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A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
LEGAL DESCRIPTION:
PER CHICAGO TITLE INSURANCE COMPANY,
ORDER NO. 1366169, DATED JUNE 16, 2013)
THE NORTH 201.10 FEET OF THE EAST 300.32 FEET OF TRACT 8 AND THE
SOUTH 56 FEET OF THE EAST 300.32 FEET OF TRACT 5 OF BLACK LOAM FIVE
ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF
PLATS, PAGE 101, IN KING COUNTY, WASHINGTON.
NOTE: PER SAID TITLE REPORT THERE ARE NO EASEMENTS THAT AFFECT THE
SUBJECT PROPERTY.
NE 4th STREET
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RENTON 7 SHORT PLAT
RENTON, WASHINGTON
LAND USE PERMIT # LUA13- 001214, SHPL -A
BENCHMARK NO. 1852
08 -14 -13
FOUND 3" BRASS DISC ON CONC.
STREET SURFACE
ELEV.= 454.77
STA. 10 +00.00, NILE AVENUE NE
SE 2nd STREET
588'21'10 "E (660.04' PLAT 72/50)
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E.
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PROJECT
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588'21'10 "E (660.04' PLAT 72/50)
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E.
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UTILITIES
VICINITY MAP
TOPOGRAPHIC AND BOUNDARY SURVEY
PROVIDED BY GEODIMENSIONS, INC.;
OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY
FOR ACCURACY OR COMPLETENESS.
WATER: K.C. WATER DISTRICT #90
SEWER: CITY OF RENTON
POWER: PUGET SOUND ENERGY (PSE)
GAS: PUGET SOUND ENERGY (PSE)
PHONE: QWEST
CABLE: COMCAST
BENCHMARK NO. 1852:
IMPERVIOUS AREAS:
EXISTING = 0 SQUARE FEET
DEVELOPED = 35,200 SQUARE FEET
SITE AREA = 77,200 SQUARE FEET
DISTURBANCE AREA = 72,000 SQUARE FEET
VERTICAL DATUM: NAVD 1988 (CITY OF RENTON)
FOUND A 3" FLAT BRASS DISC ON CONCRETE STREET SURFACE AT
THE CONSTRUCTED INTERSECTION OF NE 4TH STREET (SE 128TH ST.)
AND NILE AVENUE NE (148TH AVE. NE)
CAP ELEVATION = 454.77'
41 NO.
BEARING MERIDIAN:
A BEARING OF N00'18'51 "E ON THE CENTERLINE OF NILE AVENUE NE
148TH AVENUE NE) PER THE PLAT OF CEDARGROVE PARK DIV 1,
AS RECORDED IN
REVISION
OFFE,
INC.
CONTACT
NE 4th STREET SE 128th ST.)
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OFFICE PHONE: 206 - 390 -3800
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OFFE ENGINEERS, PLLC
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ATTN: DARRELL OFFE, PE
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13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058 -7832
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FAX NUMBER: 425 - 227 -9460
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SURVEYOR: GEODIMENSIONS, INC.
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35402 SE CENTER STREET
SNOQUALMIE, WASHINGTON 98065
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TOPOGRAPHIC AND BOUNDARY SURVEY
PROVIDED BY GEODIMENSIONS, INC.;
OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY
FOR ACCURACY OR COMPLETENESS.
WATER: K.C. WATER DISTRICT #90
SEWER: CITY OF RENTON
POWER: PUGET SOUND ENERGY (PSE)
GAS: PUGET SOUND ENERGY (PSE)
PHONE: QWEST
CABLE: COMCAST
BENCHMARK NO. 1852:
IMPERVIOUS AREAS:
EXISTING = 0 SQUARE FEET
DEVELOPED = 35,200 SQUARE FEET
SITE AREA = 77,200 SQUARE FEET
DISTURBANCE AREA = 72,000 SQUARE FEET
VERTICAL DATUM: NAVD 1988 (CITY OF RENTON)
FOUND A 3" FLAT BRASS DISC ON CONCRETE STREET SURFACE AT
THE CONSTRUCTED INTERSECTION OF NE 4TH STREET (SE 128TH ST.)
AND NILE AVENUE NE (148TH AVE. NE)
CAP ELEVATION = 454.77'
41 NO.
BEARING MERIDIAN:
A BEARING OF N00'18'51 "E ON THE CENTERLINE OF NILE AVENUE NE
148TH AVENUE NE) PER THE PLAT OF CEDARGROVE PARK DIV 1,
AS RECORDED IN
REVISION
OFFE,
INC.
CONTACT INFORMATION
OWNER /DEVELOPER: JAYMARC HOMES
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MERCER ISLAND, WASHINGTON 98040
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OFFICE PHONE: 206 - 390 -3800
gary®jaymarchomes.com
ENGINEER: OFFE ENGINEERS, PLLC
Wa
ATTN: DARRELL OFFE, PE
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058 -7832
OFFICE NUMBER: 425 - 260 -3412
FAX NUMBER: 425 - 227 -9460
Carrel Loffe ®comcast. net
SURVEYOR: GEODIMENSIONS, INC.
ATTN: EDWIN GREEN, JR. PLS
35402 SE CENTER STREET
SNOQUALMIE, WASHINGTON 98065
OFFICE NUMBER: 425 - 458 -4488
TABLE OF CONTENTS
SHEET NUMBER
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
R= 373901
TI TILE
COVER SHEET
LAYOUT
GRADING /EROSION & SEDIMENTATION CONTROL
ROAD /STORM PLAN & PROFILE
DETAILS /NOTES
DETAILS /NOTES
DETAILS /NOTES
POND LAYOUT
SEWER PLAN & PROFILE
SEWER DETAILS /NOTES
LANDSCAPE PLAN LO -1
TOPOGRAPHIC SURVEY
STREET LIGHTING PLAN
STREET LIGHTING DETAILS
STREET LIGHTING DETAILS
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CITY OFSCALExamuxru: we ,oni iw, .'
9
RENTON
Planning /Building /Public Works Dept.
CD R-3 3go I
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
COVER SHEET
NE 2nd COURT/ NILE AVENUE NE
Date: 7/fa//y
Date: 7 • is •ifs
Date:
Date:
02/10/201,
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A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
300.40'
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OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E.
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CITY OF RENTON
SURVEY CONTROL NETWORK:
BENCHMARK NO. 1852
08 -14 -13
FOUND 3" BRASS DISC ON CONC.
STREET SURFACE
ELEV.= 454.77'
STA. 10 +00.00, NILE AVENUE NE
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NOTE,
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION,
CALL BEFORE YOU DIGS 811
F5-6-x- F5-6-x—xl LOT ADDRESS
STA. 20 +43.55, NILE AVE. NE
STA. 30 +00, NE 2nd COURT
R- 313902
CAP
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
RECOMMENDED FOR APPROVAL
By' Date, 7lo. zel tZ
By- Date-
By. Date-
By. Date-
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SCALE « "% d ,} CITY OF RENTON 7 SHORT PLATGEODIMENSIONS, INC. ,y; ,ya „y ,,,
D.L OFFE, P.E.
RENTON JAYMARC HOMES, LLC
D.L OFFS, P.E.
mma DATUM
Planning /Building /Public Works Dept. NE 2nd COURT/ NILE AVENUE NE
REVISION BY DATE APPR
02/10/2014
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B.
EROSION CONTROL NOTES
O1. THESE NOTES SHALL APPEAR FOR PROJECTS - SITE IMPROVEMENTS, SURFACE
N
WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS:
r 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
O PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON,
O PUBLIC WORKS DESIGN ENGINEER.
r
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 LIMTS 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 BEGINING OF CONSTRUCTION
Q 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 ALLJ
F 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
O
OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO PREVENT TRANSPORTATION OF
SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION
Z AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME
THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS
I` PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/
z
SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE.
Q 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE
INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS
Z CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONITIONS DICTATE, THE PERMITEE
LL.I SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE
NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPSED 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 RECIEVING 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.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE
DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST - MARCH 30TH) OR
SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST - SEPTEMBER 30TH) SHALL BE
IMMEDIATELY STABILIZED WITH THE APPROVED ERC COVER METHODS (e.g. SEEDING,
MULCHING, PLASTIC COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL
CONSTRUCTION SITES CLEARING BEWTEEN 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 ERC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE
ADDRESSED WITHIN SEVEN (7) DAYS.
12. THE ERC 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 - MARCH 30TH, ALL PROJECT DISTURBED SOIL AREAS,
THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED
BY MULCH, SODDING, OR PLASTIC COVERING.
FILTER FABRIC MATERIAL 60" WIDE ROLLS.
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE.
2" BY 2" 14 GA. WIRE
FABRIC OR EQUIV.
II I
2'-6" I I I
II I
5' -0" BURY BOTTOM OF FABRIC
4 - MATERIAL IN 8" BY 12" TRENCH
2' -6"
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IY- -6' MAX I
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FILTER FABRIC MATERIAL
6
2" BY 2" BY 14 GA. WIRE \`f-
T-FABRIC OF EQUIV. --
2, -0"
PROVIDE 3/4" - 1.5"
WASHED GRAVEL BACKFILL
IN TRENCH AND ON BOTH SIDES I
OF FILTER FENCE FABRIC ON -1 8" MIN.
THE SURFACE.
2" BY 4" WOOD POST
ALT: STEEL FENCE POSTS.
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.
CONSTRUCTION SEQUANCE
1. PRE - CONSTRUCTION MEETING.
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR
MAY BE CONSOLIDATED W /THE REQUIRED NOTICE OF CONSTRUCTION-,,
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION WHERE REQUIRED. s
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH-.BARRIER, ETC.) -
7. CONSTRUCT SEDIMENT PONDS AND TRAPS.
8. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE
SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING
FOR PORJECT DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH
APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND
MANUFACTURES 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 BMP'S REMOVED IF APPROPRIATE.
NOTES:
1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A
SEDIMENT TRAP OR POND.
2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE
LINE IS 1:1.
3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO
THE FENCE OF 100 FT.
4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES
SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS
SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE
THAT 85% OF THE SOIL CAN PASS THROUGH.
5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM
DIAMETER WASHED GRAVEL.
5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE
SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE
UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY
AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE
IMMEDIATELY.
BRUSH BARRIER 666 FILTER FABRIC FENCE DETAIL
NTS
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E.
STURCTURAL NOTES
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1. THESE PLANS APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS
FOR STRUCTURES SUCH AS BRIDGES, VAULTS, WALLS, OR RETAINING WALLS REQUIRE A SEPERATE
REVIEW AND APPROVAL BY THE CITY OF RENTON PRIOR TO CONSTRUCTION.
2. ROCKERIES ARE CONSIDERED TO BE A MEHTOD OF BANK STABILIZATION AND EROSION CONTROL.
ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN THE 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 (IBC).
NOTE,
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG, 811
GRADING QUANTITIES
EXCAVATION: 2,072 CU. YDS.
BACKFILL: 380 CU. YDS.
R- 313903
CALL 811 BEFORE DIGGING
DETAIL AT BOTTOM
REQUIRED =302 SQ. FT.
PROVIDED =1106 SQ. FT.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
RECD ND FO PPROVA
By, Date- 2VPllY
By. Date-
By, Date--
By, Date,
iyyc' GEDMENSIONS. INC.
SCALE
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D.L. OFFE P.E. JAYMARC HOMES, LLC
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I
ifi
LLI I I
12" STORM
15' PRIVATE STORM DRAIN EASEMENT
LOT 3/4
0
LOT 26 ti
w
N
WOOD FENCE IS Z
0.2• W OF LINE
PUBLIC SHARED ACCESS AN
UTILITY EASEMENT
O1 DRIVEWAY ENTRY W /LANDSCAPE STRIP
PER DETAIL ON SHEET 6
ENTRY W/O LANDSCAPE STRIPODRIVEWAY
PER DETAIL ON SHEET 6
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
RNLUA -06- 072 -SHPL
08 -74-13 CONNECT TO EXISTING SIDEWALK
F " I REBAR &CAP
CATCH BASIN (
3S11332"
DG s CORNER TRACT A LOT 3
CORNER CONSTRUCT 1' DEEP SWALE IE 12I CPP 64426.15 to
PER SECTION LEFT. 'HOOD FENCE E LOT 5 IE 12" CPP W 426.08' 3
DITCH o.3' s of LINE _--_
08 -14 -73
V1
O / \ WOOD FENCE IS9 SETG OD REHAB
5025CAP
N1'. 0.5• S OF LINE
o, 588'21'70 "E 300.40' AT PROPER CORNER
1 % b"p
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J / /
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kMrL
k'S '7 c
RETAINING WALL
k ( N 2- Is 02 S &o.9•EOF
Lim
K 6 PROPERTY CORNER
AS SHOWN I I \ 12I 0• / I iC8' k''
I \ / RETAINING WALL
o
GB 9, TYPE 1 S 0.3' S OF LINE
RIM= 428.80
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IE= 425.75, 12" 1 Y,?o / 432 TRACT 5 1''k
DOLE, 12" N- 12 ®S =2.g0% 15- 10' 1
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STA. 32 +59.0 26.0'RT. I 15' PRIVATE STORM DRAIN EA MENT ROOF DRAIN SYSTEM
nnCB8, TYPE 1 ? _ SEE CROSS SECTION, LEFT e ERGCITY STANDARD DETAIL 6 _ 19 +Q9 O_ 1090' T. IIn
nim= •rco.ly
I O
1
IE= 423.75, 12"
IE= 424.30, 6" I
Rry1
O
i ati STA. 31 +63.28 9.22'RT 0
i CB 12, TYPE 1 ati
16LF. 12" N -12 0S =2.00% RIM= 429.08
CURB
STA. 32 +59.0S0 9.56'RT. 20 1 IE= 426.33, 12 "(D.I.)
THRU RB INLET I 11 6" PRIVATE SD WHI E
PVCC((
NP,)o -I - --
W /VANED GRATE --- - - - - -- - ------
RIM = 427.93
IE= 423.43, 12"
4, 20LF.. 12" D.I. ®S 2.00%
R
32 +00F
5r
7.94% Oh
CURB RETURNS I THRU C 13 INLET
z nn
0
STA. 20 +77.75, EX.
1 W /VANED -%RATE
RIM = 427.93
4z
25.00' L= 38.68'
PC- 430.31 R NILE AVE NE
DELTA /2= 430.70 E= 423.03, 12" OR=
DELTA = 88'39'32" PT= 430.63 E NE 2ND COURT
IE= 425.00, 6"
STA. 30 +34.15, 10' LT. 38LF. , 12" N 1205 =4.13%
OR= 25.00' L= 39.86'
STA. 20 +07.73, EX.
PC= 431.85 E NILE AVE NE ti5,
n`O
vo
kti5,
DELTA = 91'20'27" DELTA/2= 431.23
PT= 430.61 E NE 2ND COURT
STA. 30 +35.79, 10' RT.
426 /
32 +00F
5r
7.94% Oh
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0
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06_14_13
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VE "DUT"
1 0.6' s OF LINE LOT 5
32 +00
N
2
kyo 430
I.®5 =1.007
1
15 "(EX)
PRIVATES WHITE PVC
I \ /A20 0I /
O INSTALL STOP SIGN 1 -1 J
a STA. 31 +63.23 26.0'LT. W/ PUBLIC STREET5,SI S
a CB 11, TYPE 1 SE 2nd COURT" 4
RIM = 429.84 "NILE AVENUE NE"
IE= 425.00, 12" ROOF DRAIN SYSTEM
IE= 425.50, 6" PER CITY STANDARD DETAIL
STA. 31 +63.28 9.221T. . #
225.00
tim \.O\ CB 10, TYPE 1 16
4 9.08 X01\
IE -42 . 4, 12" W &S) 20' PUBLIC STORM DRAIN EASEMENT
IE =426 12" N)-D.I. SEE CROSS SECTION, RIGHT
CATCH BASIN
DETECT WARNING SURFACE RIM= 429.30'
QTY AL ON ALL RAMPS 1E 72" OPP E 425.
15'
9
IE 72" CPP N 425.75
ak -
129
SEE SHEET 8 FOR DETAIL
o-ry
Ix-"426
y' k
WOOD FENCE IS
1.7' S OF LINE
08 -14 -13
FOUND REBAR & CAP
DMT"
0.8' S OF LINE LOT 6
0 NOT CONNECT FOOTING DRAIN TO STORM SYSTEM
FOOTING DRAIN ELEVATION IS BELOW 427.50.
ONNECT FOOTING DRAIN TO DISPERSION TRENCH
N LOTS 4 -7
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFS, P.E.
AR 4000 REQUIRED AT SAWCUT LINES BETWE
AND EXISTING JOINTS. CITY OF RENTON STA
LATERAL AND PARALLEL TRENCHING DETAIL
REQUIREMENTS ARE APPLICABLE.
I
T -'-
3 #2, SE SHEETEET 8 FOR DETAIL/
LOT 7
1155,
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116]1
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF
ALL EXISTING UNDERGROUND UTILITES PRIOR TO COMMENCING
CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL
EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR
UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 811
FIXED OBJECTS SITUATED IN THE LOCATION
OF THE PROPOSED ACCESS MUST BE
RELOCATED AFTER OBTAINING OWNER APPROVAL
q
n IE 112" CONC
COCV
425.55'
c BASINRIM-433.16' BAS] NO INDIVIDUAL DRIVEWAYS WILL BE
IE 5" CPR N 429. ' 11' ALLOWED OFF OF NILE AVE. NEsJIE 5" CPR S 429.11'
IE 2" CPR E 429.36'
O' CATCH BASIN
N RIM= 433.17'
0 IE 112" CPR W 430.17'
IE 6" PVC E 430.77'
I'' ALL UTILITIES SERVICING
EXISTING STREET THE SITE SHALL BE
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1a
k LIGHTING ® 95W UNDERGOUND
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STA. 19 +97.73
z: BEGIN "NEW" CURB AND GUTTERIo
LOT DRAINAGE NOTES:
SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE
LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST
v ° MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY
U N ( DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH
w
THUS STIPUTAION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE
BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A
o BUILDING PERMIT FOR THE LOT. SEE SHEET 7 FOR MORE DETAILS.
w LOT NUMBER BMP TYPE PER LOT
n il won a' 2 1 EACH - 70' GRAVEL FILLED TRENCH
B j
1. ¢
mM 3 1 EACH - SHEET FLOW OF DRIVEWAY OVER 25' LAWN
a 4 1 EACH - 6" PERF. PIPE CONNECTION TO STREET SYSTEM
w ° 5 NO MORE THAN 3,200 SQ. FEET PER LOT IMPERVIOUS AREA
6 INTO STORM WATER FACILITY
m H 7
o b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE
ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT
DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE
JI : FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT.
DRACALLTO
1 {I SHALL BE VIA A POERFORATEDEPPOEWCONNECTION.
WAGE SYSTEM
OWNED, MAINTAINED ANOD KEPTTIIN GOOD REPAIRLBYEEACH
LOTY
OWNER.
o I ¢ INSTALL SURVEY MONUMENT_ R=373904
DETECTABLE WARNING SURFACE nN 1 GRAPHIC SCALE
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t o 10 20 40
1 inch = 20 feet
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PUBLIC STORM DRAIN EASEMENT
LOT 6 &7
ECOMMEND FOR APPROVAL
ey .(( (i Date: !e tq
By: _ Date:7-7o49 1
By: Date:
By: Dote:
y GEDMENSIONS, INC.
SCALE ,; ,,, CITY OF RENTON 7 SHORT PLAT
z;
D.L. OFFE, P.E.
RENTON JAYMARC HOMES, LLC
a" D.L. OFFE, P.E. a,c wi f DATUM ROAD / STORM PLAN
Planning /Building /Public Works Dept. NG. NE 2nd COURT / NILE AVENUE NE
06/19/2014 NO. REVISION BY DATE APPR
CD' R
mew
02/10/201
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ZRENTON, WASHING -TON 95058
PHONE: 425- 260 -3412
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1/151 A• 1/ -R
NOTE:
PA-N ENT AS PER PLANS
1. STANDARD MONUMENT EASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS
4" ' PAVEW04T AS PER PLANS
7 COYER AND SEAT SHALL BE NACNINED SO AS TO HAVE PERFECT CONTACT
STANDARD LEN. LONG PARKWAY STANDARD CEO.
AAWND THE ENTIRE CIRCUMFERENCE AND PULL WIDTH OF SEARING SURFACE.
T
CURB AND a ER CONC. WRB AND
WTIER
ADOPTED
4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7- 05.3(1) FOR
SECTION A —A SECTION B —B
ADJUSTMENTS TO GRADE.
1
SEE SHEET 2B1 FOR ROADWAY DIELOPMENT STANDARBS
5
GOIERAL NOTES
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DATE I REVERON BY PR DWG. NAME: F007 SP PAGE F00/
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE -
ZRENTON, WASHING -TON 95058
PHONE: 425- 260 -3412
q'
F?FOisT oCONTACT: DARRELL OFFE, P.E.
TENSION WIRE
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cm"wrSEOTRaV _v
NOTE: MDnumant Cese & Covw
1. STANDARD MONUMENT EASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS
1976.
2. THE CASTINGS SHALL BE GRAY-IRON GASTIXGS, ASTM DESIGNATION A -48, CLASS 40.
7 COYER AND SEAT SHALL BE NACNINED SO AS TO HAVE PERFECT CONTACT
AAWND THE ENTIRE CIRCUMFERENCE AND PULL WIDTH OF SEARING SURFACE.
T
3. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVENOIT, A CEIENT
CONCRETE RASE WILL KDT BE NECESSARY. ADOPTED
4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7- 05.3(1) FOR CRY OF RENTONADJUSTMENTSTOGRADE.
1 5
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NOTES
SPACED 6 24' 1ANK.
r v •`}rrfr•} yr lOijrlLFi + }'>it FeRvic In the Tension VAN, AIwithinI.
Yr}
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FNRACE! (TYPI)
NOT e R TENSION WIRE NffV
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sIRETCxER
nAR
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METHOD OF FASTENING
STRETCHER BAR TO POST
CHAIN LINK PENCE
TYPES 3 AND 4
STANDARD PLAN L- 20.10.02
SHEET1 Ci 351EE15
APPROVED FOR PUBII('All(N!
Pae6•o Bakotleh 111 060!1112
S ww+y., yr TXF.rwwn F.r
4 4
r -a 7- "rMw(. M cLEaK went .
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cm"wrSEOTRaV _v
NOTE: MDnumant Cese & Covw
1. STANDARD MONUMENT EASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS
1976.
2. THE CASTINGS SHALL BE GRAY-IRON GASTIXGS, ASTM DESIGNATION A -48, CLASS 40.
7 COYER AND SEAT SHALL BE NACNINED SO AS TO HAVE PERFECT CONTACT
AAWND THE ENTIRE CIRCUMFERENCE AND PULL WIDTH OF SEARING SURFACE.
3. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVENOIT, A CEIENT
CONCRETE RASE WILL KDT BE NECESSARY. ADOPTED
4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7- 05.3(1) FOR CRY OF RENTONADJUSTMENTSTOGRADE. A ,A A STANDARD PI.AMS
1.ST DATE:1 -Feb69
DWO NAME: HR.04 SP PAGE: 8031
NOTES
SPACED 6 24' 1ANK.
r v •`}rrfr•} yr lOijrlLFi + }'>it FeRvic In the Tension VAN, AI withinI.
Yr}
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FNRACE! (TYPI)
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METHOD OF FASTENING
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STANDARD PLAN L- 20.10.02
SHEET1 Ci 351EE15
APPROVED FOR PUBII('All(N!
Pae6•o Bakotleh 111 060!1112
S ww+y., yr TXF.rwwn F.r
4 4
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1
ANCHOR f$OLT
BATTERU PER U.D.
6 XFULL DEPM TEMPLATE.
C.NLL PEDESTAL
EXPANSION JOINT
III
UNIT.
LAKITIWGOTO VARJABLE WIDIN
Me•' x FULL DEPW
EAPAUBIOU JOINT.
FWKIT VIEW SIDE VIEW
NI(7TE5
I. INSTALLATION OF N.D.C'p. U. INCLUDING
CONST2UrION OF E149E WILL DE PONE
SY U.5. POSTAL SERVICE.
I Icua0RIHOOD DELIVERY AWD
COLLFGTIm Rx UNIIT
R- 313905
U.&P.O. Neighborhood DeHvw1 and
Collection Box Unit OL1et@od Installation
ADOPTED
F A CRY OF RENTON
1sTLST DAND MInDATE:I•AMgA1
DWO NAME: HR-06 SP PAGE H026
RECOMMENDW FOR APPROVAL
ByI Date1 -7//o//((
ByI -— Date-
By, Date:
ByI Datel
CRAMER NVV
scan
SCALE 110'11° °w °°' !9 3} CITY OF RENTON 7 SHORT PLAT 10/2/2013
D.L OFFE, P.E. RENTON JAYMARC HOMES, LLC ,
B001C
D.L OFFE, P.E.
DNE Pal DATUM DETAILS
AFULZZU I Planning /Building /Public Works Dept. NE 2nd COURT It AVENUE NEFNOTOEPa
NO. REVISION BY DATE APPR APVw.m: SCA&E oAlo'Y . 5 6:1!
DETA I S
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C.NLL PEDESTAL
EXPANSION JOINT
III
UNIT.
LAKITIWGOTO VARJABLE WIDIN
Me•' x FULL DEPW
EAPAUBIOU JOINT.
FWKIT VIEW SIDE VIEW
NI(7TE5
I. INSTALLATION OF N.D.C'p. U. INCLUDING
CONST2UrION OF E149E WILL DE PONE
SY U.5. POSTAL SERVICE.
I Icua0RIHOOD DELIVERY AWD
COLLFGTIm Rx UNIIT
R- 313905
U.&P.O. Neighborhood DeHvw1 and
Collection Box Unit OL1et@od Installation
ADOPTED
F A CRY OF RENTON
1sTLST DAND MInDATE:I•AMgA1
DWO NAME: HR-06 SP PAGE H026
RECOMMENDW FOR APPROVAL
ByI Date1 -7//o//((
ByI -— Date-
By, Date:
ByI Datel
CRAMER NVV
scan
SCALE 110'11° °w °°' !9 3} CITY OF RENTON 7 SHORT PLAT 10/2/2013
D.L OFFE, P.E. RENTON JAYMARC HOMES, LLC ,
B001C
D.L OFFE, P.E.
DNE Pal DATUM DETAILS
AFULZZU I Planning /Building /Public Works Dept. NE 2nd COURT It AVENUE NEFNOTOEPa
NO. REVISION BY DATE APPR APVw.m: SCA&E oAlo'Y . 5 6:1!
DETA I S
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ti IRR/
STORM WATER STANDARD PLAN NOTES
qT 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
O 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETINGNMUSTBEHELDBETWEENTHECITYOFRENTONPLANREVIEWSECTIONANDTHEAPPLICANT.
C) 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE
RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND
MUNICICPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS
ASSOCIATION (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
THESE PLANS. ALL CORRECTIONS 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. DOMESTIC WATER CONVEYANCE, SEWER
CONVEYANCE, GAS, ELECTRICAL, ETC.). tHE SURFACE WATER DRAINAGE SYSTEM SHALL BE
Q CONSTRUCTED ACCORDING TO THE APPROVAED PLANS, WHICH ARE ON FILE WITH THE CITY.
J ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY
CL OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
I- 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
O 6 MONDAY THROUGH (SITER AYALTERATION) WORKLIMITED TO S HOUYRS FUNLESS OTHERWISE
n APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON.
7. IT SHALL BE THE APPLICANT /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION
Z EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW
O AND APPROVAL PRIOR TO CONSTRUCTION.
1'- 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS
Z SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS
LU OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF
RENTON.
9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON.
REFERENCE BENCHMARK AND ELEVATIONS ARE NOTES ON THE PLANS.
10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST
BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW AND APPROVAL.
11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO
95% (PERCENT) DENSITY, STANDARD PROCTOR.
12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON- FRANCHISED UTILITY OR STORM DRAINAGE WORK
IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF
RENTON TRENCH RESTORATION STANDARDS.
13. ALL SEDIMENTATION /EROSION FACILITIES MUST BE OPERATION PRIOR TO CLEARING AND BUILDING
CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTANED UNTIL CONSTRUCTION IS
COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
14. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN
CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC
WORKS DEPARTMENT, SURFACE WATER SECTION.
15. ALL PIPES AND APPURTENANCES SHALL BE LAID ON THE PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION OF ROAD
AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM
OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS, PLACEMENT AND COMPACTION OF
REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL
BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA
CLASS "C ", WITH THE EXCEPTION OF PVC PIPE.
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER
INSIDE AND OUTSIDE.
17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING
LIDS, UNLESS OTHERWISE SHOWN ON THE APPROVED PLANS. ALL DRAINAGE STRUCTURES ASSOCIATED
WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT
WIDTHS AND BUILDING SETBACK LINES.
19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN COTY OF RENTON RIGHT -OF -WAY SHALL BE OF SUFFICIENT
LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM
OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, SHALL BE
OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOTT AND MUST MEET THE FOLLOWING
SPECIFICATIONS:
4 - 8 INCH ROCK / 40 - 70% PASSING;
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE
SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION.
AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE
SUBMITTED TO THE CITY UPON COMPLETION.
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR
THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE
FOLLOWING:
A. EACH OUTLET SHALL BE SUTIABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS
TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOTTING DRAINS, DRVIEWAYS, YARD DRAINS,
AND ANY OTHER SURFACE OR SUBSURAFCE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE
FOR THIER INTENDED USE. EACH OUTLET SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO
AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT HIGH, 2 "x4" STAKE MARKED
STORM" OD "DRAIN ". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND
BE SECURED TO THE STAKE.
C. PIPE MATERIAL 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. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO
CONVEY FLOWS THROUGH INDIVIDUAL LOTS.
E. THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL
STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTLILITES (e.g. POWER, GAS,
TELEPHONE, TELEVISION).
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425 -260 -3412
CONTACT- DARRELL OFFE, P.E.
CCTV INSPECTION NOTE
a. THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV
INSEPCTION VIDEOS AND WRITTNE REPORTS. THE CCTV INSPECTION
SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING
CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY
OWNED /MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER
DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES.
SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITHTHE CITY'S
VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO
SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO
PLAYER (i.e. mpg VIDEO FILE FORMAT) AND IS COMPATIBLE WITH
GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN
PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING
STRUCTRURES AS SHOWN (AND IDENTIFIED) ON THE APPROVED PROJECT
CONSTRUCTION PLANS.
b. THE COSTS INCURRED IN MARKING THE INITIAL CCTV INSPECTION SHALL
BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL
COSTS INCURED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV
INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION,
EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY
TO VERIFY THE CORRECTION OF SAID DEFICIENCY.
c. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN
THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE
DEVELOPER.
23.5'
5' SIDEWALK "/
8' LANDSCAPE STRIP)
VERT. CURB &
GUTTER
O
DO w
Of
U Z
Of
ZIwN11-
w w
ZIU
NOTES:
1. When the driveway width exceeds 15 feet, construct a full 6. Sidewalks at driveway approaches and driveway
depth expansion joint (see Standard Plan F -3) with 3/8" joint apron to be 6" min. depth of connate.
filler along the driveway centerline.
2. Construct expansion joints parallel with the centerline as
required at 15' maximum spacing when driveway widths exceed
30'. See Std. Plan F -3 for sidewalk details.
3. Curb and gutter shown, see the Contract. Plans for the
curb design specified. See Std. Plan F -1 for curb details.
4. Avoid placing drainage structures, junction boxes or other
obstructions in front of driveway entrances.
5. When driveway approaches are constructed in a commercial zone,
the concrete driveway entrance shall be thickened from 6 inches
to 10 inches. This includes concrete approach Types 1 -4,
sidewalks constructed behind the driveway apron, and the curb and
gutter associated with each driveway approach.
CEMENT CONCRETE
SIDEWALK WHERE SHOWN
23.5'
CEM. CONC.
CURB & GUTTER
SEE NOTE 3)
DRIVEWAY ENTRANCE
SIDE SLOPE (TYP.)
DEPRESSED
CURB & GUTTER
SEE NOTE 3)
SIDEWALK & DRIVEWAY APRON
SEE NOTE 6)
16' CONCRETE DRIVEWAY ENTRY
W /LANDSCAPE STRIP
N.T.S.
8' LANDSCAPE I STRIP
4" MIN. CLASS "B" ASPHALTIC CONCRETE
PAVEMENT- 2 -2" LIFTS REQUIRED
6 "MIN. CRUSHED SURFACING TOP COURSE
CRUSHED SURFACING BASE COURSE TO BE
DETERMINED BY FIELD CONDITIONS BY
GEOTECHNICAL ENGINEER.
SE 2ND COURT
N.T.S.
4C0MMEN4DE_1S,!R APPROVAL
By Date: -7/10111/
By: Date: 7.1p
By: Date:
By: Date:
WVArw
NOTES:
1. When the driveway width exceeds 15 feet, construct a full 6. Sidewalks at driveway approaches and driveway
depth expansion joint (see Standard Plan F -3) with 3/8' pint apron to be 6" min. depth of conrete.
filler along the driveway centerline.
2. Construct expansion joints parallel with the centerline as
required at 15' maximum spacing when driveway widths exceed
30'. See Std. Plan F -3 for sidewalk details.
3. Curb and gutter shown, see the Contract. Plans for the
curb design specified. See Std. Plan F -1 for curb details.
Avoid placing drainage structures, junction boxes or other
obstructions in front of driveway entrances.
S. When driveway approaches are constructed in a commercial zone,
the concrete driveway entrance shall be thickened from 6 inches
to 10 inches. This includes concrete approach Types 1 -4,
sidewalks constructed behind the driveway apron, and the curb and
gutter associated with each driveway approach.
DRIVEWAY
BY OTHERS)
a MP 0\
Yy
F 6
DSI
DEPRESSED
CURB & GUTTER
SEE NOTE 3)
DRIVEWAY APRON
SEE NOTE 6)
10'
CEM. CONC.
CURB & GUTTER
SEE NOTE 3)
RIVEWAY ENTRANCE
DE SLOPE (TYP.)
16' CONCRETE DRIVEWAY ENTRY
W/O LANDSCAPE STRIP
N.T.S.
EX. PAVED SECTION EX. PAVED SECTION
NILE AVENUE NE
N.T.S.
1
SNOB
ERAS
PRO
1' FLAT
5' CONCRETE
SIDEWALK
7 3 9068' LANDSCAPE
STRIP Rw3
w
O Zi
O
z
O
O t- znO W
s UI
22' 1
NOTES:
1. When the driveway width exceeds 15 feet, construct a full 6. Sidewalks at driveway approaches and driveway
depth expansion joint (see Standard Plan F -3) with 3/8' pint apron to be 6" min. depth of conrete.
filler along the driveway centerline.
2. Construct expansion joints parallel with the centerline as
required at 15' maximum spacing when driveway widths exceed
30'. See Std. Plan F -3 for sidewalk details.
3. Curb and gutter shown, see the Contract. Plans for the
curb design specified. See Std. Plan F -1 for curb details.
Avoid placing drainage structures, junction boxes or other
obstructions in front of driveway entrances.
S. When driveway approaches are constructed in a commercial zone,
the concrete driveway entrance shall be thickened from 6 inches
to 10 inches. This includes concrete approach Types 1 -4,
sidewalks constructed behind the driveway apron, and the curb and
gutter associated with each driveway approach.
DRIVEWAY
BY OTHERS)
a MP 0\
Yy
F 6
DSI
DEPRESSED
CURB & GUTTER
SEE NOTE 3)
DRIVEWAY APRON
SEE NOTE 6)
10'
CEM. CONC.
CURB & GUTTER
SEE NOTE 3)
RIVEWAY ENTRANCE
DE SLOPE (TYP.)
16' CONCRETE DRIVEWAY ENTRY
W/O LANDSCAPE STRIP
N.T.S.
EX. PAVED SECTION EX. PAVED SECTION
NILE AVENUE NE
N.T.S.
1
SNOB
ERAS
PRO
1' FLAT
5' CONCRETE
SIDEWALK
7 3 9068' LANDSCAPE
STRIP Rw3
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rao;
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NTS /— perlaamdppe
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NTS
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NTS
009 Suds¢ WW «lkvga%lauual - AppmdlxC 19/2009
C1R
GRAVEL — FILLED TRENCH — "LIMITED INFILTRATION"
LEFT, TYPICAL.
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TAIL ALONG DOWNSLOPE SIDE TYPICAL HOUSE BMP PLAN
OF DRIVEWAY
CRAWL SPACE ELEVATION TO BE
ABOVE OVERFLOW ELEVATION OF TRENCH
IMPERVIOUS MITIGATION: (A) SHEET FLOW DRIVEWAY OVER 25' MINIMUM VEGETATION,
B 600 SQUARE FEET OF ROOF AREA INTO 45' OF GRAVEL FILLED TRENCH(ES); AND
C; CONVEY BALANCE OF ROOF AREA THROUGH A PERFORATED PIPE CONNECTION TO STORM SYSTEM
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S
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PEDESIRIPN CURS
DATE APPR
eEE WNmMrF1AY4-
3/8- E%PAN9014 JUNT
OR TOP OF CONC.
1; po
CSEE SM.
Mr1' b'
WAY
n
2' WIDE x 2' DEEP
2 WASHED ROCK TRENCH
TAIL ALONG DOWNSLOPE SIDE TYPICAL HOUSE BMP PLAN
OF DRIVEWAY
CRAWL SPACE ELEVATION TO BE
ABOVE OVERFLOW ELEVATION OF TRENCH
IMPERVIOUS MITIGATION: (A) SHEET FLOW DRIVEWAY OVER 25' MINIMUM VEGETATION,
B 600 SQUARE FEET OF ROOF AREA INTO 45' OF GRAVEL FILLED TRENCH(ES); AND
C; CONVEY BALANCE OF ROOF AREA THROUGH A PERFORATED PIPE CONNECTION TO STORM SYSTEM
ECOMMENDEQ FOR APPROVAL
By , b, Date: [°
By: G' O / - _ Date: 7• /OW
By: Date:
By: Date:
C2.11 PLRFORATEDPMECONT•ECTION
O TEXTOFINSTRUCTIONS
Your property contains a stormuater management How control BMP (best management practice) called a
pedoratetl pipe connection,- which was installed to reduce the snomuntter runoff impacts of Some or all of
the limpeniws surface on your property. A perforated pipe Connection is a length of dronage, conveyance
pipe with holes In the bott«n, designed W IOW runoff, conveyed by the pipe. Into a gravel filled trench
where It can be soaked into the surrounding soil. The Connection is Intended to provide opportunity for
infiltration of any runoff that is being conveyed from an impervious surface (usually a roop to a local
drainage system such as a ditch or roadway pipe system.
The size Cotl Composition of the perforated pipe connection as deflated! by the flow Control BMP site plan
aM design details must bar maintained and may not be changed without written approval either from the
ktp County Water and Land Resources Division or through a future development permit from King
County. The soil ovenop of into perforated portion of Me system must act be compacted or covered with
Impervious materials.
FIGURE C•21I.A PERFORATED PIPE CONNECTION FOR A SINGLE FAMILY RFSME
11
to at oil
fiherfabric
V 6•' pod pipe
18 min P7 P t - - - s/i washedrock
ca
1 24 -min
TRENCH X- SECTION
NITS
slope —.
to readdrainage system
2'X1D' level trench
w)pen pipe
PLAN VIEW OF ROOF
NTS
009Sudace W'sd[Dcsisl M.muM -All C 19/2009
Gal
6" PERFORATED PIPE CONNECTION
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00
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1; po
CSEE SM.
o
PATTERN (SEE DUAL)
n o SIDEWALK
A
a
S SEE CGNTRACTFVN9•
wDTNCVPJ
F n DEPENDING ON SIZE OF
I SIGN AND NUMBER OF
a SIGNS ON POST (TYP.)
aY F%PAN6i0N ouse ERwan' -.TO F•10.13 err CUro. CUb eM GUB «, Ibprasmd CUro aM GUxM. erq
POST BEHIND SIDEWALK POST WITHIN LANDSCAPE STRIP
cues, onerN ffP, Patkaran cub dela%.
NOTE:
a
LEGIBILITY DISTANCE SHOULD BE AT LEAST
CROSS'WAIx
40 FEET PER INCH OF LETTER HEIGHT.
NO PARKING" SIGN INSTALLATION
aTUwawe
ECOMMENDEQ FOR APPROVAL
By , b, Date: [°
By: G' O / - _ Date: 7• /OW
By: Date:
By: Date:
C2.11 PLRFORATEDPMECONT•ECTION
O TEXTOFINSTRUCTIONS
Your property contains a stormuater management How control BMP (best management practice) called a
pedoratetl pipe connection,- which was installed to reduce the snomuntter runoff impacts of Some or all of
the limpeniws surface on your property. A perforated pipe Connection is a length of dronage, conveyance
pipe with holes In the bott«n, designed W IOW runoff, conveyed by the pipe. Into a gravel filled trench
where It can be soaked into the surrounding soil. The Connection is Intended to provide opportunity for
infiltration of any runoff that is being conveyed from an impervious surface (usually a roop to a local
drainage system such as a ditch or roadway pipe system.
The size Cotl Composition of the perforated pipe connection as deflated! by the flow Control BMP site plan
aM design details must bar maintained and may not be changed without written approval either from the
ktp County Water and Land Resources Division or through a future development permit from King
County. The soil ovenop of into perforated portion of Me system must act be compacted or covered with
Impervious materials.
FIGURE C•21I.A PERFORATED PIPE CONNECTION FOR A SINGLE FAMILY RFSME
11
to at oil
fiherfabric
V 6•' pod pipe
18 min P7 P t - - - s/i washedrock
ca
1 24 -min
TRENCH X- SECTION
NITS
slope —.
to readdrainage system
2'X1D' level trench
w)pen pipe
PLAN VIEW OF ROOF
NTS
009Sudace W'sd[Dcsisl M.muM -All C 19/2009
Gal
6" PERFORATED PIPE CONNECTION R- 313907
42" MAX
24" MIN
5_ 2 1/2
1 -1/2'T
STD 90• BRACKET OR 360'
ADJUSTABLE BRACKET IF
REQUIRED.
PIPE CAP
2" GALVANIZED
STEEL PIPE
I CEMENT
1 -1I/2' CONCRETECLASS 'B
3 i {•
MINUSCRUSHED °'`• ROCK _
8" FOR ALL ARTERIALS
2' MIN
CLEARANCE FROM
FACE OF CURB.
10' MIN
CLEARANCE IF
NO CURB
8' -6"
GROUND MOUNTED STREET NAME SIGNS
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFS, P.E.
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DITIE 66— OWG NAME: M13 SP P/CE:1`013
SEE NOTE Srltdard SpaClECatlam 6f/. C x
R- 313907
42" MAX
24" MIN
5_ 2 1/2
1 -1/2'T
STD 90• BRACKET OR 360'
ADJUSTABLE BRACKET IF
REQUIRED.
PIPE CAP
2" GALVANIZED
STEEL PIPE
I CEMENT
1 -1I/2' CONCRETECLASS 'B
3 i {•
MINUSCRUSHED °'`• ROCK _
8" FOR ALL ARTERIALS
2' MIN
CLEARANCE FROM
FACE OF CURB.
10' MIN
CLEARANCE IF
NO CURB
8' -6"
GROUND MOUNTED STREET NAME SIGNS
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFS, P.E.
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VNPxO TO VwTw «rnG RAai Cwb Rampl slbn shall be pMrod within Not wNM a the assodebtliutvoTx -WE CONTMm PWIS «cab m wehaxninvie COhmd Prn.
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BY DATE APPR
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YEtaaocuse/.R SEE NOTE Srltdard SpaClECatlam 6f/. C x evoinI
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PUNVIEW PuxVEIY
TYPE PERPElD1CUURA TYPE PEWMMUUR0
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STANDARD PLAN F- 40.115-02
SHEET1d,ISIP£T
MPRpyED FOR PUaucuwx
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1901aEIDIC VIEW RgEiRF Y1EW O
TYPE PERPE[DICIMR A PAY LBRT TYPEPERP MUURBPAYUEOT wsaaws as aprwwM,".WUa
R- 313907
42" MAX
24" MIN
5_ 2 1/2
1 -1/2'T
STD 90• BRACKET OR 360'
ADJUSTABLE BRACKET IF
REQUIRED.
PIPE CAP
2" GALVANIZED
STEEL PIPE
I CEMENT
1 -1I/2' CONCRETECLASS 'B
3 i {•
MINUSCRUSHED °'`• ROCK _
8" FOR ALL ARTERIALS
2' MIN
CLEARANCE FROM
FACE OF CURB.
10' MIN
CLEARANCE IF
NO CURB
8' -6"
GROUND MOUNTED STREET NAME SIGNS
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFS, P.E.
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RGODIMENSIONS, INC.
SCALE gWHDIPoJ,SeI
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
STORM DETAILS AND NOTES
NE 2nd COURT/ NILE AVENUE NE
J N
D
D.L OFFE, P.E.
6
N
o.l_ OFFE, P.E.
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NO. REVISION BY DATE APPR APPN u
I IDIE
02/10/201
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TOP OF WALL= 428.25
VOLUME REQUIRED =1853 CU. FEET
VOLUME DESIGNED =2052 CU. FEET
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TOP OF WALL= 428.25
VOLUME
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N8821'10"V! 300.40'
CU. FEET
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
WITH AN APPROPIATE SEED MIXTURE, SEE SHEET 5 -22
KCSWDM PLANTING REQUIREMENTS
STA. 31+91.85, 52.0" LT.
TOP OF WALL = 428.25
6
E_5N vo
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LEV= 427.75
ktie
CB 4 TYPE -1
12 GRATE = 427.75
IE= 425.94, 12"
3:1
TOP OF WALL= 428.25
POND SIZING:
DETENTION
t„
REQUIRED: 20,653 CUBIC FEET
PROVIDED: 20,653 @ 427.25 FEET
WATER QUALITY
REQUIRED: 5,294 CUBIC FEET
PROVIDED: 9,932 CUBIC FEET
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CATCH BASIN
RIM-429.30'
IE 12" CPP E 425.10'
IE
12" CPP N 425.15'
M E= 425.10, 12" (NEW)
I
162LF., 12" I- 12(OVERFLOW)OS =0.50%
167LF6 15" CM S7/10.50%
k1 ID
b
FENCE TO BE TYPE 4 WITH DOUBLE
SWING GATES, SEE DETAILS SHEET 5
CB #2, TYPE II -54'
RIM = 429.60
IE= 421.90, 15"
OVERFLOW= 427.75
RIM = 427.50
IE= 421.59, 15"
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IE= 425.13, 12"
T
CATCH BASIN I
RIM= 427.06'
IE 15" CPP N 421.761IE15" CPP E 421.56'
IE= 421.56, 15" (NEW)
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
Blo,., t„ Bbl9y, t,
Project Number:
FootlnqqGoval'c
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10,
k`I. pkr h-y.
tLV, 7' 5 ®12" 5 12'
0
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CATCH BASIN
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12"
CATCH BASIN RIM= 428.70'
x5 ®12" 12° S)u5
RIM 4282' -. 7
I' -6"
IE 12" CPP W 425.70'
I'-O"
w RIM 4529.30
u5 ®Ig"
E 12" CPP N -NE 425.90'
5 ®12°
430 I c........................ E= 2594712 ": VINYL COAT
BLACKIZTYPCALE
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2.007
0k
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1 12" CONC COOCOC 419.33'
T
CATCH BASIN I
RIM= 427.06'
IE 15" CPP N 421.761IE15" CPP E 421.56'
IE= 421.56, 15" (NEW)
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
BTL
ENGINEERING
19011 WaodmaLc Srob"mib Aoad \F Sui,e 100
WOODIN l= WA981InD4
rno=: azssfaalafl
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RL
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2)
B low tW B
SOIL BEARIN6 PRESSURE: 1500 F5F CONCRETE STRENGTH: 2500 PSI
ACTIVE EARTH PRESSURE: 35 PGF STEEL 5lRENtGTH: 60 KSI
PASSIVE EARTH PRE55URE: 500 PGF
FRICTION COEFFICIENT: 0.40
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Project Number:
FootlnqqGoval'c
0
RN
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RL
10, 4' -O" 12" tLV, 7' 5 ®12" 5 12'
0
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C8 3, TYPE I
12" I6" x5 ®12" 12° S)u5
75
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430 I c........................ E= 2594712 ": VINYL COAT
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2.007 i TOP= 428.25 Jz
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DESIGN W:S.- 427.25
REDUNDANT OVERFLOW
w
r-I18" COVER MIN.
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OOy MITERED END 162LF., 12" N- 12
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l.l....¢.
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wrn x22.74
10E- 167LF., 15" CMP ®S =0.50% 62LF., 15 "N -1205 =0.50%
OVERSIZED STEEL: SLEEVE
420 I 1 420
R.... CONCRETE WALL, DESIGNED BY OTHERS
4" :MIN. CLASS B" ASPHALTIC CONCR
PAVEMENT— 2 -2" LIFTS REQUIRED
6-MIN. CRUSHED SURFACING TOP COURSE SECTION A -A CATCH BAS71J
RIM 4 2N 0..76'_........ CONTROL STRUCTURE 1 95" GPP
iE CPP E 415" CB 2, TYPE 11 -54 CB #1, TYPE 11--:48" 4E= 421.56, J5' NEW)
RIM 429.60 RIM--427.50
IE= 421.90, 15" IE= 421.59, 15"
410
OVERFLOW= 427:25 410
BTL
ENGINEERING
19011 WaodmaLc Srob"mib Aoad \F Sui,e 100
WOODIN l= WA981InD4
rno=: azssfaalafl
Paz x28821_mw
E0. E0.
5, TOP -
I FF „-
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0
l
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PROVIDE FREE- DRAINING MATERIAL
K V
LL!L R WALL COVER (CLEAR)
2 T
RL
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2)
B low tW B
SOIL BEARIN6 PRESSURE: 1500 F5F CONCRETE STRENGTH: 2500 PSI
ACTIVE EARTH PRESSURE: 35 PGF STEEL 5lRENtGTH: 60 KSI
PASSIVE EARTH PRE55URE: 500 PGF
FRICTION COEFFICIENT: 0.40
PNT.Cq
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Project Number:
FootlnqqGoval'c R RN RT RL
10, 4' -O" 12" tLV, 7' 5 ®12" 5 12' T)a5
g' Q" g" I' -O" 12" I6" x5 ®12" 12° S)u5
b' I' -6" g" I'-O" 12" U'd' u5 ®Ig" t5 ®12" 5 ®12° 3)b5
Project: )AYMARC HOMLS RENTON 7 Designed By: RHH Date: 06'11 -14
Project Number: Client: Scale: Page: SK -01
I I
420
COMPACTED TO 12"
MIN. DEPTH : I
YHVCMGIVI L —L LIfW rtCV'VIRCV.
SECTION B -B
410
R- 313908
COMM ND D FOR APPROVAL
By
By, Date, 7- /0' /y
Byl Date,
By, Datel
OFFE ENGINEERS ' GCE DMENSIONS, INC. ECA aam rt u win ;oe ,aa, loy'• d3 CITY OF RENTON 7 SHORT PLAT 02/10/2014
13932 SOUTHEAST 159TH PLACE — c D.L OFFE, P.E.
mu R E N TO N JAYMARC HOMES, LLC
RENTON, WASHINGTON 98058 A, 2J4W
D.L OFFS, P.E. POND LAYOUT 0 VA0 R
PHONE: 425-260-3412 o
OF,S e G Planning /Building /Public works Deft. NE 2nd COURT / NILE AVENUE NECONTACT :DARRELLOFFE,P.E. sipNA E 06/11/2014 NO. REVISION BY DATE APPR '" 8 '15
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08 -14 -13
WOOD FENCE IS SET 1/2" REBAR &CAP
0.5' S OF LINE "GE00 LS 815025'
AT PROPERTY CORNER
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PANT 5CH 121
60fANICAI, NAMS COMMON NAME
X01 A
QTY 51ZF I MAT:5
Full and Matchirq
Full and MAchinq
Full and MatchIrq
Full and Matchinq
Full and Matchinq
Full and Matchirlq
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Full and Mark 4q
Full and Mabchirq
Full and Matchlnq
Full and Matching
Full and Matchinq
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Full and Matching
Full and Matching
Full and Matching/
Plant 50" O.C.
U
STAPLE nn
U TREE
A ZRIZINFORCED RUBBER HOSE STATE OF
Y OR VINYL W /16 CA WIRE TES WASHINGTO
9 OR APPROVED EQUAL D
b'' fr'31 DETAIL LAND CT
2'7_ PRUNE DISEASED AND O
BROKEN BRANCHES M• VAR toCERTIFICATENo. 774 -_
SPECIFIED TREE STAKES) HOSE & WIRE TIES, % w w
INSTALL -TREE BOOM OR SEE DETAIL ABOVE W o N
w '
ARBORGARD' IN _AWN AREAS. REMOVE
BIN
IING TWINE & TOP
N PLANT TREE 1 " -2" HIGHER / N :3
THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH
j NNV. p`?' WATERING BASIN FERTILIZER TABLETS
4 -21 GRAM- 20 -10 -5)
qpp FLE pq TR
r6DEE
p FL Tp TR
g ADJACENT TOGTSIOEWOAIRJCS +f - DJACENT TO SI EWAIRXS EES d'
cv SPECIFIED PLANTING SOIL °
I17LWIINGPITo
co2 it 11t, BOTTOM
y• '
p UNDISTURBED GROUND ''I ,'• FIRM, NATIVE
N L' ND z
N : 12" MIN. FOR WOOD ,
STAKES & 18" FOR
2x RDOTBALL WIDTH IN HEAVY SOILS, AUGER 8'x6' DEEP
Q O P 2 0 HOLE (OR THROUGH HARDPAN) FILL
WITH CRUSHED ROCK. VERIFY GOOD
O DRAINAGE PRIOR TO PLANTING.
O NOTE: DO NOT PIERCE TREE RDOTBALL WITH TREE STAKES /
c' ...
DECIDUOUS TREE PLANTING 8c STAKING DETAIL
NOT TO SCALE L '
ZNNI'' ry z £° LOf MK 5, TYPICAL, N5%L Af 11MP OF 131JILf71N6 •
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OF PLAT IMWOVWM N5
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LANn5CAF N01F5
1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER
SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK.
2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR
IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1- 800 - 424 -5555
N g 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE
a BY OWNER.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS
UTILIZING ON— CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS
SPECIFIED BELOW IN THESE NOTES.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON
THE DRAWINGS.
N 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL
N
6
CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER.
pea
2 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. P 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK.
9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4 -2 -2 PER MANUFACTURER'S SPECIFICATIONS.
CATCH BASIN:
RrN ate 72 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY
REPLACEMENTS MADE AT ONCE.
A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES
p2 P- OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL z
PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY
UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.
N c B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS
N SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF
1 DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL ZMADEWITHOUTWRITTENAPPROVALFROMLANDSCAPEARCHITECTOROWNER.
11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE
O GAT ON FOR LA DSC PE STRIP (PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY
12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES.
STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. z
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RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date:
By: Date:
01R-37390 9 D
1120
14D
80
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Acer mbrum '6owhall'* Maple 7 3" cal
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Pgrus callegana 'Chanticleer'* Flowerinq fear 9 2" cal
Cerc0phyllum japoniGum* Katsura 9 2" cal
Acer circlnatum* Vine Maple 7 3?" cal
Acer campeAre Tvelgn'* Queen F67aboW Hedge Maple 3 2" cal
Amelanchier grandiflora 'Autumn Brilliance'* 5erviceberrg 2 3" cal
lhuja plicata Western fed Cedar 6 2" cal
Considered drought tderank In Pacific Northwest once e5tabh5hed
5& 05 and 6FOUN7 COVFF
Viburnum davldll* Pavid Vibumum 3l I gallon
QN Nandina domestica 'Fire Fower'* Heavenlg bamboo 44 1 gallon
Carn testacea* Orange 5edge 20 1 gallon
M15canthu5 sinensis* Maiden Grass 50 I gallon
Helictotrichon Bempervirene* Blue Oat Grass 27 1 gallon
Cistus hg6ridu5* kockrose 13 I gallon
Lavandula 5p.* Lavender 66 1 gallon
Arctostaphgllos uva-ursl* Klnnikinnik 650 1 gallon
50d Lawn
Full and Matchirq
Full and MAchinq
Full and MatchIrq
Full and Matchinq
Full and Matchinq
Full and Matchirlq
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SPECIFIED TREE STAKES) HOSE & WIRE TIES, % w w
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w '
ARBORGARD' IN _AWN AREAS. REMOVE
BIN
IING TWINE & TOP
N PLANT TREE 1 " -2" HIGHER / N :3
THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH
j NNV. p`?' WATERING BASIN FERTILIZER TABLETS
4 -21 GRAM- 20 -10 -5)
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Q O P 2 0 HOLE (OR THROUGH HARDPAN) FILL
WITH CRUSHED ROCK. VERIFY GOOD
O DRAINAGE PRIOR TO PLANTING.
O NOTE: DO NOT PIERCE TREE RDOTBALL WITH TREE STAKES /
c' ...
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1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER
SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK.
2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR
IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1- 800 - 424 -5555
N g 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE
a BY OWNER.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS
UTILIZING ON— CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS
SPECIFIED BELOW IN THESE NOTES.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON
THE DRAWINGS.
N 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL
N
6
CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER.
pea
2 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. P 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK.
9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4 -2 -2 PER MANUFACTURER'S SPECIFICATIONS.
CATCH BASIN:
RrN ate 72 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY
REPLACEMENTS MADE AT ONCE.
A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES
p2 P- OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL z
PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY
UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.
N c B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS
N SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF
1 DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL ZMADEWITHOUTWRITTENAPPROVALFROMLANDSCAPEARCHITECTOROWNER.
11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE
O GAT ON FOR LA DSC PE STRIP (PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY
12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES.
STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. z
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RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date:
By: Date:
01R-37390 9 D
1120
14D
80
SHEET 1 1 OF 1 5NOM5c&L I 20 O 226 9f f 51ZF
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LEGAL DESCRIPTION
PER CHICAGO TITLE INSURANCE COMPANY,
ORDER NO. 1366169. DATED JUNE 16, 2013)
THE NORTH 201.10 FEET OF THE EAST 300.32 FEET OF TRACT B AND THE
SOUTH 56 FEET OF THE EAST 300.32 FEET OF TRACT 5 OF BLACK LOAM FIVE
ACRE TRACTS. ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 12 OF
PLATS, PAGE 101, IN KING COUNTY, WASHINGTON.
NOTE: PER SAID TITLE REPORT THERE ARE NO EASEMENTS THAT AFFECT THE
SUBJECT PROPERTY.
BEADING MERIDIAN
A BEARING OF N00'18'51'E ON THE CENTERLINE OF NILE AVENUE N.E.,
PER THE PLAT OF CEDARGROVE PARK DIVISION 1, AS RECORDED IN
VOLUME 72 OF PLATS, PAGE 50. RECORDS OF KING COUNTY, WA.
VERTICAL DATUM
CITY OF RENTON SURVEY CONTROL NETWORK
BENCHMARK NO. 1852
NAVD 88) (VISITED 0811412013)
FOUND A 3" FLAT BRASS DISC ON CONCRETE STREET SURFACE AT THE
CONSTRUCTED INTERSECTION OF NE 4TH STREET (SE 126TH STREET)
6 148TH AVENUE SE.
ELEVATION - 454.77'
SURVEYOR'S NOTES
1) THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN AUGUST OF 2013.
THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH
AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CO.
WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVIENENCE
ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS.
2) SUBJECT PROPERTY TAX PARCEL NO. 0847100041.
C/1YOFROYTON
SBiVEYCON OL
NETNKmCPT, 1851
TOPOGRAPHIC & BOUNDARY SURVEY
0i"WN.E. 4TH STREET N88'21
T
S.E. 128TH STREET)
PUBLIC ROADWAY" i
S68 SO' CHAIN LINK FENCE 19W 963 09 CATCH BASIN3Sa2QB) I IS PROPERTY CORNER OF
920y1
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X0.5' S OF LINE GEOD LS /15025' WOOD FENCE IS c / SBB'21'10'E 300.40' AT PROPERTY CORNER0.2' W 6 1. 0' N O
3) SUBJECT PROPERTY AREA PER THIS SURVEY IS 77.199 SO. FT. +1-. GRAPHIC SCALE
1 61 T \iiV
INSTRUMENTATION FOR THIS SURVEY WAS A LEICA ELECTRONIC DISTANCE
MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND
REVERSE ANGLES, NO CORRECTION NECESSARY. MEETS STATE STANDARDS
SET BY MAC 332 -130 -090.
LEGEND
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FOUND MONUMENT AS NOTED
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6
Q TRUNK DIA SHOWN IN INCHES. H WATER VALVE
Q
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D TELEPHONE RISER O CEDAR TREE (NOT SHOWN TO SCALE) TRUNK DIA SHOWN IN INCHES.
ASPHALT SURFACE ALDER TREE (NOT SHOWN TO SCALE)
RET. WALL
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TRUNK DIA SHOWN IN INCHES.
0 CONC SURFACE
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MAPLE TREE (NOT SHOWN TO SCALE)
CONC CONCRETE
NE3reh
TRUNK DIA SHOWN IN INCHES.
R -O -W RIGHT -OF -NAY Aft FIR TREE NOT SHOWN TO SCALE)
RECORD AS NOTED TRUNK DIA SHOWN IN INCHES.
CHERRY TREE (NOT SHOWN TO SCALE)
TRUNK DIA SHOWN IN INCHES.
RECOMMENDED FOR APPROVAL
By. Date,
By. Date,
By. Date,
By. Date.
VICINITY MAP N.T.S.
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DATE: 0511612014
DRAFTED
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CHECKED BY: E.J.G.
SCALE: 1' -20,
REVISION HISTORY
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JOB NUMBER: 13860
DATE: 0511612014
DRAFTED BY: V.L.J.
CHECKED BY: E.J.G.
SCALE: 1' -20,
REVISION HISTORY
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SHEET NUMBER
12 OF 15
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EROSION CONTROL NOTES
q t 1. THESE NOTES SHALL APPEAR FOR PROJECTS — SITE IMPROVEMENTS, SURFACE
C) WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: N
V_ 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
OPRE—CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON,
C)
PUBLIC WORKS DESIGN ENGINEER.
r 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 LIMTS 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 BEGINING OF CONSTRUCTION
Q AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS
J 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
O OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF
SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION
AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME
W THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON—SITE EROSION HAS
P*,-, PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/
z
SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE.
a 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE
I,_, INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS
z CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONITIONS DICTATE, THE PERMITEE
W SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE
NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPSED 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 RECIEVING 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.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE
DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST — MARCH 30TH) OR
SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST — SEPTEMBER 30TH) SHALL BE
IMMEDIATELY STABILIZED WITH THE APPROVED ERC COVER METHODS (e.g. SEEDING,
MULCHING, PLASTIC COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL
CONSTRUCTION SITES CLEARING BEWTEEN 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 ERC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE
ADDRESSED WITHIN SEVEN (7) DAYS.
12. THE ERC 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 — MARCH 30TH, ALL PROJECT DISTURBED SOIL AREAS,
THAT ARE TO BE LEFT UN—WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED
BY MULCH, SODDING, OR PLASTIC COVERING.
FILTER FABRIC MATERIAL 60" WIDE ROLLS.
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE.
2" BY 2" 14 GA. WIRE
FABRIC OR EQUIV.
FILTER FABRIC MP
2" BY 2" BY 14 C
FABRIC OF EQUIV.
PROVIDE 3/4" — 1.5"
WASHED GRAVEL BACKFILL
IN TRENCH AND ON BOTH SIDE
OF FILTER FENCE FABRIC ON
THE SURFACE.
2" BY 4" %A/
ALT: STEEL FENCE POSTS.
BRUSH BARRIER
NTS
NOTE:
15. ANY PERMANENT RETENTION/ DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL
EXISTING UTILITY LOCATI NS SHOWN HEREON ARE
BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACT R'SRESPNSIBILITYTODETERMINETHEEXACTVERTICALAND
STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION HORIZONTAL L CATI N F ALL EXISTING UNDERGROUND
SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES UTILIITES PRI R TO COMMENCING C NSTRUCTI N, NO
ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE ARE SHOWN HEREON, THE ENGINEER ASSUMES NO
REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. RESP NSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. NOT SHOWN IN THEIR PROPER LOCATION,
A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED CALL BEFORE YOU DIG: 811
SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW.
4. IN5 TALL CAI CH I3A51N F'KU I EC I IUN WHERE REQUIRED. j I ( INSTALL 20'x100' CONSTRUCTION
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). ENTRY, WITH 6 THICK RECYCLEDI— I CONCRETE.
TEMP. POND — TOP=428.0
11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES I OUTLET=425.50
SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT II L___ ELEv.=427.50 SEE CONTROL DETAIL AT BOTTOMIICONTROLISALWAYSINACCORDANCEWITHTHECITY'S EROSION ( SURFACE AREA REQUIRED—_ 302 SQ. FT.
ANn SFnIMFNT C:(NTR(I STANnARn I ,.,,T ^r-r-,..., r I SURFACE AREA PROVIDED=1 106 SQ. FT.
THE FENCE OF 100 FT.
4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES
SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS
SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE
THAT 85% OF THE SOIL CAN PASS THROUGH.
5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM
DIAMETER WASHED GRAVEL.
5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE
SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE
UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY
AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE
IMMEDIATELY.
FILTER FABRIC FENCE DETAIL
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
L.
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06/11/2014 NO.
STURCTURAL NOTES
1. THESE PLANS APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS
FOR STRUCTURES SUCH AS BRIDGES, VAULTS, WALLS, OR RETAINING WALLS REQUIRE A SEPERATE
REVIEW AND APPROVAL BY THE CITY OF RENTON PRIOR TO CONSTRUCTION.
2. ROCKERIES ARE CONSIDERED TO BE A MEHTOD OF BANK STABILIZATION AND EROSION CONTROL.
ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN THE 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 (IBC).
REVISION
SURVEYED:
GEODIMENSIONS, INC.
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
CHECKED:
BY I DATE I APPR I APPROVED:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORD04GLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
GRADING QUANTITIES
EXCAVATION: 2,072 CU. YDS.
BACKFILL: 380 CU. YDS.
R-3739137 1AmaT941
A-
R
CITY OF
Planning/Building/Public Works Dept.
CALL 811 BEFORE DIGGING
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
RECOMMENDOD FOR APPROVAL
By: Date+ V1611Y
By+
s
By+ Date=
By: Date+
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
GRADING/EROSION&SEDIMENTATION CONTROL
NE 2nd COURT / NILE AVENUE NE
0c, ;5? 1 """ cl l F-? __ll ' -:
1
02/10/2014
FIELDSOM.
PAGE:
DRAWING NO:
IN LINK FENCE TYPE 3 OR 4
PAY LIMIT
HOG RINGS - SPACED
2A-110AX, (TYR)
PULL POST GATE POST (TYP.) 3 112"'
DIAM, (NOM., SCH, 40)
TENSION WRE
FABRIC BMD (TYP.)
STRETCHER BAR (TYP,)
807TOM TENSION WIRE
TYP) (NOT RFOUIRED FOR
CHAIN LINK F-ENCE TYPE 4)
TleNSION WFAE
CHAIN UtW FEN[a FAWC
3 - 00 - CtIAIN LINK FENCE TYPE 3
Z - 0" - CHAIN LINK FENCE TYPE 4
StMOLE 0 FT, CHAIN LINK GO C+WN LINK FENCE TYPE 3 OR 4
PAY LIMIT
3
TENSION Wft FOR GA POST PULL POST
REQUIRED ONLY ON HINGESIDEnA TENSION ARE
Fill V16-0-00R11
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VI r, we SAM
TIE WIRES (7YR) -
SPACED 0 14R WkX
i Ir Rotjw (Typ;)
SINGLE GATE
TENSION
WRE
HOG fONGS - SPACED
0 24" MAX. (TYP.)
OFFE E
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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CHAIN LINK "TIE
STANDARD PLAN L -30.1"I
MEET I OF 2 SHEETS
APPROVED FOR PtfBLICATION
POSCO 8&*Qoch I// W16-11
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is
1 /2"X4" EXPANSION MATERIAL
N----------
I Sir
1/4-R AT JOINTS
PIPE ROLL FORMED:
1/2-X4- EXPANSION MATERIAL
NOTES
1/4-R AT JOINTS CEM_ CONC. CURB AND GUTTER
NOM, SIZE
A
WEIGHT
1000'MAX.
SCORE LIMES TO BE RADIAL W\
HOG RINGS (TYIP.)
SPACED 0, 2d* I+ 1, All concrete post bases shall be 10"
TO CURB AND GUTTER
SCH, 40)
END OR CORNER (BRACE) POST
PULL POST
TENSION WIRE IV MAX. (TYP.)
LINE POST - SPACED BRACE KNUCKLED SEtVAGE
1/2-X4" EXPANSION MATERIAL
1
1/4-R AT JOINTS SCORE LINES
Ie
POST ON— (TYP.)
END, CORNER, OR PULL POST
W"-WDTH OF SIDEWALK
2 Along the top and bottom, using Hog
510
1/2"X5" EXPANSION
FENCE, LINE
1/4-/r7. SLOPE
MATERIAL CURB RETURN
ONLY
Rings, fasten the Chain Link Fence
112°'R 1/4-/rT. SLOPE
x
2" DIAM
1/2-R
411 ---
PAVEMENT AS PER PLANS
Fabric to the Tension Wire within the
now
PAVEMENT AS PER PLANS
STANDARD CEM, CONC. PARKWAY- STANDARD CEM.
CONC. CURB AND
CURB AND GUTTER GUTMR
SECTION 6--A 5EQ-110N B—B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
GENERAL NOTESJOINMMMMYJOINTSSHALLBEPLACEDNOTTOEXCEED15' C/C NOR LESS THAN VY C/0- THEY SHALL
0
NOT BE LESS THAN 3110 IN THICKNESS AND SHALL BE =-NIIED 2- BELOW THE GUTTER UNE_ 1/2-
1HRU JOINTS SHAII BE PLACLO AT ALL COLD JOINTS AS DIREMED 81 ENGINEER AND SHALL EXTEND 1'
BELOW CONCRETE
3. Details are illustrative and shall not
WHERE THE SIDEWALK IS TO BE PLACED AGNNS7 TME CURB AND GUTTER. THE MN7 SHALL BE A COLD
KY r TENSION WIRE
JOIN7. 1/2-M 9- EXPAN90N MATEMAL SHALL BE RUCED FROM Ra'S M P.M'S AT ALL CURB RETURNS.
11r)6C EXPANNON MATERIAL SMALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL
TENSION WIRE limit hardware design or post selec-
THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REDUIREMENTS OF CLASS 8 (3/4) W111 AIR
ENIRNNMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WN ALL EDGES HAVING A 2 1/2m TODLED FINISH.
SUBGRADE COMPACTION SHALI. BE M (MOMMED PROCTOR). TYPICAL SEDEWALK
ADOPTED
Crff OF RENWIN
WIRE
7W
BrANDARD PLANE
LST DATZ: 04/04
FABRIC BAND (TY;:1)
DATE REWSION By RFP—RrD- DWG. NAME: F007 SP PACE. E007
FABRIC BAND (TYP,)
OFFE E
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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CHAIN LINK "TIE
STANDARD PLAN L -30.1"I
MEET I OF 2 SHEETS
APPROVED FOR PtfBLICATION
POSCO 8&*Qoch I// W16-11
CrAIT, oc-Sm p4owem CATF
is
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71
11N .1
z
TENSION WIRE
iLHOGRINGS (TYP.)
SPACED 0 24- MAX,
TENSION WIRE NOT ALLOWEDL
USE TOP RAIL TYPE 3
10' AX, 500'MAX-
END OR CCRNTENSION WIREE (BRACE) POST 1011
PULL COST POST - SPACED BRACE
A 009"0101.401-P a 1W MAX. POST
J
TENSION WIRE TIE WIRE TENSION WIRE
TYP-) Uj
STRETCHER TIE WIRE
UBAR (TY'P.) (TYP.)
FABRIC BAND (TYP.) U_
C
12777,,
t_____
CONCRETE POST
BASE (TYP.)
TYPE 4
KNUCKLED SF1 VAGF CHAIN LINK
P ,) TENSION WIRETYFENCEFABRIC POS
jw._. CONCRETE POST
BASS (TYP,) FABRIC BAND
r.n Jr.* L"Y.
TENSION WIRE NOT ALLOWED, TENSION WIRE N6rWMUW1
USE TOP RAIL USE TOP RAIL
PULL POST -SPACE HOG RINGS (TYP,)
500'MAX, spAcEn 24, mAx,
KNUCKLED BRACE POST
FABRIC BAND (TYP.)ty
KNUCKLED SELVAGE
TYP.)
POST AND RAIL SPECIFICATIONS
31/7
N----------
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PIPE ROLL FORMED:
NOTES
NOM, SIZE WEIGHT
1000'MAX. PULL POST - SPACED
1 O MAX
HOG RINGS (TYIP.)
SPACED 0, 2d* I+ 1, All concrete post bases shall be 10"
SCH, 40)
END OR CORNER (BRACE) POST
PULL POST
bm
D.
TENSION WIRE IV MAX. (TYP.)
LINE POST - SPACED BRACE KNUCKLED SEtVAGE
minimum diameter.
BRACE POST
1
@ 17 MAX, POST ON— (TYP.)
END, CORNER, OR PULL POST 21/2'DiAM.
2 Along the top and bottom, using Hog
510 FENCE, LINE
Rings, fasten the Chain Link Fence
x
2" DIAM 07-
Fabric to the Tension Wire within the
limits of the first fufl fabric weave.
0 TIE WIRE 3. Details are illustrative and shall not
KY r TENSION WIRE TENSION WIREY.
TENSION WIRE limit hardware design or post selec-
typFIEtionofanyparticularfencee,
x WIRE
7W
FABRIC BAND (TY;:1) FABRIC BAND (TYP,)
TIE WIRES
STRETCHER BAR (TYP,) SPACED Q 14- MAX.
STRETCHER BAR (TYR)
C
t
71
11N .1
z
TENSION WIRE
iLHOGRINGS (TYP.)
SPACED 0 24- MAX,
TENSION WIRE NOT ALLOWEDL
USE TOP RAIL TYPE 3
10' AX, 500'MAX-
END OR CCRNTENSION WIREE (BRACE) POST 1011
PULL COST POST - SPACED BRACE
A 009"0101.401-P a 1W MAX. POST
J
TENSION WIRE TIE WIRE TENSION WIRE
TYP-) Uj
STRETCHER TIE WIRE
UBAR (TY'P.) (TYP.)
FABRIC BAND (TYP.) U_
C
12777,,
t_____
CONCRETE POST
BASE (TYP.)
TYPE 4
KNUCKLED SF1 VAGF CHAIN LINK
P ,) TENSION WIRETYFENCEFABRIC POS
jw._. CONCRETE POST
BASS (TYP,) FABRIC BAND
r.n Jr.* L"Y.
TENSION WIRE NOT ALLOWED, TENSION WIRE N6rWMUW1
USE TOP RAIL USE TOP RAIL
PULL POST -SPACE HOG RINGS (TYP,)
500'MAX, spAcEn 24, mAx,
KNUCKLED BRACE POST
FABRIC BAND (TYP.)ty
KNUCKLED SELVAGE
TYP.)
POST AND RAIL SPECIFICATIONS
31/7
N----------
I Sir
PIPE ROLL FORMED:
POST
NOM, SIZE WEIGHT
SCH, 40) SECTION bm
D. 1
END, CORNER, OR PULL POST 21/2'DiAM. oy 510 FENCE, LINE
FABRIC LOOP
2 SIDESLINE', OR WtACE POST 2" DIAM 07-
CHAIN LINK FENCE & GATE DETAIL
FENCE MUST BE COATED WITH "'BLACK"' VINYL
REVISION
ac _K/
NOTE, Monument CqAe & Cover
1 STAhOARD MONUAENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS
1976,
2. THE CASTINGS SHALL BE GRAY-!RON CASTINGS, ASTM DESIGNATION A-48, CLASS 40.
THE COVER AND SEAT SHALL SE MACHINED SO AS TO HAVE PERFECT CONTACT
AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE.
3. WHEN THE MONUMENT CASE AND COYER ARE PLACED IN CONCRETE PAVEMENT, A CEMEhT
CONCRETE BASE WILL NOT BE NECESSARY .DADOPTIED
4< SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7-05.3(l) FOR CITY OF RENTON
ADJUSTMENTS TO GRADE. +A= +1
STANDARD PLANSAIM
LST DATE: 1 -Feb-89
DWO NAME: IM -04 SP PAGE H031
SURVEYED:
CRAMER NW
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
CHECKED:
BY DATE APPR I vPw,&D:
SCALE.
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINMY
VERTICAL: NAW 1988
HOMZONTAL- NAD 1953/1991
DATUM
STRETCHER
BAR (TYR)
TENSION WIRE
STRETCHER
AS RIC
METHOD OF FASTENING
STRETCHER BAR TO POST
v.
P F4
x
fi
b;
V 1
CHAIN LINK "1A
FENCE FABRIC i
R
I
t;
A 11
S r lzi
CHAIN LINK FENCE
TYPES 3 AND 4
STANDARD PLAN L-20.10-02
SHEET I OF 2 SHEETS
APPROVED FOR PUBLICATION
Pasco sakatich /it 06(21112 I.
ENORSTA64— M MS#" OWER T
AM
INSTAL LATI ON OF ND.0 , INCA. IISD. U. INCIG
DH5TzVTj0N OF- 541 F_ HILL. t f! Pore
by U.5, P05TAL
F -,,-w .111G ,
MTV
R-313915
ti CITY OF
RENTON
Planning/Building/Public Works Dept.
n r
U.S.P.0, Neighborhood Delivery and
Collection Box Unit Mailbox) IrataUttion
ADOPTED
CrrY OF RENTON
STANDARD PLAM
LST DATE: 1 -Aug-87
DWG NAME: HR -06 SP PAGE- H026
RECOMMEND FOR APPROVAL
By: Date,. to
By-. Date:
By: Date-,
By: Date:
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
DETAILS
NE 2nd COURT / NILE AVENUE NE
10/2/2013
FIELI)BOOK:
PAGE:
I DMVANG NO:
IEET_
5
OF-
15
ISS
STORM WATER STANDARD PLAN NOTES
d., 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
O 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETINGNMUSTBEHELDBETWEENTHECITYOFRENTONPLANREVIEWSECTIONANDTHEAPPLICANT. T
C) 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE
RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND
MUNICICPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKSr
ASSOCIATION (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
THESE PLANS. ALL CORRECTIONS 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. DOMESTIC WATER CONVEYANCE, SEWER
I- CONVEYANCE, GAS, ELECTRICAL, ETC.). tHE SURFACE WATER DRAINAGE SYSTEM SHALL BE
CONSTRUCTED ACCORDING TO THE APPROVAED PLANS, WHICH ARE ON FILE WITH THE CITY.
J ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY
0. OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
I- 5. A COPY OF THESE APPROVED PLANS MUST BE_ ON THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
0 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOUYRS OF 7 A.M. TO 7 P.M.,
MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE
Q%) APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON.
7. IT SHALL BE THE APPLICANT/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION
Z EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW
0 AND APPROVAL PRIOR TO CONSTRUCTION.
II`_ 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS
Z SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS
W OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF
RENTON.
9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON.
REFERENCE BENCHMARK AND ELEVATIONS ARE NOTES ON THE PLANS.
10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST
BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW AND APPROVAL.
11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO
95% (PERCENT) DENSITY, STANDARD PROCTOR.
12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK
IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF
RENTON TRENCH RESTORATION STANDARDS.
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE OPERATION PRIOR TO CLEARING AND BUILDING
CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTANED UNTIL CONSTRUCTION IS
COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN
CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC
WORKS DEPARTMENT, SURFACE WATER SECTION.
15. ALL PIPES AND APPURTENANCES SHALL BE LAID ON THE PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION OF ROAD
AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM
OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS, PLACEMENT AND COMPACTION OF
REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL
BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA
CLASS "C", WITH THE EXCEPTION OF PVC PIPE.
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER
INSIDE AND OUTSIDE.
17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING
LIDS, UNLESS OTHERWISE SHOWN ON THE APPROVED PLANS. ALL DRAINAGE STRUCTURES ASSOCIATED
WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT
WIDTHS AND BUILDING SETBACK LINES.
19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN COTY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT
LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM
OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, SHALL BE
OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOTT AND MUST MEET THE FOLLOWING
SPECIFICATIONS:
4 _ 8 INCH ROCK / 40 _ 70% PASSING;
2 4 INCH ROCK / 30 40% PASSING; AND
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE
SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION.
AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE
SUBMITTED TO THE CITY UPON COMPLETION.
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR
THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE
FOLLOWING:
A. EACH OUTLET SHALL BE SUTIABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS
TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOTTING DRAINS, DRVIEWAYS, YARD DRAINS,
AND ANY OTHER SURFACE OR SUBSURAFCE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE
FOR THIER INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING POSITIVE DRAINAGE TO
AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2"x4" STAKE MARKED
STORM" OD "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND
BE SECURED TO THE STAKE.
C. PIPE MATERIAL 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. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO
CONVEY FLOWS THROUGH INDIVIDUAL LOTS.
E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL
STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTLILITES (e.g. POWER, GAS,
TELEPHONE, TELEVISION).
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARR.ELL OFFE, P.E.
CCTV INSPECTION NOTE:
a. THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV
INSEPCTION VIDEOS AND WRITTNE REPORTS. THE CCTV INSPECTION
SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING
CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY
OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER
DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES.
SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITHTHE CITY'S
VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO
SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO
PLAYER (i.e. mpg VIDEO FILE FORMAT) AND IS COMPATIBLE WITH
GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN
PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING
STRUCTRURES AS SHOWN (AND IDENTIFIED) ON THE APPROVED PROJECT
CONSTRUCTION PLANS.
b. THE COSTS INCURRED IN MARKING THE INITIAL CCTV INSPECTION SHALL
BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL
COSTS INCURED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV
INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION,
EX FI LTRATI 0 N TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY
TO VERIFY THE CORRECTION OF SAID DEFICIENCY.
c. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN
THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE
DEVELOPER.
I—
O w
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23.5' R/W _ I
NOTES:
1. When the driveway width exceeds 15 feet, construct a full
depth expansion joint (see Standard Plan F-3) with 3/8" joint
filler along the driveway centerline.
2. Construct expansion joints parallel with the centerline as
required at 15' maximum spacing when driveway widths exceed
30'. See Std. Plan F-3 for sidewalk details.
3. Curb and gutter shown, see the Contract. Plans for the
curb design specified. See Std. Plan F-1 for curb details.
4. Avoid placing drainage structures, junction boxes or other
obstructions in front of driveway entrances.
5. When driveway approaches are constructed in a commercial zone,
the concrete driveway entrance shall be thickened from 6 inches
to 10 inches. This includes concrete approach Types 1-4,
sidewalks constructed behind the driveway apron, and the curb and
6. Sidewalks at driveway approaches and driveway
apron to be 6" min. depth of conrete.
gutter associated with each driveway approach. •::' .
DRIVEWAY °. # S
BY OTHERS)
CEM. CONC.
CURB & GUTTER
s : _ (SEE NOTE 3)
CEMENT CONCRETE 6
DRIVEWAY ENTRANCE
SIDEWALK WHERE SHOWN SIDE SLOPE (TYP.)
Wit.• •5'' . .. • •..'
Y
DEPRESSED
GP '` CURB & GUTTER
SEE NOTE 3) P S
SIDEWALK & DRIVEWAY APRON
SEE NOTE 6)
23.5' R/W
16' CONCRETE DRIVEWAY ENTRY
W/LANDSCAPE STRIP
N.T.S.
L.
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07/07/2014 IIT261
SE 2ND COURT
N.T.S.
COMMENDED FOR APPROVAL
By Date: `7 /v /V
U
By:
t, Date:
By: Date:
By: Date:
REVISION
NOTES:
1. When the driveway width exceeds 15 feet, construct a full 6. Sidewalks at driveway approaches and driveway
depth expansion joint (see Standard Plan F-3) with 3/8" joint apron to be 6" min. depth of conrete.
filler along the driveway centerline.
2. Construct expansion joints parallel with the centerline as
required at 15' maximum spacing when driveway widths exceed
30'. See Std. Plan F-3 for sidewalk details.
3. Curb and gutter shown, see the Contract. Plans for the
curb design specified. See Std. Plan F-1 for curb details.
4. Avoid placing drainage structures, junction boxes or other
obstructions in front of driveway entrances.
5. When driveway approaches are constructed in a commercial zone,
the concrete driveway entrance shall be thickened from 6 inches
to 10 inches. This includes concrete approach Types 1-4,
sidewalks constructed behind the driveway apron, and the curb and
gutter associated with each driveway approach.
DRIVEWAY
BY OTHERS)
ar
CEM. CONC.
4,CURB & GUTTERRey . • SEE NOTE 3)
6 °`' • _.y. DRIVEWAY ENTRANCE
SIDE SLOPE (TYP.)
DEPRESSED
CURB & GUTTER
t' (SEE NOTE 3)
ti DRIVEWAY APRON
SEE NOTE 6)
16' CONCRETE DRIVEWAY ENTRY
bi
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N.T.S.
22' 10'
EX. PAVED SECTION EX. PAVED SECTION 13.5'
2%
1' FLAT
MAX.
5' CONCRETE
NILE AVENUE NE
SIDEWALK
8' LANDSCAPE
STRIP
N.T.S.
STRIP
R-3 13 916
TIT11 F-41AVWAWMWAFAA&K
s
GOD IMENSIONS, INC.
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E. ONE INCH
CHECKED:
r" FULL SCALE
IF NOT ONE INCH
SCALE ACCORDIINGLY
SCALE
BY I DATE I AP P R I APPROVED:
VERncAL: NAVD IM
HORIZONTAL: NAD 1983/1991
DATUM
Ak CITY OF
IOU RENTON
Planning/Building/Public Works Dept.
7
e
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
STORM DETAILS AND NOTES
NE 2nd COURT/NILE AVENUE NE
02/10/2014
FlEUMOOK:
PAGE:
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s
G OD IMENSIONS, INC.
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E. ONE INCH
CHECKED:
r" FULL SCALE
IF NOT ONE INCH
SCALE ACCORDIINGLY
SCALE
BY I DATE I AP P R I APPROVED:
VERncAL: NAVD IM
HORIZONTAL: NAD 1983/1991
DATUM
Ak CITY OF
IOU RENTON
Planning/Building/Public Works Dept.
7
e
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
STORM DETAILS AND NOTES
NE 2nd COURT/NILE AVENUE NE
02/10/2014
FlEUMOOK:
PAGE:
DRAWING ND:
V
N
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r " kjrf ce Wafer T)esa„ n'11:1513"ua! Appendix
C745
GRAVEL—FILLED TRENCH — "LIMITED INFILTRATION"
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drain
PLAIN 'VIEW
PARKING
its, y
NTS rg"d ov 6 11exiole
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IERPE1114 01CULAR
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STANDARD PLAN F-40-15-02
SHEET 'I OF 1 S# ET
4"x4"
Tinf -Astir: n tl-eal h
TOP OF CONC. :z
surnp wisc%id lid
POST
C -D
SIDEWALK
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PLAN VIEW
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ITS
Q
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C745
GRAVEL—FILLED TRENCH — "LIMITED INFILTRATION"
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PARKING
its, y y 4 {{
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STANDARD PLAN F-40-15-02
SHEET 'I OF 1 S# ET
4"x4"
J
TOP OF CONC. :z i POST
C -D
SIDEWALK
Q
A
C
I I
To
m
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zo
a
POST BEHIND SIDEWALK
45LF., GRAVEL FILLED TRENCH / 2" WASHED ROCK TRENCH
LIMITED INFILTRATION" PER DETAIL ALONG DOWNSLOPE SIDE TYPICAL HOUSE BMP PLANLEFT, TYPICAL. OF DRIVEWAY
CRAWL SPACE ELEVATION TO BE
ABOVE OVERFLOW ELEVATION OF TRENCH
IMPERVIOUS MITIGATION: (A) SHEET FLOW DRIVEWAY OVER 25' MINIMUM VEGETATION,
B 600 SQUARE FEET OF ROOF AREA INTO 45' OF GRAVEL FILLED TRENCH(ES); AND
C CONVEY BALANCE OF ROOF AREA THROUGH A PERFORATED PIPE CONNECTION TO STORM SYSTEM
NO PARKING” SIGN INSTALLATION
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
ECOMMEN D FOR APPROVAL
By Date: 71tbttq
By:...
E
Date:
By: Date:
By: Date:
L.
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TEXT OF INSTRUOTI NS
You- , l rvt ,er ty r, ntains cstory nwater rvanagement flaw control 8MM i' best management piacicex c^a.ted a
perforated pipe conneclicnn." whi,:,;Jh was installed to reduce the stormwater runoff impacts of sole o,, all of
the irr:pPeri .,,Ous Surface on youtproperly A perfoaced pipe v or nett€OI` is a lenot°t of drainage conveyance
pt,pe with holes t'1 the tottocm designed to "leak runott, conveyed ley `he pipe. into a gravel fllletd trench
where li can be soaked into The surrounding sail. The connection is intended to provide op ortunilly fol
infiltration of any runoff that is being conveyed fr°orn an :rMperVIIOUs surface. (us,.rar y a root) to a local
d" ainage systern suc= i as a ditch of i Cadvway pipe system.
The size and composition of the peg {ora#ed pipe conriectro n asdepicted by the flow control BMP site plan
and' design details must e maintained a`d may rt be Changed Vt-c .t w.r" ter,. approval either rorn the
Kit=-o my Water and Lind Resources Divislor. ortttToo gh a futu re. devel op,,ne n`t perm, It from Kin
COL"Pty The Noir overtop f the perf=r ated portion oo- the systern rn jst not be dor npacte'd o Overlxd with
impetvio uIw matenals,
FIt;t R'f'e (7..2.1 LA l gERFM.AI`El) P1 PE ('0;.4;'11fet7101 FOR A S.kN(.;l,aF FAW:f .P €, kA6F
TRENCH -SECTION
NTS
slope
PLAN VlEl; OF 1111frf-F,
NTS
to road
drainage sys €ern
2'X10'
level trendh
wi perf pipe
V11)121 a
C-81
6" PERFORATED PIPE CONNECTION
NOTES
A CURIO RAMP WIDTH 4" - 9' MIN LANDING TO MATCH A.
G? CURB RAMP WIDTH - SEE CONTRACT PIANS CURB RAMP WIDTH 4'- (r MIN. 1. Provide a separate Curb Ramp for each marked or urwn erked crosswalk.
I LANDING TO MATCH CURB RAMP Curb Ramp to #B shall be placed within y associatedtheaSted
I
vtnrrTrr - SEECONTRACT IFNs
GRADEAral4 sR Al I raDr o
crosswsaW or as shown in the Contract Ptans.
LL LANDING I
GRADE BREAK Z VVhere "GRADE BREAK is called c ut:, the entire lengiti of the grademSEFCONTRACTPLANSwCURSRAMP —.
YGRADEBREAK , briank the two a t surto plan shall be ousel, 4' J h rN. CEMENT CONCRETE TE ,DEVOLK b _.,_ ------------
SEFSEE CONTRACT PLANS . r + SEE NOTE 5
c MIN.
F ' i PROSMOOTH
rA 3 Io not piece Gr°atlrw, Junction Boxes, A Caters, or appur -
TRANSITION TO`j. nances in front of the Curia Ramp or on any part of the Curia Ramp orCEMENTCONCRUE
SIDEWALK - SEE NOTES ti
t`; 1' SIDEMALK SEE CONTRACT PLANS SEE CONTRACT PLANS - Landing - MIN,
ti
A IDTH (i`'"`'".j 4' - ` IVlIr .
1 P,9rN. ,
4I,.-
4` _ (Y MIN.
2. 'I .. 2 MAX. 4. Sw the Contract Drys for the curb design specify, See S'rd Pura
FLARE (TYP)xr aNsrory , ., _ P-10.12 fear Curia, Curb and Gutter, Depressed Curb and Gutter, and
t3rNT (TYP) SEE _._- .-- .. ._.... '..-., 13€1wrER VNDTN -- MATCH TO
I p._,
CURB FfAP DEPTH (TYP) P6deSrian Guru teiac.
F-3A1t39` EXPANSION GUr3 cAMP STANDARD PIAN
J0NT (TYP.) - SES . 1 6 See S ndard Plain F-3&10 for Cent Concrete Sidewalk details,
STANDARD MAN rb-3I:10[ GRADE
f ; BREAK TRANSITION ro SIDEWALK ALK euFr rMr. €= See Cot act Plans for widthand placement of skkwalk.
GRAD BREAK
y € I PRESENT, OR TO BACK OF CURB (TYP.) UE BgM
SEE ooraTw4cT PLANS Cu rte inclIiem
Its 0% MAX10,0% ,. the Curb, r a and C lop Curb a Alter,
ay., rw
CURB. OR CURB _._ <,_ - CEMENT ETE
Pedestrian Carta' or Sls r+allk
AND GLITTER 1 _ _...
RRCURB, ORCURB -
m _> _
PE TRIAN Curse - 7. The Curie maximum running Slope shall not refire the ramp lengthSEENOTE4 < . ;, ,, Ai r1 Gi17'1'EI , ,. I ..._ SEE NOTE d
x I 7 c Anl.Iv Ialra sura;4C - ser Nc T°r - _ exceed 15-t its a I tiaslryg the slope irrtiielfinit>el+ when cx rtryedlrug
SEE STANDARD PLAN F.1D
O r
I ETECTIwBLE RI SifRfACE to steep grades. ~ applying they 't&fit maximum ierygth, the ninrtuyg
FACE OF CURBi I ACE Or colas : ` SEE STAlrMRD PWM F-".40slope of the Curb Ramp shall as flat as Isaable.
DEPRESSED CUR13 AND GUTTER- DEPRESSED CURB AND G(MER $. Guth Ramp, Landing, and Plans shall rewi broom finish, See
TO curse tom.} CROSSWALKss'
rCROSSWALKMEA84
Rn:0 a I.c:r.. ` SEE NOTE 4 CROSSWALK ftoda€rd ftatons 844.
PLAN VIEW
TYPE PERPSNOICULAR A
OETECTABLE WARNING iURFACE -
SEE STANDARD PIAN F45,10
4... MIN 15 _ 0 MAX
SLOPE TREATMENT -
SFE CONTRACT PLANS SEE NOTE 7
SEE STANDARD PLAN F-30.40 i GRADE BREAK
2.0 MAX
n S.s MAX.
LANDING CUPS RAMP ca
IT :it
SECTION
LEG"D
V _ SLOPE IN EITHER DIRECTION
PLAN VIEW
TYPE PERPENl3 ULAR R
SH0AN WIT" BUFFER), CBAENT CONCRETE
f
DETECTABLE WARNING SURFACE
PEDESTRIAN CURB SEE STANDARD+iirPLANF -Ad
SEE NOTE 4
GRADE. BREAK
COUNTER SLOPE 2
5.0% MAX. 3" R. TYP , - y DEPRESSED CURB AND GI.J'r'} R w.
SEE MOTE 4
f' TOP OF ROADWAY
DEPRESSED CURB AND MUTTER -
SEE STANDARD PLAN F-10.12
CEMENT CONCRETE CURB RAMP "TYPE
MIT -
ISOMETRIC VIEW
TYPE PERPENDICULAR A PAS` UTAIT
SURVEYED:
GEODIMENSIONS, INC.
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
CHECKED:
REVISION BY DATE AP P R APPROVED:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDMKMY
CEMENT CONCRETE CURB ?(r
ANI] WTTER 4 SEE NOTE 4 ts
NO
Cts RADWS DETAIL U 9
i
PARKING
its, y y 4 {{
MY
nME
IERPE1114 01CULAR
24"
STANDARD PLAN F-40-15-02
SHEET 'I OF 1 S# ET
APPROVED FOR PUBLICATION
J MIN.
asccBakofth !N 6120113 j
C -D CD
Q CLR.
m
Q
zo o
U
0 0 4„x4„
POST Mv0
TOP OF GROUND
1 o OR TOP OF CONC.
Of SIDEWALK
P V
DEPENDING ON SIZE OF
I SIGN AND NUMBER OF
N SIGNS ON POST (TYP.)
POST WITHIN LANDSCAPE STRIP
NOTE:
LEGIBILITY DISTANCE SHOULD BE AT LEAST
40 FEET PER INCH OF LETTER HEIGHT.
NO PARKING” SIGN INSTALLATION
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
ECOMMEN D FOR APPROVAL
By Date: 71tbttq
By:...
E
Date:
By: Date:
By: Date:
L.
v°°°°°°e°
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O11
NAL °°' 07/07/2014 NO.
C '. 11 " :RI ( )RA i'}.17
TEXT OF INSTRUOTI NS
You- , l rvt ,er ty r, ntains cstory nwater rvanagement flaw control 8MM i' best management piacicex c^a.ted a
perforated pipe conneclicnn." whi,:,;Jh was installed to reduce the stormwater runoff impacts of sole o,, all of
the irr:pPeri .,,Ous Surface on youtproperly A perfoaced pipe v or nett€OI` is a lenot°t of drainage conveyance
pt,pe with holes t'1 the tottocm designed to "leak runott, conveyed ley `he pipe. into a gravel fllletd trench
where li can be soaked into The surrounding sail. The connection is intended to provide op ortunilly fol
infiltration of any runoff that is being conveyed fr°orn an :rMperVIIOUs surface. (us,.rar y a root) to a local
d" ainage systern suc= i as a ditch of i Cadvway pipe system.
The size and composition of the peg {ora#ed pipe conriectro n asdepicted by the flow control BMP site plan
and' design details must e maintained a`d may rt be Changed Vt-c .t w.r" ter,. approval either rorn the
Kit=-o my Water and Lind Resources Divislor. ortttToo gh a futu re. devel op,,ne n`t perm, It from Kin
COL"Pty The Noir overtop f the perf=r ated portion oo- the systern rn jst not be dor npacte'd o Overlxd with
impetvio uIw matenals,
FIt;t R'f'e (7..2.1 LA l gERFM.AI`El) P1 PE ('0;.4;'11fet7101 FOR A S.kN(.;l,aF FAW:f .P €, kA6F
TRENCH -SECTION
NTS
slope
PLAN VlEl; OF 1111frf-F,
NTS
to road
drainage sys €ern
2'X10'
level trendh
wi perf pipe
V11)121 a
C-81
6" PERFORATED PIPE CONNECTION
NOTES
A CURIO RAMP WIDTH 4" - 9' MIN LANDING TO MATCH A.
G? CURB RAMP WIDTH - SEE CONTRACT PIANS CURB RAMP WIDTH 4'- (r MIN. 1. Provide a separate Curb Ramp for each marked or urwn erked crosswalk.
I LANDING TO MATCH CURB RAMP Curb Ramp to #B shall be placed within y associatedtheaSted
I
vtnrrTrr - SEECONTRACT IFNs
GRADEAral4 sR Al I raDr o
crosswsaW or as shown in the Contract Ptans.
LL LANDING I
GRADE BREAK Z VVhere "GRADE BREAK is called c ut:, the entire lengiti of the grademSEFCONTRACTPLANSwCURSRAMP —.
YGRADEBREAK , briank the two a t surto plan shall be ousel, 4' J h rN. CEMENT CONCRETETE ,DEVOLK b _.,_ ------------
SEFSEE CONTRACT PLANS . r + SEE NOTE 5
c MIN.
F ' i PROSMOOTH
rA 3 Io not piece Gr°atlrw, Junction Boxes, A Caters, or appur -
TRANSITION TO`j. nances in front of the Curia Ramp or on any part of the Curia Ramp orCEMENTCONCRUE
SIDEWALK - SEE NOTES ti
t`; 1' SIDEMALK SEE CONTRACT PLANS SEE CONTRACT PLANS - Landing - MIN,
ti
A IDTH (i`'"`'".j 4' - ` IVlIr .
1 P,9rN. ,
4I,.-
4` _ (Y MIN.
2. 'I .. 2 MAX. 4. Sw the Contract Drys for the curb design specify, See S'rd Pura
FLARE (TYP)xr aNsrory , ., _ P-10.12 fear Curia, Curb and Gutter, Depressed Curb and Gutter, and
t3rNT (TYP) SEE _._- .-- .. ._.... '..-., 13€1wrER VNDTN -- MATCH TO
I p._,
CURB FfAP DEPTH (TYP) P6deSrian Guru teiac.
F-3A1t39` EXPANSION GUr3 cAMP STANDARD PIAN
J0NT (TYP.) - SES . 1 6 See S ndard Plain F-3&10 for Cent Concrete Sidewalk details,
STANDARD MAN rb-3I:10[ GRADE
f ; BREAK TRANSITION ro SIDEWALKALK euFr rMr. €= See Cot act Plans for widthand placement of skkwalk.
GRAD BREAK
y € I PRESENT, OR TO BACK OF CURB (TYP.) UE BgM
SEE ooraTw4cT PLANS Cu rte inclIiem
Its 0% MAX10,0% ,. the Curb, r a and C lop Curb a Alter,
ay., rw
CURB. OR CURB _._ <,_ - CEMENT ETE
Pedestrian Carta' or Sls r+allk
AND GLITTER 1 _ _...
RRCURB, ORCURB -
m _> _
PE TRIAN Curse - 7. The Curie maximum running Slope shall not refire the ramp lengthSEENOTE4 < . ;, ,, Ai r1 Gi17'1'EI , ,. I ..._ SEE NOTE d
x I 7 c Anl.Iv Ialra sura;4C - ser Nc T°r - _ exceed 15-t its a I tiaslryg the slope irrtiielfinit>el+ when cx rtryedlrug
SEE STANDARD PLAN F.1D
O r
I ETECTIwBLE RI SifRfACE to steep grades. ~ applying they 't&fit maximum ierygth, the ninrtuyg
FACE OF CURBi I ACE Or colas : ` SEE STAlrMRD PWM F-".40slope of the Curb Ramp shall as flat as Isaable.
DEPRESSED CUR13 AND GUTTER- DEPRESSED CURB AND G(MER $. Guth Ramp, Landing, and Plans shall rewi broom finish, See
TO curse tom.} CROSSWALKss'
rCROSSWALKMEA84
Rn:0 a I.c:r.. ` SEE NOTE 4 CROSSWALK ftoda€rd ftatons 844.
PLAN VIEW
TYPE PERPSNOICULAR A
OETECTABLE WARNING iURFACE -
SEE STANDARD PIAN F45,10
4... MIN 15 _ 0 MAX
SLOPE TREATMENT -
SFE CONTRACT PLANS SEE NOTE 7
SEE STANDARD PLAN F-30.40 i GRADE BREAK
2.0 MAX
n S.s MAX.
LANDING CUPS RAMP ca
IT :it
SECTION
LEG"D
V _ SLOPE IN EITHER DIRECTION
PLAN VIEW
TYPE PERPENl3 ULAR R
SH0AN WIT" BUFFER), CBAENT CONCRETE
f
DETECTABLE WARNING SURFACE
PEDESTRIAN CURB SEE STANDARD+iirPLANF -Ad
SEE NOTE 4
GRADE. BREAK
COUNTER SLOPE 2
5.0% MAX. 3" R. TYP , - y DEPRESSED CURB AND GI.J'r'} R w.
SEE MOTE 4
f' TOP OF ROADWAY
DEPRESSED CURB AND MUTTER -
SEE STANDARD PLAN F-10.12
CEMENT CONCRETE CURB RAMP "TYPE
MIT -
ISOMETRIC VIEW
TYPE PERPENDICULAR A PAS` UTAIT
SURVEYED:
GEODIMENSIONS, INC.
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
CHECKED:
REVISION BY DATE AP P R APPROVED:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDMKMY
CEMENT CONCRETE CURB ?(r
ANI] WTTER 4 SEE NOTE 4 ts
1
j
Cts RADWS DETAIL U 9
i
its, y y 4 {{
IERPE1114 01CULAR
CURB RAMP
STANDARD PLAN F-40-15-02
SHEET 'I OF 1 S# ET
APPROVED FOR PUBLICATION
asccBakofth !N 6120113 j
ISOMETRIC VIE'Iflt U,Al* tftWWwk-,
TYPE PIERPENE*CULAR S PAY L.lWT
wftwwvl— skov c '.+1, 1 °d T—
HORIZONTAL- NAD 1983/1991
DATUM
ak.jrco INC 1 UINN
RAS/S
CAT
FAII Cc
CEMENT CONCRETE
PEDESTRIAN CUR8
3/8" EXPANSION JOINT DETECTABLE WARNING
SEE STD. PLAN F-3) PATTERN (SEE DETAIL)
A (:
c
Y
Yl
rya
ylr .bra su
A(
T
tSll auP
T
44
Ir1
Y
IPL6' -
tl ° X
BUFFER DISTANCE FROM P.G. RAMP LANDING
STRIP
SIDEWALK RAMP TYPE 4g
PLAN VIEW
SEE STD. PLAN H -5c)
ISOMETRIC VIEW
SIDEWALK RAM TYPE 4B
Sheet t of 9
ADOPTED
CITr OF TaL+1'1"b1Q
f t
STODARII PLOS
LSP DATE: 04/44
OWG. NAME: F013 SP PAGE: FO 13
R- 313911
42" MAX
24" MIN
f'
CEMENT `.
1-1/2' CONCRETE
CLASS `B'
3'
5/8th
1-1 /2' MINUS
CRUSHED
ROCK
w
8" FOR ALL ARTERIALS
2' MIN
tEARANCE FROM
FACE OF CURB.
10' MIN
CLEARANCE IF
NO CURB
GROUND MOUNTED STREET NAME SIGNS
O RENTON 7 SHORT PLAT 02/10/2014
as ,.z CITY RRIM3OOK:
hilOJAYMARC HOMES, LLC PAM:
STORM DETAILS AND NOTES ORAVAW NO:
Planning/Building/Public Works Dept.
NE 2nd COURT / NILE AVENUE NE
SHM.
7
OF'
15
DETA I LS
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
qqr-
CQ EXPOSED EARTH ON POND BOTTOM AND STEPS
N INTERIOR SIDE SLOPES SHALL BE SODDED OR SEEDED
T WITH AN APPROPIATE SEED MIXTURE, SEE SHEET 5-22
0 KCSWDM PLANTING REQUIREMENTS
O
32+00
INSIDE CORNER OF WALL - 15" C
STA. 32+54.77, 26.5 LT. MP
TOP OF WALL=428.25
rR
w
INSIDE CORNER OF WALL
STA. 32+53.00, 121.0' LT.
TOP OF WALL=428.25
WET CELL#2
VOLUME REQUIRED=3442 CU. FEET
VOLUME DESIGNED=4284 CU. FEET
6' CHAIN LINK GALVANIZED FENCE
VINYL COATED 'BLACK" (TYPICAL)
FENCE TO BE TYPE 4 WITH DOUBLE
SWING GATES, SEE DETAILS SHEET 5
E= 4 -1--!It, 1 b__
47,1.%3(0
OVERFLOW=427.75
5
STA. 21+56.0, 29.01RT.
C13#3, TYPE I.
RIM=429.30 "
IE=425.13, 12"
IE -421.561 1'5'"
GRAPHIC SCALE
4�'j�� 0 10 20 40
l2rM = 41-T 14-
��cN,E
)1 inch = 20 feet
16' (2-8' GATES GATE 6' CHAIN LIN K
/VINYL COATED BLACK
rn e a w
00 0 Q co
n CB 4 TYPE -1 r < 0 a ~00
~ of CB 3 TYPE
ZT69 GRAT = 6' CHAIN LINK GALVANIZED FENCE = = [IfE: �— R:IM-429.30
430... �.... : _ ......... _ . ........ .?�.•9 IE= �?1,T -,..12": VINYL COATED ...BLACK...(TYPICAL)........... a ............................... :..... IE-425.13,..1w2�, . , ..........:......... ...... :. 430
2.00-7, TOP=428.25 — — . -- , �` — u-'
—�\ — _ _ _
Of
—
1
DESIGN W.S.=427.25 COVER .— _ — — — I
—
a---------�---- MIN. REDUNDANT OVERFLOW I z
0 IS a
MITERED END 162LF.9 12 N -12@S
...............w....................w.....................
................................................ I. .......... . Q ......................
.W/TRASH BACK. ... .. .......
Ld 422.74 167LF., 15" CMP@S=�, } 62LF 15"N -12@S=0.50%
z ( _
. . . .
0
OVERSIZED STEEL SLEEVE
420420
..s.�....�.... .. ,....a .......................... ................. _...... .......,..............._... .........., .. ......A...............,...................................... .. ................. .,. ....... ....,........ ....... ..... _. .............
j CONCRETE WALL,.. DESIGNED.BY �OTH��RS�.....
4" -MIN. CLASS "B" ASPHALTIC CONCRETE
PAVEMENT— 2-2" LIFTS REQUIRED
"MIN. CRUHE D SURFACING TOP COURSE A
A6 SECTION
jC0NTR0L . STRUC E
c c a o CB 2, TYPE 11— 54" CB#l, TYPE 11'48 " =1E-421.56, 5 , (N
EW)
RIM' 429.60 RIM' 427.50
E=421.90, 15 I E=-421.59, 15"
410 a V V
OVERFLOW= 427.25 410
L,
° °
OFFE NGINEERS ° �� � �4.Sy,Nc °°,� SURVEYED:
�o oGEODIMENSIONS, INC.
13932 SOUTHEAST 159TH PLACE ° y " DESIGNED:
° -r e' D.L. OFFE, P.E.
RENTON, WASHINGTON 98058 e DRAW"
PHONE: 425-260-3412 P'00, °°�'F 274 0 0 ° CHECKED:L. OFFE, P.E.
�� O/STE0�°°��
CONTACT: DARRELL OFFE, P.E. Fss!oNa�° �-� 06/1 1 /2014 No. REVISION BY DATE IPPR APPS:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
A 1 Woodinville ��ca �. mislt �md "� T7, Suitt: 10)
Phone: 425-814-8448 . 4Z"-,-821-213`)
T
........... -
T
I
422.74
f—
a
t
H
VINYL COATED BLACK"
L8
'
WET CELL#1
i
1e— .
----_
-----
`
Y2'i
#5 12
�7iI
#5 Y
5
_'— {
1:2 Fi W {4
VOLUME REQUIRED=1853 CU. FEET
c°c+` 1:2
w4 ! �
ai
R
1
NOTCH IN WALL
O
VOLUME DESIGNED=2052 CU. FEET
'427.75
o
_ _ DESIGNN=W=S_ 427:25
3:1
422.74
10, r
420. o ..................
.4=°-°6,,. -SPALLS . o ...............
Mw F'
f
............. .
COMPACTED TO 12"
INSIDE END OF WALL
MIN. DEPTH
6' CHAIN LINK GALVANIZED FENCE
1
A
_ _ _
{per ,yam COVER
.�..,8 �TI..+' '[ a`.�e.:�s'�. Y'wa++daM �r x"'4.,1
EAR)
yy
.ate.•.. :P{f
5 ' STA. 31+91.85, 52.0, LT.
h`
PAVEMENT-- 2-2" LIFTS REQUIREQ
VINYL COATED "BLACK" (TYPICAL)
�g
MIN.......C........,.o...............r...............�..............
TOP OF WALL_ 428 2 5
O
B-`
410:
mm�
F--
r' 1y�
19 mnT(.H IN WAI I (nVFRFI OW)
INSIDE CORNER OF WALL
STA. 32+53.00, 121.0' LT.
TOP OF WALL=428.25
WET CELL#2
VOLUME REQUIRED=3442 CU. FEET
VOLUME DESIGNED=4284 CU. FEET
6' CHAIN LINK GALVANIZED FENCE
VINYL COATED 'BLACK" (TYPICAL)
FENCE TO BE TYPE 4 WITH DOUBLE
SWING GATES, SEE DETAILS SHEET 5
E= 4 -1--!It, 1 b__
47,1.%3(0
OVERFLOW=427.75
5
STA. 21+56.0, 29.01RT.
C13#3, TYPE I.
RIM=429.30 "
IE=425.13, 12"
IE -421.561 1'5'"
GRAPHIC SCALE
4�'j�� 0 10 20 40
l2rM = 41-T 14-
��cN,E
)1 inch = 20 feet
16' (2-8' GATES GATE 6' CHAIN LIN K
/VINYL COATED BLACK
rn e a w
00 0 Q co
n CB 4 TYPE -1 r < 0 a ~00
~ of CB 3 TYPE
ZT69 GRAT = 6' CHAIN LINK GALVANIZED FENCE = = [IfE: �— R:IM-429.30
430... �.... : _ ......... _ . ........ .?�.•9 IE= �?1,T -,..12": VINYL COATED ...BLACK...(TYPICAL)........... a ............................... :..... IE-425.13,..1w2�, . , ..........:......... ...... :. 430
2.00-7, TOP=428.25 — — . -- , �` — u-'
—�\ — _ _ _
Of
—
1
DESIGN W.S.=427.25 COVER .— _ — — — I
—
a---------�---- MIN. REDUNDANT OVERFLOW I z
0 IS a
MITERED END 162LF.9 12 N -12@S
...............w....................w.....................
................................................ I. .......... . Q ......................
.W/TRASH BACK. ... .. .......
Ld 422.74 167LF., 15" CMP@S=�, } 62LF 15"N -12@S=0.50%
z ( _
. . . .
0
OVERSIZED STEEL SLEEVE
420420
..s.�....�.... .. ,....a .......................... ................. _...... .......,..............._... .........., .. ......A...............,...................................... .. ................. .,. ....... ....,........ ....... ..... _. .............
j CONCRETE WALL,.. DESIGNED.BY �OTH��RS�.....
4" -MIN. CLASS "B" ASPHALTIC CONCRETE
PAVEMENT— 2-2" LIFTS REQUIRED
"MIN. CRUHE D SURFACING TOP COURSE A
A6 SECTION
jC0NTR0L . STRUC E
c c a o CB 2, TYPE 11— 54" CB#l, TYPE 11'48 " =1E-421.56, 5 , (N
EW)
RIM' 429.60 RIM' 427.50
E=421.90, 15 I E=-421.59, 15"
410 a V V
OVERFLOW= 427.25 410
L,
° °
OFFE NGINEERS ° �� � �4.Sy,Nc °°,� SURVEYED:
�o oGEODIMENSIONS, INC.
13932 SOUTHEAST 159TH PLACE ° y " DESIGNED:
° -r e' D.L. OFFE, P.E.
RENTON, WASHINGTON 98058 e DRAW"
PHONE: 425-260-3412 P'00, °°�'F 274 0 0 ° CHECKED:L. OFFE, P.E.
�� O/STE0�°°��
CONTACT: DARRELL OFFE, P.E. Fss!oNa�° �-� 06/1 1 /2014 No. REVISION BY DATE IPPR APPS:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
A 1 Woodinville ��ca �. mislt �md "� T7, Suitt: 10)
Phone: 425-814-8448 . 4Z"-,-821-213`)
T
........... -
T
I
lu
f—
a
t
H
L8
'
41-0";6"
i
1e— .
12
Y2'i
#5 12
�7iI
#5 Y
5
_'— {
1:2 Fi W {4
�rA S`#13 5,."71'. I { r. .. 1:2
c°c+` 1:2
w4 ! �
ai
R
1
NOTCH IN WALL
'427.75
o
_ _ DESIGNN=W=S_ 427:25
3:1
422.74
10, r
420. o ..................
.4=°-°6,,. -SPALLS . o ...............
Mw F'
f
............. .
COMPACTED TO 12"
MIN. DEPTH
g
f
1
_ _ _
{per ,yam COVER
.�..,8 �TI..+' '[ a`.�e.:�s'�. Y'wa++daM �r x"'4.,1
EAR)
yy
.ate.•.. :P{f
_"_: p y'^
PAVEMENT-- 2-2" LIFTS REQUIREQ
—�
�...............�.....
MIN.......C........,.o...............r...............�..............
SECTION 13-13:
410:
mm�
} ✓ °
LO
f—
a
t
H
L8
'
41-0";6"
i
1e— .
12
Y2'i
#5 12
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#5 Y
5
_'— {
1:2 Fi W {4
�rA S`#13 5,."71'. I { r. .. 1:2
c°c+` 1:2
w4 ! �
ai
R
1
NOTCH IN WALL
5I.... 5EARIN6 FRE55 RE: 1500 FSF CONCRETE 5T EN 7 . 2500 P511
AST � 4.rA T'I- iR 5Uf : 551 �" E '1�, " I TI 60 .
PA55 � VE EARTH F�5SJ . : 300
R', TI0\ c',c EFFJCIE' T 0.40
Pro* cct: J.,'AYNIAR.C' 1101NIFS - RFiN'T0!\T 7 Des' ncdl3v� Rifff Date: 06-11�14
19
I _
01
VERTICAL- NAW 19M
HORIZONTAL- NAD 1983/1991
DATUM
:�- CITY OF
RENTON
Planning/Building/Public Works Dept.
oq�, r
COMMENDED FOR APPROVAL
BY Datel 7 4 ��
Bye - Date;
Byl Date:
]By-, Datel
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
POND LAYOUT
NE 2nd COURT/NILE AVENUE NE
02/10/2014
PAGE:
DRAWING NO:
SHEET` 8 OF' 15
m 2
f—
6' CHAIN LINK GALVANIZED FENCE
i—
Q
VI NYL COATED BLACK TYPICAL
Q
tO e
430
_
..... .... ; ........
TOP=428.325 ....
NOTCH IN WALL
'427.75
o
_ _ DESIGNN=W=S_ 427:25
3:1
422.74
10, r
420. o ..................
.4=°-°6,,. -SPALLS . o ...............
............. .
COMPACTED TO 12"
MIN. DEPTH
4" MIN. CLASS "B" A.C.
PAVEMENT-- 2-2" LIFTS REQUIREQ
�...............�.....
MIN.......C........,.o...............r...............�..............
SECTION 13-13:
410:
VERTICAL- NAW 19M
HORIZONTAL- NAD 1983/1991
DATUM
:�- CITY OF
RENTON
Planning/Building/Public Works Dept.
oq�, r
COMMENDED FOR APPROVAL
BY Datel 7 4 ��
Bye - Date;
Byl Date:
]By-, Datel
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
POND LAYOUT
NE 2nd COURT/NILE AVENUE NE
02/10/2014
PAGE:
DRAWING NO:
SHEET` 8 OF' 15
m 2
IT
P ANT 5CH PU 1_
01
01"ANICAL NAME COMMON NAME Q11'
Sod Lawn
51z rWARK5
2" cal
T 5
5" cal Full and Match incl
2" cal
G Hula jacgquemonti* Jacquemonti i C irch
Full and Match inq
cal
Acer rubrum ' C owhall Maple 7
5" cal
P ru5 callergana ' Chanticleer' * Flowerinq Fear 4
gallon
Cercidpkgllum japonicum* Kat5ura 9
gallon
Acer c irc inatum* Vine Maple 7
gallon
Acer campe5tre Tvelgn' * Queen l izabeth' Hedcle Maple
Full and Matching
Amelanch ier grand iflora 'Autumn Brill iance' * 5erviceberrq 2
Full and Matchinq/
Thuja pl icata Western I\,ed Cedar 6
Con5 idered drought tolerant in Pacific Northwest once establ i5hed
5.
5HP\,U135 anj CA f?OUNP cov r\,
F=
CERTIFICATE No. 774
Q Viburnum davidii:K bavid Viburnum
CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2 DIAMETER.
0 Nand ina domest ica 'Fire Power'* Heaven) q C amboo 44
cr Carex te5tacea* Orange 5edge 20
10.
Miscanthus sinensis* Maiden Grass 50
Hel ictotrichon 5emperviren5* Blue Oat Grass 27
C ictus hgbridu5* Pockro5e 115
Lavandula 5p,4'-- lavender 66
Arcto5taphgllo5 uva-ursi Kinnikinnik 6 50
Sod Lawn
51z rWARK5
2" cal Full and Matching
5" cal Full and Match incl
2" cal Full and Matching
cal Full and Match inq
cal Full and Matchinq
2" cal Full and Matching
5" cal Full and Matchinq
2" cal Full and Matching
gallon Full and Matching
gallon Full and Matching
gallon Full and Matchinq
gallon Full and Matchinq
gallon Full and Matching
gallon Full and Matching
gallon Full and Matchinq
gallon Full and Matchinq/
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS
Plant 50'' o.c,
2"
SPECIFIED TREE STAKE(S)
INSTALL "TREE BOOT" OR
ARBORGARD" IN LAWN AREAS.
PLANT TREE
lm -
2" HIGHER—
THAN IN NURSERY
WATERING BASIN
ROOT -DEFLECTOR FOR TREES-
ADJACENT REESADJACNTTOSIDEWALKS
SPECIFIED PLANTING SOIL
UNDISTURBED GROUND
12" MIN. FOR WOOD —
STAKES & 18" FOR REBAR
STAPLE
TREE
REINFORCED RUBBER HOSE
OR VINYL W/16 GA. WIRE TIES
OR APPROVED EQUAL
DETAI
PRUNE DISEASED AND
BROKEN BRANCHES
HOSE & WIRE TIES,
SEE DETAIL ABOVE
REMOVE BINDING TWINE & TOP
1/3 OF BURLAP.
2" SETTLED DEPTH WITH SPECIFIED MULCH
FERTILIZER TABLETS
4-21 GRAM -20-10-5)
t.. ROOT DEFLECTOR FOR TREES
r;. r ADJACENT TO SIDEWALKS
ya§
3F".z.
SCARIFY PLANTING PIT
SIDES AND BOTTOM
6" DEEP, FIRM, NATIVE
SOIL MOUND
2x ROOTBALL WIDTH jSIN HEAVY SOILS, AUGER 8"x6' DEEP
HOLE (OR THROUGH HARDPAN) FILL
WITH CRUSHED ROCK. VERIFY GOOD
DRAINAGE PRIOR TO PLANTING.
NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES
DECIDUOUS TREE PLANTING & STAKING DETAIL
L0f TPT 5, TYPCAS, IN5f&L AT TIME OF PULPIN6
P pMlf
NOT TO SCALE
R-313919
RECOMMENDED FOR APPROVAL.
By: C44,,4 Fl_ (,G,- Date: b r is
By: Date.-
By: Date:
By: Date:
01) 0 20 40
NorTH 5c& 1 " - 20'0''
CCr,
80
22x39 5H f SIZE
so
LANP5CMIN6 TO IWA L P A5 PMT
w OF PLAT IMPPOVW NT5
DATE: 8-27-13
m
STATE OF
o
z
WASHINGTO
P5CAPF N01"5
D
1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER
LAND H CT
SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK.
2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR
IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555
z
CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE
V)
BY OWNER.
r
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS
z
0
JE M. VAR EY
5.
CL F=
CERTIFICATE No. 774
6.
v
N
CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2 DIAMETER.
W
4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL.
8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK.
9.
o
tW—
n
10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY
f
REPLACEMENTS MADE AT ONCE.
A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES
R-313919
RECOMMENDED FOR APPROVAL.
By: C44,,4 Fl_ (,G,- Date: b r is
By: Date.-
By: Date:
By: Date:
01) 0 20 40
NorTH 5c& 1 " - 20'0''
CCr,
80
22x39 5H f SIZE
so
LANP5CMIN6 TO IWA L P A5 PMT
w OF PLAT IMPPOVW NT5
DATE: 8-27-13
w
z
J
o
z
SHEET 11
P5CAPF N01"5
m
W
1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER
SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK.
2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR
IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555
N 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS
UTILIZING ON—CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS
SPECIFIED BELOW IN THESE NOTES.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON
THE DRAWINGS.
6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL
N CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2 DIAMETER.
7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL.
8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK.
9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS.
10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY
f
REPLACEMENTS MADE AT ONCE.
A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES
OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL
PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY
UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.
B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS
N ` SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF
DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL
MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER.
11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE
HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY
IRRIGATION FOR THE FIRST TWO (2) YEARS.
12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES.
STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER.
R-313919
RECOMMENDED FOR APPROVAL.
By: C44,,4 Fl_ (,G,- Date: b r is
By: Date.-
By: Date:
By: Date:
01) 0 20 40
NorTH 5c& 1 " - 20'0''
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DESIGNER:
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DATE: 8-27-13
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DESIGNER:
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DATE: 8-27-13
SCALE:
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SHEET 11 OF 15
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DESIGNER: JMV
DRAFTING BY: JMV
DATE: 8-27-13
SCALE: AS SHOWN
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PER CHICAGO TITLE INSURANCE COMPANY,
ORDER NO. 1366169, DATED JUNE 16, 2013)
THE NORTH 201.10 FEET OF THE EAST 300.32 FEET OF TRACT 8 AND THE
SOUTH 56 FEET OF THE EAST 300.32 FEET OF TRACT 5 OF BLACK LOAM FIVE
ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF
PLATS, PAGE 101, IN KING COUNTY, WASHINGTON.
NOTE: PER SAID TITLE REPORT THERE ARE NO EASEMENTS THAT AFFECT THE
SUBJECT PROPERTY.
W=MW7 MERIDIAN
A BEARING OF N00 '18 ' 51 "E ON THE CENTERLINE OF NILE AVENUE N.E.,
PER THE PLAT OF CEDARGROVE PARK DIVISION 1, AS RECORDED IN
VOLUME 72 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WA.
VERTICAL DATUM
CITY OF RENTON SURVEY CONTROL NETWORK
BENCHMARK NO. 1852
NA VD 88) (VISITED 08/14/2013)
FOUND A 3 FLAT BRASS DISC ON CONCRETE STREET SURFACE AT THE
CONSTRUCTED INTERSECTION OF NE 4TH STREET (SE 128TH STREET)
OW OF RWC W
AETWOW PT. 1&51
1966 'S
TOPOGRAPHIC &BOUNDARY SURVEY
g63
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N.E. 4TH STREET "88 •21 -4-"
S. E. 128TH STREET)
PUBLIC ROADWAY"
CHAIN LINK FENCE ° 21 ' 19 go W
F IS 0. 7'N & 1.0 ' E OF S20 I Lor e$
PROPERTY CORNER ', ,Q'' I
9 q . I WOOD FENCE IS LOT 5
I
0.3 ' SOF LINE
CHA IN L INK FENCE I
IS 0.6' NOF LINE
wooD FENCE IsI
WOOD
FEN0.5 ' S OF LINECEISS88 '21 ' 10 "E 300.40 ' 0.2' W & 1.0' NOF
PROPERTY CORNER
Ll',,",,"---- ......... 3-
24"
148TH AVENUE SE.
LOT27•.
if ti af'a
422-10° `'`
ELEVATION - 454.77' 08-14-13 J " 4-18
FOUND REBAR & CAP J it `C i 1 _
1rLS #11332" .. 120.4 ' S OF PROPERTY,1fWRVEYORFSNCJTESCORNER TRACT - 4 2 5
1) THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN AUGUST OF 2013.
THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH , lap
AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD.
WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVIENENCE -
36-
bit
N
12
4 ONLY. DESIG SHOULD RELY ON SPOT ELEVATIONS. a
21 SUBJECT PROPERTY TAX PARCEL NO. 0847100041. 16"
a
GRAPHIC SCALE 1 "=20 ' `' 31 SUBJECT PROPERTY AREA PER THIS SURVEY IS 77, 199 SQ . FT . +/- . - _ +; .
42"
0 20 40 60
l
I ; I 59-.Z
INSTRUMENTATION FOR THIS SURVEY WAS A LEICA ELECTRONIC DISTANCE
MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND
REVERSE ANGLES, NO CORRECTION NECESSARY. MEETS STATE STANDARDS
SET BY WAC 332-130-090.
RECOMMENDED FOR APPROVAL
By= Date=
By; Date;
By-, Date;
By= Date=
VICINITY MAP N.T.S.
LEGEND
FOUND MONUMENT AS NOTED BUILDING LINE
FOUND REBAR & CAP AS NOTED CENTERLINE OF ROAD
SET REBAR & CAP AS NOTED O CHAIN LINK FENCE
CATCH BASIN
WOOD FENCE
Q SANITARY SEWER MANHOLE DECIDUOUS TREE (NOT SHOWN TO SCALE)
X SPOT ELEVATION Li TRUNK DIA SHOWN IN INCHES.
FIRE HYDRANT
th
HEMLOCK TREE (NOT SHOWN TO SCALE)
TRUNK DIA SHOWN IN INCHES.
WATER VALVE
E 4V S
TELEPHONE RISER
46,* CEDAR TREE (NOT SHOWN TO SCALE)
NE ?rd "*
TRUNK DIA SHOWN IN INCHES.
ASPHALT SURFACE
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ALDER TREE (NOT SHOWN TO SCALE)
RET. WALL TRUNK DIA SHOWN IN INCHES.
CONC SURFACE MAPLE TREE (NOT SHOWN TO SCALE)
CONC CONCRETE TRUNK DIA SHOWN IN INCHES.
R -O -W RIGHT-OF-WAY AFIR TREE NOT SHOWN TO SCALE)
RECORD AS NOTED TRUNK DIA SHOWN IN INCHES.
CHERRY TREE (NOT SHOWN TO SCALE)
At
TRUNK DIA SHOWN IN INCHES.
RECOMMENDED FOR APPROVAL
By= Date=
By; Date;
By-, Date;
By= Date=
VICINITY MAP N.T.S.
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BRASS DISC
ON CONC ST.
SURFACE
ELEV. = 454.77'
a
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RIM=434.45'
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0.
08-14-13 ....
SET 1/2" REBAR & CAP
GEOD LS #15025" ........:•:'•,.,.*.:'•'•'••.....::•:.
AT PROPERTY CORNER
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PROPERTY CORNER ' '.'.'. ' • IE 12" CONC COC 425.55'
RETAINING WALL
IS 0.3' SOF LINE CATCH BASIN
RIM=433. 16
IE 15" CPP N 429.11'
IE 15 " CPP S 429.11 '
IE 12 " CPP E 429. 36 '
CATCH BASIN
RIM=433. 17'
IE 12" CPP W 430.17'
IE 6" PVC E 430.77'
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el IE 12" CPP N -NE 425.90'
24 .'•'•'•:•:•:•:•:•:•:•:•:•:-
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2::::::::::::::... ::::: MANHOLE
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GEOD LS #15025"
A T PROPERTY CORNER :::':':'::: :::::::::::::::::::::::::: -' CA TCH BASIN
RIM=427. 16 '
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c '•'•'• •'•'•'•'•'•'•'•'•'•'•'•'•'•'•' •'•'.'IE. -45 " CPP N 423.21
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JOB NUMBER: 13860
DATE: 05/16/2014
DRAFTED BY: V. L. J.
CHECKED BY: E. J. G.
SCALE: 1 " = 20
REVISION HISTORY
SHEET NUMBER
12 OF 15
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ON CONC ST.
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CATCH BASIN
RIM=434.45'
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08-14-13 ....
SET 1/2" REBAR & CAP
GEOD LS #15025" ........:•:'•,.,.*.:'•'•'••.....::•:.
AT PROPERTY CORNER
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SANITARY SEWER
RETAINING WALL . . .'.'.'.'.'.'.'.'.'.'.'.' ' 1x'* MANHOLE
I S 0.2 ' S & 0.9 ' E OF :':':':'.. .:.:.:.:.:.:.:.:.:.:...;0 .'.'.... RI M=433.80 '
PROPERTY CORNER ' '.'.'. ' • IE 12" CONC COC 425.55'
RETAINING WALL
IS 0.3' SOF LINE CATCH BASIN
RIM=433. 16
IE 15" CPP N 429.11'
IE 15 " CPP S 429.11 '
IE 12 " CPP E 429. 36 '
CATCH BASIN
RIM=433. 17'
IE 12" CPP W 430.17'
IE 6" PVC E 430.77'
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PROPERTY CORNER
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0.2' N & 0. 1 ' E OF _ WOOD FENCE ISPROPERTYCORNERBUILDING0814-13I
CORNER IS FOUND REBAR & CAP
1.1 S OF LINE I
0.3' S OF LINE I "DMT" 08-14-
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0.8' S OF LINE
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3-20"
2411 :':::':::::::::::::::::::: :
CATCH BASIN
C•A•TCH-' BASIN•• RIM=428. 70 '
1 M =: .9 '.'. IE 12" CPP W 425.70'
el IE 12" CPP N -NE 425.90'
24 .'•'•'•:•:•:•:•:•:•:•:•:•:-
S88 021 ' 10 "E ':':::::...:: .
30.01 ' ....... ..............................
CATCH BASIN ......................... ....................
RI M=429.30 ' .. ..... .
I E 12 " CPP E 425. 10 . •.................................. .
IE 12" CPP N 425. 15' 13 ........................'.,.............'.....'.............
o ......' ' ......
I .'. •. •. •.•.•. •. ................... IIS' 1' '.'.................. SANITARY SEWER
2::::::::::::::... ::::: MANHOLE
RIM=427. 73 ' IDSET112" REBAR & CAP 42g 12 " CONC COC 419.33
GEOD LS #15025"
A T PROPERTY CORNER :::':':'::: :::::::::::::::::::::::::: -' CA TCH BASIN
RIM=427. 16 '
r' is CPP W 423.26'
c '•'•'• •'•'•'•'•'•'•'•'•'•'•'•'•'•'•' •'•'.'IE. -45 " CPP N 423.21
wix.....................................:. :' IE'. 5 " CPP S 423.21'
12 " CPP E 423. 41
CATCHBASIN ...
RIM=427. 06 ' : N : :: ::: :::... .
IE 15" CPP N 421.76•'- r'
IE 15" CPP E 421.15
08-14-13
FOUND REBAR &
CAPAnt -aw
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JOB NUMBER: 13860
DATE: 05/16/2014
DRAFTED BY: V. L. J.
CHECKED BY: E. J. G.
SCALE: 1 " = 20
REVISION HISTORY
SHEET NUMBER
12 OF 15
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A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
SHALLOW SANITARY SEWER
MANHOLES PER STANDARD
PLAN #400.2
t
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MIN. FF ELEV= 430.00
SHARED ACCESS AND.._
UTILITY EASEMENT
MANHOLE FRAME AND COVER
P R DRAWNC 4.01,
I
EPS TO HE P LYP;R YLE-NE. SAFETY STEPS.
7rP' ARE TO K IN PLACE BEFORE A HCLE SECTIONS ARE INSTALLED. 3- CASTING 7ci, ric PrR DRAWING 4'0i
4. MANHOLE SECTIONS TO BE OF REONFOIRCED PRfECAT CONCRETE.
OP NINiG SHOUIAD 8F ON O I S-rRFA SI";
ALL JOINTS SHALL BE GROUTED.
f. SANITARY SEWER MANHOLES DELL HAVE ALL iNTERIOR SURFACES, INCLtDiN
CHANNELING, COATED (SEALED) JVITH AsGH' SOLIDS URETHANE COATING; WA SSR I AROSHIELD OR APPRO CED EG UAL, L"OIrOR Of- COATING SHAILL BE HFI_ . 5. RUBBER G,ASKETE'D JOINTS HALL. BE IN 'C"O IIFDR(MANCI" W"TH AS7m C-443.
C -HI A NEL HEL G -IT SHALL BE A VIII OF 3/4 7-HiE INSIDE DIAMETER OF THELARGESTI^' L
i-ONNEC-11 NS ._. MiR;N!-IOUE SHALL RE MADE >,..7SI'+.C; GPK ADAPTOR, ItOI:a'._N.- EA_.
OR APPRQVFI-) IrQ,'k'.J .I_.
PUBLIC WORKS
DE ARTMEN
SANITARY MANHOLE . PIAN - 400.2
SHALLOW
MARCH 2008
NOTE,,
EXISTING UTILITY LOCATI NS SHOWN HEREON ARE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL L CATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION, NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION,
CALL BEFORE YOU DIG: 811
ADJUST MANHOLE TO FINAL GRADE
PER CITY STANRARD DETAIL 400.0
STA. 20+48.69, 0.68' LT.
SSMH#1, CUT—IN 48"
RIM= — A;!A . W
IE=4-2*-&6, 12"(EX.) 4Z-2.a)A
IE=4,, 80f(NEW) 422.a34!
313921
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
OPOSED WM— BURY—=--.._—_— ---- ;---_
50LF., 8 =SS C=gar®-
S 0.50
420
SSMH 2 SHALLOW MH -54 .. , ..... , .. , , ..... . ............................. , 6 ............... ;SSV -H # 1.. , CUT—iN 48" ........
0 .
RIM ' 42.8.1 i- Z' .Zl :RIM= miN4
IE=424.21, 8" OUT) a a IE=4m22?.f3 12"(EX
IE=424.37, 6 IN IE=) = 4- 6, : 8 (NEW) 422.0)9
410 32+00
L.
OFFE ENGINEERS yG' °° 0.
0 SURVEYED:
A°
P
GEODIMENSIONS, INC. 13932 SOUTHEAST 159TH PLACE '` °00 DESIGNED:
RENTON, WASHINGTON 98058 D.L. OFFE, P.E.
PHONE: 425-260-3412 °0 ,
27460 O e "
D W
D.L. OFFE, P.E.
F°° c sTER CHECKED: CONTACT: DARRELL OFFS, P.E.
so
00
06/11/2014 NO. REVISION BY DATE APPR APPROVED:
31 +00
SCALE I
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDIINGLY
VORTICAL: NAVD 19M
HORIZONTAL- NAD 1983/1991
DATUM
CITY OE
RENTON
Planning/Building/Public Works Dept.
30+00
410
Ag 0 I LOT
Z) i4lr
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
RECOMMENDED FOR APPROVAL
BY' ate:
01
By: Date: o
BYDate:
BY: Date:
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
SEWER PLAN & PROFILE
NE 2nd COURT/ NILE AVENUE NE
02/15/2014
FlELDBOOK:
PAGE:
DRAWING NO:
SHEET`
9
OF -
15
N ZCh
440
n....... ......,.......... . `.............. ............:........................,..... .... c -.>- NE 2nd COURT
440
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OPOSED WM— BURY—=--.._—_— ---- ;---_
50LF., 8 =SS C=gar®-
S 0.50
420
SSMH 2 SHALLOW MH -54 .. , ..... , .. , , ..... . ............................. , 6 ............... ;SSV -H # 1.. , CUT—iN 48" ........
0 .
RIM ' 42.8.1 i- Z' .Zl :RIM= miN4
IE=424.21, 8" OUT) a a IE=4m22?.f3 12"(EX
IE=424.37, 6 IN IE=) = 4- 6, : 8 (NEW) 422.0)9
410 32+00
L.
OFFE ENGINEERS yG' °° 0.
0 SURVEYED:
A°
P
GEODIMENSIONS, INC. 13932 SOUTHEAST 159TH PLACE '` °00 DESIGNED:
RENTON, WASHINGTON 98058 D.L. OFFE, P.E.
PHONE: 425-260-3412 °0 ,
27460 O e "
D W
D.L. OFFE, P.E.
F°° c sTER CHECKED: CONTACT: DARRELL OFFS, P.E.
so
00
06/11/2014 NO. REVISION BY DATE APPR APPROVED:
31 +00
SCALE I
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDIINGLY
VORTICAL: NAVD 19M
HORIZONTAL- NAD 1983/1991
DATUM
CITY OE
RENTON
Planning/Building/Public Works Dept.
30+00
410
Ag 0 I LOT
Z) i4lr
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
RECOMMENDED FOR APPROVAL
BY' ate:
01
By: Date: o
BYDate:
BY: Date:
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
SEWER PLAN & PROFILE
NE 2nd COURT/ NILE AVENUE NE
02/15/2014
FlELDBOOK:
PAGE:
DRAWING NO:
SHEET`
9
OF -
15
b -
O
CV
T
O
O
T
I-
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SEWER GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY
RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN
PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
8. 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.
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE
THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT
SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE
PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATIONS 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. PIPE BEDDING SHALL BE
PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
2" CLA'-r-
2
i's
2„
CLA
CLA
MINIMIN MIN MINI MIN
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
SEE DWG# HR -05 FOR MINIMUM STANDARDS
6.5' MIN.
1' 1' 2.5'1' 1'
MIN MIN r MIN I MIN MIN
OF ' : • ' '°°°°'
PAVEMENT i„%VZA/ZA/49
2" CLASS 'B'
ACP CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
ENTER LINE OR
ANE LINE CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
INIY ADOPTED
CITY OF RENTON
STANDARD PLAN
IST DATE: 12/96
DWG. NAME: HR -23 SP PAGE: H032A
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
RENTON
l
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SEWER
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OVER & FRAME
PLAN VIEW
EQUALLY SPACED lit"
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FRAME SECTION VIEW 1, ALL COVERS SHALL BE I__0;_:Kf ` LID PLRA. T
2, 1 SE FRAME AND COVER FOR STORM "SPE'll-."Ify
DRAIN- ON C'OVER), SANITARY (SPECIFY
ve
t...4fYC....R"). O '9 AT=F' R , SPECIFY
JORDAN RON WORKS 114C, No. 3717C' OR FOUAL.
1.+''.:y. . 1.
PUBLIC CORKS MANHOLE FRAME AND COVES - DEPARTMENT
DECEMBER 2006
BACKFILL MATERIAL
SEE NOTE 5)
CONCRETE CLASS C
SEE NOTE 8)
FOUNDATION LEVEL -
BACKFILL MATERIAL
SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
SEE NOTE 6)
FOUNDATION LEVEL -
BEDDING MATERIAL
FOR FLEXIBLE PIPE
SEE NOTE 7)
FOUNDATION LEVEL
W (SEE NOTE 4)
CLASS A DESIGN)
W (SEE NOTE 4)
LIMITS OF PIPE ZONE
90
LIMITS OF PIPE ZONE
lot
6
0
CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) LIMITS OF PIPE ZONE
it
1 -0
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18".
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
PIPE BEDDING FOR SANITARY SEWER
Y p ADOPTED
U ''n CITY OF FJUMN
STANDARD PLANS
CCLASS F DESIGN) LST DATE: 4/97
4-4-97 Corrected note 4 DCV DT
BEDDING FOR FLEXIBLE PIPE 2-21-91 Revised notes, 4,5,7.& 8. Added note 6 KJ ----
DWG. NAME: BW18C SP PAGE: B077DATEREVISIONBYAPPRsDI
SEWERFOR
0oOo'
7 PIPDDINSANITARY
Z
2"x 4" STUD MARKER POST PAINTED
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6" BUILDING SEWER PIPE M BUILDING SEWER
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0 (EAST JORDAN IRON WORKS Z
of 2975 OR APPROVED EQUAL,
SPECIFY "SEWER" ON LID, wSEESTD. PLAN 403.1 FOR
INSTALLATION)
60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS
FOR CAST IRON PIPE TO MAIN LINES ARE AS FOLLOWS:
OR DUCTILE IRON PIPE.
QST
A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS(FERNCO OR APPROVED EQUAL).
1:3:5 MIX GSE \NG
CONCRETE -}-• Q,N OIv B. CONCRETE MAIN -CORE -DRILLED WITH ROMAC SADDLE
BLOCKING
P 25 N,P: 8' (OR APPROVED EQUAL).
2% MIN SLOPE C. PVC MAIN -CORE -DRILLED WITH ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGSCCHORIZONTALD. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE
6" SIDE OUTLET TEE
SEWER MAIN (
OR APPROVED EQUAL).
6" MIN. SEWER MAIN E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL
CONCRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION STRUCTURE SHALL BE CORE -DRILLED.
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
e,` STANDARD SIDE SEWER INSTALLATION
SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1
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VERMAL. NAVD IM
HORIZONTAL: WID 1943/19li1
DATUM
jk CITY OE
RENTON
Planning/Building/Public Works Dept.
RECOMMENDED FOR APPROVAL
By: - Date:---,.-., a
o
By: Date:
By: Date:
By: Date:
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
SEWER DETAILS & NOTES
NE 2nd COURT/NILE AVENUE NE
02/15/2014
FIELDS" -
PAGE:
DRAWING NO:
SHEET`
10
OF
15
BEDDING CLASS DESIGN
DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
ZERO
B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D.
C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D.
A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
PIPE BEDDING FOR SANITARY SEWER
Y p ADOPTED
U ''n CITY OF FJUMN
STANDARD PLANS
CCLASS F DESIGN) LST DATE: 4/97
4-4-97 Corrected note 4 DCV DT
BEDDING FOR FLEXIBLE PIPE 2-21-91 Revised notes, 4,5,7.& 8. Added note 6 KJ ----
DWG. NAME: BW18C SP PAGE: B077DATEREVISIONBYAPPRsDI
SEWERFOR
0oOo'
7 PIPDDINSANITARY
Z
2"x 4" STUD MARKER POST PAINTED
WHITE WITH THE WOR "SEWER" STENCILED ZPROPERTYLINEIN3" HIGH BLACK LETTERS AND #6 WIRE Cn m
Z WRAPPED AROUND THE STUD AND cr ZEXTENDEDTOTHETOPOFTHESTUD. c y
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6" BUILDING SEWER PIPE M BUILDING SEWER
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J y
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0 (EAST JORDAN IRON WORKS Z
of 2975 OR APPROVED EQUAL,
SPECIFY "SEWER" ON LID, wSEESTD. PLAN 403.1 FOR
INSTALLATION)
60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS
FOR CAST IRON PIPE TO MAIN LINES ARE AS FOLLOWS:
OR DUCTILE IRON PIPE.
QST
A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS(FERNCO OR APPROVED EQUAL).
1:3:5 MIX GSE \NG
CONCRETE -}-• Q,N OIv B. CONCRETE MAIN -CORE -DRILLED WITH ROMAC SADDLE
BLOCKING
P 25 N,P: 8' (OR APPROVED EQUAL).
2% MIN SLOPE C. PVC MAIN -CORE -DRILLED WITH ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGSCCHORIZONTALD. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE
6" SIDE OUTLET TEE
SEWER MAIN (
OR APPROVED EQUAL).
6" MIN. SEWER MAIN E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL
CONCRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION STRUCTURE SHALL BE CORE -DRILLED.
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
e,` STANDARD SIDE SEWER INSTALLATION
SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1
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OA 06/11/2014 '06/11/2014 N0. REVISION BY DATE APPR APPS : SCALE ACCORMCLY
VERMAL. NAVD IM
HORIZONTAL: WID 1943/19li1
DATUM
jk CITY OE
RENTON
Planning/Building/Public Works Dept.
RECOMMENDED FOR APPROVAL
By: - Date:---,.-., a
o
By: Date:
By: Date:
By: Date:
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
SEWER DETAILS & NOTES
NE 2nd COURT/NILE AVENUE NE
02/15/2014
FIELDS" -
PAGE:
DRAWING NO:
SHEET`
10
OF
15
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
CONS TRUC PON NO TES
1, ALL WORKMANSHIP AND MATERIAL SHALL BE IN
ACCORDANCE WITH THE CITY OF RENTON DESIGN STANDARDS
AND SPECIFICATION. THE APPROPRIATE STATE ELECTRICAL
CODES AND THE PROVISIONS OF THE LATEST EDITION OF THE
IES LIGHTING HANDBOOK
2. ALL WORK ON THE LIGHTING SYSTEM SHALL BE COMPLETED
BY LICENSED CONTRACTORS EXPERIENCED IN THE INSTALLATION
OF ILLUMINATION SYSTEMS.
3. THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS
AND COORDINATE INSPECTION WITH THE CITY, STATE AND
POWER COMPANY AS REQUIRED.
4. CONTRACTOR SHALL CONTACT CITY INSPECTOR A MINIMUM
OF 24—HOURS PRIOR TO COMMENCING WORK ON THE LIGHTING
SYSTEM.
5. CONTRACTOR SHALL CONTACT PUGET SOUND ENERGY (PSE)
FOR POWER DESIGN.
6. CONTRACTOR TO COORDINATE WITH ERIC CATSHALL, COR TRANSPORTATION
MAINTENANCE ASSIST. MAGR, 425-430-7423 FOR SERVICE CABINET ELECTRIC
HOOKUP. THE POINT OF SERVICE FROM PSE SHALL BE A
MAXIMUM OF 50 FEET FROM THE PROPOSED SERVICE CABINET.
IF GREATER A HANDHOLE IS REQUIRED. LABEL BACK
OF SERVICE CABINET WITH ADDRESS, (SEE STD. PLAN #123.1).
7. INSTALL TYPE 1 JUNCTION BOX W/ CONCRETE PAD
ON NORTH SIDE OF NEW SERVICE CABINET.
POLE ID. NUMBER TO BE ADDED
AT TIME OF CONSTRUCTION
LABEL BACK SIDE OF NEW SERVICE CABINET WITH
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EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRI R TO COMMENCING CONSTRUCTI N. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION,
CALL BEFORE YOU DIG.- 811
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STREET POLE STATION OFFSET MOUNT VOLTAGE WATTAGE/ LUMINAIRE TYPE BASE COMMENTS
ID NO.
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OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTQN, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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SURVEYED:
SURVEYED
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
CHECKED:
AP P R I APPRwo:
LP#6
35' LAMP HEAD
94W LED
STREET LIGHTING SYSTEM TO BE INSTALLED
UNDER A SEPERATE ELECTRICAL PERMIT
0
ENLARGEMENT OF INTERSECTION
SCALE: 1 "=10"
R- 31 3913
USE SCHEDULE 40 PVC UNDER SIDEWALKS,
USE SCHEDULE 80 PVC UNDER PAVED AREAS.
4m
CONDUIT AND WIRING SCHEDULE
RUN N0. CONDUIT WIRING
1 2" PVC SCH. 40 3— #8 T.H. W. COPPER
ILLUMINATION POLE SCHEDULE
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STREET POLE STATION OFFSET MOUNT VOLTAGE WATTAGE/ LUMINAIRE TYPE BASE COMMENTS
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PRESTIGE — —
CY17TA VS3AR 3L 44W 4K FIXED NEW POLE PER STD. PLAN 116.1
LP 2 NE 2nd COURT 30+93.0 17.0' RT. 14' 240 44 LED
PRESTIGE — —
CY 17TA—VS 3AR 3 L 44W 4 K FIXED NEW POLE PER STD. PLAN 116.1
PRESTIGE
LP#3 NE 2nd COURT 31 +50.0 17.0' LT. 14' 240 44 LED CY17TA—VS3AR-3L-44W-4K FIXED NEW POLE PER STD. PLAN 116.1
PRESTIGE
LP#4 NE 2nd COURT 32+ 16.0 17.0' RT. 14' 240 44 LED CY17TA—VS3AR-3L-44W-4K FIXED NEW POLE PER STD. PLAN 116.1
LP#5 NE 2nd COURT 32+50.0 17.0' RT. 14' 240 44 LED—
PRESTIGE —
CY17TA VS3AR 3L 44W -4K FIXED NEW POLE PER STD. PLAN 116.1
LP#6 NILE AVE. NE 20+87.66 17.0' RT. 35' 240 94 LED
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700 mA DRIVER FIXED NEW POLE PER STD. PLAN 115
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTQN, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
L.
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09/22/2014 NO. REVISION BY DATE
SURVEYED:
SURVEYED
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
CHECKED:
AP P R I APPRwo:
LP#6
35' LAMP HEAD
94W LED
STREET LIGHTING SYSTEM TO BE INSTALLED
UNDER A SEPERATE ELECTRICAL PERMIT
0
ENLARGEMENT OF INTERSECTION
SCALE: 1 "=10"
R- 31 3913
USE SCHEDULE 40 PVC UNDER SIDEWALKS,
USE SCHEDULE 80 PVC UNDER PAVED AREAS.
4m
CONDUIT AND WIRING SCHEDULE
RUN N0. CONDUIT WIRING
1 2" PVC SCH. 40 3— #8 T.H. W. COPPER
2 2" PVC SCH. 80 3— #8 T.H. W. COPPER
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORD04GLY
VERTICAL NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
CITY OE
RENTON
Planning/Building/Public Works Dept.
y
GRAPHIC SCALE
0 15 30 60
1 Inch = 30 feet
Checked for Compliance to City Standards
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
STREET LIGHTING PLAN
NE 2nd COURT INILE AVENUE NE
EN
09/22/2014
F1EL NKM
PAGE:
DRAWING NO:
L-1
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