HomeMy WebLinkAboutApproved_Civil Construction Plan_Brar Short Plat10+0011+0012+0013+0013+29S 132ND ST
5475S.F.34767S.F.27126S.F.15563S.F.420'11.5' ROWDEDICATION
8350S.F.TRACT AN0° 22' 34"W86.59'N0° 22' 34"W58.33'N0° 22' 34"W80.98'N0° 22' 34"W59.81'N87° 32' 38"W
105.31'S1° 07' 15"W29.69'S1° 07' 15"W257.36'S87° 35' 11"E28.01'S87° 35' 11"E84.76'N89° 22' 47"W82.48'
S89° 22' 31"E
80.96'
S89° 22' 15"E
35.78'S89° 22' 15"E28.00'S1° 07' 15"W83.92'N1° 07' 15"E58.33'N1° 07' 15"E36.19'L=39.06'R=25'Δ=89°30'30"S89° 22' 15"E18.45'S89° 22' 15"E17.85'N0° 37' 45"E20.00'L
=39.48'
R
=
2
5'
Δ=9
0
°
2
9
'30"S1° 07' 15"W9.79'R=5'S87° 35' 11"E113.07'S1° 07' 15"W11.50'S0° 22' 34"E11.51'7.5' LANDSCAPEBUFFEREXISTING RESIDENCETO REMAIN28' SHAREDACCESS TRACTFIREHYDRANTFIREHYDRANT10' LANDSCAPEBUFFERCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDST A C O M A2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBS E A T T L ES P O K A N E T R I - C I T I E S BRAR SHORT PLATAHBL JOB #2200320.1025Know what'sbelow.before you dig.CallRC22000505LUA:21-000014PR:20-000015R-____C0.11Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-COVR.dwg
COVER SHEETC0.1GRAPHIC SCALE020401" = 20 FEET10NNAVD88 - ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVEDFROM INFORMATION PROVIDED BY CITY OF RENTON SURVEYCONTROL DATABASE.POINT ID NO. 1333 - FOUND CONCRETE MONUMENT WITH BRASSDISK, DOWN 1.0' IN CASE, AT THE INTERSECTION OF S 128TH STREET& 84TH AVENUE S.ELEVATION: 387.35 FEET2.0' CONTOUR INTERVAL ARE DERIVED FROM DIRECT FIELDOBSERVATIONS - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO1/2 CONTOUR INTERVAL OR ± 1.0' FOR THIS PROJECTVERTICAL DATUMWASHINGTON COORDINATE SYSTEM, NAD83(91), NORTH ZONE,DERIVED FROM CITY OF RENTON SURVEY CONTROL DATABASE -ACCEPTED THE BEARING OF N 87°34'08" W FOR THE NORTH LINE OFTHE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 23 N., RANGE4 E. W.M., BASED ON FOUND MONUMENTS IN CASE, PER CITY OFRENTON SURVEY CONTROL DATABASE.BASIS OF BEARINGLAKHPAL BRAR8054 SOUTH 132ND STREETRENTON, WA 98178OWNERCIVIL ENGINEERSURVEYORAHBL2215 NORTH 30TH STREET, SUITE 300TACOMA, WA 98403PH. (253) 383-2422FAX (253) 383-2572CONTACT: SCOTT KAUL, PEBBA SURVEYING12014 SE 157TH PLACERENTON, WA 98058PH. (206) 406-1257FAX (425) 977-0303CONTACT: MARK BORYS, PLSGEOTECHNICALSOUTH SOUND GEOTECHNICAL CONSULTINGP.O. BOX 39500LAKEWOOD, WA 98496PH: (253) 973-0515CONTACT: TIMOTHY ROBERTS, PEIF WORKERS ENTER ANY TRENCH OROTHER EXCAVATION FOUR OR MOREFEET IN DEPTH THAT DOES NOT MEETTHE OPEN PIT REQUIREMENTS OFWSDOT SECTION 2-09.3(3)B, IT SHALLBE SHORED AND CRIBBED. THECONTRACTOR ALONE SHALL BERESPONSIBLE FOR WORKER SAFETYAND AHBL ASSUMES NORESPONSIBILITY. ALL TRENCH SAFETYSYSTEMS SHALL MEET THEREQUIREMENTS OF THE WASHINGTONINDUSTRIAL SAFETY AND HEALTH ACT,CHAPTER 49.17 RCW.THE LOCATIONS OF EXISTING UNDERGROUNDUTILITIES ARE APPROXIMATE ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNEROR ITS REPRESENTATIVE. THE CONTRACTOR SHALLDETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK ANDAGREES TO BE FULLY RESPONSIBLE FOR ANY ANDALL DAMAGES THAT HAPPEN DUE TO THECONTRACTOR'S FAILURE TO LOCATE EXACTLY ANDPRESERVE ANY AND ALL UNDERGROUND UTILITIES.AHBL ASSUMES NO LIABILITY FOR THE LOCATIONOF UNDERGROUND UTILITIES.FILL MATERIAL SHALL NOT CONTAIN PETROLEUMPRODUCTS, OR SUBSTANCES WHICH AREHAZARDOUS, DANGEROUS, TOXIC, OR WHICHOTHERWISE VIOLATE ANY STATE, FEDERAL, ORLOCAL LAW, ORDINANCE, CODE, REGULATION,RULE, ORDER, OR STANDARD.UTILITY NOTEFILL SPECIFICATIONTRENCH NOTE8054 S 132ND STRENTON WA, 98178SITE ADDRESS2144800460PARCEL #ARCHITECTKAUL DESIGN ARCHITECTURE, PLLC1733 FERNDALE AVE SERENTON, WA 98058PH. (206) 200-0015CONTACT: BRADLEY KAUL, AIACONDITIONS OF APPROVALEXISTING LEGENDSITEVICINITY MAPNTSSHEET INDEXSheet NumberSheet TitleC0.1COVER SHEETC0.2EXISTING CONDITIONS PLANC0.3SHORT PLAT MAPC1.1TESC AND DEMOLITION PLANC1.2TESC NOTES AND DETAILSC1.3TESC NOTES AND DETAILSC1.4TESC NOTES AND DETAILSC2.1SHARED ACCESS ROAD PLAN & PROFILEC2.2SHARED ACCESS WATER & SEWER PLAN & PROFILEC2.3SHORT PLAT GRADING AND DRAINAGE PLANC2.4UPSTREAM BASIN BYPASS PROFILEC2.5PRIVATE STORM DETAILSC2.6PRIVATE STORM DETAILSC2.7PRIVATE STORM DETAILSC3.1S 132ND ST PLAN AND PROFILEC3.2S 132ND ST SEWER PLAN AND PROFILEC3.3PUBLIC ROAD DETAILSC3.4PUBLIC ROAD DETAILSC3.5PUBLIC ROAD DETAILSC4.1SEWER NOTES AND DETAILSC4.2SEWER NOTES AND DETAILSC4.3SEWER NOTES AND DETAILSC4.4WATER NOTES AND DETAILSC4.5WATER NOTES AND DETAILSC4.6WATER NOTES AND DETAILSIL1 (1 of 2)ILLUMINATION PLANIL2 (2 of 2)ILLUMINATION DETAILSL0 (1 of 3)TREE RETENTION PLANL1 (2 of 3)LANDSCAPE PLANL2 (3 of 3)LANDSCAPE PLAN DETAILS1.THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND COMPLETE A FINAL INSPECTION FROM THE CITY FOR THE REMOVAL OF THE GARAGELOCATED ON PROPOSED TRACT A PRIOR TO RECORDING THE FINAL SHORT PLAT.2.THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH THE IMPERVIOUS SURFACE AND BUILDING COVERAGE REQUIREMENTS FOR FUTURE LOT 1 ATTHE TIME OF CIVIL CONSTRUCTION PERMIT APPLICATION SUBMITTAL.3.THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT PROVIDES A NEW STREET TREE SPECIESFROM THE CITY’S APPROVED TREE LIST. THE PLAN SHALL ALSO CLEARLY IDENTIFY THE 10-FOOT ONSITE LANDSCAPING ON FUTURE LOT 1, WHICH SHALLNOT BE DISPLACED BY ANY STORMWATER INFRASTRUCTURE AND SHALL BE INSTALLED PRIOR TO RECORDING OF THE FINAL SHORT PLAT. THE PLANSHALL ALSO INCLUDE A 6-INCH VERTICAL CURB BETWEEN THE PLANTER STRIP AND THE PAVEMENT IN THE SHARED DRIVEWAY TRACT IN ORDER TOPROTECT THE FUTURE PLANTINGS. THE DETAILED LANDSCAPING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECTMANAGER PRIOR TO PERMIT ISSUANCE.4.THE APPLICANT SHALL INCORPORATE TWO (2) TREES INTO THE FRONT YARDS OF LOTS 2, 3, AND 4. THE TREES SHALL BE SHOWN ON THE LANDSCAPEPLANS SUBMITTED AT THE TIME OF INDIVIDUAL BUILDING PERMIT APPLICATION AND SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNINGPROJECT MANAGER PRIOR TO PERMIT ISSUANCE.5.THE APPLICANT SHALL SUBMIT A TREE RETENTION PLAN AND WORKSHEET WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT ACCURATELYDOCUMENTS ALL EXISTING TREES ON THE SITE AND ALL TREES PROPOSED FOR REMOVAL. THE TREE RETENTION PLAN AND WORKSHEET SHALLDEMONSTRATE COMPLIANCE WITH THE TREE RETENTION STANDARDS FOR THE R-8 ZONE AND SHALL BE REVIEWED AND APPROVED BY THE CURRENTPLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE.6.AN ARBORIST SHALL BE PRESENT ON SITE DURING CONSTRUCTION OF THE SHARED DRIVEWAY IMPROVEMENTS. THE ONSITE ARBORIST SHALL ENSURETHAT THE CONSTRUCTION TECHNIQUES USED ARE APPROPRIATE TO PRESERVE AND PROTECT THE ON-SITE TREES AND OFF-SITE VEGETATION NEARSHARED DRIVEWAY TRACT. FOLLOWING COMPLETION OFCONSTRUCTION THE ON-SITE ARBORIST SHALL PROVIDE THE CURRENT PLANNING PROJECT MANAGER A REPORT CONFIRMING THAT ALL TREES WEREPROTECTED SUCCESSFULLY DURING CONSTRUCTION.7.THE APPLICANT SHALL INSTALL THE TWO (2) ADDITIONAL TREES ON PROPOSED LOT 1 IDENTIFIED ON THE LANDSCAPE PLAN (EXHIBIT 3) PRIOR TORECORDING OF THE FINAL SHORT PLAT.8.THE APPLICANT SHALL REDUCE THE WIDTH OF THE EXISTING DRIVEWAY ON LOT 1 TO A MAXIMUM OF SIXTEEN (16’) FEET AT THE PROPERTY LINE ANDPROVIDE A MINIMUM FIVE-FOOT SETBACK FROM THE NORTH PROPERTY LINE. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH THE DRIVEWAYSTANDARDS FOR LOT 1 PRIOR TO RECORDING OF THE FINAL SHORT PLAT.9.THE APPLICANT SHALL SUBMIT A DRAFT VERSION OF A SHARED MAINTENANCE AGREEMENT FOR THE SHARED DRIVEWAY TRACT WITH THE CIVILCONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SHORT PLATRECORDING.10.LOT 1 SHALL BE REQUIRED TO TAKE ACCESS FROM THE SHARED DRIVEWAY TRACT. THIS RESTRICTION SHALL BE RECORDED ON THE FACE OF THESHORT PLAT.TED-40-4213
R-421301SURFACE WATER UTILITYjfarah 09/29/2022REGIONAL FIRE AUTHORITYccappelletti 10/03/2022APPROVEDWATER UTILITYagafour 10/03/2022DEVELOPMENT ENGINEERINGYQI 10/05/2022
S 132ND STCITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
Know what's below.
before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____
C0.2
2Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-EXST-COND.dwgEXISTING CONDITIONS PLAN
C0.2
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10 NSURVEYOR
BBA SURVEYING
12014 SE 157TH PLACE
RENTON, WA 98058
PH. (206) 406-1257
FAX (425) 977-0303
CONTACT: MARK BORYS, PLS
NAVD88 - ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED
FROM INFORMATION PROVIDED BY CITY OF RENTON SURVEY
CONTROL DATABASE.
POINT ID NO. 1333 - FOUND CONCRETE MONUMENT WITH BRASS
DISK, DOWN 1.0' IN CASE, AT THE INTERSECTION OF S 128TH STREET
& 84TH AVENUE S.
ELEVATION: 387.35 FEET
2.0' CONTOUR INTERVAL ARE DERIVED FROM DIRECT FIELD
OBSERVATIONS - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO
1/2 CONTOUR INTERVAL OR ± 1.0' FOR THIS PROJECT
VERTICAL DATUM
WASHINGTON COORDINATE SYSTEM, NAD83(91), NORTH ZONE,
DERIVED FROM CITY OF RENTON SURVEY CONTROL DATABASE -
ACCEPTED THE BEARING OF N 87°34'08" W FOR THE NORTH LINE OF
THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 23 N., RANGE
4 E. W.M., BASED ON FOUND MONUMENTS IN CASE, PER CITY OF
RENTON SURVEY CONTROL DATABASE.
BASIS OF BEARING
8054 S 132ND ST
RENTON WA, 98178
SITE ADDRESS
2144800460
PARCEL #
LEGAL DESCRIPTION
LOT 1, BLOCK 18, EARLINGTON ACRE TRACTS AND TOGETHER WITH THAT
PORTION OF LOT 7 OF BLOCK 19, EARLINGTON ACRE TRACTS, AS PER PLAT
RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN King COUNTY, WASHINGTON,
LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE:
COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 7;
THENCE SOUTH 87°30’06” EAST 8.15 FEET ALONG THE SOUTH LINE OF SAID
LOT 7 TO THE TRUE POINT OF BEGINNING OF SAID LINE;
THENCE NORTH 00°22’46” EAST TO THE WEST LINE OF SAID LOT 7 AND THE
END OF THIS DESCRIBED LINE, BY KING COUNTY SUPERIOR COURT CAUSE
NO. 07-2-33638-9, AND RECORDED DECEMBER 12, 2007 UNDER RECORDING
NUMBER 20071212000820
SITUATE IN THE CITY OF SEATTLE, COUNTY OF KING, STATE OF WASHINGTON.
*SEE SURVEY NOTE 1
SURVEY NOTE 1
DURING THE COURSE OF THIS SURVEY IT WAS DISCOVERED THAT AN
APPARENT ERROR EXISTS IN THAT PORTION OF THE LEGAL DESCRIPTION
THAT WAS EXTRACTED FROM KING COUNTY SUPERIOR COURT CAUSE NO.
07-02-33638-9,
RECORDED DECEMBER 12, 2007 UNDER RECORDING NUMBER
20071212000820, RECORDS OF KING COUNTY, WASHINGTON. THE BEARING
OF "NORTH 00°22'46" EAST" APPEARS TO BE ERRONEOUS AS IT DOES NOT
PRODUCE THE APPROXIMATE AREA OF 1,210 S.F., AS WAS CALLED OUT IN
SAID COURT CAUSE, AND DID NOT MATCH LINES OF OCCUPATION.
THEREFORE, THE DEED DISTANCE OF 8.15 FEET HAS BEEN HELD ALONG THE
SOUTH LINE OF LOT 7, THENCE RUNNING NORTHERLY, UTILIZING A HINGED
AREA METHOD TO CALCULATE WHERE THE LINE INTERSECTS WITH THE WEST
LINE OF LOT 7 WHILE PRODUCING THE AREA OF 1,210 S.F. THE RESULTANT
LINE CLOSELY FOLLOWS AN OLD, EXISTING HOG WIRE FENCE AND MATCHES
GEOMETRY FROM REFERENCE NOS. 3 & 4.
SEPTIC NOTES
ONSITE SEPTIC SYSTEM SHALL BE ABANDONED IN ACCORDANCE WITH KING
COUNTY HEALTH DEPARTMENT STANDARDS.
KING COUNTY BOARD OF HEALTH
13.04.054 ABANDONMENT.
A.PERSONS PERMANENTLY REMOVING A SEPTIC TANK, SEEPAGE PIT,
CESSPOOL OR OTHER OSS WASTEWATER TANKS FROM SERVICE SHALL
WITHIN THIRTY DAYS:
1.HAVE THE SEPTAGE REMOVED BY AN APPROVED PUMPER; AND
2.REMOVE OR DESTROY THE LID; AND
3.FILL THE VOID WITH COMPACTED SOIL OR GRAVEL; AND
4.REPORT THE ABANDONMENT TO THE HEALTH OFFICER ON A FORM
OBTAINED FROM THE HEALTH OFFICER AND ACCOMPANIED BY THE FEE
SPECIFIED IN THE FEE SCHEDULE.
B.CONTAMINATED ROCK, SAND AND GRAVEL MATERIAL FROM REPAIRS
TO FAILING OSS SHALL BE PROPERLY DISPOSED OF BY EITHER BURYING AT
AN APPROPRIATE LOCATION APPROVED BY THE HEALTH OFFICER OR
TRANSPORTED TO AN APPROVED SANITARY LANDFILL. THE PROCESS OF
DISPOSAL SHALL BE SUPERVISED BY A LICENSED MASTER INSTALLER.
(R&R NO. 08-03 § 3, 2008: R&R NO. 99-01 § 2 (PART), 3-19-99).TED-40-4213R-421302
09/20/2022
10+00 11+00 12+00 13+00 13+29S 132ND ST5475
S.F.
3
4767
S.F.
2
7126
S.F.
1 5563
S.F.
4
20' REAR YARD
SETBACK (TYP.)
5' SIDE YARD SETBACK
20' FRONT YARD
SETBACK (TYP.)
20'
16'
28.8'15'SETBACK11.5' ROWDEDICATION6.5'8350
S.F.
TRACT A
N0° 22' 34"W
86.59'
N0° 22' 34"W
58.33'
N0° 22' 34"W
80.98'
N0° 22' 34"W
59.81'N87° 32' 38"W105.31'S1° 07' 15"W
29.69'S1° 07' 15"W
257.36'S87° 35' 11"E28.01'S87° 35' 11"E84.76'N89° 22' 47"W82.48'S89° 22' 31"E80.96'S89° 22' 15"E35.78'S89° 22' 15"E
28.00'
S1° 07' 15"W
83.92'N1° 07' 15"E
58.33'N1° 07' 15"E
36.19'
L=39.0
6
'R=25'
Δ
=
8
9
°30
'30"S89° 22' 15"E
18.45'
S89° 22' 15"E
17.85'
N0° 37' 45"E
20.00'
L =3 9 .4 8 'R=25'Δ=90°2 9 '3 0 "
S1° 07' 15"W
9.79'
N1° 07' 15"E
8.42'S87° 35' 11"E113.07'S1° 07' 15"W
11.50'
S0° 22' 34"E
11.51'
7.5' LANDSCAPE
BUFFER
EXISTING RESIDENCE
TO REMAIN
20' REAR YARD
SETBACK (TYP.)
15' PUBLIC
WATER
EASEMENT
28' SHARED
ACCESS TRACT
15' SEWER
EASEMENT
FIRE
HYDRANT
FIRE
HYDRANT
22.7' PRIVATE
STORMWATER
EASEMENT0+001+002+00N1° 07' 13"E
328.54'S87° 35' 11"E200.00'ACCESS TRACT STA: 10+00 =
S 132ND ST STA: 0+50.72 N 180238.24
E 1294915.44
N 179909.75
E 1294909.02
30'
HALF STREET
ROW
FUTURE DRIVEWAY TO
BE BUILT WITH HOMES.
REFER TO SEPARATE
BUILDING PERMIT (TYP.)
5' SIDE YARD SETBACK
5' SIDE YARD SETBACK
16'
15' PRIVATE
STORMWATER
EASEMENT
16'
MAX.
5'
MIN.
10' LANDSCAPE
BUFFER
10' PRIVATE
STORMWATER
EASEMENT
16'
15' PRIVATE
STORMWATER
EASEMENT
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
Know what's below.
before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____
C0.3
3Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-PLAT-MAP.dwgSHORT PLAT MAP
C0.3
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10 NSITE STATISTICS
SITE AREA:31,281 SF (0.72 AC) (LESS ROW DEDICATION)
PROPOSED IMPERVIOUS:13,470 SF (0.31 AC)*
EXISTING IMPERVIOUS: 2,460 SF (0.06 AC) - LOT 1
MAXIMUM IMPERVIOUS SURFACE AREA
R-8 ZONE (RMC 4-2-110A): 65% OF TOTAL LOT AREA
PROPOSED LOT COVERAGE IS 51% < 65%
LOT COVERAGE IS DEFINED AS THE HORIZONTAL AREA MEASURED
WITHIN THE OUTSIDE OF THE EXTERIOR WALLS OF ALL PRINCIPAL AND
ACCESSORY BUILDINGS ON A LOT INCLUDING ALL COVERED DECKS AND
PORCHES
SETBACKS:
FRONT YARD: 20'
SIDE YARD: 5'
REAR YARD: 20'
* ASSUMES 2,400 SF OF BUILDING, DRIVEWAYS, DECKS, AND OTHER LOT
IMPERVIOUS SURFACES FOR LOTS 2, 3, AND 4.TED-40-4213R-421303
THE NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND UTILITIES OVER AND ACROSS TRACT 'A' AND
THE PRIVATE STORMWATER EASEMENT ALONG THE FRONTAGE OF LOT 1 IS TO BE CREATED UPON THE RECORDING OF
THIS SHORT PLAT. THE OWNERS OF LOTS 1,2,3, AND 4 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE
OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS AND STORMWATER EASEMENT
APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND
MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND DETENTION
FACILITIES WITHIN THIS EASEMENT, PRIVATE SIDE SEWERS, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT
OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. THE OWNERS OF LOT 1,2,3, AND 4 ARE HEREBY
RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE UTILITY FACILITIES AND SHALL SHARE EQUALLY IN
THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE FACILITIES USED IN COMMON. PARKING ON THE PAVING IN THE
ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. THE EASEMENT HEREIN SHALL
RUN WITH THE LAND AND SHALL FOREVER BE BINDING UPON ALL PARTIES, THEIR HEIRS, SUCCESSORS AND ASSIGN.
PRIVATE ACCESS AND UTILITIES EASEMENT AND
MAINTENANCE AGREEMENT TO BE PLACED ON
THE FINAL SHORT PLAT:
09/20/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
S 132ND STPAD ELEV: 269.50PAD ELEV: 256.50PAD ELEV: 249.50
12" CULVERT
FL: 268.00
FL: 244.00
FL: 243.00
FL: 242.00 2502602
7
0248252254256258262264266268 272274250260270248252 254256258 2622642662
6
8 272274246242240FL: 247.00
FL: 244.00
FL: 269.00
FL: 270.00
2H:1V
MAX
2H:1V
MAX
2H:1V
MAX
2H:1V MAX SLOPE PER
GEOTECHNICAL
RECOMMENDATIONS
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
Know what's below.
before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____
C1.1
4Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-TESC.dwgTESC AND DEMOLITION PLAN
C1.1
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10 NTESC AND DEMO LEGEND
INLET PROTECTION
CLEARING LIMITS
SILT FENCE
INTERCEPTOR DITCH
RIP-RAP PROTECTION
4"x6" SPALLS
GRAVEL CHECK DAM
CONSTRUCTION ENTRANCE
REMOVE EXISTING ASPHALT
REMOVE EXISTING CONCRETE
REMOVE EXISTING FENCE
EXISTING GRADE CONTOUR
OVERFLOW SPILLWAY
SF
CL
IP
CE
ELEV
CD
CLCE
CD
ID
ID
IP
IP
RRRR
TEMPORARY SEDIMENT TRAP
BERM ELEV: 243.00
WATER SURFACE ELEV: 242.00
MIN. AREA AT WS: 286 SQ FT
BOTTOM POND ELEV: 238.00
DEMOLISH EXISTING DECK
AND STEPS ALONG WITH
EXISTING CONCRETE PATH
6' WIDE OVERFLOW SPILLWAY
CONSTRUCTION SEQUENCE
1.HOLD THE PRE-CONSTRUCTION MEETING.
2.POST SIGN WITH NAME AND PHONE NUMBER OF ESC
SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED
NOTICE OF CONSTRUCTION SIGN).
3.SECURE THE PROJECT SITE WITH SECURITY FENCING.
4.FLAG OR FENCE CLEARING LIMITS AS REQUIRED. MAINTAIN
EXISTING SILT FENCING.
5.INSTALL INLET SEDIMENT PROTECTION ALONG FRONTAGE.
6.GRADE AND INSTALL CONSTRUCTION ENTRANCE. MAINTAIN
EXISTING ENTRANCE.
7.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE
WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S
RECOMMENDATIONS.
8.CONSTRUCT TEMPORARY SEDIMENT TRAP.
9.RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW
MEASURES SO THAT, AS SITE CONDITIONS CHANGE, THE
EROSION AND SEDIMENT CONTROL IS ALWAYS IN
ACCORDANCE WITH CITY OF RENTON EROSION AND SEDIMENT
CONTROL STANDARDS.
10.COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN
SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING
THE WET SEASON WITH STRAW, WOOD FIBER MULCH,
COMPOST, PLASTIC SHEETING, OR EQUIVALENT.
11.STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL
GRADE.
12.SEED, SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN
UNWORKED FOR MORE THAN 30 DAYS.
13.UPON COMPLETION OF THE PROJECT, STABILIZE ALL
DISTURBED AREAS AND REMOVE BMPS, IF APPROPRIATE, AND
UPON APPROVAL OF THE OWNER OR ENGINEER.
HYDROSEED OR
MULCH ALL
DISTURBED
SURFACES
REMOVE TREES (TYP.)
REMOVE & REPLACE
EXISTING GAS, TELECOM
AND WATER SERVICE LINES
AS REQUIRED TO PROVIDE
IMPROVEMENTS.
COORDINATE DISRUPTIONS
WITH PROPERTY OWNER
PROTECT EXISTING POWER
PROTECT TREES TO REMAIN
ARBORIST TO BE PRESENT
DURING WATER MAIN
EXCAVATION
#
C1.3
2
C1.3
#
C1.3
3
C1.2
1
C1.3
THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED
FOR THE PERMITTING PROCESS. DO NOT USE FOR BID
PURPOSES. THE QUANTITIES DO NOT ACCOUNT FOR
STRIPPINGS, COMPACTION, OR CUT/FILL ADJUSTMENT
FACTORS, NOR DO THEY ACCOUNT FOR PAVEMENT
SECTIONS.
EARTHWORK:
CUT: 1,200 CY
FILL: 350 CY
NET: 850 CY (CUT)
1
C1.2
REFER TO SHEET C3.1 FOR
FRONTAGE TESC AND DEMOLITION
SF
SFTED-40-4213R-421304
REMOVE PAVEMENT
REFER TO SHEET C3.1
FOR ROW SAWCUT AND
PAVEMENT REMOVAL LIMITS
TREE PROTECTION MEASURES
A.CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY
EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL
IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF
ANY TREE TO BE RETAINED.
B.FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT
AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES
OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE-QUARTER FEET
(1.25') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A
TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE
WORDS, “NO TRESPASSING – PROTECTED TREES,” OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET
(50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED.
INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE
SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES.
C.PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE
RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE
DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE’S DRIP LINE.
D.IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS
SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED.
E.RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY
TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (I) THE AREA
DEFINED BY THE DRIP LINE OF THE TREE, OR (II) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF
FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE
BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED.
F.MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND
EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE
FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND
COVER PLANTS.
G.MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR
LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES
AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND
GROUND COVER THAT ARE TO BE RETAINED.
TREE PROTECTION NOTES
1.6-FOOT HIGH TEMPORARY CHAIN LINK FENCE SHALL BE
PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED. FENCE
SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE
POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR
STAKES INTO MAJOR ROOTS.
2.FOR ROOTS OVER 1-INCH IN DIAMETER THAT ARE DAMAGED
DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO
REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL
BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT
DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS
POSSIBLE.
3.WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY.
NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR
STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED
WITHIN THE LIMIT OF THE FENCING.
UNDERGROUND POWER. COORDINATE
WITH SEATTLE CITY LIGHT
RELOCATE VAULT. COORDINATE
WITH SEATTLE CITY LIGHT
REMOVE UTILITY POLE. COORDINATE
WITH SEATTLE CITY LIGHT
09/20/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
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before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____
C1.2
5Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-TESC.dwgTESC NOTES AND DETAILS
C1.2
1 NOT TO SCALE
SEDIMENT TRAP 2 NOT TO SCALE
PLASTIC COVERING 3 NOT TO SCALE
SILT FENCETED-40-4213R-421305
09/20/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
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before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____
C1.3
6Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-TESC.dwgTESC NOTES AND DETAILS
C1.3
1 NOT TO SCALE
CHECK DAMS 2 NOT TO SCALE
CONSTRUCTION ENTRANCETED-40-4213R-421306
09/20/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
Know what's below.
before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____
1 NOT TO SCALE
INLET PROTECTION 2 NOT TO SCALE
INTERCEPTOR SWALE
C1.4TESC NOTES AND DETAILS
C1.4
7Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-TESC.dwgTED-40-4213R-421307
3 NOT TO SCALE
TREE PROTECTION
09/20/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
10+00 11+00 12+00 13+00 13+29
25026027024224424624825225425625826226426626827227427
6
2
78
250260246248252254256258262270266268272240240242A
C2.1
S 132ND ST32
TRACT A
1
4
N1° 07' 13"E
328.54'0+001+00S87° 35' 11"E200.00'SHARED ACCESS DRIVEWAY
REFER TO SHEET C2.3
FOR STORM IMPROVEMENTS TW: 267.00
BW: 268.53
BW: 273.77
BW: 270.59
BW: 265.00 TW: 272.18
TW: 275.21
TW: 271.39
REDUCE EXISTING
DRIVEWAY TO 16' WIDE
AT PROPERTY LINE
2H:1V
MAX
2H:1V
MAX
2H:1V
MAX
EXISTING
ROW LINE
PROPOSED
ROW LINE
SEE SHEET C2.1 FOR
GRADING ENLARGEMENT
REMOVE POLE, UNDERGROUND
POWER. COORDINATE WITH
SEATTLE CITY LIGHT
240
245
250
255
260
265
270
275
280
240
245
250
255
260
265
270
275
280
10+00FG FG 240.4210+50FG 241.78FG 243.0411+00FG 244.80FG 247.4411+50FG 250.44FG 253.4312+00FG 256.43FG 259.4412+50FG 262.44FG 265.4413+00FG 268.47FG 274.77EXISTING GRADE ELEV. AT ACCESS CENTERLINE PROPOSED GRADE ELEV. AT ACCESS CENTERLINE
EXISTING GRADE AT ACCESS CENTERLINE
PROPOSED GRADE AT ACCESS CENTERLINE
ROWCENTERLINE30'
ROW
EXISTING ROWPROPOSED ROWDEDICATION11.5' ROW
DEDICATION PROPERTYLINETRACT A LOT 4
PROPERTYLINEGRADE BREAK STA: 10+16.00ELEV: 240.488GRADE BREAK STA: 13+14.53
ELEV: 270.585
GRADE BREAK STA: 13+28.54
ELEV: 276.192
5.0%
12.0%40.0%END OF ACCESS ROAD
STA: 12+99.43
BACK OF DRIVEWAY
STA: 10+39.51
PVI: 244.17
PVI STA: 10+97.80
K: 7.15
50' VC
BVCS: 10+72.80BVCE: 242.92EVCS: 11+22.80EVCE: 247.171.00%8.00%FG: 240.47
FG: 240.40
FG: 241.11
FG: 241.04
FG: 241.24
FG: 241.16
1.00%
1.00%1.50%8.0'
8.0'
FL: 240.46 FL: 240.39
7.3'
EG: 241.63
EG: 241.11
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
Know what's below.
before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-ACCESS.dwgGRAPHIC SCALE
0 20 40
1" = 20 FEET
10
ACCESS ROAD PROFILE
SCALE: H:1"=20', V:1"=4'NCL ALIGNMENT
PER PLAN
EXST. PROPERTY LINE4" HOT MIX ASPHALT (HMA), CLASS 1/2", PER
WSDOT STANDARD SPECIFICATIONS, COMPACTED
TO A MINIMUM OF 92% OF THE RICE DENSITY.
8" GRAVEL BASE PER WSDOT STANDARD
SPECIFICATION 9-03.10, COMPACTED TO A
MINIMUM OF 95% OF ITS MODIFIED PROCTOR
MAXIMUM DRY DENSITY. (ASTM D 1557)
2" CRUSHED GRAVEL TOP COURSE PER
WSDOT STANDARD SPECIFICATION
9-03.9(3), COMPACTED TO A MINIMUM OF
95% OF ITS MODIFIED PROCTOR
MAXIMUM DRY DENSITY. (ASTM D 1557)
COMPACT SUBGRADE TO 95%
AASHTO T-99 PROCTOR DENSITY
ROAD
2%2%
7.5'10.0'
DRIVING LANE
10.0'
DRIVING LANE
2:1 MAX.
2:1 MAX.
A NOT TO SCALE
SHARED ACCESS ROAD
LANDSCAPE
BUFFER ACCESS TRACT /PROPERTY LINE2'-3' ROCKERY
OR MSE WALL
CONTRACTOR
TO DESIGN
FRENCH DRAIN TO INTERCEPT
SHEET FLOW FROM UPSTREAM
PROPERTY
C2.1
8SHARED ACCESS ROAD PLAN & PROFILE
C2.1
REFER TO SHEET C3.1
FOR S 132ND ST
IMPROVEMENTS
20.0'
0.5'
TRAFFIC CURBTED-40-4213R-421308
3
C2.5
1
C3.3
ADA GRADING ENLARGEMENT
SCALE: H:1"=5'
DEPRESSED CURB
N
09/20/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
2502602702422442462482522542562582622642662682722742
7
6
2
7
8
250260246248252254256258262270268
272240240242S 132ND ST10+00 11+00 12+00 13+00 13+75
SSMH#1
STA: 10+15.45
SSCO #1
11+06.07
CONNECT EXISTING LOT
TO NEW SERVICE
RIM: 244.39
IE: 237.47 6" (W)
SSCO #2
11+49.50
RIM: 249.63
IE: 244.63 6" (W)
SSCO #3
12+08.57
RIM: 256.62
IE: 251.62 6" (W)
PROPOSED
HYDRANT
15' WATER
EASEMENT
3.3' SEWER
EASEMENT
SSMH#3
STA: 13+41.61
PROPOSED WATER
METER (TYP.)
PAD: 249.50
PAD: 256.91
PAD: 269.50
FF: 244.9 ±
243LF 8" DI
WATER MAIN
0+001+001+326 LF 6" @ 37.99%
SSMH#2
STA: 11+12.97
11 LF 6" @ 17.14%
10 LF 6"
@ 14.38%11 LF 6" @ 24.95%
7 LF 8" @ 5.41%
SSCO #4
13+26.57
RIM: 269.45
IE: 264.45 6" (W)
59 LF 8" @ 12.32%59 LF 8" @ 12.32%95 LF 8" @ 12.32%
7.7' MIN. SEPARATION
VERIFY ELEVATION OF
EXISTING SEWER
SERVICE PRIOR TO
INSTALLING SEWER MAIN
1" DOMESTIC METER
(TYP.) TO BE INSTALLED
BY CITY FORCES. WATER
METER PERMIT REQUIRED.
10+00 11+00 12+00 13+00 13+29
STA:12+83.68, 6.95' LT
INSTALL 6" POLY PIGGING STATION
PER COR STD PLAN 300.7 WITH 8''
VERTICAL CROSS (MJXFL),
PLUG(MJ) AND CONC BLOCKING ON
NORTH END OF CROSS
STA:12+75.65, 6.95' LT
1-8"X6" TEE (MJxFL)
1-6" GATE VALVE (FLxMJ)
1- FIRE HYDRANT ASSEMBLY
1-CONC THRUST BLOCK
STA:10+13.55, 7.01' LT
CUT IN: (BY CITY FORCES)
1-8"x8" TEE (FLxFL)
3-8" GATE VALVE (FLxMJ)
2-8" SLEEVES (MJxMJ)
2-8" DI SPOOLS
1-CONC. THRUST BLOCK
SEE CITY OF RENTON STD PLAN NO. 300.1
CONTRACTOR SHALL COORDINATE
CUT-IN OF VALVES AND FINAL
CONNECTION WITH THE CITY OF
RENTON SEE CITY STD PLAN NO. 300.4
FOR CONNECTION DETAILS
PROPOSED
HYDRANT
REMOVE EXISTING HYDRANT
AND INSTALL NEW HYDRANT
IN PLANTER EARE
78 LF 8" @ 0.50%
30 LF 8" @ 0.50%
SEWER STUB FOR
FUTURE EXTENSION
INSTALL SSCO PER STD PLAN 403.2
91 LF 8" @ 5.41%
EXISTING
ROW LINE PROPOSED
ROW LINE
STA:10+69.49, 0.00'
15 LF 8" @ 12.32%
6LF 8" DI
WATER
MAIN
CONCRETE BLOCKING
EX. SSMH
RIM: 239.58
NEW IE: 229.48 8" (W)
IE: 229.38 8" (E)
225
230
235
240
245
250
255
260
EXISTING GRADE ELEV. AT
SEWER PIPE CENTERLINE
PROPOSED GRADE ELEV. AT
SEWER PIPE CENTERLINE
SSMH#1, 48" SSMH
STA: 9+93, 17.50' RT
RIM: 240.20
IE IN: 229.97 (8"N)
IE IN: 229.97 (8"W)
IE OUT: 229.87 (8"E)
4.5'
12'
PROPOSED GRADE AT
SEWER PIPE CENTERLINE
EXISTING GRADE AT
SEWER PIPE CENTERLINE
PROPOSED STORM
DETENTION SYSTEM
AT SEWER MAINROW CENTERLINEROWROW DEDICATIONLOT 1 SIDE SEWER
LOT 2 SIDE SEWER
LOT 3 SIDE SEWER
STA: 10+90.09, 17.50' RT
RIM: 244.70
SSMH#2, 48" SSMH
IE IN: 235.35 (8"N)
IE OUT: 235.25 (8"S)
MINIMUM 3'
OF COVER
8" W
A
T
E
R
M
AI
N
8" WATE
R
M
A
I
N
WATER METER
CONNECTIONS
EXISTING WATER MAIN CROSSING,
APPROXIMATE LOCATION
PROPOSED
STORM CROSSING
@ WATER MAIN
98 LF 8"
P
V
C
@ 5.41%
229 L
F
8
"
P
V
C @ 12.
3
2
%
PROPOSED GRADE AT
ROAD CENTERLINE
FG10+50FG 240.72FG 242.8611+00FG FG11+50FG 247.70FG 250.3712+00FG 252.54FG 256.7312+50
240
245
250
255
260
265
270
275
WATER METER
CONNECTION
12+50FG 258.91FG 263.1813+00FG 267.10FG 269.1813+50FG 273.75LOT 4 SIDE SEWER
N: 180228.08
E: 1294932.75
RIM: 271.71
SSMH#3, 48" SSMH
IE OUT: 263.52 (8"S)
1-8"X6" TEE (MJxFL)
1-6" GATE VALVE (FLxMJ)
1- FIRE HYDRANT ASSEMBLY
1-CONC THRUST BLOCK
6" POLY PIGGING STATION
PER COR STD PLAN 300.7
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
Know what's below.
before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-ACCESS-UTIL.dwgONSITE SEWER PROFILE
SCALE: H:1"=20', V:1"=4'
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10 NWATER NOTES
1. A DOMESTIC METER WITH A MINIMUM 1" WATER SERVICE LINE IS REQUIRED TO SERVE
EACH RESIDENCE.
2. A DCVA IS REQUIRED BEHIND DOMESTIC METERS IF THE BUILDING ARE 3-STORY.
3. MAINTAIN 18" VERTICAL SEPERATION AT ALL WATER UTILITY CROSSINGS.
4. UTILITIES PARALLEL TO WATER SHALL MAINTAIN A MINIMUM 10' HORIZONTAL
SEPARATION. NON-WATER UTILITES PARALLEL TO EACH OTHER SHALL MAINTAIN A
MINIMUM 2' HORIZONTAL SEPARATION.
5. REFER TO SHEET C4.4 FOR WATER GENERAL NOTES
6. CONTRACTOR SHALL USE ETHAFOAM BETWEEN PIPES WITH LESS THAN 18'' OF VERTICAL
CLEARANCE.
C2.2
9
SHARED ACCESS WATER
& SEWER PLAN & PROFILE
C2.2
CONTRACTOR TO VERIFY
ELEVATION PRIOR TO
CONSTRUCTION, COORDINATE
FINAL CONNECTION WITH
THE CITY OF RENTON
THE PIPE DEFLECTION SHALL NOT EXCEED
1/2 OF MANUFACTURER'S MAXIMUM
ALLOWED JOINT DEFLECTION, VERTICAL
BENDS ARE NOT ALLOWED FOR WATER
CROSSINGS, SHALL BE FIELD VERIFIED.
1" WATER SERVICE
SEWER NOTES
1. PROVIDE CLEANOUT PER CITY
STANDARD DETAIL.
2. PROVIDE SEWER PIPE BEDDING
AND BACKFILL PER DETAIL.
1
C4.1
2
C4.4
1
C4.4
1
C4.4
MATCHLINEMATCHLINE1
C4.5
THE PIPE DEFLECTION SHALL NOT
EXCEED 1/2 OF MANUFACTURER'S
MAXIMUM ALLOWED JOINT
DEFLECTION, PROVIDE VERTICAL
BEND AS NEEDEDWTRP-27-4213W-421301WWP-27-4213S-421301
1
C4.5
1
C4.3
CROSSING CALCULATION TABLE
CROSSING KEYNOTE #TOP PIPE INVERT BOTTOM PIPE CROWN SEPARATION
1 STORM IE: 263.88 SEWER CROWN: 259.40 4'-6"
2 WATER IE: 263.84 SEWER CROWN: 258.87 5'-0"
3 WATER IE: 264.00 SEWER CROWN: 258.30 5'-8"
4 WATER IE: 262.72 STORM CROWN: 260.84 1'-11"
5 WATER IE: 262.66 STORM CROWN: 260.35 2'-4"
6 STORM IE: 251.84 SEWER CROWN: 248.30 3'-6"
7 WATER IE: 252.50 STORM CROWN: 251.04 1'-6"
8 WATER IE: 252.30 STORM CROWN: 250.78 1'-6"
9 STORM IE: 247.02 SEWER CROWN: 244.31 2'-9"
10 STORM IE: 237.53 WATER CROWN: 236.30 1'-3"
11 STORM IE: 237.47 SEWER CROWN: 232.13 5'-4"
12 WATER IE: 236.30 SEWER CROWN: 231.67 4'-8"
1
5
3
4
2
6
8 7
9
10
12
11
09/20/2022 15'-0"WASTEWATER UTILITY
JStowell 09/29/2022
WATER UTILITY
agafour 10/03/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
15'
13+29
10+00 11+00 12+00 13+00
2502602702422442462482522542562582622642662682722742
7
6
2
7
8
250260246248252254256258262270266268272240S 132ND STCB #6
CB #5
CB #2
14 LF PRIVATE 12" CPEP
@ 0.57%
42.0'
9.00'
75.0'
12.00'2420+001+00CB #11
EX. CB T-1 (SOLID)
10.0' MIN.
5.5'
SETBACK
7.5' MIN.
CB #4
EX. CB T-1
321 4
PAD: 249.50
PAD: 256.50
PAD: 269.50FF: 244.9±
PRIVATE
STORMTANK
DETENTION
PRIVATE STORMTANK
DETENTION OR
APPROVED EQUAL
11.0' MAX DEPTH TO
TANK BOTTOM
2.0' MIN. COVER IN
TRAFFIC AREAS
10.50'
8.50'
CB #7
RIM: 275.23
IE: 271.00 12" (E)
CB #8
RIM: 274.75
IE: 270.68 12" (W)
IE: 270.68 12" (S)
FRENCH DRAIN
WITH UNDERDRAIN
FG: 268.53
FG: 268.60
PC, FG: 267.40
PC, FG: 259.00
FG: 259.00
FG: 262.87 FG: 265.27
PC, FG: 264.91
PC, FG: 262.50
Δ/2
FG: 266.16
Δ/2
FG: 261.21
11.99%2.00%8.4
7%
5 LF PRIVATE 12" CPEP
@ 0.00%
4 LF PRIVATE 12" CPEP @ 2.77%
6" CPEP @1.0% MIN. (TYP.)
CB #1
79 LF PUBLIC 12" CPEP @ 0.40%
83 LF PUBLIC 12" CPEP @ 14.05%CB #9
125 LF PUBLIC 12" CPEP @ 12.91%
CB #10
74 LF PUBLIC 12" CPEP @ 8.42%
50+00 51+00 52+00 53+00 53+25
100+97100+00
SEE SHEET C2.4
FOR STORM PROFILE
SEE SHEET C2.4
FOR STORM PROFILE
RDCO #1
RIM: 266.21
IE: 260.21 12" (S)85 LF PRIVATE 12" CPEP
@ 12.76%
RDCO #2
RIM: 255.25
IE: 250.69 12" (N)
IE: 250.69 12" (S)WALL DRAIN CONNECTION:
STA:12+69.14
RDCO CONNECTION:
STA:11+56.96
INSTALL FOOTING
DRAIN ALONG WALL
CB #3
CONTROL STRUCTURE 54"Ø
STA: 10+41.95, 75.91 RT
RIM: 241.96
IE: 236.64 12" (N)
IE: 236.64 12" (E)
4 LF PRIVATE 12" CPEP
@ 0.00%
3 LF PRIVATE 12" CPEP @ 0.00%
22 LF PUBLIC 12"
CPEP @ 0.50%
11 LF PUBLIC 12"
CPEP @ 0.50%
90 LF PRIVATE 12" CPEP @ 10.54%
230
235
240
245
250
255
260
10+00FG FG 240.4210+50FG 241.78FG 243.0411+00FG 244.80FG 247.4411+50FG 250.44FG 253.4312+00
EXISTING GRADE AT
ACCESS CENTERLINE
PROPOSED GRADE AT
ACCESS CENTERLINE
CB #5, TYPE 1
STORMFILTER
STA 10+51.89, 0.00' RT
RIM: 241.88
IE: 238.48 12" (N)
STA: 11+04.22, 3.34' RT
IE: 239.80 12" (N)
IE: 239.80 12" (S)
RIM: 245.27
CB #6, 48" TYPE 2
SOLID LID
4.0' LIVE
STORAGE
42'ROW CENTERLINEROWROW DEDICATIONSTA: 0+61.63, 21.99' LT
IE: 237.49 12" (W)
IE: 237.49 12" (E)
RIM: 240.20
CB #2, TYPE 1
STA: 10+50.99, 6.77' RT
IE: 236.64 12" (N)
IE: 236.64 12" (E)
RIM: 241.97
CB #4, 48" TYPE 2
SOLID LIDGRADE BREAK STA: 10+16.00ELEV: 240.48812.0%
8.0%
1.5%
IE: 238.79
4 LF 12" CPEP @ 2.77%
IE: 236.75
5 LF 12" CPEP @ 0.00%
BOTTOM ELEV: 236.14
TOP ELEV: 240.64
8.0%
STA: 11+89.57, 3.27' RT
IE: 250.69 12" (N)
IE: 250.69 12" (S)
RIM: 255.25
RDCO #2, CO
85 L
F
1
2"
C
P
E
P
@
1
2.
7
6
%
5.0%
PVI: 244.17
PVI STA: 10+97.80
K: 7.15
50' VC
BVCS: 10+72.80BVCE: 242.92EVCS: 11+22.80EVCE: 247.17235
240
245
250
235
240
245
250
FG 244.054.0' LIVE
STORAGE 9'
PROPOSED GRADE
EXISTING GRADE
PROPERTY
LINE
8" WATER
TRACT
CENTERLINE
10.0' MAX
DEPTH
0.5' DEAD
STORAGE
235
240
245
235
240
245
FG 242.84ROWROW DEDICATIONBUILDING
4.0' LIVE
STORAGE
PROPOSED GRADE
EXISTING GRADE
10.0'
MIN.
12'
0.5' DEAD
STORAGE
3:1 SLOPE
3 4" ANGULAR STONE
STORMTANK® MODULES
(24" & 30" TALL, STACKED)
SUITABLE COMPACTABLE FILL
(REFER TO ACCESS ROAD
SECTION)
FINISHED IMPERVIOUS SURFACE
(REFER TO ACCESS ROAD SECTION)
VEGETATED AREA
REFER TO CITY OF
RENTON SOIL AMENDMENT
REQUIREMENTS
LAYFIELD LP6 NON-WOVEN
GEOTEXTILE (OR EQUAL)
SURROUNDING MODULES AND
STONE/SOIL INTERFACE
2.0' MIN.
1.0' MIN.
1.0' MIN.
11.0' MAX.
1.0' MIN.
250
255
260
265
270
275
280
12+00FG 256.61FG 260.9812+50FG 264.42FG 268.6913+00FG 272.11FG 276.02EXISTING GRADE AT
ACCESS CENTERLINE
PROPOSED GRADE AT
ACCESS CENTERLINE
12.0%
90 LF
1
2
"
C
P
E
P
@
1
0
.
5
4
%
END OF ACCESS ROAD
STA: 12+99.46
ELEV: 268.40
STA: 12+79.88, 3.20' RT
IE: 260.21 12" (S)
RIM: 266.21
RDCO #1, CO
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
Know what's below.
before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-GRAD-STRM.dwgGRAPHIC SCALE
0 20 40
1" = 20 FEET
10
ACCESS ROAD PROFILE
SCALE: H:1"=20', V:1"=4'NSTORMTANK
DETENTION VAULT
STORMTANK
DETENTION TANK
C2.3
10
SHORT PLAT GRADING
AND DRAINAGE PLAN
C2.3
1 SCALE: H:1"=20', V:1"=4'
STORM CROSS SECTION 1
2 SCALE: H:1"=20', V:1"=4'
STORM CROSS SECTION 2
3 SCALE: H:1"=20', V:1"=4'
STORM TANK CROSS SECTIONMATCHLINEMATCHLINE1
C2.3
2
C2.3
REFER TO SHEET C3.1
FOR FRONTAGE
IMPROVEMENTS
3
C2.5
SYSTEM ELEVATIONS
TOP OF STORMTANK: 240.64
BOTTOM OF TANK: 236.14
BOTTOM OF STRUCTURAL FILL: 235.14
FIRM AND UNYIELDING SUBGRADE
COMPACTED TO 95%
1.INSPECTION PORTS SHALL BE PROVIDED
AT 25' INTERVAL AND AT EVERY INLET LOCATION
2. REFER TO MANUFACTURER SHOP DRAWINGS
FOR ADDITIONAL DETAILS
MANUFACTURER REP: ANDY GERSEN
PHONE: 206-595-2203
PRODUCT LAYOUT: LAYFIELD GROUP
PHONE: (425) 209-0807
EMAIL: SEATTLE@LAYFIELDGROUP.COM
1
C2.7
3
C2.3
1
C2.7
SYSTEM ELEVATIONS
TOP OF STORMTANK: 240.64
BOTTOM OF TANK: 236.14
BOTTOM OF STRUCTURAL FILL: 235.14
2
C2.5
2
C2.6TED-40-4213R-421309
2
C2.4
1
C2.4
DO NOT EXCEED A 5.0%
SLOPE IN ANY DIRECTION
OVER THE DETENTION
SYSTEM
DO NOT EXCEED A 5.0% SLOPE IN
ANY DIRECTION OVER THE
DETENTION SYSTEM
09/20/2022
SURFACE WATER UTILITY
jfarah 09/29/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
230
235
240
245
250
255
260
265
270
275
280
230
235
240
245
250
255
260
265
270
275
280
FG 241.1950+50FG 242.90FG 243.7451+00FG 245.85FG 249.6951+50FG 253.33FG 255.2352+00FG 258.29FG 261.3952+50FG 264.88FG 267.9653+00FG 272.20FG74 LF
1
2
"
C
P
E
P
@
8
.
4
2
%
STA: 50+11.75, 0.00' RT
IE: 236.45 12" (W)
IE: 236.45 12" (SE)
IE: 236.45 12" (N)
RIM: 239.55
CB #1, TYPE 1 STA: 51+07.71, 0.00' RT
IE: 242.82 12" (N)
IE: 242.82 12" (S)
RIM: 246.82
CB #10, TYPE 1
SOLID LID
125
L
F
1
2"
C
P
E
P
@
1
2.
9
1
%
STA: 52+33.05, 0.01' RT
IE: 259.00 12" (N)
IE: 259.00 12" (S)
RIM: 261.30
CB #9, TYPE 1L
SOLID LID
83 L
F
1
2"
C
P
E
P
@
1
4.
0
5
%
STA: 53+16.18, 0.00'
IE: 270.68 12" (W)
IE: 270.68 12" (S)
RIM: 274.75
CB #8, TYPE 1
SOLID LID
EXISTING GRADE AT
PIPE CENTERLINE
PROPOSED GRADE AT
PIPE CENTERLINE
CB #11, TYPE 1
STA 1+39.45, 43.50' LT
RIM: 241.74
IE: 236.56 12" (N)
IE: 236.56 12" (S)
IE: 236.56 12" (W)
22 LF 12"
CPEP @ 0.50%
263
265
270
275
280
263
265
270
275
280
FG 274.24100+50FG 273.70FG 275.02STA: 100+09.04, 0.00'
IE: 271.00 12" (E)
RIM: 275.23
CB #7, TYPE 1
SOLID LID
79 LF 12" PERF CPEP @ 0.40%
STA: 100+88.28, 0.00'
IE: 270.68 12" (W)
IE: 270.68 12" (S)
RIM: 274.75
CB #8, TYPE 1
SOLID LID
EXISTING GRADE AT
PIPE CENTERLINE
PROPOSED GRADE AT
PIPE CENTERLINE
FRENCH DRAIN
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
Know what's below.
before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-GRAD-STRM.dwgC2.4
11
UPSTREAM BASIN
BYPASS PROFILE
C2.4TED-40-4213R-421310
1 SCALE: H:1"=20', V:1"=4'
EAST STORM BYPASS LINE
2 SCALE: H:1"=20', V:1"=4'
NORTH FRENCH DRAIN
PROPOSED WATER
CROSSING
3
C2.5
09/20/2022
A little over the 5-ft
max depth for type 1
cb but that's ok.
SURFACE WATER UTILITY
jfarah 09/29/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
12" INLET PIPE12" OUTLET PIPE
INVERT EL. 236.64
PIPE SUPPORT
SEE NOTE 6
2.0' MIN
INVERT EL. 236.64
STANDARD GALVANIZED
STEEL OR ALUMINUM
LADDER/STEPS
PER RENTON STD. PLAN 204.50
ROUND SOLID COVER MARKED
"DRAIN" WITH LOCKING BOLTS
RESTRICTOR PLATE
WITH 0.6"Ø ORIFICE
DESIGN WATER
SURFACE EL. = 240.64
12.0"
18" RISER PIPE
54" Ø
WATERTIGHT
CLEANOUT
SHEAR GATE
2.0' MIN
CHAIN - 200# CAPACITY
SLACK WHEN GATE IS DOWN
FASTEN CHAIN TO FRAME
ADJUST RIM
AS NEEDED
12" OUTLET
12" INLET PIPE
178.4°'
DOWNTURN ELBOW
IE: 239.89'
ORIFICE DIAMETER: 0.5"
DOWNTURN ELBOW
IE: 239.04'
ORIFICE DIAMETER: 0.8"
2.0'
0.5 MIN
C2.5
12
PRIVATE STORM DETAILS
C2.5
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
Know what's below.
before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-GRAD-STRM.dwgVIEW WITH
LOW FLOW
RISER
ADDITIONAL LADDER RUNGS (IN SETS) TO ALLOW ACCESS
TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER
2' MIN. CLEARANCE TO ANY PORTION OF FLOW
RESTRICTOR TEE INCLUDING ELBOWS
NOTES:
1.USE A MINIMUM OF 54" DIAMETER TYPE 2 CATCH BASIN.
2.OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW.
3.METAL PARTS PREFERRED TO BE STAINLESS STEEL
ALUMINIZED STEEL, OR ALUMINUM ALL OTHER STEEL
PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR
5.
4.FRAME AND LADDER OR STEPS OFFSET SO:
A.CLEANOUT GATE IS VISIBLE FROM TOP.
B.CLIMB-DOWN SPACE IS CLEAR OF RISER AND
CLEANOUT GATE.
C.FRAME IS CLEAR OF CURB.
5.IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE
PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO
CONCRETE PIPE I.D. LESS 1/4".
6.PROVIDE AT LEAST ONE 3" x .090 GAGE SUPPORT
BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'-0"
VERTICAL SPACING).
7.LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO
PROVIDE MINIMUM CLEARANCE AS SHOWN.
8.LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES
USED AS ACCESS TO TANKS AND VAULTS TO ALLOW
ACCESS WHEN CATCH BASIN IS FILLED WITH WATER.
9.WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE
CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EQUAL) WHEN CONNECTING TO
AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF
THE SAME MATERIAL AS THE CONNECTING PIPE.
10.IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN
ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH
ORIFICES ARE NOT REQUIRED.
1 NOT TO SCALE
TEE SECTION SHEAR GATE 2 SCALE H:1"=2'. V:1"=2'
CONTROL STRUCTURE
3 NOT TO SCALE
FRENCH DRAIN
12" PERFORATED
ADS N-12 OR EQUALPROPERTYLINE1-1/2' WASHED
DRAINFIELD ROCK
(WSDOT 9-03.12(5))*
18"
MIN.
6" MIN.
6" MIN.
OVER PIPE
WRAP FILTER
FABRIC AROUND
ROCK IN TRENCH
GRADE SEEDED SWALE
ALONG TOP OF DRAIN.
TRENCH TO INTERCEPT
RUNOFF FROM OFFSITE
5.00%6" MIN.TED-40-4213R-421311
2:1 MAX
09/20/2022
SURFACE WATER UTILITY
jfarah 09/29/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
C2.6
13
PRIVATE STORM DETAILS
C2.6
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
Know what's below.
before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-GRAD-STRM.dwg1 NOT TO SCALE
SURFACE WATER STANDARD PLAN NOTES 2 NOT TO SCALE
SOIL AMENDMENT SECTIONSTED-40-4213R-421312
09/20/2022
SURFACE WATER UTILITY
jfarah 09/29/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
3'-31316"INSIDE RIMFLOWA 7716"2'-1018"
INSIDE
2'-1078"
OUTSIDEB2'-1018"3'-912"
9'-714"
718"
718"
10'-01516"
OUTSIDE RIM
3'-31316"
INSIDE RIM
3'-31316"
INSIDE RIM
3'-31316"
INSIDE RIM
2'-1018"
B
B H8916"AA
INLET STUB
(OPTIONAL)OUTLET STUB
OUTLET PIPE
FROM FLOWKIT
FILTRATION
BAY INLET
PERMANENT
POOL LEVEL
ACCESS COVER
CONCRETE COLLAR
AND REBAR TO MEET
HS20 IF APPLICABLE BY
CONTRACTOR
OPTIONAL SLOPED LID
CORNER ELEVATIONS TO BE
SPECIFIED BY ENGINEER
STORMFILTER
CARTRIDGE TYP.
FLOW
KIT TYP.
CLEANOUT
ACCESS PLUG
ON WEIR WALL
PERMANENT
POOL ELEVATION
CARTRIDGE
SUPPORT TYP.
CATCHBASIN FOOT
(TYP. OF 4)
FINISHED GRADE
WEIR WALL
FLOATABLES BAFFLE
LIFTING EYE
(TYP. OF 4)
VANED INLET GRATE
(SOLID COVER
OPTIONAL)
1'-5116"
COLLAR
PLAN VIEW
SECTION A-A SECTION B-B
CATCHBASIN FOOT
(TYP. OF 4)
FILTRATION
BAY INLET TYP.
C2.7
14
PRIVATE STORM DETAILS
C2.7
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
Know what's below.
before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-GRAD-STRM.dwg1 NOT TO SCALE
STORMFILTER
GENERAL NOTES
1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2.FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR
CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. WWW.CONTECHES.COM
3.STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN
THIS DRAWING.
4.INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY
CONTRACTOR.
5.MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "O" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE
OF THE STEEL SFCB.
6.STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD
OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE
USING FLEXIBLE COUPLING BY CONTRACTOR.
7.STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD
RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDED
BY CONTRACTOR.
8.FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE
7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS.
9.SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).
INSTALLATION NOTES
A.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY
ENGINEER OF RECORD.
B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES
PROVIDED).
C.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF.
STORMFILTER STEEL CATCHBASIN DESIGN NOTES
CARTRIDGE HEIGHT
SPECIFIC FLOW RATE (gpm/sf)
CARTRIDGE FLOW RATE (gpm)
RECOMMENDED HYDRAULIC DROP (H)
27"18"18" DEEP
3.05'2.3'3.3'
STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 2 CARTRIDGE CATCHBASIN
HAS A MAXIMUM OF TWO CARTRIDGES. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER
CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL.
PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
18.79 12.53 12.53
2 gpm/sf
22.5 11.25 15 15 7.57.5
1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf
* 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY
INLET PERMANENT POOL LEVEL (A)1'-0"1'-0"2'-0"
PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8
OVERALL STRUCTURE HEIGHT (B)4'-9"3'-9"4'-9"
OUTLET
INLET
CONFIGURATIONS
STRUCTURE ID
WATER QUALITY FLOW RATE (cfs)
PEAK FLOW RATE (<1.8 cfs)
RETURN PERIOD OF PEAK FLOW (yrs)
CARTRIDGE FLOW RATE (gpm)
MEDIA TYPE (PERLITE, ZPG, PSORB)
RIM ELEVATION
PIPE DATA:I.E.DIAMETER
INLET STUB
OUTLET STUB
NOTES/SPECIAL REQUIREMENTS:
2-CARTRIDGE DEEP CATCHBASIN
STORMFILTER DATA
SLOPED LID
SOLID COVER
OUTLET
INLET
OUTLET
INLET
INLET INLET
CB #5
0.0294
0.1378
100 YEAR
11.25
ZPG
241.89'
N/A N/A
238.48'12"
YES\NO
YES\NO
CONTRACTOR TO COORDINATE WITH CONTECH FOR
OUTLET CONFIGURATIONTED-40-4213R-421313
09/20/2022
SURFACE WATER UTILITY
jfarah 09/29/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
S 132ND ST242242240CB #2STA: 0+61.63CB #3STA: 10+41.95CB #5STA: 10+51.89CB #4STA: 10+50.99STA: 0+32.18, 23.00' LTFL: 240.5110+00 0+001+002+00240CB #11STA: 1+39.45SSMH#1SEWER CODRIVEWAY CENTERLINESTA:0+50.19, 23.50' LTSTA: 0+88.82, 23.00' LTFL: 239.88STA: 1+47.88, 22.68' LTFL: 239.49CB #1STA: 1+40.50220225230235240245220225230235240245FG 240.91
0+50FG 240.61
FG 240.32
1+00FG 240.05
FG 239.79
1+50FG 239.84
FG 44 LF 12" DI CL52 @ 0.50%CB #2, TYPE 1STA: 0+62, 21.99' LTRIM: 240.20IE: 237.49 12" (W)IE: 237.49 12" (E)79 LF 12" DI CL52 @ 1.32%STA: 0+17.83, 17.62' LTIE: 239.12 4" (W)IE: 237.71 12" (E)RIM: 240.71EX. CB T-1,EX. CB T-1 (SOLID),STA 1+50.34, 17.54' LTRIM: 239.65IE: 236.40 12" (E)IE: 236.40 12" (NW)EXISTING GRADE ELEV. AT ROAD CENTERLINEEXISTING GRADE ATROAD CENTERLINE11 LF 12" CPEP @ 0.50%STA: 1+40.50, 21.92' LTIE: 236.45 12" (W)IE: 236.45 12" (SE)IE: 236.45 12" (N)RIM: 239.55CB #1, TYPE 1PROPOSED WATERCROSSINGNEW IE: 237.71 12" (E)S 132ND ST242242240240233235240245233235240245FG 243.54
FG 243.42
FG 243.03 PROPOSED GRADEEXISTING GRADE4.0' LIVESTORAGE75.0'8" SEWER12" STORMCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDST A C O M A2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBS E A T T L ES P O K A N E T R I - C I T I E S BRAR SHORT PLATAHBL JOB #2200320.1025Know what'sbelow.before you dig.CallRC22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-FRONTAGE.dwg
NS 132ND ST PROFILESCALE: H:1"=20', V:1"=4'30.0'30.0'60' ROWCOMPACT SUBGRADE TO 95%AASHTO T-99 PROCTOR DENSITY8.0'ROW CENTERLINEROWVARIES 11.5' ROWDEDICATIONSIDEWALK7.0'0.5'6.5'SAWCUTLINEEXISTING ROW8.0'PLANTINGSTRIPBUFFER2.0'2:1 MAX. PROPOSED ROWDEDICATIONMATCH EXISTING PAVEMENTSECTION AND SUBGRADETRAFFIC CURBAND GUTTER2%EXISTING ASPHALT5'BIKELANE8'PARKING10'LANE16.0'ADJUSTHYDRANT23.0'8.5'8.0'11.5'ROW DED.41.5'ROWROWCENTERLINEC3.115S 132ND ST PLAN AND PROFILEC3.11NOT TO SCALES 132ND ST HALF-STREET IMPROVEMENTSDEMO LEGENDREMOVE EXISTING ASPHALTREMOVE EXISTING CONCRETEREMOVE EXISTING FENCEEXISTING GRADE CONTOURELEVREMOVE TREES (TYP.)REMOVE AND REPLACEEXISTING GAS, TELECOMAND WATER SERVICE LINESAS REQUIRED TO PROVIDEIMPROVEMENTS.COORDINATE DISRUPTIONSWITH PROPERTY OWNER.DEMOLISH EXISTINGROCKERY WALLREFER TO SHEET C1.1FOR ONSITE TESC ANDDEMOLITION PLANREFER TO SHEETC2.1FOR ONSITEIMPROVEMENTSAPPROXIMATE LOCATIONFOR NEAT SAWCUT ANDPAVEMENT REMOVAL LIMITS2C3.5PROTECTPROTECTREMOVE STORM PIPE &STRUCTURE20.0'1C3.4SIDEWALK3C3.33C3.3DEMOLITION NOTES1.CONTRACTOR IS TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES SHOWN.THE CONTRACTOR IS TO PROTECT UNDERGROUND UTILITIES DURINGCONSTRUCTION.2.CONTRACTOR TO PROTECT EXISTING STORM SYSTEM LOCATED IN FRONTAGEALONG S 132ND ST.3.CONTRACTOR TO PROTECT EXISTING CURB AND GUTTER LOCATED INFRONTAGE ALONG S 132ND ST..FRONTAGE IMPROVEMENT LEGENDPROPERTY BOUNDARYROAD CENTERLINEASPHALT PAVINGPROPOSED SIDEWALKEXISTING SIDEWALKLANE WIDTH OVERLAYEXISTING GAS LINEEXISTING COMMUNITCATION LINEEXISTING WATER LINEEXISTING SEWER LINEEXISTING OVERHEAD POWERFRONTAGE IMPROVEMENT NOTES1.ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS ANDSPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKSDEPARTMENT AND THE LATEST EDITION OF THE WSDOT STANDARDS ANDSPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON INTHE RENTON STANDARD PLANS AND SPECIFICATIONS.2.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THECONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATION AND DEPTH OF ALLUTILITIES SHOWN.3.CONTRACTOR IS TO RAISE ALL REMAINING STRUCTURE LIDS TO BE FLUSHWITH FINISHED GRADE. REFER TO PLAN FOR REMAINING STRUCTURES.4.ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TOCITY OF RENTON CONSTRUCTION STANDARDS.5.REFER TO LANDSCAPE PLANS FOR STREET TREES.COORDINATE WITH SEATTE CITY LIGHTFOR VAULT REMOVAL AND RELOCATIONFRONTAGE PROPOSED IMPROVEMENTS PLANSCALE: 1"=20'FRONTAGE TESC AND DEMO PLANSCALE: 1"=20'2C4.4TED-40-4213
R-4213142SCALE: H:1"=20', V:1"=2'STORM CROSS SECTION 12C3.1SYSTEM ELEVATIONSTOP OF STORMTANK: 240.64BOTTOM OF TANK: 236.14BOTTOM OF STRUCTURAL FILL: 235.14REPLACE SIDEWALK ATNEAREST EXPANSION JOINTREMOVE EXISTING WATER SERVICE.REFER TO SHEET C2.2 FORRELOCATED WATER SERVICEPROVIDE A FULLSTREET GRIND OVERLIMITS OF PATCHINGPROVIDE A FULL STREET WIDTH, 2.0"DEPTH OVERLAY THAT EXTENDS ATLEAST 10' BEYOND EACH END OF UTILITYTRENCHES PER CITY STANDARDS.PROVIDE A 2.0"FULL STREET GRIND AND OVERLAY ALONGPROJECT FRONTAGEREMOVE EXISTINGASPHALT CURB RAMPREPLACE CURBREFER TO SHEET C2.1 FORADA ENLARGEMENTREMOVE DEPRESSEDCURB AND GUTTER ANDCURB TRANSITION10.0'10.0'6.0'UNDERGROUND POWER ANDRELOCATE EXISTING SERVICEVAULT. COORDINATE WITHSEATTLE CITY LIGHT09/20/2022DEVELOPMENT ENGINEERINGYQI 10/05/2022
10+000+00
1+00
2+00
S 132ND ST
240
242
242
240CB #2
CB #11
CB #3
CB #5
SSMH#1SSCO
PROVIDE LONGITUDINAL
PAVEMENT PATCH PER DETAIL
PROVIDE TRANSVERSE
PAVEMENT PATCH PER DETAIL
CB #4
CB #1
220
225
230
235
240
245
220
225
230
235
240
245
FG 240.910+50FG 240.61FG 240.321+00FG 240.05FG 239.791+50FG 239.84FGSTA: 0+68.38, 7.03' RT
RIM: 240.20
SSMH#1, 48" SSMH
IE IN: 229.97 (8"N)
IE IN: 229.97 (8"W)
IE OUT: 229.87 (8"E)
78 LF 8" PVC @ 0.50%
STA: 1+46.26, 7.29' RT
RIM: 239.58
EX. SSMH, 48" Ø
IE IN: 229.48 (8"W)
IE OUT: 229.38 (8"E)
EXISTING GRADE ELEV. AT ROAD CENTERLINE
EXISTING AND PROPOSED
GRADE AT ROAD CENTERLINE
30 LF 8" PVC @ 0.50%
STA: 0+38.38, 7.00' RT
RIM: 240.56
SSCO
IE OUT: 230.12 (8"E)
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
Know what's below.
before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-132ND-SSWR.dwgGRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
S 132ND ST PROFILE
SCALE: H:1"=20', V:1"=4'
REMOVE EXISTING FIRE HYDRANT
AND REPLACE WITH NEW FIRE
HYDRANT ASSEMBLY. SET 4.0'
BEHIND FACE OF CURB.
23.0'
8.5'
8.0'
11.5'
ROW DED.
41.5'
ROW
ROW
CENTERLINE
C3.2
16S 132ND ST SEWER PLAN AND PROFILE
C3.2
CORE NEW CONNECTION
AND CHANNEL
EXISTING CHANNEL
SANITARY SEWER NOTES
1.SEWER SERVICE SHALL BE 8" PVC SDR 35.
2.PROVIDE SEWER PIPE BEDDING PER DETAIL
3.PROVIDE SEWER MANHOLES PER DETAIL
2
C4.1
2
C4.2
NAVD88 - ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED
FROM INFORMATION PROVIDED BY CITY OF RENTON SURVEY
CONTROL DATABASE.
POINT ID NO. 1333 - FOUND CONCRETE MONUMENT WITH BRASS
DISK, DOWN 1.0' IN CASE, AT THE INTERSECTION OF S 128TH STREET
& 84TH AVENUE S.
ELEVATION: 387.35 FEET
2.0' CONTOUR INTERVAL ARE DERIVED FROM DIRECT FIELD
OBSERVATIONS - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO
1/2 CONTOUR INTERVAL OR ± 1.0' FOR THIS PROJECT
VERTICAL DATUM
WASHINGTON COORDINATE SYSTEM, NAD83(91), NORTH ZONE,
DERIVED FROM CITY OF RENTON SURVEY CONTROL DATABASE -
ACCEPTED THE BEARING OF N 87°34'08" W FOR THE NORTH LINE OF
THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 23 N., RANGE
4 E. W.M., BASED ON FOUND MONUMENTS IN CASE, PER CITY OF
RENTON SURVEY CONTROL DATABASE.
BASIS OF BEARINGWWP-27-4213S-421302
1
C4.4
09/20/2022
WASTEWATER UTILITY
JStowell 09/29/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
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before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-132ND-SSWR.dwgC3.3
17PUBLIC ROAD DETAILS
C3.3
1 NOT TO SCALE
CEMENT CONCRETE CURBS 2 NOT TO SCALE
CURB INSTALLATION AT CATCH BASINS 3 NOT TO SCALE
CEMENT CONCRETE SIDEWALKTED-40-4213R-421315
09/20/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
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R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-132ND-SSWR.dwgC3.4
18PUBLIC ROAD DETAILS
C3.4
1 NOT TO SCALE
CONCRETE DRIVEWAY NOTES AND DETAILS 2 NOT TO SCALE
DRIVEWAY ENTRANCE - TYPE R1B 3 NOT TO SCALE
TRANSVERSE PAVEMENT PATCH WITH OVERLAYTED-40-4213R-421316
09/20/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
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R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-132ND-SSWR.dwgC3.5
19PUBLIC ROAD DETAILS
C3.5
1 NOT TO SCALE
LONGITUDINAL PAVEMENT PATCH WITH OVERLAY 2 NOT TO SCALE
CURB AND GUTTER REPLACEMENTTED-40-4213R-421317
09/20/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
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R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-UTIL-DETL.dwgC4.1
20SEWER NOTES AND DETAILS
C4.1
1 NOT TO SCALE
SANITARY SEWER CLEANOUT 2 NOT TO SCALE
SEWER PIPE BEDDING 3 NOT TO SCALE
SIDE SEWER INSTALLATIONWWP-27-4213S-421303
09/20/2022
WASTEWATER UTILITY
JStowell 09/29/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
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R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-UTIL-DETL.dwgC4.2
21SEWER NOTES AND DETAILS
C4.2
1 NOT TO SCALE
AIR TEST TABLE 2 NOT TO SCALE
STANDARD SANITARY MANHOLE 3 NOT TO SCALE
PRIVATE MANHOLE FRAME AND COVERWWP-27-4213S-421304
09/20/2022
WASTEWATER UTILITY
JStowell 09/29/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
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R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-UTIL-DETL.dwgC4.3
22SEWER NOTES AND DETAILS
C4.3
1 NOT TO SCALE
SEWER CLEANOUT
CCTV INSPECTION SPECIFICATIONS
1.ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND ) PRIVATE SANITARY SEWER AND STORM
DRAIN MAIN LINES SHALL BE INSPECTED BY MEANS OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS
SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR ASSIGNED TO THE PROJECT PRIOR TO
RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS, AND/OR PAVEMENT.
2.THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTIONS IN ACCORDANCE WITH THE NATIONAL
ASSOCIATION OF SEWER SERVICE COMPANIES (NASSCO) PIPELINE ASSESSMENT CERTIFICATION PROGRAM
(PACP)
3.ALL CCTV OPERATOR SHALL HAVE CURRENT NASSCO PACP CERTIFICATION.
4.CCTV INSPECTIONS SHALL BE RECORDED IN A GRANITENET COMPATIBLE FORMAT DATABASE USING THE
LATEST SOFTWARE VERSION AND SUBMITTED WITH ELECTRONIC LINKS BETWEEN THE DATA AND THE
VIDEO ON AN EXTERNAL HDD, DVD, OR FLASH DRIVE.
5.ALL CCTV INSPECTION REPORTS SHALL BE WITH-IN +/- TWO (2) FEET OF THE MEASURED LINEAR FOOTAGE
BETWEEN MANHOLES ALONG THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE TO END OF
PIPE.
6.ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FILLY AND ACCURATELY ENTERED ON
ALL CCTV REPORTS. WORK NOT FOLLOWING THESE SPECIFICATIONS WILL BE REJECTED AND THE
CONTRACTOR SHALL BE REQUIRED TO RE-CCTV THE WORK.
7.DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE, LOGS,
ELECTRONIC REPORTS, ETC. NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE INSPECTION. THE
SPEED OF TRAVEL SHALL BE SLOW ENOUGH TO INSPECT EACH PIPE JOINT, TEE CONNECTION, STRUCTURAL
DETERIORATION, INFILTRATION AND INFLOW SOURCES, AND DEPOSITS, BUT SHOULD NOT, AT ANY TIME, BE
FASTER THAN 30 FEET PER MINUTE, EXCEPT AS NOTED OTHERWISE IN THIS DOCUMENT.
8.THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE MEASUREMENTS TO
PROVIDE LOCATIONS OF FEATURES IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL BE
DISPLAYED AND DOCUMENTED ON THE VIDEO. ALL PACP OBSERVATIONS SHALL BE IDENTIFIED BY AUDIO
AND ON A PACP LOG. ALL VIDEO MUST BE CONTINUOUSLY METERED FROM MANHOLE TO MANHOLE. ALL
VIDEO RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO "PAUSING" OF THE
VIDEO RECORDING DURING EACH PIPELINE INSPECTION. THE PIPE SHALL BE CLEANED PRIOR TO CCTV
INSPECTION TO ENSURE ALL DEFECTS, FEATURES AND OBSERVATIONS ARE SEEN AND LOGGED.
9.JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND RECORDING,
WATER (CONTAINING DYE) SHALL BE INTRODUCED INTO THE UPSTREAM MANHOLE OF EACH PIPE SEGMENT
UNTIL IT IS OBSERVED AND RECORDED FLOWING PAST THE CAMERA'S FIELD OF VISION IN ITS ENTIRETY.
10.THE CCTV CAMERA SHALL HAVE A WATER-LEVEL MEASURING DEVICE (BALL, CYLINDER, ETC.) ATTACHED
THAT HAS 1
4" MARKINGS TO SHAL THE DEPTH OF WATER IN THE PIPE DURING CCTV INSPECTION.
11.ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION
12.PER CITY OF RENTON SPECIFICATION 7-08.3(2)B, SEWER AND STORM DRAIN PIPELINE SHALL HAVE NO MORE
THAN 1
2" OF PONDING TO BE CONSIDERED ACCEPTABLE.WWP-27-4213S-421305
09/20/2022
WASTEWATER UTILITY
JStowell 09/29/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
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before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-UTIL-DETL.dwgC4.4
23WATER NOTES AND DETAILS
C4.4
1 NOT TO SCALE
FIRE HYDRANT ASSEMBLY 2 NOT TO SCALE
WATER MAIN CUT-IN CONNECTIONWTRP-27-4213W-421302
WATER UTILITY GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD
SPECIFICATIONS, THE CITY OF RENTON DEVELOPER EXTENSION AGREEMENT, AND WSDOT STANDARD SPECIFICATIONS, LATEST EDITION
AS AMENDED BY THE CITY OF RENTON.
2. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE
RECORDS AND SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID
ANY OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS.
3.ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL
1-800-424-5555 OR 811 TO VERIFY UTILITY LOCATIONS A MINIMUM OF 72 HOURS BEFORE BEGINNING EXCAVATION.
4. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED. PRODUCTS AND
MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY OF RENTON WATER UTILITY APPROVED MATERIALS LIST. CUT SHEETS FOR ALL
MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE.
5. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT-LINED (DOUBLE THICKNESS) DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA
C151 AND C104 STANDARDS. PIPE JOINTS SHALL BE PUSH-ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL
BE CLASS 250 PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE-TYPE,
POLYETHYLENE ENCASEMENT PER AWWA C105.
6. ALL PIPE AND FITTINGS NOT TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH 5-6% AVAILABLE CHLORINE SOLUTION PRIOR TO
INSTALLATION UNDER THE OBSERVATION OF A CITY OF RENTON UTILITY INSPECTOR.
7. IN FILL AREAS, THE WATER MAIN SHALL BE INSTALLED ONLY AFTER THE TRENCH AND ROADWAY SUBGRADE MATERIALS HAVE BEEN
GRADED AND COMPACTED.
8. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL PROVIDE CATCH BASIN INSERTS FOR ALL CATCH BASINS THAT WILL
RECEIVE RUNOFF FROM THE PROJECT SITE. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE CONDITION OF ALL INSERTS AND
REPLACE AS NECESSARY.
9. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES (36") FOR PIPE DIAMETER OF 10 INCHES (10") OR
LESS AND 48 INCHES (48") FOR PIPE DIAMETER OF 12 INCHES (12") AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 72
INCHES (72"). ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS
OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE REQUIRED
MINIMUM VERTICAL CLEARANCE BETWEEN UTILITIES AND MINIMUM COVER.
10. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER’S SPECIFICATION FOR SIZE OF PIPE USED.
11. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT (95%) MAXIMUM DRY DENSITY (MDD) AS DETERMINED BY THE MODIFIED
PROCTOR TEST METHOD IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT (85%) MDD IN
UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 PERCENT (95%) MDD.
12. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED, AND POURED INTO PLACE IN ACCORDANCE WITH THE CITY OF
RENTON STANDARD PLANS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS AND FITTINGS. JOINT RESTRAINTS MAY
BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING.
13. MINIMUM CLEARANCE BETWEEN CONCRETE BLOCKING AND OTHER BURIED UTILITIES OR
STRUCTURES SHALL BE 5 FEET (5').
14. ALL NEW SERVICES SHALL BE MINIMUM 1-INCH (1") PER CITY OF RENTON STANDARD PLANS. ADAPTERS FOR 3/4-INCH BY 5/8-INCH (3/4" X
5/8") METERS SHALL BE USED WHERE APPLICABLE.
15. PRIVATELY OWNED AND OPERATED PRESSURE REDUCING VALVES ARE REQUIRED BY THE UNIFORM PLUMBING CODE WHERE THE STATIC
SERVICE PRESSURE EXCEEDS 80 PSI.
16. WHERE A NEW UTILITY LINE CROSSES BELOW AN EXISTING ASBESTOS CEMENT MAIN, THE ASBESTOS CEMENT PIPE SHALL BE REPLACED
WITH POLYWRAPPED DUCTILE IRON PIPE TO 3 FEET (3') PAST EACH SIDE OF THE TRENCH AS SHOWN ON CITY OF RENTON STANDARD PLAN
330.6. WHEN WORKING WITH ASBESTOS CEMENT PIPE, THE CONTRACTOR IS REQUIRED TO MAINTAIN WORKERS’ EXPOSURE TO ASBESTOS
MATERIAL AT OR BELOW THE LIMIT PRESCRIBED IN WAC 296-62-07705.
17.WHERE WATER MAIN CROSSES SANITARY SEWER OR STORM DRAIN PIPE, ONE FULL LENGTH OF WATER PIPE SHALL BE CENTERED FOR
MAXIMUM JOINT SEPARATION.
18. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL BE FLUSHED AND CLEANED VIA FOAM POLYPIG PRIOR TO DISINFECTION, AND TESTING.
CLEANING, HYDROSTATIC TESTING, AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY
OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL, AND REMOVE PLUGS, CORPORATION STOPS, BLOW-OFF
ASSEMBLIES, AND THRUST RESTRAINT/BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN
THE NEW MAIN AND THE EXISTING SYSTEM UNTIL THE NEW PIPING HAS BEEN POLYPIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH
HYDROSTATIC AND PURITY TESTING.
19. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE
WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST
PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER
SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY A CITY OF RENTON UTILITY INSPECTOR.
20. AFTER DISINFECTING THE WATER MAIN, DISPOSE OF CHLORINATED WATER BY DISCHARGING TO THE NEAREST OPERATING SANITARY
SEWER.
21.THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY A MINIMUM OF TEN (10) WORKING DAYS PRIOR TO MAKING
CONNECTIONS TO THE EXISTING WATER SYSTEM. WATER MAIN SHUT OFFS SHALL NOT BE SCHEDULED TO OCCUR ON FRIDAYS, CITY
HOLIDAYS, NOR ON THE FIVE DAYS BEFORE NOR ONE DAY AFTER A CITY HOLIDAY, UNLESS APPROVED BY THE CITY OF RENTON WATER
UTILITY. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE
NECESSARY ADAPTERS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL
SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION
TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE
SURFACE RESTORATION.
22.ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, ABANDONMENT OF EXISTING PIPES, WATER
SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR.
23. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREAS AS DIRECTED BY THE
ENGINEER. FLUSHING OF STREETS SHALL NOT BE PERMITTED WITHOUT PRIOR CITY APPROVAL. TRENCH BACKFILL AND SURFACE
RESTORATION OF EXISTING ASPHALT PAVEMENT SHALL BE AS REQUIRED BY THE RIGHT-OF-WAY USE PERMIT.
25. WHEN WORK IS TO OCCUR IN EASEMENTS, THE CONTRACTOR SHALL NOTIFY THE EASEMENT GRANTOR AND THE CITY OF RENTON WATER
UTILITY IN WRITING A MINIMUM OF 48 HOURS IN ADVANCE OF BEGINNING WORK (NOT INCLUDING WEEKENDS OR HOLIDAYS). FAILURE TO
NOTIFY GRANTOR AND THE CITY OF RENTON WATER UTILITY WILL RESULT IN A STOP WORK ORDER BEING POSTED UNTIL THE MATTER IS
RESOLVED TO THE SATISFACTION OF THE CITY OF RENTON WATER UTILITY. A WRITTEN RELEASE FROM THE EASEMENT GRANTOR SHALL
BE FURNISHED TO THE CITY OF RENTON UTILITY INSPECTOR PRIOR TO PERMIT SIGN-OFF.
26. THE CONTRACTOR SHALL RESTORE THE RIGHT-OF-WAY AND EXISTING PUBLIC UTILITY EASEMENTS AFTER CONSTRUCTION TO A
CONDITION EQUAL OR BETTER THAN CONDITION PRIOR TO ENTRY. THE CONTRACTOR SHALL FURNISH A SIGNED RELEASE FROM ALL
AFFECTED PROPERTY OWNERS AFTER RESTORATION HAS BEEN COMPLETED.
27. MANHOLES, CATCH BASINS, AND VAULTS ARE CONSIDERED TO BE PERMIT-REQUIRED CONFINED SPACES. ENTRY INTO THESE AND ANY
OTHER CONFINED SPACES SHALL BE IN ACCORDANCE WITH CHAPTER 296-809 WAC.
09/20/2022
WATER UTILITY
agafour 10/03/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
Know what's below.
before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-UTIL-DETL.dwgC4.5
24WATER NOTES AND DETAILS
C4.5
2 NOT TO SCALE
VALVE BOX DETAIL1NOT TO SCALE
1 INCH WATER SERVICEWTRP-27-4213W-421303
3 NOT TO SCALE
POLYPIGGING STATION
09/20/2022
WATER UTILITY
agafour 10/03/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
AHBL JOB #2200320.10
25
Know what's below.
before you dig.Call
R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-UTIL-DETL.dwgC4.6
25WATER NOTES AND DETAILS
C4.6WTRP-27-4213W-421304
1 NOT TO SCALE
THRUST BLOCKING
09/20/2022
WATER UTILITY
agafour 10/03/2022
DEVELOPMENT ENGINEERING
YQI 10/05/2022
LOT 1
7,126 S.F.0+001+00IL1ILLUMINATION
PLAN
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BRAR SHORT PLAT
Know what's below.
before you dig.Call
RTED-___LUA:21-000014PR:20-0000151733 FERNDALE AVE SE
RENTON, WASHINGTON 98058
(206) 200-0015
1 2
DEVELOPMENT ENGINEERING
YQI 10/21/2022TED-40-4213 10/21/2022
IL2ILLUMINATION
DETAILS
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BRAR SHORT PLAT
Know what's below.
before you dig.Call
RTED-___LUA:21-000014PR:20-0000151733 FERNDALE AVE SE
RENTON, WASHINGTON 98058
(206) 200-0015
2 2
cor std plan j013TED-40-4213 10/21/2022
DEVELOPMENT ENGINEERING
YQI 10/21/2022
2702712722732652602552502452402402432462472482492502552512522532542562
7
5
L0TREE RETENTION PLANNGRAPHIC SCALE
0 20 40
1" = 20 FEET
10
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
Know what's below.
before you dig.Call
RTED-___LUA:21-000014PR:20-0000151733 FERNDALE AVE SE
RENTON, WASHINGTON 98058
(206) 200-0015
1 3
CURRENT PLANNING
Name [Date]Alex Morganroth [9/29/2022]
DEVELOPMENT ENGINEERING
YQI 10/05/2022TED-40-4213
2702712722732652602552502452402402432462472482492502552512522532542562
7
5
Kinnikinnik
Arctostaphylos uva-ursi
APOLLO® SUGAR MAPLE
(ACER SACCHARUM 'BARRETT COLE')
Acer platanoides 'Columnar' / Columnar Norway maple
HOLLY OAK (QUERCUS ILEX)NGRAPHIC SCALE
0 20 40
1" = 20 FEET
10
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
Know what's below.
before you dig.Call
RTED-___LUA:21-000014PR:20-0000151733 FERNDALE AVE SE
RENTON, WASHINGTON 98058
(206) 200-0015 L1LANDSCAPE PLAN
2 3
CURRENT PLANNING
Name [Date]Alex Morganroth [9/29/2022]
DEVELOPMENT ENGINEERING
YQI 10/05/2022TED-40-4213
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
BRAR SHORT PLAT
Know what's below.
before you dig.Call
RTED-___LUA:21-000014PR:20-0000151733 FERNDALE AVE SE
RENTON, WASHINGTON 98058
(206) 200-0015 L2LANDSCAPE PLAN
3 3
CURRENT PLANNING
Name [Date]Alex Morganroth [9/29/2022]TED-40-4213