HomeMy WebLinkAboutMaple Highlands Record DrawingsPROP LINE152ND AVE SE154TH AVE SE1234
5
6
7
10
9
8
12 11
STORM
TRACT A
SE 138TH PL
SE 5TH PL153RD AVE SETREE RETENTION
TRACT B
SE 2ND CT
SE 2ND ST
SE 2ND PL
SE 3RD PL
SE 138TH PL
SE 6TH PL
SE 7TH PL
SE 142ND ST
SE 141ST PL
SE 140TH PL
SE 139TH PL
SE 138TH PL
SE 143RD ST
SE 2ND LN
156TH AVE SESHADOW PLACE SETOLEDO AVE SEROSARIOPL SE152ND AVE SE154TH AVE SE150TH PL SE149TH PL SE148TH PL SE148THPL SESE 142
N
D
P
L
SE 142
N
D
P
L
SE 4TH PL
SE 5TH PLROSARIOAVE SEMAPLEWOOD PARK
WAPATO PL SESE 143RD PLSE139THCT
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
OWNER
CONNER HOMES
12600 SE 38TH STREET
BELLEVUE, WA 98006
PH: (888) 302-1252
CONTACT: DALTON SMITH
SURVEYOR
KPFF CONSULTING ENGINEERS
612 WOODLAND SQUARE LOOP SE,
SUITE 100
LACEY, WA 98503
PH: (360) 292-7230
CONTACT: JEREME CHAPMAN, PLS
CIVIL ENGINEER
AHBL
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: SCOTT KAUL, PE
GEOTECH
THE RILEY GROUP, INC.
17522 BOTHELL WAY NE
BOTHELL, WA 98011
PH: (425) 415-0551
CONTACT: KRISTINA WELLER, PE
TRENCH NOTE
IF WORKERS ENTER ANY TRENCH OR OTHER
EXCAVATION FOUR OR MORE FEET IN DEPTH
THAT DOES NOT MEET THE OPEN PIT
REQUIREMENTS OF WSDOT SECTION
2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED.
THE CONTRACTOR ALONE SHALL BE
RESPONSIBLE FOR WORKER SAFETY AND
AHBL ASSUMES NO RESPONSIBILITY. ALL
TRENCH SAFETY SYSTEMS SHALL MEET THE
REQUIREMENTS OF THE WASHINGTON
INDUSTRIAL SAFETY AND HEALTH ACT,
CHAPTER 49.17 RCW.
UTILITY NOTE
THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE APPROXIMATE ONLY AND HAVE
NOT BEEN INDEPENDENTLY VERIFIED BY THE
OWNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK AND AGREES TO BE
FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES THAT HAPPEN DUE TO THE
CONTRACTOR'S FAILURE TO LOCATE EXACTLY
AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES. AHBL ASSUMES NO LIABILITY FOR
THE LOCATION OF UNDERGROUND UTILITIES.
BASIS OF BEARING
WASHINGTON STATE PLAN COORDINATE
SYSTEM, NAD 83/91 NORTH ZONE 4601 PER CITY
OF RENTON COORDINATE SYSTEM.
VERTICAL DATUM
NAVD 88 - CONTRACTOR TO VERIFY
ELEVATIONS TO LOCAL SITE CONTROL PRIOR
TO CONSTRUCTION.
FILL SPECIFICATION
FILL MATERIAL SHALL NOT CONTAIN
PETROLEUM PRODUCTS, OR SUBSTANCES
WHICH ARE HAZARDOUS, DANGEROUS, TOXIC,
OR WHICH OTHERWISE VIOLATE ANY STATE,
FEDERAL, OR LOCAL LAW, ORDINANCE, CODE,
REGULATION, RULE, ORDER, OR STANDARD
PARCEL #
1463400020
1463400021
SANITARY SEWER MAINTENANCE HOLE
CATCH BASIN
KPFF CONTROL POINT
GAS VALVE
WATER METER
WATER VALVE
SHRUB/BUSH
FIRE HYDRANT
DECIDUOUS
CONIFER
FENCE AS NOTED
ASPHALT
GRAVEL
UNDERGROUND WATER
GAS LINE
SIGN AS NOTED
MAILBOX
BUILDING OVERHANG
GAS METER
POWER VAULT
TRANSFORMER
POST/OVERHANG SUPPORT
TELECOMMUNICATIONS PEDESTAL
UNDERGROUND TELECOMMUNICATIONS
UNDERGROUND POWER
FOUND MONUMENT
LEGEND
C0.0COVER SHEET
C0.0
C0.0
SHEET INDEX
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 PLAT MAP
C2.0 TESC & DEMO PLAN
C2.1 TESC NOTES & DETAILS
C2.2 TESC NOTES & DETAILS
C2.3 TESC NOTES & DETAILS
C2.4 TESC NOTES & DETAILS
C3.0 OVERALL GRADING & ROOF DRAINAGE PLAN
C3.1 152ND AVE SE PLAN & PROFILE
C3.2 153RD AVE SE PLAN & PROFILE
C3.3 154TH AVE SE PLAN & PROFILE
C3.4 SE 5TH PL PLAN & PROFILE
C3.5 152ND AVE SE & SE 5TH PL INTERSECTION DETAIL
C3.6 153RD AVE SE & SE 5TH PL INTERSECTION DETAIL
C3.7 154TH AVE SE & SE 5TH PL INTERSECTION DETAIL
C3.8 ROAD CROSS-SECTIONS
C3.9 ROAD NOTES & DETAILS
C3.10 ROAD NOTES & DETAILS
C3.11 ROAD & STORM NOTES & DETAILS
C3.12 ROAD & STORM NOTES & DETAILS
C3.13 ROAD NOTES & DETAILS
C3.14 ROAD NOTES & DETAILS
C3.15 ROAD NOTES & DETAILS
C4.0 POND PLAN
C4.1 POND SECTIONS
C4.2 POND NOTES & DETAILS
C4.3 POND NOTES & DETAILS
C4.4 POND NOTES & DETAILS
C5.0 COMPOSITE UTILITY PLAN
C5.1 152ND AVE SE SEWER PLAN & PROFILE
C5.2 153RD AVE SE SEWER PLAN & PROFILE
C5.3 154TH AVE SE SEWER PLAN & PROFILE
C5.4 SE 5TH PL SEWER PLAN & PROFILE
C6.1 SEWER STANDARD NOTES & DETAILS
C6.2 SEWER STANDARD NOTES & DETAILS
C6.3 SEWER STANDARD NOTES & DETAILS
C7.0 SIGNING & CHANNELIZATION PLAN
C7.1 SIGNING & CHANNELIZATION NOTES & DETAILS
C7.2 SIGNING & CHANNELIZATION NOTES & DETAILS
1
SITE
VICINITY MAP
SCALE: 1"=500'
LANDSCAPE
AHBL
1200 6TH AVE, SUITE 1620
SEATTLE, WA 98101
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: KRISTIN KILDALL
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-COVR.dwgSITE ADDRESS
13929 154TH AVE SE
RENTON, WA 98059
13818 152ND AVE SE
RENTON, WA 98059
L0.0 LANDSCAPE COVER SHEET
L0.1 TREE RETENTION PLAN
L1.0 OVERALL LANDSCAPE PLAN
L1.1 LANDSCAPE PLAN
L1.2 LANDSCAPE PLAN
L1.3 LANDSCAPE DETAILS
L2.0 OVERALL IRRIGATION PLAN
L2.1 IRRIGATION PLAN
L2.2 IRRIGATION PLAN
L2.3 IRRIGATION NOTES & SCHEDULES
L2.4 IRRIGATION DETAILS
L3.0 SHEET SPECIFICATIONS
IL.0 ILLUMINATION NOTES
IL.1 ILLUMINATION PLAN
IL.2 ILLUMINATION DETAILS
IL.3 ILLUMINATION DETAILSTED-40-4278WWP-27-4278TRO-41-4278S-427801T-427801R-427801
10/24/2025
S88° 18' 04"E
297.10'
S0° 32' 11"W
110.02'
S88° 18' 04"E
297.13'
S0° 31' 04"W
166.35'
PROP LINE152ND AVE SE154TH AVE SE11253
S.F.
1
9913
S.F.
29652
S.F.
310453
S.F.
4
10101
S.F.
5
9020
S.F.
6
9392
S.F.
7
9054
S.F.
10
9201
S.F.
9
9199
S.F.
8
10376
S.F.
12
9974
S.F.
11
21635
S.F.
TRACT A
STORM141.74'80.02'121.33'140.69'70.01'135.07'70.01'
70.35'36.
7
6'105.97'3.00'
77.09'
57.87'71.54'126.09'
126.08'
3 9 .75'100.62'
126.11'73.21'79.92'80.00'90.52'38.
7
9'55.47'151.10'145.35'70.01'139.61'70.01'157.21'
5.29'
109.28'31.00'
109.28'
56.01'110.02'93.02'15.53'297.18'61.54'SE 138TH PL
SE 5TH PL153RD AVE SE1576
S.F.
TRACT B
TREE RETENTION
126.11'10.69'65.08'56.95'80.00'2.19'69.35'115.00'
114.98'
114.98'12.50'28+0029+0030+0031+0032+0033+0051+0052+0053+0069+0070+0071+0072+0073+0010+00 11+00 12+00 13+00
14+00
15+00 16+00 17+00
BUILDING SETBACK
LINE (TYP.)
152ND AVE SE STA: 29+95 =
SE 5TH PL STA: 9+99.24 SE 5TH PL STA: 12+96.92 =
153RD AVE SE STA: 50+00.16
SE 5TH PL STA: 16+54.52 =
154TH AVE SE STA: 70+00.00
37'
ROW
20' EVA TURNAROUND
EASEMENT
5' PRIVATE STORM
DRAINAGE EASEMENT
10.0' PRIVATE STORM
DRAINAGE EASEMENT
14.5' PRIVATE STORM
DRAINAGE EASEMENT
11.5' PRIVATE STORM
DRAINAGE EASEMENT
13.0' PRIVATE STORM
DRAINAGE EASEMENT
53'
ROW
10' UTILITY EASEMENT
10' UTILITY EASEMENT
5' PRIVATE STORM
DRAINAGE EASEMENT
27.00' PRIVATE
STORM EASEMENT
53'
ROW12.50'18.8 6'47.70'59.64'
3.51'
3 1 .83'70.35'
70.35'
23.08 '118.36'1
20.00'
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
PLAT MAP
C1.0
C1.0Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-PLAT.dwgSITE INFORMATION
GROSS SITE AREA:181,167 SF (4.16 AC)
PUBLIC ROW:40,368 SF (0.93 AC)
NET SITE AREA:140,799 SF (3.23 AC)
ZONING:R-4 (4 DU/AC)
ALLOWED LOTS:12 LOTS
(3.23 AC X 4 DU/AC = 12.9)
MAX NET DENSITY:4 DU/AC
DENSITY PROPOSED:3.7 DU/AC
MIN LOT AREA:9,000 SF
MIN LOT WIDTH:70'
MIN WIDTH CORNER LOT:80'
MIN LOT DEPTH:100'
FRONT SETBACK:30'
STREET SETBACK:30'
SIDE YARD SETBACK:20' COMBINED
7.5' MIN
REAR YARD SETBACK:25'
REAR IF CORNER LOT:REAR CAN BE SIDE SETBACK IF CORNER LOT
MAX IMPERVIOUS:50%
MAX BUILDING COVERAGE:35%
2
PLAT NOTES
FOR THE PROPERTY OWNERS OF LOTS 6 AND 7; IT SHALL BE THE LOT
OWNER'S RESPONSIBILITY FOR KEEPING THE EMERGENCY VEHICLE ACCESS
TURNAROUND CLEAR OF OBSTRUCTIONS AT ALL TIMES. WHEN 153RD AVE SE
IS EXTENDED TO PROVIDE FULL EMERGENCY VEHICLE ACCESS, THE
HOMEOWNERS OF LOTS 6 AND 7 MAY EXTINGUISH THE EASEMENT AT SUCH
TIME WITH RENTON REGIONAL FIRE AUTHORITY AND DEPARTMENT OF
COMMUNITY AND ECONOMIC DEVELOPMENT APPROVAL.
CONDITIONS OF APPROVAL
CITY OF RENTON HEARING EXAMINER PRELIMINARY PLAT DECISION CONDITIONS OF APPROVAL DATED JANUARY
30, 2023:
1.THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURE ISSUED AS PART OF THE DETERMINATION OF
NON-SIGNIFICANCE MITIGATED, DATED DECEMBER 12, 2022, AS SUBSEQUENTLY AMENDED AS AUTHORIZED BY
APPLICABLE LAW.
a.PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL, THE APPLICANT SHALL REHABILITATE THE EXISTING
STORMWATER DITCH FROM THE EXISTING 18-INCH (18”) OUTFALL TO THE SOUTHERN DRIVEWAY AT 14024 154TH
AVE SE. THE APPLICANT MAY CHOOSE TO TIGHTLINE THE EXISTING DITCH AND UPSIZE THE EXISTING DRIVEWAY
CULVERTS OR REGRADE/REALIGN THE EXISTING DITCH AND UPSIZE THE EXISTING DRIVEWAY CULVERTS.
2.DEMOLITION PERMITS SHALL BE OBTAINED, AND ALL REQUIRED INSPECTIONS BE COMPLETED FOR THE
REMOVAL OF THE EXISTING RESIDENCES AND DETACHED ACCESSORY STRUCTURES, PRIOR TO FINAL PLAT
APPROVAL.
3.THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT
APPLICATION THAT CLEARLY IDENTIFIES THE UTILITIES AND LIGHTING IN THE PLANTER STRIPS WITH STREET
TREE SPECIES SELECTED FROM THE CITY APPROVED STREET TREE LIST. THE DETAILED LANDSCAPE PLAN
SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT
ISSUANCE.
4.THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT
APPLICATION THAT IDENTIFIES THE ONSITE STREET FRONTAGE LANDSCAPING FOR EACH LOT THAT INCLUDES A
MIXTURE OF TREES, SHRUBS, AND GROUNDCOVER. THE DETAILED LANDSCAPE PLAN SHALL BE REVIEWED AND
APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE.
5.THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT
APPLICATION THAT PROVIDES A PLANT SCHEDULE FOR THE STORMWATER TRACT SCREENING OUTSIDE OF THE
FENCING AREA CONSISTING OF DOUGLAS FIR, WESTERN RED CEDAR, AND WESTERN HEMLOCK WITH
ASSOCIATED SHRUBS AND GROUNDCOVER AS DETERMINED BY THE CURRENT PLANNING PROJECT MANAGER.
THE DETAILED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT
MANAGER PRIOR TO PERMIT ISSUANCE.
6.THE APPLICANT SHALL SUBMIT A REVISED TREE RETENTION PLAN AND UPDATED CERTIFIED ARBORIST REPORT
WITH, OR PRIOR TO, THE CIVIL CONSTRUCTION PERMIT APPLICATION. THE REVISED PLAN SHALL PROVIDE A
TREE RETENTION TRACT FOR TREES 11-28 ALONG THE NORTHERN BORDER OF LOT 7. THE UPDATED ARBORIST
REPORT SHALL THOROUGHLY ANALYZE THE FEASIBILITY OF RETAINING TREES 1-10 ALONG THE NORTHERN
BORDER OF LOT 10 AND TREES 97-101 ON LOTS 5 AND 6, INCLUDING BUT NOT LIMITED TO A ROOT
RECONNAISSANCE, RECOMMENDATIONS FOR BEST PRACTICES FOR CONSTRUCTION AROUND TREES 97-101,
AND EVALUATION OF POTENTIAL BUILDING SETBACK VARIANCE REDUCTIONS THAT WOULD ALLOW FOR TREE
RETENTION. TREES 1 – 10 AND ANY RETAINED TREES 97 – 101 SHALL NOT BE PLACED IN A TRACT. THE REVISED
TREE RETENTION PLAN AND ARBORIST REPORT SHALL BE REVIEWED AND APPROVED BY THE CURRENT
PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE, AND THE CITY MAY HIRE A THIRD-PARTY
CONSULTANT PAID FOR BY THE APPLICANT FOR PEER REVIEW OF THE REPORT. IF THE ARBORIST REPORT
CONCLUDES THAT IT IS NOT POSSIBLE TO CONSTRUCT THE PROPOSED HOMES ON LOTS 5 AND 6 AS PERMITTED
UNDER APPLICABLE ZONING WITH POTENTIAL BUILDING SETBACK VARIANCE REDUCTIONS WITHOUT REMOVING
ALL OR SOME OF TREES 97-101, OR IF ALL OR SOME OF TREES 97-101 WOULD NOT BE VIABLE AFTER
CONSTRUCTION, THEN THE CURRENT PLANNING PROJECT MANAGER WILL ALLOW REMOVAL OF THE TREES
RECOMMENDED FOR REMOVAL BY THE ARBORIST. IF THE ARBORIST REPORT CONCLUDES THAT ANY OF TREES
97 – 101 CAN BE RETAINED, THE APPLICANT SHALL PROVIDE A SURETY FOR MONITORING OF SUCH TREES FOR
FIVE (5) YEARS FOLLOWING COMPLETION OF THE HOMES ON LOTS 5 AND 6.
7.THE APPLICANT SHALL SUBMIT A REVISED GRADING PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT
REDUCES THE HEIGHT OF THE RETAINING WALL ON LOT 1 TO A MAXIMUM OF 48 INCHES (48”) WITHIN THE
SECONDARY FRONT AND THAT THE LOCATION OF THE WALL BE REVISED TO PROVIDE THE REQUIRED
THREE-FOOT (3’) LANDSCAPED SETBACK FROM THE PUBLIC RIGHT-OF-WAY. THE APPLICANT SHALL ALSO
REDUCE THE HEIGHT OF THE ROCKERY RETAINING WALL ON THE STORMWATER TRACT, LOT 11 AND LOT 12 TO A
MAXIMUM OF 72 INCHES. THE REVISED PLAN SHALL ALSO PROVIDE CROSS SECTIONS OF THE PROPOSED
RETAINING WALLS AND DETAIL SHEETS OF MATERIAL COMPOSITION. THE REVISED PLAN, CROSS SECTIONS AND
DETAIL SHEETS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR
TO PERMIT ISSUANCE.
8.THE APPLICANT SHALL SUBMIT AN INADVERTENT DISCOVERIES PLAN PREPARED BY A QUALIFIED PROFESSIONAL
WITH THE CIVIL CONSTRUCTION PERMIT FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT
MANAGER PRIOR TO PERMIT ISSUANCE.
9. THE APPLICANT SHALL PROVIDE A PLAT NOTE WITH CORRESPONDING RECORDED EASEMENT FOR LOTS 6 AND 7
IDENTIFYING THE PURPOSE OF THE EMERGENCY VEHICLE ACCESS TURNAROUND AND THE LOT OWNER’S
RESPONSIBILITY FOR KEEPING THE TURNAROUND CLEAR OF OBSTRUCTIONS. AS THE TURNAROUND IS
TEMPORARY UNTIL THE STREET IS EVENTUALLY EXTENDED AND MAKES A CONNECTION THAT PROVIDES FULL
EMERGENCY VEHICLE ACCESS, THE FUTURE HOMEOWNERS OF LOT 6 AND 7 MAY EXTINGUISH THE EASEMENT
AT SUCH TIME WITH RENTON REGIONAL FIRE AUTHORITY AND DEPARTMENT OF COMMUNITY AND ECONOMIC
DEVELOPMENT APPROVAL. THE PLAT AND EASEMENT LANGUAGE SHALL BE REVIEWED APPROVED BY THE
CURRENT PLANNING PROJECT MANAGER PRIOR TO PLAT RECORDING.
10.THE APPLICANT SHALL SUBMIT REVISED DRAWINGS WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT
PROVIDES CURB, GUTTER, EIGHT (8) FOOT WIDE PLANTER STRIP, AND FIVE (5) WIDE SIDEWALK ALONG THE EAST
SIDE OF 153RD AVE SE ABUTTING APN 1463400017. THE REVISED DRAWINGS SHALL BE REVIEWED AND
APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE.
11.THE APPLICANT SHALL PROVIDE REVISED DRAWINGS WITH SPECIFICATIONS WITH THE CIVIL CONSTRUCTION
PERMIT APPLICATION FOR TEMPORARY DEAD-END STREET SIGNAGE AND BARRICADE AT THE TERMINUS OF THE
PAVED ROADWAY OF 153RD AVE SE. THE REVISED DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE
CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. THE SIGNAGE AND BARRICADE SHALL BE
INSTALLED PRIOR TO PLAT RECORDING.
12.THE APPLICANT SHALL SUBMIT REVISED DRAWINGS WITH THE CIVIL CONSTRUCTION PERMIT THAT PROVIDES
SPECIFICATIONS FOR A BARRIER MATCHING THE EXISTING BARRIER AT THE CITY/COUNTY LINE TO PREVENT
THROUGH VEHICLE TRAFFIC FROM USING 154TH AVE SE. THE BARRIER SHALL NOT PREVENT PEDESTRIAN AND
BICYCLE TRAFFIC FROM PASSING THROUGH IT. THE MATCHING BARRIER SHALL BE INSTALLED PRIOR TO PLAT
RECORDING OR EARLIER AS DETERMINED BY THE CURRENT PLANNING PROJECT MANAGER IF VEHICLE PASS
THROUGH TRAFFIC IS ABLE TO OCCUR AT OR NEAR THE COMPLETION OF THE 154TH AVE SE CONSTRUCTION. AS
DETERMINED NECESSARY BY PUBLIC WORKS STAFF, THE REVISED DRAWINGS SHALL ALSO INCLUDING DITCH
FENCING OR OTHER WARNING DEVICES THAT ENHANCE THE VISIBILITY OF THE DITCH LOCATED ON THE SOUTH
SIDE OF THE BARRIER TO PREVENT MOTOR VEHICLES AND BICYCLES FROM DRIVING INTO THE DITCH AS
IDENTIFIED IN FINDING OF FACT NO. 5D. GIVEN THAT THE APPLICANT WILL BE ALTERING DITCH DESIGN AS
REQUIRED BY MDNS CONDITION NO. 1, IT IS RECOGNIZED THAT NO FENCE OR OTHER WARNING DEVICE MAY BE
NECESSARY.TED-40-4278R-427802
13.THE APPLICANT SHALL SUBMIT REVISED DRAWINGS WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION
THAT PROVIDE PEDESTRIAN BULB-OUTS AT INTERSECTIONS WHERE ON-STREET PARKING IS LOCATED. TO
ENSURE MAXIMIZED ON-STREET PARKING CAPACITY, ANY NEEDED FIRE HYDRANT PLACEMENT ALONG SE
5TH PL SHALL BE LOCATED ALONG THE NORTH SIDE OF THE STREET. THE REVISED DRAWINGS SHALL BE
REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT APPROVAL.
14.ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY.
15.UNLESS SEPTIC TANKS ARE SPECIFICALLY APPROVED BY THE PUBLIC WORKS DEPARTMENT AND THE KING
COUNTY HEALTH DEPARTMENT, SANITARY SEWERS SHALL BE PROVIDED BY THE DEVELOPER AT NO COST
TO THE CITY AND DESIGNED IN ACCORDANCE WITH CITY STANDARDS. SIDE SEWER LINES SHALL BE
INSTALLED EIGHT FEET (8') INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH
THE SUBDIVISION DEVELOPMENT.
16.ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES
INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE
PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED SURFACES SHALL BE INSTALLED,
INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE CITY. SUCH INSTALLATION SHALL BE
COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY
BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE CITY.
17.ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE
INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE
BY SUBDIVIDER AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING
SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE
ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS AS WELL
AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY
THE DEVELOPER AND/OR LAND OWNER. THE DEVELOPER SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO
SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND
CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE SUBDIVIDER AND
SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED.
18.CONCRETE PERMANENT CONTROL MONUMENTS SHALL BE ESTABLISHED AT EACH AND EVERY
CONTROLLING CORNER OF THE SUBDIVISION. INTERIOR MONUMENTS SHALL BE LOCATED AS DETERMINED
BY THE CITY. ALL SURVEYS SHALL BE PER THE CITY OF RENTON SURVEYING STANDARDS. ALL OTHER LOT
CORNERS SHALL BE MARKED PER THE CITY SURVEYING STANDARDS. THE APPLICANT SHALL INSTALL ALL
STREET NAME SIGNS NECESSARY IN THE SUBDIVISION.
CONDITIONS OF APPROVAL CONTINUED
KEYNOTES
1.20' FRONT SETBACK. 10' SETBACK REDUCTION PROVIDED TO MITIGATE
FOR TREE RETENTION. VARIANCE PROVIDED PER CITY COORDINATION.
10/24/2025
S88° 18' 04"E
297.10'
S0° 32' 11"W
110.02'
S88° 18' 04"E
297.13'
S0° 31' 04"W
166.35'
PROP LINE 154TH AVE SESE 138TH PL
SE 5TH PL
SF
CL
VACATE EXISTING 15' SEWER EASEMENT
24 LF 12" CPEP @ 0.6%
40 LF 12" CPEP @ 0.6%
SEDIMENT
POND RISER
TEMPORARY SEDIMENT POND
MIN. SURFACE AREA: 3,035 SF
TOP OF BERM: 384.25 SF
BOTTOM OF POND: 378.75 SF
BOTTOM DIM: 30' X 80'384384386386386388386
380
382
384
FL: 384.0
380382384386
386374376
378
380
382
384
386
386382 376376
378378
39
039239
4
388
FL: 384.4
FL: 383.4
FL: 382.7
FL: 382.4
CE
REPLACE EXISTING NO
DUMPING SIGN OUTSIDE
OF ROAD WIDENING
DEMO RETAINING WALL
RELOCATE EXISTING
MAILBOX OUTSIDE OF
ROAD WIDENING
REMOVE EXISTING
UTILITY SERVICES.
COORDINATE WITH
PURVEYORS
PLUG SEWER
DEMO AND REMOVE
ALL EXISTING ONSITE
IMPROVEMENTS.
SEPARATE BUILDING
PERMITS REQUIRED
FOR DEMOLITION OF
ANY STRUCTURES.
CONTRACTOR TO STABALIZE ALL
DISTURBED PORTIONS OF THE SITE
USING HYDROSEED OR OTHER
ENGINEER APPROVED BMP
DEMO AND REMOVE
ALL EXISTING ONSITE
IMPROVEMENTS.
SEPARATE BUILDING
PERMITS REQUIRED
FOR DEMOLITION OF
ANY STRUCTURES.
REMOVE EXISTING
UTILITY SERVICES.
COORDINATE WITH
PURVEYORS
DEMO EXISTING IMPROVEMENTS
WITHIN PROJECT LIMITS
FL: 383.7
1
C2.4
IP
1
C2.1
ID
OVERFLOW SPILLWAY
WIDTH: 15' MIN.
ELEV: 383.25
QS
NEW CB CONNECTION
12" CPEP (W) IE: 378.37
2
C2.4
REMOVE AND REPLACE
HYDRANT, COORDINATE
WITH PURVEYOR
EXISTING TREES TO
REMAIN (TYP.)
REMOVE TREES
(TYP.)
RELOCATE WATER VALVE
INDICATOR POST, COORDINATE
WITH PURVEYOR
PROTECT EXISTING
SEWER MANHOLE
CD
RELOCATE
EXISTING METER
CONTRACTOR SHALL
POTHOLE TO LOCATE
BURIED EXISTING STORM
STRUCTURE AND ADJUST
STRUCTURE TO GRADE
CONTRACTOR SHALL
POTHOLE TO LOCATE
BURIED EXISTING STORM
STRUCTURE AND ADJUST
STRUCTURE TO GRADE
REMOVE EXISTING STORM
DRAINAGE STRUCTURE AND PIPE
PROVIDE CATCH BASIN INSERTS TO
EXISTING SDCB'S DOWNSTREAM
OF SE 139TH PL FOR 100' MINIMUM
TP
1
1 22
3
152ND AVE SEPROTECT 16"Ø FIR TREE
TP
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
EARTHWORK
CUT: 4,000 CY
FILL: 11,500 CY
NET: 7,500 CY (FILL)
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.
CONSTRUCTION SEQUENCE
1.HOLD THE PRE-CONSTRUCTION MEETING.
2.POST SIGN WITH NAME AND PHONE NUMBER OF CSWPP/ESC SUPERVISOR (MAY BE
CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
3.FLAG OR FENCE CLEARING LIMITS AS REQUIRED.
4.INSTALL INLET SEDIMENT PROTECTION AS REQUIRED.
5.GRADE AND INSTALL CONSTRUCTION ENTRANCE.
6.INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7.CONSTRUCT SEDIMENT POND.
8.GRADE AND STABILIZE CONSTRUCTION ROADS.
9.CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, ETC.) SIMULTANEOUSLY WITH
CLEARING AND GRADING FOR PROJECT DEVELOPMENT. CONSTRUCT SWPPS CONTROLS IN
ANTICIPATION OF SCHEDULED CONSTRUCTION ACTIVITY (E.G., CONCRETE-RELATED PH
MEASURES FOR UTILITY OR ROADWAY CONSTRUCTION).
10.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE CITY OF
RENTON SURFACE WATER DESIGN MANUAL AND MANUFACTURER’S RECOMMENDATIONS.
11.RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT, AS SITE
CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL AND POLLUTION PREVENTION IS
ALWAYS IN ACCORDANCE WITH CITY OF RENTON 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, SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
15.UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPS, IF
APPROPRIATE, AND UPON APPROVAL OF THE OWNER OR ENGINEER.
TESC AND DEMO LEGEND
INLET PROTECTION
CLEARING LIMITS
SILT FENCE
INTERCEPTOR DITCH
OUTLET PROTECTION
6"-8" QUARRY SPALLS
GRAVEL CHECK DAM
CONSTRUCTION ENTRANCE
REMOVE EXISTING ASPHALT
REMOVE EXISTING CONCRETE
REMOVE EXISTING FENCE
EXISTING GRADE CONTOUR
TEMPORARY OVERFLOW SPILLWAY
TREE TO REMAIN
TREE TO BE REMOVED
TREE PROTECTION,
ALSO REFER TO LANDSCAPE PLANS
SF
CL
IP
CE
ELEV
CD
ID
QS
TESC & DEMO PLAN
C2.0
C2.0
3Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-TESC.dwg1.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND ADJUSTING EROSION
CONTROL FACILITIES AS SITE CONDITIONS CHANGE. REFER TO EROSION AND
SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES ON SHEET C2.2.
2.PROVIDE SEDIMENT TRAPPING FACILITIES AS NECESSARY TO MAINTAIN
RUNOFF ONSITE. NO SEDIMENT LADEN RUNOFF SHALL BE ALLOWED TO
DISCHARGE FROM THE SITE AT ANY TIME.
3.DEMOLITION: IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW
THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE
PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER
SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE SCOPE OF WORK. IT
IS THE INTENT OF THE PROJECT TO REMOVE ALL EXISTING ONSITE
IMPROVEMENTS. A SEPARATE DEMOLITION PERMIT IS REQUIRED FOR
DEMOLITION OF ANY STRUCTURES.
4.CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO
CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE
WORK OF THIS PROJECT.
5.CONTRACTOR SHALL LEGALLY DISPOSE OFF THE OWNER'S PROPERTY, ALL
DEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE, OR
APPROVED BY THE OWNER.
TESC AND DEMOLITION NOTES
1
C2.3
3
C2.1
2
C2.2
2
C2.3
3
C2.4
1
C2.1
1
C2.2
TP 3
C2.3
TESC AND DEMOLITION KEYNOTES
DEMO AND REMOVE EXISTING SANITARY SEWER MANHOLE PER ALL
APPLICABLE HEALTH DEPARTMENT STANDARDS. EXISTING SEWER
SYSTEM SHALL BE OPERATIONAL UNTIL PROPOSED SEWER SYSTEM IS
INSTALLED, APPROVED FOR CONNECTION, AND CONNECTED PRIOR TO
DEMOLITION AND REMOVAL.
PLUG EXISTING SANITARY SEWER MAIN WITH CONCRETE. EXISTING
SEWER SYSTEM SHALL BE OPERATIONAL UNTIL PROPOSED SEWER
SYSTEM IS INSTALLED, APPROVED FOR CONNECTION, AND CONNECTED
PRIOR TO DEMOLITION AND REMOVAL.
DEMO AND REMOVE EXISTING SANITARY SEWER MAIN. EXISTING
SEWER SYSTEM SHALL BE OPERATIONAL UNTIL PROPOSED SEWER
SYSTEM IS INSTALLED, APPROVED FOR CONNECTION, AND CONNECTED
PRIOR TO DEMOLITION AND REMOVAL.
1
2
3TED-40-4278R-427803A CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL)
IS REQUIRED FOR THE PROJECT. THE NAMED PERSON OR FIRM
SHALL BE ON SITE OR ON-CALL AT ALL TIMES.
CONTACT PERSON/FIRM:
CONTACT INFORMATION:
INFORMATION TO BE FILLED IN BY CONTRACTOR AND
PROVIDED TO CITY OF RENTON.
CESCL
A CONSTRUCTION STORMWATER GENERAL PERMIT
(NPDES) FROM THE DEPARTMENT OF ECOLOGY IS
REQUIRED AS THIS PROJECT IS DISTURBING MORE
THAN 1 ACRE.
NPDES (WAR) PERMIT NUMBER:
INFORMATION TO BE FILLED IN BY CONTRACTOR AND
PROVIDED TO CITY OF RENTON.
NPDES
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
TESC NOTES & DETAILS
C2.1
C2.1
4
1 NOT TO SCALE
TEMPORARY POND SPILLWAY 2 NOT TO SCALE
PLASTIC COVERING 3 NOT TO SCALE
SILT FENCE
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-TESC.dwgTED-40-4278R-427804
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
TESC NOTES & DETAILS
C2.2
C2.2
5
1 NOT TO SCALE
CHECK DAMS 2 NOT TO SCALE
CONSTRUCTION ENTRANCE 3 NOT TO SCALE
EROSION AND SEDIMENT CONTROL NOTES
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-TESC.dwgTED-40-4278R-427805
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
TESC NOTES & DETAILS
C2.3
C2.3
6
1 NOT TO SCALE
INLET PROTECTION 2 NOT TO SCALE
INTERCEPTOR SWALE 3 NOT TO SCALE
TREE PROTECTION
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-TESC.dwgTREE 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.
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.TED-40-4278R-427806
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
TESC NOTES & DETAILS
C2.4
C2.4
7Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-TESC.dwg1 NOT TO SCALE
SEDIMENT POND
PLAN
NON-WOVEN GEOTEXTILE FABRIC
MIRAFI 140N OR APPROVED EQUIVALENT
OUTFALL PIPE
OR DITCH
2 NOT TO SCALE
SEDIMENT POND RISER 3 NOT TO SCALE
OUTLET PROTECTION
2. DEWATERING ORIFICE DIAMETER = 2.88"TED-40-4278R-427807
OUTFALL
P
I
P
E
*8'
2'DIA. + 4'* UNLESS OTHERWISE
NOTED ON PLANS
EXISTING AND/OR
PROPOSED GROUND
4" MIN. FACE
QUARRY ROCK
12" MIN. DEPTH
SECTION
OUTFALL PIPE
10/24/2025
PROP LINE152ND AVE SE154TH AVE SESE 138TH PL
SE 5TH PL153RD AVE SE385386387384385
385386387
386385379380 381 382 383384 374375
376
377
378
379
380
381
382
383
384
385
386
387
384
385
386
387
38
8
388
388
38939039
1
39
2
393
394
395
385386387386
387
27+0028+0029+0030+0031+0032+0033+0051+0052+0053+0068+0069+0070+0071+0072+0073+0074+0010+00 11+00 12+00 13+00
14+00
15+00 16+00 17+00 18+00
123
4
5
6
710
9
8
1112
TRACT A
CB #9
RIM: 390.19
CB #5
RIM: 386.51 CB #6
RIM: 387.83
CB #4
RIM: 386.51
CB #19
RIM: 385.26
CB #18
RIM: 384.84
CB #8
RIM: 385.26
CB #10
RIM: 384.51
CB #17
RIM: 383.69
CB #15
STA: 51+47.47, 11.92 RT
RIM: 383.81
IE: 380.75 12" (S)
IE: 381.08 8" (E)
CB #11
RIM: 384.23
CB #14
RIM: 383.18
CB #3
RIM: 383.35
CB #2
RIM: 382.61
BW: 384.74
TW: 384.89
BW: 381.59
TW: 384.63
BW: 381.44
TW: 384.39
BW: 380.08
TW: 384.00
BW: 379.57
TW: 384.50
BW: 378.79
TW: 384.50
BW: 377.35
TW: 377.35
2
C3.0
3
C3.0
FG: 387.30
PAD: 386.30
FG: 387.20
PAD: 386.20
FG: 386.70
PAD: 385.70 FG: 384.50
PAD: 383.50
FG: 384.90
PAD: 383.90
FG: 386.00
PAD: 385.00
FG: 386.20
PAD: 385.20
FG: 387.30
PAD: 386.30 FG: 387.90
PAD: 386.90
FG: 388.50
PAD: 387.50
FG: 387.00
PAD: 386.00
FG: 386.20
PAD: 385.20
CB #16
STA: 13+23.75, 150.74 LT
RIM: 383.90
IE: 381.23 8" (E)
IE: 381.23 8" (W)
IE: 381.40 6" (S)
CB #13
RIM: 383.17
15 LF 6" CPEP @ 0.50%
27 LF 6" CPEP @ 0.50%
30 LF 8" CPEP
@ 0.50%
75 LF 8" CPEP @ 0.50%
68 LF 8" CPEP
@ 2.50%
70 LF 8" CPEP
@ 0.50%
TRACT B
38
7
38
8 389390391392393394AREA DRAIN #1
STA: 13+98.20, 156.71 LT
RIM: 384.50
IE: 381.60 8" (E)
IE: 381.60 8" (W)
IE: 381.76 6" (S)
AREA DRAIN #2
STA: 14+66.18, 158.57 LT
RIM: 386.50
IE: 383.30 8" (E)
IE: 383.30 8" (W)
IE: 383.46 6" (S)AREA DRAIN #3
STA: 15+48.70, 158.20 LT
RIM: 387.15
IE: 383.65 8" (W)
IE: 383.81 6" (S)
CLEANOUT
RIM: 384.56
IE: 381.58 6" (E)
CLEANOUT
RIM: 385.83
IE: 380.98 6" (W)
IE: 380.98 6" (E)
120 LF 6" PERF. CPEP @ 0.50%
28 LF 6" CPEP @ 7.86%
FRENCH DRAIN
STUB
IE: 383.59 6" (W)
STUB
IE: 381.54 6" (E)
STUB
IE: 380.94 6" (E)
STUB
IE: 381.17 6" (E)
STUB
IE: 383.51 6" (W)
STUB
IE: 382.86 6" (W)374374
375375376
377378386
STUB
IE: 381.50 6" (N)
STUB
IE: 381.86 6" (N)
STUB
IE: 383.56 6" (N)
STUB
IE: 383.91 6" (N)
4
C3.11
CLEANOUT (TYP.)
27 LF 6" CPEP @ 0.56%
CB #20
STA: 30+37.84, 42.50 RT
RIM: 386.19
IE: 382.76 6" (N)
IE: 382.76 6" (W)
IE: 382.76 6" (E)CB #21
STA: 50+72.00, 39.00 LT
RIM: 384.19
IE: 380.84 6" (E)
IE: 380.84 6" (N)
IE: 380.84 6" (W)
130 LF 6" CPEP @ 0.50%
47 LF 6" CPEP @ 0.50%
75 LF 6" CPEP @ 0.50%
CB #1
RIM: 382.40
CB #7
RIM: 387.40
OUTLET PROTECTION 3
C2.4
DAYLIGHT WALL FOOTING DRAIN
4" PERF. PVC @ 0.50% MIN.
38
5
385 384 383 383 382 381
386 385
8.5' PERMANENT
GRADING EASEMENT
COORDINATE REMOVAL /
RELOCATION OF SHEDS WITH
PROPERTY OWNER (TYP.)
380
385
390
380
385
390
0+00FG 384.41FG 383.670+36.18FG⅊
380
385
390
380
385
390
0+00FG FG 386.20⅊
DRIVEWAY TABLE
LOTS/TRACT DRIVEWAY
WIDTH
ROAD NAME AND DRIVEWAY
CENTER, PERPENDICULAR
FROM CENTERLINE
1 16'
2 16'
3 16'
4 16'
5 16'
6 16'
7 16'
8 16'
9 16'
10 16'
11 16'
12 16'
TRACT A 15'
SE 5TH PL, STA:15+59.35, 26.50' LT
SE 5TH PL, STA:15+23.29, 26.50' LT
SE 5TH PL, STA:14+53.59, 26.50' LT
SE 5TH PL, STA:13+83.23, 26.50' LT
153RD AVE SE, STA:50+86.21, 26.50' LT
153RD AVE SE, STA:51+22.18, 26.50' LT
153RD AVE SE, STA:52+27.33, 26.50' LT
152ND AVE SE, STA:30+79.96, 30.00' RT
152ND AVE SE, STA:31+59.91, 30.00' RT
152ND AVE SE, STA:31+95.91, 30.00' RT
SE 5TH PL, STA:14+51.83, 26.50' RT
SE 5TH PL, STA:13+81.46, 26.50' RT
SE 5TH PL, STA:14+93.10, 26.50' RT
⅊
4:1 MAX
(BW)
BOTTOM OF WALL
FINISHED GRADE ELEVATION
PROVIDE BACKFILL AND
FOOTING DRAIN PER
RETAINING WALL DESIGN
UNDER SEPARATE PERMIT
REFER TO STRUCTURAL
PLANS FOR RETAINING
WALL/FOOTING DESIGN
(TW)
TOP OF WALL
FINISHED GRADE ELEVATION
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
OVERALL GRADING &
ROOF DRAINAGE PLAN
C3.0
C3.0
2 SCALE: H:1"=40', V:1"=4'
CROSS SECTION 1
3 SCALE: H:1"=40', V:1"=4'
CROSS SECTION 2
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 Site Development\2221005-SH-GRAD-STRM.dwgON-LOT STORMWATER MITIGATION
ON-LOT DISPERSION IS REQUIRED FOR THREE LOTS OF THE PLAT. LOTS 3,
11, AND 12 ARE SHOWN WITH AREAS TO DISPERSE ROOF RUNOFF FROM A
GRAVEL TRENCH THROUGH VEGETATION SHOW FOR GRAPHICAL
PURPOSES ONLY. ALTERNATE DISPERSION METHODS MAY BE USED AND
DESIGNED WITH BUILDING PERMITS.
ANY THREE LOT ROOF AREAS MAY BE DISPERSED TO MEET
STORMWATER FLOW CONTROL BMP REQUIREMENTS, OR A COMBINED
10% OF THE PLAT ROOF AREAS SHALL BE DISPERSED.
1
1
1 1
EXISTING GRADE AT
CROSS SECTION
FINISHED GRADE AT
CROSS SECTION
3:1 DAYLIGHT SLOPE
RETAINING WALL UNDER
SEPARATE PERMIT.
MSE LOCK + LOAD WALL
EXISTING GRADE AT
CROSS SECTION
DRIVEWAYS PER RENTON STANDARD PLANS 1
C3.10
FINISHED GRADE AT
CROSS SECTION
8
1.CPEP = CORRUGATED POLYETHYLENE PIPE - TRIPLE WALL.
2.CONNECT SE 5TH PL RETAINING WALL FOOTING DRAIN TO CB #10.
3.DAYLIGHT LOT 12 RETAINING WALL FOOTING DRAIN DISCHARGE AT SW
CORNER OF LOT.
4.CONNECT POND RETAINING WALL FOOTING DRAINS TO CB #2.
STORM NOTESTED-40-4278R-427808
1 NOT TO SCALE
WALL SPOT GRADE DETAIL
8.50' TEMPORARY
CONSTRUCTION
EASEMENT
386.51
383.41
383.41
383.46
381.63
381.63
381.73
384.68
387.44
383.84
383.94
381.40
381.40
381.50
383.30
383.84
380.49
381.04
383.25
381.97 383.50 383.99
381.45
381.00
381.15
383.53
383.29
382.94
385.46
386.33
382.85
382.78
382.88
384.91
383.75
384.26
384.40 386.62 387.98
390.49
387.47
385.48
382.67
382.73
383.32
386.68
0.61%2.63%
0.30%
1.19%
1.37%
383.34
383.76
380.63
380.68
380.68
380.72 2.02%
10/24/2025
152ND AVE SE
29+00 30+00 31+00 32+00 33+00
10+0011+003858 9 10
CB #18
CB #19
387386387386
STA: 29+22.49, 0.00' LT
EG: 384.95
152ND AVE SE STA: 29+95 =
SE 5TH PL STA: 9+99.24
STA: 32+57.85, 16.50' RT
EG: 387.05
STA: 33+16.65, 0.02' RT
EG: 386.71
4
C3.8
STA: 29+85.93, 30.00' RT
EG: 388.04
N0° 33' 18"E
848.08'N0° 33' 18"E
321.78'
3
8
5 387CONTRACTOR SHALL POTHOLE TO
LOCATE BURIED EXISTING STORM
STRUCTURE AND ADJUST
STRUCTURE TO GRADE
CONTRACTOR SHALL
POTHOLE TO LOCATE
BURIED EXISTING STORM
STRUCTURE AND ADJUST
STRUCTURE TO GRADE
CB #20
CONTRACTOR SHALL
POTHOLE TO LOCATE
BURIED EXISTING STORM
STRUCTURE AND ADJUST
STRUCTURE TO GRADE
375
380
385
390
375
380
385
390
34 LF 12" CPEP @ 0.85%
29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+25
EXISTING ELEVATION
AT CENTERLINE
EXISTING GRADE
AT CENTERLINE
STA: 30+34.03, 15.42' RT
IE: 382.13 12" (SE)
IE: 382.63 6" (E)
RIM: 385.26
CB #19, TYPE 1L
STA: 30+04.07, 31.88' RT
IE: 381.84 12" (NW)
IE: 381.84 12" (E)
RIM: 384.84
CB #18, 48" TYPE 2
W/BI-DIRECTIONAL
VANED GRATE
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025 NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
152ND AVE SE
PLAN & PROFILE
C3.1
C3.1SE 5TH PL152ND AVE SE PROFILE
SCALE: H:1"=30', V:1"=3'Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-STRM-152ND AVE SE.dwg9
1.CPEP = CORRUGATED POLYETHYLENE PIPE - TRIPLE WALL.
STORM NOTESTED-40-4278R-427809
384.91
381.61
381.61
385.46
381.91
382.51
0.73%
10/24/2025
5.1'
14'
4'FND IRON PIPESHED(TYP.)PROP LINE53+05
51+00 52+00 53+0012+0013+00S83° 43' 16"E178.31'N0° 32' 11"E
318.50'SE 5TH PL STA: 12+96.92 =
153RD AVE SE STA: 50+00.16 38538
5
384
385
3
8
4
385
386
382383384385
386
4
5 6 7
12
CB #17
CB #14
CB #11
CB #15
153RD AVE SE385385386 386TRACT B
STA:51+48.14, 13.00' LT
STA:52+08.19, 13.00' LT
FG: 384.99 FG: 385.19
FG: 385.80FG: 384.94
R25'R25'
20.00'
21.50'
STA:52+52.57, 0.00' LT
END IMPROVEMENTS
CB #10 CB #13
CB #16
30 LF 8" CPEP @ 0.50%
3
C3.8 6
C3.8
S88° 21' 14"E
327.69'
CB #21
CEMENT CONCRETE DRIVEWAY
ENTRANCE WITH DEPRESSED CURB
1
C3.10
370
375
380
385
390
370
375
380
385
390
49+86.66FG 383.9150+00FG 384.18FG 383.8250+50FG 383.57FG 383.4851+00FG 383.63FG 383.8851+50FG 384.13FG 384.3852+00FG 384.63FG 384.8852+50FG 385.13FG53+00FGSTA: 12+66.23, 9.29' LT
IE: 380.67 12" (W)
IE: 380.67 12" (E)
RIM: 383.69
CB #17, 48" TYPE 2 STA: 51+47.47, 11.92' RT
IE: 380.75 12" (S)
IE: 381.08 8" (E)
RIM: 383.81
CB #15, TYPE 1
75 LF 12" CPEP @ 0
.
9
1
%
60 LF 12" CPEP @ 0.50%
STA: 50+08.10, 29.28' RT
IE: 381.75 8" (S)
IE: 377.11 18" (E)
IE: 377.11 18" (N)
IE: 380.37 12" (W)
RIM: 384.23
CB #11, 54" TYPE 2
EXISTING GRADE ELEVATION
AT CENTERLINE
FINISHED GRADE ELEVATION
AT CENTERLINE
EXISTING GRADE
AT CENTERLINE
FINISHED GRADE
AT CENTERLINE
66 LF
1
8
"
C
P
E
P
@
3
.
6
9
%
STA: 52+52.57
END IMPROVEMENTS
23 LF 12" CPEP @ 0.52%
STA: 50+72, 11.08' RT
IE: 380.06 12" (N)
IE: 379.56 18" (S)
IE: 380.06 12" (W)
RIM: 383.17
CB #13, 48" TYPE 2
W/BI-DIRECTIONAL
VANED GRATE
STA: 50+72, 11.92' LT
IE: 380.18 12" (E)
IE: 380.68 6" (W)
RIM: 383.18
CB #14, TYPE 1
W/BI-DIRECTIONAL
VANED GRATE
1.00%
2.00%
1.00%
GRADE BREAK STA: 49+86.66
ELEV: 383.91 GRADE BREAK STA: 50+00.16ELEV: 384.18GRADE BREAK STA: 52+63.34ELEV: 385.26GRADE BREAK STA: 50+11.28ELEV: 383.9650' VC
PVI: 383.35
PVI STA: 50+72.00
K: 25.00
A.D.: 2.00%BVCS: 50+47.00BVCE: 383.60EVCS: 50+97.00EVCE: 383.60LOW PT: 50+72.00ELEV: 383.47STA: 13+27.42, 6.49' RT
IE: 381.84 8" (N)
IE: 381.84 4" (S)
RIM: 384.51
CB #10, TYPE 1
17 LF 8" CPEP @ 0.50%
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025 NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
153RD AVE SE
PLAN & PROFILE
C3.2
C3.2SE 5TH PL153RD AVE SE PROFILE
SCALE: H:1"=30', V:1"=3'Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 Site Development\2221005-SH-STRM-153RDAVE SE.dwg10
1.CPEP = CORRUGATED POLYETHYLENE PIPE - TRIPLE WALL.
2.CONNECT SE 5TH PL RETAINING WALL FOOTING DRAIN TO CB #10.
3.DAYLIGHT LOT 12 RETAINING WALL FOOTING DRAIN DISCHARGE AT SW
CORNER OF LOT.
4.CONNECT POND RETAINING WALL FOOTING DRAINS TO CB #2.
STORM NOTESTED-40-4278R-427810
384.40
381.80
381.80
0.78%
384.26
381.66
377.06
377.06
380.16
383.75
380.50
380.50
0.56%
383.25
379.85
379.35
379.85
383.34
380.04
380.09
0.81%
3.50%
383.84
380.49
381.04
0.87%
65 LF
73 LF
1.19%
10/24/2025
154TH AVE SE
68+00 69+00 70+00 71+00 72+0016+0017+00154TH AVE SE STA: 70+00 =
SE 5TH PL STA: 16+54.52383384385386387388389390391392 3933943953813821
TRACT A
CB #2
24 LF 12" CPEP @ 0.60%
CB #1
CB #8
57 LF 12" DI CL52 @ 3.42%
CB #6
37 LF 12" CPEP @ 6.43%
CB #9388 389 390 391 392 393394
395CB #3
40 LF 12" CPEP @ 0.60%
STA:71+62.32, 13.50' LT
STA:71+68.89, 0.00'
END IMPROVEMENTS
STA:68+34.48, 0.00'
END IMPROVEMENTS
5
C3.8TEMPORARY ASPHALT
TRANSITION TEMPORARY
PEDESTRIAN ACCESS
S0° 31' 04"W
829.85'N0° 31' 04"E
1166.41'
CB #7
49 LF 12" CPEP @ 5.00%
REPLACE PERPENDICULAR
CURB RAMP PER
CATCH BASIN REPLACEMENT
1
C4.0
1
C3.14
REPLACE CURB AND GUTTER PER
CATCH BASIN REPLACEMENT
CUT AND PATCH PAVEMENT
PER CATCH BASIN
REPLACEMENT3
C3.10
2
C3.14
370
375
380
385
390
395
400
370
375
380
385
390
395
400
67+75 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50
STA: 68+40.95, 12.05' RT
IE: 378.40 18" (N)
IE: 378.97 4" (E)
IE: 377.87 18" (S)
IE: 378.37 12" (W)
RIM: 382.40
CB #1, TYPE 1L
STA: 68+43.76, 11.92' LT
IE: 378.51 12" (W)
IE: 378.51 12" (E)
IE: 378.51 4" (N)
IE: 378.51 4" (S)
RIM: 382.61
CB #2, TYPE 1L
24 LF 12" CPEP @ 0.60%
STA: 69+11.51, 11.92' LT
IE: 383.26 12" (N)
RIM: 385.26
CB #8, TYPE 1
STA: 16+19.84, 11.40' LT
IE: 378.84 12" (W)
IE: 378.84 12" (SE)
IE: 384.83 12" (NE)
RIM: 387.83
CB #6, 48" TYPE 2
STA: 70+45.16, 18.50' LT
IE: 387.19 12" (SW)
RIM: 390.19
CB #9, TYPE 1
W/SCUPPER
57 L
F
1
2
"
D
I
C
L
5
2
@
3
.
4
2
%
EXISTING GRADE
AT CENTERLINE
EXISTING GRADE ELEVATION
AT CENTERLINE
4.81%PI 70+00.00ELEV = 388.80STA: 71+68.89
END IMPROVEMENTS
STA: 68+34.48
END IMPROVEMENTS
EXISTING
EXISTING
(SEPARATE PERMIT) PROPOSED
PROPOSED
37 LF 12" CPEP @ 6.43%
STA: 69+68.54, 11.08' LT
IE: 381.31 12" (S)
IE: 381.31 12" (NW)
RIM: 387.40
CB #7, 48" TYPE 2
49
L
F
1
2
"
C
P
E
P
@
5
.
0
0
%
2
C3.3
3.70%
4.17%8.78%
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025 NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
154TH AVE SE
PLAN & PROFILE
C3.3
C3.3SE 5TH PL154TH AVE SE PROFILE
SCALE: H:1"=30', V:1"=3'Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 Site Development\2221005-SH-STRM-154TH AVESE.dwg11
1.CPEP = CORRUGATED POLYETHYLENE PIPE - TRIPLE WALL.
2.CONNECT SE 5TH PL RETAINING WALL FOOTING DRAIN TO CB #10.
3.DAYLIGHT LOT 12 RETAINING WALL FOOTING DRAIN DISCHARGE AT SW
CORNER OF LOT.
4.CONNECT POND RETAINING WALL FOOTING DRAINS TO CB #2.
STORM NOTES
TED-40-4278R-427811
2 NOT TO SCALE
SCUPPER AT CB
TOP OF CURB
FLOW LINE 18"
6"
TOP OF CURB
FLOW LINE
12"12"
A
A
SECTION A-A
SCALE: NTS
CURB DRAIN CUT OPENING
SCALE: NTS
6"
1 NOT TO SCALE
CURB CUT
CURB CUT1
C3.3
FLOW ROUTING CONCRETE MOUND
CONC CURB & GUTTER PER STD
MODIFIED CONC CURB & GUTTER
8%
385.48
382.93
387.47
381.11
380.90
387.98
378.60
378.63
384.43
382.73
378.48
378.48
378.53
378.61
382.67
378.45
378.95
378.17
378.32
0.65%
390.49
387.04
3.24
%
4.5
8
%
7.25%
36 LF
56 L
F
4.58%
3.24%
56 LF
7.25%
0.87%45 LF
0.65%
10/24/2025
PROP LINE152ND AVE SE154TH AVE SESE 5TH PL153RD AVE SE10+00 11+00 12+00 13+00
14+00
15+00 16+00 17+00
29+0030+0051+0070+0071+00S88° 21' 14"E
327.69'
S83° 43' 16"E
178.31'
Δ=4°34'05"
R=263.00'
L=20.97'383384385386
385
386 38
7
38
8
389
39
0
39
1
39
2
39
3387
388CB #19
34 LF 12" CPEP @ 0.85%
CB #18
235 LF 12" CPEP @ 0.50%CB #17
60 LF 12" CPEP @ 0.50%
CB #14
CB #11
17 LF 8" CPEP @ 0.50%
CB #10
185 LF 18" CPE
P
@
0
.
5
0
%
CB #5
22 LF 18" CPEP @ 0.50%
CB #4
108 LF 12" CPEP @ 2.00%
CB #6
CB #9
123
45
8
12 11 TRACT A386384385388
38
7 389390391392393394152ND AVE SE STA: 29+95.00 =
SE 5TH PL STA: 9+99.24
SE 5TH PL STA: 12+96.92 =
153RD AVE SE STA: 50+00.16
1
C3.8
2
C3.8
S88° 17' 21"E
158.33'
SE 5TH PL STA: 16+54.52 =
154TH AVE SE STA: 70+00.00
S88° 17' 21"E
654.29'
PC
STA:14+75.23, 0.00'
PC
STA:14+96.19, 0.00'
CB #13
STA:15+69.38,
14.50' RT
NDCBU MAILBOX
2
C3.13
END TRANSITION
BEGIN STANDARD CROWN
STA: 13+27.31, 8.07' RT
FG: 384.92
CB #20
CB #21
CB #7TW: 384.89
BW: 384.74
8.5' PERMANENT
GRADING EASEMENT
COORDINATE REMOVAL /
RELOCATION OF SHEDS WITH
PROPERTY OWNER (TYP.)
370
375
380
385
390
395
370
375
380
385
390
395
FG10+00FG 385.53FG 385.1310+50FG 385.25FG 385.5011+00FG 385.69FG 385.5611+50FG 385.25FG 384.9412+00FG 384.62FG 384.3112+50FG 384.05FG 384.0213+00FG 384.22FG 384.5213+50FG 384.83FG 385.1414+00FG 385.44FG 385.7514+50FG 386.06FG 386.3715+00FG 386.67FG 386.9815+50FG 387.29FG 387.5916+00FG 387.90FG 388.2116+50FG 388.71STA: 30+34.03, 15.42' RT
IE: 382.13 12" (SE)
IE: 382.63 6" (E)
RIM: 385.26
CB #19, TYPE 1L
34 LF 12" CPEP @ 0.85%
235 LF 12" CPEP @ 0.50%60 LF 12" CPEP
@ 0.50%
22 LF 18" CPEP @ 0.50%
108 LF 12
"
C
P
E
P
@
2
.
0
0
%
17 LF 8" CPEP @ 0.50%
STA: 12+66.23, 9.29' LT
IE: 380.67 12" (W)
IE: 380.67 12" (E)
RIM: 383.69
CB #17, 48" TYPE 2
STA: 50+08.10, 29.28' RT
IE: 381.75 8" (S)
IE: 377.11 18" (E)
IE: 377.11 18" (N)
IE: 380.37 12" (W)
RIM: 384.23
CB #11, 54" TYPE 2
STA: 15+11.64, 11.08' LT
IE: 376.18 18" (W)
IE: 376.18 18" (S)
IE: 376.68 12" (E)
RIM: 386.51
CB #5, 48" TYPE 2 STA: 15+11.64, 11.08' RT
IE: 376.07 18" (N)
IE: 376.07 18" (S)
RIM: 386.51
CB #4, 48" TYPE 2
STA: 16+19.84, 11.40' LT
IE: 378.84 12" (W)
IE: 378.84 12" (SE)
IE: 384.83 12" (NE)
RIM: 387.83
CB #6, 48" TYPE 2
EXISTING GRADE ROW
AT CENTERLINE
FINISHED GRADE ROW
AT CENTERLINE
EXISTING GRADE ELEVATION
AT ROW CENTERLINE
FINISHED GRADE ELEVATION
AT ROW CENTERLINE
1.00%
1.25%
1.23%GRADE BREAK STA: 9+99.24ELEV: 385.54GRADE BREAK STA: 16+24.92ELEV: 388.21GRADE BREAK STA: 16+54.52ELEV: 388.80GRADE BREAK STA: 9+99.24ELEV: 385.54GRADE BREAK STA: 16+24.92ELEV: 388.21GRADE BREAK STA: 16+54.52ELEV: 388.80PVI: 385.81
PVI STA: 11+05.51
K: 17.78
A.D.: 2.25%
40' VC
BVCS: 10+85.51BVCE: 385.61EVCS: 11+25.51EVCE: 385.56HI PT: 11+03.29ELEV: 385.70PVI: 383.80
PVI STA: 12+66.00
K: 26.24
A.D.: 2.48%
65' VC
BVCS: 12+33.50BVCE: 384.21EVCS: 12+98.50EVCE: 384.20LOW PT: 12+66.30ELEV: 384.00PVI: 385.01
PVI STA: 10+25.94
K: 10.00
A.D.: 3.00%
30' VC
BVCS: 10+10.94BVCE: 385.31EVCS: 10+40.94EVCE: 385.16LOW PT: 10+30.94ELEV: 385.11STA: 10+30.94, 9.68' LT
IE: 381.84 12" (NW)
IE: 381.84 12" (E)
RIM: 384.84
CB #18, 48" TYPE 2
W/BI-DIRECTIONAL
VANED GRATE
CB #10, TYPE 1
STA 13+27.42, 6.49' RT
RIM: 384.51
IE: 381.84 8" (N)
IE: 381.84 4" (S)
CONCRETE
ENCASEMENT
STORM
CROSSING
SEWER
CROSSING WATER
CROSSING
0.5' MIN.
SEPARATION
185 LF 18" CPEP @ 0.50%
0.7' MIN.
SEPARATION
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
SE 5TH PL PLAN
& PROFILE
C3.4
C3.4
SE 5TH PL
12
SE 5TH PL PROFILE
SCALE: H:1"=30', V:1"=3'Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-STRM-SE 5TH PL.dwgPROTECT EXISTING
COMM LINE,
CONTRACTOR TO
POTHOLE AND VERIFY
LOCATION AND DEPTH
PROTECT EXISTING
WATER LINE,
CONTRACTOR TO
POTHOLE AND VERIFY
LOCATION AND DEPTH
PROTECT EXISTING
POWER, CONTRACTOR TO
POTHOLE AND VERIFY
LOCATION AND DEPTH.
1.CPEP = CORRUGATED POLYETHYLENE PIPE - TRIPLE WALL.
2.CONNECT SE 5TH PL RETAINING WALL FOOTING DRAIN TO
CB #10.
3.DAYLIGHT LOT 12 RETAINING WALL FOOTING DRAIN
DISCHARGE AT SW CORNER OF LOT.
4.CONNECT POND RETAINING WALL FOOTING DRAINS TO CB
#2.
STORM NOTESTED-40-4278R-427812
387.98
378.60
378.63
384.43
386.68
376.00
375.90
386.62
376.12
376.07
376.57
0.30%
1.88%
1.88%
0.30%
384.26
381.66
377.06
377.06
380.16
384.40
381.80
383.75
380.50
380.50
0.56%
381.61
384.91
381.61
385.46
381.91
382.51
0.72%
0.47%
0.47%
0.72%
0.56%
0.78%
0.51%
0.51%
10/24/2025
152ND AVE SE30+0010+00
152ND AVE SE STA: 29+95 =
SE 5TH PL STA: 9+99.24
8
CB #19
RIM: 385.26
CB #18
RIM: 384.84
1/4Δ
FL: 385.15
1/2Δ
FL: 385.02
3/4Δ
FL: 384.88
Δ=88°54'32"
R=25.00'
L=38.79'
BCR
STA: 30+29.22, 16.50' RT
FL: 385.29
385385
38
6386FG: 385.91
FG: 385.88
FL: 385.19
5.23%
S88° 21' 14"E
327.69'N0° 33' 18"E321.78'N0° 33' 18"E848.08'PERPENDICULAR CURB RAMP TYPE B
TO BE CONSTRUCTED IN ACCORDANCE
WITH WSDOT STD PLAN F-40.15-04.
1
C3.14
FG: 385.95
FG: 385.98
1.43%FL: 385.27
4'
6'
6'FL: 385.07
FL: 385.10
EG: 385.41
EG: 385.24
FG: 385.15
FG: 385.19
EG: 385.30 FL: 385.12
EG: 385.13
FL: 385.00
INSTALL PARALLEL CURB RAMP
TYPE A IN ACCORDANCE WITH
WSDOT STD PLAN F-40.12-03.
REPLACE CEMENT CONCRETE
CURB AND GUTTER.
1.50%
2.00%
2.0
0
%0.83%1
C3.13
2
C3.14
ECR
STA: 10+40.08, 10.00' LT
FL: 384.95
5.10'
BEGIN FULL WARP
STA: 10+29.48, 10.00' RT
FG: 385.272.00%2.00%CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
152ND AVE SE & SE 5TH PL
INTERSECTION DETAIL
C3.5
C3.5
SE 5TH PL
13Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-INTX.dwgTED-40-4278R-427813
385.46
384.91
10/24/2025
PROP LINE 153RD AVE SE13+00
153RD AVE SE STA: 50+00.16 =
SE 5TH PL STA: 12+96.92
3843853
8
5
5
CB #17
RIM: 383.69
CB #14
RIM: 383.18
CB #11
RIM: 384.23
CB #10
RIM: 384.51
ECR
STA: 50+35.91, 13.00' LT
FL: 383.45
Δ=91°06'35"
R=25.00'
L=39.75'385384384
385
RIM: 383.17
S83° 43' 16"E
178.31'
FG: 385.07
TW: 385.13
FL: 384.52
FL: 384.48
FL: 384.36 FL: 384.42
FG: 385.00
FG: 384.92
FG: 384.47
FG: 384.42
FL: 383.62
FL: 383.54FL: 383.42
FL: 383.47
FG: 384.16
FG: 384.11
5.07%6.30%5.63%6.48%
ECR
STA: 50+69.03, 13.00' RT
FL: 383.22
BCR
STA: 50+45.28, 7.00' RT
FL: 383.48
BCR
STA: 50+35.14, 7.00' RT
FL: 383.60
S88° 21' 14"E
327.69'N0° 32' 11"E318.50'3/4Δ
FL: 384.101/2Δ
FL: 383.93
1/4Δ
FL: 383.76
1/4Δ
FL: 383.71
1/2Δ
FL: 383.62
3/4Δ
FL: 383.53
PRC
STA: 50+57.15, 10.00' RT
FL: 383.47
Δ=84°15'27"
R=25.00'
L=36.76'
PERPENDICULAR CURB RAMP TYPE B
TO BE CONSTRUCTED IN ACCORDANCE
WITH WSDOT STD PLAN F-40.15-04.
(TYPICAL)
1
C3.14
1.51%
FG: 385.03
FG: 384.95
FG: 385.16
FG: 385.10
FG: 384.52
FG: 384.47
1.4
9
%
FG: 384.28
FG: 384.37
FG: 385.20
FG: 385.14
1.23%1.50%FG: 384.16
FG: 384.21
FG: 384.05
FG: 383.97
FG: 384.73
BCR
STA: 12+58.23, 10.00' LT
FL: 383.77
ECR
STA: 13+25.26, 13.00' LT
FL: 384.27
4.67'
4.39'
4.54'
R25.00'
R25.00'
TW: 381.70
BW: 381.69
FG: 384.18
2.00%2.00%2.00%2.00%END FULL WARP
BEGIN TRANSITION
STA: 12+97.75, 10.21' RT
FG: 384.38
STA: 13+24.31, 8.08' RT
FL: 384.86
TC: 385.19
END TRANSITION
BEGIN STANDARD CROWN
STA: 13+27.31, 8.07' RT
FG: 384.92
STA: 13+62.43, 13.00' RT
FL: 384.722.00%2.00%2.00%2.00%STA: 12+66.13, 10.22' RT
FG: 384.21
1.48%
STA: 13+30.29, 8.03' RT
FL: 384.59
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
153RD AVE SE & SE 5TH PL
INTERSECTION DETAIL
C3.6
C3.6
SE 5TH PL
14Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-INTX.dwgTED-40-4278R-427814
383.75
384.40
383.34
384.26
10/24/2025
154TH AVE SE70+0016+00
17+00
154TH AVE SE STA: 70+00 =
SE 5TH PL STA: 16+54.52
38
7
38
8
389
39
0
39
1
39
2
389CB #6
RIM: 387.83
CB #9
RIM: 390.19
ECR
STA: 70+38.80, 13.00' LT
FL: 390.36
ECR
STA: 69+68.78, 13.00' LT
FL: 387.45
387
3883
8
8
388
3
8
9 390391FL: 387.11
FL: 387.29
FG: 387.87
FG: 387.92
FG: 388.53
FG: 388.47
FL: 387.93 FL: 387.99
FL: 387.86
FL: 387.80
FG: 388.59 FG: 388.65
FL: 390.33
FL: 390.49
FG: 389.72
FG: 389.64
6.02%3.43%6.50%
FG: 392.70FG: 392.78
FG: 387.64FG: 387.72
1/4Δ
FL: 388.39
1/2Δ
FL: 389.05
3/4Δ
FL: 389.72
1/4Δ
FL: 387.87
1/2Δ
FL: 387.73
3/4Δ
FL: 387.59
Δ=91°11'35"
R=25.00'
L=39.79'
Δ=88°48'35"
R=25.00'
L=38.75'
S88° 17' 21"E
158.33'S88° 17' 21"E
654.29'
FG: 388.44
FG: 388.37
FG: 388.34
FG: 388.42
R=25.00'
N88° 17' 31"W
3.65'6.61%4.
5
5%
PERPENDICULAR CURB RAMP TYPE B
TO BE CONSTRUCTED IN ACCORDANCE
WITH WSDOT STD PLAN F-40.15-04.
(TYPICAL)
1
C3.14
CB #7
FG: 387.97
FG: 387.92
FG: 388.52
FG: 388.58
1.5
0
%1.50%7.51%FG: 388.64
FG: 388.70
1.50%FG: 389.69
FG: 389.63 1.29%
FG: 390.01
FG: 390.01
32.45'
BCR
STA: 16+15.72, 13.00' LT
FL: 387.83
BCR
STA: 16+17.18, 7.00' RT
FL: 387.97BCR
STA: 15+89.81, 13.00' RT
FL: 387.51
PRC
STA: 16+01.65, 10.00' RT
FL: 388.01
ECR
STA: 16+13.53, 7.00' RT
FL: 387.93
SCUPPER
AREA 1
C3.74.22'
4.45'
4.60'
4.25'
R25.00'
TC:391.01
BC: 390.51
TC:391.13
BC: 390.63
FL: 390.55
FL: 390.60
FG: 390.55
FG: 390.51
FG: 390.19
FG: 390.63
BC: 390.63
CB #9
RIM: 390.19
7.00'
8.00%
1
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
154TH AVE SE & SE 5TH PL
INTERSECTION DETAIL
C3.7
C3.7
SE 5TH PL
15Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-INTX.dwgTED-40-4278R-427815
1 SCALE: 1" = 5'
SCUPPER AREA
NOTE:
1 SCUPPER AT CB PER 2
C3.3
390.49
387.98
390.49
10/24/2025
5.0'
SIDEWALK
8.0'
LANDSCAPING
10.0'
TRAVEL LANE
10.0'
TRAVEL LANE
5.0'
SIDEWALK
8.0'
LANDSCAPING
13.0'
TRAVEL LANE
13.0'
TRAVEL LANE
5.0'
SIDEWALK
8.0'
LANDSCAPING
13.0'
TRAVEL LANE
13.0'
TRAVEL LANE
8.0'
LANDSCAPING
5.0'
SIDEWALK
ROW
ROW
ROW ROW
℄
⅊
⅊
℄
℄
26.5'26.5'
23.5'13.5'26.5'26.5'
2.0%1.5%
2.0%2.0%1.5%
2.0%2.0%1.5%1.5%
53.0'
53.0'
37.0'
CEMENT CONCRETE
SIDEWALK PER COR
STD DET 102
16.5'
TRAVEL LANE
8.0'
LANDSCAPING
5.0'
SIDEWALK
ROW
℄30.0'
2.0%1.5%
60.0' ROW
13.0'
TRAVEL LANE
11.5'
LANDSCAPING
5.0'
SIDEWALK
ROW
℄30.0'
1.5%
60.0' ROW
CEMENT CONCRETE
SIDEWALK PER COR STD
DET 102 (TYP)
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
PER COR STD DET 101 (TYP)
CEMENT CONCRETE
SIDEWALK PER COR STD
DET 102
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
PER COR STD DET 101 (TYP)
CEMENT CONCRETE
SIDEWALK PER COR STD
DET 102
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE GEOTECHNICAL
REPORT BY THE RILEY GROUP, DATED JUNE 4,
2021
CEMENT CONCRETE TRAFFIC CURB
AND GUTTER PER COR STD DET 101
CEMENT CONCRETE
SIDEWALK PER COR STD
DET 102
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE GEOTECHNICAL
REPORT BY THE RILEY GROUP, DATED JUNE 4,
2021
CEMENT CONCRETE TRAFFIC CURB AND
GUTTER PER COR STD DET 101
0.5'0.5'
0.5'
0.5'
0.5'0.5'
0.5'
2" CLASS
1/2 HMA
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE RILEY
GROUP, DATED JUNE 4, 2021
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE RILEY
GROUP, DATED JUNE 4, 2021
2" CLASS 1/2 HMA
2" CLASS 1/2 HMA
4" ATB
6" CRUSHED ROCK SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE
RILEY GROUP, DATED JUNE 4, 2021
2" CLASS 1/2 HMA
2.0%
2" CLASS 1/2 HMA
1.5%
8.0'
LANDSCAPING
5.0'
SIDEWALK
5.0'
SIDEWALK
8.0'
LANDSCAPING
13.0'
TRAVEL LANE
13.0'
TRAVEL LANE
ROW ⅊
℄26.5'29.5'
2.0%2.0%1.5%
56.0'
CEMENT CONCRETE
SIDEWALK PER COR STD
DET 102
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
PER COR STD DET 101 (TYP)
0.5'0.5'
2" CLASS 1/2 HMA
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE
RILEY GROUP, DATED JUNE 4, 2021
1.5%
8.0'
LANDSCAPING
5.0'
SIDEWALK
3.0'
4:1 MAX
1' LEVEL 2" CLASS 1/2 HMA
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE
RILEY GROUP, DATED JUNE 4, 2021
1.0' LEVEL
2.5'
8.5' TEMP
GRADING
EASEMENT
3:1 DAYLIGHT SLOPE
EASEMENT
MATCH EXISTING
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
ROAD CROSS-SECTIONS
C3.8
C3.8
16
4 NOT TO SCALE
152ND AVE SE - SECTION3NOT TO SCALE
153RD AVE SE - SECTION (SOUTH)
5 NOT TO SCALE
154TH AVE SE - SECTION
2 NOT TO SCALE
SE 5TH PL - SECTION (EAST)
1 NOT TO SCALE
SE 5TH PL - SECTION (WEST)
6 NOT TO SCALE
153RD AVE SE - SECTION (NORTH)Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-ROAD.dwgTED-40-4278R-427816
7 NOT TO SCALE
ACCESS ROAD
PERMANENT
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
ROAD NOTES & DETAILS
C3.9
C3.9
17
1 NOT TO SCALE
CEMENT CONCRETE CURBS 2 NOT TO SCALE
CURB INSTALLATION AT CATCH BASINS 3 NOT TO SCALE
CEMENT CONCRETE SIDEWALK
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-ROAD.dwgTED-40-4278R-427817
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
ROAD NOTES & DETAILS
C3.10
C3.10
18
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 OVERLAY
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-ROAD.dwgTED-40-4278R-427818
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
ROAD & STORM NOTES &
DETAILS
C3.11
C3.11
19
1 NOT TO SCALE
LONGITUDINAL PAVEMENT PATCH WITH OVERLAY
3 NOT TO SCALE
AREA DRAIN OR APPROVED EQUAL
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-ROAD.dwg2 NOT TO SCALE
PIPE ZONE BEDDING AND COMPACTION
3/4" TO 2-1/2" WASHED DRAIN ROCK
1' MIN.
1' MIN.
2"
PERFORATED CPEP PIPE
OR APPROVED EQUAL
MARIFI 140 NS OR EQUAL
SCREENED TOP SOIL
4 NOT TO SCALE
FRENCH DRAIN
1' MIN.TED-40-4278R-427819
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
ROAD & STORM NOTES &
DETAILS
C3.12
C3.12
20Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-ROAD.dwg1 NOT TO SCALE
CATCH BASIN TYPE 1 2 NOT TO SCALE
CATCH BASIN TYPE 2 3 NOT TO SCALE
STORM ROUND FRAME AND COVERTED-40-4278R-427820
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
ROAD NOTES & DETAILS
C3.13
C3.13
21Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-ROAD.dwg2 NOT TO SCALE
NDCBU MAILBOXTED-40-4278R-427821
1 NOT TO SCALE
WSDOT PARALLEL CURB RAMP F-40.12-03
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
ROAD NOTES & DETAILS
C3.14
C3.14
22Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-ROAD.dwgTED-40-4278R-427822
1 NOT TO SCALE
WSDOT PERPENDICULAR CURB RAMP F-40.15-04 2 NOT TO SCALE
CURB AND GUTTER REPLACEMENT
10/24/2025
154TH AVE SECB #9
CB #6
CB #8
CB #4
CB #5
CB #2
INLET
WITH DEBRIS BARRIER
IE: 375.75 18" (N)
CB #3, 54" TYPE 2
CONTROL STRUCTURE374375376
377
378
379
380
381
382
383
384
385
386
387
374375376377378379380381382383384385376
3743
7
5
3
7
6
377381
382
38
3
38
4
3
8
5
38
6
38
7
380
381
382
383
384
385
38
7
388
38
8
389
39
0
3861
C4.1
2
C4.1374375 376377378376
377
378
388
50'
80'6'
10'
61'
TOW: 384.60
TW: 384.60
BW: 383.13
TOW: 384.60
TW: 384.60
BW: 379.59
TOW: 384.60
TW: 384.60
BW: 378.77
TOW: 384.60
TW: 384.60
BW: 378.74
TOW: 384.60
TW: 382.50
BW: 377.25
TOW: 384.60
TW: 382.50
BW: 378.79
TOW: 384.60
TW: 382.50
BW: 378.77
TOW: 384.60
TW: 384.60
BW: 378.75
BW: 378.75
TOW: 384.60
TW: 384.59
BW: 378.75
TOW: 385.75
TW: 385.26
BW: 378.75
TOW: 387.11
TW: 386.12
BW: 378.75
TOW: 387.11
TW: 387.11
BW: 378.75
TOW: 388.25
TW: 388.25
BW: 378.75
TOW: 388.25
TW: 387.88
BW: 378.75
TOW: 388.25
TW: 387.50
BW: 378.75
TOW: 388.25
TW: 387.12
BW: 381.13
TOW: 386.88
TW: 386.88BW: 386.39
TOW: 386.88
TW: 386.60
68+0069+0070+00PI: 70+00.00
15+00
16+00
17+00PC: 14+75.23PT: 14+96.19PI: 16+54.52TOW: 384.60
TW: 382.50
BW: 379.63
TOW: 384.60
TW: 382.50
BW: 376.63
TOW: 384.60
TW: 384.60
BW: 384.35
382
383
78'
OUTLET
WITH DEBRIS BARRIER
IE: 378.75 12" (SE)
2
C4.2
POND
GATE
POND
PERIMETER
FENCING
POND GATE
14.62%R=55
'R=40
'15'
15'
CB #7
384
385
CB #1
REFER TO RETAINING WALL
PLANS UNDER SEPARATE
BUILDING PERMIT
15.00' LANDSCAPE
BUFFER
15.00' LANDSCAPE
BUFFER
15.00' LANDSCAPE
BUFFER
15.00' LANDSCAPE
BUFFER
FD IE: 378.75
1
.
5
4%
TOW: 386.88
TW: 386.47
BW: 386.53
26'
22'
38
3
38
4
3
8
5
377378378
TOW: 384.60
TW: 382.50
BW: 378.77
TOW: 384.60
TW: 384.60
BW: 378.75
FG: 383.43
FG: 383.89
FG: 383.88
FG: 383.43
FG: 383.08
FG: 383.13FG: 383.43
FG: 383.43
FG: 383.34
FG: 383.40
TC:382.96
FL: 382.96
TC:383.23
FL: 382.73
TC:383.43
FL: 383.43
TC:384.29
FL: 383.79
0.69%4.93%3.55%15'
CB #2
RIM: 382.6169+00382
383
384
POND
GATE
FG: 383.16
FG: 383.12
FG: 382.48
FG: 382.42
FG: 382.59
FG: 382.54FG: 383.17
EG: 382.29
EG: 382.44
EG: 382.40
EG: 382.64
EG: 382.62
CB #1
RIM: 382.40
EG: 382.91
EG: 382.89
EG: 382.99
EG: 382.62
384
385
1
.
5
4%
0.50%1.73%
29'
26'
13'
27'
61'55'
39'
105'
65'
34'
75'
26'
80'
FLOW PATH
14'
19'
22'
39'
40'
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
POND PLAN
C4.0
C4.0
24
SE 5TH PL
COMBINED DETENTION POND AND WETPOOL
SCALE: 1" = 20'
DETENTION POND (LIVE STORAGE)
EMERGENCY OVERFLOW WATER SURFACE 383.64
100-YEAR PRIMARY OVERFLOW WATER SURFACE 383.35
POND DESIGN WATER SURFACE 382.97
BOTTOM OF LIVE STORAGE 378.75
DETENTION VOLUME REQUIRED 49,100 CF
DETENTION VOLUME PROVIDED 49,200 CF
WETPOOL (DEAD STORAGE)
WATER QUALITY WATER SURFACE 378.75
CELL#1 BOTTOM OF WQ 373.75
CELL #1 BOTTOM OF SEDIMENT STORAGE/BOTTOM OF POND 372.75
CELL #2 BOTTOM OF WQ/BOTTOM OF POND 375.75
TOP OF BERM ELEVATION (2-YR WATER SURFACE)378.75
CELL #1 VOLUME REQUIRED (30%)5,515 CF
CELL #1 VOLUME PROVIDED 5,900 CF
CELL #2 VOLUME REQUIRED (70%)12,867 CF
CELL #2 VOLUME PROVIDED 14,080 CF
(BW)
BOTTOM OF WALL
GRADE
(TW) TOP OF WALL
GRADE
WALL SPOT
ELEVATION DETAIL
NOT TO SCALE
REFER TO STRUCTURAL
PLANS FOR RETAINING
WALL/FOOTING DESIGN
DETENTION
POND
EMERGENCY
OVERFLOW
SPILLWAY
RETAINING WALL PER
STRUCTURAL PLANS
TOP OF RETAINING
WALL: 384.60
15'
2 NOT TO SCALE
EMERGENCY OVERFLOW SPILLWAY
EMERGENCY OVERFLOW
SPILLWAY AND POND
ACCESS ROAD
1 SCALE: 1" = 10'
SPILLWAY AND POND ACCESS ROAD
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
2
C4.0
2
C4.2
2
C4.2
2
C4.2
2
C4.4
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-POND.dwgPOND PERIMETER FENCING
POND EMERGENCY
OVERFLOW SPILLWAY
AND ACCESS ROAD
1
C4.0
EMERGENCY OVERFLOW
SPILLWAY ELEV: 383.43
EMERGENCY OVERFLOW
WS ELEV: 383.64TED-40-4278R-427824
SPILLWAY ROCK LINING
GRADATION AS FOLLOWS:
PASSING 8-INCH SQUARE SIEVE:100%
PASSING 3-INCH SQUARE SIEVE:40% - 60%
PASSING 3/4-INCH SQUARE SIEVE:0% - 10%
ROCK LINING
PER
SPILLWAY
ROCK LINING
NOTE
POND ACCESS ROAD7
C3.8
PIPE
ANCHOR
3
C4.2
POND LINER NOTES
1.AFTER EXCAVATION OF POND, INFILTRATION TEST TO BE CONDUCTED BY GEOTECHNICAL
ENGINEER. IF INFILTRATION RATES ARE LESS THAN 0.02 IN/HR, NO LINING WILL BE
REQUIRED. IF INFILTRATION RATES EXCEED 0.02 IN/HR, A LOW PERMEABILITY LINING WILL
BE REQUIRED. LOW PERMEABILITY LINING SHALL PREVENT INFILTRATION GREATER THAN
0.02 IN/HR.
2.IF SOILS INFILTRATE GREATER THAN 0.02 IN/HR, BOTH CELLS TO BE LINED WITH A LOW
PERMEABILITY COMPACTED TILL LINER OR APPROVED EQUAL.
2.1.TILL LINER THICKNESS SHALL BE 18 INCHES AFTER COMPACTION.
2.2.SOIL SHALL BE COMPACTED TO 95% MININIMUM DRY DENSITY, MODIFIED PROCTOR
METHOD (ASTM D-1557).
2.3.SOIL SHOULD BE PLACED IN 6 INCH LIFTS.
2.4.GRADATION PER TABLE.
3.LINER ALTERNATIVES INCLUDE CLAY LINERS, GEOMEMBRANE LINERS, AND CONCRETE
LINERS. LINER TO BE DESIGNED BY GEOTECHNICAL ENGINEER AND SHOULD INCLUDE
DESIGN CONSIDERATIONS FOR BUOYANCY OF LOW PERMEABILITY LINER WITH REGARDS
TO POTENTIAL HIGH GROUNDWATER.
COMPACTED TILL LINER
GRADATION
SIEVE SIZE PERCENT PASSING
6 INCH 100
4 INCH 90
#4 70-100
#200 30-100
2
C4.4
4
C4.2
ECO
BLOCK
BERM
GENERAL NOTES
1.CAD FILE IS AVAILABLE TO ASSIST
WITH HORIZONTAL SITE LAYOUT.
2.15' MINIMUM LANDSCAPE BUFFER
REQUIRED BETWEEN PROPERTY LINE
AND FACE OF POND RETAINING WALL.
(TOW) TOP OF WALL ELEVATION
REFER TO STRUCTURAL PLANS
FOR TOP OF WALL ELEVATIONS
FOOTING DRAIN NOTES
1.CONNECT POND RETAINING WALL FOOTING
DRAINS TO CB #2.
2.POND RETAINING WALL FOOTING DRAIN TO BE
SET AT A MINIMUM INVERT ELEVATION OF 378.75.
3.PROVIDE 4" PERF. PVC.
4.REFER TO STRUCTURAL PLANS FOR ADDITIONAL
INFORMATION.
FD IE: 378.75
FD IE: 382.50 @
TOP OF FOOTING
FD IE: 382.50 @
TOP OF FOOTING
FD IE: 378.75
FD IE: 378.75
FD IE: 378.75
FLOWPATH LENGTH
TO WIDTH RATIO
FLOWPATH LENGTH = 280'
FLOWPATH AVERAGE WEIGHTED WIDTH = 30'
FLOWPATH LENGTH TO WIDTH RATIO = 9:1
FLOWPATH LENGTH TO WIDTH CHECK
NOT TO SCALE
FD IE: 378.75
15.00'
9.00'
7.43'
375.52
378.80
10,000 CF
16,000 CF
53,000 CF
10/24/2025
370
375
380
385
390
370
375
380
385
390
0+00FG 386.38FG 378.020+50FG 373.50FG 375.751+00FG 375.75FG 375.751+50FG 385.33FG 385.272+00FG 2+24.99FGPOND DESIGN WS
ELEV: 382.97
WATER QUALITY WS
ELEV: 378.75
SEDIMENT STORAGE
ELEV: 374.50
1' SEDIMENT
STORAGE
POND BOTTOM
ELEV: 375.75
100-YEAR OVERFLOW WS
ELEV: 383.35
CIP RETAINING
WALL
CIP RETAINING
WALL
154TH AVE SE
ROW
PROPERTY
LINE
POND ACCESS
ROAD
POND BOTTOM
ELEV: 373.503:13:11:1EXISTING EDGE
OF ROADWAY
6'1:1STA: 68+56.49, 49.93' LT
IE: 378.75 12" (NW)
IE: 378.75 12" (E)
RIM: 383.35
CB #3, 54" TYPE 2
CONTROL STRUCTURE
STA: 68+43.76, 11.92' LT
IE: 378.51 12" (W)
IE: 378.51 12" (E)
IE: 378.51 4" (N)
IE: 378.51 4" (S)
RIM: 382.61
CB #2, TYPE 1L
EXISTING
EXISTING
PROPOSED (SEPARATE PERMIT)
PROPOSED
24 LF 12"
CPEP @ 0.60%
40 LF 12"
CPEP @ 0.60%
7 LF 12" CPEP
@ 0.00%
4
C4.2
EMERGENCY OVERFLOW WS
ELEV: 383.64
LIVE STORAGE
CELL #2
DEAD
STORAGE
CELL #1
DEAD
STORAGE
ECO BLOCK
TOP OF WALL
ELEV: 380.75
STA: 68+40.95, 12.05' RT
IE: 378.40 18" (N)
IE: 378.97 4" (E)
IE: 377.87 18" (S)
IE: 378.37 12" (W)
RIM: 382.40
CB #1, TYPE 1L
ECO BLOCK
TOP OF WALL
ELEV: 380.75
4.25' WQ
STORAGE
370
375
380
385
390
370
375
380
385
390
5+00FG FG 378.755+50FG 375.75FG 375.756+00FG 375.75FG 378.756+50FG 388.086+65.59FG 387.55POND BOTTOM
ELEV: 375.75
WATER QUALITY WS
ELEV: 378.75
POND DESIGN WS
ELEV: 382.97
100-YEAR
OVERFLOW WS
ELEV: 383.35
CIP RETAINING
WALL
SE 5TH PL
ROW
CIP RETAINING
WALL
PROPERTY
LINE
3:11:11:1STA: 68+56.49, 49.93' LT
IE: 378.75 12" (NW)
IE: 378.75 12" (E)
RIM: 383.35
CB #3, 54" TYPE 2
CONTROL STRUCTURE
4
C4.2
EMERGENCY OVERFLOW WS
ELEV: 383.64
LIVE STORAGE
CELL #2
DEAD STORAGE 3:1374
375
380
374
375
380
0+00FG 387.27FG 375.750+50FG 375.75FG 375.751+00FG 377.281+09.11FG 382.3621.3'
TOP OF WETPOND
DEAD STORAGE
ELEV: 378.75
2-YR WATER
SURFACE
ELEV: 380.87
TOP OF ECO. BLOCK
BERM ELEV: 380.75
BOTTOM OF ECO. BLOCK BERM
ELEV: 374.75 (1.0' MIN. BURY)
12" DEPTH COMPACTED GRAVEL
LEVELING / FOUNDATION PAD
84.0'
374
375
380
374
375
380
0+00FG 387.74FG 375.750+50FG 375.75FG 375.751+00FG 377.491+09.11FG 382.33TOP OF WETPOND
DEAD STORAGE
ELEV: 378.75
2-YR WATER
SURFACE
ELEV: 380.87
TOP OF ECO. BLOCK
BERM ELEV: 380.75
BOTTOM OF ECO. BLOCK BERM
ELEV: 374.75 (1.0' MIN. BURY)
12" DEPTH COMPACTED GRAVEL
LEVELING / FOUNDATION PAD
13.2'
16.2'
33.2'72.0'
12" DEPTH COMPACTED GRAVEL
LEVELING / FOUNDATION PAD
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
POND SECTIONS
C4.1
C4.1
25
1 SCALE: H: 1" = 20', V: 1" = 2'
POND CROSS SECTION 1 2 SCALE: H: 1" = 20', V: 1" = 2'
POND CROSS SECTION 2
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-POND.dwgTED-40-4278R-427825
3 SCALE: H: 1" = 20', V: 1" = 2'
ECOLOGY BERM 1 4 SCALE: H: 1" = 20', V: 1" = 2'
ECOLOGY BERM 2
3
C4.1 4
C4.1
383.32
378.80
378.80
383.32
378.80
378.80 382.73
378.48
378.48
378.53
378.61
382.95
378.45
378.95
378.17
378.32
0.65%
0.71%
45 LF
10/24/2025
1.EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 54"
MIN. DIAM.
2.OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW.
3.METAL PARTS: CORROSION RESISTANT STAINLESS STEEL OR
ALUMINIZED STEEL.
4.FRAME AND LADDER OR STEPS OFFSET S0 THAT:
A.CLEANOUT GATE IS VISIBLE FROM TOP.
B.CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.
C. FRAME IS CLEAR OF CURB.
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.PIPE SIZES AND SLOPES: PER PLANS.
8.PROVIDE NON-POROUS, NON-SHRINKING GROUNT.
NOTES:
TOP OF STRUCTURE
ELEV. = 383.35
RISER ELEV. = 382.85
IE = 378.75
12" Ø OUTLET
2' MIN.
HANDHOLDS, STEPS OR
LADDER SEE KCRDCS
DWG. 7-006
CLEANOUT GATE AND ROD
FOR CLEANOUT/DRAIN
(ROD BENT AS REQUIRED
FOR VERTICAL ALIGNMENT
WITH COVER) SEE KCRDCS
DWG. 7-026
NOTCHED WEIR
2' MIN.54"2' MIN.RESTRICTOR PLATE W/ ORIFICE
ORIFICE = 1.95" Ø
ELEV. = 376.75
PLAN
NOTCHED WEIR
CATCH BASIN, TYPE 2
NOTCHED WEIR
CUT IN RISER
LENGTH=0.25"
NOTCHED WEIR
CUT IN RISER
ELEV=381.15
18"
RISER
12" MIN.
OPEN TOP
12" Ø INLET
RISER OVERFLOW
ELEV. = 382.85
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
POND NOTES & DETAILS
C4.2
C4.2
26
1 NOT TO SCALE
TEE SECTION SHEAR GATE
4 SCALE: 1" = 2'
CONTROL STRUCTURE
OVERFLOW BIRDCAGE
2 NOT TO SCALE
POND FENCING AND GATE
2
C4.4
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-POND.dwgTED-40-4278R-427826
12" MIN.
6" MIN.
CONC. FOOTING
KEYED INTO SOIL
24"
A
A
SECTION A
24"
3 NOT TO SCALE
PIPE ANCHOR
383.32
378.80
376.80
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
POND NOTES & DETAILS
C4.3
C4.3
27
1 NOT TO SCALE
SURFACE WATER STANDARD PLAN NOTES
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-POND.dwgTED-40-4278R-427827
2 NOT TO SCALE
SOIL AMMENDMENT SECTIONS
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
POND NOTES & DETAILS
C4.4
C4.4
28
1 NOT TO SCALE
DEBRIS BARRIER 2 NOT TO SCALE
OVERFLOW STRUCTURE RISER WITH DEBRIS BARRIER 3 NOT TO SCALE
PUBLIC STORMWATER POND SIGN
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-POND.dwgTED-40-4278R-427828
10/24/2025
0.1'5.1'14'4'FND IRON PIPE
SHED(TYP.)
PROP LINE152ND AVE SE154TH AVE SE1234
5
6
7
10
9
8
12 11 TRACT A
STORM
SE 138TH PL
SE 5TH PL153RD AVE SE10+00 11+00 12+00 13+00
14+00
15+00 16+00 17+00
28+0029+0030+0031+0032+0033+0051+0052+0053+0053+0568+0069+0070+0071+0072+0073+0074+00385386386386387387385386387
385
384385386
387387
374375
376
377
378
379
380
381
382
383
384
385
386
381
382 383384385386387388384384
388 38939039139239339439538
4
3
8
5
38
6
387
3
8
8
388388 389390390390391392
393
394
395
TRACT B
378 379
380381 382 383 384 385
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
C5.0COMPOSITE UTILITY
PLAN
C5.0
C5.0
29
UTILITY NOTE
1.WATER DESIGN UNDER SEPARATE PERMIT WITH
KING COUNTY WATER DISTRICT 90.
2.ALL UTILITIES DESIGNED TO SERVE THE PLAT
SHALL BE PLACED UNDERGROUND.
SE 5TH PL
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-UTIL.dwgTED-40-4278R-427829WWP-27-4278S-427802
EXISTING SEWER SYSTEM SHALL BE
OPERATIONAL UNTIL PROPOSED SEWER
SYSTEM IS INSTALLED, APPROVED FOR
CONNECTION, AND CONNECTED PRIOR
TO DEMOLITION AND REMOVAL.
10/24/2025
152ND AVE SE
109810+0011+0029+00 30+00 31+00 32+00 33+00 34+00
EXIST SSMH #MH4762
SSMH #1
EXIST SSMH #MH6876
152ND AVE SE STA: 29+95 =
SE 5TH PL STA: 9+99.24
STUB
STA: 31+10.93, 48.00 RT
IE: 381.40 6" (W)
STUB
STA: 32+36.74, 48.00 RT
IE: 381.70 6" (W)
51 LF 6" PVC @ 7.84%
51 LF 6" PVC @ 6.32%
EXIST SSMH #MH4763
386
387386387
387385386387Profile View of 152ND AVE SE2
370
375
380
385
390
370
375
380
385
390
29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50
STA: 9+97.31, 3.23' LT
RIM: 385.53
SSMH #1,
48" SSMH
SADDLE MANHOLE
IE IN: 376.25 (8"N)
IE IN: 376.35 (8"E)
IE OUT: 376.25 (8"S)
STA: 31+37.34, 3.54' LT
RIM: 386.12
EXIST SSMH #MH6876,
EXISTING SSMH 48"
IE IN: 377.50 (8"N)
IE OUT: 377.44 (8"S)
EXISTING GRADE
AT CENTERLINE
EXISTING GRADE ELEVATION
AT CENTERLINE
1
C6.3
LOT 9 SIDE SEWER
LOT 10 SIDE SEWER
STA: 9+91.49, 317.54' LT
RIM: 387.24
EXIST SSMH #MH4763,
EXISTING SSMH 48"
IE OUT: 379.14 (8"N)
IE OUT: 378.98 (8"S)
EXISTING 175 LF 8" DI @ 0.85%
EXISTING 139 LF 8" DI @ 0.86%
19 LF 8" DI @ 0.86%
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025 NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
C5.1152ND AVE SE SEWER
PLAN & PROFILE
C5.1
C5.1
30SE 5TH PL152ND AVE SE SEWER PROFILE
SCALE: H:1"=30', V:1"=3'Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 Site Development\2221005-SH-SSWR-152NDAVE SE.dwgWWP-27-4278S-427803
381.66
381.10
385.63
376.18
376.13
376.08
0.90%
10/24/2025
0.1'
5.1'
14'
4'FND IRON PIPESHED(TYP.)PROP LINE4
5 6 7
12 12+0013+0051+00 52+00 53+00
385386
38
4 385386SSMH #2
38 LF 6" PVC @ 2.00%
SSMH #3
38 LF 6" PVC @ 2.00%
239 LF 8" PVC @ 0.50%153RD AVE SESE 5TH PL STA: 12+96.92 =
153RD AVE SE STA: 50+00.16
STUB
STA: 52+05.76, 44.50 LT
IE: 379.99 6" (E)
STUB
STA: 51+34.37, 44.50 LT
IE: 379.49 6" (E)
TRACT B
N0° 32' 11"E
318.50'3853853863863
8
4
384
370
375
380
385
390
370
375
380
385
390
49+86.66FG 383.9150+00FG 384.18FG 383.8250+50FG 383.57FG 383.4851+00FG 383.63FG 383.8851+50FG 384.13FG 384.3852+00FG 384.63FG 384.8852+50FG 385.13FG53+00FGSTA: 50+04.48, 6.00' LT
RIM: 384.03
SSMH #2, 48" SSMH
IE IN: 377.92 (8"N)
IE IN: 377.92 (8"E)
IE OUT: 377.82 (8"W)
STA: 52+43.46, 6.00' LT
RIM: 384.94
SSMH #3, 48" SSMH
IE OUT: 379.11 (8"S)
EXISTING GRADE
AT CENTERLINE
FINISHED GRADE
AT CENTERLINE
EXISTING GRADE ELEVATION
AT CENTERLINE
FINISHED GRADE ELEVATION
AT CENTERLINE
1.00%
1.00%GRADE BREAK STA: 50+00.16ELEV: 384.18GRADE BREAK STA: 52+63.34ELEV: 385.26GRADE BREAK STA: 50+11.28ELEV: 383.9650' VC
PVI: 383.35
PVI STA: 50+72.00
K: 25.00
A.D.: 2.00%BVCS: 50+47.00BVCE: 383.60EVCS: 50+97.00EVCE: 383.60LOW PT: 50+72.00ELEV: 383.47LOT 6 SIDE SEWER
239 LF 8" PVC @ 0.50%
LOT 7 SIDE SEWER
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025 NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
C5.2153RD AVE SE SEWER
PLAN & PROFILE
C5.2
C5.2
31SE 5TH PLQ:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-SSWR-153RD AVE SE.dwg153RD AVE SE SEWER PROFILE
SCALE: H:1"=30', V:1"=3'WWP-27-4278S-427804
384.82
379.02
383.86
377.81
377.81
377.71
238 LF
379.35
378.80
238 LF
10/24/2025
154TH AVE SE
1
TRACT A
STORM
16+0017+0068+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00387374
375
376 377 378381
389390 391 392 393
383384385386387388388388389 390 391 392393394395395388EXIST SSMH #MH6873
9 LF 8" PVC @ 1.00%
SSMH #5
166 LF 8" PVC @ 2.81%
SSMH #6
154TH AVE SE STA: 70+00 =
SE 5TH PL STA: 16+54.52
N0° 31' 04"E 829.85'N0° 31' 04"E 1166.41'38827 LF 6" PVC @ 2.50%
SSCO #1
SSCO #2
114 LF 8" PVC @ 2.00%
10 LF 8" PVC @ 2.00%TEST TEE
370
375
380
385
390
395
400
370
375
380
385
390
395
400
67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00
STA: 69+94.51, 10.78' LT
RIM: 388.51
EXIST SSMH #MH6873,
EXISTING SSMH 48"
IE IN: 382.01 (8"E)
IE OUT: 381.93 (8"N)
EXISTING 9 LF 8" PVC @ 1.00%
STA: 70+03.30, 10.69' LT
RIM: 388.97
SSMH #5, 48" SSMH
IE IN: 381.84 (8"S)
IE IN: 381.84 (8"N)
IE OUT: 381.74 (8"W)
STA: 71+68.88, 10.69' LT
RIM: 395.55
SSMH #6, 48" SSMH
IE IN: 386.60 (8"N)
IE OUT: 386.50 (8"S)
166 LF
8
"
P
V
C
@
2
.
8
1
%
EXISTING GRADE
AT CENTERLINE
EXISTING GRADE ELEVATION
AT CENTERLINE
STA: 16+37.74, 292.23' LT
RIM: 390.59
SSCO #1,
IE OUT: 389.07 (8"S)
114 LF 8"
P
V
C
@
2
.
0
0
%
10 LF 8" PVC @ 2.00%
TEST TEE
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025 NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
C5.3154TH AVE SE SEWER
PLAN & PROFILE
C5.3
C5.3
32SE 5TH PL154TH AVE SE SEWER PROFILE
SCALE: H:1"=30', V:1"=3'Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-SSWR-154TH AVE SE.dwgWWP-27-4278S-427805
EXISTING SEWER SYSTEM SHALL BE OPERATIONAL
UNTIL PROPOSED SEWER SYSTEM IS INSTALLED,
APPROVED FOR CONNECTION, AND CONNECTED
PRIOR TO DEMOLITION AND REMOVAL.
1463400017
FATTORE ROBERT & DEBORAH
1463400016
DO HIEN & TRAN PHUNG H
395.38
386.43
386.33
388.98
381.75
381.69
381.51
165 LF
2.79%
2.00%
2.00%
2.79%
165 LF
401.58
10/24/2025
0.1'5.1'14'4'FND IRON PIPE
SHED(TYP.)
PROP LINE152ND AVE SE154TH AVE SE1234
58
12
11153RD AVE SE10+00 11+00 12+00
13+00 14+00
15+00 16+00 17+00
29+0030+0031+0051+0070+0071+00S88° 21' 14"E 327.69'
S83° 43' 16"E
178.31'
Δ=4°34'05"
R=263.00'
L=20.97'385386387389390391392388385386
383
384
385
386
387
388
SSMH #1
33 LF 6" PVC @ 11.07%
32 LF 6" PVC @ 4.53%
SSMH #2
45 LF 6" PVC @ 2.48%46 LF 6" PVC
@ 4.70%
33 LF 6" PVC @ 6.96%
SSMH #435 LF 6" PVC @ 7.72%
36 LF 6" PVC
@ 8.76%
SSMH #5
EXIST SSMH #MH6873
152ND AVE SE STA: 29+95 =
SE 5TH PL STA: 9+99.24
STUB
STA: 10+62.05, 36.50 LT
IE: 380.50 6" (S)
STUB
STA: 12+39.37, 36.50 LT
IE: 379.20 6" (S)
34 LF 6" PVC
@ 6.13%
SE 5TH PL STA: 12+96.92 =
153RD AVE SE STA: 50+00.16
STUB
STA: 13+74.20, 39.50 LT
IE: 380.60 6" (S)
STUB
STA: 14+32.64, 39.50 LT
IE: 381.10 6" (S)
STUB
STA: 15+33.09, 39.50 LT
IE: 382.00 6" (S)
STUB
STA: 15+71.33, 39.50 LT
IE: 383.00 6" (S)
SE 5TH PL STA: 16+54.54 =
154TH AVE SE STA: 70+00.00
294 LF 8" PVC @ 0.50%
STUB
STA: 13+72.33, 39.49 RT
IE: 379.60 6" (N)
STUB
STA: 14+36.89, 39.50 RT
IE: 381.00 6" (N)
38
7
38
838939
0
39
1
39
2
39
3
39
4
3
8
5
3
8
6
38
7
38
8
384
384
38
5385386386 384384376 377 378
S88° 17' 21"E 158.33'
272 LF 8" PVC
@ 0.50%
81 LF 8" PVC @ 2.90%
370
375
380
385
390
370
375
380
385
390
STA: 9+97.31, 3.23' LT
RIM: 385.53
SSMH #1, 48" SSMH
SADDLE MANHOLE
IE IN: 376.25 (8"N)
IE IN: 376.35 (8"E)
IE OUT: 376.25 (8"S)
STA: 12+90.84, 4.20' LT
RIM: 384.03
SSMH #2, 48" SSMH
IE IN: 377.92 (8"N)
IE IN: 377.92 (8"E)
IE OUT: 377.82 (8"W)
STA: 15+62.83, 3.08' LT
RIM: 387.38
SSMH #4, 48" SSMH
IE IN: 379.39 (8"E)
IE OUT: 379.29 (8"W)
STA: 16+43.76, 3.08' LT
RIM: 388.97
SSMH #5, 48" SSMH
IE IN: 381.84 (8"S)
IE IN: 381.84 (8"N)
IE OUT: 381.74 (8"W)
EXISTING GRADE
AT CENTERLINE
FINISHED GRADE
AT CENTERLINE
EXISTING GRADE ELEVATION
AT CENTERLINE
FINISHED GRADE ELEVATION
AT CENTERLINE
294 LF 8" PVC @ 0.50%
2.00%1.00%
1.25%
1.23%
2.00%GRADE BREAK STA: 9+99.24ELEV: 385.54GRADE BREAK STA: 16+24.92ELEV: 388.21GRADE BREAK STA: 16+54.52ELEV: 388.80PVI: 385.81
PVI STA: 11+05.51
K: 17.78
A.D.: 2.25%
40' VC
BVCS: 10+85.51BVCE: 385.61EVCS: 11+25.51EVCE: 385.56HI PT: 11+03.29ELEV: 385.70PVI: 383.80
PVI STA: 12+66.00
K: 26.24
A.D.: 2.48%
65' VC
BVCS: 12+33.50BVCE: 384.21EVCS: 12+98.50EVCE: 384.20LOW PT: 12+66.30ELEV: 384.00PVI: 385.01
PVI STA: 10+25.94
K: 10.00
A.D.: 3.00%
30' VC
BVCS: 10+10.94BVCE: 385.31EVCS: 10+40.94EVCE: 385.16LOW PT: 10+30.94ELEV: 385.11LOT 8 SIDE SEWER
LOT 5 SIDE SEWER
LOT 12 SIDE SEWER
LOT 4 SIDE SEWER
LOT 11 SIDE SEWER
LOT 3 SIDE SEWER
LOT 2 SIDE SEWER
LOT 1
SIDE SEWER
9+69.23FG FG10+00FG 385.53FG 385.1310+50FG 385.25FG 385.5011+00FG 385.69FG 385.5611+50FG 385.25FG 384.9412+00FG 384.62FG 384.3112+50FG 384.05FG 384.0213+00FG 384.22FG 384.5213+50FG 384.83FG 385.1414+00FG 385.44FG 385.7514+50FG 386.06FG 386.3715+00FG 386.67FG 386.9815+50FG 387.29FG 387.5916+00FG 387.90FG 388.2116+50FG 388.7116+75FGCONCRETE
ENCASEMENT
3
C6.3
WATER
CROSSING
STORM
CROSSING
STORM
CROSSING
STORM
CROSSING
WATER
CROSSINGS
272 LF 8" PVC @ 0.50%
81 LF 8
"
P
V
C
@
2
.
9
0
%
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
C5.4SE 5TH PL SEWER
PLAN & PROFILE
C5.4
C5.4
33
SE 5TH PL
SE 5TH PL SEWER PROFILE
SCALE: H:1"=30', V:1"=3'Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-SSWR-SE 5TH PL.dwgPROTECT EXISTING
COMM LINE,
APPROXIMATE
DEPTH/LOCATION.
CONTRACTOR TO
POTHOLE AND VERIFY
LOCATION AND DEPTH
PROTECT EXISTING
WATER LINE,
APPROXIMATE
DEPTH/LOCATION.
CONTRACTOR TO
POTHOLE AND VERIFY
LOCATION AND DEPTH
EXISTING POWER, APPROXIMATE LOCATION
AND DEPTH. CONTRACTOR TO POTHOLE
AND VERIFY LOCATION AND DEPTH.WWP-27-4278S-427806
385.63
376.18
376.13
376.08
380.38
379.30 379.29
380.83
382.51
381.38
379.17
380.70
2.74%
82 LF
271 LF
271 LF
2.74%
82 LF
0.53%
0.53%
383.86
377.81
377.81
377.71
387.19
379.26
379.16
388.98
381.75
381.69
381.51
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
C6.1SEWER STANDARD
NOTES & DETAILS
C6.1
C6.1
34Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-SSWR-DETL.dwg1 NOT TO SCALE
WASTEWATER UTILITY STANDARD NOTES 2 NOT TO SCALE
SEWER CLEANOUT 3 NOT TO SCALE
PIPE BEDDING FOR SANITARY SEWERSWWP-27-4278S-427807
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
C6.2SEWER STANDARD
NOTES & DETAILS
C6.2
C6.2
35
1 NOT TO SCALE
SIDE SEWER STUB INSTALLATION 2 NOT TO SCALE
AIR TEST TABLE 3 NOT TO SCALE
STANDARD SANITARY MANHOLE
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-SSWR-DETL.dwgWWP-27-4278S-427808
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
C6.3SEWER STANDARD
NOTES & DETAILS
C6.3
C6.3
36
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.
2 NOT TO SCALE
MANHOLE FRAME AND COVER
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-SSWR-DETL.dwg1 NOT TO SCALE
SADDLE MANHOLE WITH CAST-IN-PLACE BASE
3 NOT TO SCALE
CONCRETE ENCASEMENTWWP-27-4278S-427809
10/24/2025
152ND AVE SE154TH AVE SE1234
5
6
7
10
9
8
12 11 TRACT A
STORM
SE 138TH PL
SE 5TH PL153RD AVE SE10+00 11+00 12+00 13+00
14+00
15+00 16+00 17+00 18+00
27+0028+0029+0030+0031+0032+0033+0053+05
51+0052+0053+0068+0069+0070+0071+0072+0073+0074+00TRACT B
PROTECT EXISTING END
OF STREET BARRICADES
REPLACE NO PARKING
ANYTIME SIGN
REPLACE NO PARKING
ANYTIME SIGN
REPLACE
NO DUMPING SIGN
REPLACE NO PARKING
ANYTIME SIGN
STOP SIGN (MUTCD R1-1)
STREET SIGN 1
C7.1
2
C7.1 STREET SIGN1
C7.1
2
C7.1
STREET SIGN 1
C7.1
2
C7.1STORMWATER
POND SIGN
TEMPORARY END OF ROAD BARRICADE TYPE III
28 LF
ROAD TO BE EXTENDED IN THE FUTURE
3
C7.1
3
C4.4
NO
PARKING
SIGN
1
C7.0
NO
PARKING
SIGN
1
C7.0NO
PARKING
SIGN
1
C7.0
NO PARKING SIGN1
C7.0
STOP SIGN (MUTCD R1-1)
STOP BAR
STOP BAR
NO
PARKING
SIGN
1
C7.0
NO PARKING SIGN 1
C7.0
1
C7.2
1
C7.2
REPLACE EXISTING BARRIER WITH
PERMANENT END OF ROAD
BARRICADE TYPE III
16 LF
3
C7.1
15'
5'
16'
REPLACE EXISTING BARRIER WITH
PERMANENT END OF ROAD
BARRICADE TYPE III
15 LF
3
C7.1
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
C7.0SIGNING & CHANNELIZATION
PLAN
C7.0
C7.0
37
SE 5TH PL
Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-CHAN.dwgTRO-41-4278T-427802
1 NOT TO SCALE
NO PARKING SIGNAGE
NOTE:
1.SIGN TO BE MUTCD R7-1.
2.ORIENT NO PARKING SIGN AT 45 DEGREES FROM STREET.
3.NO PARKING SIGN TO BE BANDED TO STREET LIGHT POLE (WHERE
APPLICABLE); WITH BLACK BRACKETS TO MATCH LIGHT POLE.
4.100' SEPARATION BETWEEN SIGNS.
5.USE DOUBLE ARROW NO PARKING SIGN AT ALL LOCATIONS EXCEPT ON
STOP SIGN. USE RIGHT ARROW ONLY NEAR STOP SIGN.
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
C7.1SIGNING & CHANNELIZATION
NOTES & DETAILS
C7.1
C7.1
38Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-CHAN.dwg1 NOT TO SCALE
SIGN MOUNTING ON SINGLE METAL POST 2 NOT TO SCALE
POST MOUNTED STREET NAME SIGNS 3 NOT TO SCALE
ROADWAY BARRICADESTRO-41-4278T-427803
30 IN. x 30 IN. SIGN
"THIS ROAD TO BE EXTENDED IN THE FUTURE".
4 IN. MIN. TEXT HEIGHT, BLACK LETTERS ON
WHITE BACKGROUND TYPE IV REFLECTIVE
SHEETING
10/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
RECORD DRAWINGS
AHBL JOB #2221005.10
39
Know what's below.
before you dig.Call
R C23004636LUA22-000122PR22-000109R-____
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS
NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
10/06/2025
C7.2SIGNING & CHANNELIZATION
NOTES & DETAILS
C7.2
C7.2
39Q:\2022\2221005\10_CIV\CAD\RECORD DRAWINGS\20251002 SiteDevelopment\2221005-SH-CHAN.dwgTRO-41-4278T-427804
1 NOT TO SCALE
STOP BAR
10/24/2025
GENERAL NOTES1.SEE SPECIFICATIONS SHEET L3.0 FOR PLANT MATERIAL, TOP SOIL AND PLANTING MIX TYPES ANDDEPTH, MULCHING, SOIL AMENDMENTS, FERTILIZERS AND WARRANTIES.2.PLANTING SHALL CONFORM TO ALL CITY OF RENTON CODE REQUIREMENTS, INCLUDINGPRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS.3.CONTRACTOR SHALL VERIFY ON-SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION.4.THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS ANDNOTES.ABVABOVEADJADJACENTALTALTERNATEALNALIGNAPPRXAPPROXIMATEARCHARCHITECTURALASPHASPHALTASTMAMERICAN SOCIETY FOR TESTING ANDMATERIALSBLDGBUILDINGBOBY OTHERSBOTBOTTOMBSBOTH SIDESCBCATCH BASINCICAST IRONCLCENTERLINECLRCLEARCMUCOCLEAN OUTCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONSTCONTCONTINUOUSCONSTRUCTIONCTRCENTERDBLDOUBLEDEMODETDETAILDEMOLISH / DEMOLITIONDIADIMDIMENISIONDIAMETERDSDOWNSPOUTEAEACHEJEXPANSION JOINTELECELECTRICALELEVELEVATIONENCLENCLOSUREEQUIPEQUIPMENTEWEACH WAYEXISTEXISTINGFBOFURNISHED BY OWNERFOCFACE OF CONCRETEFTGFOOTINGFURNFURNITURE/ FURNISHEDGAGAUGEGALVGALVANIZEDGCGENERAL CONTRACTORGNDGROUNDHORHORIZONTALHRHOURHT/HHVACHEATING, VENTILATING & AIR CONDITIONINGHEIGHT / HIGHIDINSIDE DIAMETERINFOINFORMATIONINTINTERIORMASMASONRYMATMATERIALMAXMAXIMUMMECHMEDMEDIUMMECHANICALMET/MTLMETALMFRMANUFACTURERMHMINMINUMUMMANHOLEMISCMISCELLANEOUSMIXMIXTURENN/ANOT APPLICABLENORTHNONUMBERNOMNTSNOT TO SCALENOMINALNICNOT IN CONTRACTOCON CENTERODOUTSIDE DIAMETEROHOVERHEADINCLINCLUDINGPCPORTLAND CEMENT/PRECAST CONCRETEPOLYPOLYETHYLENEPTPRESSURE TREATEDPVCPOLYVINYL CHLORIDEQUALQUALITYRAD/rRADIUSRDROOF DRAINREBARREINFORCING BARREQDREVREVISE / REVISIONSCHSCHEDULESECTSECTIONSPECSQSQUARESPECIFICATIONSTSTONESTASTATIONSTDSTANDARDSTLSTEELSYMSYMMETRICALSHTSHEETSTRUCTSTRUCTURALTEMPTEMPORARYTOCTOP OF CONCRETETOSTOP OF SLAB/ STEELTOW/TWTOP OF WALLTYPTYPICALTHKTHICKNESSUNOUNLESS NOTED OTHERWISEV(V)VERIFYVENT / VOLT/ VALVEVERTVERTICALVOLVOLUMEREFREFER OR REFERENCESSSANITARY SEWER / STAINLESS STEELTTREAD / THICKTCTOP OF CURBREINFREMREMOVEREINFORCED / REINFORCINGREPLREQUIREDREPLACEXFMRTRANSFORMERCFCICONTRACTOR FURNISHED CONTRACTOR INSTALLEDBMBENCH MARKCJCONTROL JOINTGVGATE VALVEFGFINISH GRADEFSFINISHED SURFACEDWGDRAWINGFDCFIRE DEPARTMENT CONNECTIONPLPROPERTY LINECPCOORDINATES POINT / CENTER POINTSDSTORM DRAINS/WSIDEWALK&AND<@ATANGLE#NUMBERCENTERLINEPROPERTY LINEPLUS OR MINUSROWRIGHT-OF-WAY LINE℄⅊DIAMETER∅±BIOBIO-INFILTRATIONCIPCCAST-IN-PLACE CONCRETEEOPEDGE OF PAVEMENTFOWFACE OF WALLCALCALIPERDBHDIAMETER AT BREAST HEIGHTQTYQUANTITYPAPLANTING AREAABBREVIATIONSMATCHLINEPROJECT LIMIT / LIMITS OF WORKPROPERTY LINE / RIGHT-OF-WAYBUILDING SETBACKCENTER LINEOVERHEAD BUILDING OR CANOPYEXISTING STRUCTUREPROPOSED STRUCTUREGENERAL SYMBOLS LEGENDAREA OF ENLARGEMENTDETAIL REFERENCEELEVATIONSECTIONALIGN (FACES OR EDGES)BREAK LINEREVISION NUMBERREVISION CLOUDGRAPHIC SYMBOLS LEGENDSHEET LISTXX00CODE SUMMARY TABLEXX00XX001ALIGNRENTON MUNICIPAL CODECALCULATIONSREQUIREDPROVIDEDTREE RETENTIONSEE SHEET L0.1SEE SHEET L0.1SEE SHEET L0.1TREE REPLACEMENTSEE SHEET L1.0SEE SHEET L1.0SEE SHEET L1.0CITY 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 Know what'sbelow.before you dig.CallRC22000505LUA:21-000014PR:20-000015R-____MAPLE HIGHLANDSRECORD DRAWINGSAHBL JOB #2221005.10L0.0COVER SHEETL0.1TREE RETENTION PLANL1.0OVERALL LANDSCAPE PLANL1.1LANDSCAPE PLANL1.2LANDSCAPE PLANL1.3LANDSCAPE DETAILSL2.0OVERALL IRRIGATION PLANL2.1IRRIGATION PLANL2.2IRRIGATION PLANL2.3IRRIGATION NOTES & SCHEDULESL2.4IRRIGATION DETAILSL3.0SHEET SPECIFICATIONSTED-40-4278WWP-27-4278TRO-41-4278
S-427810T-427805R-4278xx10/27/202527THESE RECORD DRAWINGS HAVE BEEN PREPAREDBASED ON INFORMATION SUBMITTED, IN PART, BYOTHERS. WHILE THIS INFORMATION IS BELIEVEDTO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLEFOR ITS ACCURACY, OR ERROR OR OMISSIONSWHICH MAY HAVE BEEN INCORPORATED INTO THISDOCUMENT AS A RESULT. THOSE RELYING ON THISRECORD DOCUMENT ARE ADVISED TO OBTAININDEPENDENT VERIFICATION OF ITS ACCURACYBEFORE APPLYING IT FOR ANY PURPOSE.RECORD NOTE
PROP LINEXXXXX92939510294XXXXX96979899100101XX103104XXX84XXX838586XXXXXXXX109108107106105XXXXXX8281XXXX80797877XX7675XXXXXX747372717069XX6867XXXXXX666564636261N104N103XX115114113112XX110111XXXN128N127N1268788899091XXXXXXXXXXXXXXXXXXX120121122123119118117116XXXXXXXX36373534333231381234567TREERETENTIONTRACTSTORMWATERTRACT, SEECIVILPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE1463400022BETTES MARVINOFFSITETREE, TYP.RIGHT OFWAY, TYP.EXISTINGSIGNIFICANTTREES TO BEREMOVED, TYP.EXISTING R.O.W.TREES TO BEREMOVED WITHFRONTAGEIMPROVEMENTS.BUILDINGSETBACK, TYP.EXISTING TREE WITHINPROPOSED R.O.W. TO BEREMOVED, TYP.4445X47464849505152535457605958XXX5556XXXXXXXN101XXXX39404243X4189101112131415161718192021222324252627282930XXN125N124N123N122N121N120N119XN118XN105XN106XN113XN112123456798101112XN117XN116XN115XN114XXXXXN111N110N109N108N107XXXXXXXXXXXXXXCITY 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 Know what'sbelow.before you dig.CallRC22000505LUA:21-000014PR:20-000015R-____MAPLE HIGHLANDSRECORD DRAWINGSAHBL JOB #2221005.10GRAPHIC SCALE04080 FEET1" = 40 FEET20LEGENDEXISTING TREES TO REMAINEXISTING TREES TO BEREMOVEDTREE PROTECTION FENCING - SEE CIVIL SHEET C2.3 DETAIL 3.SEE AMERICAN FOREST MANAGEMENT ARBORIST REPORT FOR TREE PROTECTION MEASURESPROPERTY LINETREE IDXX26TREE RETENTION CALCULATIONSTREE RETENTION CALCULATIONS1.SEE AMERICAN FOREST MANAGEMENT TREE PROTECTION REPORT FOR THE FOLLOWING:··FULL TREE SUMMARY TABLE .··TREE RISK ASSESSMENT REPORT.··INFORMATION ON INDIVIDUAL TREES.2.SEE PLANTING PLAN SHEETS L1.0-L1.2 FOR REPLACEMENT TREE PLAN.3.TREE PROTECTION FENCING TO REMAIN IN PLACE UNTIL TIME OF SOIL PLACEMENT AND PLANTING. WORK WITHIN TREE PROTECTIONFENCING SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT AND COMPLETION OF WORK4.ALL UNHEALTHY, INSIGNIFICANT, AND NUISANCE TREES ARE EXCLUDED FROM THE PLAN SET AND CALCULATION. FOR MOREINFORMATION ON THOSE TREES, PLEASE REFER TO THE ARBORIST REPORT.TED-40-4278
R-4278xxTHESE RECORD DRAWINGS HAVE BEEN PREPAREDBASED ON INFORMATION SUBMITTED, IN PART, BYOTHERS. WHILE THIS INFORMATION IS BELIEVEDTO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLEFOR ITS ACCURACY, OR ERROR OR OMISSIONSWHICH MAY HAVE BEEN INCORPORATED INTO THISDOCUMENT AS A RESULT. THOSE RELYING ON THISRECORD DOCUMENT ARE ADVISED TO OBTAININDEPENDENT VERIFICATION OF ITS ACCURACYBEFORE APPLYING IT FOR ANY PURPOSE.RECORD NOTE10/27/202527
PROP LINE152ND AVE SESE 5TH PLACE153RD AVE SE
SE 5TH PLACE154TH AVE SEPROPERTY LINEPROPERTY LINEPROPERTY LINEFG: 376.74GRAPHIC SCALE04080 FEET1" = 40 FEET20CITY 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 Know what'sbelow.before you dig.CallRC22000505LUA:21-000014PR:20-000015R-____MAPLE HIGHLANDSRECORD DRAWINGSAHBL JOB #2221005.10GENERAL LANDSCAPE NOTES1.SEE SPECIFICATIONS SHEET L3.0 FOR PLANT MATERIAL, TOP SOIL AND PLANTING MIX TYPES ANDDEPTH, MULCHING, SOIL AMENDMENTS, FERTILIZERS AND WARRANTIES.2.NEW PLANTING TO BE IRRIGATED FROM JUNE 15 TO OCT 15 FOR FIRST GROWING SEASON, OR UNTILESTABLISHED, WHICHEVER IS LONGER. PROVIDE WATER BAGS AT TREES, AND ABOVE GROUNDSPRAY IRRIGATION ON TIMERS FROM BACKFLOW PREVENTERS SHOWN ON PLAN.3.THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANYPLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUALNUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTORSHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANSAND ESTIMATING GROUNDCOVER QUANTITIES.4.THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBSAND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTEDGROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALLPLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYINGOF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL ATTHE SITE.5.SEE L1.3 SHEET FOR PLANT SCHEDULE AND PLANTING DETAILS.L1.1L1.2TREE DENSITY CALCULATIONSLOTLOT SIZEMIN. SIGNIFICANTTREES REQUIREDNEW TREES(2" CALIPER)RETAINEDTREESTOTAL TREESCOMPLIANT111,580 SQ FT5505YES210,042 SQ FT4404YES39,652 SQ FT4404YES410,453 SQ FT4504YES510,100 SQ FT4404YES69,019 SQ FT4404YES79,076 SQ FT4404YES89,199 SQ FT4404YES99,201 SQ FT4404YES109,053 SQ FT441014YES119,973 SQ FT4404YES1210,376 SQ FT4404YESR-4278xxTED-40-4278THESE RECORD DRAWINGS HAVE BEEN PREPAREDBASED ON INFORMATION SUBMITTED, IN PART, BYOTHERS. WHILE THIS INFORMATION IS BELIEVEDTO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLEFOR ITS ACCURACY, OR ERROR OR OMISSIONSWHICH MAY HAVE BEEN INCORPORATED INTO THISDOCUMENT AS A RESULT. THOSE RELYING ON THISRECORD DOCUMENT ARE ADVISED TO OBTAININDEPENDENT VERIFICATION OF ITS ACCURACYBEFORE APPLYING IT FOR ANY PURPOSE.RECORD NOTE10/27/202527
PROP LINESE 5TH PLACE153RD AVE SE
152ND AVE SE PROPERTY LINEPROPERTY LINEPROPERTY LINEHYDRANT, TYP.SEE CIVIL.TREE RETENTION TRACTLOT 7LOT 6LOT 5LOT 10LOT 9LOT 8GUARDRAIL, TYP.SIGHT DISTANCETRIANGLE, TYP.CITY 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 Know what'sbelow.before you dig.CallRC22000505LUA:21-000014PR:20-000015R-____MAPLE HIGHLANDSRECORD DRAWINGSAHBL JOB #2221005.10MATCHLINE - SEE SHEET L1.2GRAPHIC SCALE02040 FEET1" = 20 FEET10LEGENDPROPERTY LINE / RIGHT-OF-WAYBUILDING SETBACKSTREET TREE ROOT BARRIERWALL, SEE CIVILEXISTING FENCINGLIGHT STANDARD, SEE CIVIL.CONCRETE PAVING, SEE CIVILEXISTING TREE TO REMAIN6L1.3NOTES1.STREET TREE PLANTING IS APPROXIMATE. ADJUST ASNEEDED DUE TO CONFLICT WITH UTILITIES, DRIVEWAYS,AND/OR OTHER OBSTRUCTIONS ENCOUNTERED. ROOTBARRIER TO BE USED WITHIN ALL PLANTER STRIPSCONTAINING STREET TREES.2.TREES TO BE OFFSET:10' MINIMUM FROM STORMWATER PIPES AND STRUCTURES5' MINIMUM FROM OTHER UTILITY PIPES AND STRUCTURES.10' FROM LIGHT POLESA LICENSED CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS PRIOR TO PLANTING TREES, AFTERUTILITY INSTALLATION.3.ALL PLANT MATERIAL SHALL MEET THE MOST RECENTAMERICAN STANDARDS FOR NURSERY PLANT STOCK.4.LANDSCAPE EXTENTS APPROXIMATE. ALL DISTURBEDAREAS SHOULD BE RESTORED TO PRE-CONSTRUCTIONCONDITIONS OR BETTER.5.ALL PLANTING AREAS TO RECEIVE 3" DEPTH MULCH. SEESHEET L3.0 FOR SOIL SPECIFICATIONS.6.SEE L0.0 FOR TREE RETENTION PLAN.7.SEE L1.3 FOR PLANTING DETAILS.R-4278xxTED-40-4278THESE RECORD DRAWINGS HAVE BEEN PREPAREDBASED ON INFORMATION SUBMITTED, IN PART, BYOTHERS. WHILE THIS INFORMATION IS BELIEVEDTO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLEFOR ITS ACCURACY, OR ERROR OR OMISSIONSWHICH MAY HAVE BEEN INCORPORATED INTO THISDOCUMENT AS A RESULT. THOSE RELYING ON THISRECORD DOCUMENT ARE ADVISED TO OBTAININDEPENDENT VERIFICATION OF ITS ACCURACYBEFORE APPLYING IT FOR ANY PURPOSE.RECORD NOTE10/27/202527
SE 5TH PLACE153RD AVE SE
154TH AVE SEPROPERTY LINEPROPERTY LINEGRAVELDISPERSIONTRENCH, SEECIVIL.GRAVELDISPERSIONTRENCH, SEE CIVIL.FRENCH DRAIN,SEE CIVIL.POND ACCESSROAD, SEE CIVIL.LOT 2LOT 1LOT 3LOT 4LOT 11LOT 1238538438638738538338438638738
0
37
9FG: ???RETAINING WALL,SEE CIVIL.SIGHT DISTANCETRIANGLE, TYP.CITY 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 Know what'sbelow.before you dig.CallRC22000505LUA:21-000014PR:20-000015R-____MAPLE HIGHLANDSRECORD DRAWINGSAHBL JOB #2221005.10MATCHLINE - SEE SHEET L1.1GRAPHIC SCALE02040 FEET1" = 20 FEET10LEGENDPROPERTY LINE / RIGHT-OF-WAYBUILDING SETBACKSTREET TREE ROOT BARRIERWALL, SEE CIVILEXISTING FENCINGLIGHT STANDARD, SEE CIVIL.CONCRETE PAVING, SEE CIVILEXISTING TREE TO REMAIN6L1.3NOTES1.STREET TREE PLANTING IS APPROXIMATE. ADJUST ASNEEDED DUE TO CONFLICT WITH UTILITIES, DRIVEWAYS,AND/OR OTHER OBSTRUCTIONS ENCOUNTERED. ROOTBARRIER TO BE USED WITHIN ALL PLANTER STRIPSCONTAINING STREET TREES.2.TREES TO BE OFFSET:10' MINIMUM FROM STORMWATER PIPES AND STRUCTURES5' MINIMUM FROM OTHER UTILITY PIPES AND STRUCTURES.10' FROM LIGHT POLESA LICENSED CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS PRIOR TO PLANTING TREES, AFTERUTILITY INSTALLATION.3.ALL PLANT MATERIAL SHALL MEET THE MOST RECENTAMERICAN STANDARDS FOR NURSERY PLANT STOCK.4.LANDSCAPE EXTENTS APPROXIMATE. ALL DISTURBEDAREAS SHOULD BE RESTORED TO PRE-CONSTRUCTIONCONDITIONS OR BETTER.5.ALL PLANTING AREAS TO RECEIVE 3" DEPTH MULCH. SEESHEET L3.0 FOR SOIL SPECIFICATIONS.6.SEE L0.0 FOR TREE RETENTION PLAN.7.SEE L1.3 FOR PLANTING DETAILS.STORMWATER TRACT, SEE CIVILR-4278xxTED-40-4278
THESE RECORD DRAWINGS HAVE BEEN PREPAREDBASED ON INFORMATION SUBMITTED, IN PART, BYOTHERS. WHILE THIS INFORMATION IS BELIEVEDTO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLEFOR ITS ACCURACY, OR ERROR OR OMISSIONSWHICH MAY HAVE BEEN INCORPORATED INTO THISDOCUMENT AS A RESULT. THOSE RELYING ON THISRECORD DOCUMENT ARE ADVISED TO OBTAININDEPENDENT VERIFICATION OF ITS ACCURACYBEFORE APPLYING IT FOR ANY PURPOSE.RECORD NOTE10/27/202527
SYMBOLCODEBOTANICAL NAMECOMMON NAMECALIPER/HEIGHTQTYTREESPAPLATANUS X ACERIFOLIAYARWOOD PLANE TREE2" CAL13PDPSEUDOTSUGA MENZIESIIDOUGLAS FIR6` HT.6TGTHUJA PLICATAWESTERN RED CEDAR6` HT.8TCTILIA CORDATALITTLELEAF LINDEN2" CAL11TH4TSUGA HETEROPHYLLAWESTERN HEMLOCK6` HT.8SYMBOLCODEBOTANICAL NAMECOMMON NAMEPLANT SIZESPACINGQTYGROUND COVERSLOW-GROWING TURF SEED MIX7,508 SFFBFESTUCA BREVIPILAHARD FESCUESEED25%1,877 SFFSFESTUCA OVINASHEEP FESCUESEED30%2,252 SFFRFESTUCA RUBRA RUBRACREEPING RED FESCUESEED25%1,877 SFKMKOELERIA MACRANTHAPRAIRIE JUNEGRASSSEED20%1,502 SF3` INUNDATION WETPOND MIX3,662 SFCACAREX AQUATILISWATER SEDGE1 GAL25% @ 24" o.c.238COCAREX OBNUPTASLOUGH SEDGE1 GAL25% @ 24" o.c.238SASCHOENOPLECTUS ACUTUSHARDSTEM BULRUSH1 GAL25% @ 24" o.c.238STSCHOENOPLECTUS TABERNAEMONTANISOFTSTEM BULRUSH1 GAL25% @ 24" o.c.2385` INUNDATION WETPOND MIX412 SFNSNUPHAR POLYSEPALUMSPATTERDOCK1 GAL50% @ 24" o.c.54NTNYMPHAEA ODORATA TUBEROSAWHITE WATER LILY1 GAL50% @ 24" o.c.54STORMWATER SCREENING MIX5,994 SFGSGAULTHERIA SHALLONSALAL1 GAL33% @ 36" o.c.231PM3POLYSTICHUM MUNITUMWESTERN SWORD FERN1 GAL33% @ 36" o.c.231VOVACCINIUM OVATUMEVERGREEN HUCKLEBERRY1 GAL33% @ 36" o.c.231LOW NATIVE MIX1,195 SFAUARCTOSTAPHYLOS UVA-URSIKINNIKINNICK1 GAL50% @ 24" o.c.155PM2POLYSTICHUM MUNITUMWESTERN SWORD FERN1 GAL50% @ 36" o.c.69LAWNTHTURF HYDROSEEDDROUGHT TOLERANT FESCUE BLENDHYDROSEED12,765 SFPLANT SCHEDULECITY 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 Know what'sbelow.before you dig.CallRC22000505LUA:21-000014PR:20-000015R-____MAPLE HIGHLANDSRECORD DRAWINGSAHBL JOB #2221005.10ROOTBALL1" = 1'-0"REMOVE WIRE BASKET (NOEXCEPTIONS) AND ANYOTHER SYNTHETIC MATERIALFROM ROOTBALL. CUT BACKAND REMOVE BURLAP FROMTOP AND SIDE OF ROOTBALL.SET BALL ON COMPACTEDSOIL MOUND TO PREVENTSETTLING.NOTES:1.TREES PLANTED TOO DEEP WITHOUT EXPOSING ROOT FLARE WILL BEREJECTED AND SHALL BE REMOVED AND REPLANTED AT PROPER DEPTH.2.REPLACEMENT OR REPLANTING OF REJECTED TREES WILL BE DONE AT THECONTRACTOR'S EXPENSE.3.REMOVE EXCESS SOIL THAT MAY HAVE ACCUMULATED ABOVE THE TRUNKFLARE PRIOR TO DIGGING AT NURSERY. EXPOSE AND LOCATE TRUNK FLAREPRIOR TO PLANTING.4.PRUNE ANY GIRDLING OR ADVENTITIOUS ROOTS PRIOR TO BACKFILLING.TRUNK FLAREBOTTOM OF TRUNK FLARE.LOCATE BOTTOM OF TRUNK FLARE 1" MIN.ABOVE ADJACENT FINISH GRADE.1" MIN.ROOTBALL MULCH LAYER, HOLD OFFFROM TREE TRUNKFINISH GRADEP-3-MPH-291NOTES:1.TREES NOT PLANTED IN CONFORMANCE WITH THISDETAIL WILL BE REJECTED BY THE LANDSCAPEARCHITECT. REPLACEMENT OF REJECTED TREES WILLBE DONE AT THE CONTRACTOR'S EXPENSE.2.PLANTING INCLUDES REMOVAL OF STAKES ONE YEARAFTER INSTALLATION.3"-4" HIGH WATERING RINGSCARIFY SIDES OF PLANTING PIT3" MULCH. NO MULCH AGAINST TRUNKBACKFILL WITH EXISTING SOILDO NOT DISTURB SUBGRADE BELOWROOTBALL TO REDUCE SETTLING.3X ROOTBALLAT TIME OF PLANTING,TRIM DAMAGEDBRANCHES.DRIVE STAKES 6"-12"INTO UNDISTURBEDSOIL BELOWROOTBALLDRIVE STAKES ATROOTBALL EDGEAPPROVED TREE TIEMATERIAL SET LOOSETO ALLOW FORTRUNK GROWTHSTAKE TREE WITHTWO 2"X2"X8' STAKESSPREAD ACROSSFROM EACH OTHER.ROOTBALLCONIFEROUS TREE PLANTING3/8" = 1'-0"2NOTE:1.TREES NOT PLANTED IN CONFORMANCEWITH THIS DETAIL WILL BE REJECTED BYTHE LANDSCAPE ARCHITECT.REPLACEMENT OF REJECTED TREESWILL BE DONE AT THE CONTRACTOR'SEXPENSE.3"-4" HIGH WATERING RINGSCARIFY SIDES OF PLANTING PIT3" MULCH. NO MULCH AGAINSTTRUNKBACKFILL WITH EXISTING SOILDO NOT DISTURB SUBGRADEBELOW ROOTBALL TO REDUCESETTLING.3X ROOTBALLAT TIME OF PLANTING, TRIMDAMAGED BRANCHES.DECIDUOUS TREE PLANTING3/8" = 1'-0"DRIVE STAKES 6"-12" INTOUNDISTURBED SOIL BELOWROOTBALLDRIVE STAKES ATROOTBALL EDGEAPPROVED TREE TIE MATERIALSET LOOSE TO ALLOW FORTRUNK GROWTHSTAKE TREE WITH TWO 2"X2"X8'STAKES SPREAD ACROSS FROMEACH OTHER3P-3-MPH-70SHRUB PLANTINGNTS3" MULCH.NO MULCH AGAINSTTHE BASE OF THEPLANTBACKFILL WITHEXCAVATED SOILREMOVE BURLAPFROM TOP AND SIDESOF ROOT BALL DOWNINTO GROUND. SETTOP OF BALL FLUSHWITH FINISH GRADE.SCARIFYSIDES OFPLANTING PITLOOSEN / PULL OUT ROOTSFROM CONTAINER GROWNPLANTS4P-3-MPH-04NOTE:1.ALL GROUNDCOVER TO BE PLANTEDAT EQUAL TRIANGULAR SPACING PERO.C. SPACING ON LEGEND.2X ROOTBALL3" OF MULCH.NO MULCH AGAINSTTHE BASE OF THEPLANTBACKFILL WITHEXCAVATED SOIL.WATER THOROUGHLY.GROUNDCOVER PLANTING PLANSPACINGAS SPECIFIED12" MINFROM CURBSPACING X .86 FORTRIANGULAR PATTERNGROUNDCOVER PLANTING1/2" = 1'-0"5P-3-MPH-661L1.3ROOT BARRIER1/2" = 1'-0"ADJACENT SIDEWALK, SEE CIVILUB 24-2 ROOT BARRIER BY DEEPROOT OR EQUIVALENT.HOLD 1/2" ABOVE FINISH GRADENOTES:1.SEE MATERIALS PLAN FOR LOCATIONS2.INSTALL PER MANUFACTURER'S INSTRUCTIONS.2'-0"LOCATE ROOT BARRIER WITHVERTICAL RIBS FACING TREEROOTSP-3-MPH-756R-4278xxTED-40-4278
THESE RECORD DRAWINGS HAVE BEEN PREPAREDBASED ON INFORMATION SUBMITTED, IN PART, BYOTHERS. WHILE THIS INFORMATION IS BELIEVEDTO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLEFOR ITS ACCURACY, OR ERROR OR OMISSIONSWHICH MAY HAVE BEEN INCORPORATED INTO THISDOCUMENT AS A RESULT. THOSE RELYING ON THISRECORD DOCUMENT ARE ADVISED TO OBTAININDEPENDENT VERIFICATION OF ITS ACCURACYBEFORE APPLYING IT FOR ANY PURPOSE.RECORD NOTE10/27/202527
PROP LINE152ND AVE SESE 5TH PLACE153RD AVE SE
154TH AVE SEPROPERTY LINEPROPERTY LINEPROPERTY LINEBF2"2"2"GRAPHIC SCALE04080 FEET1" = 40 FEET20CITY 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 Know what'sbelow.before you dig.CallRC22000505LUA:21-000014PR:20-000015R-____MAPLE HIGHLANDSRECORD DRAWINGSAHBL JOB #2221005.101.NO SUBSTITUTIONS OF EQUIPMENT OR DESIGN CHANGES SHALL BE PERMITTED UNLESS APPROVED BY THEOWNER.2.IRRIGATION LINES AND VALVES MAY BE SHOWN IN HARD SURFACE AREAS OR OUTSIDE LANDSCAPE AREAS FORGRAPHIC CLARITY. LOCATE ALL IRRIGATION LINES IN LANDSCAPE AREAS OR IN SLEEVES UNDER PAVEMENT.3.IRRIGATION CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDERHARD SURFACES WITH RESPECTIVE CONTRACTORS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, TESTS, AND INSPECTIONS REQUIRED FORTHE IRRIGATION SYSTEM.5.CALL FOR LOCATES PRIOR TO DIGGING AT 811. CONTRACTOR IS RESPONSIBLE TO VERIFY UTILITY LOCATIONS.IF UTILITIES ARE DAMAGED IN THE COURSE OF WORK, CONTRACTOR SHALL INFORM THE OWNER AND MAKEANY REPAIRS REQUIRED, AT NO COST TO THE OWNER.6.ALL SLEEVING SHALL BE MARKED, SEALED AND STAKED. ALL SLEEVES SHALL BE TWICE THE SIZE OF OF THELINE OR COMBINED LINES. MINIMUM SLEEVE SIZE SHALL BE 4-INCHES IF LOCATED UNDER ROADWAY OR DRIVEAISLE.7.COORDINATE SLEEVING LOCATIONS WITH ELECTRICAL CONDUIT.8.SPLICE CONTROL WIRES WITHIN VALVE BOXES ONLY, USING 3M-DBY, OR APPROVED SPLICE KITS, AND PROVIDEA 24" EXPANSION LOOP FOR ALL CONTROL WIRES WITHIN EACH VALVE BOX. KEEP WIRE SPLICES TO A MINIMUM.PROVIDE CLEAN WIRE CUTS WITH NEW SPLICE KITS AT ALL SPLICES INCLUDING ANY SPLICE THAT ISDISCONNECTED AND RECONNECTED FOR ANY REASON OR PERIOD OF TIME.9.VALVE BOXES SHALL BE COMMERCIAL-GRADE POLYETHYLENE OR HDPE AND SUITABLE FOR LIGHT DUTYAPPLICATIONS.10.INSTALLER TO ADJUST ALL ZONE CONTROL VALVES TO THE CORRECT OPERATING PRESSURE. SEE VALVESCHEDULE FOR OPERATING PSI.11.VERIFY AT LEAST A 15PSI DIFFERENCE BETWEEN PRS DEVICES. IF PRESSURE DIFFERENCES IS LESS THAN15PSI, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY.12.CONTRACTOR SHALL HAND TRENCH IRRIGATION DITCHES WHEN WITHIN 20 FEET, OR WITHIN A DELINEATEDROOT PROTECTION ZONE, OF EXISTING TREES TO REMAIN. AVOID CUTTING ANY ROOTS OVER 3" - 4" INDIAMETER WITHIN THE ROOT PROTECTION ZONE.13.INSTALLER SHALL BE RESPONSIBLE FOR KEEPING EXACT ACCURATE NOTES AND "AS-BUILTS" FOR THECREATION OF THE "RECORD DRAWINGS" OF THE INSTALLED SYSTEM.14.CONTRACTOR SHALL PROVIDE IRRIGATION MAINTENANCE THROUGH THE PLANT ESTABLISHMENT PERIODINCLUDING WINTERIZATION(S) AND SPRING START-UP(S).GENERAL IRRIGATION NOTESR-4278xxTED-40-4278THESE RECORD DRAWINGS HAVE BEEN PREPAREDBASED ON INFORMATION SUBMITTED, IN PART, BYOTHERS. WHILE THIS INFORMATION IS BELIEVEDTO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLEFOR ITS ACCURACY, OR ERROR OR OMISSIONSWHICH MAY HAVE BEEN INCORPORATED INTO THISDOCUMENT AS A RESULT. THOSE RELYING ON THISRECORD DOCUMENT ARE ADVISED TO OBTAININDEPENDENT VERIFICATION OF ITS ACCURACYBEFORE APPLYING IT FOR ANY PURPOSE.RECORD NOTE10/27/202527
PROP LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE736.21"35.991"1019.81"CITY 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 Know what'sbelow.before you dig.CallRC22000505LUA:21-000014PR:20-000015R-____MAPLE HIGHLANDSRECORD DRAWINGSAHBL JOB #2221005.10MATCHLINE - SEE SHEET L2.2GRAPHIC SCALE02040 FEET1" = 20 FEET10LEGENDPROPERTY LINE / RIGHT-OF-WAYBUILDING SETBACKWALL, SEE CIVILEXISTING FENCINGLIGHT STANDARD, SEE CIVIL.CONCRETE PAVING, SEE CIVILEXISTING TREE TO REMAIN1.SEE L2.3 FOR IRRIGATION SCHEDULE.2.SEE L2.4 FOR IRRIGATION DETAILS.NOTESR-4278xxTED-40-4278THESE RECORD DRAWINGS HAVE BEEN PREPAREDBASED ON INFORMATION SUBMITTED, IN PART, BYOTHERS. WHILE THIS INFORMATION IS BELIEVEDTO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLEFOR ITS ACCURACY, OR ERROR OR OMISSIONSWHICH MAY HAVE BEEN INCORPORATED INTO THISDOCUMENT AS A RESULT. THOSE RELYING ON THISRECORD DOCUMENT ARE ADVISED TO OBTAININDEPENDENT VERIFICATION OF ITS ACCURACYBEFORE APPLYING IT FOR ANY PURPOSE.RECORD NOTE10/27/202527
PROPERTY LINEPROPERTY LINEBF19.711"27.241"16.651"27.661"6.1181"2"24.921"328.71"2"1135.81"1235.51"2"CITY 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 Know what'sbelow.before you dig.CallRC22000505LUA:21-000014PR:20-000015R-____MAPLE HIGHLANDSRECORD DRAWINGSAHBL JOB #2221005.10MATCHLINE - SEE SHEET L2.1GRAPHIC SCALE02040 FEET1" = 20 FEET101.SEE L2.3 FOR IRRIGATION SCHEDULE.2.SEE L2.4 FOR IRRIGATION DETAILS.1L2.4DCVA BACKFLOWASSEMBLY - BRASSWATER METER, SEE CIVILLEGENDPROPERTY LINE / RIGHT-OF-WAYBUILDING SETBACKSTREET TREE ROOT BARRIERWALL, SEE CIVILEXISTING FENCINGLIGHT STANDARD, SEE CIVIL.CONCRETE PAVING, SEE CIVILEXISTING TREE TO REMAIN6L1.3NOTESR-4278xxTED-40-4278
THESE RECORD DRAWINGS HAVE BEEN PREPAREDBASED ON INFORMATION SUBMITTED, IN PART, BYOTHERS. WHILE THIS INFORMATION IS BELIEVEDTO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLEFOR ITS ACCURACY, OR ERROR OR OMISSIONSWHICH MAY HAVE BEEN INCORPORATED INTO THISDOCUMENT AS A RESULT. THOSE RELYING ON THISRECORD DOCUMENT ARE ADVISED TO OBTAININDEPENDENT VERIFICATION OF ITS ACCURACYBEFORE APPLYING IT FOR ANY PURPOSE.RECORD NOTE10/27/202527
SYMBOLMANUFACTURER/MODEL/DESCRIPTIONPSIRAIN BIRD 1804-SAM-PRS 8 SERIES MPRTURF SPRAY 4.0IN. POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITHSEAL-A-MATIC CHECK VALVE. PRESSURE REGULATING.30RAIN BIRD 1804-SAM-PRS 10 SERIES MPRTURF SPRAY 4.0IN. POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITHSEAL-A-MATIC CHECK VALVE. PRESSURE REGULATING.30RAIN BIRD 1804-SAM-PRS 12 SERIES MPRTURF SPRAY 4.0IN. POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITHSEAL-A-MATIC CHECK VALVE. PRESSURE REGULATING.30RAIN BIRD 1804-SAM-PRS 15 SERIES MPRTURF SPRAY 4.0IN. POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITHSEAL-A-MATIC CHECK VALVE. PRESSURE REGULATING.30RAIN BIRD 1804-SAM-PRS ADJTURF SPRAY 4.0IN. POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITHSEAL-A-MATIC CHECK VALVE. PRESSURE REGULATING.30SYMBOLMANUFACTURER/MODEL/DESCRIPTIONHUNTER PGV-100JT-G1IN. PLASTIC ELECTRIC REMOTE CONTROL VALVE, GLOBECONFIGURATION, WITH JAR TOP, FOR RESIDENTIAL USE.NO FLOW CONTROL. INLET/OUTLET: FEMALE NPTTHREADS.SHUT OFF VALVEPVC BALL VALVEZURN 350XL 1"DOUBLE CHECK VALVE ASSEMBLY W/ EZSWAP INSERT.WATER METER 1"IRRIGATION LATERAL LINE: PVC SCHEDULE 40IRRIGATION MAINLINE: PVC SCHEDULE 40PIPE SLEEVE: PVC SCHEDULE 40BFIRRIGATION SCHEDULENUMBERMODELSIZETYPEGPMPSIPSI @ POCPRECIP1HUNTER PGV-100JT-G1"TURF SPRAY19.6734.042.11.35 in/h2HUNTER PGV-100JT-G1"TURF SPRAY24.9236.946.70.83 in/h3HUNTER PGV-100JT-G1"TURF SPRAY28.738.049.30.95 in/h4HUNTER PGV-100JT-G1"TURF SPRAY27.2237.948.11.44 in/h5HUNTER PGV-100JT-G1"TURF SPRAY16.5633.740.21.44 in/h6HUNTER PGV-100JT-G1"TURF SPRAY27.6137.148.51.43 in/h7HUNTER PGV-100JT-G1"TURF SPRAY23.9740.149.81.86 in/h8HUNTER PGV-100JT-G1"TURF SPRAY36.2139.856.71.51 in/h9HUNTER PGV-100JT-G1"TURF SPRAY6.1132.036.51.37 in/h10HUNTER PGV-100JT-G1"TURF SPRAY35.9137.455.91.43 in/h11HUNTER PGV-100JT-G1"TURF SPRAY19.8436.545.91.38 in/h12HUNTER PGV-100JT-G1"TURF SPRAY35.7941.054.70.88 in/h13HUNTER PGV-100JT-G1"TURF SPRAY35.4740.554.20.88 in/hVALVE SCHEDULEGenerated:2025-10-24 15:04P.O.C. NUMBER: 01Water Source Information:FLOW AVAILABLEWater Meter Size:1"Flow Available37.5 GPMPRESSURE AVAILABLEStatic Pressure at POC:72 PSIElevation Change:5.00 ftService Line Size:3"Length of Service Line:20 ftPressure Available:70 PSIDESIGN ANALYSISMaximum Station Flow:36.21 GPMFlow Available at POC:37.5 GPMResidual Flow Available:1.29 GPMCritical Station:8 Design Pressure:30 PSI Friction Loss:3.34 PSI Fittings Loss:0.33 PSI Elevation Loss:0 PSI Loss through Valve:6.1 PSIPressure Req. at Critical Station:39.8 PSILoss for Fittings:0.31 PSILoss for Main Line:3.11 PSILoss for POC to Valve Elevation:0 PSILoss for Backflow:5.62 PSILoss for Water Meter:7.89 PSICritical Station Pressure at POC:56.7 PSIPressure Available:70 PSIResidual Pressure Available:13.3 PSICRITICAL ANALYSISCITY 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 Know what'sbelow.before you dig.CallRC22000505LUA:21-000014PR:20-000015R-____MAPLE HIGHLANDSRECORD DRAWINGSAHBL JOB #2221005.10R-4278xxTED-40-4278THESE RECORD DRAWINGS HAVE BEEN PREPAREDBASED ON INFORMATION SUBMITTED, IN PART, BYOTHERS. WHILE THIS INFORMATION IS BELIEVEDTO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLEFOR ITS ACCURACY, OR ERROR OR OMISSIONSWHICH MAY HAVE BEEN INCORPORATED INTO THISDOCUMENT AS A RESULT. THOSE RELYING ON THISRECORD DOCUMENT ARE ADVISED TO OBTAININDEPENDENT VERIFICATION OF ITS ACCURACYBEFORE APPLYING IT FOR ANY PURPOSE.RECORD NOTE10/27/202527
CITY 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 Know what'sbelow.before you dig.CallRC22000505LUA:21-000014PR:20-000015R-____MAPLE HIGHLANDSRECORD DRAWINGSAHBL JOB #2221005.102'-0"1'-6"4"MIN CLR.1'-0"1234567891011DCVA SEE SPEC1PRV, SEE SPEC.2QUICK COUPLER BLOW OUT3BRASS UNION4MANUAL DRAIN VALVE5STOP WASTE VALVE6FROM METER7TO MASTER VALVE8PLASTIC VALVE BOX, SEESPEC.910" ROUND VALVE BOX OVER 8"PIPE10DRAIN ROCK 2 CU. FT. PERVALVE BOX11LEGENDDCVA BACKFLOW ASSEMBLY - BRASS1 1/2" = 1'-0"NOTE:1.INSTALL DCVA PER LOCALCODE.2.CONTRACTOR TO PAY FORAND OBTAIN ALL NECESSARYPERMITS AND INSPECTION.3.DCVA TO BE TESTED BY ACERTIFIED TESTER ATCOMPLETION.4.DO NOT ALLOW VALVE BOX TOREST ON PIPE.5.ALL BRASS OR COPPER PIPEAND FITTINGS FROM METERTO MASTER VALVE.6.ALL PIPE AND FITTINGS SAMESIZE AS DCVA2" MIN.12FILTER FABRIC121QUICK COUPLER1 1/2" = 1'-0"1'-6"10" DIAMETER VALVE BOX.HEAT BRAND "QVC" ON LIDWITH 2" HIGH CHARACTERS.FINISHED GRADE.QUICK COUPLING VALVE ASSPECIFIED.6" DEEP LAYER OF 3/4"CRUSHED ROCK.SCH. 80 NIPPLE, LENGTH AS REQ.3" PVC SCHEDULE 80 NIPPLE.1/2" X 36" GALVSTEEL PIPE.ELLS.THREE PVC SCH 80TWO STAINLESSSTEEL CLAMPS.6" MIN.1" MIN.
2" MAX.QCV12" MAX12" PVC SCHEDULE 80NIPPLE.3BRASS BALL ISOLATION VALVE 1" TO 1-1/2"1 1/2" = 1'-0"SCH 80UNIONS (2)NOTES:1.USE TEFLON TAPE FOR ALLTHREADED FITTINGS, NOPIPE DOPE2.KEEP MIN. 3" CLEARANCEAROUND VALVE ON ALLSIDES.2 WIRE3"1'-6"BRASS BALL VALVEFULL PORTEDSAME SIZE AS PIPEMAIN LINEWASHED DRAIN ROCK10" ROUND VALVE BOX12" PIPE10" DIAMETER VALVE BOX.HEAD BRAND "IV" ON LIDWITH 2" HIGH CHARACTERS.IV4REMOTE CONTROL VALVE1 1/2" = 1'-0"1234567891011121314151'-0"1'-6"3"16REMOTE CONTROL VALVE1TRUE UNION PVC BALL VALVE2SCH 80 UNION3CONTROL WIRES, LEAVE EXTRA 30" COILED4DBRY SPLICES5COWTAGS WITH VALVE NUMBERING6SCH 80 NIPPLES7FILTER FABRIC8CONCRETE BLOCK, 2X4X8, ONE PER CORNER (4 TOTAL)9MAIN LINE10LATERAL PIPE11VALVE BOX. DON'T ALLOW IT TO REST ON PIPE12VALVE BOX EXTENSION13WASHED ROCK. MIN. 2 CU. FT.14SET VALVE BOX 2" ABOVE FINISH GRADE IN SHRUBS,FLUSH IN TURF15KEYNOTES:6"3"NOTES:1.USE TEFLON TAPE FOR ALL THREADED FITTINGS, NO PIPE DOPE2.KEEP MIN. 3" CLEARANCE AROUND VALVE ON ALL SIDES.P-3-MPH-145EDGE OF PAVINGEDGE OF LAWN OR BEDIVRCVIRRIGATIONBOXESTYP.12"12"6"6"
6"VALVE BOX SIZE AND INSTALLATION3/4" = 1'-0"TYPESIZEDESCRIPTIONMINIMUM BOX SIZEBASIS OF DESIGNQCALLQUICK COUPLER10" ROUNDCARSON 910IV1"ISOLATION BALL VALVE10" ROUNDCARSON 910IV1.5"ISOLATION BALL VALVE14" X 19"CARSON 1419IV2"ISOLATION BALL VALVE24" X 24"CARSON 2424RCV3/4" & 1"REMOTE CONTROLVALVE14" X 19"CARSON 1419RCV1.5"REMOTE CONTROLVALVE13" X 24"CARSON 1324RCV2"REMOTE CONTROLVALVE17" X 30"CARSON 1730RCV3"REMOTE CONTROLVALVE24" X 36"CARSON 2436DCVA3/4" & 1"BACKFLOW PREVENTER13" X 24"CARSON 1324DCVA1.5"BACKFLOW PREVENTER24" X 36"CARSON 2436DCVA2"BACKFLOW PREVENTER22" X 57"25-TANOTES:1.CENTER BOX OVER VALVE TO FACILITATE REMOVAL & SERVICING2.SET BOXES PARALLEL TO EACH OTHER & PERPENDICULAR TO BED EDGE3.AVOID OVER COMPACTION TO PREVENT DEFORMATION & COLLAPSE OF BOX.4.SEE SCHEDULE FOR BOX SIZE6P-3-MPH-88DRAIN VALVE1 1/2" = 1'-0"NOTES:1.INSTALL MANUAL DRAINVALVE ON LOW POINT INMAIN LINE.2.USE TEFLON TAPE FOR ALLTHREADED FITTINGS.3.KEEP MIN. 3" CLEARANCEAROUND VALVE ON ALLSIDES.4.INSTALL MIN 2 CU. FTWASHED DRAIN ROCK5.ALL DIMENSIONS AREMINIMUM CLEARANCE.3"
1'-6"MAIN LINEWASHED DRAIN ROCK10" ROUND VALVE BOX12" PIPEDV2'-0"BRASSDRAINVALVEWITHCROSSHANDLESCH. 80NIPPLES ANDSTREET EL10" DIAMETER VALVE BOXHEAD BRAND "DV" ON LIDWITH 2" HIGH CHARACTERS7NOTES:1.DIMENSIONS ARE MINIMUMCLEARANCES.2.ALL TRENCH BACKFILL MATERIALSHALL BE CLEAN IMPORTED SAND.3.DO NOT TAPE OR BUNDLE WIRES IN SLEEVES.4.ALL SLEEVES TO BE TWICE THE SIZEOF THE COMBINED PIPES INSIDE.5.SLEEVES REQUIRED UNDER ALLPAVED AREAS AND WALLS.6.SLEEVE TO EXTEND 18" BEYONDTHE EDGE OF PAVING ON BOTHSIDES.7.INSTALL TRACER WIRE WITH MAINLINETRENCHING AND SLEEVING1 1/2" = 1'-0"PLANTING1'-6"4"4"4"PAVING2'-0"1'-0"123456789101112LEGEND4FINISH GRADE1PAVING, SEE CIVIL PLAN2PLANTING SOIL, DEPTH VARIESSEE PLAN3DETECTABLE WARNING TAPE 6"ABOVE ALL MAIN LINE495% COMPACTED STRUCTURALFILL567CONTROL WIRES8TRACER WIRE910SLEEVE11ELECTRICAL SLEEVE126"4"10CLEAN SAND6LATERAL LINE7MAIN LINE6"8POP-UP SPRAY HEAD3" = 1'-0"FINISH GRADEPOP-UP SPRINKLERSEE SCHEDULE FOR NOZZLESWING ASSEMBLYPCV LATERAL PIPEPVC SCH 40 TEE OR ELL10R-4278xxTED-40-4278
THESE RECORD DRAWINGS HAVE BEEN PREPAREDBASED ON INFORMATION SUBMITTED, IN PART, BYOTHERS. WHILE THIS INFORMATION IS BELIEVEDTO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLEFOR ITS ACCURACY, OR ERROR OR OMISSIONSWHICH MAY HAVE BEEN INCORPORATED INTO THISDOCUMENT AS A RESULT. THOSE RELYING ON THISRECORD DOCUMENT ARE ADVISED TO OBTAININDEPENDENT VERIFICATION OF ITS ACCURACYBEFORE APPLYING IT FOR ANY PURPOSE.RECORD NOTE10/27/202527
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
12131 113TH AVENUE NE, SUITE 203
KIRKLAND, WASHINGTON 98034
(TEL) 425 821-3665
(FAX) 425 825-8434
WHAT TRANSPORTATION CAN BE.
MAPLE HIGHLANDSMAPLE HIGHLANDSLUA: 22-000122C: 22-XXXXXXPR: 22-XXXXXX52038 REENIGNELANOISS
EFORP DERETSIGE
R NOTGN
IHSAWFOETATS
CHRISTO P H E R ALAN
C
AVALLOILLUMINATION NOTES IL.0
Record Drawing: The information on this drawing indicates
changes made to the construction documents based upon
utility as-built survey performed by Core Design (Riley
Wanzer, PLS), dated 10/09/2025, and transferred to the
reproducible drawings by the engineer.10/17/2025
0.1'5.1'14'4'FND IRON PIPE
SHED(TYP.)
PROP LINE152ND AVE SE154TH AVE SELOT : 1LOT : 2LOT : 3LOT : 4
LOT : 5
LOT : 6
LOT : 7
LOT : 10
LOT : 9
LOT : 8
LOT : 12 LOT : 11 TRACT A
STORM
SE 5TH PL153RD AVE SE10+00 11+00 12+00 13+00
14+00
15+00 16+00 17+00
28+0029+0030+0031+0032+0051+0052+0053+0069+0070+0071+0072+0073+00TRACT B
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
12131 113TH AVENUE NE, SUITE 203
KIRKLAND, WASHINGTON 98034
(TEL) 425 821-3665
(FAX) 425 825-8434
WHAT TRANSPORTATION CAN BE.
MAPLE HIGHLANDSMAPLE HIGHLANDSLUA: 22-000122C: 22-XXXXXXPR: 22-XXXXXX52038 REENIGNELANOISS
EFORP DERETSIGE
R NOTGN
IHSAWFOETATS
CHRISTO P H E R ALAN
C
AVALLOILLUMINATION PLAN IL.1
32+29.3 21.8FT RT
31+75.4 21.8FT RT
31+19.1 21.4FT RT
30+39.8 19.4FT RT
10+52.1 15.1FT LT
11+20.7 15.8FT LT
11+86.4 14.9FT LT
12+58.9 17.9FT LT
50+54.7 17.8FT LT
50+97.6 17.9FT RT
51+48.3 19.8FT LT
17.7FT RT
17.6FT LT
13+33.8 14.4FT RT
13+59.0 18.0FT LT
14+21.3 18.8FT RT
15+39.6 18.2FT RT
16+09.4 17.7FT LT
16+09.4 18.1FT RT
69+25.2 21.2FT LT
70+95.2
51+17.9 16.8FT RT
Record Drawing: The information on this drawing indicates
changes made to the construction documents based upon
utility as-built survey performed by Core Design (Riley
Wanzer, PLS), dated 10/09/2025, and transferred to the
reproducible drawings by the engineer.10/17/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
12131 113TH AVENUE NE, SUITE 203
KIRKLAND, WASHINGTON 98034
(TEL) 425 821-3665
(FAX) 425 825-8434
WHAT TRANSPORTATION CAN BE.
MAPLE HIGHLANDSMAPLE HIGHLANDSLUA: 22-000122C: 22-XXXXXXPR: 22-XXXXXX52038 REENIGNELANOISS
EFORP DERETSIGE
R NOTGN
IHSAWFOETATS
CHRISTO P H E R ALAN
C
AVALLOILLUMINATION DETAILS IL.2
Record Drawing: The information on this drawing indicates
changes made to the construction documents based upon
utility as-built survey performed by Core Design (Riley
Wanzer, PLS), dated 10/09/2025, and transferred to the
reproducible drawings by the engineer.10/17/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
12131 113TH AVENUE NE, SUITE 203
KIRKLAND, WASHINGTON 98034
(TEL) 425 821-3665
(FAX) 425 825-8434
WHAT TRANSPORTATION CAN BE.
MAPLE HIGHLANDSMAPLE HIGHLANDSLUA: 22-000122C: 22-XXXXXXPR: 22-XXXXXX52038 REENIGNELANOISS
EFORP DERETSIGE
R NOTGN
IHSAWFOETATS
CHRISTO P H E R ALAN
C
AVALLOILLUMINATION DETAILS IL.3
Record Drawing: The information on this drawing indicates
changes made to the construction documents based upon
utility as-built survey performed by Core Design (Riley
Wanzer, PLS), dated 10/09/2025, and transferred to the
reproducible drawings by the engineer.10/17/2025