HomeMy WebLinkAboutCD-4324VICINITY MAPNOT TO SCALE···IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COM’’R-432401Markup LegendREDRequired RevisionsBLUERecommended RevisionsPURPLEAdvisory OnlyREGIONAL FIRE AUTHORITYcthomas 03/11/2025APPROVEDSURFACE WATER UTILITYJFarah 03/11/2025DEVELOPMENT ENGINEERINGyqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMR-432402DEVELOPMENT ENGINEERINGyqi 03/18/2025
’’“”“– ” ’IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMR-432403DEVELOPMENT ENGINEERINGyqi 03/18/2025
MAPLE VALLEY HWY152ND AVE SE
LOT 3LOT 4LOT 2SE 155TH PLLOT 1KC SP
NO
.
L99S3019AFN 2001831900002RIVER
VALLEY
,A CONDOM
IN
IUMAFN 10040630003386ROSAFN 20111101900002B.N.R.R. (ABANDONED)TRACT 'A'BOUNDARY/CONTROL EXHIBITREV#DESCRIPTION OF REVISIONDATEBYPROJECT:NEW LIFE CHURCHCAL CARPENTERPAGE:TECHNICIAN:DATE:JOB NUMBER:SCALE: DRAWING:SURVEYOR:1 OF 5JM / TJO / ERM12/10/2422-0971" = 100'22097_C3DZLNGRAPHIC SCALER-432404TED-40-4324
MAPLE VALLEY HWYB.N.R.R. (ABANDONED)MAPLE VALLEY HWYREV#DESCRIPTION OF REVISIONDATEBYPROJECT:NEW LIFE CHURCHCAL CARPENTERPAGE:TECHNICIAN:DATE:JOB NUMBER:SCALE: DRAWING:SURVEYOR:2 OF 5JM / TJO / ERM12/10/2422-0971" = 20'22097_C3DZLNGRAPHIC SCALER-432405TED-40-4324
MAPLE VALLEY HWY154TH
P
L
S
EB.N.R.R. (ABANDONED)MAPLE VALLEY HWYREV#DESCRIPTION OF REVISIONDATEBYPROJECT:NEW LIFE CHURCHCAL CARPENTERPAGE:TECHNICIAN:DATE:JOB NUMBER:SCALE: DRAWING:SURVEYOR:3 OF 5JM / TJO / ERM12/10/2422-0971" = 20'22097_C3DZLNGRAPHIC SCALER-432406TED-40-4324
152ND AVE SE
KC SP
NO
.L99S3019AFN 2001831900002REV#DESCRIPTION OF REVISIONDATEBYPROJECT:NEW LIFE CHURCHCAL CARPENTERPAGE:TECHNICIAN:DATE:JOB NUMBER:SCALE: DRAWING:SURVEYOR:4 OF 5JM / TJO / ERM12/10/2422-0971" = 20'22097_C3DZLNGRAPHIC SCALER-432407TED-40-4324
REV#DESCRIPTION OF REVISIONDATEBYPROJECT:NEW LIFE CHURCHCAL CARPENTERPAGE:TECHNICIAN:DATE:JOB NUMBER:SCALE: DRAWING:SURVEYOR:5 OF 5JM / TJO / ERM12/10/2422-0971" = 20'22097_C3DZLNGRAPHIC SCALER-432408TED-40-4324
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMKnow what'sbelow.before you dig.CallSCALE: 1" = 100'R-432409DEVELOPMENT ENGINEERINGyqi 03/18/2025
15
2
N
D
A
V
E
S
E
152ND AVE SE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMSCALE: 1" = 20'Know what'sbelow.before you dig.CallR-432410DEVELOPMENT ENGINEERINGyqi 03/18/2025
152ND AVE SE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMSCALE: 1" = 20'Know what'sbelow.before you dig.CallR-432411DEVELOPMENT ENGINEERINGyqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMSCALE: 1" = 20'Know what'sbelow.before you dig.CallR-432412DEVELOPMENT ENGINEERINGyqi 03/18/2025
MAPLE VALLEY HWYMAPLE VALLEY HWYB.N.R.R. (ABANDONED)IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMKnow what'sbelow.before you dig.CallSCALE: 1" = 20'R-432413DEVELOPMENT ENGINEERINGyqi 03/18/2025
MAPLE VALLEY HWYIN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMSCALE: 1" = 20'Know what'sbelow.before you dig.CallR-432414DEVELOPMENT ENGINEERINGyqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMR-432415DEVELOPMENT ENGINEERINGyqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMR-432416DEVELOPMENT ENGINEERINGyqi 03/18/2025
KIDS
O
FF
IC
E
(10
'
X8
'6
"
)CARE(9'9"X9
'
)
YOUT
HPASTO
R
(10'X9
'
)WORSHIP
PAS
TOR
(8'6"
X1
0'
)MECH.MECH
SM
CON
F
(13'6
"X9
'
)DIRECTO
R
(10'
X9
'
)FINANC
ESUITE
HR/PA
Y(10'X
8
'0
'
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OFF
IC
E
(10'
X8
'6
"
)KIDS OFFIC
E
(10'X8
'
6"
)BREAKARE
A
GROUPPAS
TOR(7'6"X1
0
')YOUTH WORSH
IP FIRESPR
IN
K
FINANC
ESUITE ELEC
.MAPLE VALLEY HIGHWAY - SR 169152ND AVE SE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMKnow what'sbelow.before you dig.CallSCALE: 1" = 100'R-432417DEVELOPMENT ENGINEERINGyqi 03/18/2025
152ND AVE SE KIDS OFFICE(10'X8'6")CARE(9'9"X9')YOUTHPASTOR(10'X9')WORSHIPPASTOR(8'6"X10')MECH.MECHSM CONF(13'6"X9')DIRECTOR(10'X9')FINANCESUITEHR/PAY(10'X8'0'')KIDS OFFICE(10'X8'6")KIDS OFFICE(10'X8'6")BREAKAREAGROUPPASTOR(7'6"X10')YOUTHWORSHIPFIRESPRINKFINANCESUITEELEC.152ND AVE SE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMSCALE: 1" = 20'Know what'sbelow.before you dig.CallR-432418DEVELOPMENT ENGINEERINGyqi 03/18/2025
152ND AVE SE
152ND AVE SE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMSCALE: 1" = 20'Know what'sbelow.before you dig.CallR-432419DEVELOPMENT ENGINEERINGyqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMSCALE: 1" = 20'Know what'sbelow.before you dig.CallR-432420DEVELOPMENT ENGINEERINGyqi 03/18/2025
MAPLE VALLEY HWYMAPLE VALLEY HWYB.N.R.R. (ABANDONED)MAPLE VALLEY HIGHWAY - SR 169IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMKnow what'sbelow.before you dig.CallSCALE: 1" = 20'R-432421DEVELOPMENT ENGINEERINGyqi 03/18/2025
MAPLE VALLEY HWY152ND AVE SE MAPLE VALLEY HIGHWAY - SR 169IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMSCALE: 1" = 20'Know what'sbelow.before you dig.CallR-432422DEVELOPMENT ENGINEERINGyqi 03/18/2025
KIDS OFFICE
(10'X8'6")
WORSHIP
PASTOR
(8'6"X10')
MECH.MECH
SM CONF
(13'6"X9')
DIRECTOR
(10'X9')
FINANCE
SUITE
HR/PAY
(10'X8'0'')
KIDS OFFICE
(10'X8'6")
BREAK
AREA
GROUP
PASTOR
(7'6"X10')
YOUTH
WORSHIP
FIRE
SPRINK FINANCE
SUITE
ELEC.Δ
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NEW LIFE CHURCHNEW LIFE CHURCH52038CHRISTOPHER ALAN C
A
VALLOPROF
E
SSIONAL E N G INEERSTATE O F WASHIN
G
T
ONREGISTE R E DWHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434TED-40-4324PR23-000146C24004215LUA23-000330T-432401
52038 REENIGNELANOISSE
FORP DERETSIGER NOTGNIHSAWFOETATS
CHRISTO P H ER ALAN C
AVALLO01/24/2025TRO-40-4324TRANSPORTATION OPERATION
cbarnes 03/11/2025
DEVELOPMENT ENGINEERING
yqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NEW LIFE CHURCHNEW LIFE CHURCH52038CHRISTOPHER ALAN C
A
VALLOPROF
E
SSIONAL E N G INEERSTATE O F WASHIN
G
T
ONREGISTE R E DWHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434TED-40-4324PR23-000146C24004215LUA23-000330T-432402
52038 REENIGNELANOISSE
FORP DERETSIGER NOTGNIHSAWFOETATS
CHRISTO P H ER ALAN C
AVALLO01/24/2025TRO-40-4324TRANSPORTATION OPERATION
cbarnes 03/11/2025
DEVELOPMENT ENGINEERING
yqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NEW LIFE CHURCHNEW LIFE CHURCH52038CHRISTOPHER ALAN C
A
VALLOPROF
E
SSIONAL E N G INEERSTATE O F WASHIN
G
T
ONREGISTE R E DWHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434TED-40-4324PR23-000146C24004215LUA23-000330T-432403
52038 REENIGNELANOISSE
FORP DERETSIGER NOTGNIHSAWFOETATS
CHRISTO P H ER ALAN C
AVALLO01/24/2025TRO-40-4324TRANSPORTATION OPERATION
cbarnes 03/11/2025
DEVELOPMENT ENGINEERING
yqi 03/18/2025
KIDS OFFICE
(10'X8'6")
CARE
(9'9"X9')
YOUTH
PASTOR
(10'X9')
WORSHIP
PASTOR
(8'6"X10')
MECH.
MECH
SM CONF
(13'6"X9')
DIRECTOR
(10'X9')FINANCE
SUITE
HR/PAY
(10'X8'0'')
KIDS OFFICE
(10'X8'6")
KIDS OFFICE
(10'X8'6")
BREAK
AREA
GROUP
PASTOR
(7'6"X10')
YOUTH
WORSHIP
FIRE
SPRINK
FINANCE
SUITEELEC.
Δ
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NEW LIFE CHURCHNEW LIFE CHURCH52038CHRISTOPHER ALAN C
A
VALLOPROF
E
SSIONAL E N G INEERSTATE O F WASHIN
G
T
ONREGISTE R E DWHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434TED-40-4324PR23-000146C24004215LUA23-000330T-432404
52038 REENIGNELANOISSE
FORP DERETSIGER NOTGNIHSAWFOETATS
CHRISTO P H ER ALAN C
AVALLO01/24/2025TRO-40-4324the existing panel schedule must be shown with total new load on circuit (new load
+ existing, or new load on a new circuit) and confirm existing circuit can
accommodate the total load. if existing circuit cannot accommodate new load, then
further design is required. this will require field confirmation. coordinate field
visit with transportation maintenance.
additionally, two sets of wires cannot be landed on one circuit breaker. must be
spliced in the junction box if connecting to existing circuit.
TRANSPORTATION OPERATION
cbarnes 03/11/2025
DEVELOPMENT ENGINEERING
yqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NEW LIFE CHURCHNEW LIFE CHURCH52038CHRISTOPHER ALAN C
A
VALLOPROF
E
SSIONAL E N G INEERSTATE O F WASHIN
G
T
ONREGISTE R E DWHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434TED-40-4324PR23-000146C24004215LUA23-000330T-432405
52038 REENIGNELANOISSE
FORP DERETSIGER NOTGNIHSAWFOETATS
CHRISTO P H ER ALAN C
AVALLO01/24/2025TRO-40-4324TRANSPORTATION OPERATION
cbarnes 03/11/2025
DEVELOPMENT ENGINEERING
yqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NEW LIFE CHURCHNEW LIFE CHURCH52038CHRISTOPHER ALAN C
A
VALLOPROF
E
SSIONAL E N G INEERSTATE O F WASHIN
G
T
ONREGISTE R E DWHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434TED-40-4324PR23-000146C24004215LUA23-000330T-432406
52038 REENIGNELANOISSE
FORP DERETSIGER NOTGNIHSAWFOETATS
CHRISTO P H ER ALAN C
AVALLO01/24/2025TRO-40-4324TRANSPORTATION OPERATION
cbarnes 03/11/2025
DEVELOPMENT ENGINEERING
yqi 03/18/2025
TRAFFIC SIGNAL GENERAL NOTES
1.ALL WORK SHALL BE IN CONFORMANCE WITH STATE OF WASHINGTON STANDARD PLANS AND SPECIFICATIONS, OR AS AMENDED BY THE CITY OF RENTON, EXCEPT AS MODIFIED BY THESE CONTRACT PLANS AND
SPECIAL PROVISIONS.
2.LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD AND UNDERGROUND UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES.
3.ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT.
4.ANY EXISTING UTILITIES THAT ARE IN SERVICE SHALL REMAIN OPERATIONAL AT ALL TIMES.
5.DIMENSIONS SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR.
6.THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION WORK.
7.CONDUIT LOCATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES. ACTUAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD AND SHALL BE INSTALLED WITHIN RIGHT-OF-WAY.
8.ALL NEW AND/OR ADJUSTED JUNCTION BOXES SHALL BE INSTALLED PER WSDOT STANDARD PLANS J-40.10 AND J-40.30. NEW AND ADJUSTED JUNCTION BOXES WITHIN SIDEWALK SHALL HAVE NON-SLIP
LIDS/FRAMES. THE LOCATIONS OF JUNCTION BOXES SHALL BE APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. COINCIDENT CONDUITS MAY OCCUPY THE SAME TRENCH. ALL NEW JUNCTION
BOXES SHALL BE INSTALLED TO MATCH THE GRADE OF THE EXISTING/PROPOSED SIDEWALK OR ADJACENT SURFACE.
9.ALL PEDESTRIAN PUSHBUTTONS SHALL BE INSTALLED WITHIN A 9-INCH REACH OF A 4-FOOT BY 4-FOOT LEVEL (2% OR LESS) CLEAR SPACE.
10.EXISTING CONDUCTORS LISTED IN THE WIRING SCHEDULE ARE FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM CONDUIT CONTENTS IN THE FIELD.
11.ALL CONDUCTORS INSTALLED BY THE CONTRACTOR SHALL BE LABELED IN EACH JUNCTION BOX, PULL BOX, CABLE VAULT, AND TRAFFIC SIGNAL CONTROLLER CABINET.
12.POLE AND FOUNDATION LOCATIONS SHALL BE STAKED IN THE FIELD AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. FACE OF POLES SHALL BE INSTALLED A MINIMUM OF 3 FEET FROM THE FACE
OF CURB AT ROADWAY.
LEGEND
DESCRIPTION EXISTING SYMBOL PROPOSED SYMBOL
CONDUIT
CONSTRUCTION NOTE
SIGNAL POLE CONSTRUCTION NOTE AND SIGNAL STANDARD NUMBER
WIRE NOTE
SIGNAL POLE AND MAST ARM
TYPE PS/TYPE 1 POLE
PPB POST
VEHICLE SIGNAL HEAD
VEHICLE SIGNAL TURN HEAD
PEDESTRIAN SIGNAL HEAD
PEDESTRIAN PUSHBUTTON
EVP DETECTOR
MAST ARM SIGN
TRAFFIC SIGNAL CONTROLLER CABINET
ELECTRICAL SERVICE CABINET
JUNCTION BOX, TYPE 1
JUNCTION BOX, TYPE 2
JUNCTION BOX, TYPE 8
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NEW LIFE CHURCHNEW LIFE CHURCH52038CHRISTOPHER ALAN C
A
VALLOPROF
E
SSIONAL E N G INEERSTATE O F WASHIN
G
T
ONREGISTE R E DWHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434TED-40-4324PR23-000146C24004215LUA23-000330PROPOSED SIGNAL HEAD ASSIGNMENT
T-432407
52038 REENIGNELANOISSE
FORP DERETSIGER NOTGNIHSAWFOETATS
CHRISTO P H ER ALAN C
AVALLO01/24/2025TRO-40-4324RECOMMENDATION: strongly recommend to furnish/install a video vehicle detection for the
northbound approach (that they had initially proposed) for NLC/school traffic.
REASON: The intersection currently has loop detection. The northbound approach has loop
detection at the stop bar to approx. 100-ft to the south of the intersection as advanced detection
(north of the Cedar River Station/Starbucks driveway). This means the northbound traffic will only
be detected to up to approx. 100-ft from the intersection, not passed/south of the Cedar River
Station/Starbucks driveway for the signal to serve the northbound approach or extend the green
time up to the maximum allowed green time. When vehicles are exiting from the Cedar River
Station/Starbucks driveway during the green indication on the northbound approach and
northbound traffic at the signal is clearing, the signal would terminate the green indication early
because no vehicles are present on detected zones even when the stream of traffic are queuing south
of the Starbucks driveway to 155th Place. Installing a new video detection for the northbound
approach will allow for more advanced detection zones which could extend beyond the existing
100-ft loop or south of the driveway, to better capture the stream of traffic from the south (NLC
church/school).
TRANSPORTATION OPERATION
cbarnes 03/11/2025
DEVELOPMENT ENGINEERING
yqi 03/18/2025
WIRING SCHEDULE (THIS SHEET ONLY)
NO RACEWAY CONDUIT SIZE*
PPB 2C(SH)PED HEAD 5C
EX.NEW EX.NEW
1 1" SCH80 2
2 EX. 2"2(R)2
3 EX. 3"2(R)2
4 2" SCH80 2 2
5 EX. 3"2(R)2
6 EX. 3"4(R)4
* ALL CONDUIT SHALL CONTAIN A GROUND WIRE EQUAL
IN SIZE TO THE LARGEST CONDUCTOR WITHIN THE
CONDUIT (#8 MINIMUM).
(R)REMOVE EXISTING CONDUCTOR
NOT ALL EXISTING CONDUITS ARE SHOWN.
NOT ALL EXISTING CONDUCTORS ARE SHOWN WITHIN
THE WIRING SCHEDULE. CONTRACTOR SHALL PROTECT
EXISTING CONDUCTORS TO REMAIN, UNLESS OTHERWISE
NOTED.
1.SEE SHEET TS01 FOR TRAFFIC SIGNAL GENERAL NOTES AND LEGEND.
2.SEE TS03 FOR TRAFFIC SIGNAL TERMINATIONS.
3.SEE SHEET TS04 FOR TRAFFIC SIGNAL POLE CHART.
4.SEE SHEET(S) TSD01, TSD02, AND TSD03 FOR TRAFFIC SIGNAL DETAILS.
5.NEW CONDUCTORS ARE INTENDED TO REPLACE REMOVED EXISTING CONDUCTORS. NEW
CONDUCTORS SHALL FOLLOW THE EXISTING CONDUIT ROUTING FOR THE CORRESPONDING REMOVED
CONDUCTORS WHICH THEY ARE INTENDED TO REPLACE, UNLESS OTHERWISE APPROVED BY CITY OF
RENTON.
PROTECT EXISTING POLE TO REMAIN. REMOVE EXISTING PEDESTRIAN PUSHBUTTONS. INSTALL TWO ACCESSIBLE PEDESTRIAN PUSHBUTTONS
PER WSDOT STANDARD PLAN J-20.26. CONNECT PEDESTRIAN PUSHBUTTONS TO EXISTING CONDUCTORS TO REMAIN.
PROTECT EXISTING POLE TO REMAIN. REMOVE EXISTING PEDESTRIAN PUSHBUTTONS. REMOVE EXISTING PUSHBUTTON CONDUCTORS BACK TO
THE TRAFFIC SIGNAL CONTROLLER CABINET. REPAIR RESULTING HOLES IN POLE FROM EQUIPMENT REMOVAL PER DETAIL IS-17 ON SHEET TSD01.
DISCONNECT EXISTING PEDESTRIAN SIGNAL HEAD AND PEDESTRIAN PUSHBUTTON CONDUCTORS AND PULL BACK TO NEAREST JUNCTION BOX
FOR REUSE ON THIS PROJECT. REMOVE EXISTING PEDESTRIAN SIGNAL HEADS, PEDESTRIAN PUSHBUTTONS, AND SIGN. REMOVE AND SALVAGE
EXISTING PEDESTRIAN FLAG HOLDER FOR REUSE ON THIS PROJECT. REMOVE EXISTING PS POLE, FOUNDATION, AND CONDUIT. RESTORE
RESULTING VOID TO MATCH PROPOSED FINAL SURROUNDING CONDITIONS.
PROTECT EXISTING POLE TO REMAIN.
PROTECT EXISTING POLE TO REMAIN. REMOVE EXISTING PEDESTRIAN PUSHBUTTONS. REMOVE EXISTING PUSHBUTTON CONDUCTORS BACK TO
THE TRAFFIC SIGNAL CONTROLLER CABINET. REPAIR RESULTING HOLES IN POLE FROM EQUIPMENT REMOVAL PER DETAIL IS-17 ON SHEET TSD01.
INSTALL ACCESSIBLE BREAKAWAY PEDESTRIAN PUSHBUTTON POST AND FOUNDATION PER WSDOT STANDARD PLAN J-20.15. FOUNDATION SHALL
BE CLASS 4000P CONCRETE. INSTALL TWO ACCESSIBLE PEDESTRIAN PUSHBUTTONS ONTO POST PER WSDOT STANDARD PLAN J-20.26.
INSTALL CURB FOUNDATION FOR PS POLE WITH FIXED BASE PER WSDOT STANDARD PLAN J-20.11-03. FOUNDATION SHALL BE CLASS 4000P
CONCRETE. INSTALL PS POLE, TWO PEDESTRIAN SIGNAL HEADS, TWO ACCESSIBLE PEDESTRIAN PUSHBUTTONS, AND ASSOCIATED HARDWARE
ONTO PS POLE PER WSDOT STANDARD PLAN J-20.16. RECONNECT EXISTING PEDESTRIAN SIGNAL HEAD AND PEDESTRIAN PUSHBUTTONS
CONDUCTORS. INSTALL SALVAGED PEDESTRIAN FLAG HOLDER ONTO POLE WITH NEW STAINLESS STEEL BANDS.
INSTALL ACCESSIBLE BREAKAWAY PEDESTRIAN PUSHBUTTON POST AND FOUNDATION PER WSDOT STANDARD PLAN J-20.15. FOUNDATION SHALL
BE CLASS 4000P CONCRETE. INSTALL POST TO BE AS NEAR TO CURB RAMP PEDESTRIAN CURB AS FEASIBLE; HOWEVER, CURB RAMP PEDESTRIAN
CURB SHALL NOT IMPACT POST, ANCHOR COUPLINGS, COUPLING BOLTS, ETC. PEDESTRIAN PUSHBUTTON POST LOCATION HAS BEEN SET SUCH
THAT A PORTION OF THE PEDESTRIAN PUSHBUTTON POST FOUNDATION WILL BE LOCATED BENEATH THE ADJACENT CURB RAMP PEDESTRIAN
CURB. CURB RAMP PEDESTRIAN CURB AND PEDESTRIAN PUSHBUTTON POST FOUNDATION SHALL NOT BE POURED MONOLITHICALLY, BUT SHALL
BE SEPARATED BY JOINT(S). INSTALL TWO ACCESSIBLE PEDESTRIAN PUSHBUTTONS ONTO POST PER WSDOT STANDARD PLAN J-20.26.
PROTECT EXISTING JUNCTION BOX TO REMAIN.
PROTECT EXISTING TRAFFIC SIGNAL CONTROLLER CABINET TO REMAIN.
PROTECT EXISTING SERVICE CABINET TO REMAIN.
ADJUST EXISTING JUNCTION BOX TO MATCH THE GRADE OF THE PROPOSED SIDEWALK OR ADJACENT SURFACE.
INSTALL NEW CONDUIT(S) INTO EXISTING JUNCTION BOX.
PROTECT EXISTING INDUCTION LOOP TO REMAIN.
REMOVE UNUSED CONDUIT SWEEP FROM EXISTING JUNCTION BOX.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NEW LIFE CHURCHNEW LIFE CHURCH52038CHRISTOPHER ALAN C
A
VALLOPROF
E
SSIONAL E N G INEERSTATE O F WASHIN
G
T
ONREGISTE R E DWHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434TED-40-4324PR23-000146C24004215LUA23-000330T-432408
52038 REENIGNELANOISSE
FORP DERETSIGER NOTGNIHSAWFOETATS
CHRISTO P H ER ALAN C
AVALLO01/24/2025TRO-40-4324TRANSPORTATION OPERATION
cbarnes 03/11/2025
DEVELOPMENT ENGINEERING
yqi 03/18/2025
1.TERMINATE NEW CONDUCTORS WITHIN THE
EXISTING TRAFFIC SIGNAL CONTROLLER CABINET
WHERE CORRESPONDING REMOVED EXISTING
CONDUCTORS ARE CURRENTLY TERMINATED.
GENERAL SHEET NOTES
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NEW LIFE CHURCHNEW LIFE CHURCH52038CHRISTOPHER ALAN C
A
VALLOPROF
E
SSIONAL E N G INEERSTATE O F WASHIN
G
T
ONREGISTE R E DWHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434TED-40-4324PR23-000146C24004215LUA23-000330T-432409
52038 REENIGNELANOISSE
FORP DERETSIGER NOTGNIHSAWFOETATS
CHRISTO P H ER ALAN C
AVALLO01/24/2025TRO-40-4324TRANSPORTATION OPERATION
cbarnes 03/11/2025
DEVELOPMENT ENGINEERING
yqi 03/18/2025
OFFSETLINE
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
ALL HANDHOLES AT 180°
FROM E1
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (E1 ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWISE FROM
OFFSET LINE TO POLE
ORIENTATION LINE
(E1 ATTACHMENT POINT)
POLE ORIENTATION AND
ATTACHMENT POINT DETAIL
3' - 6"
MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN
PUSH BUTTON
TYPE PPB
PPB POST
TYPE PS
PED. HEAD
STANDARD
ATTACHMENT
POINT
g.PEDESTRIAN DISPLAY
i. APS PPB-M
ANCHOR BOLT PLATE
LOCATION STATION
ROADWAY℄270°
180°
90°
0°
E190°E1℄E2
9
0
°
E2
℄
gg
8' - 0"ii
LEGEND
6 6 6
II
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NEW LIFE CHURCHNEW LIFE CHURCH52038CHRISTOPHER ALAN C
A
VALLOPROF
E
SSIONAL E N G INEERSTATE O F WASHIN
G
T
ONREGISTE R E DWHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434TED-40-4324PR23-000146C24004215LUA23-000330TYPE II, III & SD
SIGNAL STANDARD
FIELD INSTALLED.
D D
℄
EE
FF
GggG
H H
i i
ROADWAY
LIMITS OF VERTICAL CLEARANCE
H
i i
H
1
NOTES
II
1
T-432410
52038 REENIGNELANOISSE
FORP DERETSIGER NOTGNIHSAWFOETATS
CHRISTO P H ER ALAN C
AVALLO01/24/2025TRO-40-4324TRANSPORTATION OPERATION
cbarnes 03/11/2025
DEVELOPMENT ENGINEERING
yqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NEW LIFE CHURCHNEW LIFE CHURCH52038CHRISTOPHER ALAN C
A
VALLOPROF
E
SSIONAL E N G INEERSTATE O F WASHIN
G
T
ONREGISTE R E DWHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434TED-40-4324PR23-000146C24004215LUA23-000330T-432411
52038 REENIGNELANOISSE
FORP DERETSIGER NOTGNIHSAWFOETATS
CHRISTO P H ER ALAN C
AVALLO01/24/2025TRO-40-4324TRANSPORTATION OPERATION
cbarnes 03/11/2025
DEVELOPMENT ENGINEERING
yqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NEW LIFE CHURCHNEW LIFE CHURCH52038CHRISTOPHER ALAN C
A
VALLOPROF
E
SSIONAL E N G INEERSTATE O F WASHIN
G
T
ONREGISTE R E DWHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434TED-40-4324PR23-000146C24004215LUA23-000330T-432412
52038 REENIGNELANOISSE
FORP DERETSIGER NOTGNIHSAWFOETATS
CHRISTO P H ER ALAN C
AVALLO01/24/2025TRO-40-4324TRANSPORTATION OPERATION
cbarnes 03/11/2025
DEVELOPMENT ENGINEERING
yqi 03/18/2025
KIDS
O
FF
IC
E
(10
'
X8
'6
"
)CARE(9'9"X9
'
)
YOUT
HPASTO
R
(10'X9
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PAS
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(8'6"
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(10'
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(10'
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)KIDS OFFIC
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(10'X8
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.MAPLE VALLEY HIGHWAY - SR 169152ND AVE SE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMKnow what'sbelow.before you dig.CallSCALE: 1" = 100'R-432423DEVELOPMENT ENGINEERINGyqi 03/18/2025
152ND AVE SE KIDS OFFICE(10'X8'6")CARE(9'9"X9')YOUTHPASTOR(10'X9')WORSHIPPASTOR(8'6"X10')MECH.MECHSM CONF(13'6"X9')DIRECTOR(10'X9')FINANCESUITEHR/PAY(10'X8'0'')KIDS OFFICE(10'X8'6")KIDS OFFICE(10'X8'6")BREAKAREAGROUPPASTOR(7'6"X10')YOUTHWORSHIPFIRESPRINKFINANCESUITEELEC.152ND AVE SE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMSCALE: 1" = 20'Know what'sbelow.before you dig.CallR-432424SURFACE WATER UTILITYJFarah 03/11/2025DEVELOPMENT ENGINEERINGyqi 03/18/2025
152ND AVE SE
152ND AVE SE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMSCALE: 1" = 20'Know what'sbelow.before you dig.CallR-432425DEVELOPMENT ENGINEERINGyqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMSCALE: 1" = 20'Know what'sbelow.before you dig.CallR-432426DEVELOPMENT ENGINEERINGyqi 03/18/2025
KIDS OFFICE(10'X8'6")WORSHIPPASTOR(8'6"X10')MECH.MECHSM CONF(13'6"X9')DIRECTOR(10'X9')FINANCESUITEHR/PAY(10'X8'0'')KIDS OFFICE(10'X8'6")BREAKAREAGROUPPASTOR(7'6"X10')YOUTHWORSHIPFIRESPRINKFINANCESUITEELEC.IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMSCALE: 1" = 20'Know what'sbelow.before you dig.CallR-432427SURFACE WATER UTILITYJFarah 03/11/2025DEVELOPMENT ENGINEERINGyqi 03/18/2025
MAPLE VALLEY HWYMAPLE VALLEY HWYB.N.R.R. (ABANDONED)MAPLE VALLEY HIGHWAY - SR 169IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMSCALE: 1" = 20'Know what'sbelow.before you dig.CallR-432428DEVELOPMENT ENGINEERINGyqi 03/18/2025
MAPLE VALLEY HWY152ND AVE SE MAPLE VALLEY HIGHWAY - SR 169IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMSCALE: 1" = 20'Know what'sbelow.before you dig.CallR-432429DEVELOPMENT ENGINEERINGyqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMR-432438DEVELOPMENT ENGINEERINGyqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMR-432439DEVELOPMENT ENGINEERINGyqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMR-432443DEVELOPMENT ENGINEERINGyqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMT-432413DEVELOPMENT ENGINEERINGyqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMR-432444DEVELOPMENT ENGINEERINGyqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMR-432445DEVELOPMENT ENGINEERINGyqi 03/18/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMR-432446T-432414DEVELOPMENT ENGINEERINGyqi 03/18/2025
MAPLE VALLEY HWY154T
H
P
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S
E
152ND
A
V
E
S
E MAPLE VALLEY HWY154T
H
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152ND AVE SE
LOT 3LOT 2SE 155TH PLLOT 1KC SP
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86 ROSAFN20111101900002 B.N.R.R. (ABANDONED)KIDS OFFICE(10'X8'6")CARE
(9'9"
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ELEC.MAPLE VALLEY HIGHWAY - SR 169152ND AVE S
E MAPLE VALLEY HIGHWAY - SR 169Δ152ND AVE SE152ND AVE SE
SE 155TH PLACELANDSCAPE CALCULATIONSTOTAL SITE AREA2,463,754 SF(56.56 ACRES)TOTAL IMPERVIOUS SURFACES487,928 SF (11.20 ACRES)TOTAL LANDSCAPE/PERVIOUS AREAS1,975,882 SF (45.36 ACRES)PROPOSED NEW LANDSCAPE AREAS3,632 SF(0.082 ACRES)140,065 SF - EXISTING LANDSCAPE AREAS (shown around perimeter of existing building)* excludes natural areas in calculation3,632 SF - PROPOSED LANDSCAPE AREAS (shown around proposed building)*Landscape Areas are based on available survey dataRENTON MUNICIPAL CODE LANDSCAPE SECTION 4-4-070PARKING AREA REQUIREMENTS 4-4-070F6= 35 SF OF LANDSCAPING PER PARKING STALLTOTAL NUMBER OF PROPOSED STALLS= 769LANDSCAPED AREA REQUIRED = 26,915 SF (769 x 35 SF)LANDSCAPED AREA PROPOSED=40,000 SF(EXCEEDS REQUIREMENTS)INTERIOR PKNG TREES REQUIRED 4-4-070 H-5a=1 TREE PER 6 STALLSTOTAL NUMBER OF STALLS= 769TOTAL TREES REQUIRED = 128 TREES(769 / 6)TOTAL TREES RETAINED= 139 TREES(EXCEEDS REQUIREMENTS)INTERIOR SHRUB REQUIREMENT 4-4-070 H-5b= 1 PER 20 SF OF LANDSCAPED AREAAREA =26,915REQUIRED SHRUBS = 1,660 INSUFFICIENT. APPROVED BY ALEX MORGANROTH,CITY OF RENTON PLANNER. INFILL SHRUBS PROVIDEDAND INTENT OF CODE METINTERIOR GROUND COVER REQ. 4-4-070 H-5c=90%AREA=26,915INSUFFICIENT. SEE PRIOR NOTE ABOVEPROXIMITY TO LANDSCAPE REQ. 4-4-070 H-5d=</= 50' BETWEEN STALLS & LANDSCAPE AREAS=SATISFIEDPERIMETER TREE REQUIREMENT 4-4-070 H-4a= 1 PER 30' OF LINEAL STREET FRONTAGELINEAL STREET FRONTAGE ( ALONG 152ND) =337REQUIRED TREES = 11 (337/30)RETAINED TREES=10 (ONE REPLACEMENT ADDED)PERIMETER SHRUB REQUIREMENT 4-4-070 H-4b=1 PER 20 SQ FT OF LANDSCAPED AREAAREA=4,406 SFREQUIRED SHRUBS=220 (4,406/20)RETAINED SHRUBS = 0 (AREA IS LAWN)PERIMETER GROUND COVER REQ. 4-4-070 H-4c=90% COVERAGE WITHIN 3 YEARSAREA=4,406 SFREQUIRED GROUND COVER=90% COVERAGERETAINED GROUND COVER= 100% (AREA IS LAWN) PARKING LOT AREA LANDSCAPE CALCULATIONSL1.00OVERALLSITE PLAN1" = 100'-0"Graphic Scale: 1" = 100'-0" at full size (22" x 34")050'100'200'400'SEE L1.01SEE 2/L1.02SEE 1/L1.02DATE:NUMBER:PROJECT:New Life Church-RentonJanuary 27, 2025LLA0404.23TITLE:DESIGN:MJLDRAWN:MJLCHECKED:EWSHEET:SCALE:NEW LIFE CHURCH
15711 152ND AVE SE
RENTON, WA 98058 PROJECT ADDRESS:2111 South C Street, Tacoma, WA 98402
253-209-4053 | Moghan@LyonLA.comREVISIONS:REV 1:REV 2:REV 3:Know what'sbelow.before you dig.CallRDRAWING SET:PERMITSUBMITTALSEE L1.03PR23-000146 C24004215 LUA23-000330
TED-40-4324
R-432447
KIDS OFFICE
(10'X8'6")
CARE
(9'9"X9')
YOUTH
PASTOR
(10'X9')
WORSHIP
PASTOR
(8'6"X10')
MECH.MECH
SM CONF
(13'6"X9')
DIRECTOR
(10'X9')
FINANCE
SUITE
HR/PAY
(10'X8'0'')
KIDS OFFICE
(10'X8'6")
KIDS OFFICE
(10'X8'6")
BREAK
AREA
GROUP
PASTOR
(7'6"X10')
YOUTH
WORSHIP
FIRE
SPRINK FINANCE
SUITE
ELEC.
Δ
152ND AVE SE(4) TREES TO BE REMOVED X
X
X
X
RESTORE DISTURBED AREAS
AND REPLACE WITH LAWN
PLANT SCHEDULE
QTY. BOTANICAL NAME COMMON NAME SIZE & SPACING, NOTES
SHRUBS
4 Choisya ternata Mexican Orange Blossom 5 gal, spacing as shown
3 Berberis thunbergii 'Rose Glow'Rose Glow Barberry 5 gal, spacing as shown
83 Mahonia aquifolium 'Compacta'Compact Oregon Grape 1 gal @ 3' OC, triangular spacing
28 Myrica californica Pacific Wax Myrtle 3 gal @ 6' OC
14 Nandina domestica 'Gulf Stream'Gulf Stream Heavenly Bamboo 3 gal @ 3' OC
8 Pieris japonica 'Mountain Fire'Mountain Fire Pieris 5 gal @ 5' OC
24 Polystichum munitum Western Sword fern 1 gal @ 3' OC
18 Prunus laurocerasus 'Otto Luyken'Otto Luyken Laurel 3 gal @ 4' OC
89 Rosa nootkatensis Nootka rose 1 gal @ 3' OC
14 Spiraea betulifolia 'Tor'Birchleaf Spirea 3 gal @ 3' OC
1 Spiraea japonica 'Walbuma'Magic Carpet Spirea 5 gal, spacing as shown
GROUNDCOVERS / GRASSES
251 Arctostaphylos uva-ursi Kinnikinnick 'Vancouver Jade'1 gal @ 3' OC
'Vancouver Jade'
6 Calamagrostis × acutiflora Feather Reed Grass 1 gal @ 4' OC
‘Karl Foerster’
34 Pennisetum alopecuroides Little Bunny Fountain Grass 1 gal @ 2' OC
'Little Bunny'
48 Calluna vulgaris 'Firefly'Firefly Heather 1 gal @ 30" OC
TREES
2 Abies lasiocarpa Subalpine Fir 6'-8' ht, uniform & full bodied, B&B
3 Acer truncatum x platanoides Crimson Sunset Maple 2" cal & 8'-12' ht min, 40' OC ±, fully branched & uniform, adjust around utilities in the field, B&B
1 Acer platanoides Norway Maple 2" cal & 8'-12' ht min, fully branched & uniform, spacing as shown, B&B
3 Acer truncatum 'Warrenred'Pacific Sunset Maple 2" cal & 8'-12' ht min, fully branched & uniform, spacing as shown, B&B
3 Carpinus caroliniana Native Flame American Hornbeam 2" cal & 8'-12' ht min, fully branched & uniform, spacing as shown, B&B
X Existing trees to be removed for construction
11 trees proposed to be removed
12 trees proposed to be added. (1:1 replacement requirement)
Existing Trees
LANDSCAPE SPECIFICATIONS & NOTES
1.SCOPE OF WORK
a.The landscaping and irrigation work is part of a larger site project resulting in disturbance to the site, landscape and irrigation. As such, the landscape
contractor shall coordinate all work with the general contractor, both before any construction begins, and during the course of construction.
2.MATERIALS
a.Topsoil. Topsoil A shall be a 3 way blend of the following products; sandy loam, sand and organic compost (40-40-20). Refer to Specifications
b.Mulch. Mulch shall be dark fine mulch, applied to a 2” compacted depth on all beds. Mulch available from Pacific Topsoil 800-884-7645
c.Fertilizer. Agraform 21-gram tablet time release fertilizer shall be used in all plantings. Place 1 for each ground cover, 2 for each shrub and 4 for each tree.
They shall be placed in the plant pits as detailed. Also, top dress all plants with a suitable 'starter' fertilizer.
d.Tree Stakes. Tree stakes shall be 2” diameter x 8' length Lodgepole pine. Fasteners shall be 1” PVC Chain-Lock, placed as detailed.
3.SOIL PREPARATION
a.Prior to any landscape work, contractor shall remove, or have removed, all debris from the other building trades from the landscape surfaces. NO landscape
work shall commence until the areas are cleared of other trades debris.
b.Cultivate the existing ground surface to a minimum depth of 8” and remove all rocks over 1”, existing roots and other debris.
c.Fine grade the subgrade to adjoining surfaces in preparation of adding specified topsoil.
d.Beds. Place a minimum of 8” of specified topsoil on all beds and till or cultivate the topsoil a minimum depth of 8”. Remove all rock and debris which may
surface. Finished grade of topsoil shall be 2.5” below adjoining paved surfaces, allowing 2” for mulch. Therefore, finished grade shall be 1/2" below paved
surface.
4.PLANTING OF TREES, SHRUBS AND GROUNDCOVERS
a.Contractor responsible to verify quantities.
b.Contractor is to confirm that all beds are prepared and ready for planting, without interference with other trades.
c.Layout all plants as per plan and approval by Landscape Architect or Owner's Rep, making sure the plants are orientated to give best appearance to the
viewer.
d.Pit plant all plants into prepared soil and plant per the details. While planting, water the plants into the plant pits thoroughly soaking the root balls and soil.
Place fertilizer tablets as specified, filling plant pits with specified topsoil. Top dress fertilize when completed.
e.Trees planted 5' or less from paved surfaces shall be planted with root barrier control.
f.Shrubs and groundcover shall be planted to attain coverage of 90% of the planting area within 3 years.
5.SOD PREPARATION
a.Place approx. 4" of specified soil mix to prepare the areas prior to placing sod, filling all depressions and removing all high spots. Compact uniformly with a
water filled drum.
b.Install sod, making sure the sides and ends are butted tightly together. After sod is installed, roll it with a water filled drum.
c.Installed sod must be flush with plant beds and adjoining concrete surfaces.
d.Water with automatic irrigation to assure well rooting and growth of the lawn.
e.Fence off areas from foot traffic or others through establishment period and until final approval.
f.Mow a minimum of 2x before when lawn is long enough for mowing prior to final approval.
6.LAWN ESTABLISHMENT
a.Confirm a full coverage, working automatic irrigation system, prior to installation of lawn. Mow every 7-10 days until established and approved.
7.WARRANTY
a. All landscaping shall be warranted for one year from FINAL ACCEPTANCE. Plants requiring replacement shall be of the original variety and size as specified
herein.
8.IRRIGATION
a.An automatic irrigation system shall be installed through the Bidder Design process
b.Contractor to confirm location of controller with owner.
c.Contractor to provide Coverage Test for approval by Landscape Architect or Owner.
d.Contractor to provide As-Built Drawing of irrigation system.
L1.01
PLANTING
PLAN
BUILDING
1" = 20'-0"
Graphic Scale: 1" = 20'-0" at full size (22" x 34")
0 10'20'40'80'
DATE:
NUMBER:
PROJECT:New Life Church-Renton
January 27, 2025
LLA0404.23
TITLE:
DESIGN:MJL
DRAWN:MJL
CHECKED:EW
SHEET:
SCALE:NEW LIFE CHURCH15711 152ND AVE SERENTON, WA 98058PROJECT ADDRESS:2111 South C Street, Tacoma, WA 98402253-209-4053 | Moghan@LyonLA.comREVISIONS:
REV 1:
REV 2:
REV 3:
Know what's below.
before you dig.Call
R
DRAWING SET:
PERMIT
SUBMITTAL
PR23-000146C24004215LUA23-000330TED-40-4324R-432448
154
T
H
P
L
S
E
154
T
H
P
L
S
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152ND
A
V
E
S
E MAPLE VALLEY HIGHWAY - SR 169STREET TREES, APPROX 40' OC. SPACING25' MIN FROM STREET LIGHT, TYPRESTORE WITH NATIVE VEGETATION(4) TREES TO BE REMOVEDXXXXLIMITS OF WORK, REFER TO CIVILLIMITS OF ROW WORK,REFER TO CIVILADJUST STREET TREES TO BE A MINIMUMOF 5' FROM UTILITY BOXES, TYPMAPLE VALLEY HWYMAPLE VALLEY HWYMAPLE VALLEY HIGHWAY - SR 169(1) TREE TO BE REMOVEDLIMITS OF WORK, REFER TO CIVILXSEE 2/L1.02
SEE 1/L1.02FRONTAGE LANDSCAPE PLAN2FRONTAGE LANDSCAPE PLAN1DATE:NUMBER:PROJECT:New Life Church-RentonJanuary 27, 2025LLA0404.23TITLE:DESIGN:MJLDRAWN:MJLCHECKED:EWSHEET:SCALE:NEW LIFE CHURCH
15711 152ND AVE SE
RENTON, WA 98058 PROJECT ADDRESS:2111 South C Street, Tacoma, WA 98402
253-209-4053 | Moghan@LyonLA.comREVISIONS:REV 1:REV 2:REV 3:Know what'sbelow.before you dig.CallRDRAWING SET:PERMITSUBMITTALL1.02LANDSCAPEPLANFRONTAGE1" = 20'-0"Graphic Scale: 1" = 20'-0" at full size (22" x 34")80'40'20'10'0PR23-000146 C24004215 LUA23-000330
TED-40-4324
R-432449
152ND AVE SE152ND AVE SESE 155T
H
P
L
A
C
E
X
(3) PROPOSED PARKING
LOT/STREET TREES AT 35' OC
(1) SPIREA MAGIC CARPET,
WHICH WOULD PROVIDE 2
SHRUBS BETWEEN EACH TREE
(3) ROSE GLOW BARBERRY,
WHICH WOULD PROVIDE 1
SHRUB BETWEEN EACH
TREE IN THIS ISLAND AREA
EXISTING SHRUBS AND
GROUNDCOVERS TO REMAIN,
TYPICAL
EXISTING SHRUBS AND
GROUNDCOVERS TO REMAIN,
TYPICAL
EXISTING SHRUBS AND
GROUNDCOVERS TO REMAIN,
TYPICAL EXISTING TREES AND LAWN
TO REMAIN, TYPICAL
EXISTING TREES AND LAWN
TO REMAIN, TYPICAL
RESTORE DISTURBED AREAS
AND REPLACE WITH LAWN
L1.03
PLANTING
PLAN
PARKING LOT
1" = 20'-0"
Graphic Scale: 1" = 20'-0" at full size (22" x 34")
0 10'20'40'80'
DATE:
NUMBER:
PROJECT:New Life Church-Renton
January 27, 2025
LLA0404.23
TITLE:
DESIGN:MJL
DRAWN:MJL
CHECKED:EW
SHEET:
SCALE:NEW LIFE CHURCH15711 152ND AVE SERENTON, WA 98058PROJECT ADDRESS:2111 South C Street, Tacoma, WA 98402253-209-4053 | Moghan@LyonLA.comREVISIONS:
REV 1:
REV 2:
REV 3:
Know what's below.
before you dig.Call
R
DRAWING SET:
PERMIT
SUBMITTAL
PR23-000146C24004215LUA23-000330TED-40-4324R-432450
SCALE: 1" = 1'-0"CONIFER PLANTING DETAILCOVER SOILLOOSENED AREAWITH 2" MULCH. KEEPMULCH 3" AWAY FROMTREE TRUNKSOIL BACKFILL(SEE SPECS)PLACE ROOTBALL ONSOLID SOILREMOVE BURLAPFROM TOP 12 OFROOTBALLTILL COMPACTEDSUBGRADE ASSPECIFIEDDIG THE PLANTINGPIT AT LEASTTWICE THE SIZEOF THE ROOTBALLPLACE TOP OFROOTBALL 1" ABOVELEVEL GROWING INNURSERYNOTES:1. FERTILIZE & WATER ASSPECIFIED FOLLOWINGPLANTING.2. SEE SPECS FOR ADDITIONALINFORMATION3. SEE STAKING DETAILS.SCALE: NTSSCALE: 1" = 1'-0"CONIFER TREE STAKING2/3 HEIGHT OF TREE
2" Ø LODGE POLE STAKE.PLACEOUTSIDEROOTBALL1" CHAIN LOCK TREE TIE3' MIN45°-60°8"MINSCALE: NTSSCALE: 3/4" = 1'=0"DECIDUOUS TREE PLANTING DETAILPLACE ROOTBALL ON SOLID SOILNOTE:1. FERTILIZE AND WATER ASSPECIFIED FOLLOWING PLANTING.2. SEE SPECIFICATIONS FORADDITIONAL INFORMATION.3. SEE STAKING DETAILSSPECIFIED TOPSOILDIG THE PLANTING PIT AT LEAST 2TIMES THE SIZE OF THE ROOTBALLCOVER SOIL LOOSENED AREA WITH 2"BARK MULCH. KEEP MULCH 3" FROMTREE TRUNKSTRONG STOUT STEMS AND BUDSROTOTILLCOMPACTEDSUBGRADE ASSPECIFIEDWIDE BRANCHATTACHMENTREMOVE BURLAP FROMTOP HALF OF ROOTBALLSCALE: NTSSCALE: 3/4" = 1'=0"DECIDUOUS TREE STAKING DETAILTO BOTTOM BRANCHES
STAKE TO PENETRATE 12" MIN.BELOW BOTTOM OF PLANTING PIT1'2" Ø LODGE POLE STAKE. PLACEOUTSIDE ROOTBALL(2) 1" CHAIN-LOCK TREE TIESSCALE: NTSSCALE: 1/2" = 1'-0"SHRUB PLANTING DETAILFGSPREAD ROOTS OF BASEROOT PLANTS OUT OVERCONE OF HAND-FIRMEDTOPSOILCONE OF HAND-FIRMEDTOPSOIL FOR BALL &BURLAP PLANTSNOTES:1. USE PLANT STARTER SOLUTIONDURING PLANTING OPERATION.FEED AS SPECIFIED.2. SHRUBS SHALL BEAR SAMERELATION TO FINISHED GRADE ASIT BORE TO PREVIOUS EXISTINGGRADE. TOP OF ROOTBALL SHALLBE 1" ABOVE FINISHED GRADESAUCERTOPSOIL BACKFILL(SEE SPECS)REMOVE BURLAP FROM TOP12 OF ROOT BALL2" MULCH3" MIN
18" MIN
6"12"MINSCALE: NTSSCALE: 1" = 1'-0"GROUNDCOVER PLANTING DETAIL6"6"1 FERTILIZER TABLETSPECIFIED TOPSOIL2" MULCHSCALE: NTS123456SCALE: 1/2" = 1'-0"TREE & SHRUB SLOPE PLANTING DETAILEXIST. SUBGRADESCALE: NTS12" MINFINISHED GRADEORIGINAL GRADEMULCH, AS SPECIFIEDPLANTING SOIL &FERTILIZERBLEND INTOEXIST. SLOPESAUCER BUILTON LOW SIDEPLANT SET ATORIGINAL DEPTHEXIST. SUBGRADE12" MINFGORIGINAL GRADEMULCH, AS SPECIFIED.KEEP 3" AWAY FROM TRUNKPLANTING SOIL & FERTILIZERBLEND INTOEXIST. SLOPESAUCER BUILTON LOW SIDEPLANT SET ATORIGINAL DEPTH7DATE:NUMBER:PROJECT:New Life Church-RentonJanuary 27, 2025LLA0404.23TITLE:DESIGN:MJLDRAWN:MJLCHECKED:EWSHEET:SCALE:NEW LIFE CHURCH
15711 152ND AVE SE
RENTON, WA 98058 PROJECT ADDRESS:2111 South C Street, Tacoma, WA 98402
253-209-4053 | Moghan@LyonLA.comREVISIONS:REV 1:REV 2:REV 3:Know what'sbelow.before you dig.CallRDRAWING SET:PERMITSUBMITTALL1.04PLANTINGDETAILSNTSPR23-000146 C24004215 LUA23-000330
TED-40-4324
R-432451
PLANT IMAGESDATE:NUMBER:PROJECT:New Life Church-RentonJanuary 27, 2025LLA0404.23TITLE:DESIGN:MJLDRAWN:MJLCHECKED:EWSHEET:SCALE:NEW LIFE CHURCH
15711 152ND AVE SE
RENTON, WA 98058 PROJECT ADDRESS:2111 South C Street, Tacoma, WA 98402
253-209-4053 | Moghan@LyonLA.comREVISIONS:REV 1:REV 2:REV 3:Know what'sbelow.before you dig.CallRDRAWING SET:PERMITSUBMITTALL1.05PLANTIMAGESNTSPR23-000146 C24004215 LUA23-000330
TED-40-4324
R-432452
MAPLE VALLEY HWY154T
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P
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152N
D
A
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H
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152ND AVE SE
LOT 3LOT 2SE 155TH PLLOT 1KC SP
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33
86 ROSAFN20111101900002 B.N.R.R. (ABANDONED)KIDS OFFICE(10'X8'6")CARE
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DIRECTOR(10'X9')FINAN
CE
SUITEHR/PAY(10'X8'0'')KIDS OFFICE(10'X8'6")KIDS OFFICE(10'X8'6")BREA
KAREA
GROU
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SUITE
ELEC.MAPLE VALLEY HIGHWAY - SR 169152ND AVE
S
E MAPLE VALLEY HIGHWAY - SR 169Δ152ND AVE SE MAPLE VALLEY HIGHWAY - SR 169152ND AVE SE152ND AVE SE
SE 155TH PLACEMBFMFSC8888 888888881010
1010
10 10101001 10 10101010 1010
101010 1010
10 1010
L8
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8
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4"1"34"3
4"L2.00OVERALLIRRIGATIONPLAN1" = 100'-0"Graphic Scale: 1" = 100'-0" at full size (22" x 34")050'100'200'400'SEE L2.01SEE 2/L2.02SEE 1/L2.02DATE:NUMBER:PROJECT:New Life Church-RentonJanuary 27, 2025LLA0404.23TITLE:DESIGN:MJLDRAWN:MJLCHECKED:EWSHEET:SCALE:NEW LIFE CHURCH
15711 152ND AVE SE
RENTON, WA 98058 PROJECT ADDRESS:2111 South C Street, Tacoma, WA 98402
253-209-4053 | Moghan@LyonLA.comREVISIONS:REV 1:REV 2:REV 3:Know what'sbelow.before you dig.CallRDRAWING SET:PERMITSUBMITTALPR23-000146 C24004215 LUA23-000330
TED-40-4324
R-432453
KIDS OFFICE
(10'X8'6")
CARE
(9'9"X9')
YOUTH
PASTOR
(10'X9')
WORSHIP
PASTOR
(8'6"X10')
MECH.MECH
SM CONF
(13'6"X9')
DIRECTOR
(10'X9')
FINANCE
SUITE
HR/PAY
(10'X8'0'')
KIDS OFFICE
(10'X8'6")
KIDS OFFICE
(10'X8'6")
BREAK
AREA
GROUP
PASTOR
(7'6"X10')
YOUTH
WORSHIP
FIRE
SPRINK FINANCE
SUITE
ELEC.
Δ
152ND AVE SEAUTOMATIC CONTROLLER,
COORDINATE EXACT LOCATION W/
OWNERS REPRESENTATIVE
IRRIGATION POINT
OF CONNECTION L2.03
1
MBFMFSC
8 8
8 8
8 8
8
88
8
8 8
10 10 1010 10
10101001
10
10
10
10
10
1010
10
10 10
10
10 10
1010
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8
8
8
8
8
8
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8
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88
8
8
8 8
8 S 8 8 8 8 8 8 8
8 8 8 8 8 8 8
S S R
8 8
88
L
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8 8
8 8
8 8
1"
515.0
1"
6 16.3
1"
7 12.2
1"
2"
3 4"3 4"
34"
1"
1"
34"34"
34"
34"
1"3 4"
1"
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD 1812-PRS-U 15 STRIP SERIES
SHRUB SPRAY, 12IN. POP-UP SPRINKLER WITH
CO-MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/2IN.
NPT FEMALE THREADED INLET. WITH PRESSURE
REGULATING DEVICE.
26
RAIN BIRD 1812-PRS-U U8 SERIES
SHRUB SPRAY, 12IN. POP-UP SPRINKLER WITH
CO-MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/2IN.
NPT FEMALE THREADED INLET. WITH PRESSURE
REGULATING DEVICE.
45
RAIN BIRD 1812-PRS-U U10 SERIES
SHRUB SPRAY, 12IN. POP-UP SPRINKLER WITH
CO-MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/2IN.
NPT FEMALE THREADED INLET. WITH PRESSURE
REGULATING DEVICE.
23
RAIN BIRD 1812-PRS-U U12 SERIES
SHRUB SPRAY, 12IN. POP-UP SPRINKLER WITH
CO-MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/2IN.
NPT FEMALE THREADED INLET. WITH PRESSURE
REGULATING DEVICE.
1
RAIN BIRD 1812-PRS-U U15 SERIES
SHRUB SPRAY, 12IN. POP-UP SPRINKLER WITH
CO-MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/2IN.
NPT FEMALE THREADED INLET. WITH PRESSURE
REGULATING DEVICE.
21
RAIN BIRD 1812-PRS-U HE-VAN SERIES
SHRUB SPRAY, 12IN. POP-UP SPRINKLER WITH
CO-MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/2IN.
NPT FEMALE THREADED INLET. WITH PRESSURE
REGULATING DEVICE.
14
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD PEB-PRS-D
1IN., 1-1/2IN., 2IN., 3IN. PLASTIC INDUSTRIAL REMOTE
CONTROL VALVE. LOW FLOW OPERATING CAPABILITY,
GLOBE CONFIGURATION. WITH PRESSURE REGULATOR
MODULE.
7
RAIN BIRD 44-LRC
1IN. BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE
BODY.
1
GATE VALVE
2" RESILIENT SEATED GATE VALVE
2
RAIN BIRD EFB-CP 2"
1IN., 1-1/4”, 1-1/2IN., 2IN. BRASS MASTER VALVE, THAT IS
CONTAMINATION PROOF W/SELF-FLUSHING FILTER
SCREEN. GLOBE CONFIGURATION, RECLAIMED WATER
COMPATIBLE, AND PURPLE HANDLE COVER DESIGNATES
NON-POTABLE WATER USE.
1
WATER METER 1"1
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 1,696 L.F.
IRRIGATION MAINLINE: PVC SCHEDULE 40 562.7 L.F.
PIPE SLEEVE: PVC CLASS 200 SDR 21
SLEEVING SHALL BE DUCTILE IRON UNDER PAVEMENT 60.4 L.F.
EST CST SSTRCSLCS
E L R C S
FHTQ
8 8 8 8
Q T H F
10 10 10 10
Q T H TT TQ F
12 12 12 12 12 12
Q T H TT TQ F
15 15 15 15 15 15
08HE-VAN 12HE-VAN
10HE-VAN 15HE-VAN
8
01
21
51
M
M
Valve Number
Valve Size
Valve Flow
Valve Callout
##
#"
IRRIGATION SCHEDULE
Generated:2025-01-10 10:22
P.O.C. NUMBER: 01
Water Source Information:
FLOW AVAILABLE
Water Meter Size:1"
Flow Available 37.5 GPM
PRESSURE AVAILABLE
Static Pressure at POC:60 PSI
Elevation Change:5.00 ft
Service Line Size:3"
Length of Service Line:20 ft
Pressure Available:58 PSI
DESIGN ANALYSIS
Maximum Station Flow:19.39 GPM
Flow Available at POC:37.5 GPM
Residual Flow Available:18.11 GPM
Critical Station:3
Design Pressure:30 PSI
Friction Loss:3.38 PSI
Fittings Loss:0.34 PSI
Elevation Loss:0 PSI
Loss through Valve:2.83 PSI
Pressure Req. at Critical Station:36.5 PSI
Loss for Fittings:0.13 PSI
Loss for Main Line:1.34 PSI
Loss for POC to Valve Elevation:0 PSI
Loss for Backflow:5.26 PSI
Loss for Master Valve:0.5 PSI
Loss for Water Meter:2.08 PSI
Critical Station Pressure at POC:45.9 PSI
Pressure Available:58 PSI
Residual Pressure Available:12.1 PSI
CRITICAL ANALYSIS
1.THE CONTRACTOR IS TO INSTALL AN AUTOMATIC IRRIGATION SYSTEM THAT WILL PROVIDE 100% COVERAGE FOR ALL
LANDSCAPED AREAS.
2.REFER TO DETAILS FOR INSTALLATION INSTRUCTIONS.
3.MEET ALL APPLICABLE LOCAL AND MUNICIPAL CODES FOR WORK NECESSARY IN IRRIGATION SYSTEM INSTALLATION.
4.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, AND USE/SALES TAXES APPLICABLE TO THIS
PROJECT.
6.VERIFY ALL SITE INFORMATION PRIOR TO CONSTRUCTION. NOTIFY OWNER/LANDSCAPE ARCHITECT OF ANY
DISCREPANCIES FROM PREPARED IRRIGATION PLANS.
7.LOCATE ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGE TO UNDERGROUND UTILITIES CAUSED BY INSTALLATION OF IRRIGATION SYSTEM.
8.CONTRACTOR IS TO REFER TO AND COORDINATE IRRIGATION SYSTEM INSTALLATION WITH LANDSCAPE PLANS. AVOID
CONFLICTING LOCATIONS BETWEEN PIPING AND LANDSCAPE MATERIAL, EDGING, ETC.
9.TAP LOCATION ON PLAN IS SCHEMATIC, CONTRACTOR IS TO VERIFY LOCATION AND COORDINATE WITH OWNER AND ALL
OTHER DISCIPLINES.
10.CONTRACTOR IS TO PROVIDE ALL NECESSARY PIPE, VALVES, ETC. DOWNSTREAM FROM POINT OF CONNECTION NOT
INSTALLED BY OTHER DISCIPLINES.
11.CONTRACTOR IS TO VERIFY AVAILABLE PRESSURE AND FLOW AT POINT OF CONNECTION PRIOR TO INSTALLATION OF
IRRIGATION SYSTEM EQUIPMENT AND NOTIFY LANDSCAPE ARCHITECT WITH VERIFICATION FIGURES. FAILURE TO NOTIFY
LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR TAKING RESPONSIBILITY FOR ANY ALTERATIONS TO THE PLAN
DUE TO VARIATIONS OF PRESSURE OR FLOW AT HIS/HER OWN RISK.
12.INSTALL MANUAL DRAIN VALVES AT ALL LOW POINTS TO ALLOW FOR SYSTEM WINTERIZATION.
13.CONTRACTOR TO COORDINATE INSTALLATION OF SLEEVING WITH BUILDING CONSTRUCTION AND INSTALLATION OF
PAVING AND SIDEWALKS. ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS IS BY CONTRACTOR UNLESS
OTHERWISE NOTED. ALL MAINLINES, LATERAL LINES, DRIP LINES AND CONTROL WIRES UNDER PAVED SURFACES ARE TO
BE INSTALLED IN SLEEVING. INSTALL SLEEVING AS PER DETAIL AND SPECIFICATIONS. ALL SLEEVING TO BE TWICE THE
SIZE OF PIPING ROUTED THROUGH SLEEVE.
14.ALL PIPING, PVC ELECTRICAL SLEEVES, ETC. UNDER PAVING SHALL BE INSTALLED PRIOR TO PAVING WORK. NO TEES,
ELLS OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING EXCEPT WHERE SHOWN ON DRAWING. CAP ALL
ENDS HAND TIGHT PRIOR TO BACKFILL USE PVC SCHEDULE 40 PIPE FOR ALL NON-PRESSURE LATERAL LINE PIPING
INSTALLED UNDER PAVED AREAS.
15.CONTRACTOR IS TO PROVIDE ELECTRICAL POWER TO THE AUTOMATIC CONTROLLER. COORDINATE LOCATION WITH
OWNER/LANDSCAPE ARCHITECT.
16.CONTRACTOR SHALL EXTEND SPARE CONTROL WIRES FROM EACH CONTROLLER TO THE END OF THE MAINLINE SERVING
THAT CONTROLLER. SEE DETAILS FOR NUMBER OF SPARE WIRES AND INSTALLATION REQ.
17.INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL MALE
PIPE THREADS ON ALL IRRIGATION SWING JOINT AND VALVE ASSEMBLIES.
18.ALL TRENCHES TO BE PUDDLED AND COMPACTED TO THE SAME DENSITY AS THE UNDISTURBED ADJACENT SOIL.
19.CONTRACTOR TO PERFORM IRRIGATION AUDIT FOR IRRIGATION ZONES AS PART OF FINAL IRRIGATION ACCEPTANCE.
20.IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED IN LANDSCAPED AREAS AND WITHIN
THE PROPERTY LIMITS. ANY EQUIPMENT SHOWN OUTSIDE OF THESE LIMITS IS SHOWN IN THAT LOCATION FOR
GRAPHICAL CLARITY ONLY. ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 2'-0" FROM EDGE OF ANY PAVED
SURFACES. AND A MINIMUM OF 3'-0" FROM THE CENTERLINE OF ANY DRAINAGE SWALES.
21.IF PROPOSED IRRIGATION SYSTEM IS CONNECTING TO AN EXISTING SYSTEM, CONTRACTOR IS RESPONSIBLE FOR
TESTING AND VERIFYING BOTH EXISTING AND NEW IRRIGATION SYSTEMS PROVIDE 100% COVERAGE.
GENERAL NOTES
NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC PRECIP
1 RAIN BIRD PEB-PRS-D 1"SHRUB SPRAY 15.72 33.6 41.6 0.77 in/h
2 RAIN BIRD PEB-PRS-D 1"SHRUB SPRAY 17.33 34.2 42.9 0.79 in/h
3 RAIN BIRD PEB-PRS-D 1"SHRUB SPRAY 19.39 36.5 45.9 2.27 in/h
4 RAIN BIRD PEB-PRS-D 1"SHRUB SPRAY 13.64 33.7 41.0 1.18 in/h
5 RAIN BIRD PEB-PRS-D 1"SHRUB SPRAY 14.98 33.5 40.3 1.35 in/h
6 RAIN BIRD PEB-PRS-D 1"SHRUB SPRAY 16.3 33.2 40.4 1.29 in/h
7 RAIN BIRD PEB-PRS-D 1"SHRUB SPRAY 12.23 34.1 40.7 1.39 in/h
VALVE SCHEDULE
L2.01
BUILDING
IRRIGATION
PLAN
1" = 20'-0"
Graphic Scale: 1" = 20'-0" at full size (22" x 34")
0 10'20'40'80'
DATE:
NUMBER:
PROJECT:New Life Church-Renton
January 27, 2025
LLA0404.23
TITLE:
DESIGN:MJL
DRAWN:MJL
CHECKED:EW
SHEET:
SCALE:NEW LIFE CHURCH15711 152ND AVE SERENTON, WA 98058PROJECT ADDRESS:2111 South C Street, Tacoma, WA 98402253-209-4053 | Moghan@LyonLA.comREVISIONS:
REV 1:
REV 2:
REV 3:
Know what's below.
before you dig.Call
R
DRAWING SET:
PERMIT
SUBMITTAL
PR23-000146C24004215LUA23-000330TED-40-4324R-432454
154
T
H
P
L
S
E
154
T
H
P
L
S
E
152ND
A
V
E
S
E MAPLE VALLEY HIGHWAY - SR 169SSSSSSSSSSSSSSLLLRR1515151515151515155151512151121515151515151515151515511511512111 111111111MAPLE VALLEY HWYMAPLE VALLEY HWYMAPLE VALLEY HIGHWAY - SR 169S((2L22
S((1L22)R217$*(,RR,*$7,213L$12)R217$*(,RR,*$7,213L$11DATE:NUMBER:PROJECT:New Life Church-RentonJanuary 27, 2025LLA0404.23TITLE:DESIGN:MJLDRAWN:MJLCHECKED:EWSHEET:SCALE:NEW LIFE CHURCH
15711 152ND AVE SE
RENTON, WA 98058 PROJECT ADDRESS:2111 South C Street, Tacoma, WA 98402
253-209-4053 | Moghan@LyonLA.comREVISIONS:REV 1:REV 2:REV 3:Know what'sbelow.before you dig.CallRDRAWING SET:PERMITSUBMITTALL2.02FRONTAGEIRRIGATIONPLAN1" = 20'-0"*UDSKLFSFDOH 1 2
DWIXOOVL]H 22[
2
1
PR23-000146 C24004215 LUA23-000330
TED-40-4324
R-432455
DATE:NUMBER:PROJECT:New Life Church-RentonJanuary 27, 2025LLA0404.23TITLE:DESIGN:MJLDRAWN:MJLCHECKED:EWSHEET:SCALE:NEW LIFE CHURCH
15711 152ND AVE SE
RENTON, WA 98058 PROJECT ADDRESS:2111 South C Street, Tacoma, WA 98402
253-209-4053 | Moghan@LyonLA.comREVISIONS:REV 1:REV 2:REV 3:Know what'sbelow.before you dig.CallRDRAWING SET:PERMITSUBMITTALL2.03IRRIGATIONDETAILSNTSSCHED. 80 NIPPLELENGTH TO FIT24"3/4" RE-BAR, 36" MIN. INTOGROUND1 CU. FT. GRAVEL BACKFILL FORDRY WELLSSECURE CONTROL WIRES TO MAINLINE W/PLASTIC LOCK TIES. DIRECT BURY W/MAINLINE AND INSTALL SLACK LOOPEVERY 50 FEET.MAINLINE W/SxSxT TEESWIVEL HOSE ELL FOR HOSE FITTING ONQUICK HOSE COUPLING VALVE KEY. PROVIDE1 KEY FOR EACH QUICK COUPLING VALVE.CONNECT VALVE BOX TO PIPEWITH DUCT TAPE - 3 WRAPS.SECURE W/ STAINLESSSTEEL HOSE CLAMPSSCHED. 80 NIPPLE(S)LENGTH TO FITSCHED. 80 TxT ELLWATERPROOF WIRE SPLICE ALL WIRESPLICES SHALL BE WITHIN VALVEBOXESLASCO SWING JOINTASSEMBLYSET FLUSH W/ FINISH GRADEPLASTIC VALVE BOX, SET FLUSH W/ FINISHGRADEPVC LATERAL @ 12" MIN., 18" MAX.. DEPTHNOTE: WRAP ALL THREADED FITTINGS W/TEFLON TAPE - THREE WRAPS MINIMUM &HAND TIGHTENPVC SxSxT TEE12" LATERALS18" MAINLINEBACKFILL W/ CLEAN SAND6" TO CONC. SURFACE OR SIDEWALK12" TO BUILDING SURFACEFUNNY PIPEPLASTIC FLEXIBLESWING PIPETOP OF HEAD SHALL BE FLUSH W/TOPSOIL & PERP. W/ SURFACE PERRAINBIRD SPECIFICATIONSSPRINKLER HEAD AS SPECIFIEDNOTE: PIPE TRENCH SHALL BE NO WIDERTHAN NECESSARY TO INSTALL PIPE OREQUIPMENT1" DEPTH MIN.SAND BEDDINGPIPESPECIFIED TOPSOIL TYPE A AT DEPTHS ASINDICATED ON PLANROTARY & POP-UP MODELSVALVE ID TAGENCAPSULATINGCONNECTION SEALERS2" FLOW METERPLASTIC VALVE BOX - SETFLUSH W/ FINISH GRADE2" SCHED. 40PVC MAINLINEFLOW FROMMASTER VALVEPROVIDE 36" MIN. OF STRAIGHT &UNOBSTRUCTED 2" SCHED. 40P.V.C. PIPE TO FLOW METER2" SCHED. 40PVC MAINLINEWIRES FROM FLOWMETER4"PROVIDE 18" MIN. OF STRAIGHT& UNOBSTRUCTED 2" SCHED. 40P.V.C. PIPE DOWNSTREAM FROMFLOW METER1 CU. FT. GRAVELBACKFILL FOR DRYWELLSWIRES TO CONTROLLERPVC UNION W/ SCHED. 80 PVC CLOSENIPPLE BOTH SIDES OF VAVLEBALL VAVLE - SAME SIZE ASELECTRIC CONTROL VALVEC.I. FLANGED REDUCER2" SCHED. 40PVC MAINLINEC.I. FLANGED REDUCER2-PVC UNION18" MIN.24" MAX.SCHED. 80 PVC CLOSENIPPLESNOTE: SIZE ALL VALVE BOXES TO ALLOWSUFFICIENT ROOM FOR VALVEREPLACEMENT AND MAINTENANCE.VALVE BOX EXTENSIONAS NECESSARYSET FLUSH W/ FINISH GRADECENTER VALVEIN BOXSPECIFIED RESILIENTSEATED GATE VALVE2" SCHED. 40PVC MAINLINE4x8" M.J. FLANGEDADAPTER2" SCHED. 40PVC MAINLINE2" SCHED. 40PVC MAINLINEWIRES TO CONTROLLERALL SPLICES IN SPECIFIEDWATERPROOF CONNECTORS4x8" M.J. FLANGEDADAPTERPLASTIC VALVE BOX - SET FLUSH W/ FINISHGRADE24" MIN. (FROST LINE)3" MIN.3" MIN.2 CU. FT. GRAVEL BACKFILLFOR DRY WELLSPLASTIC VALVE BOX,SET FLUSH W/ FINISHGRADEMANUAL CONTROL VALVENOT TO SCALEDOUBLE CHECK VALVE (DCV) INSTALLATIONNOT TO SCALEQUICK COUPLER VALVE (QCV)NOT TO SCALEMASTER VALVE INSTALLATION TYP.NOT TO SCALEFLOW METERNOT TO SCALEELECTRIC CONTROL VALVENOT TO SCALESPRINKLER HEAD INSTALLATION - TYPICALNOT TO SCALEPIPE TRENCHNOT TO SCALEPLASTIC VALVE BOX.THREADED ELLQUICK COUPLING VALVEPLASTIC VALVE BOX.CLASS 200 10" PIPESET TOP OF Q.C. 2" MIN.BELOW FINISH GRADE.2" SCHED. 40PVC MAINLINESCHED. 80 NIPPLE1 CU. FT. GRAVEL BACKFILL FOR DRY WELLS1 CU. FT. GRAVEL BACKFILL FOR DRYWELLSPVC LATERALPOINT OF CONNECTION LAYOUTNOT TO SCALE1236547892" DOUBLE CHECK VALVEQUICK COUPLER VALVEFMFLOW METERMANUAL CONTROL VALVEMANUAL CONTROLVALVE36"UNOBSTRUCTED2" SCHEDULE40 PVC PIPE4326MASTER VALVE522" MAINLINE2" MAINLINE18" OF UNOBSTRUCTED2" SCHEDULE40 PVC PIPEMANUAL DRAIN VALVEL2.03IRRIGATIONMETER. SEE CIVILDRAWINGS FORWATER METERLOCATION.L2.03L2.03L2.03L2.03L2.03PR23-000146 C24004215 LUA23-000330
TED-40-4324
R-432456
# Date CommentsChecked By:Scale:Revisions
Page 1 of 2Date:8/14/2024Drawn By: RSNew Life Church Office Building Site(10'X8'6")KIDS OFFICE
(9'9"X9')
CARE
(10'X9')
PASTOR
YOUTH
(8'6"X10')
WORSHIP
PASTOR
MECH.MECH
(13'6"X9')
SM CONF
(10'X9')
DIRECT
OR
SUITEFINANCE
(10'X8'0'
')
HR/PAY
(10'X8'6")KIDS OFFICE
(10'X8'6")KIDS OFFICE
BREAK
AREA
(7'6"X10')
GROUP
PASTOR
YOUTH
WORSHI
P
FIRE
SPRINK
HINGELATCHHIN
GE
LATCHHINGE LATCH
HINGELATCH HINGELATCH
SUITEFINANCE
ELEC.
VAN
?
OFFICE
±3,642 SF
FFE=111.17
ELEC.
TELECOM
1" DOM. WTR
4" FIRE
4" FDCEX
EX
EX EX
EX
EX
EX
EX
EX
EX
0.7 0.80.80.70.70.70.70.60.70.70.8 0.7 0.70.70.70.70.80.80.80.80.70.7
0.7
0.7 0.5
1.11.11.11.01.01.01.01.01.01.0
0.8
0.9
0.7 0.50.50.50.50.60.60.60.60.60.7
1.0
0.6
1.0
0.50.50.50.50.60.60.60.6
0.8
0.6
1.1
0.70.70.70.70.70.70.70.70.7
0.7
0.6
1.0 0.70.80.80.80.80.80.80.80.90.91.0 0.91.1 1.01.11.11.11.01.01.11.11.1
1.0
0.9
1.1 1.01.01.01.00.91.01.01.01.0
1.1
1.1 0.91.11.11.01.01.01.01.01.00.90.9 1.0 0.8 0.80.80.90.90.80.91.01.00.90.91.1 0.81.1 0.90.90.90.80.80.80.91.00.9
0.5
1.0
0.9
0.8
0.80.90.90.80.80.70.70.80.9 1.00.8 0.90.90.80.90.90.90.80.91.01.0
0.7
0.8 0.81.0 0.50.50.50.60.60.60.60.60.70.8 0.8 0.50.80.80.80.80.80.70.90.90.90.9 0.8
0.7 0.60.60.60.60.60.60.70.70.70.8 0.7 0.60.70.70.80.80.80.80.80.80.8
0.7
0.7 0.6
1.21.21.11.0
0.40.50.50.60.60.60.6 0.60.6 0.60.60.60.60.60.60.60.60.60.8 0.6
0.5 0.60.60.60.60.60.60.60.60.6
0.8
0.5 0.60.50.50.50.50.50.50.60.60.6
0.9
0.5
1.2 0.80.90.90.91.01.01.11.11.11.1
0.6
1.1
0.6
1.21.21.21.11.0
0.40.50.50.5
1.1
1.1
1.2 0.91.01.01.11.11.11.11.11.1
1.2
1.2 0.91.11.11.0
0.40.50.50.60.60.60.6
1.1 0.9 0.70.70.70.70.70.80.80.80.70.70.9 0.80.9 0.80.80.90.90.90.90.80.90.8
0.6
0.8
0.9 0.60.80.80.80.80.90.90.90.90.8 0.70.9 0.70.90.91.01.11.11.11.11.11.1
0.9
0.8 0.71.2 0.60.60.70.70.70.70.70.70.70.8 0.7 0.60.70.70.70.70.70.70.80.80.80.7 0.7
0.6
0.90.80.80.8
0.60.50.50.50.60.9 0.6
1.0
0.60.70.70.80.90.90.80.80.8
0.9
0.6
1.1 0.80.90.90.80.90.90.90.90.90.90.9 1.00.9 1.01.01.11.11.11.11.01.01.0
0.8
0.9
0.9 1.01.11.01.01.01.11.11.11.0 0.80.9 1.10.90.90.90.80.80.8
0.60.60.50.6
1.0 0.7 0.90.90.90.90.91.00.80.80.80.90.9 0.81.1 0.80.80.90.90.81.01.01.01.0
0.7
0.8
0.7 0.70.70.80.70.70.80.80.80.7
0.7
0.7 0.70.80.80.80.80.90.80.80.90.90.9 0.7 0.7
0.6
0.8
0.50.50.60.60.70.70.70.60.7 0.60.7 0.70.80.80.80.70.70.70.70.71.0 0.6
0.7
1.0
0.70.70.80.80.80.70.70.80.8 0.60.7 0.60.70.70.70.70.70.70.80.80.8
0.6
0.7
0.9
0.7
1.01.11.11.11.11.11.01.01.0
0.6
1.0 1.10.80.80.8
0.50.50.50.60.60.60.6
1.0
0.8 0.70.70.70.60.60.70.80.80.9
0.9
0.9 0.60.80.90.90.80.91.00.90.80.90.9 0.9
1.0
0.6
1.00.91.01.11.01.01.01.11.1
0.6
1.0
0.5
0.90.91.01.00.90.80.80.8
0.60.9
1.1
0.5
0.81.01.00.91.01.00.90.90.80.8 1.1
0.5
1.1
0.50.60.60.60.60.60.70.70.8
0.7
0.6
1.0
0.9
0.90.90.80.70.80.91.00.90.91.1 1.0 0.81.01.01.00.91.01.11.01.01.01.1 1.0
1.0 0.80.70.80.91.00.90.91.01.0
1.0
1.0 0.91.10.91.01.11.01.01.01.11.11.1 1.0 0.9
0.9
0.60.60.70.80.80.90.90.90.80.8 0.90.9 0.80.91.00.90.90.90.90.80.80.9 0.8
0.9
1.1
0.90.80.91.00.90.80.90.90.8 0.80.9 0.80.80.80.70.80.81.00.90.81.01.0 0.8 0.7
0.70.91.01.00.90.30.30.8
0.60.60.9 0.6
1.0
0.70.70.60.60.70.80.80.90.90.9 0.6
0.7 0.80.70.70.70.80.80.90.80.8
0.1
0.7 0.80.60.60.60.60.6
0.10.10.10.10.7
0.8 0.5 0.10.10.10.20.20.20.30.30.40.50.8 0.50.7 0.60.70.70.70.90.90.80.80.8
0.1
0.5
0.9 0.50.50.60.80.70.70.91.00.9 0.11.0 0.40.70.80.80.70.70.70.80.80.8
0.7
0.9 0.1 0.10.10.10.10.10.10.10.10.10.10.5 0.10.5 0.10.10.10.10.10.20.20.30.3
0.1
0.1
0.2 0.20.20.20.20.20.20.20.20.2
0.1
0.2 0.20.20.20.20.20.30.30.40.40.50.5 0.2
0.8 0.80.80.90.91.01.00.90.90.80.8
0.2
0.8
0.2
0.80.7
0.10.10.10.10.10.10.20.6
0.7
0.1
0.50.70.60.6
0.10.10.10.10.10.1
0.7
0.1
0.7
0.10.10.10.10.10.10.10.10.1
0.7
0.1
0.8
0.1
0.70.70.70.70.80.80.70.80.70.7 0.7 0.50.70.70.80.80.90.90.90.90.80.8 0.7
0.0
0.60.60.60.50.60.60.60.60.6
0.1 0.0
0.7
0.00.00.00.00.00.00.00.00.1
0.8
0.0
0.8 0.40.40.50.40.50.60.70.70.70.90.7 0.80.7 0.90.90.70.70.80.60.60.60.6
0.1
0.9
0.6 0.90.90.90.90.70.70.70.60.6 0.10.6 0.70.60.60.60.60.50.50.50.60.60.6 0.6 0.2 0.10.10.10.10.10.10.10.10.10.10.9 0.10.9 0.30.40.40.40.40.50.60.80.7
0.2
0.1
0.4 0.10.10.10.10.10.10.10.10.2
0.3
0.3 0.10.40.50.50.50.60.80.70.70.90.9 0.2 0.1
0.60.60.60.60.60.60.6
0.00.00.00.1 0.00.1 0.10.10.10.10.10.10.10.10.10.9 0.0
0.1
0.9
0.00.00.00.10.10.10.10.10.1 0.00.1 0.00.10.10.10.10.10.10.10.10.1
0.8
0.1
0.7
0.2
0.90.70.70.80.70.70.60.70.7
0.0
0.7 0.90.60.60.60.60.60.60.60.6
0.00.0
0.7
0.8 0.60.60.60.60.70.70.80.80.81.0 0.8 0.50.80.80.70.70.80.80.80.90.9
0.8
0.8 0.5 0.50.50.50.50.50.50.50.50.50.50.6 0.50.5 0.50.50.40.40.40.50.50.50.51.0 0.5
0.5 0.40.40.40.40.40.40.40.40.4
1.0
0.4 0.50.50.60.60.60.60.60.60.70.70.8 0.4 0.4
1.11.01.01.01.01.01.00.90.90.8
0.4 0.30.5 0.40.40.40.40.40.40.40.40.5
0.4
0.3
0.5
1.11.11.11.11.11.01.0
0.40.4
0.5
0.5
1.1
0.60.50.50.50.50.50.60.50.50.5 0.5
0.8 0.70.70.70.70.70.70.80.80.80.81.1 0.81.1 0.80.80.80.90.91.01.01.11.1
0.5
0.8
1.0 0.50.70.70.80.80.90.90.91.01.0 0.71.1 0.81.01.01.01.11.11.01.00.9
0.4
0.8
1.1 0.7
0.4
0.50.50.50.50.50.50.50.50.50.7 0.6 0.50.70.60.60.70.70.70.80.80.80.8 0.6
0.8 0.70.80.90.80.80.80.80.80.8 0.30.8 0.70.80.91.01.01.01.00.90.90.80.8 0.8 0.3
0.8
0.30.30.30.30.30.30.30.30.30.8 0.30.7 0.30.40.40.50.60.60.60.60.60.8 0.3
0.7
0.9
0.20.30.30.40.40.50.50.50.5 0.20.6 0.20.70.70.80.80.80.80.80.80.7
1.0
0.6 0.2
0.30.7
0.10.20.20.20.20.20.20.20.2 0.2
0.9
0.20.30.30.20.20.20.20.20.20.2 0.2
0.4 0.30.30.30.40.40.40.40.40.4
0.3
0.4
0.9
0.40.40.40.40.40.40.40.40.40.4 0.4
1.0
0.8
0.80.80.80.80.70.80.80.80.9
0.3
1.00.8 1.01.01.01.00.90.90.90.90.9
0.4
0.9
0.8 0.41.01.01.01.01.00.90.90.80.9 0.90.9 0.8
0.20.20.20.30.30.30.30.30.30.3
0.9 0.7
0.8
0.40.50.50.60.60.60.60.60.70.9 0.7 0.40.80.80.80.80.80.80.80.80.80.8 0.7
0.9 0.81.01.11.21.51.51.11.10.90.7 0.9 0.61.11.41.51.41.11.51.20.90.9
0.8
0.8
0.8 1.31.41.41.41.41.31.31.21.11.0
0.7
0.8
0.6
0.70.7
0.60.50.50.50.60.60.60.7
0.9
0.6
0.80.80.80.7
0.60.60.50.60.6
0.8
0.6
1.1
0.60.70.80.80.91.11.21.21.0
0.6
0.7
1.3 0.60.60.60.60.70.80.90.91.01.00.9 1.21.0 1.31.41.41.41.41.41.31.31.2
1.2
1.1
0.6 1.71.71.51.31.31.00.70.60.6
1.3
0.6 1.30.70.80.91.01.01.01.11.11.21.2 0.6 0.5
1.21.11.01.00.90.90.80.80.70.7
1.7 0.51.5 0.50.50.60.50.50.60.70.91.21.3 0.5
0.6
1.3
1.21.31.31.21.11.01.10.90.7 1.10.6 0.80.60.60.70.80.80.91.01.01.1
0.7
0.6
0.7
1.2
1.31.31.31.21.11.01.00.90.8
1.2
0.7 1.3
0.50.50.50.50.50.50.50.50.60.7
0.8
0.5 0.70.60.70.80.80.90.90.90.80.9 0.6 0.80.50.60.60.60.70.70.70.70.7
1.0
0.7 0.6
1.00.90.90.80.80.80.7
0.60.60.50.8 0.60.8 0.60.60.60.60.70.70.70.80.91.0 0.6
0.7 0.60.60.60.60.60.60.60.60.6
0.8
0.7 0.50.70.60.50.50.50.60.60.70.7
0.8
0.7
1.1 1.01.01.11.21.21.31.31.31.31.3
0.5
1.2
0.5
1.00.90.90.80.80.80.80.8
0.6
1.2
1.2
1.0 1.21.31.31.41.41.41.41.41.3
1.1
1.1 1.00.90.90.80.80.80.7
0.00.00.50.6
1.2 0.7 0.80.91.01.21.31.21.01.10.90.81.1 0.71.0 0.70.70.70.70.70.70.80.91.0
0.7
0.7
1.0 0.70.60.70.70.70.70.70.70.81.0 0.61.0 0.61.11.21.31.31.31.31.31.31.3
1.2
1.0 0.71.2 0.60.60.70.70.70.80.91.00.90.6 0.8 0.70.60.70.70.81.01.00.90.80.80.7 0.8
1.0 0.80.90.90.91.01.01.00.90.9
0.4
0.9 0.50.90.80.70.20.20.20.70.70.7
1.2
0.9 0.4 1.31.51.82.02.12.12.01.71.51.10.7 0.50.6 0.40.40.40.30.30.40.40.40.5
0.4
0.8
0.9 0.60.70.80.90.91.01.01.01.0
0.6
1.0 0.40.91.01.01.00.90.80.80.80.80.8 1.0 1.7 0.40.50.50.50.50.50.50.60.71.00.5 1.30.5 1.90.90.50.50.60.50.40.40.4
1.1
1.1
1.1 0.40.40.40.40.40.50.60.70.8
1.6
1.2 0.31.41.51.71.81.81.71.51.30.90.7 1.0
0.6 0.70.70.80.80.80.80.70.70.70.7
0.4
0.6
0.4
0.60.60.60.60.60.50.5
0.30.30.2
0.7
0.4
0.50.70.70.70.70.70.60.60.5
0.3
0.8
0.4
0.8
0.40.50.40.40.40.50.60.80.9
0.6
0.4
0.7
1.4
0.20.30.30.30.30.30.30.40.50.7 0.7 0.30.80.80.90.90.90.90.80.80.80.8 0.6
1.0 1.00.70.60.50.50.50.60.70.8
0.9
1.0 1.81.01.11.11.11.11.11.11.11.21.2 0.3 0.6
0.7
0.80.80.70.7
0.40.50.50.50.61.4 0.61.4 0.60.70.91.31.51.71.92.02.01.0 0.6
0.3
1.1
1.41.41.00.70.60.50.50.50.6 1.90.8 1.91.01.01.01.11.11.11.11.21.2
0.6
0.7 0.6
0.9
0.90.90.90.80.80.70.7
0.40.51.7 0.5
1.0
0.60.60.60.60.70.91.31.41.61.9 0.5
1.0 0.50.60.60.70.80.91.01.01.0
0.8
1.1 0.51.01.01.01.01.01.00.90.90.80.8 1.0 1.2
1.3
0.40.50.50.50.50.50.50.50.60.5 0.80.5 1.31.41.71.70.80.81.10.80.60.8 0.6
1.1
0.8
0.50.50.50.60.70.80.90.91.0 0.71.0 1.01.11.11.11.01.11.11.11.01.00.9 1.0 0.7
0.7
0.70.6
0.40.50.50.50.60.60.60.5 0.6
0.8
0.91.31.41.61.81.81.91.61.31.3 0.6
1.2 1.01.01.11.11.21.21.21.21.2
0.8
1.2 0.91.21.21.21.11.11.00.90.8
0.71.2
1.2 0.6 0.60.50.50.50.50.40.40.50.50.51.0 0.61.0 0.70.70.70.70.80.80.90.90.9
0.8
0.6
0.9 0.60.60.70.70.70.70.80.80.8 0.70.9 0.50.91.01.01.01.01.11.11.21.2
0.7
0.9 0.6 0.90.90.90.80.80.80.80.80.80.70.6 0.70.5 0.60.60.50.50.50.50.50.50.5
0.7
0.7
0.5 0.90.80.80.80.80.80.70.70.7
0.6
0.6 0.90.50.50.50.40.40.40.40.50.50.6 0.6
1.1 1.21.21.21.21.21.21.21.11.11.1
0.9
1.1
0.9
1.00.90.90.80.8
0.70.70.80.80.7
1.1
0.9
0.61.11.11.00.90.90.8
0.70.70.8
1.2
0.9
1.2
0.90.90.80.80.80.80.80.70.7
1.2
0.8
1.0
0.6
0.70.70.80.80.80.90.91.01.01.2 1.0 0.61.11.11.21.21.21.21.21.21.11.1 1.0
0.8 1.11.21.21.21.21.21.21.11.0
0.7
0.8 1.1
0.50.60.60.70.70.70.70.70.7
1.2
0.9 0.9 0.60.60.70.70.70.70.70.70.80.81.1 0.81.1 0.90.90.91.01.01.01.11.11.1
0.7
0.8
1.1 0.80.90.90.90.90.91.01.01.0 0.71.1 0.81.11.11.11.11.11.11.11.11.11.0 1.1 0.7 0.80.80.70.70.70.70.70.70.70.70.8 0.70.8 0.70.70.70.70.80.70.70.70.7
0.6
0.7
0.5 0.70.60.60.60.60.50.60.50.5
0.6
0.5 0.80.60.60.60.70.70.70.70.70.80.8 0.5 0.7
1.21.21.21.21.21.21.11.00.90.8
0.7 0.70.7 0.80.80.80.80.80.80.80.80.80.9 0.6
0.8
0.8
0.70.70.80.80.80.80.70.70.7 0.60.8
0.8
0.70.70.70.70.60.60.60.60.6
1.1
0.7
1.2
0.6
0.90.90.91.01.01.01.11.11.1
0.6
1.2 0.91.21.21.21.21.21.21.11.11.00.9 1.2
0.7 0.40.40.40.50.50.60.60.60.61.3 0.6 0.30.70.80.90.91.01.01.01.11.2
1.1
0.6 0.6 0.50.60.60.60.70.60.60.60.60.60.3 0.60.3 0.60.50.50.40.40.30.30.30.31.3 0.6
0.3 0.60.60.60.50.50.40.30.30.3
1.2
0.3 0.60.30.30.30.40.40.50.50.60.60.6 0.3
0.8 1.21.21.11.11.11.11.00.90.80.8
0.6
0.8
0.6 0.50.60.60.70.70.70.70.70.6
0.3
0.9
0.5
1.11.11.00.90.90.80.80.90.8
0.5
0.5
1.3
0.50.60.60.60.60.60.50.60.60.6
0.8 0.8 0.50.50.50.60.60.60.70.70.60.61.2 0.71.2 0.90.91.01.11.11.21.31.31.3
0.6
0.7
1.2 0.60.80.90.91.01.01.11.21.21.3 0.71.2 0.61.11.11.11.01.00.90.80.90.3
0.7
1.3 0.50.8 0.60.50.50.40.40.40.40.40.40.8 0.4 0.60.40.50.50.50.50.60.60.60.60.6 0.4
1.2 0.70.80.80.80.90.91.01.01.1 0.81.1 0.61.21.21.21.21.21.21.11.11.11.0 1.1 0.3
0.7
0.70.70.70.70.60.60.50.50.40.7 0.30.7 0.30.30.30.40.40.40.50.60.60.9 0.4
0.7
1.0
0.40.40.40.40.40.50.50.50.6 0.40.7 0.50.70.80.80.80.90.91.01.01.0
0.7
0.6 0.8
0.80.90.80.80.8
0.70.70.80.80.90.4 0.9
1.0
0.80.80.80.70.70.70.70.60.60.5 0.9
0.7
0.80.8
0.60.60.70.70.80.80.8
0.7
0.7
0.8
0.70.60.60.60.60.50.50.40.40.3 0.7
1.2
1.1
0.70.80.90.91.01.01.01.11.10.8 1.20.8 1.21.21.21.11.01.11.11.00.9
0.3
1.2
0.8 0.31.31.21.21.21.11.01.01.01.0 1.20.9 1.10.80.80.8
0.60.70.70.80.80.80.8
0.9 0.7
0.7
0.30.30.30.40.40.50.50.60.61.2 0.7 0.30.70.70.80.80.91.01.01.11.11.1 0.6
0.60.4 0.60.70.70.70.70.60.6 0.60.7 0.50.60.60.50.50.50.50.5 1.30.7 0.2
0.6
1.11.00.70.50.40.20.20.6 0.2
0.2
0.20.20.20.20.30.30.40.5 0.1
0.2
0.5
1.21.00.80.60.40.30.2 1.40.2 1.50.20.20.30.30.30.40.50.6 0.2 0.4 0.20.30.30.30.30.30.30.31.3 0.3
1.4
0.50.60.80.90.91.11.31.3 0.3
0.10.4 0.70.60.50.30.20.20.1 0.80.1 0.80.10.10.10.20.20.20.3
1.3
0.1 0.2 0.10.10.20.20.20.20.20.20.7 0.10.5 0.20.20.30.40.50.60.70.8 0.1
0.2
0.4
0.20.20.20.20.20.20.2 0.20.2
0.4
0.30.40.60.70.81.01.21.3 0.2
0.6 0.50.50.60.60.60.60.60.6
0.2
0.6 0.10.60.60.50.50.50.50.50.4 0.6
TRO-40-4324T-432415
# Date CommentsChecked By:Scale:Revisions
Page 2 of 2Date:8/14/2024Drawn By: RSNew Life Church Office Building Site# Date CommentsChecked By:Scale:Revisions
Page 2 of 2Date:8/14/2024Drawn By: RSNew Life Church Office Building SiteLuminaire Schedule
Symbol Qty Description Tag
Calculation Summary
Label Units Avg
Site Calculation points Fc 0.74
3 ALED5S150_D10 Existing
7 OSQM-C-16L-40K7-5L-Ux-xx-xx-xx-xx CONFIGURED FROM
OSQL-C-xxL-40K7-5L-UL-xx-xx-xx
Existing
14 CY1-25-3K7-2-4-4-R NewTRO-40-4324T-432416
VICINITY MAPNOT TO SCALE···6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COM
MAPLE VALLEY HWY152ND AVE SE
LOT 3LOT 4LOT 2SE 155TH PLLOT 1KC SP
NO
.
L99S3019AFN 2001831900002RIVER
VALLEY
,A CONDOM
IN
IUMAFN 10040630003386ROSAFN 20111101900002B.N.R.R. (ABANDONED)TRACT 'A'BOUNDARY/CONTROL EXHIBITREV#DESCRIPTION OF REVISIONDATEBYPROJECT:NEW LIFE CHURCHCAL CARPENTERPAGE:TECHNICIAN:DATE:JOB NUMBER:SCALE: DRAWING:SURVEYOR:1 OF 5JM / TJO / ERM12/10/2422-0971" = 100'22097_C3DZLNGRAPHIC SCALE
MAPLE VALLEY HWY154TH
P
L
S
EB.N.R.R. (ABANDONED)MAPLE VALLEY HWYREV#DESCRIPTION OF REVISIONDATEBYPROJECT:NEW LIFE CHURCHCAL CARPENTERPAGE:TECHNICIAN:DATE:JOB NUMBER:SCALE: DRAWING:SURVEYOR:3 OF 5JM / TJO / ERM12/10/2422-0971" = 20'22097_C3DZLNGRAPHIC SCALE
152ND AVE SE
KC SP
NO
.L99S3019AFN 2001831900002REV#DESCRIPTION OF REVISIONDATEBYPROJECT:NEW LIFE CHURCHCAL CARPENTERPAGE:TECHNICIAN:DATE:JOB NUMBER:SCALE: DRAWING:SURVEYOR:4 OF 5JM / TJO / ERM12/10/2422-0971" = 20'22097_C3DZLNGRAPHIC SCALE
WORSHIPPASTOR(8'6"X10')GROUPPASTOR(7'6"X10')152ND AVE SESCALE: 1" = 5'Know what'sbelow.before you dig.Call6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COM
6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COM
VICINITY MAPNOT TO SCALE···6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COM
MAPLE VALLEY HWY152ND AVE SE
LOT 3LOT 4LOT 2SE 155TH PLLOT 1KC SP
NO
.
L99S3019AFN 2001831900002RIVER
VALLEY
,A CONDOM
IN
IUMAFN 10040630003386ROSAFN 20111101900002B.N.R.R. (ABANDONED)TRACT 'A'BOUNDARY/CONTROL EXHIBITREV#DESCRIPTION OF REVISIONDATEBYPROJECT:NEW LIFE CHURCHCAL CARPENTERPAGE:TECHNICIAN:DATE:JOB NUMBER:SCALE: DRAWING:SURVEYOR:1 OF 5JM / TJO / ERM12/10/2422-0971" = 100'22097_C3DZLNGRAPHIC SCALE
152ND AVE SE
KC SP
NO
.L99S3019AFN 2001831900002REV#DESCRIPTION OF REVISIONDATEBYPROJECT:NEW LIFE CHURCHCAL CARPENTERPAGE:TECHNICIAN:DATE:JOB NUMBER:SCALE: DRAWING:SURVEYOR:4 OF 5JM / TJO / ERM12/10/2422-0971" = 20'22097_C3DZLNGRAPHIC SCALE
REV#DESCRIPTION OF REVISIONDATEBYPROJECT:NEW LIFE CHURCHCAL CARPENTERPAGE:TECHNICIAN:DATE:JOB NUMBER:SCALE: DRAWING:SURVEYOR:5 OF 5JM / TJO / ERM12/10/2422-0971" = 20'22097_C3DZLNGRAPHIC SCALE
152ND AVE SE KIDS OFFICE(10'X8'6")CARE(9'9"X9')YOUTHPASTOR(10'X9')WORSHIPPASTOR(8'6"X10')MECH.MECHSM CONF(13'6"X9')DIRECTOR(10'X9')FINANCESUITEHR/PAY(10'X8'0'')KIDS OFFICE(10'X8'6")KIDS OFFICE(10'X8'6")BREAKAREAGROUPPASTOR(7'6"X10')YOUTHWORSHIPFIRESPRINKFINANCESUITEELEC.152ND AVE SE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMSCALE: 1" = 20'Know what'sbelow.before you dig.CallR-432431DEVELOPMENT ENGINEERINGyqi 03/26/2025
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.MAPLE VALLEY HIGHWAY - SR 169152ND AVE SE152ND AVE SE6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COMKnow what'sbelow.before you dig.CallSCALE: 1" = 100'
10'SCALE: 1" = Know what'sbelow.before you dig Call6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COM
10'SCALE: 1" = Know what'sbelow.before you dig.Call6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COM
KIDS OFFICE(10'X8'6")10'SCALE: 1" = Know what'sbelow.before you dig.Call6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COM
CARE(9'9"X9')YOUTHPASTOR(10'X9')KIDS OFFICE(10'X8'6")10'SCALE: 1" = Know what'sbelow.before you dig.Call6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COM
10'SCALE: 1" = Know what'sbelow.before you dig.Call6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COM
10'SCALE: 1" = Know what'sbelow.before you dig.Call6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COM
6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COM
6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COM
6814 Greenwood Ave NSeattle, WA 98103T (206) 522-9510WWW.PACLAND.COM