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> DRAWINGS MUST BE PREPARED BY THE ENGINEER AND SUBMITTED TO THE
m PERMITTING AGENCY FOR REVIEW /APPROVAL, THE CONTRACTOR SHALL
ANTICIPATE NEED FOR AS -BUILT FIELD SURVEY AND NOTIFY THE SURVEYOR
WHEN FACILITIES ARE CONSTRUCTED, ACCESSIBLE AND READY FOR SURVEY.
TO AVOID DELAY AND COSTS ASSOCIATED WITH RE- EXCAVATION, OR
ADDITIONAL SERVICES TO SATISFY OSHA REQUIREMENTS FOR WORK WITHIN
CONFINED SPACE, THE CONTRACTOR SHALL:
PROVIDE ADEQUATE NOTICE TO THE SURVEYOR TO ENABLE SCHEDULING OF
AS -BUILT SURVEY OF THOSE FACILITIES NOT VISIBLE FROM THE SURFACE
PRIOR TO BACKFILL (WHEN POSSIBLE), AND PRIOR TO THE INSTALLATION OF
Z THE TOPS OF DRAINAGE VAULTS (ALWAYS). ALL BURIED UTILITIES REQUIRED
2 TO BE AS -BUILT SHALL BE REFERENCED BY APPROPRIATE MARKERS SUCH
N AS SHOWN WITHIN THE STANDARD DETAILS OF THESE PLANS. IF A UTILITY
Z MARKER IS DESTROYED OR REMOVED BEFORE AS -BUILT INFORMA77ON IS
ACQUIRED BY THE SURVEYOR, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY
TO EXPOSE SUCH UTILITY FOR MEASUREMENT.
OR, BUT ONLY IF ACCEPTABLE TO THE PERMITTING AGENCY
OTHERWISE MAINTAIN AN ACCURATE RECORD OF DRAINAGE VAULT /FLOW
RESTRICTOR DIMENSIONS, PENETRATIONS AND INVERT ELEVATIONS; SANITARY
SEWER AND STORM DRAINAGE TEE LOCATIONS, STUB CLEANOUT LOCATIONS
AND STUB INVERT ELEVATIONS, • ALSO WATER BEND AND WATER TEE
LOCATIONS, IF REQUIRED; ADDITIONALLY, IF REQUIRED, THE TOP OF WATER
MAIN ELEVATIONS AT 50' O.C. SHALL BE RECORDED. THESE RECORDS SHALL
z BE PROVIDED TO TRIAD ASSOCIATES UPON COMPLETION OF UTILITY /DRAINAGE
E 16 4 4 712 0.5
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9.14'W 1• .24 18' w
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NOTE TO CONTRACTOR: RECORD ORANANGS
PRIOR TO FINAL ACCEPTANCE OF INFRASTRUCTURE IMPROVEMENTS, RECORD
> DRAWINGS MUST BE PREPARED BY THE ENGINEER AND SUBMITTED TO THE
m PERMITTING AGENCY FOR REVIEW /APPROVAL, THE CONTRACTOR SHALL
ANTICIPATE NEED FOR AS -BUILT FIELD SURVEY AND NOTIFY THE SURVEYOR
WHEN FACILITIES ARE CONSTRUCTED, ACCESSIBLE AND READY FOR SURVEY.
TO AVOID DELAY AND COSTS ASSOCIATED WITH RE- EXCAVATION, OR
ADDITIONAL SERVICES TO SATISFY OSHA REQUIREMENTS FOR WORK WITHIN
CONFINED SPACE, THE CONTRACTOR SHALL:
PROVIDE ADEQUATE NOTICE TO THE SURVEYOR TO ENABLE SCHEDULING OF
AS -BUILT SURVEY OF THOSE FACILITIES NOT VISIBLE FROM THE SURFACE
PRIOR TO BACKFILL (WHEN POSSIBLE), AND PRIOR TO THE INSTALLATION OF
Z THE TOPS OF DRAINAGE VAULTS (ALWAYS). ALL BURIED UTILITIES REQUIRED
2 TO BE AS -BUILT SHALL BE REFERENCED BY APPROPRIATE MARKERS SUCH
N AS SHOWN WITHIN THE STANDARD DETAILS OF THESE PLANS. IF A UTILITY
Z MARKER IS DESTROYED OR REMOVED BEFORE AS -BUILT INFORMA77ON IS
ACQUIRED BY THE SURVEYOR, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY
TO EXPOSE SUCH UTILITY FOR MEASUREMENT.
OR, BUT ONLY IF ACCEPTABLE TO THE PERMITTING AGENCY
OTHERWISE MAINTAIN AN ACCURATE RECORD OF DRAINAGE VAULT /FLOW
RESTRICTOR DIMENSIONS, PENETRATIONS AND INVERT ELEVATIONS; SANITARY
SEWER AND STORM DRAINAGE TEE LOCATIONS, STUB CLEANOUT LOCATIONS
AND STUB INVERT ELEVATIONS, • ALSO WATER BEND AND WATER TEE
LOCATIONS, IF REQUIRED; ADDITIONALLY, IF REQUIRED, THE TOP OF WATER
MAIN ELEVATIONS AT 50' O.C. SHALL BE RECORDED. THESE RECORDS SHALL
z BE PROVIDED TO TRIAD ASSOCIATES UPON COMPLETION OF UTILITY /DRAINAGE
E 16 4 4 712 0.5
TRACT l
DETENTION
RECREA77ON
U77LITY
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15 j LEGAL DESCRIPTION BENCHMARK's
jj PARCEL 11 1'= 1,000'
LOT A OF KING COUNTY BOUNDARY ONE ADJUSTMENT NO.
AL
L04LOO55, RECORDED UNDER RECORDING NO. 20041223900005,
RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE
COUNTY OF KING, STATE OF WASHINGTON.
PARCEL /2
L 1 ( LOT A OF KING COUNTY BOUNDARY ONE ADJUSTMENT NO.
1 L04L0055, RECORDED UNDER RECORDING NO 20041223900005,
RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE
COUNTY OF KING, STATE OF WASHINGTON.
HORIZONTAL DATUM
HORIZONTAL NAD 83191
. _ VERTICAL DATUM
VERTICAL– NAVD 88
BENCHMARK AND DATUM
CITY OF RENTON SURVEY CONTROL NETWORK
1 �- - ......_ �... MONUMENT ,y IN
3 1/2' DOMED SURFACE MONUMENT FOUND
ot AT THE CORNER OF HE 47H STREET(SE 128TH ST.)
AND 1407H AVE SE
CITY OF RENTON SURVEY CONTROL NETWORK
MONUMENT 21852
' 3" BRASS SURFACE MONUMENT FOUND
AT THE CORNER OF NE 4TH S77MET(SE 1287H ST.)
AND 148TH AVE SE
7 -- IBM A' SET RR SPIKE IN W. FACE OF WOOD POST
1.0' ABOVE GRADE 15't SOUTH OF
SW CDR OF PARCEL #1
io � EL.= 449.78
E
78M W TOP OF 4"X4° GONG MONUMENT
BRASS DISC AND PUNCH
' AT T PROPERTY OPERTY CORNER 295E SOUTH
i TRACT A EL-519,13
WEST SIDE 148TH AVE SE.
OO+PEN SPACE BASIS OF BEARING
120 TH- HORIZ. HAD 83191
CITY OF RENTON CPS CONTROL NETWORK HOLDING CITY OF
ST RENTON MONUMENTS C.O.R.#{7851(BASE PO /NT) AND C.O.R.J1852
THE FIELD MEASUREMENTS FOR THIS TOPOGRAPHIC SURVEY WERE
j) F0IIVO 00NGPETE OBTAINED U77LI21NG GLOBAL POS/RONING SYSTEM (GPS) SURVEY
I MLWIAIENT IN CASE TECHNIQUES USING LEICA SR 9500 EQUIPMENT.
( w/2 EAD D15C AND
TAG( DEN. 1.5' COORDINATES ASSOCIATED WITH THIS DRAWING ARE PROJECT
COORDINATES MICH MAY BE CONVERTED TO STATE PLANE GRID
COORDINATES BY SUSTRACRNG 100,000 METERS (328,083.3333
i FEET), THEN MULTIPLYING BY THE AVERAGE COMBINED FACTOR
9I OF (0.9999823034), THE INITIAL COORDINATE CONVERSION WAS
TR�aCT IE 7L PERFORMED USING 774E LEICA SKI –PRO PROGRAM VERSION 2.0 1 1 II) 2000.
1
01NTj USE DRIVEWAY # %RAT FJ _ .__.._.. _ _ _
U7�LITY € ( P a4h "dl ` OPEN SPACE PR /MARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS
{ t i RECRFA110�V ? f� WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM
p t ( jl (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT.
PROJECT INFORMA TION MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING
6i GPS SURVEY TECHNIQUES
LECTRO WERE RED INTO THE CONTROL POINTS
URLIZ/R LEICA ELECTRONIC TOTAL STATIONS FOR THE
PROJECT DEVELOPER: CAMWEST DEVELOPMENT, LLC MEASUREMENT E BOTH ANGLES AND DISTANCES THIS SURVEY
9720 NE 120TH PLACE, MEETS OR EXCEEDS IH£ STANDARDS SET BY WAC 332 -130 090.
SUITE 100 UTILITY PURVEYORS
KIRKLAND, WA 98034 SANITARY SEWER: CITY OF RENTON
CONTACT. BRUCE KNOWLTON WATER: WATER DISTRICT NO. 90
(425) 825 -1955 FIRE.• CITY OF RENTON DISTRICT 35
TELEPHONE.• OWEST
ENGINEER /SURVEYOR: TR /AD ASSOC /AYES POWER: PUGET SOUND ENERGY
NATURAL GAS PUGET SOUND ENERGY
12112 115TH AVE HE CABLE I. V: COMCAST
KIRKLAND, WA 98034 SCHOOL DISTRICT.- ISSAQUAH SCHOOL D ISTRICT 411
CONTACT: RICHARD A. TOMK /NS, PE SHEET INDEX
(4251 821 -8448
1 COVER SHEET / HORIZONTAL AND VERTICAL CONTROL
TO
V/C/NITY MAP
NOT TO SCALE
GEO TECH. ENGINEER: ASSOCIATED EARTH SCIENCES 2 COMPOSITE UTILITY AND EASEMENT PLAN
911 FIFTH AVENUE, SUITE 100 3 -4 SANITARY SEWER PLANS
KIRKLAND, WA 98033 5 -8 SANITARY SEWER PROFILES
CONTACT. KURT MERR /MAN 9 -10 SANITARY SEWER DETAILS AND NOTES
(425) 827 -7701
Dd1LliDN
TESL SUPERVISOR. CAMWEST DEVELOPMENT, LLC LOC477ON OF EXIS71NG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT
C/O AARON KOPET BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S
9720 NE 120TH PLACE S=345 I 0 I PROLE IDINGITY 7O FIELD VERIFY LOCATION OF C LL 1- PRIOR -
SU /TE 100 PROCEEDING WITH CONS7RUC710N. YOU MUST CALL 1- 800 - 424 -5555
KIRKLAND, WA 98034 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA7701V
/425/ 241 -8711 WHERE ANY UNDERGROUND U77LI77ES MAYBE LOCATED. FAILURE TO DO
SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS
CITY OF RENTON
Approved b}�� /a� <s�/ Dater
Approved by: Date:
Approved by: Date:
Approved by: Date:
2012 TRIAD ASSOCIATES
1�
TRLAD
ASSOCIATES
12112 115th Ave. NE
KiAlantl, WA 98034 -6923
425.821.8448
425.821.3481 fax
800.488.0756 toll free
w .tdadassoclaesnet
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S S 3 S i S S G
RICHARD A. 7a11K/NS PE
PROJECT MANAGER
MARKS HARRISCL PLS
PROJECT SURVEYOR
RICHARD A TOMKIIS PE
PROJECT ENGINEER
J77ERYL COX ASLA
PRWECI LANDSCAPE ARCHIT&Cf
FIRST SOBRFITAL DATE: 7127107
SCAIE: 110313.:1' 100' TW.:N /A
PEER Rimm T091 mArr, PE 12/19/11
►�5t,2-
ff w NOT Yam
UNLESS SIGNED AND DATED
JOB NO. 01 -047
3BBBT N0. 1OF 10
s- 35/0(
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15 j LEGAL DESCRIPTION BENCHMARK's
jj PARCEL 11 1'= 1,000'
LOT A OF KING COUNTY BOUNDARY ONE ADJUSTMENT NO.
AL
L04LOO55, RECORDED UNDER RECORDING NO. 20041223900005,
RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE
COUNTY OF KING, STATE OF WASHINGTON.
PARCEL /2
L 1 ( LOT A OF KING COUNTY BOUNDARY ONE ADJUSTMENT NO.
1 L04L0055, RECORDED UNDER RECORDING NO 20041223900005,
RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE
COUNTY OF KING, STATE OF WASHINGTON.
HORIZONTAL DATUM
HORIZONTAL NAD 83191
. _ VERTICAL DATUM
VERTICAL– NAVD 88
BENCHMARK AND DATUM
CITY OF RENTON SURVEY CONTROL NETWORK
1 �- - ......_ �... MONUMENT ,y IN
3 1/2' DOMED SURFACE MONUMENT FOUND
ot AT THE CORNER OF HE 47H STREET(SE 128TH ST.)
AND 1407H AVE SE
CITY OF RENTON SURVEY CONTROL NETWORK
MONUMENT 21852
' 3" BRASS SURFACE MONUMENT FOUND
AT THE CORNER OF NE 4TH S77MET(SE 1287H ST.)
AND 148TH AVE SE
7 -- IBM A' SET RR SPIKE IN W. FACE OF WOOD POST
1.0' ABOVE GRADE 15't SOUTH OF
SW CDR OF PARCEL #1
io � EL.= 449.78
E
78M W TOP OF 4"X4° GONG MONUMENT
BRASS DISC AND PUNCH
' AT T PROPERTY OPERTY CORNER 295E SOUTH
i TRACT A EL-519,13
WEST SIDE 148TH AVE SE.
OO+PEN SPACE BASIS OF BEARING
120 TH- HORIZ. HAD 83191
CITY OF RENTON CPS CONTROL NETWORK HOLDING CITY OF
ST RENTON MONUMENTS C.O.R.#{7851(BASE PO /NT) AND C.O.R.J1852
THE FIELD MEASUREMENTS FOR THIS TOPOGRAPHIC SURVEY WERE
j) F0IIVO 00NGPETE OBTAINED U77LI21NG GLOBAL POS/RONING SYSTEM (GPS) SURVEY
I MLWIAIENT IN CASE TECHNIQUES USING LEICA SR 9500 EQUIPMENT.
( w/2 EAD D15C AND
TAG( DEN. 1.5' COORDINATES ASSOCIATED WITH THIS DRAWING ARE PROJECT
COORDINATES MICH MAY BE CONVERTED TO STATE PLANE GRID
COORDINATES BY SUSTRACRNG 100,000 METERS (328,083.3333
i FEET), THEN MULTIPLYING BY THE AVERAGE COMBINED FACTOR
9I OF (0.9999823034), THE INITIAL COORDINATE CONVERSION WAS
TR�aCT IE 7L PERFORMED USING 774E LEICA SKI –PRO PROGRAM VERSION 2.0 1 1 II) 2000.
1
01NTj USE DRIVEWAY # %RAT FJ _ .__.._.. _ _ _
U7�LITY € ( P a4h "dl ` OPEN SPACE PR /MARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS
{ t i RECRFA110�V ? f� WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM
p t ( jl (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT.
PROJECT INFORMA TION MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING
6i GPS SURVEY TECHNIQUES
LECTRO WERE RED INTO THE CONTROL POINTS
URLIZ/R LEICA ELECTRONIC TOTAL STATIONS FOR THE
PROJECT DEVELOPER: CAMWEST DEVELOPMENT, LLC MEASUREMENT E BOTH ANGLES AND DISTANCES THIS SURVEY
9720 NE 120TH PLACE, MEETS OR EXCEEDS IH£ STANDARDS SET BY WAC 332 -130 090.
SUITE 100 UTILITY PURVEYORS
KIRKLAND, WA 98034 SANITARY SEWER: CITY OF RENTON
CONTACT. BRUCE KNOWLTON WATER: WATER DISTRICT NO. 90
(425) 825 -1955 FIRE.• CITY OF RENTON DISTRICT 35
TELEPHONE.• OWEST
ENGINEER /SURVEYOR: TR /AD ASSOC /AYES POWER: PUGET SOUND ENERGY
NATURAL GAS PUGET SOUND ENERGY
12112 115TH AVE HE CABLE I. V: COMCAST
KIRKLAND, WA 98034 SCHOOL DISTRICT.- ISSAQUAH SCHOOL D ISTRICT 411
CONTACT: RICHARD A. TOMK /NS, PE SHEET INDEX
(4251 821 -8448
1 COVER SHEET / HORIZONTAL AND VERTICAL CONTROL
TO
V/C/NITY MAP
NOT TO SCALE
GEO TECH. ENGINEER: ASSOCIATED EARTH SCIENCES 2 COMPOSITE UTILITY AND EASEMENT PLAN
911 FIFTH AVENUE, SUITE 100 3 -4 SANITARY SEWER PLANS
KIRKLAND, WA 98033 5 -8 SANITARY SEWER PROFILES
CONTACT. KURT MERR /MAN 9 -10 SANITARY SEWER DETAILS AND NOTES
(425) 827 -7701
Dd1LliDN
TESL SUPERVISOR. CAMWEST DEVELOPMENT, LLC LOC477ON OF EXIS71NG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT
C/O AARON KOPET BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S
9720 NE 120TH PLACE S=345 I 0 I PROLE IDINGITY 7O FIELD VERIFY LOCATION OF C LL 1- PRIOR -
SU /TE 100 PROCEEDING WITH CONS7RUC710N. YOU MUST CALL 1- 800 - 424 -5555
KIRKLAND, WA 98034 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA7701V
/425/ 241 -8711 WHERE ANY UNDERGROUND U77LI77ES MAYBE LOCATED. FAILURE TO DO
SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS
CITY OF RENTON
Approved b}�� /a� <s�/ Dater
Approved by: Date:
Approved by: Date:
Approved by: Date:
2012 TRIAD ASSOCIATES
1�
TRLAD
ASSOCIATES
12112 115th Ave. NE
KiAlantl, WA 98034 -6923
425.821.8448
425.821.3481 fax
800.488.0756 toll free
w .tdadassoclaesnet
Lu
Z
O
O 2
� y
O � � 3 _
J S
Ix
V O O
J
O
2
J 3 0
O V 2
v+ 0
a
ti
U
f� e �0
It
b § $
ti
I{z� I1z5$ itz
S S 3 S i S S G
RICHARD A. 7a11K/NS PE
PROJECT MANAGER
MARKS HARRISCL PLS
PROJECT SURVEYOR
RICHARD A TOMKIIS PE
PROJECT ENGINEER
J77ERYL COX ASLA
PRWECI LANDSCAPE ARCHIT&Cf
FIRST SOBRFITAL DATE: 7127107
SCAIE: 110313.:1' 100' TW.:N /A
PEER Rimm T091 mArr, PE 12/19/11
►�5t,2-
ff w NOT Yam
UNLESS SIGNED AND DATED
JOB NO. 01 -047
3BBBT N0. 1OF 10
s- 35/0(