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AGENCIES/PURVEYORS
CITY CITY OF RENTON PUBLIC WORKS
CITY HALL - 1055 S. GRADY WAY
RENTON, WA 98057
(425) 430-7216 (PHONE)
CONTACT: JAN ILLIAN
CITY CITY OF RENTON DEVELOPMENT SERVICES
CITY HALL - 1055 S. GRADY WAY
RENTON, WA 98057
(425) 430-7219 (PHONE)
CONTACT: JILL DING
WATER/ CITY OF RENTON PUBLIC WORKS
STORMWATER/ CITY HALL - 1055 S. GRADY WAY
SEWER: RENTON, WA 98057
(425) 430-7247 (PHONE)
CONTACT: ALLEN QUYNN
ELECTRIC: PUGET SOUND ENERGY
8001 S. 212 STREET
KENT, WA 98032
(253) 395-7053 (PHONE)
CONTACT: DEREK BROGER
NATURAL GAS:: PUGET SOUND ENERGY
8001 S. 212 STREET
KENT, WA 98032
(253) 395-7063 (PHONE)
CONTACT: MIKE TORGISON
TELEPHONE: QUEST
COMMUNICATIONS
23315
66th AVE. S.
KENT,
WA 98032
(206)
345-3488 (PHONE)
CONTACT:
KEN KOBES
OWNER
RYAN COMPANIES US INC.
3900 EAST CAMELBACK ROAD, SUITE 100
PHOENIX, ARIZONA 85018
CONTACT: DAVID WILLIAMS
PHONE: 602-350-2085
FAX: 602-322-6326
EMAIL. david.williams@ryancompanies.com
ARCHITECT
COLLINS WOERMAN
710 SECOND AVENUE, SUITE 1400
SEATTLE, WASHINGTON 98104-1710
CONTACT: JAMEY BARLET
PHONE: 206-245-2100
FAX: 206-245-2101
EMAIL: jbarlet@collinswoerman.com
ENGINEER
WHPACIFIC
12100 NE 195TH STREET, SUITE 300
BOTHELL, WASHINGTON 98011
CONTACT: TED EVERAGE, P.E.
PHONE: 425-951-4800
FAX: 425-951-4808
EMAIL: teverage@whpacific.com
GEOTECHNICAL ENGINEER
TERRA ASSOCIATES
12525 WILLOWS ROAD NE, SUITE 101
KIRKLAND, WASHINGTON 98034
CONTACT: CAROLYN DECKER P.E.
PHONE: 206-255-4988
FAX: 425-821-4334
EMAIL: cdecker@terra-associates.com
RENTON, WASHINGTON
2015
VICINITY MAP
NOT TO SCALE
PROJECT PERMITS: U15 001780
U15 001926
B15 002025
B15 001781
SHEETINDEX
Sheet
SITE DETAILS
Sheet Title
Number
C5.2
C1.0
COVER SHEET
C1.1
NOTES
TP1.1
EXISTING CONDITIONS SURVEY
TPL2
EXISTING CONDITIONS SURVEY
C2.1
COMPOSITE UTILITY PLAN NORTH
C2.2
COMPOSITE UTILITY PLAN SOUTH
C3.1
HORIZONTAL CONTROL PLAN NORTH
C3.2
HORIZONTAL CONTROL PLAN SOUTH
C3.3
GRADING PLAN NORTH
C3.4
GRADING PLAN SOUTH
C3.5
SITE &GRADING DETAILS
C4.1
STORM DRAINAGE PLAN NORTH
C4.2
STORM DRAINAGE PLAN SOUTH
C4.3
STORM DRAIN PROFILES
C4.4
STORM DRAIN PROFILES II
C4.5
STORM DRAIN DETAILS
C4.6
SITE DETAILS
C5.1
WATER PLAN NORTH
C5.2
WATER PLAN SOUTH
C5.3
WATER PLAN DETAILS - ENLARGED
C5.4
WATER LINE PROFILES
C5.5
WATER LINE PROFILES II
C5.6
WATER PLAN SW 27th STREET
C5.7
WATER DETAILS
C5.8
WATER DETAILS II
C5.9
SANITARY SEWER PLAN
C5.10
SANITARY SEWER PROFILES
C5.11
SANITARY SEWER DETAILS
GENERAL NOTES:
1. HORIZONTAL DATUM: NAD 83/91, BASED ON CITY OF RENTON SURVEY
CONTROL NETWORK, POINTS 1551 (3/8" BRASS PLUG IN MONUMENT CASE
IN CENTERLINE LIND AVE SW AT SW 23RD ST) AND 1881 (3.5" BRASS DISK
IN TOP EAST END OF CONCRETE RAILING ON NORTH SIDE OF SW 16TH
STREET BRIDGE, JUST WEST OF INTERSECTION SW 16TH ST AND OAKESDALE
AVE SW) INVERSE N40'58'53"W, 3375.06'
2. VERTICAL DATUM: NAVD 1988
CITY BENCH MARK: POINT 1881, SEE DESCRIPTION ABOVE,
ELEVATION = 24.16'
SITE BENCH MARKS: MONUMENT IN CASE ON THE MONUMENT LINE 3'
NORTH OF THE CENTERLINE OF SW 27TH ST AT THE INTERSECTION WITH
NACHES AVENUE, BEING A 4" X 4" CONCRETE MON WITH 3" BRASS DISK,
0.4' BELOW RIM. ELEVATION = 25.06'
TACK IN LEAD AT BACK OF CONCRETE WALK AT NORTH SIDE OF GRAVEL
ROAD LEADING WEST FROM CUL-DE-SAC AT SOUTH END NACHES AVENUE,
ELEVATION = 29.77'
3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY OF OBSERVABLE FEATURES AND UTILITY LOCATE PAINT MARKS
SUPPLIED BY APPLIED PROFESSIONAL SERVICES (APS). THE SURVEYOR
MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES ARE IN THE EXACT LOCATION INDICATED, BUT ARE LOCATED AS
ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.
4. FIELD WORK FOR THIS SURVEY WAS PERFORMED IN
DECEMBER 2014 AND JANUARY 2015. MONUMENTS SHOWN AS FOUND WERE
VISITED AT THAT TIME.
5. THE SURVEY DEPICTED HEREIN WAS PERFORMED BY FIELD TRAVERSE
METHODS, EMPLOYING A LEICA 1201 TOTAL STATION, THE RESULTS OF
WHICH MEET OR EXCEED THE LINEAR CLOSURE REQUIREMENTS SPECIFIED BY
WAC 332-130-090. SAID TOTAL STATION HAS A STANDARD DEVIATION OF
1 SECOND FOR A HORIZONTAL ANGLE MEASUREMENT AND A STANDARD
DEVIATION OF 2MM+2PPM FOR A DISTANCE MEASUREMENT. SAID TOTAL
STATION HAS BEEN MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS AND COMPARED AND ADJUSTED (AS NECESSARY) TO A
NATIONAL GEODETIC BASELINE, WITHIN THE PAST YEAR.
R-384201
Know what's below,
Call before you dig.
�.
W H PdClfic
12100 NE 195th St, Ste 300
Bothell, WA 98011
425-951-4800 Fax 425-951-4808
www.whpacific.com
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SHEET INFO
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COVER SHEET
RYAN COMPANY ::CITY OF
L O N GAC R E S BUSINESS CENTER RENTON
SHEET NUMBER
C1 •
1 of 28
DESIGNED
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REMARKS
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LAST EDIT
7/16/2015
PLOT DATE
7/16/2015
PROJECT NUMBER
P0006568W
DRAWING FILE NAME
0006568W-C-CS01
SCALE
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