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GENERAL SYMBOLS TYPICAL SECTION AND
DETAIL NUMBERING SYSTEM
NATURAL GROUND OR GRADE ETZ= JOINT FILLER EDGE OF AC PAVEMENT (PLAN)
(1) SECTION CUT ON DWG M151
ROCK OR H*H PVC WATER STOP - -- 110 - -- EXISTING GRADE CONTOURS
SECTION NUMBER
—110 -- FINISH GRADE CONTOURS 2
CONCRETE O SLIDE GATE OPENING
.. M152
AND DESIGNATION
------ - - - - -- CONTOUR (HIDDEN) DRA NG ON WHICH
SECTION APPEARS
EXISTING CONCRETE =F= HOSE RACK .. :: :;,,.. EDGE OF GRAVEL AREA (PLAN) SECTION CUTTING PLANE
101 DOOR NUMBER �� SWALE, DITCH OR DEPRESSION (2) ON DWG M152 THIS SECTION IS IDENTIFIED
PRECAST CONCRETE
101 ROOM NUMBER - -- EDGE OF WATER OR FLOWLINE 2 SECTION NUMBER
MORTAR, GROUT CUT FILL M151
OR PLASTER ® UTILI I Y STAT10N T EMBANKMENT DRAWING ON WHICH
r SECTION WAS CUT
HOISTING HOOK - AC PAVEMENT (SECTION) EXIST 3 O p
CONCRETE BLOCK ETAILS ARE CROSS- REFERENCED IN A
SIMILAR MANNER. EXCEPT THAT DETAILS
ARE IDENTIFIED BY LETTER RATHER THAN
FIRE EXTINGUISHER AC PAVEMENT (SECTION) NEW BY NUMBER.
BRICK OR CAST IRON
- � 0FH HYDRANT -- ^ —^-- -- GRANULAR SURFACING (SECTION)
TERRAZZO OR BUIRED VALVE 3:1 SLOPE (3 HORIZ. TO 1 VERT.) PROJECT RELATED SYMBOLS
ARTIFICIAL STONE
® WM WATER METER x125'0 EXISTING SPOT ELEVATION OUT ELECT., TEL., TV OR WATER METER
} � ' TILE MH
--�- MANHOLE r .FI N! SH GRADE SPOT ELEVATION. OPV ELECT. VAULT
GRATING COVER _ * 89 SOIL BORING 112.5 ❑T TELEPHONE VAULT
AND DESIGNATION � TOP OF CURB ELEVATION
GUTTER ELEVATION
CHECKER PLATE OS SIGN
*B1 PERMANENT BENCH MARK ❑TV TV VAULT
� \ \ OBH 4 SOIL BORING LOCATION - REFER TO
SURVEY TRIANGULATION POINT PROJECT GEOTECHICAL REPORT FOR
STEEL OR GUARD RAIL SUBSURFACE CONDITIONS
STAINLESS STEEL + SECTION CORNER OR 0 TREE OVM VALVE MARKER
ALUMINUM p_ QUARTER CORNER Q BUSH OR HEDGE TBM TEMPORARY BENCH MARK
® SURVEY MONUMENT N 0000.000 COORDINATES INV INVERT ELEVATION
®
WOOD E 0000.000
A199 TYPICAL HORIZONTAL AND VERTICAL
4 UTILITY POLE --- - -8 "S— SANITARY SEWER CONTROL REFERENCE POINT
LLLLLLLJ� RIGID INSULATION 00 STREET LIGHT - - --
— 18 "SD- STORM DRAIN D/W DRIVEWAY
NEOPRENE RUBBER C --O UTILITY POLE W /ANCHOR 0
OR GASKET ------ 48 "CS- COMBINED SEWER -
EXISTING UTILITY,
❑CB CATCH BASIN OR INLET I SHOWN IN PROFILE,
OPENING OR DEPRESSION 48 "CSO- COMBINED SEWER OUTFACE DEPTH UNKNOWN.
IN SLAB OR WALL OCB CATCH BASIN TO BE DETERMINED
-----T— TELEPHONE BY CONTRACTOR.
OPENING WITH ❑MB MAILBOX
GRATING COVER ---- -P ELECTRICITY
RAILROAD
OPENING WITH -- - -4 "G— GAS N
CHECKER PLATE COVER _ _ _ _ _ EXISTING EXISTING UTILi T Y
— - -- —8 "W— WATER ( DEPTH, SHOWN IN
EXISTING EQUIPMENT OR PROFILE, FROM
- - -- MATCH LINE OR PROPERTY LINE � UTILITY AS- BUILTS.
MATERIALS TO BE REMOVED --------- - - - - -- PAVEMENT MARKING TO BE VERIFIED BY
CONTRACTOR.
TO BE BUILT FOR CENTER LINE
TRAFFIC LIGHT
FUTURE REMOVAL
"
- - - - - - - HIDDEN LINE OR FUTURE Q
- - - - - - - - - - EASEMENT BOUNDARY
REINFORCEMENT
"''"" IN SECTION — -- FENCE >_ 18" SD - < CULVERT
-4-J J_ REINFORCEMENT HANDRAIL
PLAN OR ELEVATION -- CITY LIMITS
-t-t°fit
CONCRETE CURB AND GUTTER PROPERTY LINES
BATT INSULATION
CONCRETE VALLEY GUTTER
METAL STUD WITH LATH RETAINING WALL
AND PLASTER PARTITION
SURVEY CONTROL DATA
THE LOCATION OF THE WORK SHOWN IN THE CONTRACT DOCUMENTS
HAS BEEN ESTABLISHED WITH RESPECT TO THE FOLLOWING CONTROL
REFERENCE POINTS. IN SECTION 4, TOWNSHIP 23 N, RANGE 5 E.
DWG NO.
POINT
COORDINATE POSITION
ELEVATION
DESCRIPTION
12
1
N 188,998.020
442.03
BM NORTH RIM OF
E 1,671,281.880
MONUMENT CASE
13
2
N 189,336.057
128TH AVE SE &
E 1,669,984.653
SE 103RD ST
13
3
N 189,297.894
447.61
BM NORTH RIM OF
E 1,671,292.009
MONUMENT CASE
15
4
N 189,600.857
130TH AVE SE &
E 1,670,681.890
SE 102ND ST
15
5
451.10
132ND AVE SE &
SE 102ND ST
7
6
272.72
NORTH RIM OF
SANITARY SEWER MH
ILD 'Brown and Caldwell
AS -BUILT INFORMATION PROVIDED C o n s u l to n tS
BY INCA ENGINEERS, INC.
ROBERT S. CUSTER IICPFJM Seattle, Washington
GENERAL NOTES:
1. THE CONTRACTOR SHALL VERIFY THE LOCATION
AND ELEVATION OF ALL UTILITIES PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL COORDINATE
RELOCATION WITH UTILITY OWNER IF REQUIRED.
2. HORIZONTAL DATUM - WASHINGTON STATE COORDINATE SYSTEM
VERTICAL DATUM - NGVD (MSL)
3. THE MATERIAL PRESENTED ON THIS DRAWING IS FOR
REFERENCE USE. SOME OF THE DETAILS OR INFORMATION
PRESENTED ON THIS DRAWING MAY NOT BE REQUIRED AS
PART OF THIS CONTRACT.
4. EXACT LOCATION OF SIDE SEWERS WILL BE DETERMINED BY
THE ENGINEER IN THE FIELD PRIOR TO CONSTRUCTION.
5. PROPERTY LINES ARE SHOWN FOR REFERENCE ONLY.
6. FIELD VERIFY ALL MANHOLE RIM ELEVATIONS PRIOR TO
MANUFACTURE AND INSTALLATION. ELEVATIONS PROVIDED
ARE t 1.0' IN ACCURACY.
GEN. REV. I RBG
REVISION
REVIEWED FOR COMPLIANCE WITH CITY STANDARDS
PLAN REVIEW DATE
�� 4• �rha� /0 6 4J
WASTEWATER UTILITY DATE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SIERRA HEIGHTS
SYMBOLS AND DESIGNATIONS,
SURVEY CONTROL DATA
92 DESIGNED: L. MILLER �D.TE; JAN 1992 FILE NAME: 6137G003
DRAWN: CADD TEAM CHECKED: 6. GATZ NONE FIELD BOOK: PAGE:
DATE APPROVED: SHEET: 3 OF: 19
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