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STAq/4+57 fig' - iI
CON ECTTO EX 100' WATER " I A
l3( CITY OF RENTON. A���aaa
TOR TO COORDINATE.
1 6" 4 + TAPPING GATE VALVE (FLxMJ) 1
62
A 0+00 4" W EAST
I'I \
ANECT TO EX 10" WATER I
88''(( CITY OF RENTON. I
CONTRACTOR TO COORDINATE.
S] 10°x4" WET - TAPPING TEE (MJxFL) I P\ \
4" TAPPING GATE VALVE (FLxMJ)
$ W� THRUST BLOCKING '
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GUARD ROE
1 I \
CONNECT 10 EXIST
SS. CONTRACTOR TO
,I VERIFY INVERT AND
I LOCATION PRIOR TO
CONSTRUCTION
1
CONTR01 POlN7
PH lO4M wHH
CONTROL WASWER.
\ N.-10216.18
E=1010.59
Aa EL= 405.35
C'fUTIUTY L ROSSING
WA1ER IE= 459: CROSSING
Im
(
SECTION 10
VENT 70 CRAWLSPACE
U
i
VENT TO CRAY/ISPAGE
I1 FINLSHEO FLOOR
5 - NORTH CARGO DOOR
o .,. ELfV _ 4671
FINISHED FLOOR
IAID -CARGO DOOR
FIEV = 467$
/ j FINISHED FLOOR
SOUTH CARGO DOOR
/ REV = 4673
r1r [,,
ti
�O - FINERY CIDWOUT
GRAVEL
1'
, I
\ � I
!
CONNECT TO 4 "-
BUILDING SS,
SEE MECH'L FOR
o \1 CONTINUATION
\ N IE= 463.00
I
48 LF 6" S
/ I
a
v\
r(t) 6" 45' BEND /
I W/ THRUST BLOCKINGIm I
�5�BbLlARDS (TYP)
-, ss
71
ADJUST FXSTNG SDM AND
SSMH RIM TO EXISTING GRADE. I
CURRENTLY BURIED BELOW GRADE]
SANTRY MANHOLE
RIM =462 i
69 Iii 7 VAULT
87uC E= 454.78 _
87<'C 5= 454.73
it
STA 0 +48 3
3" DOMESTIC COMPOUND I I I
I l
WATER METER IN VAULT I a l'
SEE DETAIL.
=462 I I k
MUIY CROSSNI G
3 WA 1 - '- wi -
/12- -TI
" " SO IE= 454.71
LI
TER IE .5 I / I
UTILITY CROSSING - / I /I 1 ' I I
3" WATER IE =464.2
/EX 8" SS IE= 455.19
STA 5 +37.75
STA 0 +00 EX 8"
�AENCC LINE
FONC. FOONOAATN I I
SEE
R
BLY /
- I
i
U
o ng�cn i��4atax- r m - IE -4%38 8'''IN)E 451
�= 1) IN 45 BEND SMITARY MANHOU _IE =456.33 8° OUT)W -E',
/ THRUST BLOCKINGBIw 456i CONTRACTOR TO VERIFY
469 slr NE= 456.76 LOCATION AND INVERT
+- T) 3" 45• BEND alv w =4ssa8 OF EX SS PRIOR TO
/ THRUST BLOCKING CONSTRUCTI
I " D G-
---- 3- -REDUCE PRMSSURL� UTILITY CROSSIN
r 6" SO IE= 461.94
,BACKFLOW ASSEMBLY --m
- (RPBA) IN HOTBOX
$EE DETAIL 6 i *g "\ CONma( POINT -
AS PK NNC W OR !
1 CONTROL w71 OR
I
(2) 3" 05' BEND A1-10I
W/ THR ST BLOCKING h� -? E- 1017516
EL= 470.80
5 BOLL DS TYP)
SEE DET L 9 __ - -- _ _ -=I w- +-'-'-
'e \- C3.1 °1 ABANDON EX
WATER IN
Oar - -PLACE
LSTAIRS TO SECOND FLOOR
CONCRETE LANDING ELEV =472,0'
HEIGHT MEASURED TO
SECOND FLOOD 1714"
E1EV.= 484.0"
STA 1 +24. INSTALL: 1
NEW 8 "x6" TEE M�
6" GATEVALVE (fI47'Q�I
NEW HYDRANT ASSEME
8" PLUG (MJ)
W/ THRUST BLOCKING
SEE DETAIL
467 FF
@ ENTRY
467"
@ fl
VENT TO
CONNECT TO 6"
BUILDING FIRE
SERVICE. SEE
MECH'L FOR
CONTINUATION
(1) 6" 45' BEND
W/ THRUST BLOCKING
UTILITY CROSSING
EX 8" SS IE= 456.83
6" WATER IE =463.5
(2) 6" 45• BEND
W/ THRUST BLOCKING
UTILITY CROSSING
EX 8" SS 117=456.31 6" ED IE= 458.72
R5E \\
GAS _.._
TII �
GAS - -_ GAS t moo"
In
�b 6
4 l a
Y4v
�F
AT
COVERED CONCRETE WALKWAY
I IS _..
3
.
24 LF 6" 5 LF 6" SS
SS @ 23.1% \ \ i @ 1.0% ,
REMOVE AND REPLACE
.CONNECT TO 4" EX SS W/ 121 LF 8" / ti"
BUILDING SS --
SEE MECH'L FOR DI CL52 IN STEEL
COORDINATION CASING @ @.Hs%0.5016
IE= 462.08 SEE DETAIL �
6" SSCO �'/ 25 LF 6" CONNECT TO
RIM TO GRADE 6" SSCO SS @ 1.0% EXIST 4" SS
CONNECT TO 3" 467.79 RIM �9 -6RABE 6" SSCO CONNECT TO 4" BLDG-
BLDG DOMESTIC IE=457.42 46b37RIM 49 -@RABE SS, SEE MECH'L
WATER SERVICE. 5 LF 6" IE= 457.20 FOR CONTINUATION
SEE MECHT FOR SS @ 1.0% sm #) IE= 458.23
6" BLDG
\ONRNUARON SS. SEUATIO--CH'L FOR �.� EM=467. 8fi N SOVER UTOIUtt CROSSING
VERIFY
456M IE= 456.98 -8° IN;E -EXIST EX 8" SS IE= 457.00
\\
CLASSROOM ADDITION 456.88]E= 456:938" €OUT)W 6" SO IE= 463.77
\ t� CONTRACTOR TO VERIFY
STA 1 +54 FFE 468.00 LOCATION AND INVERT OF
REMOVE EX FH 7 tI a,.,,II
SALVAGE EX FH ( ^�, EX SS PRIOR TO CONSTRUCTION
TO CITY OPS
- - *\ VENT TO CRAY /[SPACE 472
`UMITS OF CML @ L
- Yg D3 CONSTRUCTION
Ts
0 o W° o
U
AIR VENT INTAKE?
ITHI
@ENTRY
� I \
I
I 1
�� - - -� t4' bw__
HORIZONTAL DATUM LEGEND
isroern NAD 83/91 WASHINGTON EXISTING REMOVE PROPOSED RECORD
CLEANOW
VERTICAL DATUM ASPHALT PAVING
� -168" FF.
@ ENTRY ASPHALT PAVEMENT OVERLAY
'NAVD 88 (ALTERNATE 7)
REFERENCE BENCH MARK:
�- RELOCATED GAS. TBM 1 AS SHOWN IN AS BUILT DRAWINGS SET FOR HAZEN HIGH ASPHALT TREATED BASE (ATE)
SEE MUCH L SCHOOL ATHLETIC FIELDS IMPROVEMENT PROJECT, DATED 2- 27 -01,
- UTILTY CROSSING ELEV. NAI46225!N EAST SIDE UTILITY POLE, 0.90' ABOVE GROUND. CONCRETE PAVING
6 SD IE= 464.15 PERVIOUS CONCRETE
4" GAS IE =463+ TEMPORARY BENCH MARK #1: ELEV =459.76'
� /METER e0x No SET REBAR & RED "DRS CONTROL" CAP, PT. NO. 113, LOCATED AT BUILDINGS O
y %TETER INSIDE THE SOUTH END OF THE SOCCER FIELD, 23± SOUTHWEST OF THE
00 ��VENr TO WEST GATE POI ON THE ASPHALT ACCESS ROAD. GRAVEL
CRAWLSINCE
TEMPORARY BEN-.H MARK #2: ELEV.= 463.08' RIP RAP CONSTRUCTION ENTRANCE
SET REBAR & RED "DRS CONTROL" CAP, PT. NO. 111, LOCATED AT
THE NORTHEAST SIDE OF THE TRACK, 253 NORTHWEST OF THE SAWCUT UNE
ASPHALT PAD FAST OF THE TRACK.
INAVD 88 ELEVATION BASED ON BENCH MARKS SET FROM THE CIVIL CONSTRUCTION UNITS
�468'EE ABOVE REFERENCED PROJECT. THIS SURVEY DID NOT VERIFY THE SITE FENCE
@ ENTRY ACCURACY OF ORIGINATING BENCH MARKS.
SILT FENCE
STORM CB W /PROTECTION
CURBING -
ROCKERY UzX3 -
UTILITY CROSSING TREE W /PROTECTION (�
8" SO IE= 460.64 CONTOUR (INDEX) -700-
1 4" GAS IE= 462.3±
CONTOUR - --
VENT 70 CRAV4SPACC
WATER UNE w -_. -_ -. -w (R)-
UTILITY CROSSING STORM DRAINAGE UNE---- -
6" SO IE= 464.15
-� 4" GAS IE 4633 SANITARY SEWER UNE SS - - -- SS (R)-
TOP Of 2" DI WATERLINE,
EL. = 4658' POWER P -P-
r I TELEPHONE UNE t -T-
S
� UTILITY CROSSING GAS UNE -c -G-
8" SO IE= 457.38
4" GAS IE= 463.53 WATER METER/VALVE /FHItJX1Q- 8Nt-
Y
UTILITY CROSSING r,
EX 8" SS T ON BUILDING 3 5 5 4 0 4 GASR VALVE/METER MH /C0� T� ® 0
SANITARY 4" GAS IE= 463.53 F o
-- .WATER SPIGOT ON BUILDIIvC ■�
VENT TO CRAVIISPACE
SANITARY IeANIIDLf STREET LIGHT ASSEMBLY¢ -- }-
�A
RAY -467,47
81IP sE =4527 TELEPHONE RISER MH
B"IPS 45247 - -__ -__ / rI It
87P W -457/6
c RNNGARDEN AREA
k \\\ 8 FF. L
46 mp¢�
.�_ @ ENTRY BORING LOCATIONS vf
IT
CONNECT TO
CONNECT TO EXIST 8" SS
8" BLDG SS
IE= 458.26 Ec
SEE MECH'L FOR
CONTINUATION
I m
am
20' F.F.
B ENIRI
F
mq -
@�'Cfsit
LIE
DIP-12
iR
e � '
SIAMT PTI-R
DOCUMENTATION (TICKETS) SHALL BE SUBMITTED TO ' UTILITY
THE CITY THAT FILL TO BE IMPORTED COMES FROM PLAN
A WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
APPROVED SOURCE.
ob
�3 3s�Z-o�
C090125 -02
.roe xo-
SSN
DRAW
CHECKED FOR COMPLIANCE TO CITY STANDARDS SLG
cxRCxeu
4/12/10
oATR:
STRUT MiWER:
�AENCC LINE
FONC. FOONOAATN I I
SEE
R
BLY /
- I
i
U
o ng�cn i��4atax- r m - IE -4%38 8'''IN)E 451
�= 1) IN 45 BEND SMITARY MANHOU _IE =456.33 8° OUT)W -E',
/ THRUST BLOCKINGBIw 456i CONTRACTOR TO VERIFY
469 slr NE= 456.76 LOCATION AND INVERT
+- T) 3" 45• BEND alv w =4ssa8 OF EX SS PRIOR TO
/ THRUST BLOCKING CONSTRUCTI
I " D G-
---- 3- -REDUCE PRMSSURL� UTILITY CROSSIN
r 6" SO IE= 461.94
,BACKFLOW ASSEMBLY --m
- (RPBA) IN HOTBOX
$EE DETAIL 6 i *g "\ CONma( POINT -
AS PK NNC W OR !
1 CONTROL w71 OR
I
(2) 3" 05' BEND A1-10I
W/ THR ST BLOCKING h� -? E- 1017516
EL= 470.80
5 BOLL DS TYP)
SEE DET L 9 __ - -- _ _ -=I w- +-'-'-
'e \- C3.1 °1 ABANDON EX
WATER IN
Oar - -PLACE
LSTAIRS TO SECOND FLOOR
CONCRETE LANDING ELEV =472,0'
HEIGHT MEASURED TO
SECOND FLOOD 1714"
E1EV.= 484.0"
STA 1 +24. INSTALL: 1
NEW 8 "x6" TEE M�
6" GATEVALVE (fI47'Q�I
NEW HYDRANT ASSEME
8" PLUG (MJ)
W/ THRUST BLOCKING
SEE DETAIL
467 FF
@ ENTRY
467"
@ fl
VENT TO
CONNECT TO 6"
BUILDING FIRE
SERVICE. SEE
MECH'L FOR
CONTINUATION
(1) 6" 45' BEND
W/ THRUST BLOCKING
UTILITY CROSSING
EX 8" SS IE= 456.83
6" WATER IE =463.5
(2) 6" 45• BEND
W/ THRUST BLOCKING
UTILITY CROSSING
EX 8" SS 117=456.31 6" ED IE= 458.72
R5E \\
GAS _.._
TII �
GAS - -_ GAS t moo"
In
�b 6
4 l a
Y4v
�F
AT
COVERED CONCRETE WALKWAY
I IS _..
3
.
24 LF 6" 5 LF 6" SS
SS @ 23.1% \ \ i @ 1.0% ,
REMOVE AND REPLACE
.CONNECT TO 4" EX SS W/ 121 LF 8" / ti"
BUILDING SS --
SEE MECH'L FOR DI CL52 IN STEEL
COORDINATION CASING @ @.Hs%0.5016
IE= 462.08 SEE DETAIL �
6" SSCO �'/ 25 LF 6" CONNECT TO
RIM TO GRADE 6" SSCO SS @ 1.0% EXIST 4" SS
CONNECT TO 3" 467.79 RIM �9 -6RABE 6" SSCO CONNECT TO 4" BLDG-
BLDG DOMESTIC IE=457.42 46b37RIM 49 -@RABE SS, SEE MECH'L
WATER SERVICE. 5 LF 6" IE= 457.20 FOR CONTINUATION
SEE MECHT FOR SS @ 1.0% sm #) IE= 458.23
6" BLDG
\ONRNUARON SS. SEUATIO--CH'L FOR �.� EM=467. 8fi N SOVER UTOIUtt CROSSING
VERIFY
456M IE= 456.98 -8° IN;E -EXIST EX 8" SS IE= 457.00
\\
CLASSROOM ADDITION 456.88]E= 456:938" €OUT)W 6" SO IE= 463.77
\ t� CONTRACTOR TO VERIFY
STA 1 +54 FFE 468.00 LOCATION AND INVERT OF
REMOVE EX FH 7 tI a,.,,II
SALVAGE EX FH ( ^�, EX SS PRIOR TO CONSTRUCTION
TO CITY OPS
- - *\ VENT TO CRAY /[SPACE 472
`UMITS OF CML @ L
- Yg D3 CONSTRUCTION
Ts
0 o W° o
U
AIR VENT INTAKE?
ITHI
@ENTRY
� I \
I
I 1
�� - - -� t4' bw__
HORIZONTAL DATUM LEGEND
isroern NAD 83/91 WASHINGTON EXISTING REMOVE PROPOSED RECORD
CLEANOW
VERTICAL DATUM ASPHALT PAVING
� -168" FF.
@ ENTRY ASPHALT PAVEMENT OVERLAY
'NAVD 88 (ALTERNATE 7)
REFERENCE BENCH MARK:
�- RELOCATED GAS. TBM 1 AS SHOWN IN AS BUILT DRAWINGS SET FOR HAZEN HIGH ASPHALT TREATED BASE (ATE)
SEE MUCH L SCHOOL ATHLETIC FIELDS IMPROVEMENT PROJECT, DATED 2- 27 -01,
- UTILTY CROSSING ELEV. NAI46225!N EAST SIDE UTILITY POLE, 0.90' ABOVE GROUND. CONCRETE PAVING
6 SD IE= 464.15 PERVIOUS CONCRETE
4" GAS IE =463+ TEMPORARY BENCH MARK #1: ELEV =459.76'
� /METER e0x No SET REBAR & RED "DRS CONTROL" CAP, PT. NO. 113, LOCATED AT BUILDINGS O
y %TETER INSIDE THE SOUTH END OF THE SOCCER FIELD, 23± SOUTHWEST OF THE
00 ��VENr TO WEST GATE POI ON THE ASPHALT ACCESS ROAD. GRAVEL
CRAWLSINCE
TEMPORARY BEN-.H MARK #2: ELEV.= 463.08' RIP RAP CONSTRUCTION ENTRANCE
SET REBAR & RED "DRS CONTROL" CAP, PT. NO. 111, LOCATED AT
THE NORTHEAST SIDE OF THE TRACK, 253 NORTHWEST OF THE SAWCUT UNE
ASPHALT PAD FAST OF THE TRACK.
INAVD 88 ELEVATION BASED ON BENCH MARKS SET FROM THE CIVIL CONSTRUCTION UNITS
�468'EE ABOVE REFERENCED PROJECT. THIS SURVEY DID NOT VERIFY THE SITE FENCE
@ ENTRY ACCURACY OF ORIGINATING BENCH MARKS.
SILT FENCE
STORM CB W /PROTECTION
CURBING -
ROCKERY UzX3 -
UTILITY CROSSING TREE W /PROTECTION (�
8" SO IE= 460.64 CONTOUR (INDEX) -700-
1 4" GAS IE= 462.3±
CONTOUR - --
VENT 70 CRAV4SPACC
WATER UNE w -_. -_ -. -w (R)-
UTILITY CROSSING STORM DRAINAGE UNE---- -
6" SO IE= 464.15
-� 4" GAS IE 4633 SANITARY SEWER UNE SS - - -- SS (R)-
TOP Of 2" DI WATERLINE,
EL. = 4658' POWER P -P-
r I TELEPHONE UNE t -T-
S
� UTILITY CROSSING GAS UNE -c -G-
8" SO IE= 457.38
4" GAS IE= 463.53 WATER METER/VALVE /FHItJX1Q- 8Nt-
Y
UTILITY CROSSING r,
EX 8" SS T ON BUILDING 3 5 5 4 0 4 GASR VALVE/METER MH /C0� T� ® 0
SANITARY 4" GAS IE= 463.53 F o
-- .WATER SPIGOT ON BUILDIIvC ■�
VENT TO CRAVIISPACE
SANITARY IeANIIDLf STREET LIGHT ASSEMBLY¢ -- }-
�A
RAY -467,47
81IP sE =4527 TELEPHONE RISER MH
B"IPS 45247 - -__ -__ / rI It
87P W -457/6
c RNNGARDEN AREA
k \\\ 8 FF. L
46 mp¢�
.�_ @ ENTRY BORING LOCATIONS vf
IT
CONNECT TO
CONNECT TO EXIST 8" SS
8" BLDG SS
IE= 458.26 Ec
SEE MECH'L FOR
CONTINUATION
I m
am
20' F.F.
B ENIRI
F
mq -
@�'Cfsit
LIE
DIP-12
iR
e � '
SIAMT PTI-R
DOCUMENTATION (TICKETS) SHALL BE SUBMITTED TO ' UTILITY
THE CITY THAT FILL TO BE IMPORTED COMES FROM PLAN
A WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
APPROVED SOURCE.
ob
�3 3s�Z-o�
C090125 -02
.roe xo-
SSN
DRAW
CHECKED FOR COMPLIANCE TO CITY STANDARDS SLG
cxRCxeu
4/12/10
oATR:
STRUT MiWER:
AIR VENT INTAKE?
ITHI
@ENTRY
� I \
I
I 1
�� - - -� t4' bw__
HORIZONTAL DATUM LEGEND
isroern NAD 83/91 WASHINGTON EXISTING REMOVE PROPOSED RECORD
CLEANOW
VERTICAL DATUM ASPHALT PAVING
� -168" FF.
@ ENTRY ASPHALT PAVEMENT OVERLAY
'NAVD 88 (ALTERNATE 7)
REFERENCE BENCH MARK:
�- RELOCATED GAS. TBM 1 AS SHOWN IN AS BUILT DRAWINGS SET FOR HAZEN HIGH ASPHALT TREATED BASE (ATE)
SEE MUCH L SCHOOL ATHLETIC FIELDS IMPROVEMENT PROJECT, DATED 2- 27 -01,
- UTILTY CROSSING ELEV. NAI46225!N EAST SIDE UTILITY POLE, 0.90' ABOVE GROUND. CONCRETE PAVING
6 SD IE= 464.15 PERVIOUS CONCRETE
4" GAS IE =463+ TEMPORARY BENCH MARK #1: ELEV =459.76'
� /METER e0x No SET REBAR & RED "DRS CONTROL" CAP, PT. NO. 113, LOCATED AT BUILDINGS O
y %TETER INSIDE THE SOUTH END OF THE SOCCER FIELD, 23± SOUTHWEST OF THE
00 ��VENr TO WEST GATE POI ON THE ASPHALT ACCESS ROAD. GRAVEL
CRAWLSINCE
TEMPORARY BEN-.H MARK #2: ELEV.= 463.08' RIP RAP CONSTRUCTION ENTRANCE
SET REBAR & RED "DRS CONTROL" CAP, PT. NO. 111, LOCATED AT
THE NORTHEAST SIDE OF THE TRACK, 253 NORTHWEST OF THE SAWCUT UNE
ASPHALT PAD FAST OF THE TRACK.
INAVD 88 ELEVATION BASED ON BENCH MARKS SET FROM THE CIVIL CONSTRUCTION UNITS
�468'EE ABOVE REFERENCED PROJECT. THIS SURVEY DID NOT VERIFY THE SITE FENCE
@ ENTRY ACCURACY OF ORIGINATING BENCH MARKS.
SILT FENCE
STORM CB W /PROTECTION
CURBING -
ROCKERY UzX3 -
UTILITY CROSSING TREE W /PROTECTION (�
8" SO IE= 460.64 CONTOUR (INDEX) -700-
1 4" GAS IE= 462.3±
CONTOUR - --
VENT 70 CRAV4SPACC
WATER UNE w -_. -_ -. -w (R)-
UTILITY CROSSING STORM DRAINAGE UNE---- -
6" SO IE= 464.15
-� 4" GAS IE 4633 SANITARY SEWER UNE SS - - -- SS (R)-
TOP Of 2" DI WATERLINE,
EL. = 4658' POWER P -P-
r I TELEPHONE UNE t -T-
S
� UTILITY CROSSING GAS UNE -c -G-
8" SO IE= 457.38
4" GAS IE= 463.53 WATER METER/VALVE /FHItJX1Q- 8Nt-
Y
UTILITY CROSSING r,
EX 8" SS T ON BUILDING 3 5 5 4 0 4 GASR VALVE/METER MH /C0� T� ® 0
SANITARY 4" GAS IE= 463.53 F o
-- .WATER SPIGOT ON BUILDIIvC ■�
VENT TO CRAVIISPACE
SANITARY IeANIIDLf STREET LIGHT ASSEMBLY¢ -- }-
�A
RAY -467,47
81IP sE =4527 TELEPHONE RISER MH
B"IPS 45247 - -__ -__ / rI It
87P W -457/6
c RNNGARDEN AREA
k \\\ 8 FF. L
46 mp¢�
.�_ @ ENTRY BORING LOCATIONS vf
IT
CONNECT TO
CONNECT TO EXIST 8" SS
8" BLDG SS
IE= 458.26 Ec
SEE MECH'L FOR
CONTINUATION
I m
am
20' F.F.
B ENIRI
F
mq -
@�'Cfsit
LIE
DIP-12
iR
e � '
SIAMT PTI-R
DOCUMENTATION (TICKETS) SHALL BE SUBMITTED TO ' UTILITY
THE CITY THAT FILL TO BE IMPORTED COMES FROM PLAN
A WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
APPROVED SOURCE.
ob
�3 3s�Z-o�
C090125 -02
.roe xo-
SSN
DRAW
CHECKED FOR COMPLIANCE TO CITY STANDARDS SLG
cxRCxeu
4/12/10
oATR:
STRUT MiWER: