HomeMy WebLinkAboutzS-2088SetSSMH
21.68
7 F_
27
A .. ...... ..... . . ....... ..............
--------------- ..... --------
Ex SSW
RIM EL - 3630
LE - 2360
RECHANhIEL
1.50 OFFSET W NF 0
STA 8�63.41 1
-00 8O P6
RE
WALL-- -------- -...
- .........
Z 48L17 CL 50
CEMENT;LINEO
z
Z
z
z s1v Pvca
rI
z
on
-78
OIL TO
z RIM EL. 35.99
z
z LE
O.
SZ5
OVERFLOW EL. - 34 9 G 'r� RIM I r-. 35.61
2000 GAL GREASE I-E
INTERCEPT'OR
z
z
z
z
z r
z
------------------
- - - - - - - - . . . . . . . . . . . . STA 3,94-76
...... G.( OFFSET LINE
5,00
........... -1 ...... ----------- - -------- .......
7-00 OF SFRINGBROOK RD.
EX SS MH
TALBOT ROAD I
STA -711,159,63
'- 2 D.I.
- -------------
IS 1508V
CONCRETt-WALL.
CAST IRON
AIR VENT
43" WASTE
G" WASTE
I.E. = 31.00'-�
STA 7.95, 34- LT.
SUMP CATCH BASIN
RIM EL. = 35. 49
L& = 3175
z
IE=3
NE. !14 SEC. 31,
TWN. 23, RGE 5
z z STA B-35, 24' LT.
SSPAH -ISHALLOW
z
z
z
Da'M
EXISTING GARAGE
RIM EL. = 35.03
1-
If 9 3 IN
M.O.B. #2
o
EX 55 MH
RIM EL w
54
I \ 13
VERTICAL DATUM.'
CITY OF RENTON BENCHMARK - 602
CHISELED SQUARE ON N. W. CORNER OF 2' x 2'
9,3 OUT
42-C2'
/F - 28.82' A6-
'A
CONCRETE BASE OF LIGHT POLE IN FRONT OF
5 REVISED DDCVA VAULT I D-O-- 2-'f:3,-I992
4 4
6 C?� E,
UNITED GOOD NEIGHBOR ON THE SOUTH
SIDE OF S. 43,11 ST. EL. = 102.30'
-?,
Z
z
z
z
F- 5FWF_p P'JZ F-1
Z
------------------
- - - - - - - - . . . . . . . . . . . . STA 3,94-76
...... G.( OFFSET LINE
5,00
........... -1 ...... ----------- - -------- .......
7-00 OF SFRINGBROOK RD.
EX SS MH
TALBOT ROAD I
STA -711,159,63
'- 2 D.I.
- -------------
IS 1508V
CONCRETt-WALL.
CAST IRON
AIR VENT
43" WASTE
G" WASTE
I.E. = 31.00'-�
STA 7.95, 34- LT.
SUMP CATCH BASIN
RIM EL. = 35. 49
L& = 3175
z
IE=3
-------------
STA'ANDAZIDS
z z STA B-35, 24' LT.
SSPAH -ISHALLOW
z
z
z
Da'M
RIM EL. = 35.03
1-
If 9 3 IN
M.O.B. #2
o
FOR APPI VAL
9,3 OUT
5 REVISED DDCVA VAULT I D-O-- 2-'f:3,-I992
4 4
6 C?� E,
B. FL. = 36.00
-?,
Z
z
z
z
F- 5FWF_p P'JZ F-1
Z
STj793, 40 LT_ ::
'�
I
STA 8+0 32' LT.
OIL/ WATER SEPARATOR
RIM EL. = 35.52.
W41EL - u
Z
z
RIM
BY
I.E. = 29.79 - G"
& LIDS SHALL
I DATE
z
z
z
INVIEL
TOP
SUPPORT H-20 LOADING.
z
z
z
z
z z
4 LzZ-
Z' z
Z
Z
z z z
z z
...........
z z
z
p, F:
z
.-w
z
z
Z
z
z
z
Z
z
z
z
N
STA 7.47, -T
SSP✓J4 - F
I,
R1111 -- -- 43. O
LE = 229.50 - IN
LE = 29.40 a- OUT
0
z
-- — - ------- — --------
% ..... ... ...........
............. ...
................... ------------------- .................
7—�
IA ... ....... . ....... - - ------------------------------------ . . ............ ................... ...................... -----------------------------------------------
48
f
Illllitlll
I
NOTE.,
CORE & SHELL CONTRACTOR SHALL MAKE ALL UTILITY-CONNECTIONS,
FROM STUBS 5, OUTSIDE OF PROPOSED BUILDING.
I I A I A I
5b
4s—
I AIH
16
01
RELOCA7E EXIST. RRE
SfF DETAILS SHEET CJ OF 5
PROTECTION VAULT
I
23:
Cq
0
X
Ld
"4S-BUILT" BASED ON FIELD SURVEY
BY TOLIMA ENGINEERS
3FACffID-5/4"
AS INDICATED- W+. I/e0
❑ 0
0
Do 0 cl 0
0 0
0 0 13
I/b"RA15E-191
DMOEQ
4r
Ile Yifi
Z'
lee,
CAST IRON QIW-i 40 COVER
PIPE MATERIAL
AS SPECIFTI).
w
CHECKED FGR COMPLIANIC.'
-------------
STA'ANDAZIDS
...............
-----------
�Tf
-z -29-
Datej-�9
Da'M
Da -e
o
FOR APPI VAL
5 REVISED DDCVA VAULT I D-O-- 2-'f:3,-I992
4 4
6 C?� E,
0
z
-- — - ------- — --------
% ..... ... ...........
............. ...
................... ------------------- .................
7—�
IA ... ....... . ....... - - ------------------------------------ . . ............ ................... ...................... -----------------------------------------------
48
f
Illllitlll
I
NOTE.,
CORE & SHELL CONTRACTOR SHALL MAKE ALL UTILITY-CONNECTIONS,
FROM STUBS 5, OUTSIDE OF PROPOSED BUILDING.
I I A I A I
5b
4s—
I AIH
16
01
RELOCA7E EXIST. RRE
SfF DETAILS SHEET CJ OF 5
PROTECTION VAULT
I
23:
Cq
0
X
Ld
"4S-BUILT" BASED ON FIELD SURVEY
BY TOLIMA ENGINEERS
3FACffID-5/4"
AS INDICATED- W+. I/e0
❑ 0
0
Do 0 cl 0
0 0
0 0 13
I/b"RA15E-191
DMOEQ
4r
Ile Yifi
Z'
lee,
CAST IRON QIW-i 40 COVER
PIPE MATERIAL
AS SPECIFTI).
w
CHECKED FGR COMPLIANIC.'
-------------
STA'ANDAZIDS
...............
-----------
�Tf
-z -29-
Datej-�9
Da'M
Da -e
RECOMMENDED
FOR APPI VAL
5 REVISED DDCVA VAULT I D-O-- 2-'f:3,-I992
4 4
6 C?� E,
-?,
F- 5FWF_p P'JZ F-1
z
—SfFVISD
3
W41EL - u
NO.
REVISION
BY
APPR.
I DATE
PLUG To M SEALED IN !ZWE
WHMER z MAIM 5EV&P. JOINTs.
G" CLEAN OUT DETAIL
RECOMMENDED
FOR APPROVAL
R I-Z,4AI iREVIEKI
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
.SANITARY SEWER PLAN
VALLEY MEDICAL CENTER
jo DESIGNED, GS FILE NAME:e35-002-901
DRAWN: I DATE
CHECKED: MELD 8": PACE:
APPROVED: Yi SHEET. C2 OF: 9
SANITARY SEWER ':TOTES & SPECIFICATION'S
1. ALL WCRX MATERIALS SHALL BE IN CCNFNHANC'E WITH THE STANDARDS AND SPECIFIGTI:AS OF THE CITY Of RENTON UTILITT CEPAR: NL' :T
AHD ThE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HORS OF L ..K IN THE STREET R1LHT-OF WAT SHALL -BE LIMPED TO E :30 A.M. TO 3:3D P.M. OR VZEKDAYS UNLESS OTHERWISE
APPRCVED IN LZITINL BY T =E DEPARTMENT OF PUBLIC WG:KS AT 235-2620. ALL STREET CLOSURES. PARTIAL OR FULL. SFALL BE
A FRDVED BY THE OEPMTHENT OF MSUC ' KS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT. FIRE DEPARTTMENT, AND VII SHALL BE
NOTIFIED 24 HOURS 19 ADVANCE
3. ALL CCl ITRC'CTION SHALL BE IN AlINDANCE WITH `STAICARD SPECIFICATIONS FOR M.NICIPAL PUBLIC WORKS CONSTRUZTION• PREPARED
BY WASF INLTCN STATE CHAPTER AMERICAN PUBLIC 'ARKS ASSOCIATION. LATEST EDITION (APIWA) AND CITY OF RE41U STANDARD
SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHRM ARE APPROXIMATE AND IT SHALL BE THE CCYTRACTOR`S RESPONSIBILITY TO NERIFT THE
TRUE AND CORRECT LOCATION SD AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRECONSTRUCTICN CONFERENCE AND A 24 HOER NOTICE SHALL BE REWIRED PRIOR TO STARTING NEW CONSTRUCTICN. IT SMALL BE THE
CCNTRACTCR -S RESPONSIBILITY 70 SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION- (INSPECTION WILL BE
ACCORPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SMALL BE THE CCNTRACTOR`S RESPONSIBILITY TO NOTIFY THE
UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRICTION.
6 CCNTRACTOR IS SOLELY RESPONSIBLE FOR THE NEARS. METHODS AND BEOi'ENCES OF CGNSTRUC:ICM AND FOR THE SAFETY GF tCRKERS AND
OTHERS ON THE CONSTRUCTIC4 SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANT
CONSTRUCTIC.
8. PLANS APPROVED BY THE CITY OF RENTCN, PM:SLIC NARKS DEPAR.MEMT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
9. A CCPY OF THESE APPRC"._O PLANS MOST BE W THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTOM WITH AN AS -BUILT DRAWING OF THE SANITARY SEVER SYSTEM WHICH HAS BEEN
STAMPED AND SIGNED BY A LICENSED PRCFESS1 ORAL EMGINEER OR LICENSED PROFESSICRAL SURVEYC2.
11. BACUILL SHALL BE PLACED EOUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES. MCCI"
DEPTH OF 8 INCH -ES. THOROUGHLY TAMPING EACH LAYER 70 95 PERCENT OF VAX]" DENSITY. THESE COMPACTED LAYERS MUST EXTEND
FOR ONE PIPE DIAMETER ON EACH SIDE DIVINE PIPE OR TO THE SIDE OF THE TRENCH, MATERIALS TO COMPLETE THE FILL OVER PIPE
SHALL BE THE SAME AS DESCRIBED.
12. OPEN NT HCAD CROSSINGS FOR UTILITY TIE NCH'cS ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A COST IATRAUS LIME. A TENPORAIM
IIX PATCH MUST BE PLACED IMMEDIATELY AFTER eACKFILL AND COMPACTION. A PERMANENT NOT MIX PATCH SHALL BE PLACID WiTHNN 10
OATS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MLCHED M OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE
PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE
CURRENT STATE OF WASHINGTON STANDARD SPECIFIGT ICNS FOR ROAD AND BRIDGE CONSTRUCTION, THIS SHALL IICLIAE RECEFSARY
LEVELING OF THE IRE CH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND C`MPACTION OF REQUIRED
REDOIRG MATERIAL TO UNIFCRM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNTIE`.DInG
BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6' ABOVE AND BELOV THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER WSKETED ASTM D 3034, MR 35, OR DUCTILE IRON CLASS -
17. IN UNIMPROVED AREAS, MARHOLE TO EXTEND MINI" 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER
MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING,
SASESPEC:If /BBd
Mome flL.LEi
-
i = F2ECA5T E5A5° sPt7IOLJ
OZ C-A151 IQ RACE
TYPICAL MANHOLE DETAIL
Jwp'
NE %4 SEC. 31, T WN. 23, RGE. 5
DIM A° _ I
CLEAR ACCESS OPENINGS
GROUT BOTH SIDES
A A
CD PRECAST D111DER I
SLOT
BOTFI SIDES
PLAN VIEW
2" CAST IRON ADJUST TO GRADE - LOCKING FRAME & COVER
VENT PIPE •`� AIR & GAS TIGHT
°9 -
1
__
lu- > - - - - -- if✓SPECRON TEE - F=?
_.
WIN_ 11 TYP ti _ice OUTLET
m =
W TEE
W �
2i
W U Ll °1
~ N
~ -1
GROUT ALL AROUND SLOT
BOTH SIDES
213 LENGTH 1/3 LENGTH
r
SECTION A -A
750 GAL. OIL/ WATER SEPARATOR DETAIL
4 "MIN.- 12'MAX --�: -�
24"
I E
40 54- (�
U6 "RAISE -I0M0E
8° 00 ORDER
I
z
I
VARIABLE
2' TO 5'
NOTES:
1- STEPS TO BE 3,/4" DEFORMED BAR GALVANIZED
SAFTEY STEPS OR EQUAL.
2. STEPS ARE 'O BE IN PLACE BEFORE MH SECTIONS
ARE 1 ^!STALLED.
3. CASTING 10 BE OLYMPIC FOUNDARY MH30 WITH
MH30 D,,'T OR EQUAL. SEE DETAIL 5.14
4_ MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE-
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
SANITARY SHALLOW MANHOLE TYPEFFAFF
SIZING CHART
GALLON
CAPAaTY
CA15-171W. -I- 0 LYMPIC FDFN.-
�9
O1M A'
4;.M: -7 50 DrOR EOL14L'-
D/M 'C'
24"
SEc DET41L 5.1.4
600
577-GA
ADJUSTMENT 4'MIN.
Y -O'
4'-8'
7• -0'
3'-6'
3•-2"
750
GONE
860 -138
MOZFAQ JOIN
_
-`Sf SEC"IOU
577-GA
�.�.p;F.�
STEM- 3 /¢ "DErJav11 D E)PR
SF5 SIJALL 6E INCLUDED
4 =8'
7•-0'
5' -3'
4' -If'
q:
lD1�2i1
z
>, C =:
5=0'
Y -2'
AY
3=10'
1250
-T 4.
860 -137
9=0°
5'-O'
5 Zr= -ZI" LQ
5=2°
`(
k'cc)NcQ_--Tr-_
LADDE -2 -5TD. AL-UMIMJM
860 -138
11=2"
.5=8_
oR c aLVAu,JI7ED sTE~' .
4=4_
4'-0"
1750
5uffj-F
Mome flL.LEi
-
i = F2ECA5T E5A5° sPt7IOLJ
OZ C-A151 IQ RACE
TYPICAL MANHOLE DETAIL
Jwp'
NE %4 SEC. 31, T WN. 23, RGE. 5
DIM A° _ I
CLEAR ACCESS OPENINGS
GROUT BOTH SIDES
A A
CD PRECAST D111DER I
SLOT
BOTFI SIDES
PLAN VIEW
2" CAST IRON ADJUST TO GRADE - LOCKING FRAME & COVER
VENT PIPE •`� AIR & GAS TIGHT
°9 -
1
__
lu- > - - - - -- if✓SPECRON TEE - F=?
_.
WIN_ 11 TYP ti _ice OUTLET
m =
W TEE
W �
2i
W U Ll °1
~ N
~ -1
GROUT ALL AROUND SLOT
BOTH SIDES
213 LENGTH 1/3 LENGTH
r
SECTION A -A
750 GAL. OIL/ WATER SEPARATOR DETAIL
4 "MIN.- 12'MAX --�: -�
24"
I E
40 54- (�
U6 "RAISE -I0M0E
8° 00 ORDER
I
z
I
VARIABLE
2' TO 5'
NOTES:
1- STEPS TO BE 3,/4" DEFORMED BAR GALVANIZED
SAFTEY STEPS OR EQUAL.
2. STEPS ARE 'O BE IN PLACE BEFORE MH SECTIONS
ARE 1 ^!STALLED.
3. CASTING 10 BE OLYMPIC FOUNDARY MH30 WITH
MH30 D,,'T OR EQUAL. SEE DETAIL 5.14
4_ MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE-
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
SANITARY SHALLOW MANHOLE TYPEFFAFF
SIZING CHART
GALLON
CAPAaTY
UV Ca
MODEL Na
UV Co.
DW7 N.
O1M A'
DIM 9'
D/M 'C'
D/M D'
600
577-GA
860 -136
Y -O'
4'-8'
7• -0'
3'-6'
3•-2"
750
577-G4
860 -138
950
577-GA
060 -136
7=0"
4 =8'
7•-0'
5' -3'
4' -If'
1000
4484 -GA
860 -137
9=0'
5=0'
Y -2'
4=2'
3=10'
1250
4484 -GA
860 -137
9=0°
5'-O'
2'
5=2°
4'-10"
1500
5106 -GA
860 -138
11=2"
.5=8_
Y -Y
4=4_
4'-0"
1750
5106 -GA
860 -738
11=2"
5=8-
7-2"
4=17-
1 4'-7"
2000
612 -GA
B60 -140
12=8"
6 =8"
8'-O"
47-
3'-10°
2500
612 -GA
860 -140
12=8'
6=8"
8=0'
5'-6"
4•-91
6.12 -GA
860 -140
12'-8"
6=8"
8'-O'
6'-O"
5-3'
914 -GA
860 -149
15 -Y
9' 7-
'-61/2
5=0"
Y-9"
E-6
8f4-GA
B60 -149
15 7'
9 7-
'-61/2
6'-3'
S' -O
81,
B6(r150
79 =11'
9' -17'
8=11"
6=2'
4'-9"
818-CA
860 -150
19' -17'
9' -77°
70'-5"
7 -21
5' -9"
NOTES
1- CONCRETE 28 DAY COMPRESSIVE STRENGTH x-4500 P.I.
2. RFBAR AS7M A -615 GRADE 60-
J. MESH AS7M A -185 GRADE 65.
A DESIGN: ACI- 318 -83 BUILDING CODE
ASTM C -857 MINIMUM STRUCTURAL DESIGN
LOADING FOR UNDERGROUND PRECAST CONCRETE
U77LJTY STRUCTURES
a LOADS H -20 TRUCK WHEEL M/30.Z IMPACT PER AASHTO.
6. FILL W /CLEAN WATER PRIOR TO START -UP OF SYSTEM.
7. CONTRACTOR TO SUPPLY AND INSTALL ALL PIPING &
SAMPLING 7EE5
8- CRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY
SEPARATE SIDE SEWER -
- 2" CAST IRON VENT PIPE TO
3UILDING VENT SYSTEM
- 4u''5PACE5 5 ACED -5X!I
A5 INDICATffD- t 10'
CABS IRON RIUG AND COV7 =12
FIFE MAI EQIAL
45 SFECIFfCD.
PLUG TD ?t SEALED IN SNME
bMANUER L5Iv_lw SEwt2 JOIIJTS.
6" SANITARY CLEAN -OUT DETAIL
N.T.S.
4' 10" x 4' G" x 6" DEEP
CONCRETE APRON
SLOPED 5% RIM EL = 35.75
TO DRAIN.
I.E. = 31.75
CB TYPE I
2
N
SANITARY SUMP DETAIL
N.T.S.
':4S- BUILT" BASED ON FIELD SURVEY
BY TOUMA ENGINEERS
RP 7.0`•,W. FIN DED
RECOMMENDED
E: I�PP/P�OVAL
FOR APPROVAL
a�1iPs�lO!/!(/F%43[if�
23VLlP .2�t.,�Y.firriuiiT.C/,,'�..
J
i4 45T. -_'W, T. F.' UT
/Z IT P /,4.1! R6Si/ clq/
5-2089
c' 4
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
VALLEY MEDICAL CENTER
b
SANITARY SEWER NOTES & DETAIL
!® I I I I I AI I I I A I I I A I A I A I A I I I A I I I I I I I I I