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NORTHWEST 114, SECTION & TOWNSf P 23 NORTH. RANG 5 EAST. W.M.
~ I ) LIMITS OF PIPE ZONE NOTES:
o I I o a REQUIRED PAVEMENT PESTORATION PER CITY L•- w (SEE NOTE 4
0 ° OF RENTON TRENCH RESTORATION AND i. PROVIDE UNIFORM SUPPORT UNDER BARREL CONCRETE
W STREET OVERLAY R"tQ'S_ ((''SAWCUT PYP) APPLY BACKFILL MATERIAL
3 g 8` SET DE!AFL JOINT SERLANT AR40DOW (SEE NOTE 5) 6 2. HAND TAMP UNDER HAUNCHES. 3/4'" SQUARES SPACED - 3/4'" 3W6
C/7 10 1Z• TO
TOP AND TACK COAT ` I- AS INDICATED - HT. 1/8"
C/7 as TO
SID
ES CONCRETE CLASS C ( 3. COMPACT, BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE 1 _
SURFACE RESTORATION EXIST PAVEMENT (SEE NOTE 8) c ELAND TAMP ONLY. ❑ o ❑ i JZ•,
/ SURFACE I 'CLASS A DESIGN) ❑ o o ❑ ❑
W AS SPECIFIED 1 FOUNDATION LEVEL �� 1 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION p. t2 0
MOUND a MIN E% �.- /� ! .,.� R THE STAdI[kIRD SPECFICTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS. ° °°
�� ��� = j ALT THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH EXCEPT FOR CLASS A FIBER JOINT
o�'<v `�"� `� "� NEAT LINE TRENCH (TYP) WHEN -1 BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D_ + 18 ". PACKING
"GRAVEL BORROW PER `` �"� DEPTH IS LESS THAN 4 FT. 1"
ate. `� W (SEE NOTE a). LIMITS OF PIPE ZONE 5. TRENCH BACKFlLL SWUl CONFORM TO "BACKFlWNG SEWER TRENCHES" IN THE 45' (1/8) BEND
WSDOT STD SPEC 9 -C3.14 k SaNiTARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS RAISE -1/2"
I� COMPACT TO 90% OF MAX s.._ 'RUSHtED SURFACING -TOP WIDE BORDER _
/! o v4• COURSE' PER WSDOT STD SPEC OR LUMPS URGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
�°! s DENSITY ,j,. 9 -03.9(3). COMPACT TO 95% BACKFILL MATERIAL fi BACKFlLL MATERIAL
Ury ;; MAX DENSITY, SEE NOTE 2 (SEE NOTE 5) 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
BENCH AS NEEDED FOR '�' "GRAVEL BORROW' PER WSDOT (CLASS B, C, D, DESIGN) STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
3. SHORING OR TRENCH BOX STD SPEC 9- 03.14. c BEDDING FOR RIGID PIPE _
m (TYP) WHEN DEPTH IS 4' I COMPACT TO 95% OF MAX BEDDING MATERIAL 7 STTAANDARDDDSPECIFI� FOR FLEXIBLE MATERIAL SPECIFICATIONS. EGATES SECTION OF 1_1J " 1 J2 p Jg.•
U AND GREATER _ DENSITY. SEE NOTE 2 FOR RIGID PIPE g i -V e" a' 6" OR 8"0
m (SEE NOTE 6) d. PIPE MUST BE ANCHORED IN SUCH A MAKER AS TO ENSURE FLOW LINE IS /j��
�... RFIIRINr MAMMAL CFF ". -. I �.� / / i MAMAImm
WSDOT SPECIFIDONS -
BACKFlLL THE TOP 4 OF TRENCH TO SUSED P NADE RUSHED MAX. COMPACTION COURSE (SEE NOTE 7) /i // AND t;uvt8 AS rctVUlrctu nr Siarvunrcu utinit urcnwirv5;. tlrcAO.
FwiJi SUITABLE EXCAVATED MATERIAL Id4Y BE USED PR01ADt� 95% . COMPACBR DENSITY FOUNDATION LEVEL n * A = 4" MIN. 27' I.D. AND UNDER
CAN BE ACHIEVED. 6" MIN. OVER 27" LD. 3. PIPE MATERIAL AS SPECIFIED -
i�I ,,,,,,{, �,,,,y,,N,,TS 1 ( p'� for of P.cnton Standard Detail BW18 -C Cityofy Renton Standard Detail,,B,W,1,8, -,yB
UbTt Trench Secum 1 Pip IOC Mary Sewer Moog 3 BY THE ENGINEER Sanaiaq Sewer CIeiLIVYt -f .
a NOTE'
UNLESS OTHERWISE SHOWN R PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' AT PROPERTY
o
LINE OR 3-5' LOWER T THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWERC.O�
WIN f
I - - - - . .PROPERTY LINE .. - - - -
(4) 3/4' DIA LIFT INSERTS
c W/ U.V. CAPS 6'-0"
z 6 -D" s -6° SANITARY SEWER NOTES AND SPECIFICATIONS
W \ -I FUTURE -
6" BUILDING SEWER PIPE BUILDING SEWER
;o - - - - _ - - - -- 1. ALL WORK MATERIALS .SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF
RENTON.URUTY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT WA STANDARDS AND SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ?STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS
c TEE
WITH 6" SIDE OUTLET PROPERTY LINE ` ` ` CONSTRUCTION? PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC: WORKS ASSOCIATION, LATEST
2 "x 4" STUD SERVICE MARKER PAINT UPPER = '�
,c
PORTION WHITE ANS STENCIL ON SIDE I %� ��� % %% �% I EDITION PWA) AND CITY OF RENTON STANDARD SPECIFICATIONS
6" WE 812111a AM B&M SEWB WORDING *SEWER" WITH 3" HIGH BLACK LETTERS. i`i`i i`i :�ii`i i v
AND $6 WIRE WRAPPED AROUND THE STUD AND 3. ALL. LOCATIONS OF UTILITIES SHOWN ARE AND IT SHAW BE THE CONTRACTORS
EXTENDED TO THE TOP OF THE STUD. ������� �`� � � �`� �`� ; � i`� � � I RESPONSIBILITY TO VERITY THE TRUE AND CORRECT LOCATION SO'. AS TO AVOID. DAMAGE OR DISTURBANCE.:
a 60" ALLOWABLE MAX. � � � � � � ` ` ` ` ` ` ` ` ` ` ` ` � = 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, MEiHODSAND SEQUENCES OF CONSTRUCTION AND FOR
r O 0 =i i THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
FOR CAST IRON PIPE .UNLESS OTHERWISE APPROVED BY THE CITY, WE TAP
� � � � � � � � � � � � � � � � � - -
R 1:3:5 MIX R DUCTILE IRON PIPE, p� THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN A- % � ��� % %�� : ��� A - -
n
5
Q a i i i i i i i i i i i i i i i i i i i 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED
o o CONCRETE / Ngl WITH STAINLESS STEEL BANDS. `.`N : �`�`�` N 1 Z �`: �i ��
BLOCKING / ION ( PERMITS PRIOR TO ANY CONSTRUCTION.
15`� WHEN CONNECTING 'NEW SIDE SEWERS TO EXISTING.. MAIN. I `i`i`i`i`i i`i`i`i i`i i i`i`i i`
�2�P G� _ _ 6. PLANS APPROVED BY. THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL. TAKE PRECEDENCE OVER. ALL
2% MIN SLOPE VITRIFIED CLAY PWN:AND REINFORCED CONCRETE, D1 PIPE I i �' I OTHER.. PLANS.
- - - - - - - AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED `
z
�
HORIZONTAL 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
o =moo
N £ o 6" SIDE OUTLET TEE � - _ _ - - _ - - _ - � B. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS BUILT DRAWING OF THE SANITARY SEWER
n ?�� SEWER MAIN SEWER MAIN TY AL$�S I VATION SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
- PROFESSIONAL SURVEYOR.
6" MIN. CONCNETE B DCM ANGLE
OF TEE ATiiAl1(W6i25 SPRING ASSISTED 9. OF 6 I L SHALL XI PLACED EQUALLY ON BOTH SIDES H THE PIPE IN EACH LAY WITH A LOOSE AVERAGE DEPTH
ELEVATION C.O.R. STD DTL BR39 PLAN VFW R Of 6 INCHES, MAXIMUM DEPTH OF S INCHES, THOROUGHLY TAMPING EACH DYER TO 95 PERCENT OF MAXIMUM
w�nN GALVANIZED DIAMOND PLATE COVER DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO
SW my Skle :Sews Cmwb,on 6 W /LOCKING.LATCH THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
GALVANIZED 'C' CHANNEL, 5' -0" LG. '
1 1/2" DIA LIFF HOLE I EACH SIDE, 2: SIDES RIM ELEV= 349.64 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH
1 EACH SIDE, 2 SIDES CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT
z i WITH SAW IN A CONTINUOUS LINE A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER KFILL
a =m .- _
g
a
Q 25 314° 2' VENT
CONNECTION RIM ELEV =350.2
a
m
BRASS
SUP NUT TUBE
�IE= 347.65 CONNECTION t
STEEL IE= 347.65
NIPPLE
18 1/2° 36" STEEL--\ 8 1/2
ELBOW
z
0
W
w 8
z
t�" DRAW -OFF
CONNECTION
TIE= 346.94
LENGTH =30'
INLET (WIDTH =28 5/8 ") OUTLET
1 NOTE PROVIDE (2) 3'x4' REDUCERS
�1 Q
zn
d
O y
AND COMPACTION. AIPERMANENT HOT MIX PATCH. SHALL BE PLACED WITHIN '10 DAYS AND SHALL BE PER CITY OF
(
COMPACT TO 95% OF MAX /'.�� �.
DENSITY
UNPAVED AREAS SEE N�z 1
NOTES:
1. MAXIMUM WIDTH OF TRENCH AT TOP OF PPE PAYL-D AREAS
* 30" FOR PIPE UP TO AND INCLUDING 12' NOMINAL D'IAMETfRi
* OD PLUS 16° FOR PIPE LARGER THAN 12' NOMINAL DIAMETER
I FOUNDATION LEVEL
(
/ /
LIMITS OF PIPE ZONE
(�
1 -0" tO
L (CLASS F E51GN)
I BEDDING FOR FLEXIBLE PIPE
- - - - - --
DIMENSION
A
B
CLASS A
4" MIN
i/4 I.D.
12" MAX.
114 O.D.
BEDDING
CLASS B
*
1/2 O.D.
CLASS DESIGN
CLASS C
*
1/8 O.D.
CLASS D
ZERO
ZERO
CLASS F
*
O.D.
PLUG TO BE SEALED
CAST IRON RING AND COVER IN SAME MANNER AS
- -_ MAN SEWER JOINTS.
NOTES
1. IN UNIMPROVED AREAS. POUR 1' -0" THICK
2. 0 SQUARE CONCRETE, CUSS 3000, PAD AROUND
RING AND COVER.
w (slF NOTE a)
/
E=346.82
<--43/4" DIA..KNOCKOUT
C6
2 WHERE HED SURFACING- -TTOP,COURSE. WHERE TRENCH IS PARALLEL TO TRAVt1ED LANES,
FOR PE
8 EACH SIDE, 4 SIDES
1
C
I 3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
-
9"
2. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
BACKFlLL THE TOP 4 OF TRENCH TO SUSED P NADE RUSHED MAX. COMPACTION COURSE (SEE NOTE 7) /i // AND t;uvt8 AS rctVUlrctu nr Siarvunrcu utinit urcnwirv5;. tlrcAO.
FwiJi SUITABLE EXCAVATED MATERIAL Id4Y BE USED PR01ADt� 95% . COMPACBR DENSITY FOUNDATION LEVEL n * A = 4" MIN. 27' I.D. AND UNDER
CAN BE ACHIEVED. 6" MIN. OVER 27" LD. 3. PIPE MATERIAL AS SPECIFIED -
i�I ,,,,,,{, �,,,,y,,N,,TS 1 ( p'� for of P.cnton Standard Detail BW18 -C Cityofy Renton Standard Detail,,B,W,1,8, -,yB
UbTt Trench Secum 1 Pip IOC Mary Sewer Moog 3 BY THE ENGINEER Sanaiaq Sewer CIeiLIVYt -f .
a NOTE'
UNLESS OTHERWISE SHOWN R PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' AT PROPERTY
o
LINE OR 3-5' LOWER T THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWERC.O�
WIN f
I - - - - . .PROPERTY LINE .. - - - -
(4) 3/4' DIA LIFT INSERTS
c W/ U.V. CAPS 6'-0"
z 6 -D" s -6° SANITARY SEWER NOTES AND SPECIFICATIONS
W \ -I FUTURE -
6" BUILDING SEWER PIPE BUILDING SEWER
;o - - - - _ - - - -- 1. ALL WORK MATERIALS .SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF
RENTON.URUTY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT WA STANDARDS AND SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ?STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS
c TEE
WITH 6" SIDE OUTLET PROPERTY LINE ` ` ` CONSTRUCTION? PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC: WORKS ASSOCIATION, LATEST
2 "x 4" STUD SERVICE MARKER PAINT UPPER = '�
,c
PORTION WHITE ANS STENCIL ON SIDE I %� ��� % %% �% I EDITION PWA) AND CITY OF RENTON STANDARD SPECIFICATIONS
6" WE 812111a AM B&M SEWB WORDING *SEWER" WITH 3" HIGH BLACK LETTERS. i`i`i i`i :�ii`i i v
AND $6 WIRE WRAPPED AROUND THE STUD AND 3. ALL. LOCATIONS OF UTILITIES SHOWN ARE AND IT SHAW BE THE CONTRACTORS
EXTENDED TO THE TOP OF THE STUD. ������� �`� � � �`� �`� ; � i`� � � I RESPONSIBILITY TO VERITY THE TRUE AND CORRECT LOCATION SO'. AS TO AVOID. DAMAGE OR DISTURBANCE.:
a 60" ALLOWABLE MAX. � � � � � � ` ` ` ` ` ` ` ` ` ` ` ` � = 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, MEiHODSAND SEQUENCES OF CONSTRUCTION AND FOR
r O 0 =i i THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
FOR CAST IRON PIPE .UNLESS OTHERWISE APPROVED BY THE CITY, WE TAP
� � � � � � � � � � � � � � � � � - -
R 1:3:5 MIX R DUCTILE IRON PIPE, p� THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN A- % � ��� % %�� : ��� A - -
n
5
Q a i i i i i i i i i i i i i i i i i i i 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED
o o CONCRETE / Ngl WITH STAINLESS STEEL BANDS. `.`N : �`�`�` N 1 Z �`: �i ��
BLOCKING / ION ( PERMITS PRIOR TO ANY CONSTRUCTION.
15`� WHEN CONNECTING 'NEW SIDE SEWERS TO EXISTING.. MAIN. I `i`i`i`i`i i`i`i`i i`i i i`i`i i`
�2�P G� _ _ 6. PLANS APPROVED BY. THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL. TAKE PRECEDENCE OVER. ALL
2% MIN SLOPE VITRIFIED CLAY PWN:AND REINFORCED CONCRETE, D1 PIPE I i �' I OTHER.. PLANS.
- - - - - - - AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED `
z
�
HORIZONTAL 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
o =moo
N £ o 6" SIDE OUTLET TEE � - _ _ - - _ - - _ - � B. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS BUILT DRAWING OF THE SANITARY SEWER
n ?�� SEWER MAIN SEWER MAIN TY AL$�S I VATION SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
- PROFESSIONAL SURVEYOR.
6" MIN. CONCNETE B DCM ANGLE
OF TEE ATiiAl1(W6i25 SPRING ASSISTED 9. OF 6 I L SHALL XI PLACED EQUALLY ON BOTH SIDES H THE PIPE IN EACH LAY WITH A LOOSE AVERAGE DEPTH
ELEVATION C.O.R. STD DTL BR39 PLAN VFW R Of 6 INCHES, MAXIMUM DEPTH OF S INCHES, THOROUGHLY TAMPING EACH DYER TO 95 PERCENT OF MAXIMUM
w�nN GALVANIZED DIAMOND PLATE COVER DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO
SW my Skle :Sews Cmwb,on 6 W /LOCKING.LATCH THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
GALVANIZED 'C' CHANNEL, 5' -0" LG. '
1 1/2" DIA LIFF HOLE I EACH SIDE, 2: SIDES RIM ELEV= 349.64 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH
1 EACH SIDE, 2 SIDES CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT
z i WITH SAW IN A CONTINUOUS LINE A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER KFILL
a =m .- _
g
a
Q 25 314° 2' VENT
CONNECTION RIM ELEV =350.2
a
m
BRASS
SUP NUT TUBE
�IE= 347.65 CONNECTION t
STEEL IE= 347.65
NIPPLE
18 1/2° 36" STEEL--\ 8 1/2
ELBOW
z
0
W
w 8
z
t�" DRAW -OFF
CONNECTION
TIE= 346.94
LENGTH =30'
INLET (WIDTH =28 5/8 ") OUTLET
1 NOTE PROVIDE (2) 3'x4' REDUCERS
CAPACTY =75 GPM T A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION
�7 �{�pp T� �a y +N 413 PINE STREET - SUITE 300 P: 206/343 -0460 .P. 2657 Q• T TTiT T7�T TI"1TG�T A Tlf C� J /
z Ztm - LORD HD-E Large Cape ®)I I(�tPr lOr 2" DIA GROUND ROD KNOCKOUT SEM GALVANIZED -PUWNG IRON SEATTLE, WA98101 R 206/343 -5691 103 lJ .L1L11 1. DE lj°'PL(S •id
2 PLACES IN FLOOR 1 EACH END, 2 ENDS
exwR[s os /zaizoos fAt^i= 5-325109• mvm m A s'iA4T
g
' Vr
I
AND COMPACTION. AIPERMANENT HOT MIX PATCH. SHALL BE PLACED WITHIN '10 DAYS AND SHALL BE PER CITY OF
C
0
OIL
-1N
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
2" VENT TO BLDG-
OU ERCEPTOROM
O O
IE =348.0
_
12. ALL DISTURBED AREAS. SHAW BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE
DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
E=346.82
<--43/4" DIA..KNOCKOUT
0
SECTION 7 OF THE'CURRENTSTATEOF WASHINGTON STANDARDSPECIFlCATIONSFOR ROAD -.AND BRIDGE
8 EACH SIDE, 4 SIDES
CONSTRUCTION. THIS -SHALL INCLUDE NECESSARYLEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
.0
- FOUNDATION MATERIAL, WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM
9"
6° 6'
BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
14, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR
7" CIA KNOCKOUT
0
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED
Q
2 EACH SIDE, 4 SIDES
GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
9"
SmkoAi'S704
VAULT 1.1
8" DIA SUMP
COUGHLINPORTERLUNDEEIV
�14 c. PU
y4�`�o� *'
RENTON TECHNICAL COLLEGE
S.M. Stemper Architects, Seattle, Washington 98101
SHEET
. o .0 0. 0 0 0- •0 0 0
0 0
0 D'0 0 o.... a •O.o 0
CAPACTY =75 GPM T A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION
�7 �{�pp T� �a y +N 413 PINE STREET - SUITE 300 P: 206/343 -0460 .P. 2657 Q• T TTiT T7�T TI"1TG�T A Tlf C� J /
z Ztm - LORD HD-E Large Cape ®)I I(�tPr lOr 2" DIA GROUND ROD KNOCKOUT SEM GALVANIZED -PUWNG IRON SEATTLE, WA98101 R 206/343 -5691 103 lJ .L1L11 1. DE lj°'PL(S •id
2 PLACES IN FLOOR 1 EACH END, 2 ENDS
exwR[s os /zaizoos fAt^i= 5-325109• mvm m A s'iA4T
g
' Vr
I
AND COMPACTION. AIPERMANENT HOT MIX PATCH. SHALL BE PLACED WITHIN '10 DAYS AND SHALL BE PER CITY OF
RENTON'- CURRENTSTANDARDS.
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
2" VENT TO BLDG-
-
IE =348.0
_
12. ALL DISTURBED AREAS. SHAW BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE
DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON PROPERLY PREPARED FOUNDATION IN' ACCORDANCE WITH
SECTION 7 OF THE'CURRENTSTATEOF WASHINGTON STANDARDSPECIFlCATIONSFOR ROAD -.AND BRIDGE
CONSTRUCTION. THIS -SHALL INCLUDE NECESSARYLEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
- FOUNDATION MATERIAL, WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM
GRADE. SO THAT THE ENTIRE LENGTH- OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
14, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR
DUCTILE IRON CLASS 50. -
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED
`D
GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
9"
SmkoAi'S704
VAULT 1.1
12
COUGHLINPORTERLUNDEEIV
�14 c. PU
y4�`�o� *'
RENTON TECHNICAL COLLEGE
S.M. Stemper Architects, Seattle, Washington 98101
SHEET
CAPACTY =75 GPM T A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION
�7 �{�pp T� �a y +N 413 PINE STREET - SUITE 300 P: 206/343 -0460 .P. 2657 Q• T TTiT T7�T TI"1TG�T A Tlf C� J /
z Ztm - LORD HD-E Large Cape ®)I I(�tPr lOr 2" DIA GROUND ROD KNOCKOUT SEM GALVANIZED -PUWNG IRON SEATTLE, WA98101 R 206/343 -5691 103 lJ .L1L11 1. DE lj°'PL(S •id
2 PLACES IN FLOOR 1 EACH END, 2 ENDS
exwR[s os /zaizoos fAt^i= 5-325109• mvm m A s'iA4T
g
' Vr
I