HomeMy WebLinkAboutS-232101POND
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RAMP PER CITY
OF RENTON STD. DETAIL
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VAL�(,FA'' VAULT- -
DISCHARGE LINE
VENTS
18'
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4' NC. PUMP CONT 0
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2 SEE OFF8ITE
EXIST. GRAVEL DRIVE SHEET 6
z7o9z' END PIPE
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I II SANITARY SEWER NOTES AND SPECIFICATIONS
- ExiS;. d" GAS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
SSMHg7 STANDARDS AND SPECIFICATIONS OF THE CITY A RE WTH AND THE
STA 3 +30.38, 13' LT. LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
z ' ( ) SPECIFICATIONS.
RIM = 462.1+ MATCH PAVING
NV = 4s4.6o
Z THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
}' LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
PARTIALORAFULL, DIVISION T 277-
+ 6222- ALL STREET CLOSURES, O BE
i L,- ' APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
3 THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE
FENCE
WET
C_34- _
+
NOTIFIED 24 HOURS IN ADVANCE.
I 4�2 3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
WELLALVE r : SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
VAULT __, _ PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
6.,
-3 -I.
ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON
GATE VALVE
�� i STANDARD SPECIFICATIONS.
t['-' " 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
4 p„ AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE
8 GATE 4" DISCHARGE .. >� - _ TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
1 2 11 �2 I 1 C 4 ("* DISTURBANCE.
5. A PRE CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL
CURB CUT----,, A- 0-) C-24" C -24 MIN. F_F_ - I 2 BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
INLET MIN. F.F. MIN. F.F. 26' EASEMEN ELEV = 458.9 I THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY
FOR UTILITIES & " MIN. F.F. PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE
ELEV = 460.6 ELEV = 459.7 EMERGENCY LEV = 458.9 I 22 t IST. GRAVEL
VEHICLE ACCESS LIFT STATION m ASPHALT ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT
tS 3 DCVA ASSEMBL _36° DRIVE SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY
Y'S
Bi'. OTHERS fO STA D +71 2,5 LT STA 1 +38 2.5 L INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
"- INV 0+711 INV= 457.61 ±- CONSTRUCTION
N STA 1+ 72,5 LT 45a �i A110N;
LIFT STATION SITE DETAIL 18' VC NV =45 86 (j 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS
02.00% NV- 456.62 -_ - -c,
18' 6 "PVC 02°00% x AND OTHERS CON THECCONSSTTRUCTIONASITEFOR THE SAFETY OF WORKERS
SCALE 1 " =5' 1 STA 2+03 2,5. LT. -'
1 _ _ -STA 2 +50, 24' LT.
• - CONG PAD TO 45' BEND ./THRUST BLOCKING OR TO
®2.00R ' ,.-f-18, 6 'PVC LIFT STATION ` 7. ITS ALL BE THE RESPONSIBILITY F THE CONTRACTOR
w /VINYL CHAIN SLATS LINK PER WSDOT CONSTRUCTION.
USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
30'.,.8 "p. C.
-- -� 02.00% _
m - -tic➢n -a' :>�'` - -!`- _ 4 DL PRESS RE SEWER = - 16• -8 ELL
-- = STANDARDS
8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT
_ _ - D _ SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER
-. L CL50 _ STA H2+461 21t MATCH PAVING
0.409° ) PLANS.
- ..20'5 PAVINGf .20 PAVING _ _ - - ® INV - 454 °20(N &W)
INV = 454.10(5) BE ON THE JOB SITE
/ -- 4 - - f # 9. A COPY OF THESE APPROVED PLANS MUST
WHENEVER CONSTRUCTION IS IN PROGRESS.
02.00% _ 20'6 °PVC s " - -( " -_ T 10./ THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN
'- 20'• -6 PVO. Y AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN
02.00% 009 - - -a -� - - -� 20 ePVC �- '211;•••6 "PVC. STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR E
_ EXIST Z" RCP -
N
/ INV= 458.55 ' 02.00%
STA 0 +77 2,5 RT '_ INV =457 41i INV- 5 Ir -' _ t a LICENSED PROFESSIONAL SURVEYOR
A INV= 456.29 - 4NV- 455.79
STA 1 +35 2,5 RT STA +76 2,5 RT _ ; _ 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
STA 0 +40 m �_.... _.STA 2 +29 z5 RT - STA 2+62 2,5 T - tO _
- - o PIPE IN LAYERS WITH A DOSE AVERAGE DEPTH OF 6 INCHES
SSMH #3 TYPE II 48" - + � MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
rr^^ RIM = 467.41 95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND
INV = 458.20 I + 962 STA 2 +88 ^y FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE
6\� �= SSMH /2 TYPE R 49- SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE
°o' r RIM = 461'19 SHALL BE THE SAME AS DESCRIBED.
Ex15T . -- I INV = 454_42(W) 3
-r- 115'•6" PVC SEWER :INV = 45432(N&E) - - 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
^�I I SERVICE 0 2°00% PLUG EAST PEE F,, m
FOR FUTURE PIPE i TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
cry GRAVEL MECHANICALLY COMPACTED. CUTS INTO THE E %ISTING ASPHALT SHALL
9 I DRIVE BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE A TEMPORARY
$ cr MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFlLL AND
L LLL- x x Y x '4 COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN
3
C -IST DITCN 4 +� 5 BOX MAILBOX 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
EI EXIST_ 12" - a U' I RACK, SEE DETAIL >.
O STORM n 134. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S.
rn a� 6" STORM $+ 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
xi ST co �. sLAB ti o
MIN. F.F. 2' MIN. F.F. MIN. F.F. 70 BE MOVED I MIN. F.F. MIN. F.F. OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
ELEV = 460.6 r'I ELEV = 459.5 ELEV = 459.1 I ELEV =458.5 ETEV = 458.5 �- FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION.
14' mo G kVE -.Q 15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
4 °o PI PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR
Ix. - - - - -- 24 m m ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
-- 23'• -6'PVC
w STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND
20" 015.00% I" BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING
STUB FOR OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL
FUTURE s AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
SHED %y CONNEC MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE
0 6 VC �'WV, / 18 PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE.
5 BOX MAILBOX 2'00% 46p.g0 ` A -2 y24 INV = 457.59 SCALE 1" = 20' PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE
RACK, SEE DETAIL \ INV= 458.72 z 466 ° PIPE
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
o EXIT \� CONC. /AB ,. �`- - - RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. VE
w ASPHALT LEGEND
\ I 0 I 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
m 1 / AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA,
tr I-- 0 pQ WATER VALVE COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
2i A
5 z WATER RISER
N 6 I EXI5TING HOUSE I
18' ❑ CATCH BASIN
N I FIRE HYDRANT WA ERLINE LOCATIONS ARE APPROXIMATE
MIN. F.F. MIN. F.F. I L_ _ I & SHALL BE VERIFIED PRIOR TO CONSTRUCTION.
16' ELEV = 462.3 ELEV = 462.8 A_ 4• 13• 14 BOLLARD
sf1UPE k
$ D MAIL BOX 23�� ®� N�OF B
I z' WALE JI Jlun
DECIDUOUS
40
INV= 462.85 16" 10" FIR RE=1110 DED FOR
2 BOX MAILBO% I APPLE APPROVAL ,p�111332
3 I RACK, SEE DETAIL 4�Q V= 460.54 i . '�G
-- -
STUB FOR FUTURE
RAMP PER CITY
OF RENTON STD. DETAIL
I
DAM OVAL
--
_ STUB FOR FUTURE
CONNECTION
N'8818 *03" W ON
I I NO_ F005 (TYPICAL)
➢ATE
-
G R VEL 30.s9
DRIVE
E- XIST . H TO
REPLACED BY CURB
D. IT C
GI IITER
DATE
_A. - .._2.
.
RELOC
TE SIGI
S
PREPARED BY
n
4j2 30'�6" PVC 0 2.00% i
__ ... W
_
,-
W
unLrn
.,, %-
REQ'D.,
.ETC.
(TYP.)
As
Baima &Holmberg Inc.
1 3 +9aW 8878'03" W 331.00' _ _ a+ 282 ^�8" PVC 0 3.85%
30'6 VC- EXIST. 12" RCP
t 02.00% I 16'. TO BE REMOVED
_ Ex -6°AC
10' MIN. SEPARATION
BETWEEN WATER &
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& V
ENGINEERS & SURVEY 0 R S
I N
( 5 88'18'03" E 4•.
_ _
FUTURE SANITARY SEWER 14 SEWER (TYP.)
-
- .
loo rEONT sTREG ISEAp 1MSRIR 8902'! (zS 3BZ - 0260
2AS EXIST. N. E. 9TH STREET
331.00' . - -
- "
O
CITY OF RENTON
Q
ASPHALT
S. LINE OF NW 1/4, SW 1/4, NE 1/4 OF SEC 10, T 23 N, R 5 E �
DEPARTDdENT OF YVHLIa � W'ORI{S
SSMH#5
a STA 2 +97.35, 4' RT.
RIM 2 97.35, (MATCH PAVING)
I MH j/4
OA 0 +465834'
FIT.
/`�
SCOTT GLEN
INV = 464.06
e
1�
GRAVEL
DRIVE
(MATCH PAVI
�NV 453.2b
-
N &yV)�
9.
2
I
N0.
su9laxrAL (REVSSO B- lz -BT) RAs Tm m -z -BT
OR UYf STATION 06CNARGE L➢tE CLO TJR 02-14-BT
REVHION9 PER CITY R ®LING CRR TRt 11 -22 -89
RRVL910N9 PER CITY R®LDiPS ]NP TSR 10 -17-99
REV69ION BY APPR DATE
SANITARY SEWER PLAN
DMIONED TJIt DATE 972TX99 NOBO -TC
NDE _ B
DRAIIN �
SCALE t' =20' gpp re _
CIMC]UED MR
APPROVED smp 4 OF B
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