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PORTION OF THE N.E. 1/49 OF SEC.
15, TWN 23 N., RGE 5 E., W.M.
CITY OF RENTONWASHINGTON SANITARY SEWER NOTES AND SPECIFICATIONS
d ( ( 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS
AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE
EX. CB LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS.
RIM=436.31 / d
INV=432.56 ("ADS-N) ti a \ / ' 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
INV 432.65 (12"ADS-S) / I I \ i I h SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED
I EX. CB INV=432.65 (12"ADS-Wj / - - - - - - - - - - - - - - - - -__ - Cl BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION,
RIM=437.23 H __ --- -3 - _-_ - ` LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
- - - - - - - - - - - - I I INV=430.58 (12"ADS-E) _ _ - _ 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
------------ INV=430.58 - ADS �- EX. SSMH e o
- - - - - - sD RIM=436.61 I SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
- - � SD LSD-� 3 _ \
ti D ; INV=431.11 (8"PVC-N) L ti -- - - - - - - - - - - - - - _ CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
EX. CB INV=431.11 (8"PVC-W) N EX. 8" WATER Cl
sb - Sn - SD - RIM-�3b:8-7 n w W - w - x4 eTr (g W w -w w -w -w - w _w w - w w w w EX. SSMH - W 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
EX. SSMH INVr433-22 12"ADS-N) y y RIM=43�e -� SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
H tz INV=430.51 (8"PVC-N) OTHERS ON THE CONSTRUCTION SITE.
- w - w - w RIM=437.90 I w W __ L
ND ON MENT, TYP. I a INV=430.51 (8"PVC-E)
IN�%3-1rS j8"P�YC - w -� -- w w W - W s S - sMATdH5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
INV=433.10 (8"PVC-E) O I s __ S s s s d CURB/GUTTER s - S _ S - S _ S - s �- S - S - S INV=430.46 (8"PVC-W) STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
INV=430.46 (8"PVC-S)
0 s s -- s & SIDEWALK N s s S s s 3 s s- s CONSTRUCTION.
-s _s
MATCH EX. N.E. 3RD S T ti s s s -• <.- . <EX.-SOEWALK ' < �' '' r_� 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT
CURB/GUTTER -- s ' s °�^ `� SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
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& SIDEWALK k��6� oe �--------------- _`•
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8.
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"�_-__ _ 36� `� -. T BE ON THE JOB SITE
EX. NO, WALK F WHENEVER CONSTRUCTION IS IN PROGRESS.
i
9�
88*22
I N 3
� .40' 16" \ Q I 8 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN
300
-- _- - 2 S 37'43"W 64 82' (; ® H / AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN
4' ,WOOD 95.1� 0 6" 36' Q ' ' � STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
FEN£€ - - TREES TO BE RETAINED (� / EX. CB PROFESSIONAL SURVEYOR.
��j� ' STREET DEDICATION TREES TO BE RETAINED STRUCT ORANGE SAFETY I RIM=438.48
-CONSTRUCT ORANGE � AROUND TREES THROUGHOUT r� i e a INV=433.63 (12"ADS-N) 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN
CE AROUND TREES TH GHOUT 10" ROAD/UTILITY AND/OR INV=433.63 (12"ADS-S) LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8
/ » ftAD/UTlIUTY CONSTRUCTION OR HOUSE STRUCTION I I h DENSITY. THESE COMPACTEDHLY GEACH LAYERSLMUST EXO95 TENDPFORENT OF ONE PIPE DIMUM
AMETER
» 24 ti s ;�
8, 20" � 2 ° � I ! � I I ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS
v TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
pr
V » � � � y 3 � 0 5 10 20 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
8" / : 14 I TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
6' WOOD MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE
FENCE
` \ 8" g" rn ° 3 SCALE - 20 NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH
0' I I I MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A
n
PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL
16• 10" in
�` " ° a I BE PER CITY OF RENTON CURRENT STANDARDS.
20" 1 � \ I
2" - MIN. FF= 1fi" g" o ° I , i 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
22 ACCESS & » QMIN. 437.0 \,_ o ° i EX. CB
N U11UTIEs 48 437.0 12 $ 18 »
" " � » o 10 00 � � I � a I RIM=437.33 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE
EASEMENT » - 8 v I- `C _
N I 18 » " ° ( I INV 432.18 (12"ADS N) STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION
8
I INV=432.18 (12"ADS-S) OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
8 p 3 I
36" 0 12" I I
"
I 1 ALL I AN APPURTENANCES HALL LAIDN A PROPERLY
o 24" - - - - - - - - - - - - - - - - - - -
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT
-- --- 4 6" I y s STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
12"
16" 1 » I C O - - N88'21-'O9"W a I I CONSTRUCTTOM OR ON. THIS SHALL TOP OF THE INCLUDE FO NDAT NECESSARY
MATERIAL,LEVELING
OL AS E TRENCH
1 I 140.36' S._ - _ _ PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM
8» N I EX. CB GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A
RIM=437.15 UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL
160.04' 1 C.O. U j • N INV=434.55 (12"ADS-W)
% \ I 6" N 0 3 I 6 INCHES ABOVE AND BELOW THE PIPE.
TREES TO BE8�A711�ED 6 " TREES TO TAINED m
SD - SD -CONSTRUCT ORANGE SAFETY 6'' 106" 15' PRIVATE ?CONSTRUCT ORANGE SAFETY I I 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
FENCE AROUND TREES THROUGHOU 4 10' PRIVATE, ( SEWER/STORM FENCE;' AROUND TREES THROUGHOUT ti aw I GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
ROAD/IJTIUIY AND/OR SEWER- I EASEMENT 8" ROAD/UTIUTY AND/OR, < ;
/ HOUSE CONSTRUCTION EASEMENT HOUSE CONSTRUCTION i - I3 I 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND
18»
6
G \ \ MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST
O 10» o ° roQCC MA)� SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
O O I » X
0 8 10" or- - I I ,,, I
SSMH# 2, TYPE B-547
RIM=434:50•�'��+'� � MIN. �" 14" 12" 4, � ti W a
0 _ INV=*1 23 (6M) 21 I / 36" 436.0 PVC SIDE ° II Z I---------------- SHUPE
k
o MIN N. FF INV=429:06- (.8 ) 428 5 �r 6» SEWER 02% MIN., TYP. y W 3 I v �oF wAsypc �
o =Nos 434.0 I 6" PVC SIDE
Z 14" TREES TO BE RETAIL I I 36"
-II o z 16=CONSTRUCT ORANGE SAFETY ( SEWER ® 2% MIN., TYP. ti Z s I ` ' ,` . c ,
- t,'
w - - - - - - - - - - - - AD/UT�IUTTYN AND/OR I 116 " IE=429.1 f 16" 6" IE= I W I I >=K • cg'! �F,b,RCE � ,� ,p 11 �j Jcy
N " HOUSE CONSTRUCTION - 2.5 OIL 428.5f ( 3 I M R 1I�f
12 N88'21'091, » r c C 1 Q I € �, AL LANO
10' PRIVATE ` 140.36'
C�/ DRAWAG G I h -
n SE +7;5�-8" PVC ® W 3 I THESE PLANS ARE "AS -BUILT"
1 " 0 I - I AND THE INFORMATION SHOWN
�-� - --
so. 4 - - - - - - - - I ACCURATELY REFLECTS EXISTING
= 3 _ 1 » 0 2" 18 I fib PUBLIC ,
012- 8" 8" SEWER
I 1 J FIELD CONDITIONS AS OF THIS cKUPE
W~ o� W `� I I -----
0 O 10 i► �/ EASEMENT SSMH# 1 \ I' H I I - - - - - - - - - - - - - DATE: -I/13/20! I of WA
Z x 00 N o I _ 12" RIM=4 t (MATCH PAVING)
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y o oa. o �, 8" " 10» --__ 0" NEW INV--428:26 �27 I I WILLIAM SHUPE HOLMBERG PLS 11332 N 14 EX V=42 .4 (VERIFY) I 1 '� r"
88 22 17 H E TREES TO BE RETAINED 7
6" O:f_ _ _ _ -CONSTRUCT ORANGE SAFETY � 3
� 2'- 12" SD O . I 14" �
\ AROUND TREES THROUGHOUT
Q - - ROAD/UTIUTY AND/OR
7- v 10 ` HOUSE CONSTRUCTION 0
445 -S3 O I
0 < �, e O qj � \ 3 3
12" N » N I _
8O l
- - 36 00
\U- - mof I V' I
- - - - - - - - - - - - 37 MIN. FF= M.N. FF=»
m a, `36 3
434.0 16" 0435. 0
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cr_lil> 1before you
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79.02'
-800-424-5555
18" S8 27E 300.40' 900r
of Q� UNDERGROUND SERVICE (USA)w
o0 6" » s I AVOID
TILITYCUTTING
LINES. IT'S UNDERGROUND �o 1
8" 8 I
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M EX. SSMH I » y
\ RIM=434.03 a
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INV=425.83
RIM=433.38
I (8"PVC-N)
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3 I INV=425.73 (8"PVC-S)
I INV=430.28 (12"ADS-W)
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INV=429.47 (12"ADS-N)tj
i I INV=429.47 (12"ADS-E)
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11332 ,,cv
SIORAL
EXPIRES 11/30/08
RECOMMENDED
FOR APPROVAL
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE .otf 0 W.
a
>s1�1 DATE
DATE
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555.
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