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SSMH #1 NEW SADDLE MH 48" I
BRETZKE 05+35, 0.5' LT
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PID: 1023059382 INSTALL ON EXISTING SEWER LINE
SSMH 28 I VERIFY LINE AND INVERTS PID- 1023059370
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I STA 13+23, 5'RT ON
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TE=439.0.7 �. GSA^/= �/?$. $
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PROJECT# S3278
RIM=424.3 WEDGEWOOD LANE: 13+23
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INSTALL 2 ASPHALT COLLIAR
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IE=411.5 BRETZKE 6 + 63.60 H
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IE=42 3,0" S b AROUND SSMH 1_Lj
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SEWER PLAN
Elh, SEC. 10, T. 23 N., R. 5 E., W.M.
R=362009
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EXISTING 5' SIDEWALK
--no ---- 36"��
_R=0-W - / - - N/' null \\ \\ \ 1\ 0 N S88D16'11�
_ •� 438
LEV 415�3' \ \ �`Ui� \ \ \ - �`� tK
WLB1
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ELEV. 415.9' WLB2 C\ ELEV. 2\\ �Q, \36" \\ \\ \\ I\OT A \\ 1�
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WLB 6��o \ \ \
ELEV. 415. 8' \ i
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� 415 p`L
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W \ WLB8 \ \ �435.5
0 0 U` 415 1 41 ! 1 \ \
0 415 \\ \ \
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,� '0°
\ �, �` LOCATION OFtK
Os \ T. �� SEWER. LINE
170.07' CALL D
5+00� J° \ \ ss �.8„I.
°\ \ \ ,� slop m IS SS "E�24
_ SS 8,,.
\4+00SS 81,
�� \ I rn • \ �s p `\ 4.\ \ A \ D`O�/ I rot 10
O &�� \ � D:W.APRON LQG. F SPH LT.
of \ 01 \ 7zs \ \ \ A °1i �rO br6 CCESS ro0 SITE BENCH MARK: o I �ro1
331.65' 1 \ \ o \ s6, \ \ ti \ ��rO •
\ \ \ \ s `° 14"� ro°' s.° HA ° CATCH BASIN
trdCd\� \ s� �C� �O� CONC �O 2-f OORIM ELEV.=469.24' IO
_ \ \ I I
\ \ 0-W , \ 0� - \ s o - o S88'16'10"E - 100.04' q S88'16'10"E 70.03' �
Al
70.00' 'L\ \ 14" • �O BYO -� R-O-W
sroTOP OF S OPE\`o �\ Rs�\ \ �g Soh �\ ��\ �O� \ ` Notes
\ \ \ \ s
I\ I \ o � \\ , \ °`�. \ \ \ 0---_ \ \ s� \ \\ \\ \ \\ 4 \ \ 1. SEWER EASEMENT ACROSS LOT B IS 10' FEET IN
\ \ \ �� \ \ \ \\ \ As WIDTH. o
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° AN/ c4j LOT B o�o\ \\\\ I \\g \5r, \ \ \�R \ \\ \,� \ \ \ ..I 2. SEWER EASEMENT AND ACCESS EASEMENT ACROSS = o
0.4s \ ° ¢s `S� 0 'L \ - LOT C IS 15 IN WIDTH. 0 z
- - - - - - - -
- -I- \ \ R�1�\ \ \ ' ?�'� \ � \ \��. �O°� \ \ � • 4 4 3. HARD DRIVING SURFACE OF GRAVEL TO BE PLACED -NO � � -�
\„ \ \ 1 r- - 0;. OVER EXISTING ACCESS EASEMENT AND OVER 15 WIDE o
6"S TOE OF SLOPE i >x° y \ \ \ \ \ \\ka0i• \ I \ \ \\ \ \ 66� ACCESS EASEMENT ACROSS LOT C. >It
i� 5 +\9\ 6.0\ 5' LT
1 m
S �5 EXISTING TOPOGRAPHY NOTE: 77K 0+00IE428.40\ o_o L0� 2 Q
s \ I
\FF=434 4 L N, P o
\�� `� \ \ 1.. �q VERIFY EXISTING TOPOGRAPHY IN AREA OF zCn
\ \\ \\ I w I o \ Ids N >�, \ A\ \ PROPOSED CONSTRUCTION PRIOR TO ANY WORK. J o Q�
N N BRETZK A� \ \ �. \ NOTIFY ENGINEER IF CONFLICTS ARE IDENTIFIED. 4-' --
\\��\ I N N , RAZ Cn
oo \o \ 4 g ¢Q °w yz ti,tio \ Y EXISTING UTILITY NOTE:ON
01
s�0 : \ \ �Q. t VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES
\\ \ I I �� �9>y Q�F I �°� { \� ;� \\ I Asa \ \ 4 6 �1� (WHETHER OR NOT SHOWN) IN POTENTIAL CONFLICT W/ 'N
\ t I I Foo 6 IDE SEW t I ,\ \ \ .� \ s -;. ,* x
�� {r
\ I PROPOSED CONSTRUCTION PRIOR TO ANY WORK
LLJ- - �\ - _ 6X H E A \ \ \ \
z Q Q WLB9 \\ \ \ I \ IJ `I, „ r \( L,
W Q ELEV 416.1 \ N \ \ 1 •�,� \ ; ' R34 `�� 2� \ I \ 6 SE S E W R I \ \ \ \ \ 4 Sanitary Sewer Notes and Specifications (� L-,
40
w rPo \ \ \ 1� I � � - - - 'N' 'LT oy \ �• I `\ 8+22 •\ I \\ \ ' ,' .. _- a
V SSMH#2
MH TYPE B 54"
6+47.32 112.16 LT
TE=435.W.7
IS- Al it 28 96
I9-Sr- E 42Q,.G5
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W - 11 N.C. SOCKET HD
SCREW 1 Y4" LONG
(BRONZE OR S.S.)
X" x 2" RAISED PADS
CAST [RON RING AND COVER
45- (1/8) BEND
45' (1 /8) BEND
\ \ \ \ \ \ ® \ \ I 3 LT, P P E� THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY
\ iE= 4 ItiF \ Y I so \tom
438 I \ \ \ \ 2% \ I IE-k430.2_0 _ �� \ \
WLB10 \ \\ \ \ \ \ L_ -��- - _ o I \ II - �� \ -4 2 4 1. All work and work materiel shell be in conformance with the standards and specifications of to City of Renton
ELEV. 415. 6' \ \ \ \ o ` \ \ \ - - - A \ �� \ \ �,� Planning/Building/Public Works DF par ment end the latest edition of the WSDOT/APWA 3tandmrls and
\ \ \ \ N \ \ \ ��o L I �` SPA, as approved and modified by the City of Renton in the Renton Standard Plans a SpecfflciWons. A set
436 \ \ 438 ,�� \ \ \ \ I of approved plans shall be kept on site at all times during construction.
10' CITY OF TON \ \ \ \ ° \ _ o0 7n oa- �\ _ CL ARI T �°° �¢ \ \ \ \ \ 4 \ \`"
SEWER 11%T �, \ \ \ \ \ \ \ \\ - , \ gp '�`� €A N O�J,T \ \ N 0 �\ �� 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise I
s8 - approved in writing by the Plannin uildin ublic Works Department An
!� � Dope traffic control plan must be
\ \\ \ \ \N \ \ \ \ g3 \ o �..�0 3� obtained prior to beginning any work within public right of way.
70
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SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
ate-
1. 8" AND 8" CLEANOUTSON SEWER MAINS SHALL 8E EAST JORDAN IRON WORKS, INC.;
No. 3698 CR EQUAL. CLEAN CUT SHALL BE A WATER TIGHT ASSEMOLY.
2. IN UNIMPROVED AREAS, POUR A V-0' THICK, 2'-0" SOME
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
PUBLIC WORKS 6 OR 6 INCM CLEAN -OUT 91M. PLAN 403.1
d DEPARTMENT FOR SANITARY S@W!'R MAINS
r SEt'TEM131rR 2011
40
\ No N \ A \ .. ... "stR_ �.- __1 q�_ _ IV
\ \ \ \ \ 0 15 CITY bF REN TON SEWER . �►Ni CE A N .:.. °II)e \ 3. All locations of existing utilities shown are approximate end it shell be the contractor's responsibility to vie* the ... .
WLB 11 \ \ \ \ \ \ � ° LF 8 VC \ ` � °'a� \ "4 ro 0� true and correct Im.tion so as to avoid damage or disturbance. p -jLIJ
'LEV. 415.3'
\ \ \4 3 5.5\ 1 \ Q \ . \>Q �\ - 4. A pre -construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be 0 O
po _ "0s --sue 5��� the contractor's responsibility to sure all necessary permits prior to starting construction. (Irapection will be w
CL N s \ ` 4�- \ - 4.: 0000rnplished by a representative ••t the City of Renton.) It shall be the contractors responsibility to notify the Public :
Works inspector 24 hours in advance of backfilling all construction. � Q
\ \ \ \ \ CLEAN OUT 44 �\ -� ��IH•�`4 0
d' 0 \ � 4
\ \ \\ \\ \ � \ �� \ \ �A`1� \��o �� � - •� - � `': \ 4 \ \ � \ S�"\D \�I F�41�' � � 5. Contractor is solely raspon��,le for the means, methods and sequences of cordon end for the safety of w O
436 8 .0,\�7�p.'L� LT��"
workers and others on the construction site. � w
� \ \ S*FM H # �` 6. It shall be the responsibility of the contractor to obtain street use and
\ \ \ \ \ I� respons by any other related Permits poor to any �`
\ \ \ \ EWER \ \R \° \1E`��44A. -I- ` construction.
WLB \ \ \ \ `\�` �� \ I4�3�bFFU W 44��I m m m
ELEV. 418.4 \ \ A \ \ �30 ^�'� 7+ 8 4, - _ \ & \ 7. Plans approved the C of Renton, Public Works
\ \ \ \ \ \ °ti � •�" \-9/^' ' �'�� � 30'R T (. A P P E D � � � � \ - PP by Ky Department shell take precedence over all other plena.
. 85WR
�4° 8. A copy of theme approved plans must be on the job site whenever construction is in progress. $ G. D
�\ \\ \\ \ � TZKE FF= ,x I \ \ 8+49.'G �
SSMH #3 `9 \ \ '��� \ \ V 0 T 4 I �A B R E TZ K �` 30' R T C ARP_ D 9. The contndor shall provide the City of Renton with or as -built drawing of the sanitary sewer system, which has
MH TYPE B 54" \ \ \ \ \��R \ \� \ \ i<` ��' `��� \ LOT 3 1E- 430.30 y 'I \been mtmmped �t signed by a licensed professional engineer or licensed professional surveyor. 1
A 7 15. 5 8, 170.81 L T \ �'� \ �i� \ 434 _ • I 10. Beckfill shell be placed equally on both sides of the pipe in layers with a base average depth of 6 inches, .
FT SSMH #3 \ \ R�� \ \ \ \ \ \ ' 3?DARN I %-43.5.00 �^�°`\ \ maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of merw, - density. These compacted c 42761
-R TY \ \ \ \ - 430 �\ �\ o \ ro \ \ 36 layers must extend for one pipe diameter on each skip of the pipe or to the side of the trench. Materiels to complete �o ���G ww
- 'f 36, / WLB \ \ \ - " o \ .� ISTE�
4 VEY - 421. ' \ \ \ \ \ \ \ �,�o 4-
ELEV. \ \ : g3 the fill over pipe shall be the some as described. sSjoNAL Edo
C� G t}q�.l y29.9 \ \ \ �\ Z 432 ti \ N EXPIRES. 02/07/
\ \ I I 11. Open cut road crossings for utility trenches on existing traveled roadway shell be bedcfiNeo with pushed rock
\ and mechanically compacted unless otherwise approved by the Public Works inspector. Cuts into the existing
amphalt shall be neatilne cut with sew in a continuous line. A temporary mac patch must be placed irnrrredietey attar
NOTES: \alp �� \ \ \ \ \ �\ \ ��' °•° i z beddMl and compaction. A permanent hot mix patch shall be placed within 10 days and shell be per City of Renton
SPECIAL O S: I ¢3 3 - current standards.
\ \ \ \ °� \ ,� I o.
12. Datum for Vertical Control shell be North American Vertical Datum 1988 Meters, and ibr Hortaontel Control shall
,1 • SEWER PIPE SHALL BE PVC CONFORMING TO A S TM \ \ R�� \ I I be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works
D3034, SDR 35. ,MINIMUM. TO BE INSTALLED WITH \ \ \ \ �`�s� �g28 I Department. Reference benchmark and elevations are noted on the plans.
A MINIMUM OF 5 OF COVER AND LESS THAN 15 \\ ��\ �� I I 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Depertrnerrt for
OF COVER. OR PIPE MATERIAL TO BE C900 \ '� �- � \
the prevention of on -site erosion after the completion of construction.
2 ALL SANITARY SIDE SEWERS SHALL BE 6" AT 2% 1AL'BF� A26\ -428�
MIN. NOTIFY ENGINEER IF THIS RESULTS IN ELE ,! 421. 0' 7 \ 424 \ - 428 - - - - �2 �`� \ \ 14. All pipe and appurtenances shall be laid on a property prepared foundation in accordance with the standards and
DIFFERENT I E THAN SPECIFIED AT E �' D OF SIDE � 2- _ - + specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the
SEWER. ELFV.B423.6' Wii� \ \ �\' \ �`��' I WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton
ELEV. *24. \ \ Standard Plans & Specifications. This shall include necessary leveling of the trench bottom or the top of the
\ I foundation materiel as well as placement and compaction of required bedding materiel, to uniform grade so that the
N UNIMPROVED AREAS, MANHOLE TO EXTEND MIN A2 �y length pipe supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6
3 6" AND MAX 12" ABOVE FINISHED GRADE. �� s\ \ inches a1v end belowthe�
\ / Q Pam•
15. Smite sewer i shall be in chloride PVC rubber
- - - - - - - _ 100.04' \ \ / Sanitary pipe polyvinyl (PVC) ASTM D 3034, SDR 36, or docile iron
_ - - ,� class 50 unless otherwise approved by the Wastewater UtNity.
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16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished gnade o' SHEET: OF:
S88 20'02"E 66, . 90' R - 4 \ - �gg - - 50. must have minimum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to
T.P # 1023059390 *WIWBc 4 5
FI FV 42F 7' FI FV 49A R' match pelt.
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