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SW 7/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M.
W T HE
...................
., w.. va in Z A.0 wNUITC Ir- rr+L 1 1r. r, -
,.,.
_ .. NOTES.
a,
I
1. STATION IS TO NEAREST DOWNSTREAM MANHOLE
2. END lE /S AT STUB END.
FG' 392.25
SSMH 2 FG 392.50
3
FG 394.50 4 r.
I I _ FG 395.50 I r
+43. 0 4.50 R , FG 397.90
.. __ . STA 12 5 UTILITY CONFLICT NOTE.
�• . � � � � � a +, _ FG :398.80 FG 400.10 °•
RIM 49{48 393.39 - I
✓ , ,, 1 N
_ � I �, THE CONTRACTOR SHALL BE RESPONSIBLE .FOR VERIFYING THE LOCA nON, DIMENSION, AND
. ,x O
I 8 IE IN 38A 9� (E)386.$4
I , :� z I �:.,..: � DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY
:.
8 /E OUT 386-9
W).3
86:89 I 10 PRIVATE JO/NT Q
POTHOLING THE UTILITIES AND SURVEY/NG THE HORIZONTAL AND VERTICAL LOCATION PRIOR
- -_ UT/L/TYzASEMENT mm 0 CONSTRUCT/ON. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN
" I j T". -
I POTHOLING ALL OF THE EXISTING UTIL177ES AT LOCA77ONS OF NEW U77LITY CROSS/NGS TO
_.......::_ _..__ .......-�- - I UTILITIES AS
G _, _ PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCA770NS OF SAID UT7L I
SSMH 1, .SADDLE MANHOLE I � t o � _ _.......... _ - -� -�,
- o t._.. - -r PLAN THE UNVERIFIED PUBLIC INFORMATION AND
TAIL SEE SHEET C19 ? � .3 � ( `• • .,-..� ,.-�. Tt-= .. - T - , : •_:. :• _.
SHOWN ON THESE S ARE BASED UPON E F M
PER DE .reAcre
, �_ , _ � .. .. •. - - -< _ ... � •- .. - - < -- -.. l U CONTRACTOR SHALL
10+05.69 4.50 R
�a •. -.. ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CD T
. STA _ .
N - STRONG CTINGENGINEERS INC. TO RESOLVE ALL PROBLEMS PR/OR TO
!� 6 - - �... <... .. •... - � • ..� .. - ---I- - "OPEN SPACE CONSULT D.R. CONSUL 77 ,
RIM 49:9. 194 92.13 I �: <
,. I - : <�• .. PROCEEDING W/ TH CONSTRUCTION.
EX. 12 lE IN `9
(N),381.89
(> r I _
352-9 (S 381...3 9 70�' ., r. , T _ •: I _
EX. 12 /E OUT � 8
NO TES:
8 lE IN 38L?z�9 E 382.15
- - 140
(� _� - 1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON R.O.W. SHALL BE PER THE
z�38LF 8' PVC I r- - -
? ,--- - 37_o "' + \ CURRENT CITY OF REN7ON TRENCH RESTORATION AND STREET OVERLAY DETAIL PER
All[
4 „ -k
LF 8 PVC o _ - y
SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD
w I I I -mm, .�„w. ,�
H FET 3 OF AN Y
/ �A 1 CROSSINGS). IF THE OUTSIDE OF THE TRENCHING IS WIT IN THREE E (')
Call 2 Working Das Before You Dig
�
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
q -IML HrUMANI
SEWER
STUBS
LOT
STATION
FG lE ® MAIN END lE
LENGTH SLOPE
1
1+11
(AB)- 464416
391.54 354-.
384.38
386.74
43
(AB) 6. 06W5.49.x'
2
1+49
(AB) 43i?
•59 392.18 38&16
385.15 38Aee
386.36
43
(AB) 4
2.86X
3
2+31
(AB) 490.60
394.15 M&S.;
386.76 486L ea
388.32
43
(AB) &. e&N
3.63X
4 '
0+33
(AB) 49&6&
395.30 38iE-
387.58 3;98: BB
389.98
43
(AS) 6.-&M
5.58X
5
0+94
(AB) 497779859Z63
388.80
388.77 39 -49
391.61
43
(AB) &:089
6.60X
6
1 +81
(AB) 398-58
398.42 J96LSO
390.49 395-36
393.19
43
(AB) 6.4AW
' 6.28X
7
z2 o;3
2+31 496L
19 399.46 331-&&
391.48 49 0.
393.84
43
(AB) & G&M
5.49X
8
0+00
(AB) 399.
iz& 399.35 391.88
391.64 39+:M
394.31
34•
35 A 1&0
Z 63
9
1+94
(AB) 399-80
398.63 399.83
390.74 39339
393.53
34.
(AB) A8&N
8.21%
10
1+38
(AB) 39&-69
398.14 389:;z2•
389.64 39599
392.86
34
(AB) 13.65%
9.47%
11
0+68
(AB) 49"6"
395.80 t;&&
j2 388.26 4-a&-48
390.35
34
(AB) 14.4.4F
6.15X
12
4++5
0+18 39&GO
394.31 38•��
387.30 383-59
389.40
34
(AB) 6-6&3F
6.18X
13
1+83
(AB) 1 392-69
392.36 M&
385.81 38 -?-•1.9
387.12
34
35 3
J. 74X
14
1+31
(AB) 39:-50
391.70 38489
384.76 38A BB
386.34
34
35 fr.-4
4.51X
., w.. va in Z A.0 wNUITC Ir- rr+L 1 1r. r, -
,.,.
_ .. NOTES.
a,
I
1. STATION IS TO NEAREST DOWNSTREAM MANHOLE
2. END lE /S AT STUB END.
FG' 392.25
SSMH 2 FG 392.50
3
FG 394.50 4 r.
I I _ FG 395.50 I r
+43. 0 4.50 R , FG 397.90
.. __ . STA 12 5 UTILITY CONFLICT NOTE.
�• . � � � � � a +, _ FG :398.80 FG 400.10 °•
RIM 49{48 393.39 - I
✓ , ,, 1 N
_ � I �, THE CONTRACTOR SHALL BE RESPONSIBLE .FOR VERIFYING THE LOCA nON, DIMENSION, AND
. ,x O
I 8 IE IN 38A 9� (E)386.$4
I , :� z I �:.,..: � DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY
:.
8 /E OUT 386-9
W).3
86:89 I 10 PRIVATE JO/NT Q
POTHOLING THE UTILITIES AND SURVEY/NG THE HORIZONTAL AND VERTICAL LOCATION PRIOR
- -_ UT/L/TYzASEMENT mm 0 CONSTRUCT/ON. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN
" I j T". -
I POTHOLING ALL OF THE EXISTING UTIL177ES AT LOCA77ONS OF NEW U77LITY CROSS/NGS TO
_.......::_ _..__ .......-�- - I UTILITIES AS
G _, _ PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCA770NS OF SAID UT7L I
SSMH 1, .SADDLE MANHOLE I � t o � _ _.......... _ - -� -�,
- o t._.. - -r PLAN THE UNVERIFIED PUBLIC INFORMATION AND
TAIL SEE SHEET C19 ? � .3 � ( `• • .,-..� ,.-�. Tt-= .. - T - , : •_:. :• _.
SHOWN ON THESE S ARE BASED UPON E F M
PER DE .reAcre
, �_ , _ � .. .. •. - - -< _ ... � •- .. - - < -- -.. l U CONTRACTOR SHALL
10+05.69 4.50 R
�a •. -.. ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CD T
. STA _ .
N - STRONG CTINGENGINEERS INC. TO RESOLVE ALL PROBLEMS PR/OR TO
!� 6 - - �... <... .. •... - � • ..� .. - ---I- - "OPEN SPACE CONSULT D.R. CONSUL 77 ,
RIM 49:9. 194 92.13 I �: <
,. I - : <�• .. PROCEEDING W/ TH CONSTRUCTION.
EX. 12 lE IN `9
(N),381.89
(> r I _
352-9 (S 381...3 9 70�' ., r. , T _ •: I _
EX. 12 /E OUT � 8
NO TES:
8 lE IN 38L?z�9 E 382.15
- - 140
(� _� - 1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON R.O.W. SHALL BE PER THE
z�38LF 8' PVC I r- - -
? ,--- - 37_o "' + \ CURRENT CITY OF REN7ON TRENCH RESTORATION AND STREET OVERLAY DETAIL PER
All[
4 „ -k
LF 8 PVC o _ - y
SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD
w I I I -mm, .�„w. ,�
H FET 3 OF AN Y
/ �A 1 CROSSINGS). IF THE OUTSIDE OF THE TRENCHING IS WIT IN THREE E (')
Call 2 Working Das Before You Dig
�
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
q -IML HrUMANI
1
1
C`1A1 - %l cc/"%r1/1A/ n T/lIA/A/C`LJ/® ') -Z A/ 0A Al '`C- 9 r IAI AA
I `V
_
t
-Z
..:
RACT,
lAc
SH
5
RED DRIVE
Y
6
397 90
FG 398.80
7o
FG 400.10
j
r-- -----
-
CSI
0)
Lo
:
i
iAGX
-
€
I t
i
.'"
10
7 100
C
37 +=
3& LF 8" PVC
` a�--- —
I-
I I
15+00
—
O PEII
PPAICE
.-_,.
9
0
it
_s
I
CD
.• -a
-
-
--..
S
-- ---
S A. 4.50
8' OUT 391.6
P
6v l 59.
�
Q
D
5' SANITARY -►
J
r
3
4
SEWER
f
g
EASEMENT10
S•.
FG 398.50 H.P. ELEV = 398.64
�
P
9,n
I
1,
_§ 8
H.P. STA = 14+37.50
- PVI STA = 14+00.00
FG 399.00
g . FG 399.75
V. N, r..
-PVI ELEV = J98.26
A.D. = 2.00A'
K = 38 _
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
UTILITY CROSSING NOTE:•
O UTILITY CROSSING, REFER TO C23 FOR DETAILS
VERTICAL DATUM:
NA VD 88 PER CITY OF REN TON VERTICAL CON7ROL
AS-BUIL T
"l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY D.R. STRONG AND MAY INCLUDE LOCA770NS,
ELEVA770NS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS,
ACCURA7FLY REFLECTS EXIS77NG FIELD COND/TIONS AS DE7FRMINED BY 1 CIN OF RENTON COMMENTS
ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.- 1/12/2018. p 2 CITY OF RENTON COMMENTS
D.R. STRONG 3 IRRIGKnON SERVICE
CONSUL TING ENGINEERS- UILTS
4 DRAFT AS B
l ENGINEERS PLANNERS SURVEYORS 5 AS -BUILT MYLARS
620 7TH AVENUE
K/RKLAND WA 98033
." 0 425.827.3063 F425.827.2423 No. REVISION
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NUMBER 1889, FOUND 'PK" NAIL 225 FEET± EAST OF THE
INTERSECTION OF NE, 107H STREET AND OLYMPIA AVE. NE. IN AERIAL PANEL, ELEVATION _ 427.93 FEET. BY; DATE;
Z CITY OF RENTON CONTROL POINT NUMBER 1843 FOUND CONCRETE MONUMENT WITH 1 8" BRASS PIN
DOWN 1.1' IN MONUMENT CASE AY THE INTERSECTION OF NE. 12TH ST. AND MONROE AVE. (TO THE BY: DATE:
NORTH), ELEVATION 425.15 FEET.
BY: DATE:
BASIS OF BEARINGS
W
N06'00'14"E BETWEEN CITY OF RENTON CONTROL POINT NUMBER 102 AND NUMBER 1843 BY: DATE:
Z
YLP 04.26.17 MAJ SURVEYED: - - SCALE: VERTICAL: NAVD 1988... - DATE: 2 .:
YLP ,IA , - SJS HORIZONTAL: NAD ,983,,99, I/.� Y : 'rr THE E P I N ES 1 2.23.16
. I Lr 05.15.1 7 M&I DESIGNED: AS NOTED - �� }�� C I T I 0 I RELDBOOK: L
YLP 01.03.15 M&I YLP PAGE:
DRAWN: _ .- - _ RENT
O N
YLP 105.10.18 SEWER PLAN AND PROFILE
05.10.18 MAJ MES DRAWING No:
ONE INCH - DATUM :.
YLP 06.25.18 MAJ CHECKED: L S i
AT FULL SGALE PLonn�ng/Bu�ld�ng�Public Works Dept. 850 & 870 MONROE AVENUE NE c�$
MAJ
- IF NOT -ONE INCH
DATE APPR R - APPROVED: _ _ SCALE ACCORDINGLY - .. - R E N TO N -' WASHINGTON 9 8 0 5 6 . SHEET: OF:
BY MAJ , 18 23
DRS.,PROJECT ROJECT NO. 16007
U)
LTJ
z_
Ld
J
Li
- -- MANHOLE FRAME AND COVER
6' SEE STD. PLAN 401
24"ADJUSTMENT RINGS (2" MIN.)
12" MAX. SEE NOTE 6
-f- I , .
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
6-1 �2" SHALL BE INCLUDED
7' IN.
.A,
CONCRETE RISER BY PIPE INC.,
P OR APPROVED EQUAL
12" (TYP) ; LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - 'E'
CONCRETE SHELF
1%
a'
PRECAST BASE SECTION
OR CAST IN SHELF.
•NOT TO SCALE
.A, ,B, ,O, ,D, ,E,
48" MH 48 6" MIN. 5"MIN 24" MIN. 21" I.D.
54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D.
60" MH 60" 1 8" MIN. 1 6" MIN. 42" MIN. 30" I.D.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE To BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR QJy" BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE,
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
0 o
PUBLIC WORKS
+ + STANDARD SANITARY MANHOLE BTO. PLAN -400.1
d DEPARTMENT
9 SEPTEMBER 2011
�----- EX. SEWER MAIN
PROPERTY UNE
_--SPOOL (LENGTH AS NEEDED)
8" SEWER SNBE _FUTURE _4'_SIDE SEWER
DC- -----_-_3
/ 2"x 4" STUD MARKING POST PAINTED
SEWER MAIN TEE X 8" TEE ( 8' CAP WHITE WITH THE WORD "SEWER" STENCILED
IN 3" NIGH BLACK LETTERS AND p8 WIRE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
COUPLING (TYP.)
8"XONG" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
I (EAST JORDAN IRON WORKS PRODUCT NO. 00387602 OR
APPROVED EQUAL, SPECIFY "SEWER' ON UD),
(SEE STD. PLAN 40.1 FOR INSTALLATION)
--- ' -
[� L -�-- - JM EAGLE THREADED CLEAN-OUT ADAPTER HUB
BEND AS PLUG (OR APPROVED EQUAL)
REQUIRED
EXISTING SANITARY _a
SEWER MAIN
FUTURE C SIDE SEWER
�8" SEWER STUB B"X8"XB' WYE FUTURE ON 4" REDUCER
SEWER MAIN SIZE X 8" TEE �
- - - 8rrrvrABi c �fiG±fi [il R�_�UR � aln SEW£R C N -.T16N¢ RO' EXIeTING-a�-,y�g ►LnLu.... A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC k 0900 PVC MAIN CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL):
D. DUCTILE IRON MAIN CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
3000 PSI MIXCONCR
BLOCKINGL5 �W1Xtr
� 5
8„ TIE HORIZONTAL
e" MW. MANNER ER 'SEWMAIN
CONCRETE AlOCKIN. ANGLE
OF TEE AT MAIN BETWEEN 25•.AND 45' TYPICAL SIDE SEWER
NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER STD. PLAN -406.1
PUBLIC WORKS Ar or
.,, ' DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) 1� LSA
..
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
BOLTHOLES - 3 PLCS
bnL EQUALLY SPACED 120'
APART ON 23 1/16' (586mm)
DIA B.C. (SEE DETAIL)
reerreoo
RENT4
SEWER
r.,oE rw COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
25' DIA,
1635mml 1r (3) BLT SOC. (ALLEN HEAD)
3/4, C25mm] 5/8'-11 X L5 SS
[19nm]r �RUBBER WASHER
8 3/4' L 2 1/2'
[222mm] [64nm]
TYP ILL
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2' DIA
[673mm]
25 1/4' DIA
I641mmI 1 1/16" 1/4'
1!41C6mm) DIA C6m
C27mm] [27mm]
NEOPRENE GASKET
1 [152nm] [3mm]
L - fi,
CR3
15 e']J 23 3/8[594 ]L OPEN GASKET GROOVE DETAIL
27 5/16' DIA
[694mml
34 1/8' DIA
1867mm3 NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL 6E LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER). SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER"),
STD. PLAN - 401
PUBLIC WORKS
-(S
+ MANHOLE FRAME AND COVER
DEPARTMENT
F DECEMBER 2008
RECESSED
Not to Scale
LIFT POCKET
a 3/4" LETTERING "SEWER" 2,_0„
FRAME
DIAMETER
ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
N
SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE
0
SEWER
LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED
(2) BOLT SOC. (ALLEN HEAD)
11�)
BY 7HE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
L= n
5/8" - 11 X 1.5 STAINLESS
STEEL
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
u
C a
REF PART �1009B1177
--•T-
1-3/18" 1
2.
THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON
0
8" CLASS "B"
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS
SAND
10-1/2*ASPHALT
DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY
OR
EXPANDABLE
WORK WITHIN PUBLIC RIGHT OF WAY.
FOAM
1/4"
D
J.
ALL LOCATIONS OF EXISTING U77LITIES SHOWN ARE APPROXIMATE AND /T SHALL BE THE CONTRACTORS
7
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
2-1/4" BOLT DETAIL
DISTURBANCE.
45' (1/8) BEND
4.
A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING
14"
12-3 4
/
NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A
REPRESENTA77VE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
-1O
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
1 t °
y\ti�
12-1/44
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. _
OJ
CAST IRON RING AND COVER
PIPE MATERIAL As SPECIFIED
BY THE ENGINEER
��- 45• (1/8) BEND
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
NOTES:
1. la^ AND 6" CLEAN-OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00359803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2`-0" SQUARE
RELATED PERMITS PRIOR TO ANY CONSTRUC77ON
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
r-
...... .
STD. PLAN - 403.1
PUBUC WORKS
n LL
8 OR 6 CLEANOUT
O
DEPARTMENT
FOR SANITARY SEWER MAIN
�
a
0
8.
SANITARY SEWER NOTES AND SPECIFICATIONS:
1.
ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
N
SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE
0
LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED
11�)
BY 7HE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
C)
2.
THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON
0
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS
DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY
WORK WITHIN PUBLIC RIGHT OF WAY.
D
J.
ALL LOCATIONS OF EXISTING U77LITIES SHOWN ARE APPROXIMATE AND /T SHALL BE THE CONTRACTORS
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE.
4.
A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING
NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A
REPRESENTA77VE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5.
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. _
6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
RELATED PERMITS PRIOR TO ANY CONSTRUC77ON
r-
7.
PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE
O
OVER ALL OTHER PLANS
0
8.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION lS IN
0
PROGRESS
9.
THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE
SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
A
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10.
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
D
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTV OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
J
95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER
ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL
OVER PIPE SHALL BE THE SAME AS DESCRIBED.
11.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY
THE CITY OF REN TON.
12.
DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VER77CAL DATUM 1988 METERS, AND FOR
HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE
APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND
ELEVATIONS ARE NOTED ON THE PLANS.
13. ALL DISTURBED AREAS SHALL 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.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
Grout adjusting rings inside, outside Manhole Frame and Cover PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST ED/TION OF THE WSDOT/APWA
and between. Grout under casting. per the Standard Detail. STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY 774E CITY OF RENTON IN THE
Locate as shown on plan: RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVEL/NG OF THE
a I cc ;.r; Minimum requirement TRENCH BOTTOM OR THE TOP OF THE FOUNDA77ON MATERIAL, AS WELL AS PLACEMENT AND
(D c c E E COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
y _ for adjustment shall be
E E " e THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE
" a N (2) - 4 rings.
00 PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
Eccentric cone.
Mortar
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR
• N 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
`• 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
1' section below cone FIN/SHED GRADE OR MUST HAVE M1N/MUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED
''' 5"48' is required. AREA, COVER MUST SLOPE IN ALL DIREC77ONS TO MATCH PAVING
c
E Copolymer Polypropylene {# ,-
0o Plastic Steps & Ladder.
U, per the Standard Detail.
.LD Locate as shown s
g on plan view below. Confined 0 -ring rubber
gasket joints and butyl
Provide grout at knock -out. .`' sealant strips (typ.)
Provide sand collar for PVC '
Pipe a
CL
M slope 3/8"/ft Tr
� f
Poured in place Class 4000
cement concrete base. ,� t :.r�' �.Lr. L y•c :'
Kor-n-Seal boot by Pea gravel bedding per
NPC, Inc:, or approve �ELEVATION the Specifications.
equal. Foundation gravel per the
. • N Specifications, if required.
Notes:
' . 1. Marker posts may be required in
Izoweasements.
:.. -3927-03
{ APPROVED FOR CONSTRUCTION
_ .. J'�
Manhole steps.
SUBJECT TO ERRORS AND OMISSIONS
Frame and cover.
PLAN
BY: DATE:
SADDLE MANHOLE
NOT To SOME
BY: DATE:
Iii
U)
_.
LLJ
TABLE
t
_ x
PIPE DIAMETER (IN)
lE
BOTTOM OF PIPE
TOP OF PIPE
CLEARANCE (FT)
.1
: STA
1
MA C TA
Uj
383.80
Q1
iTREE RETENTION
392.40
29+16.65
1
1
z
� I '
Wo G
I - .. T;EN '
I�
I
UTILITY CONFLICT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT BY POTHOLING THE U77LI77ES AND SURVEYING THE HORIZONTAL AND
VER77CAL LOCATION PRIOR TO CONS7RUCTION. 7HIS SHALL INCLUDE CALLING
U77LITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING U77L/TIES AT
LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT
CONFLICTS EXIST. LOCATIONS OF SAID U77LITIES AS SHOWN ON THESE PLANS ARE
BASED ON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG
CONSUL77NG ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING
WITH CONSTRUCTION.
I
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
NOTES.-
1.
OTES1. 8" WATER MAIN REQUIRES 3 FOOT MIN/MUM COVER.
2. EXISTING 10" WATER MAIN ESTIMATED AT 5' COVER DUE TO EXIST/NG U77LITY CROSSINGS, CONTRACTOR TO CONFIRM. BY: DATE:
A&BUILT
3. MIN/MUM 12" VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING OR INSTALLA170N OF ETHAFOAM PAD IS REQUIRED.
NO AS -BUIL T INFORMA TION ON THIS SHEET.DATE: w
BY:
N/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
z
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA110NS
Sill �U�j ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, DATE: �'
nc r ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS YIP 04.26.17 MAJ SURVEYED: SCALE: VERTICAL: NAvo isaa
Sis TH E PINES 12.23.16
ME OR UNDER MY DIRECT SUPERVISION ON 71/S DA TE. 111212018. " Mal AS NOTED HORIZONTAL: nwo �sas�issi Q� w
2 CITY OF RENTON COMMENTS YLP 05.15.17 �.�- CITY. Y O I
DESIGNED: - FIELDBOOK:
YLP
D.R. STRONG _
i ,-- 3 IRRIGATION SERVICE YLP 01.03.18 MAJ rJL
PAGE.
a CONSUL TING ENGINEERS DRAWN:
RENTON
4 DRAFT AS-BUILTS YLP 105.10.18 MAJ COMPOSITE UTILITY PLAN
MES .. -.. DRAWING N0:
.ONE INCH I
32,,, ENGINEERS PLANNERS SURVEYORS 5 AS -BUILT MYLARS YLP 06.25.18 MAJ CHECKED: . ��M
�T FULL gCgLE l Planning/Building/Public .Works Dept: 850 & 870 MONROE AVENUE NE c23
S ISTERE CS ",: ;' MAJ
� IF NOT ONE INCH .. - .. _ �:"
33 SCALE ACCORDINGLY /-� (� SHEET: OF:
820 7TH AVENUE, F 425 82 24 980 PPR APPROVED: I N V TO N .78 0 5 6
N0. REVISION BY DATE A RENTON, `NQSI"I 23 23
O 425 827 3063 F 425.827.2423 MAJ
DRS PROJECT NO. 16
007 .
UTILI TY CROSSING
TABLE
C#
UT
PIPE DIAMETER (IN)
lE
BOTTOM OF PIPE
TOP OF PIPE
CLEARANCE (FT)
FG
: STA
1
SD
12
383.80
383.75 `
392.40
29+16.65
SS
12
381.58
382.63
1.12
2
WA*
10
386.32
386.27
_ 392.04
29+16.80
SD
12 -
383.85
384.90
1.37'
3
WA*
10
386.00
385.95
391.68
10+16.70
SS
18
382.37
J83.92
2.03
4
SD
12
386.47 '
386.42
390.77
10+57.58
SS
8
383.07
383 79
2.63
5
SD
12
387.06
387.01
390.70
10+56.45
WA
8
385.03
385.75
1.26
6
SD
12
387.61
387.56
390.71
10+69.80
WA
6
385.50
:
386.05
1.51
7
SD
12
389.65
389.60
393.07
12+79.72
SS
8
386.68
38Z 40
2.20
8
SD
12
389.76
389.71
393.03
12+29.72
WA
8
387.36
388.08
1.63
9
SD
72
395.04
394.99
398.47
14+30.33
SS
8
390.74
391.46
3.53
10
SD
12
395.15
395.10
398.43
14+30.33
WA
8
392.76
393.48
1.62
NOTES.-
1.
OTES1. 8" WATER MAIN REQUIRES 3 FOOT MIN/MUM COVER.
2. EXISTING 10" WATER MAIN ESTIMATED AT 5' COVER DUE TO EXIST/NG U77LITY CROSSINGS, CONTRACTOR TO CONFIRM. BY: DATE:
A&BUILT
3. MIN/MUM 12" VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING OR INSTALLA170N OF ETHAFOAM PAD IS REQUIRED.
NO AS -BUIL T INFORMA TION ON THIS SHEET.DATE: w
BY:
N/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
z
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA110NS
Sill �U�j ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, DATE: �'
nc r ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS YIP 04.26.17 MAJ SURVEYED: SCALE: VERTICAL: NAvo isaa
Sis TH E PINES 12.23.16
ME OR UNDER MY DIRECT SUPERVISION ON 71/S DA TE. 111212018. " Mal AS NOTED HORIZONTAL: nwo �sas�issi Q� w
2 CITY OF RENTON COMMENTS YLP 05.15.17 �.�- CITY. Y O I
DESIGNED: - FIELDBOOK:
YLP
D.R. STRONG _
i ,-- 3 IRRIGATION SERVICE YLP 01.03.18 MAJ rJL
PAGE.
a CONSUL TING ENGINEERS DRAWN:
RENTON
4 DRAFT AS-BUILTS YLP 105.10.18 MAJ COMPOSITE UTILITY PLAN
MES .. -.. DRAWING N0:
.ONE INCH I
32,,, ENGINEERS PLANNERS SURVEYORS 5 AS -BUILT MYLARS YLP 06.25.18 MAJ CHECKED: . ��M
�T FULL gCgLE l Planning/Building/Public .Works Dept: 850 & 870 MONROE AVENUE NE c23
S ISTERE CS ",: ;' MAJ
� IF NOT ONE INCH .. - .. _ �:"
33 SCALE ACCORDINGLY /-� (� SHEET: OF:
820 7TH AVENUE, F 425 82 24 980 PPR APPROVED: I N V TO N .78 0 5 6
N0. REVISION BY DATE A RENTON, `NQSI"I 23 23
O 425 827 3063 F 425.827.2423 MAJ
DRS PROJECT NO. 16
007 .
SEWER STUBS
LOT
STATION
FG
IE ® MAIN
END IE
LENGTH
SLOPE
1
1+11 (AB)
49:2�:2& 391.54
3$4.9; 384.38
386-y 386.74
43 (AB)
&. 19& 5.49%
2
1+49 (AB)464-A
ge 392.18
385-15 385.15
48Ae 386.36
43 (AB)
0-390 2.86X
3
2+31 (AB)
39 4-� 394.15
486.84 386.76
359 8e 388.32
43 (AB)
1&. 95* 3.6318
4
0+33 (AB)
393-58 395 30
" 6.2 387.58
339Hre6 389.98
43 (AB)
§ Is 44 5.58X
5
0+94 (AB)
49A99 397.63
cfS& 8+ 388.77
a 391.61
43 (AB)
°l 6.60%
6
1+81 (AB)
398-88 398.42
398.58 390.49
t3igA m3ig 393.19
43 (AB)
6 IAM " 6.28X
7
:-i 4 0 2+31
406L A9 399.46
491.66 391.48
49 0. zq5 393.84
43 (AB)
3-9&* 5.49%
8
0+00 (AB)499.;zb
399.35
391.89 391.64
z394,:25 394.31
34 35
1&0 7.631
9
1+94 (AB)
399:-99 398.63
39&83 390.74
393.38 393 53
34 ' (AB)
7-,9S0 8.21X
10
1+38 (AB)
39838 398.14
389- 389.64
393:ee 392.86
34 (AB)
9.-63.3 9.47%
11
0+68 (AB)
39&89 395.80
t3;8& ty 388.26
39e. oe 390.35
34 (AB)
& lz' /* 6.15%
12
6-l- h5 0+18
39868 394.31
38 ;z 387.30
389-3e 389.40
34 (AB)
6.569 6.18%
13
1+8J (AB)
46L_4169 392.36
1,39&86 385.81
488 19 387.12
34 35
4,664J. 74%
14
1+31 (AB)
39Z?58 391.70
I 354:58 384.76
38?-ee 386.34
3+ 35
s. ow 4.51.9,'
0
0
0
N
w
Q
z
Li
- U/L T BY D.R. STRONG AND MA Y INCLUDE LOCA TIONS
R J ASB ,
- COMMENTS,
o tr ELEVA T10NS, DEPTHS, PIPE SIZES, AND AS -BUILT TDATE:
d
L ,�,• j SURVEYED, SCALE.
ACCURA7FLY REFLECTS EX/ST1NG FIELD COND/T10NS AS DETERMINED BY 1 CITY OF RENTON COMMENTS YLP 0+x.26.17 MAI VERTICAL: NAVD ,9a8
m sJs 9 T \� FrC 12.23.16
HORIZONTAL. NAD 1983/19 7 ,/ _ THE E IJ I (`I L V
ME OR UNDER MY DIRECT SUPERVIS/ON ON T1 -1/S DATE. 1/12/2018. 2 CITY OF RENTON COMMENTS YLP 05.15.17 MAJ AS NOTED tR
CITY
_ bi
DESIGNED. �/ II O� FIELDBOOK:D.R. STRDNGYLP 01.03.18 MAJYLP3 IRRIGATION SERVICE REI�TON
-DRAWN: -
CONSULTING ENGINEERS
_ - DRAWING N0: �'..
4 DRAFT As eulLTs " Yui 05.�0.�8 MAJ MEs SEWER EXTENSION PLAN
ONE INCH
TUM _
O PLANNERS SURVEYORS
,.. ,.., � _. ENGINEERS PLAN _
32 5 AS BUILT MYLARS I L.r OV.25.18 MAti CHECKED.Planning/Building/Public
.� _ ; ; AT FULLSCALe Works Dept. 850 & 870 MONROE AVENUE NE C17
e sT��ti �y y, r MAJ
,S IF NOT ONE INCH
I N L '.. ; ` 62O 7TH AVENUE, KIRKLAND, INA 98033. APPROVED: SCALE ACCORDINGLY _ SHEEP: OF: A BY DATE APPR WASHINGTON 98O 6
No. REvisloN REN TON, WASHING 0 5 17 23
O 425 827 3063 F425 82T.2423 MAJ
J
DRS PROJECT NO. 16007
mm -_-7. ....... ... . ayo. yv
f 8 /E ?our �. W-2 (W)M.60
91.60
I
6" IE IN 391.64 S
1 ,
F= SSMH 2
I
4 . __.
LE MANHOL 380
SSMH 1 SA E
_.,.
a....._... _.....__ „. _. _._ T
.. R ■
F N O
cfl 380 STA. '12+4.50 4.50 R i
�r
PER DETAIL SEE SHEET C19
RIM 383-4 393.39
STA. 10+05.69 4.50 R - _ GRAPHIC SCALE
E
8 /E IN 386.94.
RIM 49=1. 6.4 392.13 ;
I 0 10 20 40
EX. 12 /E IN 8 /E OUT •486-� (W)386.89
S 1.B
i
EX. 12 /E OUT
1 INCH = 20 FT.
» p ^
r
I �'l
N 8 IE IN 70 (E) 382.15 I I
\ , HORIZONTAL
0 2.5 5 10
o, M O N 'c o cp o 'o rn m �o rn m p.v� y•� co p cctpch O(D of <O � o
V�
O 111�11
I1Nf
u� N tp Op tl d1
l
06
rnM M Mf rn rn
ad 06 rn p0 0ap
C:5 w p 0 od1r,
1 INCH=
5 FT.
C' . rn rn rn rnM o� M rn rn rn rnos O
0-)
M M VERTICAL-
0
co
D 10+00 10+40 10+80
11 +20 11160 12100 12+40 12180 73+20
13+60 14+00 14+40 14+80 151 00
� 9+8
_ S-3927
APPROVED FOR CONSTRUCTION
m
SUBJECT
TO ERRORS AND OMISSIONS
Q
UTILITY
CROSSING NOTE.
0
LlTY
BENCHMARK
., f T OF THE
R 889 FOUND PK NAIL 225 FEET EAS
1. CITY OF RENTON CONTROL POINT NUMBS 1 ,
X
l REFER 3 FOR DETAILS
UTILITY CROSSING, TO C2 _
O ELEVATION 427.93 FEET.
INTERSECTION OF NE. 10TH STREET AND OLYMPIA AVE. NE. IN AERIAL PANEL, EL BY. DATE.
IN
POINT NUMBER 1843 FOUND CONCRETE MONUMENT WITH 1 8 BRASS P
� 2 CITY OF RENTON CONTROL �
VERTICAL DA TUM. AY THE INTERSECTION OF NE. 12TH ST. AND MONROE AVE. TO THE BY. DATE.
DOWN 1.1 /N MONUMENT CASE
Q
CONTROL =
NAl/D 88 PER CITY OF RENTON VERTICAL CO NORTH ELEVATION 425.15 FEET.
.� BY.
DATE.
3
o
l F BEAR/NGS.
BASS 0
W
0
AS -BUILT .
b
- N06 00 14 E BETWEEN CITY OF RENTON CONTROL POINT .NUMBER 102 AND NUMBER 1843 BY. DATE.
CERTIFY THAT THE
INFORMATION 'SHOWN HEREON WHICH WAS
z
27S-3906AS-BUILT BY D.R. STRONG AND MAY INCLUDE LOCATIONS,
o R A. ^^
r � � JO
O l U VAT/ONS DEPTHS PIPE SIZES AND AS -BUILT COMMENTS,
� F s ELE ,
fr d
...... DATE::..
w
� SURVEYED. SCALE. _
L
f
� Y
RM/HED B
� FIELD COND/T/0NS AS RETE COMMENTS YLP 04.26.17 MAJ ,sae
�, c�, ACCURATELY REFLECTS EX/S77NG 1 CITY OF RENTON M �'•,�+ VERTICAL: NAVO 12.23.16
O
HORIZONTAL. NAD 1983 1991 /
THE PINES
ATE. 111212018. AS NOTED �� T C W
ME OR UNDER MY DIRECT SUPERVISION ON THIS D2 CITY OF RENTON COMMENTS YLP 05.15.17 MAJ •� }-- CITY I � O I
DESIGNED. � FIELDBOOK:
D.R. STRONG
Y
IP
Q 3 IRRIATON SERVICE O1.03.1p
PAGE: 2 Working Days Before You DIry CONSUL TING ENGINEERS DRAWN RENTON SANITARY SEWER PLAN AND PROFILE DRAWING NO:4 DRAFTf7_ u�Ts YLP o5.,o.3 MAJ MES ONE INCH DATUM1 : ENGINEERS PLANNERS SURVEYORS 5 AS -BUILT MYLARS YLP 06.25.18 MACHECKED: AT FULL SCALE nn'ng/Bulidmg/Public Works Dept. 850 & 870 MONROE AVENUE NE C185232
Utilities Underground Location Center IF NOT ONE INCH
Pla
KIRKLAND, WA 98033 SCALE ACCORDINGLY SHEET:
OF:
a (IDMTNDORWA) 620 7THAVENUE, APPRovEa
w N0. REVISION BY DATE APPR RENTON, WASHINGTON 98056 18
23 O 425.82730..MAJ _
-
J -
DRS PROJECT NO. 16007
75. 00' - VC ,
L.P. ELEV 390.79 . L.P. ELEV 391.89
o
L.P. STA a 10+50.96 L. P. STA - 11+62.50 h
N
12+00.00
-� PV/ STA
Vl STA f 0+45.70 , o
W P T _ +
PM ELEV 392.26 I
M
� �
ao _
2 a 390.72 ,
PV/ ELEV , M
_ �
o
A.D. 2.00X I _
_ , : EX/ 71NG GRAD AT
A.O. 4.22 -
rn
M
UK
38 I
K 5 R.O.W. CENTERS INE
U
j r
J
-4' i t
mm -_-7. ....... ... . ayo. yv
f 8 /E ?our �. W-2 (W)M.60
91.60
I
6" IE IN 391.64 S
1 ,
F= SSMH 2
I
4 . __.
LE MANHOL 380
SSMH 1 SA E
_.,.
a....._... _.....__ „. _. _._ T
.. R ■
F N O
cfl 380 STA. '12+4.50 4.50 R i
�r
PER DETAIL SEE SHEET C19
RIM 383-4 393.39
STA. 10+05.69 4.50 R - _ GRAPHIC SCALE
E
8 /E IN 386.94.
RIM 49=1. 6.4 392.13 ;
I 0 10 20 40
EX. 12 /E IN 8 /E OUT •486-� (W)386.89
S 1.B
i
EX. 12 /E OUT
1 INCH = 20 FT.
» p ^
r
I �'l
N 8 IE IN 70 (E) 382.15 I I
\ , HORIZONTAL
0 2.5 5 10
o, M O N 'c o cp o 'o rn m �o rn m p.v� y•� co p cctpch O(D of <O � o
V�
O 111�11
I1Nf
u� N tp Op tl d1
l
06
rnM M Mf rn rn
ad 06 rn p0 0ap
C:5 w p 0 od1r,
1 INCH=
5 FT.
C' . rn rn rn rnM o� M rn rn rn rnos O
0-)
M M VERTICAL-
0
co
D 10+00 10+40 10+80
11 +20 11160 12100 12+40 12180 73+20
13+60 14+00 14+40 14+80 151 00
� 9+8
_ S-3927
APPROVED FOR CONSTRUCTION
m
SUBJECT
TO ERRORS AND OMISSIONS
Q
UTILITY
CROSSING NOTE.
0
LlTY
BENCHMARK
., f T OF THE
R 889 FOUND PK NAIL 225 FEET EAS
1. CITY OF RENTON CONTROL POINT NUMBS 1 ,
X
l REFER 3 FOR DETAILS
UTILITY CROSSING, TO C2 _
O ELEVATION 427.93 FEET.
INTERSECTION OF NE. 10TH STREET AND OLYMPIA AVE. NE. IN AERIAL PANEL, EL BY. DATE.
IN
POINT NUMBER 1843 FOUND CONCRETE MONUMENT WITH 1 8 BRASS P
� 2 CITY OF RENTON CONTROL �
VERTICAL DA TUM. AY THE INTERSECTION OF NE. 12TH ST. AND MONROE AVE. TO THE BY. DATE.
DOWN 1.1 /N MONUMENT CASE
Q
CONTROL =
NAl/D 88 PER CITY OF RENTON VERTICAL CO NORTH ELEVATION 425.15 FEET.
.� BY.
DATE.
3
o
l F BEAR/NGS.
BASS 0
W
0
AS -BUILT .
b
- N06 00 14 E BETWEEN CITY OF RENTON CONTROL POINT .NUMBER 102 AND NUMBER 1843 BY. DATE.
CERTIFY THAT THE
INFORMATION 'SHOWN HEREON WHICH WAS
z
27S-3906AS-BUILT BY D.R. STRONG AND MAY INCLUDE LOCATIONS,
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