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SECTION 10, T WN 2.3 N, R 5 E. W.M. PROPERTY LAW,- T1 -
-� STA. 6 +82.7, , . B L.
4a C T s +779 7410 /MV. EL 401O STA. '6 804 4.'C.
O . cam. ,•�__ .lo»n _, W I INV. V 444.0,1
INV. ELV 4385 2$, ELO C 219 ��
444 (I i8.3'Iq, rvc, ®�a4 i59 -I
i
CHECKED FOR COMPLIANCE TO C /TY STANDARDS i '
h
i FF 442 a� I II FF. 448+ i FF. 454 ; / STA. 6 +76.0, 9.0'R.
INV. ELV. 444.0
.- 2.d.Yti
/'Z- /17A 0 ^ II MH 5 '•, i I: �' 79. 1' 6 "PVC 032.729
�i�d�liL � rFf�Ih6X'� i �� 1 L. 449 20
Z GRAPHIC SCALE 17A.1
I ��I /Et; -438.00 ��ca
s A. s +as.s, ss.a�. \, t
c[ so 0 6o sc INV. ELV. 39.0 ! FF. 44 SSMH 4 FF. 454
X223% ST #
'r M EL. 451.20
a - - - STA. 6 +4�, lj 98.4'2. i f ���'�� IdRI•Fj � 'O,PVC 5 i
` A Few) INV. ELV. 439.46 1 INV EL. 437.75
W 1 inch = 40 rc 934' 6'P ' ®2.00%
J
w
/� 11J A /' / I 6+6- STA. 6 +51.9, 237'R.
V F 2 1 j INV. ELV. 447.0
Q
NO TES. ° \ FF. 45a5sJ ( I 32.1' 6 PVC ®25.769
I;
CONTRACTOR IS RESPONSIBLE FOR THE DISCOVERY OF EXISTING �� / / -- 1 _ r I ! STA. 6 +24.0, 28. l'R.
Q a / - INV. ELV. 446.0
UTILITIES AND FOR LOCATING THEM. 331' 6 "PVC 022.459
Q ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON SHALL s' ' ,� � ;
STA. s +�5 s 33 0 I'� i
(� BE ;.I r - INV av 439,0`x' 1 F a52 I I 1 STA. 5 +58.1, 29.4R.
PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND % 2B.a' s "PVC �1.s5%
INV. ELV. a4s.o
STREET OVERLAY REQUIREMENTS,' SEE C.O.R. STD. PLANS H032A & W �I ` I / t -- - -_ ________ 34.4' 6 1 VC ®24.04%
H032. 1 I 1 J P
FF. 446
� I I
a� i Ir
L�Lj ' °d STA. A-V 26.4L:. FF.v452
°o N 442.0 I
h Q 'S 21. PVC 669 �y 1 STA. 5 +77.4, 29.8R.
vi N � �_�
INV. EL V. 446.0
t n "'T -- 34.8' 6 PVC 025.24%
3
2 o f 442
a k ° 5- S A\ 4 +6 27.48. 1 I STA. 4 +56.6, 28:81R.
W "1 X92 IiV.V' ELV.. 20 1 +1 . ! FF. 452 `� INV. ELV. 446.0
w STA. 4 +47.8, 164.32. / \m k
INV. ELV. 439.25 224' 6 P 024. 99 f 11 338' 6 "PVC ®28.289
h 200' 6 PVC 02019 l - -
M /N. 1 CLEANOUT EVERY 100LF. I Zly 'ab 1111 N 4 ` 1 jl 448
m STA. 4 +26.4, 30.O'R.
a `,rTGF I. NV. ELV. 444.0
B _ I 1 35.0' 6 °PVC 022699
a I STA. 3 ,926. 28
JI m7 -.�LV. 440. '�� \ ! I >_� -4. 448
NE 127N ST. ( , 0' 6 PVft ®79.09 Q
INTERSECTION OF NE 12th ST o RA C 71 - -�`` �• ' = I STA. 3 +56.4, 28.2R.
& UNION AVE NE INV. ELV. 444.0
NW CDR SEC 10 -L3 -5 i III -- 33.6' 6 "PVC ®26.289
CITY OF RENTON MON #159
FOUND 1 112" BRASS DISK FF. 448
W PUNCH IN CONCRETE IN
CASE (10/97% N 786373.1000 / / / o �--- ---� ^' '
o �� p S 3+ .55, 41/71.
E 1671236.8500 + lJ. j �� 3 �' J RIM EL. 45.231, /
IN V EL. 435.09
7 / ' I EwsnN� I ' I �; STA. 3 +07.8, 28.6 R.
< CITY OF RENTON MON #806 'r / / i / INV. ELV. 444.0
} FOUND 2" BRASS DISC W/ X° I ( wErzaNO i FF. 448 33.6' 6 "PVC ®27.829
ON A 4" X 4" CONC. MONCASE AT l 7
o j NE 10th STREET & UNION AVE NE
y zll �LL I (01/Ol�
INV. EL 44.04. R
& N 185060.8803 1 ; ,, R �I I 39.' 6' 02 119
U E 7671246.4073 � ' I 7 � I I � I^ "_-.- -"' --
FF. 4467 STA. 2 +07.2, 29.2R.
Z_ INV. ELV. 442.0
34.2' 6 "PVC ®24.439
tl SSMH 2
' � -i - mil- ,c � #
q
STA 1 +90.26, 5.851.
I RlM EL. 44371
a \ INV EL. 433.47
e N 40' 40'e I SyA, 1 49 .5, ' .9'L. ` 446, \ \ I
IN ELV. 4 4.0 S 1 +47 0, 9.!
8 / °h INV. ELV. 442.0 \�-
-
0 0
- 1 ". ' a4 17 +00 20 +0 ' A
most \ v 1� , \� - -� - - - - - - -+ - - 0 -I
8 0 �� 22 +00 23 +00 24 +0
o _ _ _ o W EX CYCLONE FENCE /-
om W > �Z `1 TO BE R MOV
N� - N NE 10th ST. SE 11 �-
p
6th STREET)
o n INTERSECTION OF NE 8th ST "' o
z e & UNION ASE NE iG tG p x Ss MH f0 FT. WIDTH CONSTRUCT /ON
2m W 1/4 COR SEC 10 -23 -5 �I `\ 2 n INV EL = 4'26.31' - 8- E&W EASEMENT EX SS MH
CITY OF RENTON MON #1848 X H
FOUND 1 112" BRASS DISK RIM EL = 432.83' CONTRACTOR TO FIELD VERIFY RIM EL = 453.30'
INV EL = 415.68' - 8" E &W N 185007.37 INV EL = 436.60' - 6" E &W UAN
W /PUNCH IN CONCRETE IN , 9 d
CASE (10/97% N 185016.9915 £ 1673220.90 CONTRACTOR TO FIELD VERIFY o wasy�
£ 1672889.4176 =STA 18 +77.08, 1.46 R. SSMH #1, NEW 48 "0 N 184999.92 ycr P
N 183748.6606 0
E 1671255.9645 STA: 15 +45.46 "CUT-IN" CONSTRUCTION E 1673536.51 y z
NE 10TH ST. STA 20+49.96, 0.76R. y 14
OFFSET 0.58 R I � =STA. 21 +92.77,, 0.59R. �
42.00' 42. d0' j (= DUVALL PL. STA 1 +00, 5'L.) 34 77
INTERSECTION OF SE 118th ST RIM EL. 442.81rsse 1
& 138th AVE NE INV EL. 431.96 S70xnc
FOUND CONC MON IN CASE CONTRACTOR TO FIELD VERIFY EXIS77NG INVERT ELV.
(10197) N 1843737320 NOTE THAT THE EXIS77NO CYCLONE FENCE MUST BE Exau es /12/02
E 1673214.0640 REMOVED
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SECTION 10, TWN 23 N, R 5 E. W. M.
P N STA = 4 +50
PV/ ELEV = 446.30
A.D. = 1.32
K = 75.56
100.00' VC
lz
o `$
460.-
v y u
� � W
SSMH12 48 "0 e m m
SSMH 1 48'0 STA 1 +90.26, 5.851. -
-
STA 1 +00.0, 5'�. -- --
RIM EL. 442.81
INV. EL. 431.96: 1 -
INV. EL. 435.00{, 312LF
czi
Iv -
i
00.87%
SS 5 j48 °m
�TATA -�6 +60.'11, -��3t. --'
RlM EL 1449.20
INV. EL. 1438.00
48LF 8 "PVC 00.5%
ISSMH ,f4 48 -j
STA 6 +60.11 5'L
RJM EL. 451.20
Ltuu Jt UU 4tUU u b +UU / +UU
D U VA L L PL NE. SCALE.-
HORIZONTAL 1"'— 40'
VERTICAL 1"— 10'
CAST IRON RING AND COVER
NOTE:
IN UNIMPROVED AREAS POUR 1' -0" THICK
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36
10/17/
DATE
12 "0
FIBER
PACKII
45' (1/8)
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
a
w —to -i' -jo
CONCRETE
CLASS 3000
3/d„
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
6 INCH OR 8 INCH CLEAN —OUT
e ADOPTED
CITY OF RENTON
4
STANDARD PLANS
•(. LST DATE: 12/96
ocv JP DWG. NAME: BW18B SP PAGE: B076
BY PR'D
3/4" SQUARES SPACED — 3/4"
AS INDICATED — HT. 1/8"
�❑ El ❑
S'
❑ ❑ ❑❑❑
' 1/2„
❑ El ❑
❑ ❑ ❑
}
RAISE -1 /2"
WIDE BORDER
—I 1'
CAST IRON RING AND COVER
NOTE:
IN UNIMPROVED AREAS POUR 1' -0" THICK
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36
10/17/
DATE
12 "0
FIBER
PACKII
45' (1/8)
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
a
w —to -i' -jo
CONCRETE
CLASS 3000
3/d„
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
6 INCH OR 8 INCH CLEAN —OUT
e ADOPTED
CITY OF RENTON
4
STANDARD PLANS
•(. LST DATE: 12/96
ocv JP DWG. NAME: BW18B SP PAGE: B076
BY PR'D
MORTAR
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS — 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE — 21" I.D.
LADDER —STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
6 " MIN. • .' . •N.' .)•
} i :►' ....:
-� 6 "• MIN. (TYP)
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC— CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR —N —SEAL BOOTS OR APPROVED EQUAL.
S-295002
9_ VAN !I
� WASy /��'
ci
34 7 p
I
S10NAL
EMRM 7/12/02
CHECKED FOR COMPLIANCE TO CITY STANDARDS
Li, �, I
S'
:F R
ll� 1 51-1114 61"
MORTAR
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS — 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE — 21" I.D.
LADDER —STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
6 " MIN. • .' . •N.' .)•
} i :►' ....:
-� 6 "• MIN. (TYP)
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC— CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR —N —SEAL BOOTS OR APPROVED EQUAL.
S-295002
9_ VAN !I
� WASy /��'
ci
34 7 p
I
S10NAL
EMRM 7/12/02
CHECKED FOR COMPLIANCE TO CITY STANDARDS