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A PORTION d the N.E. 1 /4 of the N.E.1 /4, SECTION 5, TOWNSF1P 23 N., RANGE 5 E., W.M.
5 I I
I
NO°30'4 "E 60? .33'
93.91 ' V 90.42 -- -X� '
93.91 ' 50.00' 50.00' 50.00'
I:1943. 23, E:130616.551
STA. +12, 72' RT. (CAMAS)
ST 0 +68 (SEWER)
W SAN. SEWER MH 3 I I
I HALLOW MAN HOLE TYPE B 6 I I I
(STD. DET. #BR37, SHT 37) MIN. FFE: 3 .0 1
RIM= 365.5 304-91n
I.E.= 300.14 (8 ", W) Soo. cps
MIN. 307. o I (RIM TO BE MIN. 6" ABOVE 312
MIN. FFE: 313. (n FINISHED GRADE. SEE SAN.
� 1 SEWER STD. NOTE #17) I 1 T- - - - - - - - - - I
20 RIVATE EASE OR SIDE WER CLEAN OUT I -IE: 300.35
10'x 10' PUBLIC 10-, �j I � I I I
A ESS & UTILIT S ASP HA STA 0 +64 v
®1 PAST MAIN (PER SEWER ESMT. I
PRIVATE AD STD DET. BW18b "STUB MIN. FFE: 305.0 1 HOUSE
SF ! r
# ) STA 0 +62 1 300.11 � � HOUSE
11 309.0 ��, �� �� E: 3 .10 FOOTPRINT 3�8 I (A SUMED) I MI `FFE: 306.0
ST 0 +59
20 20' 80.86' 3' IE: 303.00 \ �z _ 6n 300.09 I I I AA j I O
\ STA 0 +54 IE: 3Ix- MlN. FFE: 305.0 I - - -� NEW 3/ WATER 309.0 0. 85.81' /4 6" 3 0606 6' PVC SIDE SEW METER 2 NEW 1" WATER METERS � O \ ® 2% MIN. (TYP) E: 301.67 1 � D (LOTS #8 & 1 ", - :j ° : IE: 30�. 2 CROSSING IE: - - - - -- MIN. FFE: 305.5 1 SEWER: 300.02
IDE_SE R \ ® STORM: 301.46 STA 1 +97
o 7. MIN. (TYP) O�� 20• 6" STUB
�. F E: 13 a S +24 IE: 3 12.32
0
4 TYP 50.00'
1'
I (LWATE #8& SERVICE g LINE 00 � � 6" STUB 3 50 0 - 50.00' - 3/4" _
IE: 299.92
m 7 `. 3/4"
IE: 301
2.55' 3 36" STORM N ID ALK o 15'
/ NO' '47 "E 3/4' WATER SERVICE LINE E LX F P
VC e95i ,
(TYPICAL) l
/ N: 9431.313, E:130579.281 0 EDGE-EX. P-
I A. 4 +11.35, 5' RT. (CAMAS) 4+ 0 ROW
I 1
\I ~ I
LW I !
I EX I"-
I® ( V) I I
I �
I J I I
�t
N
IU
X X W
00' 124.77' Z lqj
EXIST. CONCRETE DRIVE
I
S i
I T 12I 30' 1 30'
I I I i
II I I EXISTING WATER I d
II I I METER TO REMAIN
I FOR SERVICE TO to s l +
w I II L I LOT 1 4 I N l o!
II - - - -� I-- -I W ¢ 3I ;U �, I
0. EXISTING HOUSE I W In En m
MIN. FFE: 307.0 I o z l 1 Z
2308 NE 24th ST. I Op I c -a
1^ I I (TO REMAIN)
N I 1 1 I I N, I Ld W
1 I LOT 1 EXISTING SIDE SEWER O 1� N
dh '% I (TO NE 24 ST) TO REMAIN I I I I'
I z 3 1
Iz
L- - -- GAS
I I IN
IE: 30305
0' DRIVE4VA
1 (TYP) F
6"
IE_
16'
__ !_i I - - - EXIST. 8 "D.I.I ./ 'TERMAIN 0 _ 00 38_L PVMT. 2+ 0 1
WER MH STA O+A00 (SEWER) _ w -E (W3092) - -- - - - - - - - -
SHALLOW MAN H -TYPE B \� F W L w o M E 12_ TO CAMAS VE. N E. 1
I (STD. DET. 37, SHT. 6) 7? - - - -
RIM= 304. .51 S - - - - --
I.E.= 300.X (NEW 8 ", S) °00.23 ' X 12 EX. 5' SI EW K - - - �- - - - - --
I I.E.= 299.Jk (NEW 8 ", E) 244.39 \�� ���� �/ ST. LT. STA 0 +9
STA 1 +07
I.E.= 299.C6 (EXIST. 8 ", W) 2,91l 19 \ \ _ i 6" STUB 6" STUB N:19642.473, E: 130547.561
- -�'� SEWER: 300.50 IE: 301.04 IE: 301.17
EXIST. 8" CAP STORM: 299.00 I I STA. 2 +00, 5' RT. (CAMAS) I
IE: 299.E - 3/14" WATER SERVICE LINE STA. 2 +11.35 (SEWER)
ZAP 15' PUBLIC DRAINAGE EASEME IT (TYPICAL) ISAWCUT & PATCH I NEW SAN. SEWER MH 2 I
I (SEE NOTE BELOW) (STD. DET. #BR28, SHT. 6)
SAWC & PATCH I(TYP) RIM= 310.', ,5Q'
N: 19430.963, E: 130521.011 EX FH I I.E. = 302- (8 ", N)
STA 5 +05 (SEE OTE BELOW) 5> I N :193 -59.37 �o5_gl
SHALLOW MAN HOLE- TYPE (�) 1 @ 1591 %1SLOPEI2" CPEP I e: 130518,74 I pLA
(SEE C.O.R. DETAIL NO. BR37/) EX' I I I TL
DRAIN
RIM - 3@�3- 30 33 I I
I.E. =299. (8" PVC, W) 296•`i i VAULT I I I I Its
I.E. = 299.34: (8" PVC, E , Olt I
(J Y
2' -0"
JA
3/4" SQUARES SPACED - 3/4" CONCRETE
AS INDICATED - HT. 1/8" NOTE:
CLASS 3000
❑ ;m' ALL TRENCH RESTORATION SHALL BE PER CURRENT
❑ ❑ o ❑ ❑ F1 /2" CITY OF RENTON TRENCH RESTORATION AND
o ❑ o 4_3/4 STREET OVERLAY REQUIREMENTS.
12 "0
RAISE -1/2" FIBER JOINT NOTE'
WIDE BORDER PACKING FILL AND COMPACT THE ROADWAY PRIZM TO
1„ FINISH GRADE PRIOR TO TRENCH EXCAVATION
45• (1/8)
z
O 8"
T
> 15'
Ld
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. NO TO SCALE
6' CLFANOUT DETAIL NO BW18B
z W7o.'1_��_r0
v •
AND INSTALLATION OF THE SANITARY SEWER MAIN.
NOTE:
WATER METER BOXES SHALL NOT BE INSTALLED
WITHIN THE DRIVEWAY APPROACHES.
- IN SAME MANNER LAS !1`�5 of ,
WA&I '
MAIN SEWER JOINTS.
GRAPHIC SCALE
20 0 10 20 40 80 '0
734
( IN FEET) L Ems` Acl(5y
1 inch = 20 ft. EXPIRES: 371 T2 006
N0. REVISION
7 \ \ EXIIST. RETAINING WALL \ 7 W EX. SSMH
50_00' _ _ _ _ _ _10748" _ _ __ _ - - - _ - y� -I (53092)
N: 19013.963
S E SEWER /4" E: 130556.67
NEW 5' SID- ALK - I --
3
12" STORM - - - - - SS MH
GE EX. P - -
_ _ _ 8.35•
_ _ -T- N89'07'08"1
1+00
- I I EXIST. 8 "D.I_WATERMAN 0 TA 0 +00
(W3092) - - - - - - -E - 4 I I (CAMAS)
= 10 +00
EX 5' SIDEWALK= �\ I (NE 24
_- EX.. ST. LT. --
ST)
SAWCUT & PATCH
(SEE NOTE BELOW)
(TYP)
I If I I I
EX. FH
N: 19055.14 I I II I 1
E: 130513.04
I I II I II
I I I I II
I I I II
I
I I II
I
NOTE:
1. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED
FOR LOTS 8 AND 9 WITHIN THIS PLAT.
2. THE DEVELOPER MUST VERIFY THE MINIMUM SIZE OF
THE DOMESTIC WATER METER TO EACH LOT WITH A FIRE
SPRINKLER DESIGNER PRIOR TO THE INSTALLATION OF THE
WATER SERVICE STUB AND METER.
A SEPARATE FIRE SPRINKLER PLAN MUST BE SUBMITTED
TO RENTON FIRE DEPARTMENT FOP 9EVIEW AND PERMIT
PRIOR TO THE INSTALLATION OF THE SPRINKLER SYSTEM.
A BACKFLOW PREVENTION DEVICE DOUBLE CHECK VALVE
ASSEMBLY IS REQUIRED FOR EACH BUILDING.
As- 5L)IL -T
AS- BUILT PER FIet_D Sup -N! I
Q� CEt�I`fERP01t�1� SURV�I►�iG1
pyuGt�SC' z�o4 i
ENGINEER:
.JAEGER ENGINEERING
9419 South 204th Place
Kent, WA. 98031
Phone No. (253) 850 -0934
BY APPR. DATE Fax No. (253) 850 -0155
RECOMMENDED FOR APPROVAL
BY: �2e �~_ DATE: / o
BY: DATE:
BY: ' DATE:
BY: DATE:
CZTY OF R�NTON
DEPARTMENT OF PUBLI- WORKS
SAN SEWER & WATER SERVICES PLAN
DEMPS PLA T
DESIGNED: JJJ DATE: 3/6/04 FILE NAME: DEMPS -4
DRAWN: JJJ
CHECKED: SCALE: I" - 20' naD BOM PAGE
APPROVED: SHEET: 4 oF: 7_
nacera or watt vows _
r2 Iv
6"
IE_
16'
__ !_i I - - - EXIST. 8 "D.I.I ./ 'TERMAIN 0 _ 00 38_L PVMT. 2+ 0 1
WER MH STA O+A00 (SEWER) _ w -E (W3092) - -- - - - - - - - -
SHALLOW MAN H -TYPE B \� F W L w o M E 12_ TO CAMAS VE. N E. 1
I (STD. DET. 37, SHT. 6) 7? - - - -
RIM= 304. .51 S - - - - --
I.E.= 300.X (NEW 8 ", S) °00.23 ' X 12 EX. 5' SI EW K - - - �- - - - - --
I I.E.= 299.Jk (NEW 8 ", E) 244.39 \�� ���� �/ ST. LT. STA 0 +9
STA 1 +07
I.E.= 299.C6 (EXIST. 8 ", W) 2,91l 19 \ \ _ i 6" STUB 6" STUB N:19642.473, E: 130547.561
- -�'� SEWER: 300.50 IE: 301.04 IE: 301.17
EXIST. 8" CAP STORM: 299.00 I I STA. 2 +00, 5' RT. (CAMAS) I
IE: 299.E - 3/14" WATER SERVICE LINE STA. 2 +11.35 (SEWER)
ZAP 15' PUBLIC DRAINAGE EASEME IT (TYPICAL) ISAWCUT & PATCH I NEW SAN. SEWER MH 2 I
I (SEE NOTE BELOW) (STD. DET. #BR28, SHT. 6)
SAWC & PATCH I(TYP) RIM= 310.', ,5Q'
N: 19430.963, E: 130521.011 EX FH I I.E. = 302- (8 ", N)
STA 5 +05 (SEE OTE BELOW) 5> I N :193 -59.37 �o5_gl
SHALLOW MAN HOLE- TYPE (�) 1 @ 1591 %1SLOPEI2" CPEP I e: 130518,74 I pLA
(SEE C.O.R. DETAIL NO. BR37/) EX' I I I TL
DRAIN
RIM - 3@�3- 30 33 I I
I.E. =299. (8" PVC, W) 296•`i i VAULT I I I I Its
I.E. = 299.34: (8" PVC, E , Olt I
(J Y
2' -0"
JA
3/4" SQUARES SPACED - 3/4" CONCRETE
AS INDICATED - HT. 1/8" NOTE:
CLASS 3000
❑ ;m' ALL TRENCH RESTORATION SHALL BE PER CURRENT
❑ ❑ o ❑ ❑ F1 /2" CITY OF RENTON TRENCH RESTORATION AND
o ❑ o 4_3/4 STREET OVERLAY REQUIREMENTS.
12 "0
RAISE -1/2" FIBER JOINT NOTE'
WIDE BORDER PACKING FILL AND COMPACT THE ROADWAY PRIZM TO
1„ FINISH GRADE PRIOR TO TRENCH EXCAVATION
45• (1/8)
z
O 8"
T
> 15'
Ld
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. NO TO SCALE
6' CLFANOUT DETAIL NO BW18B
z W7o.'1_��_r0
v •
AND INSTALLATION OF THE SANITARY SEWER MAIN.
NOTE:
WATER METER BOXES SHALL NOT BE INSTALLED
WITHIN THE DRIVEWAY APPROACHES.
- IN SAME MANNER LAS !1`�5 of ,
WA&I '
MAIN SEWER JOINTS.
GRAPHIC SCALE
20 0 10 20 40 80 '0
734
( IN FEET) L Ems` Acl(5y
1 inch = 20 ft. EXPIRES: 371 T2 006
N0. REVISION
7 \ \ EXIIST. RETAINING WALL \ 7 W EX. SSMH
50_00' _ _ _ _ _ _10748" _ _ __ _ - - - _ - y� -I (53092)
N: 19013.963
S E SEWER /4" E: 130556.67
NEW 5' SID- ALK - I --
3
12" STORM - - - - - SS MH
GE EX. P - -
_ _ _ 8.35•
_ _ -T- N89'07'08"1
1+00
- I I EXIST. 8 "D.I_WATERMAN 0 TA 0 +00
(W3092) - - - - - - -E - 4 I I (CAMAS)
= 10 +00
EX 5' SIDEWALK= �\ I (NE 24
_- EX.. ST. LT. --
ST)
SAWCUT & PATCH
(SEE NOTE BELOW)
(TYP)
I If I I I
EX. FH
N: 19055.14 I I II I 1
E: 130513.04
I I II I II
I I I I II
I I I II
I
I I II
I
NOTE:
1. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED
FOR LOTS 8 AND 9 WITHIN THIS PLAT.
2. THE DEVELOPER MUST VERIFY THE MINIMUM SIZE OF
THE DOMESTIC WATER METER TO EACH LOT WITH A FIRE
SPRINKLER DESIGNER PRIOR TO THE INSTALLATION OF THE
WATER SERVICE STUB AND METER.
A SEPARATE FIRE SPRINKLER PLAN MUST BE SUBMITTED
TO RENTON FIRE DEPARTMENT FOP 9EVIEW AND PERMIT
PRIOR TO THE INSTALLATION OF THE SPRINKLER SYSTEM.
A BACKFLOW PREVENTION DEVICE DOUBLE CHECK VALVE
ASSEMBLY IS REQUIRED FOR EACH BUILDING.
As- 5L)IL -T
AS- BUILT PER FIet_D Sup -N! I
Q� CEt�I`fERP01t�1� SURV�I►�iG1
pyuGt�SC' z�o4 i
ENGINEER:
.JAEGER ENGINEERING
9419 South 204th Place
Kent, WA. 98031
Phone No. (253) 850 -0934
BY APPR. DATE Fax No. (253) 850 -0155
RECOMMENDED FOR APPROVAL
BY: �2e �~_ DATE: / o
BY: DATE:
BY: ' DATE:
BY: DATE:
CZTY OF R�NTON
DEPARTMENT OF PUBLI- WORKS
SAN SEWER & WATER SERVICES PLAN
DEMPS PLA T
DESIGNED: JJJ DATE: 3/6/04 FILE NAME: DEMPS -4
DRAWN: JJJ
CHECKED: SCALE: I" - 20' naD BOM PAGE
APPROVED: SHEET: 4 oF: 7_
nacera or watt vows _
r2 Iv