HomeMy WebLinkAboutS-332901F- SE 1149 SEC. 1% Imp. 23m.0 G� 5E,� W.M, K�HG CoUfffyMASH0HGVOH
ch S 1 7 T H S T
a — - _ _ _ _ _ y CONSTRUCTION NOTES.
CL y. �, O ASPHALT PAVEMENT PER DETAIL 1/3.1
J O ASPHALT WEDGE CURB PER DETAIL 2/3.2
CONNECT 2" SS PRESSURE LINE TO 6" GRAVITY AT CAP END OF CLEANOUT CAP TO BE
/ 6yosi•. w. m, 3 THREADED FOR 2' EXTENSION
S,
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O
90,57' .'u.
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I - Go iV - I -iT � RIVATE
WET TAP EXISTING 16 CI I, UBLIC R/W
CONNECTION
WATERMAN FSEE SHEET NOTE 1 �.:� / - - -� "H ED
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SEE C.O.R. STD. PLAN B -115 :'� 5 ;Rc -� h i�' r 3443 '.: ".� 5895459. Eti8b 5'+9 W
1- 16'x6" TAPPING TEE (MJxFL)
W/ THRUST BLOCKING 65 03
LOT fx
SHEET NOTES.
1. COORDINATE REMOVAL OF EXISTING FIRE HYDRANT AND NEW TAP FOR REPLACEMENT FIRE
HYDRANT WITH CITY PUBLIC WORKS DEPARTMENT.
. EXISTING FIRE HYDRANT TO BE REMOVED BY CITY FORCES AT DEVELOPER /CONTRACTOR
COST. WORK INCLUDES REMOVAL OF MAIN LINE, TEE AND VALVE REPLACEMENT WITH 4' DI
SPOOL AND SLEEVES
FINISH GRADE AT
PAVEMENT EDGE
ASPHALT CLASS B
CRUSHED AGGREGATE
BASE COURSE
SUBGRADE
1 -6' GATE VALVE (FLxMJ) FIRE HYDRANT ASSEMBLY,' ASPHALT PAVEMENT ��
PER C.O.R. STD. PLAN 8,630 S.F. i \ No t�1 ! •1 1
B -102 (REPLACE EXISTING I � __ / I I„ ft 91 30 LF DISPERSION \ w' '. N.T.S. i
°'SAT SAME LOCATION) SEE / TRENCH PER DET 4/3.1 �',
CONNECT NEW 6" SS TO / �. ! _ \° m
v ;,C.O.R. TD, PLAN B 106 �� /� r ! t I i LOT S.F. i� I O
EXISTING D. W PER RESIDENTIAL SANITARY SEWER ` 4 7 C
C.O.R. STD. DWG. 8078— ` � / (13, 3 4 WATER SERVICE PER - CB TYPE 1
n - i RIM 137.00 .�_ ��`
Q ! IE 134.00 4 ! GRINDERS PUMP STATION £' ° ,5 RIM 27 00; .111
CB TYPE 1 �, 2 ;t > ( i c r,'. $?�L' t0u.i c -)8. IE 12550
6.604 _Ot ` t(
� ' - -
CALL BEFORE YOU LM
1- 800 - 424 -5555
FOR FIELD LOCATION OF UNDERGROUND UTILITIES
................-
I
26
150 ........... .... ... 20' ............. .
2 .
. ........... ............................... j
j
DATUM ELEV 1
140.00
— a
a a
0 +00 TYPICAL DRIVEWAY SECTION �
SCALE: HOR. 1 " =5'
II6—
100 LF 8" SD 0 0.062ft ft N ® I )I
-
-�
- _.:..... IE 125. , t
N
N 888 52:11
29'25'
33 SD C.077 ` w
1 7 T H 1 P L A C E ( V A C A T E D) `
1I
GRAPHIC SCALE
zo o ,o w a ro
c >N FEET )
1 inch = 20 ft.
t' -0' 6' 1' -0" FLOW TO SECOND DISPERSAL
MIN MIN END CAP OR PLUG TRENCH IF NECESSARY
NOTCHED GRADE VOARD CLEAN OUT WYE FROM PIPE
2 "x2" NOTCHES 18" O.C. 6' PERFORATED PIPE LAID FLAT /LEVEL TYPE 1 CB W/ SOLID
TYPE 1 CB W/ SOLID COVER (LOCKING) COVER
CLEAN OUT WYE FROM
PIPE
FLOW TO OTHER BRANCHING
PLAN CB'S AS NECESSARY
GALVANIZED
BOLTS 18" D.C.
2'x12' PRESSURED 1' n- 6" t' -D m °x
TREATED GRADE BOARD IN MIN ,;,, __I r_
2'
v BOARD NOTCfi�.S 2"
tiw� r I
2' -0" 1' -0"
WEDGE FINISH
MONOLITHIC GRADE
W /SURFACING BEHIND
3' ASPHALT CLASS "B' OVER
6" CRUSHED .ROCK BASE
PREPARED
ASPHALT WEDGE ACURB
SCALE: N.T.S.
8 7 6. 5. - 4 3 2. 1
SUNPDIA 'A- -B-
4- 1Y5
2 0 4
30' 3 7
U 36 6 10 D
42- 9 13
SST EXTENSION HANDLE REQUIRED FOR
UPPER RAIL BRACE DISCHARGES DEPTHS 2' -O' OR GREATER..
FROM TOP OF BASIN
BERGLASS. COYER THERMOPLASTIC.
24" MIN:. DIX. JJNCNON BOX SST. EXTENSION BRACE REQUIRED
FOR USE 18TH EXTENSION HANDLE
� y
' 32 LF 12" ADS
SO 0 0.006ft/ft
+. 1 - 95.97'
! C OSSO 1
S 0
U T H
EXIST CB
/
- -
RIM 155.94
IE 153.40 (IN)
153.30
E (OUT)
GENERALIZED UTILITIES PLAN
N
ff)
SCALE: 1"=20'
CALL BEFORE YOU LM
1- 800 - 424 -5555
FOR FIELD LOCATION OF UNDERGROUND UTILITIES
................-
I
26
150 ........... .... ... 20' ............. .
2 .
. ........... ............................... j
j
DATUM ELEV 1
140.00
— a
a a
0 +00 TYPICAL DRIVEWAY SECTION �
SCALE: HOR. 1 " =5'
II6—
100 LF 8" SD 0 0.062ft ft N ® I )I
-
-�
- _.:..... IE 125. , t
N
N 888 52:11
29'25'
33 SD C.077 ` w
1 7 T H 1 P L A C E ( V A C A T E D) `
1I
GRAPHIC SCALE
zo o ,o w a ro
c >N FEET )
1 inch = 20 ft.
t' -0' 6' 1' -0" FLOW TO SECOND DISPERSAL
MIN MIN END CAP OR PLUG TRENCH IF NECESSARY
NOTCHED GRADE VOARD CLEAN OUT WYE FROM PIPE
2 "x2" NOTCHES 18" O.C. 6' PERFORATED PIPE LAID FLAT /LEVEL TYPE 1 CB W/ SOLID
TYPE 1 CB W/ SOLID COVER (LOCKING) COVER
CLEAN OUT WYE FROM
PIPE
FLOW TO OTHER BRANCHING
PLAN CB'S AS NECESSARY
GALVANIZED
BOLTS 18" D.C.
2'x12' PRESSURED 1' n- 6" t' -D m °x
TREATED GRADE BOARD IN MIN ,;,, __I r_
2'
v BOARD NOTCfi�.S 2"
tiw� r I
2' -0" 1' -0"
WEDGE FINISH
MONOLITHIC GRADE
W /SURFACING BEHIND
3' ASPHALT CLASS "B' OVER
6" CRUSHED .ROCK BASE
PREPARED
ASPHALT WEDGE ACURB
SCALE: N.T.S.
8 7 6. 5. - 4 3 2. 1
SUNPDIA 'A- -B-
4- 1Y5
2 0 4
30' 3 7
U 36 6 10 D
42- 9 13
SST EXTENSION HANDLE REQUIRED FOR
UPPER RAIL BRACE DISCHARGES DEPTHS 2' -O' OR GREATER..
FROM TOP OF BASIN
BERGLASS. COYER THERMOPLASTIC.
24" MIN:. DIX. JJNCNON BOX SST. EXTENSION BRACE REQUIRED
FOR USE 18TH EXTENSION HANDLE
\ 6 PERFORATED PIPE 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT
LAID FLAT POINT DISCHARGE AND /OR EROSION:
4-x4'suPPDR CLEAN (c5% FINES) 2. TRENCHES MAY BE PLACED NO CLOSER THAN 50 FEET TO
1 1/2' -3/4' ONE ANOTHER. (100 FEET ALONG FLOWUNE)
WASHED ROCK 3. TRENCH AND GRADE BOARD MUST BE LEVEL ALIGN TO f
�> FOLLOW CONTOURS OF SITE.
FILTER FABRIC 4. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS r z P tt 1P
TO ENSURE GRADE BOARD REMAINS LEVEL
SECTION A —A °
i 5% MAX FLOW CONTROL/WATER CHECKED FOR COMPLIANCE ;p
QUALITY TREATMRENT IN RURAL AREAS TO CITY STANDARDS
Date T. G
DISPERSION TRENCH Date /
SCALE: N.T.S.
4 G Date1alTAL,>�O'
Ewm 6/70/02.
Ta for EIKO SHORT PLAT /
xamanx: rro ,aai /,au, ! y 05 25 06
1 "=20�
FINAL PERMIT VINT s 2 os °°ANT Engineering ENGINEERING REVIEW
CITY COMMENTS WNT 7 17 O6 °Pw
CITY COMMENTS WNT 7 3 08'. acaop F Al DATUM CunSUitantS
LMT , 205 Front SL S. tel. 425 - 391 71415 GENERALIZED 3, I
NO. REVISION BY DATE APPR s"E 0 YN0Q P.O. Box 1787 fox 425 -391 -1551 UTILITIES PLAN. °�; �'
Issaquah, WA 98027 �www.tecciv8.can 6 8-
co.�, ''J2q DI SCANNED OCT 27200:6 E—INININ FNJA FA
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\ 6 PERFORATED PIPE 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT
LAID FLAT POINT DISCHARGE AND /OR EROSION:
4-x4'suPPDR CLEAN (c5% FINES) 2. TRENCHES MAY BE PLACED NO CLOSER THAN 50 FEET TO
1 1/2' -3/4' ONE ANOTHER. (100 FEET ALONG FLOWUNE)
WASHED ROCK 3. TRENCH AND GRADE BOARD MUST BE LEVEL ALIGN TO f
�> FOLLOW CONTOURS OF SITE.
FILTER FABRIC 4. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS r z P tt 1P
TO ENSURE GRADE BOARD REMAINS LEVEL
SECTION A —A °
i 5% MAX FLOW CONTROL/WATER CHECKED FOR COMPLIANCE ;p
QUALITY TREATMRENT IN RURAL AREAS TO CITY STANDARDS
Date T. G
DISPERSION TRENCH Date /
SCALE: N.T.S.
4 G Date1alTAL,>�O'
Ewm 6/70/02.
Ta for EIKO SHORT PLAT /
xamanx: rro ,aai /,au, ! y 05 25 06
1 "=20�
FINAL PERMIT VINT s 2 os °°ANT Engineering ENGINEERING REVIEW
CITY COMMENTS WNT 7 17 O6 °Pw
CITY COMMENTS WNT 7 3 08'. acaop F Al DATUM CunSUitantS
LMT , 205 Front SL S. tel. 425 - 391 71415 GENERALIZED 3, I
NO. REVISION BY DATE APPR s"E 0 YN0Q P.O. Box 1787 fox 425 -391 -1551 UTILITIES PLAN. °�; �'
Issaquah, WA 98027 �www.tecciv8.can 6 8-
co.�, ''J2q DI SCANNED OCT 27200:6 E—INININ FNJA FA
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