HomeMy WebLinkAboutWTR2703149_13 Z 'I} I z � TY-PE + IIS C. N0. 004122z
CONC 0 STA 71 +74.9, 23.5' LT 28.26 E SHEET U 1 FR CONT I
SCALE
o
CB14 CB13 I ( I 20 0 10 20 40
s-- osoco 1 -22.5 BEND, MJ x MJ o f `o z z
JOINT TRENCHN 1 -THRUST BLOCK
�; a I xQ � I
a
FEET
SEE DWGS TYPE 1 3 L_ -- ;I I �' i a w LL
28.25 STA 71 +67.3 20.5 LT ___ I - I C )
EX BOEING 10 CI U36-U41 'VC S 25.95 s Mw�, ? I ' Q 1 1
1 -22.5 BEND, MJ x MJ I �, I ; ECONSTRUCTION NOTES
N FIRE PROTECTION ! BOEING 386 (; 1 -THRUST BLOCK
^ WATER -NE 1 GE 27.90 �soco n ; � ' ^ 1 . PROTECT EXISTING BOEING UTILITY TO REMAIN. I
N 4 PVC N 25.8: 3
_ - ?0' STORM E SEMENT
- ---- --- -- I I I 1 I ov: 2. CUT AND PLUG ABANDONED BOEING WATER AND SEWER LINES
\ I REC. NO. 20 41228001867 I - _ 1 ��
t o I� I �Il I LI!
I y \ WHEREVER ENCOUNTERED EXCEPT WHERE NOTED TO REMAIN .
o { `_ -T- 3 I ` L
7 PLUG WITH MINIMUM 12" LENGTH OF CONCRETE AT EACH CUT.
3 R W q -+- - g FROM FACE SD VAULT 5 ~,_; QI ,
10' UTILITY EASEMEN- / -- - � I I - I CB1 I
t
W REC. NO. 20041228001865
__--_ OF CURB, TYP -__ - � ,_ .r ', � � � Bus s p � � � _ W
_ - = 3. REMOVE AND DISPOSE OF FIRE HYDRANTS, AND PIV'S. CUT AND
CAP CAST IRON (CI) PIPE RISERS FROM 10" CI FIRE PROTECTION
- MAIN WITH MJ CAPS, APPROX. BELOW GROUND SURFACE. CUT, I
W I i e8 W
J DRAIN, A
W 3-5 ` _ i ,._ I I Y 12 W I 10 W DR AND MJ CAP 10" CI ABANDONED FIRE PROTECTION LINE.
r
v ASPHALT 3 1 DRAIN LINES BEFORE CAPPING, DECHLORINATING AND PROPERLY
RAIL ~ / I -T-- DISPOSING OF WATER.
r --
15 SS --- i I a I T-- I ASE C Lei
T » o - - -- ^ - T � ,
r- i_
__-
_�' Pj �. 4� �, \ LO
co -� N 4. PROTECT EXISTING RENTON UTILITY TO REMAIN.
+ 00 N 8TH ST 71 +00 1 7 00 t _73 OD + '
z
BURIED 10 rHrC I SpHALT 8" \ ITECTOR M 5. STA 71 +54.85, 31 .93' LT
O CO.NCRETE SLAB CONSTRUCTION C L - -- I t SD sD MH 1 1 5 �► r FIRE HYDRANT ASSEMBLY
/ I STA 71 +54.9 19.8 LT I I SS 15 SS SEE RENTON STD PLAN B102
APPROX. 32" DEEP = f 2 /
Q _ _ I WATER TEE T.O.P. 24.3� � � Cg I I , UpEING GATE 0 RT TUR"�
--- - -21 SIGN N RED Slit>4
1 r u , `� 1 Q
T� � I , ' 8 ] t}� -w--- 9 6. EXISTING GREASE TRAP TO BE ABANDONED, SEE NOTE 9.
_ -r
--- I
12" SD s 0 s ossco 12" SD I II �s M �11"M cB FD LEAD I - W 7. EXISTING SEWER LIFT STATION TO BE DEMOLISHED AND EQUIPMENT
& TACK�,. i
Z _ _� Z SALVAGED FOR CITY. SEE DETAIL 4, DWG U29 (PLANS ON FILE
ssco o - _ = - - -_ _- I ,
J - -_w____ I J WITH CITY) AND SEE NOTE 9. STATION CONSISTS OF A 6' DIA. x
_ 4 i i U 14' DEEP WET WELL WITH 2-4" PUMPS, AND A 7'L x 5'-6"W x
U EXTR. CURB ;n SS MH 10E-7 3 EADERS cu✓L s , „
ASPHALT 6 R w RIM 28.59 ° CB3 ❑ %� I �� 6 H CONCRETE VALVE VAULT. SALVAGE THE FOLLOWING: 2-4
o IQ 3 ASPHF �< IL
�_ - L PUMPS, 1 4" METER, 2 4" GATE VALVES, AND 2 4" CHECK
; J 187.3 T 7 l�' �i i i l i i / vr, V I
GREASE TRAP ?oE-s a ssco �� „ ru TILE oNc P III D - VALVES. REMOVE AND DISPOSE OF ALL OTHER PIPING, LADDERS,
TCE I EX BOEING 6 CI - �+ -
�` SD VAULT I !� UJ I E P HATCHES, A A
- - - - - - - - DOMESTIC WATER R1M2s.34- -
� AND OTHER APPURTENANCES. PLUG THE FOLLOWING ,
WEST ACCESS LID CENTER ACCESS LID EAST ACCESS LID / N Q\ i 1 4 ' it 3" sRAss BURIED PIPES WITH MINIMUM 12" LONG CONCRETE PLUG: 2- 12"
RIM 28.54 RIM 28.51 RIM 28.48 /? ii " `, 'B T E 1 I BTM 17.57
6" RISER, TOP 23.15 6" RISER, TOP 22.97 6" RISER, TOP 23.14 a w GE 7.80
4 STA 72+42.40 9.00' LT I ' SEWERS INTO WET WELL 2-4" PIPES FROM WET WELL AND 3-4"
6 DI W 21.51 s IP W 26.32 6 D! E 21.8 O ,� , BTU ELBOW 5.71 �i STA 72+96.38 ' '
6" IP E 26.28 6" IP E 26.32 s" DI W 26.36 U , Q ' » = i 9.00' RT PIPES IN/OUT OF VALVE VAULT.
BTM STRUCTURE 16.50 BTM STRUCTURE 16..54 6" DI E 26.42 6" DI S 98 SSMH #8-5, 48 I � -� I -
i
BTM STRUCTURE 16.08 1- '' ~�j ; SSMH #8 6, 48" „
m N 8TH ST 11 N I I E W_ 8. EXISTING 10 WATER METER VAULT TO BE ABANDONED, AFTER
t
1 I STA. 72+37.34= Q I I I APPROXIMATELY DECEMBER 2006 (VERIFY WITH ENGINEER). SEE
PARK AVE N STA. I II NOTE 9. VAULT CONSISTS OF f10'- 1 "L x 6'-5"W x 6'H
s ' TC E „
3� o Q = 30+00.00 o I I; CONCRETE VAULT WITH 1 -12" METER, 1 -6" METER, 2- 12 GATE
VALVES, A 6" CHECK AND GATE VALVE, AND TWO TEES. SALVAGE
N8TH ST 72+37.34= THE METERS AND VALVES. REMOVE AND DISPOSE OF ALL OTHER
PARK AVE N 30+00 Z Z PIPING, LADDERS, HATCHES, AND PIPE FITTINGS. CUT AND PLUG
- - ------ - ______._-- 40 2- 12" PIPE ENTRIES WITH MIN. 12" LONG CONCRETE PLUG.
________
QQ'
QaoQ I z
- w w z� v) C 9. REMOVE EQUIPMENT FROM VAULTS. DEMOLISH VAULTS TO AT v
_ z o
EXISTING GROUND o ® o o1 1 w u^ �J ® Q 00 No a 00 rf i LEAST 4' BELOW FINISH GRADE. BACKFILL WITH CONCRETE, CDF, r" y
� F-1 C m M � -��.� O o C of OR COMPACTED SAND. i x
- - - - o
C� SNSTRUCTION CL �. o Lriv' _ Q N �N �n z c� ~ w N
� � � _ � _ � z
- N w - U - x x o x to � x xx w x x x n v�il� 10. STA 72+57.22, 28.45' LT a
FINISHED GRADE x x x x x x x o x x I w
/ = x x x N w w w w i �- w w w iw w w �- w w to � w ww f- w w w x cn ^ CONNECT TO EX 12" WATER MAIN
N OCONSTRUCTION C L w w w w � � O I w L x
I �: �� ! ( � 1 SEE DETAIL 1 , DWG U26 L - 1
O _ _ - _ - _ _ O 1 - 12 x 12 TEE, FL x FL
CD N
2- 12 GATE VALVES, FL x MJ
LN I W ' 1
W I 358 LF - 12" W 1 W 11 . STA 73+ 1 1 .22, 53.24' LT d w
I
_ JCL 52 DI ! 0 = PIPE END CAPPED FOR FUTURE EXTENSION CLEANOUT 4 a
- r ----- ----- --- -
(f� - - - - - -�- _ - - _ PER RENTON STD PLAN B076.1 , IE 20.93 I c
W SEE GENERAL
12" MIN I 57 LF - 15" PVC SS
W
W NOTE 2, TYP ICLR TYP i 375 LF - 15" PVC SS i W
�- z
-- ---- �__ _ __ _ _-
- - � GENERAL NOTES:
S=0.004 FT/FT
O i S-0.004 FT/FTI � 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS SD00-SD25.
p j \-4'-O" MIN COVER AT I N
+ C/L OF PIPE, TYP I I to �. 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT
DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS NO
co I w Z MORE THAN HALF OF MANUFACTURER'S RECOMMENDED
MAXIMUM.
H 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE
► N III III 1 (�
WRAPPED WITH BLACK, TUBE-FORM POLYETHYLENE
W i `� `� 00 W PER ANSI/AWWA C105.
co w o0 rn 04
Z i '� - oirn o0o Z
N N N WATER ELEVATIONS APPROXIMATE EXCEPT WHERE NOTED.
_ ww www
v ------ -- ----- V LEGEND
of �.
JOINT TRENCH SEE SHEETS ¢
i� U49-U52A FOR PLAN AND a Un
f I SECTIONS �� 035524
0(D 00i� N r, -iu7 'I IN Rio r1r) 00 Ln'� - o � r- IN 00 Ln`O r` N �!� RECORD DRA WINGS �sS7aNAi
Ln co co � Ln -t � InIN 00 � 00 rn 0 rn � co o� a� N co N L? PREPARED BY WHPACIFIC,
o) 00 1T 00'o) 00 0) 00,16 00'D7 00 0-) 00 00 00 00 00 00 O-)I o) 0_I o) 0� O') 0-) 0 M I O 0 'o-) 0-) O� EXPIRES 06/06/07
N NjN NiN N N NIN NIN N N N N N N N'N NiN NIN N N N-� NI1� NIN NiN N FEBRUARY 2OlO, BASED
00 69+50 70+00 70+50 71 +00 71 +50 72+00 72+50 73+00A RECORD DRAWING HCS ON CONTRACTOR RECORDS.
DATE:
.1 .1 SURVEYED: SCALE: VERTICAL: NAVD 1
I MIN BHC Consultants, LLC CSR H: 1"=20' HORIZONTAL: NAD 12p/1991 �'►� CITY OF CITY OF RENTON 4/17/06
WH dC1 C w720 Third Avenue, Suite 1200 DESIGNS DJR V: 1 =5' SOUTH LAKE WASH INGTON °°"'
Seattle, Washington 98104-1820 DRAWN: PLS _ RENTON ROADWAY IMPROVEMENTS
12100 NE 195th St,Ste 300 ■ Tel: (206) 505-3400 ONE INCH DATUM DRAVANG No:
Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE U 1 3
425-951-4800 Fax 425-961-48M LCA
IF NOT ONE INCH
www.whpacific.com Formerly a Division of Berryman&Henigar NO. REVISION BY DATE AP P R MCA SCALE ACCORDINGLY N. 8TH ST. STA. 69+00 TO STA. 73+25 99 '205