HomeMy WebLinkAboutzS-2140SetC-1
SEE REVISION ATTACHMENTS
DATED 4/1/98 FOR P.V.C. ENCASEMENT.
11 10 99 T ? r
KEYED NOTES
Q1 GRINDER
PUMP DISCHARGE - 1 1/4" MPT
Q2 1
1/4-
COPPER ADAPTOR (FPT X SWEAT)
Q3 1
1/4-P
90- COPPER ELBOW (SWEAT x SWEAT)
�4 1
1/4w
TYPE K COPPER PIPE, SEE NOTE 4
�5 1
1/4"
DISCONNECT JOINT (UNION OR COMPRESSION
COUPLING), SEE NOTE 3
�6 1
1/4-
GATE VALVE, FULLY PORTED
0 1
1/4-
COPPER ADAPTOR (MPT x SWEAT)
s0 1
1/4"
PVC ADAPTOR (FPT x SWEAT)
Q9 1
1/4w
PVC PIPE (160 psi MINIMUM)
10 1
1/4"
CHECK VALVE, FULLY PORTED SWING TYPE
1t 1
1/4"
PVC COUPLING (SOCKET x SOCKET)
t2 "ENVIRONMENT ONE" BRAND GRINDER PUMP #GP -210
NOTES
1 INSTALLATION MUST CONFORM TO ALL APPLICABLE CODES, SUCH AS
BUILDING, PLUMBING, ELECTRICAL, ETC.
2. DISCONNECT JOINT MUST BE BEYOND THE OUTSIDE OF THE GRINDER
PUMP CORE AND A MINIMUM OF 3' HEAD ROOM OVER THE TANK TO
ALLOW REMOVAL OF PUMP.
3. REQUIRED INSULATION NOT SHOWN.
4. PUMP STEEL OUTER TANK NOT SHOWN.
DISCHARGE PIPING
2 N.T.S.
6 so -------#
5" 16" HOLE
1-1/4"0 HDPE �
FORCE MAIN PIPE 3/4 C%4
3/4" THICK
INSULATION �
JACKET 16�N MTHICK
REFER TO REVISION �
ATTACHMENTS DATED 4/1/98. �• JA
UOLCO MODEL #20 -4 -SS'
PIPESTRAP
2 N.T.S. •j
INSTALL AT 4'-0" INTERVALS
GRINDER PUMP SEC11ON
0�
SCALE 1" = 1'-0"
FOR PAVEMENT RESTORATION
SEE DETAIL
e
1
44"
6" MIN. CRUSHED SURFACING
TOP COURSE
COMPACTED BACKFILL AS
SHOWN ON DETAIL
1 1. VER77CAL CONTROL DATUM BASED ON USC&GS.
1
2. U 77U TY CROSSING L OCA 77ONS AND ELEVA TIONS SHALL BE DE i tRMINED B Y THE
8" OR 6" SANITARY SEWER CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES
J. EXIS77NG PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND
PERMANENTLY REPLACED TO ACCOMODATE SERVICE CONSTRUCTION.
4. STA T70NING SHOWN IN CENTERLINE OF ROAD WA Y AS DEF7NED BY THE
CONTROL POINTS
10 10f 1WIM Imo■ YOH JKI WJWII l■ ■ 1 ■
6. PRO VIDE A S -BUIL T INFORMA T70N SHO WING ALL IN VER T AND RIM ELEVATIONS,
AND SIDE SEWER LOCA PONS.
• 3/4" x 6" SS BOLTS
SEE DETAIL KO'4�
Ura - :JK !
ALONG SIDE OF DOCK
TOP OF DOCK
a .4 e a .
a. d
o • e •e a ; a
'd a e.
Q .44
3/4" x 6" SS BOLTS
• e[l. •• e' •e
.a --
"- — 4
• SEE DETAIL
2
• •° e
ELEV 12.95
a.
e e
- a
• e
. a a
SHEET NOTES
UNDER DOCK
�� PIPE PLACEMENT
2 N.T.S.
PIPE BEDDING MATERIAL
AS SPECIFIED IN 7-17.3(1)B
FOUNDATION MATERIAL CLASS A
AS DIRECTED BY ENGINEER
1. ALL MATERIALS EXCA VA TED FROM THt l TRENCH SHALL BE REMOVED, HAULED
AND DISPOSED. EXCA VA 77ON SHALL BE HFPLA CED W TH FOUNDA T70N, BEDDING
AND BACKFILL MATERIALS AS SHOWN IN THENCH BACKFILL DETAIL AND
COMPA C TED IN A CCORDANCE W1 TH SPECIFI CA TIONS
2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED
WI TH 7EMPORAR Y A SPHAL T A T END OF EA CH WORK DA Y.
STORM & SANITARY SEWER
TRENCH BACKFILL DETAIL
N.T.S.
RECOMMENDED FOR APPROVAL
THICK /N ACC
*wow"w ",
8. REPLACE ALL DISTURBED CURB dr GUTTERS /N ACCORDANCE WITH STANDARD
PLAN jf F008, DRAWING # FR05 AND STANDARD PLAN �'F001 "CEMENT CONCRETE
CURB AND GUTTER."
9. REPLACE ALL DISTURBED SIDEWALk"S IN ACCORDANCE WITH STANDARD PLAN
,# F007, DRAWING ,f FR02.
10. WHERE UTILITY PIPE LINE VERTICAL SEPARATION /S LESS THAN (1) ONE FOOT,
INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE
SEPARA 770N.
11. HDPE PIPE SHALL BE SDR -11, DR/SCO 8600, OR POLY PIPE PE 3408
OR EQUAL. NO INSERT BARBED F/T11GS OR CONNECTOR ALLOWED.
■ [W,
ff,
A 770N SHALL BE CLOS£D CELL NB/NSy 01#!-
S
�mw
BY ��'/��URES AT 18" 0. C.,
4""W*
TUCCO �j�� �/O.N,ALL ABOVE
SONS �l���/mini
PARKS DEPARTMENT DATE
KEYED NOTES
CITY OF RE N T O N
DEPARTMENT OF PUBLIC WORKS
CEDAR RIVER TRAIL
UTILITIES SYSTEM DIRECTOR DATE
4010 STONEWAY N.
SEATTLE, WA 98103-8090
Q1
SEMI -POSITIVE DISPLACEMENT TYPE PUMP
MAINTENANCE SERVICES DIRECTOR DATE
DETAIL SHEET
PLAN REVIEW DATE
GNED: REB DAA: 12/05/94 FILE NAME:
DRAWN: DJ
CHECKED: SCALE. AS NOTED � �= 725 PAGE 51
DIRECTLY DRIVED BY A 1 HP MOTOR
1 o bot, N tz-�ffj y �y � , � �
,�/ � f `� �
1
FlNAL CORRECTIONS
CAPABLE OF DELIVERING 8 GPM ® 138' TDH
12/21 /94
NO.
REVISION
9YAPPR.
2
FIBERGLASS REINFORCED POLYESTER TANK
APPROVED:
o=01a1 °...m.c
HINGED STEEL HATCH
W � HANDLE 28"0
WASTE WATER UTILITY DATE
LOCKABLE HASP
'
�
3/16" NOMINAL WALL THICKNESS AND 60
& LOCKABLE LID
GALLON CAPACITY
t°
FILL
REMAINING
ELEV 18.20
O3
PVC ANTI -SIPHON VALVE ANNULAR
SPACE
000
oao
WITH
INSULATION
00 o0
000
O
PVC CHECK VALVE
oao
00°
00o
000°
000
TEMP ORARY
PLUG
5
1 1/4- STAINLESS STEEL DISCHARGE UNE
12
°O
°aa
°o°o°o
caO°
°°°
coca
=
00 g 10 13
0
14 O
6
1 1/4" STAINLESS STEEL DISCHARGE UNE (FNPT)
11
a000j 0a
co
7
STAINLESS STEEL BALL VALVE
8
oao
00
000
o
000
oao
=
=
-J
c
0°
oao
a°°
° 0
15 +�
c
C
O
STAINLESS STEEL QUICK DISCONNECT ASSEMBLY
o
o°0oc
0
Qi
G)00POWER
CABLE (12-2 W/ GRND)
7
00
00
10
ALARM CABLE (14-2 W/ GND)
6
16
G
CORE (CONTROL) BREATHER ASSEMBLY(5>�
4 INVERT ELEV
15.50
12
ACCESS PLATE COVER BY PUMP MANUFACTURER
D4--
ALARM
00
13
JUNCTION BOX (NEMA 4X RATED)
c6
G
BIRD SCREEN VENT COVER
3
L
0
co
UN
15
36" HIGH CONCRETE
2" 0 INTERNAL WELL VENT
o Q cv
0
FILL
O CN
16
INLET: 4.0" PVC SCH 40 SOCKET TO ACCEPT
18
OFF�
-'
o 0
_ � o
� N ui
4.50 O.D. PVC PIPE.
_
ou c6 un
rn
17
STEEL DRUM: 32" 0 W/ STEEL HATCH AND
1
O cv
C'i o ro
STEEL BOTTOM - ALL COATED, 3/16" THICK-
N
CONTINOUSLY WELDED
2
18
FILL THE ANNULAR SPACE WITH FOAMED -IN-
OR POURED IN PLACE INSULATION OR PEA
1 ?
24 ---�
29.25"
GRAVEL AGREGATE AS SPECIFIED.
32"0
6 so -------#
5" 16" HOLE
1-1/4"0 HDPE �
FORCE MAIN PIPE 3/4 C%4
3/4" THICK
INSULATION �
JACKET 16�N MTHICK
REFER TO REVISION �
ATTACHMENTS DATED 4/1/98. �• JA
UOLCO MODEL #20 -4 -SS'
PIPESTRAP
2 N.T.S. •j
INSTALL AT 4'-0" INTERVALS
GRINDER PUMP SEC11ON
0�
SCALE 1" = 1'-0"
FOR PAVEMENT RESTORATION
SEE DETAIL
e
1
44"
6" MIN. CRUSHED SURFACING
TOP COURSE
COMPACTED BACKFILL AS
SHOWN ON DETAIL
1 1. VER77CAL CONTROL DATUM BASED ON USC&GS.
1
2. U 77U TY CROSSING L OCA 77ONS AND ELEVA TIONS SHALL BE DE i tRMINED B Y THE
8" OR 6" SANITARY SEWER CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES
J. EXIS77NG PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND
PERMANENTLY REPLACED TO ACCOMODATE SERVICE CONSTRUCTION.
4. STA T70NING SHOWN IN CENTERLINE OF ROAD WA Y AS DEF7NED BY THE
CONTROL POINTS
10 10f 1WIM Imo■ YOH JKI WJWII l■ ■ 1 ■
6. PRO VIDE A S -BUIL T INFORMA T70N SHO WING ALL IN VER T AND RIM ELEVATIONS,
AND SIDE SEWER LOCA PONS.
• 3/4" x 6" SS BOLTS
SEE DETAIL KO'4�
Ura - :JK !
ALONG SIDE OF DOCK
TOP OF DOCK
a .4 e a .
a. d
o • e •e a ; a
'd a e.
Q .44
3/4" x 6" SS BOLTS
• e[l. •• e' •e
.a --
"- — 4
• SEE DETAIL
2
• •° e
ELEV 12.95
a.
e e
- a
• e
. a a
SHEET NOTES
UNDER DOCK
�� PIPE PLACEMENT
2 N.T.S.
PIPE BEDDING MATERIAL
AS SPECIFIED IN 7-17.3(1)B
FOUNDATION MATERIAL CLASS A
AS DIRECTED BY ENGINEER
1. ALL MATERIALS EXCA VA TED FROM THt l TRENCH SHALL BE REMOVED, HAULED
AND DISPOSED. EXCA VA 77ON SHALL BE HFPLA CED W TH FOUNDA T70N, BEDDING
AND BACKFILL MATERIALS AS SHOWN IN THENCH BACKFILL DETAIL AND
COMPA C TED IN A CCORDANCE W1 TH SPECIFI CA TIONS
2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED
WI TH 7EMPORAR Y A SPHAL T A T END OF EA CH WORK DA Y.
STORM & SANITARY SEWER
TRENCH BACKFILL DETAIL
N.T.S.
RECOMMENDED FOR APPROVAL
THICK /N ACC
*wow"w ",
8. REPLACE ALL DISTURBED CURB dr GUTTERS /N ACCORDANCE WITH STANDARD
PLAN jf F008, DRAWING # FR05 AND STANDARD PLAN �'F001 "CEMENT CONCRETE
CURB AND GUTTER."
9. REPLACE ALL DISTURBED SIDEWALk"S IN ACCORDANCE WITH STANDARD PLAN
,# F007, DRAWING ,f FR02.
10. WHERE UTILITY PIPE LINE VERTICAL SEPARATION /S LESS THAN (1) ONE FOOT,
INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE
SEPARA 770N.
11. HDPE PIPE SHALL BE SDR -11, DR/SCO 8600, OR POLY PIPE PE 3408
OR EQUAL. NO INSERT BARBED F/T11GS OR CONNECTOR ALLOWED.
■ [W,
ff,
A 770N SHALL BE CLOS£D CELL NB/NSy 01#!-
S
�mw
BY ��'/��URES AT 18" 0. C.,
4""W*
TUCCO �j�� �/O.N,ALL ABOVE
SONS �l���/mini
PARKS DEPARTMENT DATE
H AM M ON D, COLLIER & WADE—
LIVINGSTONE ASSOC., INC.
CITY OF RE N T O N
DEPARTMENT OF PUBLIC WORKS
CEDAR RIVER TRAIL
UTILITIES SYSTEM DIRECTOR DATE
4010 STONEWAY N.
SEATTLE, WA 98103-8090
(206) 632-2664 acw-i.
BOAT HOUSE SANITARY SEWER EXTENSION
MAINTENANCE SERVICES DIRECTOR DATE
DETAIL SHEET
PLAN REVIEW DATE
GNED: REB DAA: 12/05/94 FILE NAME:
DRAWN: DJ
CHECKED: SCALE. AS NOTED � �= 725 PAGE 51
�L
1 o bot, N tz-�ffj y �y � , � �
,�/ � f `� �
1
FlNAL CORRECTIONS
EMS
12/21 /94
NO.
REVISION
9YAPPR.
DATE 71
APPROVED:
o=01a1 °...m.c
SHEET: 2 oF: 3
WASTE WATER UTILITY DATE
G2
BOAT
HOUSE
BUILDING
CONNECTION BRACKET
3/4" 316SS
THREADED ROD
BEND TO FIT
LOCKABLE-
HASP
OCKABLE--
HASP
.m
HATCH—/
HANDLE
CONNECTION
BRACKET
HATCH
HINGE
CONNECTION BRACKET
PILE CIRCLE CLAMP
2 SEGMENTS
3" x 1/2" THICK
W/ 4" EARS
JIL
/ \\\�
Alli
VIN
\ CONCRETE
WALK
WAY
3/4" 316SS
THREADED ROD
BEND TO FIT
OF
ol 4 EA. TOP & BOTTOM
1/2- 316SS THREADED ROD
6" LONG CHEM -STUD ANCHORAGE
2 - 8"x8"x1 /2" ANGLES
30" LONG
2 - 4"x4"x1/2" ANGLES)
3'-4" SONG
GRINDER PUMP PLAN VIEW
CONNECTION BRACKET
N.T.S.
1 1/2 " = 1'-0"
6" HOLE FOR 5/8" 0 BOLTS
' HOLE FOR 3/4" 0 RODS
/2" PLATE
EXISTING STEEL
3" PIPE RAILING
VERTICAL POSTS
1' 1 0"
PARALLEL WIDTH
TO OPPOSITE
BRACKET
J 4" �--
�l
CONNEC110N BRACKET
N.T.S.
PILE CONNECTION
N.T.S.
1/4 "
2 - 5/8" 316SS
BOLTS - EACH
CONNECTION
4 - 5/8" BOLTS
& NUTS & WASHERS
316SS, W/ CONNECTION
BRACKET BEHIND
32"0 STEEL DRUM
3/16" THICK W/ 3/16" 2 - 4"x4"x1 /2"
PLATE BOTTOM 3'-4" LONG
ELEV. 15.0
NORMAL HIGH
LAKE LEVEL
ELEV. 13.5
LATE SUMMER
LAKE LEVEL
1/4 "
2 - 8"x8"x1 /2" ANGLES
30" LONG
,o --DECK TOP ELEV. 18.2
2 - 5/8" 316SS
BOLTS - EACH
CONNECTION
MODIFY/ CUT AWAY
8" ANGLE LEG AS
REQUIRED TO FIT
AROUND PILE.
ELEV. 18.0
ELEV. 17.0
ELEV. 16.0
ELEV. 15.0
•
ELEV. 14.0
ELEV. 13.0
ELEV. 12.0
±12"O WOOD PILE
BATTERED
±12"
ELEV. 11.0
LAKE BOTTOM ELEV. ±10.6
GRINDER PUMP ELEVATION VIEW
1 1/2 " = 1'-0"
29" THICK
CONCRETE
PILE CAP
I
C-3
4010 Scone Way North Q 122 South Emerson/P.O. Box 571 J2 Design Sketch
• Seattle, Washington 98103-8090 Chelan, Washington 98816 p Meeting Notes
Telephone: (206) 632-2664 Telephone: (509) 682-2462 g
FAX: (206) 632-0947 FAX: (509) 682-2026 ❑ Field Notes
I I CW um L ❑ 104 East 9th Street/P.O. Boz 2967 ❑ Project Notes
Wenatchee, Washington 98007 ❑ Telephone Notes
Telephone: (509) 662-1762
FAX: (509) 663-8534 ❑ Calculations
Project: C's���� Date: Zz zc?o
Project No.:
Notes By:
C�
Item no. Action Required
° 5' Or- Af6Zw ! % r' N DPS•
I I rv2cg� 11147AI 17VS61e�
L SHRUBS do o
PLANTINGS I I
/V �ccJ L g�L fi�S�1 Ly
cvQ r3 STr.�/� Cgy
WALK
P�C, E -- ..._ .
opto,,eo X 00 G;= - /'iq" Nom 7. �w
y OTH
I
I
REMOVE AND REPLACE
ASPHALT CONC. PAVEMENT
Sy OTAcr
CONNECT TO EXISTING
M ETR 0.5T9U4" 4ZQC
CITY OF REN TON
CEDAR RIVER TRA I L/PARK
Cl
By CITY" 8 Y In&Tied
.' .......'-................................................
• ;
.14 04) 1- )UP& °
20 . . . . . . . . . . . . . . . . . . . . . . ; . . . . .EXISTING GRADE ; .
-----. - - - ALF .M••- � •� << ; ��
ISTING 4" DI PIPE FOR
AT- HOUSE FORCE MAIN
; - ..- • ;� _
PROX.: DEPTH UNKNOWN .......� Q1.
t .
E5 �fzc
A Z/ 1
0.
L4
`
NEW L 1
Z Z
lg:5� Y . . . . . . . . . . . . . . . . .
CVeg �P 10 .........;.... ; 0
y
M
A
A
IV
19
0
. . . . . . . . . . . . . . . ! ,
. . . . . . . . . . . . . . ;
Z
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.... .�.
1+00
0+50
N7
CA
O
0
ox
�P-
Ssem � -
I�l. R. DJa i 1 Ill
F
1.31.3LIF-
Lt
�divtz
QNERAL NOTES
1 1/4' HDPE PIPE SHALL M SDR -11 DRISCC
8600 OR POLYPIPE PE 34-08 OR EQUAL
Con5111er+ 5 6pe,
u p �arJ �rom M PA-otI-7Y7
p e e, Me►r
f+C'oVer^o�r
o� iter; -q a Ps Gj�4� a1, C
�0els4eJ b
�F3r K S
_ Rq TOR
8� L1EC�
5�5 � ❑
i
ct I - I `(4 IPS POLY
J e,?<l I q C¢µP- X M"". AbApr&;z--
'e 2r -h I V41 e-cf p SiaP .- Br mss'
II ezc�. C�-P ]Nuf ALNAPTEF�—' 1
c?atc k 114
t eoe.k I'iq cap — F3. -ars
ezc-k Valve box,
(�fy force �►n?tn Ct�lerS Mg +kr,, 14k
Concre k sfal an easf s ,4e 1 ls
2r�c� Gjoes di reel Y -f� Gor net- �
drkyewN 4-. side walk,+urP%s no,r
U.hder ex�sf s idew�) f!C, Peds 7-'
047 &eii ey �2: