20140213 Redline Lanscape Plan #4 03022015ACCORDING TO UTILITY LOCATES, THERE ARE TWO
WATER MAINS ALONG SOLBERG ST. CONTRACTOR
SHALL POTHOLE BOTH WATER MAINS AT THE
PROPOSED TAP LOCATION (SEE CONSTRUCTION NOTE
#1) AND CONTACT THE CITY INSPECTOR AND
ENGINEER TO DETERMINE WHICH WATER MAIN TO
CONNECT TO.
ACCORDING TO THE CITY, THIS VALVE IS LOCATED AT
THE END OF THE EXISTING 4" AC WATER MAIN IN THE
ALLEY AND THE ALLEY AND SOLBERG WATER MAINS
ARE NOT CONNECTED TO EACH OTHER. CONTRACTOR
SHALL CONFIRM. IF THIS IS AN END OF LINE VALVE, -
CONTRACTOR SHALL REMOVE THE VALVE AND CAP
THE END OF LINE AFTER THE EAST END OF THIS LINE
HAS BEEN CAPPED. COORD. WORK WITH CITY
INSPECTOR AND ENGINEER.
VERTICAL DATUM
NGVD 1929
BENCHMARK: BRASS MONUMENT 0 THE
INTERSECTION OF YELM AVE. & TAHOMA
BLVD. THURSTON COUNTY CONTROL POINT
N o.1252
ELEVATION = 347.206
SCALE: 1"=10 FEET
0 5 10 20
BASIS OF BEARINGS:
NAD 83/91 BASED ON THURSTON
COUNTY HIGH PRECISION NETWORK
POINTS USGS -PTS -6 & 1252
z6 ° /
346 _. o
PROPOSED PHYSICAL,.,
I /I
THERAPY OFFICE `
a� I FF= 347.4
•
346
344
342
340
INTERSECTION
ELEV.= 345.54
1 -t 6" CUT —IN TEE
1 -E 6" GATE VALVE
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0 +80 1+00
HORIZONTAL SCALE: 1 " =10 FEET
VERTICAL SCALE: 1"=2.00 FEET
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EXISTING GRAVEL
MIN. 42"
L - - --
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Elm MIS
RIGHT -OF -WAY LINE
APPDXIMATE LOCATION OF HOSE BIB AND POST
- MOUNTED CONTROL PANEL. COORDINATE WITH
BUILDING CONTRACTOR.
12
11
Arr
2 I I 8 WATER/SEWER CROSSING SHALL
MEET WSDOE PARATION
REQUIREMENTS
EXISTING GRAPE AT
OF -WAY CENTERUNE
DSED GRADE
' -OF -WAY CI
)WAY CENTEF
6" PVC WA
t106 OR ±110 LF
R/W CEN RUNE ELEV.
i
1 — 47 CUT—IN-
I - v ire
1 — 6 GATE VAL & BLIND
1 — 6 GATE VL
1 — 6 4" REDUCE
THRUST BLOCKING
2 +UU
"CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG"
�L-- SS -
4
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•
346
344
342
340
CONSTRUCTION NOTES
O1 STA. ±1 +14.5 OR ±1 +18.6, 2.50' RT. (SEE NOTE THIS SHEET
REGARDING TIE —IN LOCATION); INSTALL:
1 — 6" TEE (STAINLESS STEEL)
1 — 6" GATE VALVE (FLxMJ)
THRUST BLOCKING
CONNECT TO EXISTING 6" AC WATER MAIN PER DETAIL ON SHEET
C2.2. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE,
PIPE SIZE, AND DEPTH OF EXISTING MAIN AT CONNECTION POINT
AND COORDINATE WITH THE CITY OF YELM PUBLIC WORKS
INSPECTOR PRIOR TO CONSTRUCTION START.
OINSTALL 6 "0 PVC C900 WATER MAIN PER PLAN AND PROFILE.
MAINTAIN MIN. 42" COVER OVER WATER MAIN. PROVIDE TRENCH
RESTORATION PER DETAIL ON SHEET C1.7.
OSTA. 2 +25.00, 2.50' RT.; INSTALL.•
1 — 6" TEE
1 — 6" GATE VALVE & BLIND FLANGE (EAST SIDE OF TEE) (FOR
FUTURE EXTENSION)
1 — 6" GATE VALVE (NORTH SIDE OF TEE)
1 — 6 "x4" REDUCER (NORTH SIDE OF GATE VALVE)
THRUST BLOCKING
O4 INSTALL 4NO PVC WATER MAIN PER PLAN AND PROFILE. MAINTAIN
MIN. 42" COVER OVER WATER MAIN. PROVIDE TRENCH RESTORATION
DETAIL ON SHEET C1.7.
OSTA. 2 +25.00, 0.9' LT.; INSTALL:
1 — 4" TEE (STAINLESS STEEL)
THRUST BLOCKING
CONNECT TO EX. 4" AC WATER MAIN PER DETAIL ON SHEET C2.2.
CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE, PIPE
SIZE, AND DEPTH OF EXISTING MAIN AT CONNECTION POINT AND
COORDINATE WITH THE CITY OF YELM PUBLIC WORKS INSPECTOR
PRIOR TO CONSTRUCTION START.
OSTA. 2 +22.50, 6.00' LT. (FRONT OF WATER BOXES); INSTALL:
1.5NO WATER SERVICE LINE, DOMESTIC AND IRRIGATION METER
BOXES (DUAL SERVICE), AND SETTERS PER PLAN AND DETAILS ON
SHEET C2.2. INSTALL TWO BOLLARDS IN FRONT OF BOXES PER
DETAIL ON SHEET C2.4. EXTEND 1 "0 DOMESTIC SERVICE LINE TO
BUILDING (COORDINATE LOCATION AT BUILDING WITH BUILDING
CONTRACTOR). SEE IRRIGATION PLANS FOR 1.0 IRRIGATION SERVICE.
CITY CREW WILL INSTALL 5/8" DOMESTIC AND 5/8" IRRIGATION
METERS ONCE INSTALLATION FEES HAVE BEEN PAID TO THE CITY,
AND APPROVED DOUBLE CHECK VALVE ASSEMBLY (BEHIND
IRRIGATION METER) AND REDUCE PRESSURE BACKFLOW ASSEMBLIES
HAVE BEEN INSTALLED BY THE CONTRACTOR.
O7 INSTALL 1`0 CITY APPROVED BACKFLOW PREVENTION DEVICE
METER.
(WILKINS STALL EATEDPENCLOSURE (HOT BOX HB 1ORR N
EQUAL)
OVER RPBA PER MANUFACTURER'S INSTALLATION GUIDELINES.
COORDINATE CONDUIT LOCATION /SIZE WITH ELECTRICAL
CONTRACTOR.
ORELOCATE EX. WATER METER BOX, SETTER, ETC. (FRONT OF BOX
TO BE MIN. 1' OFF EDGE OF NEW PAVEMENT). CONNECT SERVICE
TO NEW 6 "0 PVC WATER MAIN. INSTALL CONCRETE COLLAR
AROUND BOX (SEE DETAIL 6 -11 ON SHEET C2.2 FOR REFERENCE).
ORELOCATE EX. FIRE HYDRANT. INSTALL ±12 LF 6 "0 D.I. PIPE
FROM END OF EX. SPOOL TO NEW HYDRANT LOCATION. SEE FIRE
HYDRANT DETAIL ON SHEET C2.2 FOR REFERENCE. MAINTAIN MIN.
42" COVER OVER PIPE AND PROVIDE MIN. 6" SAND CUSHION
BETWEEN WATER PIPE AND NEW STORM PIPE WHERE THEY CROSS.
HYDRANT FLANGE ELEVATION = ±346.9
HYDRANT STATION & OFFSET = STA. 9 +67.98, 13.90' RT.
C�Do
10 STA. 2 +10.002.5' LT.; INSTALL:
TAP INTO EX. 4 "fib PVC STEP MAIN AND INSTALL ±53 LF 200 PVC
-099@ STEP SERVICE LINE WITH SOLVENT WELD JOINTS FROM MAIN
.�G TO STEP TANK AND A SERVICE BOX PER DETAIL ON SHEET C2.3.
PROVIDE 24" MINIMUM COVER OVER PIPE. CONTRACTOR SHALL
FIELD VERIFY LOCATION, DEPTH, AND SIZE OF EXISTING STEP MAIN
PRIOR TO CONNECTION. TAP SHALL BE PERFORMED BE AN
APPROVED TAPPING COMPANY. SERVICE BOX SHALL REMAIN
ACCESSIBLE.
GINSTALL 1,500 GALLON CONCRETE STEP TANK. PUMP, AND
CONTROL PANEL PER DETAILS ON SHEET C2.3. THE SYSTEM SHALL
BE AN INTRINSICALLY SAFE SIMPLEX PUMPING SYSTEM WITH A 20
GPM PUMP. COORDINATE EXACT LOCATION OF CONTROL PANEL
WITH BUILDING CONTRACTOR. THE PANEL SHALL BE WITHIN SIGHT
OF THE STEP TANK AND IT IS RECOMMENDED THE PANEL NOT BE
ATTACHED TO A "LIVING SPACE" OF THE BUILDING. A HOSE BIB IS
REQUIRED WITHIN 50' OF THE STEP TANK AND IT CANNOT BE FED
FROM THE IRRIGATION SYSTEM.
STA. 9 +06.00, 109.5' RT. (CENTER OF TANK)
RIM = 347.40 (MUST BE HIGHER THAN SURROUNDING GRADE)
IE= 342.40 (6" IN)
THE STEP LINE AND STEP TANK WILL BE OWNED AND OPERATED
BY THE CITY OF YELM FROM THE TANK TO THE ALLEY
RIGHT —OF —WAY LINE.
12 INSTALL 15 LF 6"O SANITARY SEWER LATERAL FROM STEP TANK
TO BUILDING. INSTALL 6"O CLEANOUT 2' OUT FROM BUILDING AND
SET RIM TO FINISHED GRADE. MIN. S = 0.02 FT/FT. COORDINATE
SERVICE LOCATION AND ELEVATION WITH BUILDING CONTRACTOR.
IE= ±342.7 (AT BUILDING)
GENERAL WATER NOTES
1. DEFLECTION OF THE WATER MAIN IS NOT TO EXCEED
MANUFACTURER'S SPECIFICATIONS.
2. CONTRACTOR SHALL EXPOSE CONNECTION POINTS, VERIFY
FITTINGS, AND NOTIFY CITY OF YELM PUBLIC WORKS INSPECTOR
AND AFFECTED PROPERTY OWNERS A MINIMUM OF 72 -HOURS
PRIOR TO ANY SHUTDOWNS.
3. CONTRACTOR SHALL INSTALL SLEEVING AS NEEDED FOR
IRRIGATION LINES. COORDINATE SLEEVING SIZES AND LOCATIONS
WITH LANDSCAPE CONTRACTOR.
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INTERSECTION
ELEV.= 345.54
1 -t 6" CUT —IN TEE
1 -E 6" GATE VALVE
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0 +80 1+00
HORIZONTAL SCALE: 1 " =10 FEET
VERTICAL SCALE: 1"=2.00 FEET
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EXISTING GRAVEL
MIN. 42"
L - - --
G d'
0
71-
a.
Q
:a
a
3
Elm MIS
RIGHT -OF -WAY LINE
APPDXIMATE LOCATION OF HOSE BIB AND POST
- MOUNTED CONTROL PANEL. COORDINATE WITH
BUILDING CONTRACTOR.
12
11
Arr
2 I I 8 WATER/SEWER CROSSING SHALL
MEET WSDOE PARATION
REQUIREMENTS
EXISTING GRAPE AT
OF -WAY CENTERUNE
DSED GRADE
' -OF -WAY CI
)WAY CENTEF
6" PVC WA
t106 OR ±110 LF
R/W CEN RUNE ELEV.
i
1 — 47 CUT—IN-
I - v ire
1 — 6 GATE VAL & BLIND
1 — 6 GATE VL
1 — 6 4" REDUCE
THRUST BLOCKING
2 +UU
"CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG"
�L-- SS -
4
— _ y = r - --
3
•
346
344
342
340
CONSTRUCTION NOTES
O1 STA. ±1 +14.5 OR ±1 +18.6, 2.50' RT. (SEE NOTE THIS SHEET
REGARDING TIE —IN LOCATION); INSTALL:
1 — 6" TEE (STAINLESS STEEL)
1 — 6" GATE VALVE (FLxMJ)
THRUST BLOCKING
CONNECT TO EXISTING 6" AC WATER MAIN PER DETAIL ON SHEET
C2.2. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE,
PIPE SIZE, AND DEPTH OF EXISTING MAIN AT CONNECTION POINT
AND COORDINATE WITH THE CITY OF YELM PUBLIC WORKS
INSPECTOR PRIOR TO CONSTRUCTION START.
OINSTALL 6 "0 PVC C900 WATER MAIN PER PLAN AND PROFILE.
MAINTAIN MIN. 42" COVER OVER WATER MAIN. PROVIDE TRENCH
RESTORATION PER DETAIL ON SHEET C1.7.
OSTA. 2 +25.00, 2.50' RT.; INSTALL.•
1 — 6" TEE
1 — 6" GATE VALVE & BLIND FLANGE (EAST SIDE OF TEE) (FOR
FUTURE EXTENSION)
1 — 6" GATE VALVE (NORTH SIDE OF TEE)
1 — 6 "x4" REDUCER (NORTH SIDE OF GATE VALVE)
THRUST BLOCKING
O4 INSTALL 4NO PVC WATER MAIN PER PLAN AND PROFILE. MAINTAIN
MIN. 42" COVER OVER WATER MAIN. PROVIDE TRENCH RESTORATION
DETAIL ON SHEET C1.7.
OSTA. 2 +25.00, 0.9' LT.; INSTALL:
1 — 4" TEE (STAINLESS STEEL)
THRUST BLOCKING
CONNECT TO EX. 4" AC WATER MAIN PER DETAIL ON SHEET C2.2.
CONTRACTOR TO FIELD VERIFY EXACT LOCATION, PIPE TYPE, PIPE
SIZE, AND DEPTH OF EXISTING MAIN AT CONNECTION POINT AND
COORDINATE WITH THE CITY OF YELM PUBLIC WORKS INSPECTOR
PRIOR TO CONSTRUCTION START.
OSTA. 2 +22.50, 6.00' LT. (FRONT OF WATER BOXES); INSTALL:
1.5NO WATER SERVICE LINE, DOMESTIC AND IRRIGATION METER
BOXES (DUAL SERVICE), AND SETTERS PER PLAN AND DETAILS ON
SHEET C2.2. INSTALL TWO BOLLARDS IN FRONT OF BOXES PER
DETAIL ON SHEET C2.4. EXTEND 1 "0 DOMESTIC SERVICE LINE TO
BUILDING (COORDINATE LOCATION AT BUILDING WITH BUILDING
CONTRACTOR). SEE IRRIGATION PLANS FOR 1.0 IRRIGATION SERVICE.
CITY CREW WILL INSTALL 5/8" DOMESTIC AND 5/8" IRRIGATION
METERS ONCE INSTALLATION FEES HAVE BEEN PAID TO THE CITY,
AND APPROVED DOUBLE CHECK VALVE ASSEMBLY (BEHIND
IRRIGATION METER) AND REDUCE PRESSURE BACKFLOW ASSEMBLIES
HAVE BEEN INSTALLED BY THE CONTRACTOR.
O7 INSTALL 1`0 CITY APPROVED BACKFLOW PREVENTION DEVICE
METER.
(WILKINS STALL EATEDPENCLOSURE (HOT BOX HB 1ORR N
EQUAL)
OVER RPBA PER MANUFACTURER'S INSTALLATION GUIDELINES.
COORDINATE CONDUIT LOCATION /SIZE WITH ELECTRICAL
CONTRACTOR.
ORELOCATE EX. WATER METER BOX, SETTER, ETC. (FRONT OF BOX
TO BE MIN. 1' OFF EDGE OF NEW PAVEMENT). CONNECT SERVICE
TO NEW 6 "0 PVC WATER MAIN. INSTALL CONCRETE COLLAR
AROUND BOX (SEE DETAIL 6 -11 ON SHEET C2.2 FOR REFERENCE).
ORELOCATE EX. FIRE HYDRANT. INSTALL ±12 LF 6 "0 D.I. PIPE
FROM END OF EX. SPOOL TO NEW HYDRANT LOCATION. SEE FIRE
HYDRANT DETAIL ON SHEET C2.2 FOR REFERENCE. MAINTAIN MIN.
42" COVER OVER PIPE AND PROVIDE MIN. 6" SAND CUSHION
BETWEEN WATER PIPE AND NEW STORM PIPE WHERE THEY CROSS.
HYDRANT FLANGE ELEVATION = ±346.9
HYDRANT STATION & OFFSET = STA. 9 +67.98, 13.90' RT.
C�Do
10 STA. 2 +10.002.5' LT.; INSTALL:
TAP INTO EX. 4 "fib PVC STEP MAIN AND INSTALL ±53 LF 200 PVC
-099@ STEP SERVICE LINE WITH SOLVENT WELD JOINTS FROM MAIN
.�G TO STEP TANK AND A SERVICE BOX PER DETAIL ON SHEET C2.3.
PROVIDE 24" MINIMUM COVER OVER PIPE. CONTRACTOR SHALL
FIELD VERIFY LOCATION, DEPTH, AND SIZE OF EXISTING STEP MAIN
PRIOR TO CONNECTION. TAP SHALL BE PERFORMED BE AN
APPROVED TAPPING COMPANY. SERVICE BOX SHALL REMAIN
ACCESSIBLE.
GINSTALL 1,500 GALLON CONCRETE STEP TANK. PUMP, AND
CONTROL PANEL PER DETAILS ON SHEET C2.3. THE SYSTEM SHALL
BE AN INTRINSICALLY SAFE SIMPLEX PUMPING SYSTEM WITH A 20
GPM PUMP. COORDINATE EXACT LOCATION OF CONTROL PANEL
WITH BUILDING CONTRACTOR. THE PANEL SHALL BE WITHIN SIGHT
OF THE STEP TANK AND IT IS RECOMMENDED THE PANEL NOT BE
ATTACHED TO A "LIVING SPACE" OF THE BUILDING. A HOSE BIB IS
REQUIRED WITHIN 50' OF THE STEP TANK AND IT CANNOT BE FED
FROM THE IRRIGATION SYSTEM.
STA. 9 +06.00, 109.5' RT. (CENTER OF TANK)
RIM = 347.40 (MUST BE HIGHER THAN SURROUNDING GRADE)
IE= 342.40 (6" IN)
THE STEP LINE AND STEP TANK WILL BE OWNED AND OPERATED
BY THE CITY OF YELM FROM THE TANK TO THE ALLEY
RIGHT —OF —WAY LINE.
12 INSTALL 15 LF 6"O SANITARY SEWER LATERAL FROM STEP TANK
TO BUILDING. INSTALL 6"O CLEANOUT 2' OUT FROM BUILDING AND
SET RIM TO FINISHED GRADE. MIN. S = 0.02 FT/FT. COORDINATE
SERVICE LOCATION AND ELEVATION WITH BUILDING CONTRACTOR.
IE= ±342.7 (AT BUILDING)
GENERAL WATER NOTES
1. DEFLECTION OF THE WATER MAIN IS NOT TO EXCEED
MANUFACTURER'S SPECIFICATIONS.
2. CONTRACTOR SHALL EXPOSE CONNECTION POINTS, VERIFY
FITTINGS, AND NOTIFY CITY OF YELM PUBLIC WORKS INSPECTOR
AND AFFECTED PROPERTY OWNERS A MINIMUM OF 72 -HOURS
PRIOR TO ANY SHUTDOWNS.
3. CONTRACTOR SHALL INSTALL SLEEVING AS NEEDED FOR
IRRIGATION LINES. COORDINATE SLEEVING SIZES AND LOCATIONS
WITH LANDSCAPE CONTRACTOR.
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JOB NUM
ER:
1400I
DRAWING
AME:
14009_
TIL
C2
1
SHEET. 11
F 14