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A PORTION OF THE SOUTHEAST AND THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER,
OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M.,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
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TAX PARCEL N0. i _"`" PROPOSED TRANSMISSION AND COUNTERMEASURE AREA
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AT PROPERTY LINE HEAVY TRUCK 0
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30EARRZONEISS[OY� !L A OLATI O�V
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_ N37 29 02 W � 71ITd
5` ACCESS DOOR
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TAX PARCEL NO. /
64300700600 /
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ST : ZONED: INDUSTRIAL ,
LAND DESCRIPTION:
PER TITLE REPORT ISSUED BY FIRST AMERICAN TITLE
INSURANCE COMPANY, GUARANTEE NUMBER 4299-1275387
DATED AUGUST 19, 2008.
THE SOUTHWESTERLY 245.18 FEET OF LOT 5, BLOCK 7,
MCKENNA IRRIGATED TRACTS, ACCORDING TO THE PLAT
THEREOF FILED IN VOLUME 9 OF PLATS, PAGE 43, IN
THURSTON COUNTY, WASHINGTON, EXCEPT THE
SOUTHWESTERLY 10 FEET THEREOF.
SURVEY NOTES:
1. BASIS OF BEARING ALL BEARINGS SHOWN HEREON ARE
BASED ON THE WASHINGTON STATE PLANE COORDINATE
SYSTEM, DAD 83/91, SOUTH ZONE.
ALL DISTANCES SHOWN HEREON ARE U.S. FEET GROUND.
COMBINED SCALE FACTOR: 0.999920710
2. VERTICAL DATUM NGVD 29 PER THURSTON COUNTY
BENCHMARK 839.
3. METHODOLOGY FIELD MEASUREMENTS FOR THIS SURVEY
WERE PERFORMED USING A LEICA TCRP 1203 TOTAL
STATION IN CONFORMANCE WITH ACCEPTED SURVEY
PROCEDURES AND / OR IN CONFORMANCE WITH STATE
STANDARDS AS SPECIFIED BY WAC- 332 - 130 -090. FIELD
MEASUREMENTS WERE ALSO PERFORMED USING A LEICA
SCANSTATION II SCANNER AND THE WASHINGTON STATE
CPS REFERENCE NETWORK.
4. MONUMENTATION VISITATION ALL SURVEY MONUMENTS AND
OTHER SURVEY MARKERS SHOWN HEREON WERE VISITED IN
SEPTEMBER, 2008.
5. INSTRUMENT CALIBRATION ALL MEASURING INSTRUMENTS
UTILIZED DURING THE COURSE OF THIS SURVEY HAVE
BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO
MANUFACTURES SPECIFICATIONS.
6. ENCUMBRANCES TITLE REPORT ISSUED BY FIRST
AMERICAN TITLE INSURANCE COMPANY, GUARANTEE
NUMBER 4299 - 1275387, DATED AUGUST 19, 2008 USED
FOR LAND DESCRIPTION AND ENCUMBRANCES OF RECORD.
ENCUMBRANCES IF PLOTTABLE, ARE SHOWN. NO FURTHER
SEARCH INTO THE TITLE WAS REQUESTED OR PERFORMED.
7. COUNTOR INTERVAL ONE FOOT.
DATUM:
BASIS OF BEARING: WASHINGTON STATE PLANE
COORDINATE SYSTEM,
HAD 83/91, SOUTH ZONE
VERTICAL DATUM: NGVD 29, PER THURSTON
COUNTY BENCHMARK 839
SEE ORIGINAL SURVEY FOR ADDITIONAL DETAIL.
Rp AWING
SHEET
TITLE:
NAME
NO:
NO:
PROJECT
MANAGER
LESLIE WRIGHT
D -15230
LESLIE,WRIGHT @PSE.COM
1
SITE PLAN 'AND GENERAL NOTES
425- 213 -2836
0 -15231
ELECTRICAL
1
SURVEY (T1)
CHRIS.HAN000K @PSE.COM
CONSTRUCTION
MANAGER
TOM KERFONTA
2
SURVEY (T2)
PERMITTING
D -15232
253 - 476 -6295
1
TEMPORARY IEROSION /SEDIMENT CONTROL
PLAN "SOUTH END"
2
TEMPORARY [EROSION /SEDIMENT CONTROL
PLAN "NORTH END"
3
TEMPORARY !EROSION /SEDIMENT CONTROL
DETAILS
D-
15232 -R
4
DEMOLITION & REMOVAL PLAN
D -15233
1
GRADING, FENCING AND DRAINAGE PLAN
"SOUTH END"
2
GRADING, FENCING AND DRAINAGE PLAN
"NORTH END"
3
GRADING AND FENCING SECTIONS
4
GRADING AND FENCING DETAILS
5
DRAINAGE SECTIONS AND DETAILS
D -15236
1
LANDSCAPE PLAN
2
IRRIGATION PLAN
3
LANDSCAPE NOTES AND DETAILS
4
IRRIGATION[ NOTES AND DETAILS
RECOMMENDED CONSTPUCTION SEQUENCE
1. PRE - CONSTRUCTION MEETIN(;
2. INSTALL TESC MEASURE PEER THE TEMPORARY EROSION /SEDIMENT CONTROL
PLAN & DETAILS. MODIFY AND UPDATE THE CONSTRUCTION STORMWATER
POLLUTION PREVENTION PLAN (SWPPP) WEEKLY OR AS NEEDED TO MEET THE
SITE CONDITIONS AND NPDIES PERMIT REQUIREMENTS.
3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE
NUMBER OF CONTRACTOR CESCL SUPERVISOR.
4. COORDINATE DEMOLITION AIND REMOVAL ACTIVITIES WITH ESE OPERATIONS
AND ENERGIZED MOBILE SUIBSTATION.
5. HAUL DEBRIS, TIRES AND IREFUGE FROM PROPERTY TO AN APPROVED DISPOSAL
FACILITY.
6. CLEAR AND GRUB AS NEEDED TO PERFORM WORK.
7, CONSTRUCT SUBSTATION FOUNDATIONS, ERECT STRUCTURES AND INSTALL
EQUIPMENT AS NOTED ON PLANS.
8. REMOVE OLD AND INSTALL NEW PERIMETER PROPERTY FENCE PRIOR TO
ACCESS RESTRICTED BY INSTALLATION OF TRANSMISSION LINE AND
LANDSCAPE IMPROVEMENTS.
9. COORDINATE FINAL GRADING AND LANDSCAPE IMPROVEMENTS FOR
SOUTH ENTRANCE WITH REMOVAL OF MOBIL SUBSTATION.
10• UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE
STABILIZED AND BEST MANIAGEMENT PRACTICES REMOVED IF APPROPRIATE.
- 1 I 1
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SITE DATA:
SITE ADDRESS:
PARCEL N0:
ZONING:
TOTAL LAND AREA:
IMPERVIOUS AREAS:
EXISTING:
PROPOSED:
16302 RAILWAY ST SE
YELM WA 98597
64300700500
INDUSTRIAL
4.83 ACRES
% IMPERVIOUS
5,053 SF (0.12 Ac) 2.5%
6,915 SF (0.16 Ac) 3.3%
PSE CONTACTS
355 NE 110TH AVE NE, BELLEVUE WA. 98009 -0868
GROUP
NAME
PHONE
EMAIL
PROJECT
MANAGER
LESLIE WRIGHT
425 - 462 -3298
LESLIE,WRIGHT @PSE.COM
CIVIL P.E.
ROB STEWART
425- 213 -2836
ROB.STEWART @PSE.COM
ELECTRICAL
CHRIS HANCOCK
425- 691 -0951
CHRIS.HAN000K @PSE.COM
CONSTRUCTION
MANAGER
TOM KERFONTA
206 - 218 -6392
TOM.KERFONTA @PSE.COM
PERMITTING
ANDY MARKOS
253 - 476 -6295
ANDY.MARKOS@PSE.COM
CALL BEFORE
YOU DIG
Call: TOLL FREE
1- 800 - 424 -5555
4
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3
REVISION DESCRIPTION: WO NUMBER: 101062886
ASi -BUILT
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EROSION AND SEDIMENT CONTROL NOTES
1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE
DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES. UITILITIES, ETC.).
2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES
IS THE RESPONSIBILITY OF THE APPLICANT /ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED.
3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAF`E (OR FENCING, IF REQUIRED) PRIOR
TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE QLEARING LIMITS SHALL BE
PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
4. STABILIZED CONSTRUCTION EXITS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF
THE PROJECT. ADDITIONAL MEASURES, SUCH AS WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS
ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO
ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED.
6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION
PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING
SITE CONDITIONS (E.G.. ADDITION COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER
PROTECTION, ETC.).
T. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING.
WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR
SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING,
PLASTIC COVERING, ETC.).
9. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN (24) HOURS FOLLOWING
A STORM EVENT.
11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BA�SIN. ALL CATCH BASINS AND
CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE
DOWNSTREAM SYSTEM.
12. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION
CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN
INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES (ARE AT LEAST THREE FEET
ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. -
13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL,
14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1). ALL DISTURBED AREAS SHALL BE REVIEWED TO IDRNTIFY WHICH ONES CAN BE SEEDED
IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BIEGINNING OF THE WET SEASON.
.5 aKFrrH MAP nF THUSF AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DOES INSPECTOR.
c:«p"ork1ng*proj eatw l seftdch l WmM 3746 t0 -15232 01.ogn
20 0 20 40 80
GRAPHIC SCALE
( IN FEET)
CONCRETE HANDLING:
CONCRETE TRUCK CHUTES, PUMPS, AND INTERNALS SHALL BE WASHED OUT ONLY
INTO ECO -PAN.
UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE RETURNED TO
THE ORIGINATING BATCH PLANT FOR RECYCLING.
HAND TOOLS INCLUDING, BUT NOT LIMITED TO, SCREEDS. SHOVELS, RAKES,
FLOATS, AND TROWELS SHALL BE WASHED OFF ONLY INTO ECO -PAN.
CONTAINED CONCRETE SHALL BE DISPOSED OF IN A MANNER THAT DOES
NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS.
CONTAINERS SHALL BE CHECKED FOR HOLES IN THE LINER DAILY DURING CONCRETE
POURS AND REPAIRED THE SAME DAY.
1
5
9
LS 16210 DOWN O.S"
TEMPORARY S1IE BENCHMARS
ELEV. = 341.02'
DRAWINGS NOTES
1. MOBILE SOBSIAT[ON AND TEMPORARY -ENCE SHA_L BE
*.NSTAL-ED BY PSE CREWS PRIOR TO CON- RACTOR MOBILIZATION.
2. SIGNED PERMISSION TO CLEAR AND GRUB MR. DEW=Y CLAWSON PP.OPE =TY
OF INVASIVE VEGETATION AND A DISEASED TREE WAS OBTAINEU ON
AUGUST 8, 2010.
CALL LEFUIR'E_
You O t
>' Ca 11: TOLL FRLp
1- 800 - 424 -5555
REVISION DESCRIPTION: WO NUMBER:
1 01 0628 86
TEMPORARY EROS I
ON /SED I iviENT
AS -BUILT
CONTROL PLAN "SOUTH
ENJD"
YELM SUBSTATION
DATE (M /D /Y)
PUGEi
SUBSTATION
DRAWING NO
REV
CAD
Ec '»,NHL
to / €5 / 13
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ENERGY
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-- - - - - -- PROPERTY LINE
HIGH VISIBILITY
® CONSTRUCTION FENCE
FOUNDATIONS (REF ONLY)
GRAVEL DRIVEWAY
(SEE DRAWING D- 15233)
1 DETAIL NUMBER
33 SHEET NUMBER WHERE
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REVISION DESCRIPTION: IWO NUMBER: X101062866
AS,-BUILT
DATE (M /D /Y)
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YEILM SUBSTATION
PUGET �— SUBSTATION DRAWING N0
�'0h `.`•. SOUND ENGINEERING -1 52 °- 2
ltr ENERGY DEPARTMENT �� +
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LEGEND
- -•- °°° °' LIMITS OF CLEARING
-- - - - - -- PROPERTY LINE
HIGH VISIBILITY
® CONSTRUCTION FENCE
FOUNDATIONS (REF ONLY)
GRAVEL DRIVEWAY
(SEE DRAWING D- 15233)
1 DETAIL NUMBER
33 SHEET NUMBER WHERE
DETAIL CAN BE FOUND
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REVISION DESCRIPTION: IWO NUMBER: X101062866
AS,-BUILT
DATE (M /D /Y)
CAID
ENIGINEER
REVIEWED !0 /I / /3
APPROVED )'AIL I O /2B/ 13
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CON_'O ROL PLAN "NORTH END"
YEILM SUBSTATION
PUGET �— SUBSTATION DRAWING N0
�'0h `.`•. SOUND ENGINEERING -1 52 °- 2
ltr ENERGY DEPARTMENT �� +
SHEET: OF _
SCALE: 1 " 20 —0" CLASS: SITE
CAOO NO: D-1 523202. dgn coDE.
2
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INSTALL DRIVEWAY CULV
IS A ROADSIDE DITCH P
PER CITY /COUNTY ROAD
'_V15TlNG RoAO
2x2 WOOD POST
FENCING
MATERIAL
e
a
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3 2
5
IT IS RECOMMENDED THAT THE EXIT BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD
MAINTENANCE STANDARDS
1. CU,ARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
2. IF THE EXIT IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN
ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE
STIREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A
WHIEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON THE AREA COVERED WITH CRUSHED ROCK,
AN[D WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.
3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING.
THEE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON -SITE. THE PAVEMENT
SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND
THEERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, THE CONSTRUCTION
OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP.
4. ANY ROCK SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE
REIMOVED IMMEDIATELY.
...... ..,_ ___ ..._..I OF
INGRESS /EGRESS AREA
PLAN VIEW
STAPLE TOP TIE
SELF - LOCKING TIE NYLON
�6/6 (MIN. GRADE). 50# MIN.
TENSILE STRENGTH, UV STABILIZED.
STEEL T -BAR POST
SELF - LOCKING TIE - NYLON 6/6 (MIN. GRADE),
FENCING 50u MIN. TENSILE STRENGTH, UV STABILIZED
MATERIAL
\ / \
6A_0AA
MAX
e
ENVIRONMENTALLY
SENSITIVE AREA
BOUNDARY
STEEL T -BAR POST
TYPICAL SECTION A
ENSITY POLYETHYLENE OR
OPYLENE MESH, AND SHALL
RESISTANT, ORANGE COLOR
WORK
AREA
ISOMETRIC
HIGH VISIBILITY FENCE3
0
I
B 7 6
c: pwwork i ngwprol ectwT se"dah I dms13716+D- 15232.03. dgn
ELEVATION
FENCE O1, SLOPE
NOTES
1. POST SHALL HAVE SUFFICIENT STRENGTH AND DURABILITY
TO SUPPORT THE FENCE THROUGH THE LIFE OF THE PROJECT.
IN
4
3FT LONG
2'x2" WOODEN STAKE
_3" MIN
STRAW WATTLE 4" MAX
TRENCH
(SEE NOTE 1)
zx
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N 11'1
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T
A, I,etl
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NOTES
1. WATTLES SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION
INSTALL WATTLES ALONG CJNTOURS. INSTALLATION SHALL
BE IN ACCORDANCE WITH STANDARD SPECIFICAT4,N
2. SECURELY KNOT EACH END OF JATTLE. ABGT ADJACENT WATTLES
TIGHTLY, END TO END, WITHC T OVERLAPPING THE ENDS.
3. PILOT HOLES MAY BE DRIVEN THROUGH THE WATTLES AND INTO THE
SOIL WHEN SOIL CONDITIONS REQUIRE.
4. WATTLES SHALL BE INSPECTED REGULARLY. AN- IMMEDIATELY AFTER
A RAINFALL PRODUCES RUNOFF, TO ENSURE THEY REMAIN THCROUGHLY
ENTRENCHED AND IN CONTACT WITH THE SOIL.
STRAW WATTLE DETAIL
I
I
RECOMMENDED TESC CONSTRUCTION SEQUENCE
1. PRE - CONSTRUCTION MEETING.
2. FLAG OR FENCE CLEARING LIMITS.
3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAM- AND
NUMBER OF CESD SUPERVISOR.
4. INSTALL CONSTRUCTION EXIT(S).
5. INSTALL PERIMETER PROTECTION (STRAW WATTLES, BRUSH
BARRIER, ETC.)
6. CONSTRUCTION SURFACE WATER CJNTROLS (SEDIMENT -iT APS.
INTERCEPTOR DITCH, ETC.) SIMULTANEJUSLY WITH QJLARING
AND GRADING FOR PROJECT DEVELCPMENT.
7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH
THE NPDES PERAdIT AND STANDARDS AFD MANUFACIGRE H'S
RECOMMENDATIONS.
8. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL
MEASURES 0A2 INSTALL NLW MEASURES SO AS SITE CUNDITIONS
CHANGE THE EROSION AND SEDIMENT CONTRO_ IS ALWAYS IN
ACCORDANCE WITH THE NPGES 'F_RMII AND CITY STA?DARDS.
9. COVER ALL AREAS THAT WILL BE UNWORKED FOR f0P T-i \N
SEVEN DAYS DJRING THE THE D Y SEASON OR TWO ..,,YA _'UrItN'3 THE
WET SEASON WITH STRAW, WOOD FIBEH MULCH, COMPOST
PLASTIC SHEETING OR EQUIVALENT.
10. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN
DAYS.
11. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN
30 DAYS.
12. UPON COMPLETION OF THE PROJECT. ALL DISTURBED AREAS
MUST BE STABIL[ZED AND BEST MANAGEMENT PRACTICES
REMOVED IF APPROPRIATE.
REVISION DESCRIPTION: TWO NUMBER: 101002886
AS -BUILT
CAD
ENGINEER
REVIEWED
APPROVED
'C>AHl_
Io/ a/
16 / q /
I /28/
TEMPORARY EROSICNXXSEDIiv1EN
CONTROL PLAN DETAILS
YELM SUBSTATION
PUGET SUBSTATION DRAWING No REV No�'
rr°aI- SOUND ENGINEERING F _ 527' C_
1A� OF 2
ENERGY DEPARTMENT
�' SHEET: OF 4
SCALE: NONE CLASS: SITE FILE 11 j
CADD NO: 0= :5232_03.dgn CODE:
2
B
in
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e
�
e
ENVIRONMENTALLY
SENSITIVE AREA
BOUNDARY
STEEL T -BAR POST
TYPICAL SECTION A
ENSITY POLYETHYLENE OR
OPYLENE MESH, AND SHALL
RESISTANT, ORANGE COLOR
WORK
AREA
ISOMETRIC
HIGH VISIBILITY FENCE3
0
I
B 7 6
c: pwwork i ngwprol ectwT se"dah I dms13716+D- 15232.03. dgn
ELEVATION
FENCE O1, SLOPE
NOTES
1. POST SHALL HAVE SUFFICIENT STRENGTH AND DURABILITY
TO SUPPORT THE FENCE THROUGH THE LIFE OF THE PROJECT.
IN
4
3FT LONG
2'x2" WOODEN STAKE
_3" MIN
STRAW WATTLE 4" MAX
TRENCH
(SEE NOTE 1)
zx
E E
N 11'1
z
o �
T
A, I,etl
-E
NOTES
1. WATTLES SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION
INSTALL WATTLES ALONG CJNTOURS. INSTALLATION SHALL
BE IN ACCORDANCE WITH STANDARD SPECIFICAT4,N
2. SECURELY KNOT EACH END OF JATTLE. ABGT ADJACENT WATTLES
TIGHTLY, END TO END, WITHC T OVERLAPPING THE ENDS.
3. PILOT HOLES MAY BE DRIVEN THROUGH THE WATTLES AND INTO THE
SOIL WHEN SOIL CONDITIONS REQUIRE.
4. WATTLES SHALL BE INSPECTED REGULARLY. AN- IMMEDIATELY AFTER
A RAINFALL PRODUCES RUNOFF, TO ENSURE THEY REMAIN THCROUGHLY
ENTRENCHED AND IN CONTACT WITH THE SOIL.
STRAW WATTLE DETAIL
I
I
RECOMMENDED TESC CONSTRUCTION SEQUENCE
1. PRE - CONSTRUCTION MEETING.
2. FLAG OR FENCE CLEARING LIMITS.
3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAM- AND
NUMBER OF CESD SUPERVISOR.
4. INSTALL CONSTRUCTION EXIT(S).
5. INSTALL PERIMETER PROTECTION (STRAW WATTLES, BRUSH
BARRIER, ETC.)
6. CONSTRUCTION SURFACE WATER CJNTROLS (SEDIMENT -iT APS.
INTERCEPTOR DITCH, ETC.) SIMULTANEJUSLY WITH QJLARING
AND GRADING FOR PROJECT DEVELCPMENT.
7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH
THE NPDES PERAdIT AND STANDARDS AFD MANUFACIGRE H'S
RECOMMENDATIONS.
8. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL
MEASURES 0A2 INSTALL NLW MEASURES SO AS SITE CUNDITIONS
CHANGE THE EROSION AND SEDIMENT CONTRO_ IS ALWAYS IN
ACCORDANCE WITH THE NPGES 'F_RMII AND CITY STA?DARDS.
9. COVER ALL AREAS THAT WILL BE UNWORKED FOR f0P T-i \N
SEVEN DAYS DJRING THE THE D Y SEASON OR TWO ..,,YA _'UrItN'3 THE
WET SEASON WITH STRAW, WOOD FIBEH MULCH, COMPOST
PLASTIC SHEETING OR EQUIVALENT.
10. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN
DAYS.
11. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN
30 DAYS.
12. UPON COMPLETION OF THE PROJECT. ALL DISTURBED AREAS
MUST BE STABIL[ZED AND BEST MANAGEMENT PRACTICES
REMOVED IF APPROPRIATE.
REVISION DESCRIPTION: TWO NUMBER: 101002886
AS -BUILT
CAD
ENGINEER
REVIEWED
APPROVED
'C>AHl_
Io/ a/
16 / q /
I /28/
TEMPORARY EROSICNXXSEDIiv1EN
CONTROL PLAN DETAILS
YELM SUBSTATION
PUGET SUBSTATION DRAWING No REV No�'
rr°aI- SOUND ENGINEERING F _ 527' C_
1A� OF 2
ENERGY DEPARTMENT
�' SHEET: OF 4
SCALE: NONE CLASS: SITE FILE 11 j
CADD NO: 0= :5232_03.dgn CODE:
2
B
E -
D -
C _f'
L3
SECTION 199 TOWNSHIP 17 NORTH, RANGE 2 E
AST, W.M.
CLEAR TO NEIGHBORS U TRIMMED � LEGEND
GRASS LINE
- REMOVE 792 FEET OF EXISTING (SEE NOTE 8J �y
,._, '-[M[TS OF CLEARING
- PERIMETER 4' HOGWIRE FENCE .. �.a. .......__ ..
AND FENCE FOOTINGS m_- - - - -_- PROPERTY I INE
(SEE NOTE 9 ) ' "�
-_----_—_—_-- _-- _— _— _— _— _— _--- _— _-- ____ - -- ----- - - - --- - -- - --� RE hIOAC STEEL FFNC.,,_
___...... .. ..., _..... �_..._r., _, -, __ _. .._......:,.. ' —_— _— _— _---- ®-- _ —_ -- ®- ®_ ® -__ ®- s POST AND TONC,FrL BASE
REMOVE STUMPS AND GRUB
LIMITS OF CLEARING ASSOCIATED HOIST SYSTEM D O RL'�10 C S -LP PS :IVD
y� ROOT IC rFi JT REPTH
r
0
0
m
V
n
0
N
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j REMOVE 236 FEET OF
�/ EXISTING PERIMETER
4' HOGWIRE FENCE AND
FENCE FOOTINGS AT
-NORTH END OF PROPERTY
(SEE NOTE 9)
(REMOVE 555 FEET OF EXISTING
PERIMETER 4' HOGWIRE FENCE
AND FENCE, FOOTINGS
REMOVE STAND /¢
OF SMALL TREES
LOCATED MID -FIELD
OF PASTURE REMOVE EXISTING
UTILITY POLE REMOVE EXIST
(SEE NOTE 7) UTILITY VAUL
REMOVE EXISTING
UTILITY VAULT
REMOVE EXISTING ,
CONCRETE SLAB v' !.
MOVE STOCKPILE -
UTILITY POLES
DRAWING NOTES
1. REMOVE DRIVEWAY GRAVEL AND BASE MATERIAL
UP TO 12 INCHES BELOW PROPOSED GRADE IN
AREAS PROPOSED FOR LANDSCAPING. LOOSEN
SOILS TO REDUCE COMPACTION TO 857 PROCTOR.
RESTORATION SHALL BE PER THE LANDSCAPE PLAN.
2. CLEAR AND GRUB LAWN AREAS TO A MINIMUM
6 -INCH DEPTH. CONTRACTOR MAY CHOOSE TO
MAINTAIN LAWN AREAS NOT IMPACTED BY
CONSTRUCTION TO CONTROL EROSION FROM SITE.
3. REMOVE ALL LANDSCAPE TREES AND SHRUBS
(NOT SHOWN) WITHIN CONSTRUCTION LIMITS
GRUB TO MINIMUM 12" DEPTH.
4. TREES NOTED FOR REMOVAL SHALL INCLUDE THE
STUMP AND ALL ROOTS GREATER THAN 1 INCH TO A
DEPTH OF 3 FEET BELOW GRADE. (ONLY TREES 8 -INCH
DIAMETER OR GREATER HAVE BEEN SHOWN ON
SURVEY. STUMPS FOR SMALLER TREES MUST ALSO
BE REMOVED AS INDICATED.)
5. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL
AND DISPOSAL OF ALL GARBAGE, TIRES AND
NON- STRUCTURAL DEBRIS ENCOUNTERED WITHIN
PROPERTY LIMITS AS DEFINED BY PSE'S
CONSTRUCTION MANAGER. ASSUME TWO 3 -TON DUMP
TRUCK LOADS FOR PROJECT DURATION. COORDINATE
STOCKPILE LOCATION WITH PSE CONSTRUCTION
MANAGER.
8
a*pxMOrki ngTproj ecTwi se+edahlMms137A6*D -15272 04.dgn
REMOVE EXISTING
AND CONCRETE PIL
i
iMIDDLE
El
REMOVE EXISTING -`�
- REMOVE EXISTING
: FOUNDATIONS UTILITY POLE
(SEE NOTE 7) — - -
.. V
K ��'..
V 1� w -
/6
REMOVE EXISTING
UNDERGROUND
POWER
REMOVE. EXISTING STATION CHAIN LINK /
FENCE, FENCE FOOTINGS AND GATES REMOVE EXISTING
GRAVEL DRIVEWAY /Y
(SEE NOTE 1) i �N REBAR AND GAP
j'
ITS 16210 DOWN C 3'
/ TEMPORARY SITE BFNCHMARK
-� A ELEV. = 341.b2
REMOVE EXISTING
GRAVEL (TYR)
( SEE NOTE 6 )
REMOVE 130 FEET OF EXISTING ,
..__ FENCE AND FENCE FOOTINGS > '
_.,...__.�._.. e,._ ..._.:..,�.,...,
(SEE NOTE 9)
_ - - -- ------------- - - - - -- - - ,i - 0
6. CONTRACTOR MAY SCRAP EXISTING YARD ROCK
AND STOCKPILE FOR USE ON FINAL STATION YARD
PROVIDED THE MATERIAL IS FREE OF FINES AND ORGANIC
MATERIAL. MUST BE ACCEPTED E3Y PSE CONSTRUCTION
MANAGER.
7. REMOVE AND DISPOSE OF UTILITY POLES AND
ASSOCIATED ANCHORS. OVERHEAD UTILITIES
SERVICE TO BE RELOCATED BY (OTHERS PRIOR
TO MOBILIZATION. VERIFY WITI1 CONSTRUCTION
MANAGER.
8. EAST NEIGHBOR, MR. CLAWSON, HAS GRANTED PSE
PERMISSION TO CLEAR AND GRUO THE OVERGROWTH
OF BLACK LOCUS TREES THAT EXTEND INTO HIS PROPERTY.
TREES WITHIN THE COORDINATEID LIMITS HAVE BEEN REMOVED.
CONTRACTORS SHALL CLEAR AND GRUB STUMPS AND ROOTS TO
3 -FOOT DEPTH. COORDINATE LIIMITS WITH PSE CONSTRUCTION
MANAGER.
9. REMOVAL AND REPLACEMENT OF IPERIMETER FENCE WILL
REQUIRE TRIMMING AND POTENTIAL REMOVAL OF VEGETATION.
CONTRACTOR SHALL INCLUDE THIS EFFORT WITH FENCE WORK.
10. SCOTCH BROOM VEGETATION SHALL BE CUT TO GROUND AND
REMOVED. APPROPRIATE WEED CONTROL SHALL BE UTILIZED
PER MANUFACTURER RECOMMENDATIONS TO CONTROL
REESTABLISHMENT. CONTRACTOR SHALL CONFIRM LIMITS
OF VEGETATION MANAGEMENT WITH PSE CONSTRUCTION MANAGER.
1
7
I
6
20 0 20 40 80
GRAPHIC SCALE
( IN FEET)
3
G
CALL BE.FGH
YOU DIG
CaIIo TOLL FLEE
1- 800 - 424 -5555
REMOVAL WO# 108064155
REVISION DESCRIPTION: WO NUMBER: 1.01062886
AS-BUILT
DEMOL I `k ION & R Ea�Or`�� A\L PL',—', ti I,
Y E'' M S U B ;y Ts'�, ; ION
DRAWING NO REV NO
,HEET: 4 OF 4 4
I S ' l7: .� —..
CODE_
E
DATE (M /D /Y)
PUGET
p� SOUND
" ENERGY
SUBSTATION
ENGINEERING
DEPARTMENT
GAD
'E. vA"E__
10/8 /15
EPVGINEER
/ /
RIE VIEWED
10 / i //3
SCALE: 1" = 20' -0"
CLASS: SITE
APPROVED
3
CARD NO: D- 15232.04.agn
2 .1
DRAWING NO REV NO
,HEET: 4 OF 4 4
I S ' l7: .� —..
CODE_
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SECTION 199 TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M.
W
Z
- J UJ
W
a00
WELDED WIREe M ._, ___ ... ,. . .' -
FENCE 4 � ...
(SEE NOTE 4) ~ 8.00' FUTURE On
_ -- -_- -- N37 29'02 "W 907.59' (C) W 0 +- RIGHT -OF -WAY
-'R - - -_ - -_ -_- - -- - -- - -- - -- - -_ - -_
A �i �c i� A' it -x
w � . -x :...,....x., -- �---- R---- �z---- � - - -�- max°--- �--- �-- - -r --� '
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LIMITS DF CLEARING
CB#X2
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LIMITS OF CLEARING (TYP)
F-
6 N
w N
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_____ w
_ __ - ____
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N
2 3
5 5
20.00' WIDE
30.00' WIDE
20.00'WIDE%
rn
'�
GRAVEL
- - -
w
DRIVEWAY j
4
4
00 0o
4
7
NORTH -SOUTH BASELINE
- -i -- --1 END CAP
-
_IRRIGATION
WOOD ISOLATION
q
I
..0_IS%
M zoo
38 EQUAL SECTIONS = 380.00' ¢0
CONTROL BOX
FENCE WITH
3' ACCESS GATE
338.30
0o
t
(.O __ __. _. _...._ _ .._.._ -_ - _... _- 93. 03'
286.97 - _ --
. �`TMPITS -OF CLEARING a - - -- l� 1.00
STATION SERVICE' e30 LINEAL FOOT -fr � Iw
Q PAD MOUNT TRANSFORMER 5 INFILTRATION OUTFALL w d (S PVC SLEEVE
� 341.4 � (SEE ELECTRICAL PLAN) TRENCH EL- 337.90 a
(SEE IRRIGATION
w
LIMITS DF CLEARING
CB#X2
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m
4" PVC SLEEVE
6 N
w N
�I
_____ w
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2 3
5 5
20.00' WIDE
30.00' WIDE
20.00'WIDE%
STATION GATES
'�
GRAVEL
- - -
w
DRIVEWAY j
4
4
Z
4
DETAIL ,..,N D, FOUND T
NORTH -SOUTH BASELINE
- -i -- --1 END CAP
-
7 6" GATE
STATION -e VALVE
ELEVATION -
J................ ..v.; r - - - - - -� 341 .40 PIPESai l.O% SLOPE80 PVC
Z
NO SLOPE I
U �: li i_I F_i I` O EL '13J.80
E_ I ___ l _II N• 639814 40 35 LF
-'III PLAN) --
Tj 24.00' WIDE
'^ STATION GATES
4
NI q
Flo
�lo EDGE OF
iN PAVEMENT
(TYP)
` CB #1
SEE SCHEDULE -
20.00' WIDE 2
20.00'WIDE STATION GATES 5' SHOULDER
GRAVEL �1 (TYP AROUND 4
DRIVEWAY 341.4 t-1. STATION)
ki
.,... _....
15.00,
LIMITS OF CLEARING (TYP)
- - -'x--- ---_'---_- --'-- -�-- --- --�- -- -�---�- --- ---
GRADING NOTES
1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF
POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS
NOTED ON THE PLANS.
2. MAXIMUM SLOPE STEEPNESS SHALL BE 2:1 HORIZONTAL:NERTICAL FOR CUT AND
FILL SLOPES.
3. UNLESS OTHERWISE SPECIFIED, ALL EMBANKMENTS IN THE PLAN SET SHALL BE
CONSTRUCTED IN ACCORDANCE WITH SECTION 2- 03.3(14)B OF THE WSDOT STANDARD
SPECIFICATIONS. EMBANKMENT COMPACTIONS SHALL CONFORM TO SECTION
2- 03.3(14)C, METHOD B OF SAID STANDARD SPECIFICATIONS.
4. EMBANKMENTS DESIGNED TO IMPOUND WATER SHALL BE COMPACTED TO 95% MAXIMUM
DENSITY PER SECTION 2- 03.3(14)C, METHOD C OF WSDOT STANDARD SPECIFICATIONS.
5. ALL AREAS RECEIVING FILL MATERIAL SHALL BE PREPARED BY REMOVING VEGETATION,
NONCOMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIAL, BY SCARIFYING THE
SURFACE TO PROVIDE A BOND WITH THE NEW FILL, AND WHERE SLOPES ARE STEEPER
THAN 3 HORIZONTAL TO 1 VERTICAL AND THE HEIGHT IS GREATER THAN 5 FEET,
BY BENCHING INTO SOUND COMPETENT MATERIAL AS DETERMINED BY SOILS ENGINEER.
6. GRADE BREAK LINES INDICATE A TRANSITION IN GRADE SLOPES. GRADE TO DRAIN AS
NOTED BY SLOPE DIRECTION SYMBOLS. PROVIDE AN EVEN 4" OF YARD. ROCK INSIDE
STATION FENCE OVER GRADEED SUBBASE.
7. YARD ROCK MAY BE DEEPER FOR A 1 -FOOT PERIMETER AROUND FOUNDATIONS TO MAINTAIN
1 -INCH DIFFERENCE BETWEEN ROCK AND TOP OF FOUNDATIONS.
WELDED WIRE e
FENCE q
(SEE NOTE 4)
N37 29'02 "W 828.48'(C)
-7' HIGH STATION
FENCE WITH q
BARBWIRE (TYP)
NOTES:
1. TOP OF FOUNDATIONS INCLUDING SPCC CURB SET AT 341.50.
INTENTION IS FOR TOP OF YARD ROCK TO SET 1 -INCH
BELOW FOUNDATIONS.
2. CONTRACTOR WILL BE PROVIDED THE CAD DESIGN FILES
TO UTILIZED FOR STAKING, LAYOUT VERIFICATION AND
ESTABLISHMENT OF SITE GRADES. VERIFY AND MAINTAIN
STATIONING WITH PROJECT SURVEY CONTROL MONUMENTS.
3. TRANSITION TOP OF BASE COURSE PER MPAC FOUNDATION,
DRAWING D -15238
4. WELDED WIRE FENCE SHALL BE INSTALLED ENTIRELY ON STATION
PROPERTY WITH MESH ON NEIGHBORS SIDE OF POST. FENCE
LOCATION SHALL BE FIELD STAKED UTILIZING SURVEY STATIONING.
TRIM AND MANAGE VEGETATION AS NEEDED.
I
8 7 1 6
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1
5
LIMITS DF CLEARING
CB#X2
m
Ei 1066955.881_
w
SL
m
4" PVC SLEEVE
6 N
w N
SPCC CURB AREA
�I
SEE EON PLAN FOR
�
N
'ASPHALT
2 3
5 5
GRADE BREAK
30.00' WIDE
GRADE `BEAK vLLFECIFIC GRADE
STATION GATES
'�
m
e M
o
II I
,i
i
t.
4
DETAIL ,..,N D, FOUND T
NORTH -SOUTH BASELINE
- -i -- --1 END CAP
-
_IRRIGATION
GRAVEL DRIVEWAY
..0_IS%
CONTROL BOX
------
-I ---� ,---, 1 r -� F--1 ,- -� I , - -� - -:
,i
338.30
0o
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m
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I
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3' ACCESS
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20.00'WIDE STATION GATES 5' SHOULDER
GRAVEL �1 (TYP AROUND 4
DRIVEWAY 341.4 t-1. STATION)
ki
.,... _....
15.00,
LIMITS OF CLEARING (TYP)
- - -'x--- ---_'---_- --'-- -�-- --- --�- -- -�---�- --- ---
GRADING NOTES
1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF
POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS
NOTED ON THE PLANS.
2. MAXIMUM SLOPE STEEPNESS SHALL BE 2:1 HORIZONTAL:NERTICAL FOR CUT AND
FILL SLOPES.
3. UNLESS OTHERWISE SPECIFIED, ALL EMBANKMENTS IN THE PLAN SET SHALL BE
CONSTRUCTED IN ACCORDANCE WITH SECTION 2- 03.3(14)B OF THE WSDOT STANDARD
SPECIFICATIONS. EMBANKMENT COMPACTIONS SHALL CONFORM TO SECTION
2- 03.3(14)C, METHOD B OF SAID STANDARD SPECIFICATIONS.
4. EMBANKMENTS DESIGNED TO IMPOUND WATER SHALL BE COMPACTED TO 95% MAXIMUM
DENSITY PER SECTION 2- 03.3(14)C, METHOD C OF WSDOT STANDARD SPECIFICATIONS.
5. ALL AREAS RECEIVING FILL MATERIAL SHALL BE PREPARED BY REMOVING VEGETATION,
NONCOMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIAL, BY SCARIFYING THE
SURFACE TO PROVIDE A BOND WITH THE NEW FILL, AND WHERE SLOPES ARE STEEPER
THAN 3 HORIZONTAL TO 1 VERTICAL AND THE HEIGHT IS GREATER THAN 5 FEET,
BY BENCHING INTO SOUND COMPETENT MATERIAL AS DETERMINED BY SOILS ENGINEER.
6. GRADE BREAK LINES INDICATE A TRANSITION IN GRADE SLOPES. GRADE TO DRAIN AS
NOTED BY SLOPE DIRECTION SYMBOLS. PROVIDE AN EVEN 4" OF YARD. ROCK INSIDE
STATION FENCE OVER GRADEED SUBBASE.
7. YARD ROCK MAY BE DEEPER FOR A 1 -FOOT PERIMETER AROUND FOUNDATIONS TO MAINTAIN
1 -INCH DIFFERENCE BETWEEN ROCK AND TOP OF FOUNDATIONS.
WELDED WIRE e
FENCE q
(SEE NOTE 4)
N37 29'02 "W 828.48'(C)
-7' HIGH STATION
FENCE WITH q
BARBWIRE (TYP)
NOTES:
1. TOP OF FOUNDATIONS INCLUDING SPCC CURB SET AT 341.50.
INTENTION IS FOR TOP OF YARD ROCK TO SET 1 -INCH
BELOW FOUNDATIONS.
2. CONTRACTOR WILL BE PROVIDED THE CAD DESIGN FILES
TO UTILIZED FOR STAKING, LAYOUT VERIFICATION AND
ESTABLISHMENT OF SITE GRADES. VERIFY AND MAINTAIN
STATIONING WITH PROJECT SURVEY CONTROL MONUMENTS.
3. TRANSITION TOP OF BASE COURSE PER MPAC FOUNDATION,
DRAWING D -15238
4. WELDED WIRE FENCE SHALL BE INSTALLED ENTIRELY ON STATION
PROPERTY WITH MESH ON NEIGHBORS SIDE OF POST. FENCE
LOCATION SHALL BE FIELD STAKED UTILIZING SURVEY STATIONING.
TRIM AND MANAGE VEGETATION AS NEEDED.
I
8 7 1 6
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1
5
LIMITS DF CLEARING
CB#X2
m
.....
._...... SEE
w
5 5
m
4" PVC SLEEVE
6 N
w N
SPCC CURB AREA
�I
SEE EON PLAN FOR
�
N
'ASPHALT
2 3
5 5
GRADE BREAK
30.00' WIDE
GRADE `BEAK vLLFECIFIC GRADE
STATION GATES
'�
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I 33
80 .
DE1 II DUMBER
z
t.
4
DETAIL ,..,N D, FOUND T
a
- -i -- --1 END CAP
-
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GRAVEL DRIVEWAY
NE -IE 338.52
CONTROL BOX
------
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I
_.
AROUND STOOPS
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--
- -- --
-
FUTURE
SPCC
20.00' WIDE 2
20.00'WIDE STATION GATES 5' SHOULDER
GRAVEL �1 (TYP AROUND 4
DRIVEWAY 341.4 t-1. STATION)
ki
.,... _....
15.00,
LIMITS OF CLEARING (TYP)
- - -'x--- ---_'---_- --'-- -�-- --- --�- -- -�---�- --- ---
GRADING NOTES
1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF
POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS
NOTED ON THE PLANS.
2. MAXIMUM SLOPE STEEPNESS SHALL BE 2:1 HORIZONTAL:NERTICAL FOR CUT AND
FILL SLOPES.
3. UNLESS OTHERWISE SPECIFIED, ALL EMBANKMENTS IN THE PLAN SET SHALL BE
CONSTRUCTED IN ACCORDANCE WITH SECTION 2- 03.3(14)B OF THE WSDOT STANDARD
SPECIFICATIONS. EMBANKMENT COMPACTIONS SHALL CONFORM TO SECTION
2- 03.3(14)C, METHOD B OF SAID STANDARD SPECIFICATIONS.
4. EMBANKMENTS DESIGNED TO IMPOUND WATER SHALL BE COMPACTED TO 95% MAXIMUM
DENSITY PER SECTION 2- 03.3(14)C, METHOD C OF WSDOT STANDARD SPECIFICATIONS.
5. ALL AREAS RECEIVING FILL MATERIAL SHALL BE PREPARED BY REMOVING VEGETATION,
NONCOMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIAL, BY SCARIFYING THE
SURFACE TO PROVIDE A BOND WITH THE NEW FILL, AND WHERE SLOPES ARE STEEPER
THAN 3 HORIZONTAL TO 1 VERTICAL AND THE HEIGHT IS GREATER THAN 5 FEET,
BY BENCHING INTO SOUND COMPETENT MATERIAL AS DETERMINED BY SOILS ENGINEER.
6. GRADE BREAK LINES INDICATE A TRANSITION IN GRADE SLOPES. GRADE TO DRAIN AS
NOTED BY SLOPE DIRECTION SYMBOLS. PROVIDE AN EVEN 4" OF YARD. ROCK INSIDE
STATION FENCE OVER GRADEED SUBBASE.
7. YARD ROCK MAY BE DEEPER FOR A 1 -FOOT PERIMETER AROUND FOUNDATIONS TO MAINTAIN
1 -INCH DIFFERENCE BETWEEN ROCK AND TOP OF FOUNDATIONS.
WELDED WIRE e
FENCE q
(SEE NOTE 4)
N37 29'02 "W 828.48'(C)
-7' HIGH STATION
FENCE WITH q
BARBWIRE (TYP)
NOTES:
1. TOP OF FOUNDATIONS INCLUDING SPCC CURB SET AT 341.50.
INTENTION IS FOR TOP OF YARD ROCK TO SET 1 -INCH
BELOW FOUNDATIONS.
2. CONTRACTOR WILL BE PROVIDED THE CAD DESIGN FILES
TO UTILIZED FOR STAKING, LAYOUT VERIFICATION AND
ESTABLISHMENT OF SITE GRADES. VERIFY AND MAINTAIN
STATIONING WITH PROJECT SURVEY CONTROL MONUMENTS.
3. TRANSITION TOP OF BASE COURSE PER MPAC FOUNDATION,
DRAWING D -15238
4. WELDED WIRE FENCE SHALL BE INSTALLED ENTIRELY ON STATION
PROPERTY WITH MESH ON NEIGHBORS SIDE OF POST. FENCE
LOCATION SHALL BE FIELD STAKED UTILIZING SURVEY STATIONING.
TRIM AND MANAGE VEGETATION AS NEEDED.
I
8 7 1 6
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1
5
I a
e3 WELDED WIRE I'
FENCE gal
(SEE NOTE 4) y
341 .� l e
DRIVE
- WAY SHOULDER i A
-WIDTHI VARIES 4
D1. STRIBUTION VAULT d '
�INIIC - SET BY LM'AiNTENANCE OTHERS) -.
' WIDE e
4
�
-X X X+ j
�. 4
I
0
0. 0' 12'
BOTTOM '
OF POND
Q ,
338. 35 � a
SLOPE TO /
D AIN 0 y O" N j
t i J
BREAK ` (TYP)/ a✓
339.
ova
P
5 °11 O RIGHT -OF -WAY
U
LIMITS DF CLEARING
CB#X2
m
.....
._...... SEE
J
SCHEDULE
m
4" PVC SLEEVE
6 N
w N
SPCC CURB AREA
�I
SEE EON PLAN FOR
�
SIZE & LOCATION
'ASPHALT
2 3
5 5
GRADE BREAK
30.00' WIDE
GRADE `BEAK vLLFECIFIC GRADE
STATION GATES
'�
m
e M
FIN.SH C.7F,OE ,PCT ELr.AT IONS_
I a
e3 WELDED WIRE I'
FENCE gal
(SEE NOTE 4) y
341 .� l e
DRIVE
- WAY SHOULDER i A
-WIDTHI VARIES 4
D1. STRIBUTION VAULT d '
�INIIC - SET BY LM'AiNTENANCE OTHERS) -.
' WIDE e
4
�
-X X X+ j
�. 4
I
0
0. 0' 12'
BOTTOM '
OF POND
Q ,
338. 35 � a
SLOPE TO /
D AIN 0 y O" N j
t i J
BREAK ` (TYP)/ a✓
339.
ova
P
5 °11 O RIGHT -OF -WAY
U
SITE GRADING QUANTITIES
1. CUT /FILL TAKE -OFFS ARE BASED ON A COMPARISON OF THE EXISTING
SURFACE AND PROPOSED SURFACE. TOP OF SUBGRAOF IS THE PROPOSED
SURFACE WITHIN THE STATION FENCE.
CUT = 1,261 CY
FILL = 702 CY
NET = 559 CY CUT & HAUL
(UNSUITABLE)
2. MATERIAL WILL BE IMPORTED TO MEET STATION YARD ROCK REOUIRMENTS.
IMPORTED MATERIAL = 350 CY
4
3
LJU
W
I
I r T I_ A I m
'
LIMITS DF CLEARING
- - - - - - --
PROPERTY LINE
O CB
CATCH BASIN
®
20.00'WIDE.
4" PVC SLEEVE
} _
G'KATE ENLEI 4/011. STOP VALVE M,^
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/'.;
*LDEP W:',FC F7'1-'P
x
:
'ASPHALT
(SEE IRRIGATION
PLAN)
GRADE BREAK
341.4
GRADE `BEAK vLLFECIFIC GRADE
/`
'�
DRIVEWAY
FIN.SH C.7F,OE ,PCT ELr.AT IONS_
1
DE1 II DUMBER
4
DETAIL ,..,N D, FOUND T
NW -IE 339.62
ASPHALT ORIVEV;AY
_IRRIGATION
GRAVEL DRIVEWAY
NE -IE 338.52
CONTROL BOX
7.00,
338.30
SW -IE 338.77
'(SEE IRRIGATION
1.
T
PLAN)
82.07'
'r '�'
' WOOD ISOLATION
_
_
FOCE WITH
3' ACCESS
GATE
1 .96'
m
C
3
SITE GRADING QUANTITIES
1. CUT /FILL TAKE -OFFS ARE BASED ON A COMPARISON OF THE EXISTING
SURFACE AND PROPOSED SURFACE. TOP OF SUBGRAOF IS THE PROPOSED
SURFACE WITHIN THE STATION FENCE.
CUT = 1,261 CY
FILL = 702 CY
NET = 559 CY CUT & HAUL
(UNSUITABLE)
2. MATERIAL WILL BE IMPORTED TO MEET STATION YARD ROCK REOUIRMENTS.
IMPORTED MATERIAL = 350 CY
4
3
LJU
W
I
I r T I_ A I m
'
LIMITS DF CLEARING
- - - - - - --
PROPERTY LINE
O CB
CATCH BASIN
®
GATE ✓ALV_
El
} _
G'KATE ENLEI 4/011. STOP VALVE M,^
"
STATION =ENCE
x x -X
*LDEP W:',FC F7'1-'P
- - -T
=OUN',T ICNS (HL ONLY]
- -T
-- - - - - --
GRADE BREAK
1 %, 2%
GRADE `BEAK vLLFECIFIC GRADE
BREAK TRANSIT CNS
341.40
FIN.SH C.7F,OE ,PCT ELr.AT IONS_
1
DE1 II DUMBER
S-E[i NTMB2P rvRERE I
INVERTS
DETAIL ,..,N D, FOUND T
NW -IE 339.62
ASPHALT ORIVEV;AY
DRIVEWAY SHOULDER
GRAVEL DRIVEWAY
PRESERVE BERM AT EDGE
OF PAVEMENT TO MAINTAIN
SEPARATION OF ROW RUNOFF
A
� ld [, ,)DL . < X7) 1" N
L S I 6210 DOWN 0.3'
TEMPORARY SITE BENCHMARK
ELEV. = 34 ^.62'
CATCH
BASIN
)ATE (M /D /Y)
SCHEDULE
pUGET
SOUND
ENERGY
CB# 1, GRATE
INLET
CB#
2,
CATCH BASIN TI1
W/ OIL STOP
VALVE
2
RIM
EL
341.40
(SEE DETAIL
6o ST 5)
(SEE
DETAIL
4, ST 5)
PIPE INVERTS
PIP7
INVERTS
NW -IE 339.62
NW IE
339.62
NE -IE 338.52
NE IE
338.30
SW -IE 338.77
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SECTION 199 TOWNSHIP 17 NORTH, RANGE 2 EAST W.M.
3
2 1 1
FENCE
_ (SEE NOTE 4, SHT 1)
'i II N37 29'02 "W 828.48'(C)
LEGEND
-�-- ----
LIMITS OF CLEARING
- -- - -•
PROPERTY LINE
STATION FENCE
X —XX-
WIRE MESH FENCE
FOUNDATIONS (REF ONLY)
341.40
FINISH GRADE SPOT ELEVATIONS
1
DETAIL NUMBER
SHEET NUMBER WHERE
DETAIL CAN BE FOUND
GRAVEL DRIVEWAY
8
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REVOSION DESCRIPTION: IWO NUMBER: 101062886
AS= BUILT
DATE (M /D /Y)
CAD) E 'BAH` Ib / &
ENGINEER
REVIEWED
App'ROVED Fm L_ Ill /28/ V--,s
eEF °RE o CALL. BEFORE.
" i75� YOU 010
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DRA NAGE FLAN "NORTH END"
YELM SUB'STAT ION
PUGET SUBSTATION DRAWING NO REV 110
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ENERGY DEPARTMENT SHEET: 2 OF 3
SCALE: 1 "— 20' -0" CLASS: SITE II -�Jn
CARD N0: D 15233_02.dgn ( -�,
CODE
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B
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5
4
3
2
5.00' 380.00'5.00'
350. _ 7.'_HIGH STATION _.
349 -- - - -- - - - - - - - - -' - SPCC CURB AREA -7' HIGH STATION
CHAIN LINK FENCE - - - - -
348 (TYP AROUND STATION. - - -- -- - - - -(SEE DETAIL 3. SHT 5> CHAIN LINK FENCE
347.. - -- - -_. _- ---SEE DETAIL 1. SHT 4) -.. - - -. -- -_ __ -.- _ ... _- - -__. -_ -. -.. -. - (TYP AROUND STATION. H
346 -.. 5' SHOULDER
SEE DETAIL 1. ST 4)
(TYP AROUND -_ -- - - -- _ - -_-
- - -- -- EXISTING -- RAILWAY ROAD SEA
345 - SUBSTATION) -- _ - -- - -- _ - FOUNDATION
344 - - _ NEW CONSTRUCTION -- - -- _ -" -" - - _ - 341.50) - -- --
343 _ - 15.00' - 341.40 FOUNDATION (TYP) - - -- - _ PROPOSED SPCC CURB
342 -- _ AREA FOUNDATIONS _ _. 341-40 f
GROUND NPROFILE
341 -- _ :� — — - -- ---- — — --- - - - - -- ---
340 , ,y
���
338.35
.. . , 4" YARD COURSE _ .. /' `� I' 2.1 SLOPE
- - -_..
339 - AMENDED SOIL i ' "' '�' "� 9 BASE COURSE- _
338. -. -.. __ -_. ___- _ __- _ _ _ -.
2.00'
337.
336__..__ __.. __ -. __. .. _. _ _. -. - . -. -.. __. -. _. _ -.-
2.0(
- SUBBASE FILL - _ EXISTING
- _. - - -AS REQUIRED -i .... _.._. -. -. - -- --' -. __
2.00' FOUNDATIDN
\-PVC PIPE_
2.00' 337.00
ELEVATION A
SCALE: HOR IZ: 1 "= 20' 1
VERT: 1 '= 5'
R 5.00'
I
351_ -.. --
101062886
5.00'
138.00'
A5 ROILY
15.00'
I
t -351
SECTIONS
- .. -.. -- -. - - -.. -. _...
350 - 0 --
- - - -- "- _ -- - 7' HIGH STATION - -
5.00'
PUGET
- - - - A -- 350
349 - _
_
7' HIGH STATION ._.CHAIN LINK FENCE _.
FAD
- - I - -349
I
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CHAIN LINK FENCE _ (TYP AROUND STATION. --
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348 _i.- WELDED
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350 -
SEE DETAIL 1, SHT 4)- -- --
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346 i FENCE
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WELDED WIRE FENCE -- - I
345.__. -
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349
r--
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HAROUND
344 - �-
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341.40 4'� YARD COURSE .CABLE T -
kIENDH
FENCE
(TYP
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343 -
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9" BASE COURSE _ - . 341 , 40
-
SUBSTATION)
GROUND - o 343
�.._
_._...
-- -(TYP AROUND STATION.
-- -- (TYP AROUND
PROFILE.._ I- ...342
342...
- --
- - -- -----
- -�
- --
341 341
7, 71
340 � 340
339 -� AMENDED SOIL - -339
338 - - AMENDED SOIL - - - ..SUBBASE FILL .. - c -338
I - - - REDUIRED _- _ I -337
337 - - -- -AS
336 c
� 336
I
335 335
ELEVATION B
SCALE: HCIR I Z: 1 "= 20' 1
VERT: i "= 5'
8
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ELEVATION t"00 C
SCALE:HCRIZ: 1 "= 20' 1
'VERT: 1 "= 5'
6
5
4
3
AMENDED SOIL
I
a 350
349
348
347
L 346
r 345
344
343
342
341
e 340
339
338
c - ..337
336
OVER EXCAVATE INFILTRATION
POND TO NATIVE GRAVEL.
BACKFILL WITH WELL DRAINING
SUBBASE FILL AS SPECIFIED IN
CONTRACT DOCUMENTS
REV IS ION OESCR IPT ION: WO NUMBER:
101062886
GRADING AND FENC INC,
A5 ROILY
SECTIONS
YELM SUBSTATION
5.00'
PUGET
138.00'
DRAVII NG NO
15.00'
15.00'
FAD
.
R
i °`, EOUhGV
ENGINEERING
g���
D-1 5233
ENGINEER
i i
DEPARTMENT
350 -
I
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7' HIGH STATION-
-
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CLASS: SITE
771' -E
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349
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CHAIN LINK
FENCE
2
- --
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- 349
348 -
' --
-- -(TYP AROUND STATION.
-- -- (TYP AROUND
STATION. -
- --
- - -- -----
- -�
- --
-348
347 - -
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2. GATE NON- CORNER POSTS ARE TO HAVE 180° HINGES.
3. GATES SHALL BE FABRICATED TO MATCH THE ACTUAL DISTANCE BETWEEN
GATE POSTS WITH A MAXIMUM 3" GAP BETWEEN POST AND GATE FRAME.
4. GATES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION AND WELDING.
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GRADING AND
AS -BUILT
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ATE (M /D /Y)
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TRIM ENVIROGRID AROUND
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OF TRENCH (TYP) HYDRO
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REVISION DESCRIPTION: WO NUMBER:
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5 GAL., FULL, WELL BRANCHED
C ARBUTUS UNEDO 'COMPACTA'
STRAWBERRY TREE
69
4' -6'
HT
5 GAL., FULL, WELL BRANCHED
® MAHONIA AQUIFOLIUM
TALL OREGON GRAPE
96
4' -6'
HT
5 GAL., FULL, WELL BRANCHED
GARRYA ELIPTICA
SILK TASSEL
37
4' -6'
HE
5 GAL., FULL, WELL BRANCHED
O ROSA RUGOSA
RUGOSA ROSE
39
4' -6'
HT
5 GAL., FULL, WELL BRANCHED
SURFACE MATERIALS
MEDIUM BARK MULCH
157 CY
3" DEPTH - CONTRACTOR TO VERIFY QUANTITY
HYDROSEED MIX
UPLAND HYDROSEED MIX
17,211 SF
KIND /VARIETY % BY WEIGHT MIN. % GERM
PERENNIAL RYE 45% 90%
RED FESCUE 45% 80%
COLONIAL BENTGRASS 10% 85%
APPLICATION RATE. 150 LBS /ACRE
ERO —FIBER WOOD FIBER MULCH. 1,500 LBS /ACRE
NUTRICULTURE SEED STARTER FERTILIZER (16- 45 -7): — 50 LBS /ACRE
CANFOR ECO —TAC GUAR TACKIFIER: 60 LBS /ACRE
STAY MOIST MOISTURE RETENTION AGENT: 60 LBS /ACRE
*TREE NOT PROPOSED WITHIN TRANSMISSION CLEAR ZONE
8
noo n„arc, ',It
7
6
q0�
15'
LANDSCAPE
SCREEN .
341
LANDSCAPE
-- x
4
CLEAR
F-
3
25
' 25'
CLEAR CLEAR
NORTH ENTRY ZONE ZONE
GATES (SEE CIVIL)
NORTH ENTRY YELM
GATES (SEE CIVIL) SUBSTATION
15' TYPE 1%
LANDSCAPE
SCREEN (TYP)
LANDSCAPE SCHEDULE - OFF SITE
SYMBOI BOTANICAL NAME COMMON NAME ONTY SIZE CONDITION
TREES
PRUNUS CERASIFERA * CHERRY PLUM 3 1.5" CAL. B &B, WELL BRANCHED FROM ROOT CROWN TO TOP,
MOUNT ST. HELENS'
SURFACE MATERIALS
® MEDIUM BARK MULCH 14 CY 3" DEPTH - CONTRACTOR TO VERIFY QUANTITY
5
0
LINE
IP
pa,
341 ----OFF —SITE TREES
FOR NEIGHBORING
PROPERTY OWNER
LANDSCAPE
NREEN
ENE
2
1
SOUTH Ef�TRY —
GATE (S CIVIL)
0
SOUTH ENTRY —
GATE (SEE CIVIL)
LEGEND
SHOULDER ROCK (SEE CIVIL)
® ® ®�� 4 -5 MAN ROCK BOULDERS
TO PROVIDE VEHICULAR BARRIER
SHEET INDEX:
LANDSCAPE PLAN
IRRIGATION PLAN
LANDSCAPE NOTES AND DETAILS
IRRIGATION NOTES AND DETAILS
1 of 4
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Call: TOLL FREE
811
DESCRIPTION: I NO NUM6 101062886
�
LANDSCAPE
PLAN I
AS BUILLT
ORIGINAL DESIGN 8Y
DEq
YELM SUBSTATION
DATE (M /D /Y)
PUGET
Y EO RGV
SUBSTATION
ENGINEERING
NT
DRAWING NO
D -1 5236
SHEET: 1 OF 4
REV NO
3
CAD
ZS/ 15
LAND AIRCH
/ /
REV IEWIED
p
Ff•fr�Y^uni{
to /23 / 17
SCALE: 1 "= 30'
CADD NO:
CLASS: SITE
JILL NU: ¢
CODE:
APPRf1VIED rIIAL
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3
B
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2
0
3
8 7
6
DATE (M /D /Y)
INFILTRATION RATE OF IRRIGATION WATER
SUBSTATION
ENGINEERING
DEPARTMENT
WRITER WARNING
THE FOLLOWING PROVIDES A DESCRIPTION OF THE PROPOSED IRRIGATION DESIGN, THE
SIGN (TYP.)
ANTICIPATED WORST CASE WATER USE, AND AN EXPLANATION OF THE ANTICIPATED WATER
(o / ZY / 13
INFILTRATION INTO THE SOIL FROM THIS IRRIGATION SYSTEM,
CLASS: S ITS
L ILL INFO:
coDE:
THE GEOTECHNICAL REPORT PREPARED BY GEOENGINEERS, INC., AND DATED AUGUST 16,
10 /.Z ,/ 13
ICADO NO: D- 15236- 02.DWG
2009, FOR THE YELM SUBSTATION ADDITION, PROVIDES A TABLE ON PAGE 9 THAT SHOWS
THE INFILTRATION RATES OF WATER INTO THE SOILS THE SITE. THE RECOMMENDED
/
INFILTRATION RATE ACCORDING TO THIS TABLE IS 20 INCHES PER HOUR, THE LANDSCAPE
IN
PLANTING LAYOUT FOR THE YELM SUBSTATION SHOWS 5,750 SF OF LAWN AND THAT 139
TREES AND 271 SHRUBS THAT PROVIDE VEGETATIVE SCREENING IN A BAND THAT TOTALS
AN AREA OF ABOUT 16,950 SQUARE FEET (SF). THE LAWN AND SCREENING AREA
E
COMBINE TO AN AREA OF 22,700 SF. ?`
TO WATER THE LANDSCAPE PLANTINGS AT THE YELM SUBSTATION THE PROPOSED WATER
DELIVERY SYSTEM WOULD BE A COMBINATION OF DRIP IRRIGATION AND SPRINKLERS. THE
DRIP SYSTEM WILL HAVE EMITTERS LOCATED AT EACH PLANT, EACH OF THE 271 SHRUBS
WOULD GET TWO (2) 1- GALLON PER HOUR (GPH) EMITTERS PRODUCING A TOTAL FLOW OF
- -
542 GPH FOR THE SHRUBS AND EACH OF THE 139 TREES WOULD GET TWO (2) 2 -GPH
EMITTERS FOR A TOTAL FLOW OF 556 GPH FOR THE TREES. COMBINED, THE TOTAL FLOW
FOR THE TREES AND SHRUBS WOULD BE 1,098 GPH.
THE SITE HAS 5,750 SF OF LAWN WHICH IS IRRIGATED BY STREAM SPRAY SPRINKLERS
WHICH DELIVER 0.45' PER HOUR AT A VOLUME OF 17.4 GPM, OR 1,044 GPH, THE
COMBINED DRIP AND SPRINKLER FLOW IS 1,098 PLUS 1,044 FOR A TOTAL FLOW OF 2,142
GPH.
RECWMED
WATER WARNING
ONE GALLON EQUALS 0.134 CUBIC FOOT, (CF) SO 2,142 GALLONS EQUALS 287 CF PER
SIGN
HOUR. MULTIPLY 287 TIMES 12 AND THE RESULT IS 3,444 INCHES PER HOUR ACROSS
THE AREA OF LANDSCAPING, 22,700 SF. 3,444 DIVIDED BY 22,700 RESULTS IN 0.15
INCHES PER HOUR, WELL LESS THAN THE 20 INCHES PER HOUR NOTED IN THE
GEOTECHNICAL REPORT. THE 2,142 GPH EQUALS 35.7 GALLONS PER MINUTE (GPM). THE
SYSTEM IS DESIGNED SO THAT NOT MORE THAN 2 VALVES WOULD OPERATE AT A TIME,
THE TWO HIGHEST FLOWING VALVES COMBINE TO A FLOW OF 18.3 GPM.
DO
NO BACKFLOW PREVENTER IS REQUIRED AS NO POTABLE WATER IS SUPPLIED TO SITE AND
Ol
NO 'BACKFLOW PREVENTION IS REQUIRED FOR RECLAIMED WATER, THE PLUMBING FOR THIS
SYSTEM WOULD SPLIT THE WATERING INTO 5 VALVE ZONES ALLOWING THE LATERAL LINE
D
PIPE SIZE TO BE SMALLER PROVIDING A COST SAVINGS. SYSTEM PRESSURE WILL BE
REGULATED TO ABOUT 40 PSI AS STREAM SPRAY SPRINKLERS WORK BEST AT THIS
PRESSURE AND DRIP ZONE KITS CONTAIN INDIVIDUAL PRESSURE REGULATORS, ALL PIPING,
VALVE BOXES AND VISIBLE HARDWARE WILL BE PIGMENTED PURPLE ALERTING PERSONS
THAT THE WATER BEING USED IS RECLAIMED.
THE TOTAL ANNUAL WATER USE CAN BE CALCULATED BY MULTIPLYING VOLUMES OF THE
WATERING CYCLES BY THE (WORST CASE) SIX -MONTH WATERING SEASON (MAY THROUGH
OCTOBER). IN THE CLIMATE ZONE WHERE YELM IS LOCATED RUNNING THE DRIP IRRIGATION
FOR TWO HOURS A WEEK WOULD KEEP PLANTS THRIVING IN THE DRIEST CONDITIONS. TWO
HOURS AT 1,098 GPH IS 2,196 GALLONS PER WEEK. THE LAWN AREA WOULD REQUIRE
1 -1/2' OF WATER PER WEEK (1.5"/0.45 =3 -33 HOURS X 1,044) THAT EQUATES TO 3,480
GALLONS PER WEEK. 2,196 PLUS 3,480 TOTALS 5,676 GALLONS PER WEEK. THIS IS THE
100% WATER USE FOR THE WORST CASE WATERING SEASON DURING THE PEAK OF
SUMMER,
SEASONAL ADJUSTMENT WOULD HAVE IRRIGATION IN MAY USING 20% OF PEAK USE -1,135
GAL. PER WEEK, JUNE USING 80% OF PEAK USE -4,541 GAL. PER WEEK, JULY USING
100% OF PEAK USE -5,676 GAL, PER WEEK, AUGUST USING 100% OF PEAK USE -5,676
GAL. PER WEEK, SEPTEMBER USING 80% OF PEAK USE -4,541 GAL. PER WEEK AND
OCTOBER USING 20% OF PEAK USE -1,135 GAL. PER WEEK. THE YEARLY TOTAL CAN BE
EXPECTED TO BE 22,704 GALLONS PER YEAR
FOR THE 25 WEEKS OF USE NOTED ABOVE THE IRRIGATION WOULD REQUIRE A TOTAL
22,704 GALLONS PER SEASON /YEAR. 22,704 GALLONS IS 0.07 OF 325,851 WHICH IS THE
VOLUME OF AN ACRE FOOT. THE IRRIGATION SYSTEM WOULD BE FITTED WITH A RAIN
SENSOR AND THE SYSTEM WOULD BE AUTOMATICALLY SHUT OFF WHEN IT RAINS.
C
NOTE THAT DURING THE GROWING SEASON, WATER WILL BE TAKEN UP BY PLANTS AND NOT
RECWMED
INFILTRATE FAR INTO THE SOIL -
WATER WARNING
O slcn (TIP.)
IRRIGATION EQUIPMENT LEGEND
POP -UP STREAM SPRAY ROTOR SPRINKLERS - HUNTER MP ROTATORS ON 4" POP,
O MPR40 SPRINKLER BODIES. MP2000 NOZZLES IN 1/4, 112 AND FULL CIRCLE PATTERNS
® REMOTE CONTROL VALVE - RAIN BIRD XCZ- ___ -PRF DRIP ZONE KIT (SIZE PER PLAN)
NOTES
FOR ZONES 1,4 & 5, RAINBIRD PER VALVES (SIZE PER PLAN) FOR ZONES 2 & 3, ALL
VALVES FITTED W/ PURPLE HANDLE FOR RECLAIMED WATER AND PURPLE VALVE TAG PRINTED
1. THE IRRIGATION PLAN IS DIAGRAMMATIC. FIELD - ADJUST EMITTERS FOR TREES AND
WITH RECLAIMED WATER TEXT (INSTALL IN LOCKING VALVE BOX W/ PURPLE COVER.)
SHRUBS AS NEEDED.
® MANUAL DRAIN VALVE - NIBCO 3/4" BRASS GLOBE ANGLE VALVE
2. SEE SHEET 4 FOR IRRIGATION NOTES AND DETAILS. INSTALL MAINLINE, VALVES, PIPE,
IN 10" ROUND VALVE BOX W/ PURPLE COVER
AND ASSOCIATED EQUIPMENT IN PLANTER BEDS OR GRASS AREAS.
® j" CAM LOCK QUICK CONNECT AS PROVIDED BY CENTRAL STATES HOSE AND FITTING.
3, ALL VALVES AND EQUIPMENT SHALL BE INSTALLED IN UNDERGROUND VALVE BOXES.
INCLUDES FEMALE CAM -LOCK, MALE ADAPTER W/ HOSE COUPLING AND MALE DUST PLUG.
ALL VALVE BOXES SHALL BE E- QUIPPED WITH PURPLE LIDS INDICATING SYSTEM USES
RECLAIMED WATER.
GATE VALVE- RED -WHITE # 267 BRASS GATE VALVE W/ THREADED ENDS.
(INSTALL IN LOCKING VALVE BOX W/ PURPLE COVER.)
® PRESSURE REDUCING VALVE - WATTS USB -73 - 1"
(E REMOVABLE FLUSH CAP - RAINBIRD MDCFPCAP (PURPLE COLOR)
B
CONCRETE VAULT WITH
DA AIR /VACUUM RELIEF VALVE KIT - RAIN BIRD AR VALVE KIT
TRAFFIC -RATED LOCKABLE
LID
FLOW SENSOR - RAINBIRD PT322 - PVC - 1"
My RAIN BIRD MASTER VALVE PER SERIES
OX TORO DL -MP9 DRIP SYSTEM OPERATING INDICATOR
Ill
1" RECLAIMED WATER IRRIGATION METER - PURCHASED FROM CITY WATER DEPARTMENT.
MASTER VALVE (REFER
METER INSTALLATION PERFORMED BY CITY AND APPROVED BY CITY INSPECTOR.
)II -I TO LEGEND) lit-
�)�)
TORO TMC- 424E -OD OUTDOOR 8- STATION ELECTRONIC CONTROLLER - INCLUDE
®
=1 COMMON AND II
_T CONTROL WIRES X11!
TSM -4 FOUR STATION EXPANSION MODULE (INSTALL AS NOTED ON CIVIL
�
ll1- TO CONTROLLER
PLANS)
LOCATION
NOT SHOWN TORO TWRS WIRELESS RAINS SENSOR - INSTALL PER MANUFACTURER'S RECOMMENDATIONS
UI
- - - - - SCHEDULE 40 PVC MAINLINE (PURPLE COLOR)
(2" UNLESS OTHERWISE NOTED) -
FLOW -
SCHEDULE 40 PVC LATERAL (PURPLE COLOR)
(1" UNLESS OTHERWISE NOTED)
10X PIPE DIAMETER (MIN.)
RAIN BIRD BLACK STRIPE TUBING MODEL: XBS COOP (PURPLE STRIPE)
�
_ - SCHEDULE 40 PVC SLEEVES
(SIZED AT DOUBLE WORKING PIPE DIAMETER)
RECLAIMED WATER WARNING SIGN (2)
A
MASTER VALVE
VALVE LEGEND
1 STATION NUMBER
N(OT TO SCALE
3 4 VALVE SIZE
H'
40 GALLONS PER MINUTE
0
EMITTER SCHEDULE
L_f DRIP EMITTERS (2) RAINBIRD XB -20PC 2 GPH (2 PER TREE)
o
Q-9 DRIP EMITTERS (2) RAINBIRD XB -10PC 1 GPH (2 PER SHRUB)
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5
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POLYETHYLENE TUBE: I Q _
o <
X XI
O _
Q 3
� IF
LATERAL (TYR) MANUAL DRAIN VALVE 5 3 44
CAM -LOCH QUICK CONNECT 7.6 3,2 3 POP -UP STREAM
( SPRAY SPRINKLER 3
2 _
10.7
EGAD SE
® o RECWMED
WATER WARNING
SIGN
"+ I
MANUNE (m)/ V�
3' SLEEONC (TYP)�
FwsH cw
(AT EACH SYSTEM END) CONTROLLER FLOW SENSOR
1 GPH EMITTER RWO AT EACH SHRUB - TYR) GATE VALVE h MASTER VALVE_
1 REMOTE CONTROL VALVE h PRESSURE REDUCER
NR VACUUM REUSE VALVE - INSTALL AT EACH 6.9 ( (I-W OF CONNECTION
DRIPUNE SUBSECTION HIGH POINT - TYP) ) PURCHASED WATER METER CI BE
- - _ _ _ - _ - - - - S PURCHASED FROM CITY WATER
- - - - - - - - - - - + - - - MV aq DEPARTMENT AND TC
1 P BY THE RIFT. CONTRACTOR
Y REED VERIFY LOCATION OF WATER UNE AND A '� P METER PRIOR
IRRIGIO10NMiEM INSTALLATION.)
\ �2 GPH EMITTER (TWO AT EACH TREE - TYP)
OPERATING DRIP SYSTEM
(ONE IN EACHDRIPUNE INDICATOR �
SUBSECTION - TYP)
4. 1 " MAINLINE TAP SHALL. BE MADE BY TAPPING CONTRACTOR.
5. RECLAIMED WATER SERVICE LINE NEEDS TO BE SLEEVED AT SEWER CROSSING IF 18"
SEPARATION IS NOT POSSIBLE.
6. TAPPING WORK NEEDS TO BE DONE ACCORDING TO CITY OF YELM RECLAIMED WATER
PLAN. SEE DETAIL 7 -1 RECLAIMED WATER SINGLE 1" METER SERVICE,
NOTE: TAPPING SERVICE SADDLE SHALL BE A ROMAC 202NS (EPDXY COATED) AND NOT
A ROMAC 202S AS SHOWN IN DETAIL 7 -1.
FINISH GRADE
PVC MAINLINE
DRAINAGE
GRAVEL SUMP
(TYP.)
NOTE:
FUSE TEFLON TAPE ON ALL
THREADED CONNECTIONS.
CONTINUOUS
CUING. PAVER FOOTING
PRESSURE REDUCER
NOT TO SCALE
0 30 60 90
SCALE: 1 " -30
5 # 4
v .R "NONE SLEEVED
hh
jCALL BEFORE YOU DIG
u
`H Call: TOLL FREE
811
CAP TOP 01--POST
SIGNAGE IRRIGATED
WITH
RECYCLED SIGN POWDER COATED
WATER I
-.CENTER SIGNAGE AT IRRICADD DON AQUA I COLOR,
HEAD OF EACH SPACE REaaADO PURPLE PANTON 522
c 2" SCH, 40 GA�V. NOT DON DRINKING
WATTS U5B -Z3 WATER PRESSURE w �" ES PAPA ecew LETTERING AND LOGO:
-STEEL PIPE
REDUCING VALVE -1" � SOLID WHITE.
z
STANDARD VALVE BOX WITH
PURPLE LOCKING LID. TROWEL FINISH 12 X18
IIIIII!�IIIIIIII -� o
FINISH GRADE
- II I - II°I-
11 H=1 1
NOTEV .
SIGNAGE MAY BE
II PURCHASED FROM
YELM
P.N.C. THREADED n DEPARTMENIT WORKS
MALE CONNECTION
v�
D
SIGN MOUNTING AND FOOTING
P.V.C. UNION
RECLAIMED WATER SIGNAGE
NOT TO SCALE
MIN 2 CU. FT.
GRAVEL SUMP
REVISION DE- SCRIPTION: IWO NUMBER: 101062886
AS- BUILT. ORIGINAL DESIGN BY DEA IRRIGATION PLAN
CAD
LAND ARCH
REVIEWED
r,
APPROVED
3
YELM SUBSTATION
I �
u
DATE (M /D /Y)
RECLAMED
SUBSTATION
ENGINEERING
DEPARTMENT
WRITER WARNING
L-
SIGN (TYP.)
POLYETHYLENE TUBE: I Q _
o <
X XI
O _
Q 3
� IF
LATERAL (TYR) MANUAL DRAIN VALVE 5 3 44
CAM -LOCH QUICK CONNECT 7.6 3,2 3 POP -UP STREAM
( SPRAY SPRINKLER 3
2 _
10.7
EGAD SE
® o RECWMED
WATER WARNING
SIGN
"+ I
MANUNE (m)/ V�
3' SLEEONC (TYP)�
FwsH cw
(AT EACH SYSTEM END) CONTROLLER FLOW SENSOR
1 GPH EMITTER RWO AT EACH SHRUB - TYR) GATE VALVE h MASTER VALVE_
1 REMOTE CONTROL VALVE h PRESSURE REDUCER
NR VACUUM REUSE VALVE - INSTALL AT EACH 6.9 ( (I-W OF CONNECTION
DRIPUNE SUBSECTION HIGH POINT - TYP) ) PURCHASED WATER METER CI BE
- - _ _ _ - _ - - - - S PURCHASED FROM CITY WATER
- - - - - - - - - - - + - - - MV aq DEPARTMENT AND TC
1 P BY THE RIFT. CONTRACTOR
Y REED VERIFY LOCATION OF WATER UNE AND A '� P METER PRIOR
IRRIGIO10NMiEM INSTALLATION.)
\ �2 GPH EMITTER (TWO AT EACH TREE - TYP)
OPERATING DRIP SYSTEM
(ONE IN EACHDRIPUNE INDICATOR �
SUBSECTION - TYP)
4. 1 " MAINLINE TAP SHALL. BE MADE BY TAPPING CONTRACTOR.
5. RECLAIMED WATER SERVICE LINE NEEDS TO BE SLEEVED AT SEWER CROSSING IF 18"
SEPARATION IS NOT POSSIBLE.
6. TAPPING WORK NEEDS TO BE DONE ACCORDING TO CITY OF YELM RECLAIMED WATER
PLAN. SEE DETAIL 7 -1 RECLAIMED WATER SINGLE 1" METER SERVICE,
NOTE: TAPPING SERVICE SADDLE SHALL BE A ROMAC 202NS (EPDXY COATED) AND NOT
A ROMAC 202S AS SHOWN IN DETAIL 7 -1.
FINISH GRADE
PVC MAINLINE
DRAINAGE
GRAVEL SUMP
(TYP.)
NOTE:
FUSE TEFLON TAPE ON ALL
THREADED CONNECTIONS.
CONTINUOUS
CUING. PAVER FOOTING
PRESSURE REDUCER
NOT TO SCALE
0 30 60 90
SCALE: 1 " -30
5 # 4
v .R "NONE SLEEVED
hh
jCALL BEFORE YOU DIG
u
`H Call: TOLL FREE
811
CAP TOP 01--POST
SIGNAGE IRRIGATED
WITH
RECYCLED SIGN POWDER COATED
WATER I
-.CENTER SIGNAGE AT IRRICADD DON AQUA I COLOR,
HEAD OF EACH SPACE REaaADO PURPLE PANTON 522
c 2" SCH, 40 GA�V. NOT DON DRINKING
WATTS U5B -Z3 WATER PRESSURE w �" ES PAPA ecew LETTERING AND LOGO:
-STEEL PIPE
REDUCING VALVE -1" � SOLID WHITE.
z
STANDARD VALVE BOX WITH
PURPLE LOCKING LID. TROWEL FINISH 12 X18
IIIIII!�IIIIIIII -� o
FINISH GRADE
- II I - II°I-
11 H=1 1
NOTEV .
SIGNAGE MAY BE
II PURCHASED FROM
YELM
P.N.C. THREADED n DEPARTMENIT WORKS
MALE CONNECTION
v�
D
SIGN MOUNTING AND FOOTING
P.V.C. UNION
RECLAIMED WATER SIGNAGE
NOT TO SCALE
MIN 2 CU. FT.
GRAVEL SUMP
REVISION DE- SCRIPTION: IWO NUMBER: 101062886
AS- BUILT. ORIGINAL DESIGN BY DEA IRRIGATION PLAN
CAD
LAND ARCH
REVIEWED
r,
APPROVED
3
D
B
YELM SUBSTATION
DATE (M /D /Y)
PUGET
• SOUND
ENERGY
SUBSTATION
ENGINEERING
DEPARTMENT
D v DRA ING3 O REV NO
J
SHEET: Z OF G
L-
10 /a3 /I�j
(o / ZY / 13
SCALE:1 "= 30'
CLASS: S ITS
L ILL INFO:
coDE:
10 /.Z ,/ 13
ICADO NO: D- 15236- 02.DWG
2
D
B
E
D
C
D
A
s
0
a
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0
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0
8 1 7
GENERAL
1. ALL WORK SHALL BE DONE AS SHOWN IN THE DRAWINGS AND IN CONFORMANCE WITH THE
PUGET SOUND ENERGY (PSE) GENERAL PROVISIONS AND SPECIFICATIONS FOR THIS PROJECT
(WHERE APPLICABLE). THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS;
SHOULD THEY CONFLICT.
SITE PREPARAT /ON
1. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROLS IN CONFORMANCE WITH THE
PROJECT'S STORMWATER POLLUTION PREVENTION PLAN.
2. A PRECONSTRUCTION MEETING BETWEEN THE OWNER'S REPRESENTATIVE AND CONTRACTFOR
SHALL OCCUR PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL INSTALL LIMIT OF WORK (HIGH VISIBILITY FENCING) ALONG
PERIMETERS THAT BORDER ANY AREAS OF VEGETATION NOT TO BE DISTURBED.
4. CLEAR AND GRUB ALL PLANTING AND HYDROSEED AREAS AS SHOWN ON THE PLAN,
5. GRUB TO A DEPTH SUFFICIENT TO REMOVE ALL LARGE ROOTS, ROOT CROWNS, AND OTHER
VEGETATIVE MATERIAL. ALL VEGETATIVE MATERIAL SHALL BE REMOVED FROM SITE.
6. PLANTING BEDS SHALL RECEIVE 4" OF SOIL AMENDMENT TILLED TO 6 " OF EXISTING SOIL
AMENDMENT SHALL BE A THREE WAY SOIL MIX CONSISTING OF 30% TOPSOIL, 30% SAND, AND
40% COMPOST BY VOLUME. PASSING A 3 /6" SCREEN. REMOVE EXCESS EXISTING SOIL AND ALL
ROCKS OR ANY OTHER MATERIAL GREATER THAN 2" (IN ANY DIMENSION) AND DISPOSE
OFF —SITE. COMPACT BETWEEN 75% AND 80 %. OWNER'S REPRESENTATIVE SHALL APPROVE
PRIOR TO PLANT INSTALLATION.
7. ALL SEEDED AREAS SHALL BE SCARIFIED TO 4" DEPTH, WITH EXCEPTION OF TRUCK TURN
AROUND LOOP. REMOVE ALL ROCKS OR ANY OTHER MATERIAL GREATER THAN 1" (IN ANY"
DIMENSION) AND DISPOSE OFF —SITE. PLACE 4" OF THREE WAY SOIL MIX (SPECIFIED HEREIN)
TO UNIFORM DEPTH AND COMPACT TO 85 %. OWNER'S REPRESENTATIVE SHALL APPROVE PRIOR
TO SEEDING.
8. TRUCK TURN AROUND LOOP SHALL RECEIVE 2" OF THREE WAY SOIL MIX (SPECIFIED
HEREIN) TO UNIFORM DEPTH, COMPACTED TO 85% AND HYDROSEEDED WITH SPECIFIED SEE- D
MIX. OWNER'S REPRESENTATIVE SHALL APPROVE PRIOR TO SEEDING.
6
PLANTING GENERAL
1. ALL PLANT MATERIALS SHALL CONFORM TO THE AMERICAN NURSERY LANDSCAPE ASSC)CIATION
(ANLA) STANDARDS FOR NURSERY STOCK (ANSI Z 60.1 -2004) FOR GRADE AND SIZE UNLESS NOTED
OTHERWISE ON PLAN,
2. SUBSTITUTIONS SHALL BE AUTHORIZED BY THE OWNER'S REPRESENTATIVE. IF PLANTS ARE NOT
AVAILABLE, CONTACT THE OWNER'S REPRESENTATIVE FOR APPROVED SOURCES OR SUBSTIITUTIONS.
3, PLANT MATERIALS SHALL BE INSPECTED AT THE NURSERY, OR PROJECT SITE, BY THE OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION, INSPECTION MAY INCLUDE, BUT NOT LIMITED TC),
APPROPRIATE NUMBER OF TRUNKS FOR THE SPECIES, CROWN; HEALTH AND VIGOR; ROOT STRUCTURE
AND VIGOR.
4. FAILURE TO (MEET SPECIFICATIONS OF MATERIALS AND INSTALLATION METHODS AFTER TWO
INSPECTIONS SHALL SUBJECT THE CONTRACTOR TO INSPECTION FEES, PAID TIME AND MATERIALS AT
THE STANDARD RATE BY THE CONTRACTOR.
5. IN THE EVENT OF VARIATION BETWEEN THE PLANT SCHEDULE AND THE NUMBER OF PLANTS SHOWN
ON THE PLANS, THE PLANS SHALL CONTROL.
6. THE CONTRACTOR SHALL VERIFY THAT PLANT INSTALLATION CONDITIONS ARE SUITABLE WITHIN
PLANTING AREAS. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANIY
UNSATISFACTORY CONDITIONS AND ADDRESS THEM PRIOR TO START OF PLANTING. BEGINNING OF
WORK CONSTITUTES VERIFICATION THAT CONDITIONS ARE SATISFACTORY.
7. THE CONTRACTOR SHALL PROVIDE LANDSCAPE AS —BUILT DRAWING MARKUPS LEGIBLY IMARKED TO
RECORD ACTUAL INSTALLATION. DRAWINGS SHALL INDICATE PLANT LOCATIONS REFERENCED TO
PROJECT IMPROVEMENTS. IDENTIFY FIELD CHANGES AUTHORIZED BY OWNER'S REPRESENTATIVE.
LANDSCAPE DRAWING SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE AT SUBSTANTI /aL
COMPLETION WALK THROUGH.
PLANTING INSTALLATION
1. OWNER'S REPRESENTATIVE SHALL APPROVE THE METHOD AND LAYOUT OF PLANTING IN THE
PLANTING AREAS PRIOR TO PLANT INSTALLATION. PLANTINGS WITHIN THE TRANSMISSION (LINE CLEAR
ZONE SHALL BE FIELD ADiUSTED TO ENSURE TALL TREES ARE NOT INSTALLED IN THOSE AREAS.
2. HYDROSEED ALL DISTURBED AREAS, CUT/FILL SLOPES AND DESIGNATED SEEDED AREAS WITH
HYDROSEED MIX AS SPECIFIED IN THE PLANS. CONTRACTOR SHALL PROVIDE OWNER'S REPRESENTATIVE
WITH SEED CERTIFICATION AND LABELS PRIOR TO APPLICATION.
3. ALL TREES AND SHRUBS IN THE PLANTING AREAS SHALL BE INSTALLED PER THE PLANS AND AS
SHOWN IN THE PLANTING DETAILS,
4. CONTRACTOR SHALL APPLY SOIL CONDITIONER PACKETS TO PLANT PITS (PHC TREE S)AVER TM OR
APPROVED EQUIVALENT) PER MANUFACTURER'S WRITTEN INSTRUCTIONS.
5, AFTER INSTALLATION APPLY PRE - EMERGENT HERBICIDE (SNAPSHOT OR APPROVED EQUIVALENT) TO
ALL PLANTING BEDS PER MANUFACTURER'S WRITTEN INSTRUCTIONS FOR WEED CONTROL. PRIOR TO
BARK MULCH APPLICATION.
6 DRESS AE'- PLANTING AREAS UNIFORMLY WITH 3" OF MEDIUM BARK MULCH AS SHOWN ON THE
PLAN. SUBMIT SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL.
7. AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED PER THE IRRIGATION PLAN
CALL BEFORE YOU DIG
Call: TOLL FREE
811
7
5 I 4
WARRANTY
1. THE CONTRACTOR SHALL WARRANT ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE
YEAR FROM FINAL ACCEPTANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS AND
MATERIALS DURING INSTALLATION AND THE WARRANTY PERIOD.
2. CONTRACTOR SHALL WARRANT ALL PLANT MATERIALS TO REMAIN ALIVE AND HEALTHY DURING
THIS PERIOD. THE CONTRACTOR SHALL REPLACE ALL DEAD OR UNHEALTHY PLANTS, PER PLANS
AND AS IDENTIFIED BY THE OWNER'S REPRESENTATIVE DURING THE ONE YEAR WARRANTY
INSPECTION.
MAIN TENANCE
1. THE OWNER SHALL BE RESPONSIBLE FOR LANDSCAPE MAINTENANCE FROM FINAL ACCEPTANCE
THROUGH THE WARRANTY PERIOD.
2. MAINTENANCE SHALL INCLUDE: WATER, FERTILIZER, WEEDING, SPRAYING, MOWING, RE— SETTLING,
AND STAKING OF UNSTABLE PLANTS INCLUDING PLANTS THAT HAVE BEEN BLOWN OVER, AND
OTHER MAINTENANCE NECESSARY TO ASSURE HEALTHY PLANT GROWTH THROUGHOUT THE
WARRANTY PERIOD.
3, ALL PLANT MATERIALS SHALL BE IRRIGATED BY THE CONTRACTOR THOROUGHLY WHEN PLANTED.
ALL PLANTS SHALL RECEIVE AT LEAST ONE INCH OF WATER PER WEEK DURING THE FIRST
GROWING SEASON (MAY 15 TO OCTOBER 15).
NOTE:
1, EMBED BOULDERS MINIMUM 113 OF TOTAL
HEIGHT WITH BROAD SIDE UP.
2. ALL BOULDERS SHALL BE TREATED WITH
IMPREGNATING SEALER FOR STAIN AND .GRAFFITI
PROTECTION (DRYTREAT STAIN —PROOF OR APPROVED
EQUIVALENT) PER MANUFACTURER'S WRITTEN
INSTRUCTIONS.
9
BOULDER PLACEMENT
4
4 -5 MAN ROCK
BROAD SIDE UP
3" BARK
COMPACTED SUBGRADE
7
9
3
2
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IT CROWN 1" -2" ABOVE
-NEED SOIL GRADE
SARK MULCR, HOLD BACK 2 " -3"
,Y FROM MAIN STEM
HICK RIM BERV
FINISH GRADE
LADED SOIL
SOIL CONDITIONER PACKET
TING SUBGRADE
MLY HAND COMPACT
3 MOUND BELOW
ROOTBALL
SHRUB PLANTING
NOT TO SCALE
ROOT CROWN 2 " -4" ABOVE
DLANTING SOIL GRADE
12) 2 "x2 "x8' HARDWOOD STAKES LOCATED
CUIDISTANTLY OUTSIDE MULCH RING AND
DLANT PIT.
OCKING TREE TIE
;ALLOW SOME SLACK IN TIE)
3' BARK MULCH, HOLD
BACK 2 " -3" FROM MAIN
STEM.
3" HIGH RIM BERM I
WISH GRADE PREVAILING
REMOVE ALL BURLAP AND WIRE
BASKET FROM ROOT BALL
AMENDED SOIL
;2) SOIL CONDITIONER PACKETS
XISTING SUBGRADE
EVERGREEN TREE PLANTING
NOT TO SCALE
WIND
DIRECTION
0 oY
STAKING
PLAN
COT CROWN 2 " -4" ABOVE
LANTING SOIL GRADE
DATE (M /D /Y)
2) 2 "x2 "x8' HARDWOOD
STAKES LOCATED
QUIDISTANTLY OUTSIDE
MULCH RING AND
LANTING PIT.
CCKING TREE TIE
ALLOW SOME SLACK IN
TIE)
" BARK MULCH, HOLD
(v /23 /
ACK 2 " -3" FROM MAIN
APPRfIVFD
TEN
(O /A$/
" HIGH RIM BERM
I
NISH GRADE PREVAILING
EMOVE ALL BURLAP AND WIRE
ASKET FROM ROOT BALL
MENDED SOIL
SOIL CONDITIONER PACKETS
(ISTING SUBGRADE
COLUMNAR EVERGREEN TREE PLANTING
NOT TO SCALE
REVIS[CN DESCRIPTION: IWO NUMBER: 101027620
AS- BUILT. ORIGINAL DESIGN BY SEA
PUGET
SOUND
ENERGY
CALE:
ADD NC: 0- 1523G_03.DWG
WIND
DIRECTION
W
a
STAKING
PLAN
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SUBSTATION
ENGINEERING
DEPARTMENT
CLASS: SITE
DRAWING NO REV NO
D -15236 3
D
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DATE (M /D /Y)
CAD
£• "DAH�
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WIND
DIRECTION
W
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PLAN
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SUBSTATION
ENGINEERING
DEPARTMENT
CLASS: SITE
DRAWING NO REV NO
D -15236 3
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8 1 7
1. ALL NEW LANDSCAPE AREAS SHALL HAVE AN AUTOMATICALLY CONTROLLED IRRIGATION
SYSTEM. SYSTEM SHALL BE DESIGNED TO CONSERVE WATER, IRRIGATION SYSTEM WORK
INCLUDES EXCAVATING, BACKFILLING, SUPPLYING AND INSTALLING VALVES AND FITTINGS,
PIPING AND FITTINGS, QUICK COUPLER VALVES, VALVE BOXES, AND ACCESSORIES,
TESTING, AND WINTERIZING AND S °RING START UP.
2. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO USE RECLAIMED WATER AT A MAXIMUM
FLOW OF 20 GPM AND A STATIC PRESSURE OF 90 PSI.
3. THE IRRIGATION PLAN IS DIAGRAMMATIC. INSTALL MAINLINE, VALVES, PIPE,
AND ASSOCIATED EQUIPMENT IN PLANTER BEDS.
4. LOCATE ALL ABOVE AND BELOW GROUND UTILITIES AND PROTECT THEM FROM DAMAGE
DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INCURRED DURING,
OR AS A RESULT OF, CONSTRUCTION OF IRRIGATION SYSTEM.
5, IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO COORDINATE
INSTALLATION OF IRRIGATION SLEEVES WITH THE GENERAL CONTRACTOR.
6. INSTALL SYSTEM TO MEET ALL APPLICABLE CODES AND INSPECTIONS AND OBTAIN ALL
REQUIRED PERMITS PRIOR TO CONSTRUCTION.
7. INSTALL ALL MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH MANUFACTURER'S
WRITTEN SPECIFICATIONS AND RECOMMENDATIONS.
8. PROVIDE ONLY NEW MATERIALS, WITHOUT FLAWS OR DEFECTS AND OF THE HIGHEST
QUALITY OF THEIR SPECIFIED CLASS AND KIND FOR COMMERCIAL USE.
A. PVC MAINLINE AND LATERAL PIPE SHALL BE CONSTRUCTED OF SCH.
40 PVC. ALL PIPES SHALL BE PURPLE IN COLOR AND PERMANENTLY
PRINTED WITH STANDARD PERTINENT INFORMATION.
B. PVC FITTINGS SHALL BE SCHEDULE 80 RATED FOR MAINLINE AND
SCHEDULE 40 RATED FOR LATERALS AND MEET ASTM D2466
STANDARDS AND SPECIFICATIONS.
C. PVC NIPPLES SHALL BE SCHEDULE 80 RATED AND MEET ASTM D1785
REQUIREMENTS AND SPECIFICATIONS. ALL NIPPLES WILL HAVE TAPERED
THREADS.
D. JOINING MATERIALS USED SHALL BE MANUFACTURED BY I.P.S. OR
APPROVED EQUIVALENT, AND SHALL BE USED IN ACCORDANCE WITH THE
MANUFACTURER'S WRITTEN SPECIFICATIONS AND SAFETY
RECOMMENDATIONS.
E. _ HREADED CONNECTIONS (PVC) SHALL BE SEALED WITH TEFLON TAPE.
F. IRRIGATION SLEEVES SHALL BE SCHEDULE 40 PVC AND SIZED DOUBLE
THE DIAMETER OF THE PIPE RUNNING THROUGH IT.
G. ALL IRRIGATION WIRING TO BE "MULTISTRAND" WIRING,
9. CONTRACTOR SHALL NOTIFY OWNER FOUR DAYS IN ADVANCE OF IRRIGATION PIPING
COMPLETION. CONTRACTOR SHALL NOT BURY IRRIGATION PIPES AND COMPONENTS UNTIL A
VISUAL INSPECTION HAS BEEN CONDUCTED BY THE OWNER OR OWNER'S APPROVED
REPRESENTATIVE AND HAS BEEN APPROVED. MA :NLINES SHALL BE UNDER PRESSURE AT
TIME OF INSPECTION FOR A MINIMUM OF TWO HOURS PRIOR TO INSPECTION AND SHALL BE
HOLDING PRESSURE WITHOUT VISUAL LEAKS. PIPING SHALL BE TRENCHED TO SPECIFIED
DEPTH AND SAND BEDDED PER PLANS, CONTRACTOR IS RESPONSIBLE FOR ALL
REPAIRS /REVISIONS TO SYSTEM REQUIRED TO BRING SYSTEM INTO COMPLIANCE AT NO
COST TO THE OWNER.
10. CONTRACTOR SHALL DEMONSTRATE OPERATION AND PERFORMANCE OF
SYSTEM IN THE PRESENCE OF THE OWNER OR OWNER'S APPROVED
REPRESENTATIVE PRIOR TO INSTALLING PLANT MATERIAL, IF ANY PART OF
THE SYSTEM IS INADEQUATE DUE TO DEVIATION FROM DESIGN AND /OR DUE TO
NEGLIGENCE, POOR WORKMANSHIP OR MATERIALS, CONTRACTOR SHALL
REPAIR /REPLACE IRRIGATION SYSTEM AT NO COST TO OWNER.
11. CONTRACTOR SHALL PROVIDE IRRIGATION SYSTEM RECORD DRAWING MARKUPS
LEGIBLY MARKED TO RECORD ACTUAL INSTALLATION. DRAWINGS SHALL INDICATE
HORIZONTAL AND VERTICAL LOCATIONS, REFERENCED TO PROJECT IMPROVEMENTS.
IDENTIFY FIELD CHANGES OF DIMENSION AND DETAIL AUTHORIZED BY OWNER'S
REPRESENTATIVE. IRRIGATION DRAWING SHALL BE SUBMITTED TO OWNER'S
REPRESENTATIVE AT SUBSTANTIAL COMPLETION WALK THROUGH. CONTRACTOR
SHALL SUBMIT AN 11— IN.X17 —IN. PLAN (LAMINATED) AND PLACED AT THE
CONTROLLER LOCATION LEGIBLY SHOWING COLOR —CODED ZONES.
12. CONTRACTOR SHALL REVIEW ENTIRE SYSTEM WITH OWNER'S
REPRESENTATIVE AND SUPPLY OPERATIONS MANUAL AND
WARRANTIES.
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13. WINTERIZATION: CONTRACTOR SHALL INSPECT SYSTEM, SHUTOFF AND VALVE BOX
DRAIN PIPE BETWEEN SHUTOFFS AND DOUBLE -CHECK VALVE AND BLOW W/ PURPLE LOCKING LID
OUT SYSTEM COMPLETELY BETWEEN OCTOBER 1 AND OCTOBER ,15 DURING WATERPROOF
THE WARRANTY PERIOD FOR WINTERIZATION. CONNECTION (1 OF 2)
IT SPRING STARTUP: CONTRACTOR SHALL INSPECT, PRESSURIZE SYSTEM, 30 -INCH LINEAR LENGTH
REPAIR 11 -EARS AND ANY FAULTY WORK, ADJUST AND PROGRAM OF WIRE, COILED
CONTROLLERS AS NECESSARY BEFORE MARCH 31 FOR SPRING STARTUP. PVC SCH. 80 NIPPLE
15, TAPPING OF RECLAIMED WATER MAINLINE TO BE PERFORMED BY TYPICAL, LENGTH AS,
REQUIRED)I
6
5
HARDSCAPE SURFACE
CLEAN BACKFILL AS REQUIRED. TO
BE SET IN 6" LIFTS, REFER TO
SPECIFICATIONS FOR SPECIFIC
MATERIAL AND COMPACTION
REQUIREMENTS.
INSTALL UNDERGROUND UTILITY LINE
MARKING TAPE OVER MAINLINE
LATERAL LINE WITH SLEEVE
INSTALL UNDERGROUND UTILITY LINE
TRACE COPPER WIRE OVER MAINLINE
PRESSURE MAIN LINE WITH SLEEVE
CLEAN SAND
CONTROL WIRES SLEEVE
NOTES:
1. ALL SLEEVES TO BE PVC. SCH. 40 AND TWICE THE DIAMETER OF THE WORKING PIPE.
2. ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES.
3, CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND UNDER WALKS AND DRIVES.
IRRIGATION SLEEVING
NOT TO SCALE
INSERT FITTING
1/4 -INCH SELF - PIERCING BARB CONNECTOR
1/4 -INCH TUBING:
POLYETHYLENE DISTRIBUTION TUBING
EMITTER
FINISH GRADE
EASY FIT COMPRESSION COUPLING
EASY FIT COMPRESSION FLUSH CAP
1/2" POLYETHYLENE TUBING
TIE -DOWN STAKE
1/4" TUBING STAKE
_ EASY FIT COMPRESSION TEE
® EASY FIT COMPRESSION ADAPTER
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)
PVC SCH 80 FITTING TEE OR ELL
LATERAL PIPE
NOTE, INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS.
EMITTER
NOT TO SCALE
RECLAIMED WATER TAG
ID TAG
TOP OF MULCH
FINISH GRADE
CONTROL ZONE KIT
PVC SCH 80 NIPPLE,
CLOSE (1 OF 3)
PVC SCH 40 MALE ADAPTER
CERTIFIED TAPPING COMPANY, PUBLIC WORKS DEPARTMENT TO BE - PVC LATERAL
NOTIFIED 48 WORK DAY HOURS PRIOR TO TAPPING AND CITY INSPECTOR PVC SCH. 40 ELL — �a�.
SHALL BE PRESENT DURING TAPPING OPERATION. YELM PUBLIC WORKS ] 1J �6 PVC SCH aI G AS
PVC SCH 40 TEE OR ELL FOR SERVICING ASSEMBLY
DEPARTMENT RECLAIMED WATER DIVISION PHONE # (360) 458 - =8411
PVC CHECK VALVE MATCH
LINE SIZE
PVC SCH 80 NIPPLE,, PVC MAINLINE
(2 -INCH LENGTH, HIDDEN)I BRICK (1 OF 4)
AND PVC SCH 40 ELL
3 -INCH MIN. DEPTH OF
NOTE: SPRAY HEAD IRRIGATION ZONE CONTROL VALVE INSTALLATION IS 3/4 -INCH WASHED GRAVEL
SIMILAR. SPRAY ZONES DO NOT USE FILTER OR PRESSURE REGULATOR
DRIP CONTROL ZONE KIT W/ SELF CLEANING RLTER
NOT TO SCALE
CALL BEFORE YOU DIG
Call: TOLL FREE
811
8
7
6
5
4 1 3
SOIL BACKFILL F
FINISH GRADE - LAWN
FREE OF ROCK O
OR B
BARK MULCH
LATERAL PIPE LINE
ll =11I W
W= _
INSTALL UNDERGROUND
UTILITY LINE MARKING
U
FINISH GRADE
INSERT FITTING'.
1/4 -INCH SELF - PIERCING
BARB CONNECTOR
1/2 -INCH POLYETHYLENE
TUBING
OPERATION INDICATOR
1/4 -INCH TUBING
1/4 -INCH BARBED INLET
DRIP OPERATION INDICATOR
NOT TO SCALE
WALK /CURB
FINISH GRADE
POP -UP III III — III —I III —III � °. ,
SPRINKLER BODY
—111 =1 l l l l l l a a, a
illl a,
-iii —
12'
NOTES
:
1, USE TEFLON TAPE FOR ALL
(3) MARLEX THREADED PIPE CONNECTIONS.
STREET ELLS 2. NIPPLE AND STREET ELL
DIAMETERS SHALL EQUAL INLET
SIZE SPRAY BODY.
FLEXIBLE
POLYETHYLENE
"FUNNY" PIPE
SCH. 40 P.V.C. TEE
STREAM SPRAY ROTOR SPRINKLER
NOT TO SCALE
4
dG,°
z
N
2
2,
SIDE VIEW
BOX WIIH PURPLE
vG LID
GRADE /TOP OF MULCH
JMINUM FEMALE CAM -LOCK COUPLER.
DE MALE ADAPTER W/ HOSE COMPRESSION
G (FIX TO HOSE USING STAINLESS HOSE
'S) AND MALE DUST PLUG
ASS BALL VALVE
;Chi 80 NIPPLE
TH AS REQUIRED)
JIMUIM DEPTH CF
-) WASHED GRAVEL
(1 OF 2)
SCH 80 NIPPLE
TH AS REQUIRED)
SCH 40 STREET ELL
;CH 40 TEE OR ELL
4AINLINE PIPE
SCH 40 ELL
;CH 40 STREET ELL
m. .�BAR WITH STAINLESS STEEL CLAMPS
(LENGTH AS NEEDED FOR SUPPORT)
NOT=:
1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED
IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE.
NOT TO SCALE
FRONT VIEW
GROUND ROD LAYOUT
LEGEND
1. CONTROLLER ENCLOSURE 7, CONTROLLER SUB-ASSEMBLY (CSA)
(V,I,T. STRONGBOX #SB -24CR OR INCLUDES GFI & TERMINAL STRIPS
APPROVED EQUAL). WITH PLACARDS.
2. ENCLOSURE PEDESTAL (V,I,T. 8. AUTOMATIC CONTROLLER.
STRONGBOX #PED -24CR OR
APPROVED EQUAL), 9. 120 -VOLT SERVICE IN CONSULT
3. PRE - MANUFACTURED OR CAST IN 10. COMPACTED SUBGRADE.
PLACE CONCRETE BASE.
4. PVC LONG SWEEP ELL -USE ONE 11. GROUNDING GRID W/ 6" ROUND
SWEEP ELL PER CONTROLLER. VALVE BOX G OF 3). USE 8'
COPPER CLAD D GROUND POD W/
5, DIRECT BURIAL CONTROL WIRES SEPERATE WIRE CLAMPS FOR EACH
TO CONTROL VALVES. GROUND WIRE.
6. FINISH GRADE. 12. BARE COPPER GROUND WIRE
10 -1 MINIMUM.
NOTE.
1. GROUND WIRE FROM EQUIPMENT TO FIRST ROD SHOULD BE AS SHORT
AND STRAIGHT AS POSSIBLE.
2, IF CONTROLLER IS TO BE LOCATED NEAR A SLOPED AREA, INSTALL
AT TOP OF SLOPE.
3. INSTALL ALL COMPONENTS PER MANUFACTURER SPECIFICATIONS.
CONTROLLER INSTALLATION
NOT TO SCALE
REVISIONI DESCRIPTION: WO NUMBER: 10106288
6 y q ry�g
AS- BUIL -T, ORIGINAL DESIGN BY DEA b R n G A T A O N NOTES AND D L T A I L S
YELM SUBSTATION
DATE (M /D /Y) DRAWING NO REV
CAD �. DAHI-. to /;E?7 / I , PUGET SUBSTATION
ENERGY DEPARTMENT D-15236 4 OF
LAND AfRCH / / sr1EET: q of q
REVIEWED ,s'fPwFr� 10 /7-3 / 13 SCALE: CLASS: SITE FILL NO:
APPROVED 10 /26/15 CADE NO: 0- 1523E_0a.DWC CODE:
3 2
B
CONTROLLER INSTALLATION
NOT TO SCALE
REVISIONI DESCRIPTION: WO NUMBER: 10106288
6 y q ry�g
AS- BUIL -T, ORIGINAL DESIGN BY DEA b R n G A T A O N NOTES AND D L T A I L S
YELM SUBSTATION
DATE (M /D /Y) DRAWING NO REV
CAD �. DAHI-. to /;E?7 / I , PUGET SUBSTATION
ENERGY DEPARTMENT D-15236 4 OF
LAND AfRCH / / sr1EET: q of q
REVIEWED ,s'fPwFr� 10 /7-3 / 13 SCALE: CLASS: SITE FILL NO:
APPROVED 10 /26/15 CADE NO: 0- 1523E_0a.DWC CODE:
3 2
B
B