20180242 Civil Plans Original (NPR Recycling)LEGEND
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A PORTION OF SECTION 5, TOWNSHIP 17 NORTH, RANGE 02 WEST, W.M.
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RD — ROOF DRAIN
FOOTING DRAIN
G — GAS LINE
ucP POWER LINE \ -
T — TELEPHONE LINE
—CATV— CABLE TV LINE
- ROADWAY CENTERLINE � — �\\ \• '
APPLICANT:
UBAIDA MUFREJ
— - - —
— - - —
RIGHT-OF-WAY LINE
\
- - —
— - -
EASEMENT LINE
SITE ADDRESS:
NPR HOLDINGS, LLC
FRONT/BACK OF CURB
\
YELM, WA 98597
ZONING:
I - INDUSTRIAL
SITE AREA:
EDGE of GRAVEL SHOULDER
_ - - - - -
EDGE OF GRAVEL SHOULDER
EDGE OF PAVEMENT
EDGE OF PAVEMENT
SOILS:
MART SILT LOAM
SANITARY SEWER:
CITY OF YELM
L07 3
u
6(
FIRE HYDRANT
BLOCK 9
W
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WATER METER BOX
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STORM DRAIN CATCH BASIN
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VICINITY MAP
N.T.S.
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PROJECT INFORMATION
APPLICANT:
UBAIDA MUFREJ
3655 MARGINAL WAY S. #203
SEATTLE, WA 98134
(206) 313-0256
PARCEL NOS:
64300900200
SITE ADDRESS:
NPR HOLDINGS, LLC
939 NORTHERN PACIFIC RD.
YELM, WA 98597
ZONING:
I - INDUSTRIAL
SITE AREA:
606,420 SF/ 13.921 ACRES
GRADING:
CUT = 12,200 CY
FILL = 10,230 CY
NET = 1,970 CY
SOILS:
MART SILT LOAM
SANITARY SEWER:
CITY OF YELM
WATER:
CITY OF YELM
FIRE DISTRICT:
THURSTON COUNTY
SHEETINDEX
CO.1 CIVIL COVER SHEET
C1.1 HORIZONTAL CONTROL PLAN
C1.2 HORIZONTAL CONTROL NOTES AND DETAILS
C2.1 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
C2.2 TESC NOTES AND DETAILS
C3.1 SITE GRADING AND DRAINAGE PLAN
C3.2 YARD GRADING AND DRAINAGE PLAN
C3.3 DRAINAGE NOTES AND DETAILS
C3.4 DRAINAGE NOTES AND DETAILS
C3.5 DRAINAGE NOTES AND DETAILS
C4.1 SEWER AND WATER SERVICE PLAN
C4.2 SEWER NOTES AND DETAILS
C4.3 WATER NOTES AND DETAILS
C5.1 FRONTAGE IMPROVEMENT PLAN AND PROFILE
C5.2 FRONTAGE IMPROVEMENT SECTION AND DETAILS - DEFERRED
C5.3 PAVEMENT MARKING, LIGHTING NOTES AND DETAILS - DEFERRED
SURVEY INFORMATION
LEGAL DESCRIPTION
THURSTON COUNTY TITLE ESCROW NO. TH8749 LOT 2, BLOCK
9 IN MCKENNA IRRIGATED TRACTS, AS RECORDED IN VOLUME
9 OF PLATS, PAGE 43.
VERTICAL DATUM
NAVD 88 DATUM
BASIS OF BEARING
WASHINGTON STATE GRID SOUTH ZONE FROM CTR SEC. 19
(THPN PT#839) TO NE CORNER SECTION 19 (TCHPN
APPROVED FOR CONSTRUCTION
BY, DATE: _
DRECTOR OF PUBLIC WORKS
EXPIRES:
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JOB NUMBER
18025
DRAIANG NAME
18025 CO.1 CVR
C0.1
1 OF 15
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HORIZONTAL CONTROL NOTES:
OCONSTRUCT DRIVEWAY APRONS TO MATCH EXISTING
EDGE OF PAVEMENT.
O2 CONSTRUCT NEW ON-SITE CONCRETE SIDEWALK PER
DETAIL ON SHEET C1.2.
O3 CONSTRUCT NEW PARKING LOT EXTRUDED CURB PER
DETAIL ON SHEET C1.2.
OSTRIPE NEW PARKING LOT STALLS PER DETAIL ON
SHEET C1.2,
SO STRIPE NEW ADA PARKING STALLS PER DETAIL ON
SHEET C1.2,
OINSTALL ACCESS GATE.
ONEW PAVING SECTION PER DETAIL ON SHEET C1.2.
OCONSTRUCT NEW REFUSE ENCLOSURE STRUCTURE
AND CONCRETE PAD PER DETAIL ON SHEET C1.2.
O9 NEW LANDSCAPING.
I■ 5
I 3
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e9.019.0 R3.0
RI 6*0
PAVING NOTE:
ALL PAVING SHALL BE DONE PRIOR TO OCTOBER IST WILL
REQUIRE APPROVAL FROM THE OWNER AND PROJECT
ENGINEER. SUB—GRADE THAT DOES NOT MEET COMPACTION
OR IS SATURATED WILL REQUIRE THE CONTRACTOR TO
PROVIDE A WRITTEN 2 YEAR WARRANTY FOR THE PAVING,
ADA NOTE: ��
ALl NEW SIDEWALKS SHALL NOT EXCEED 2% SIDE SLOPE AND -
ADA PARKING STALLS AND RAMP LANDINGS SHALL NOT
EXCEED 2 PERCENT SLOPE IN ALL DIRECTIONS, ALL ADA
ACCESSIBLE ROUTES IDENTIFIED ON THE PLANS SHALL NOT
EXCEED
5% LONGITUDINAL GRADE, ALL ADA RAMPS SHALL
NOT EXCEED 8% GRADE AND 2X CROSS SLOPE. CONTRACTOR -
IS RESPONSIBLE TO CHECK GRADES PRIOR TO CONCRETE AND \
PANNG WORK. ANY GRADES EXCEEDING THE ABOVE LIMITS
WILL BE REQUIRED TO BE CORRECTED AT THE SOLE EXPENSE
OF THE CONTRACTOR. -\
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Joe NUMBER
18025
DRAINNG NAME
18025 C1.1 HCPL
C1.1
2 OF 15
f- 2" CSTC
3ASPHALT TOP COURSE
L 8" CSBC
COMPACTED NATIVE SOIL M ST
BE EXCAVATED LEVEL PRIOR
TO PLACEMENT OF BASE
COURSE.
TYPICAL PAVING SEC110N
4" CONCRETE TOP COURSE
�—COMPACTED NATIVE SOIL MU
4" CSBC 8E EXCAVATED LEVEL PRIOR
TO PLACEMENT OF BASE
COURSE.
TYPICAL SIDEWALK SECTION
INSTALL HANDICAPPED SIGN PER
ROW. SEE DETAIL ON THiS SHEET.
2'
—TYPICAL VAN ACCESS 4" HIDE WHITE PAINT
STALL DNE (TYP,)
INTERNATIONAL BLUE
DETECTABLE WARNING PATTERN AREA
SHALL BE YELLOW, IN COMPLIANCE
WITH STD, SPEC, 8-14.3(3)
A
B RAMP
PLAN
'I°I E_EVAnoN
3/I6"
MIN.
FN HED GRADE I
AAAA
FACE OF CURB5
0
Mr 11NO
1/2'
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10'
1'
1/2 R.
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`TOP
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OR PARKING
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6'
L 8" CSBC
COMPACTED NATIVE SOIL M ST
BE EXCAVATED LEVEL PRIOR
TO PLACEMENT OF BASE
COURSE.
TYPICAL PAVING SEC110N
4" CONCRETE TOP COURSE
�—COMPACTED NATIVE SOIL MU
4" CSBC 8E EXCAVATED LEVEL PRIOR
TO PLACEMENT OF BASE
COURSE.
TYPICAL SIDEWALK SECTION
INSTALL HANDICAPPED SIGN PER
ROW. SEE DETAIL ON THiS SHEET.
2'
—TYPICAL VAN ACCESS 4" HIDE WHITE PAINT
STALL DNE (TYP,)
INTERNATIONAL BLUE
DETECTABLE WARNING PATTERN AREA
SHALL BE YELLOW, IN COMPLIANCE
WITH STD, SPEC, 8-14.3(3)
A
B RAMP
PLAN
'I°I E_EVAnoN
3/I6"
NOTES:
DETECTABLE WARNING SURFACE
1. THE DETECTABLE WARNING SURFACE (DWS) SHALL
EXTEND THE FULL WIDTH OF THE CURB RAMP
THE LANDING,
2, (EXCLUSIVE DH DETECTABLEE FLARES)
D
SURFACE SHALL BE RE RESERVE
PLACED AT THE BACK OF CURB, AND NEED NOT pAFp(ING PARICNG
FOLLOW THE RADIUS.
3, THE ROWS OF TRUNCATED DOMES SHALL BE
ALIGNED TO BE PERPENDICULAR TO GRADE BREAK yAy
AT THE BACK OFF CURB. rip
4. THE ROWS OF TRUNCATED DOMES SHALL IBE
ALIGNED TO BE PARALLEL TO THE DIRECTION OF
IRAOi INSTALL MUTCD SIGN R7 -e IN
5. CURBURB AND GUTTER ARE NOT PRESENT, SUCH FRONT OF HANDICAPPED
AS SHARED -USE PATH
CONNECTION, THE STALL
DETECTABLE WARNING SURFACE SHALL BE PLACED
AT THE PAVEMENT EDGE. Q POST REWIREDIN
LANDSCAPE AREAS. ADHERE
SIDEWALK AND CURB RAMP SIGN ONLY 70SIDING WHEN
6, SEE STANDARD PLANS FOR SIDEWALK AND CURB BUILDING BORDERS SIDEWALK.
RAMP DETAILS
7, IF CURB RAMP IS REWIRED, THE LOCATION OF
THE
DETECTABLE WARNING SURFACE MUST BE AT
��ADA STALL AND ACCESSIBILITY
�_J N.T.S. SIGN DETAIL
0.25'
25'
ADA SIGN &STALL
ADD_SIGN&STALL.dwg
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STRIPE (TIP)
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COMPACT WHEEL STOP/PARKING
STALL INSTALLATION DETAIL
N.T.S.
MIN.
MAX.
FACE OF CURB5
0
1/2'
-
10'
NOTES:
DETECTABLE WARNING SURFACE
1. THE DETECTABLE WARNING SURFACE (DWS) SHALL
EXTEND THE FULL WIDTH OF THE CURB RAMP
THE LANDING,
2, (EXCLUSIVE DH DETECTABLEE FLARES)
D
SURFACE SHALL BE RE RESERVE
PLACED AT THE BACK OF CURB, AND NEED NOT pAFp(ING PARICNG
FOLLOW THE RADIUS.
3, THE ROWS OF TRUNCATED DOMES SHALL BE
ALIGNED TO BE PERPENDICULAR TO GRADE BREAK yAy
AT THE BACK OFF CURB. rip
4. THE ROWS OF TRUNCATED DOMES SHALL IBE
ALIGNED TO BE PARALLEL TO THE DIRECTION OF
IRAOi INSTALL MUTCD SIGN R7 -e IN
5. CURBURB AND GUTTER ARE NOT PRESENT, SUCH FRONT OF HANDICAPPED
AS SHARED -USE PATH
CONNECTION, THE STALL
DETECTABLE WARNING SURFACE SHALL BE PLACED
AT THE PAVEMENT EDGE. Q POST REWIREDIN
LANDSCAPE AREAS. ADHERE
SIDEWALK AND CURB RAMP SIGN ONLY 70SIDING WHEN
6, SEE STANDARD PLANS FOR SIDEWALK AND CURB BUILDING BORDERS SIDEWALK.
RAMP DETAILS
7, IF CURB RAMP IS REWIRED, THE LOCATION OF
THE
DETECTABLE WARNING SURFACE MUST BE AT
��ADA STALL AND ACCESSIBILITY
�_J N.T.S. SIGN DETAIL
0.25'
25'
ADA SIGN &STALL
ADD_SIGN&STALL.dwg
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STALL INSTALLATION DETAIL
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4" CONC.
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6 1/2'
FACE OF CURB5
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EDGE OF ASPHALT
BARRIER
CURB
EXTRUDED CURBING DETAIL
5 1/2"
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CURB GRADE
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4' 1' TO 20'
A.
8 1/2"
10'
R24' ' e'
1' 6"-�
CURB
AND GUTTER
ROLLED CURB AND GUTTER
NOTES:
1. EXPANSION JOINT
MATERIAL TO BE 3/8" THICK PREMOLDED
JOINT FILLER FULL THICKNESS OF
CONCRETE SPACING,
2, FORM AND SUBGRADE INSPECTION REWIRED BEFORE POURING CONCRETE,
3. WHEN CHECKED
WITH A 10 FOOT SIHAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1/8 INCH,
AND AUGNMENT
SHALL NOT VARY MORE THAN 1/4 INCH,
1 CONCRETE CURB DETAILS
CONC CURB DT
N.T.S.
CONC_CURB_DT.dwg
4" CONC.
Aim m
2' CLEARANCE (TYP.)-
2.5"� 1"
I TWO #3
BARS
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8" MIN,
6" 10" MAX.
3:i SAND & CEMENT -
GROUT 1" DEPTH
TWO #6 BARS
PRECAST CEMENT CONRETE WHEELSTOP
N.T.S.
SEE BARRIER CURB
DETAIL THIS SHEET.
� 2" CRUSHED SURFACING TOP COURSE
OR WELL GRADED SAND.
I 15'
VARIES 5' 5'
GENERAL NOTES:
1. EXPANSION JOINT MATERIAL TO 8E 3/8" THICK PREMOLDED JOINT FILLER
FULL THICKNESS OF CONCRETE.
2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE,
3. SCORE MARKS SHALL BE t1/8" WIDE BY t1/4" DEEP. FOR SIDEWALKS OVER
8' IN WIDTH, A LONGITUDINAL SCORE MARK SHALL BE MADE ALONG CENTER
OF WALK,
4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN
SIDEWALK AT PC AND PT AT ALL CURB RETURNS, EXPANSION JOINTS SHALL
BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND
GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS
OTHERWISE DIRECTED BY ENGINEER,
ONSITE SIDEWALK DETAIL
N.T.S.
NON—SHRINK
GROUT
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JOB NUMBER
18025
DRAWING NAME
17050)-ICND
C1.2
3 OF 15
0
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2.5"� 1"
I TWO #3
BARS
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8" MIN,
6" 10" MAX.
3:i SAND & CEMENT -
GROUT 1" DEPTH
TWO #6 BARS
PRECAST CEMENT CONRETE WHEELSTOP
N.T.S.
SEE BARRIER CURB
DETAIL THIS SHEET.
� 2" CRUSHED SURFACING TOP COURSE
OR WELL GRADED SAND.
I 15'
VARIES 5' 5'
GENERAL NOTES:
1. EXPANSION JOINT MATERIAL TO 8E 3/8" THICK PREMOLDED JOINT FILLER
FULL THICKNESS OF CONCRETE.
2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE,
3. SCORE MARKS SHALL BE t1/8" WIDE BY t1/4" DEEP. FOR SIDEWALKS OVER
8' IN WIDTH, A LONGITUDINAL SCORE MARK SHALL BE MADE ALONG CENTER
OF WALK,
4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN
SIDEWALK AT PC AND PT AT ALL CURB RETURNS, EXPANSION JOINTS SHALL
BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND
GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS
OTHERWISE DIRECTED BY ENGINEER,
ONSITE SIDEWALK DETAIL
N.T.S.
NON—SHRINK
GROUT
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JOB NUMBER
18025
DRAWING NAME
17050)-ICND
C1.2
3 OF 15
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WSDOE BMP LIST -
CONTRACTOR SHALL HAVE A COPY OF THE PROJECT \
\'77
SWPPP ONSITE AT ALL TIMES DURING CONSTRUCTION,
SEE SWPPP FOR LISTED BMPS.
CE CONSTRUCTION ENTRANCE -BMP C105
CONTRACTOR SHALL INSTALL 15 FT WIDE CONSTRUCTION ENTRANCEIEXIT aX s x nr ee
USING 4 TO B INCH MINUS QUARRY ROCK 12 INCHES THICK PER WSDOE FIGURE \ \
114.2.12. CRUSHED CONCRETE WILL NOT BE ALLOWED. PLACE WOVEN \
GEOTEXTILE WITH A GRAB TENSILE STRENGTH OF 200 PSI IF SOFT SOILS ARE
ENCOUNTERED. PROVIDE LENGTH PER PLAN. CONTRACTOR SHALL REMOVE X\
ALL SILT FENCING ONCE THE PROJECT IS COMPLETED OR DETERMINED TO BE
STABILIZED BYTHE PROJECT ENGINEER.
CONCRETE WASHOUT AREA -BMP C154
CONTRACTOR SHALL PROVIDE THE CONCRETE WASHOUT AREA AT THE \ \
LOCATION SHOWN ON THE APPROVED TESC PLANS. CONTRACTOR SHALL USE
ONE OF THE TWO OPTIONS SHOWN ON WSOOE FIGURE 114.1.7A. WASHOUT 1 \\ \ \ \
AREA SHALL BE A MINIMUM 10 -FOOT X 1 O -FOOT SQUARE. CONTRACTOR SHALL ti -
MAINTAIN THE BMP THROUGHOUT CONSTRUCTION AND REMOVE WASHOUT \Y• \
WATER AS NEEDED DURING THE WINTER MONTHS. CLEAN ALL CONCRETE
TOOLS OVER THE WASHOUT AREA. NO WASHOUT AREA WATER MAY ENTER THE
GROUND, SURFACE OR ONSITE STORMWATER SYSTEM.
IP STORM DRAIN INLET PROTECTION -BMP C220
CONTRACTOR TO PROVIDE INLET PROTECTION ON ALL NEW CATCH BASIN
INLETS IMMEDIATELY AFTER INSTALLATION. ALL EXISTING CATCH BASINS
WITHIN 500 FEET OF THE SITE CONSTRUCTION ENTRANCE SHALL ALSO RECEIVE
INLET PROTECTION. SEE DETAIL ON APPROVED PLANS. REMOVE THE BMFS
ONCE THE SITE IS DETERMINED TO BE STABILIZED BY THE PROJECT ENGINEER.
SF SILT FENCING -BMP C233
CONTRACTOR SHALL INSTALL ALL SILT FENCING PER APPROVED TESC PLAN
AND WSDOE FIGURE 114.2.12. SILT FENCING ALONG THE CLEARING LIMITS SHALL
BE ORANGE IN COLOR. SEE PROJECT SWPPP FOR SILT FENCING
SPECIFICATIONS.
WO WATTLES-BMPC235
CONTRACTOR SHALL PROVIDE WATTLES PER APPROVED TESC PLAN AND
WSOOE FIGURE 114.2.14.
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JOB NUMBER
18025
DRAHING NAME
18025_C2.1—ECPL
C2.1
4 OF 15
wireto
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Typical V—Shaped Channel Cross—Section
REPLACEMENT,
AND
NOT TO SCALE
THESE ESC
FACILITIES IS
stoples, wire rings �
RESPONSIBILITY
OF THE CONTRACTOR
ach to
equivalent to attach fabric
equivalent to
ALL
CONSTRUCTION
to po2N27 by 14 Go, wire or
AND APPROVED
1000 m1n,
•SII` I✓`I�Y �����i•I •i •.•-���I�p, Si'� •Ir.Mlninnur�
6t maxtrenchPost
Install driveway
culvert if there Is
a roadside ditch 40 — B" .�
present .�
quarry spalls
Geotextile •�-�����
•1;:1�1•'I�I�I�
.;I
Notes: 15- min,
1. Driveway shall 12* thicknei
meet the minimum
requirements of
the permitting
agencyo Provide full
width of
2. It is recommended ingress/egress
that the entrance area
be cromed so
that runoff drains
Base Flow
Figure
�172'x2' wood posts.steel
Stabilized Construction
fence posts, or NOT TO SCALEcouivolentpop
Figure II -4.2.1
EntranceDEPARTMENT
Typical Grass—Lined Channels
OF
O EPARTMENT OF
Revised June 2015
ECOLOGY
-State
Pleaseses ht1p4/Avivivecywo.gov1bopyTigUMrn1 for copyright notice including
frame Type "Above Grade" with Wood Planks
of Washingtor
tn:
imitation of liabiirly, end disda&Iwr.
3 4 I
r1
Straw rolls must
be placed along . VAd acnt rolls
slope contours \ shall tightly
441
Y
N
10' – 25' (3-8n)
Spacing
depends on soli
type and slope Sediment. organic
steepness matter, and native
j seeds are captured
behind the rolls.
• – 5• (75-125mm)
B• – 10• Dia.
\js� •...:. f y \; (200-250mm)
Live Stoke
1• xxi• StakAl�
//I�'4
(25 25mm)
NOTE:
t 1. Straw roll installation requires the placement and
r secure staking of the roll in a trench, 3• – 5•
(75-125mm) deep, dug on contour. Runoff must NOT TO SCALE
Figure ales .14
Wattles
DEPARTMENT OF Revised November 2015
ECOLOGY Fleaseseahaµ/Mww.ecyora.govhapyrighthbnfwcopytightmaecab ladmgpwAssiana,
Slate of Washingtonimitation of iabiily, and disclaimer.
Typical V—Shaped Channel Cross—Section
REPLACEMENT,
AND
be spliced at posts. Use
be sli"ced at as is" Us
THESE ESC
FACILITIES IS
stoples, wire rings �
RESPONSIBILITY
OF THE CONTRACTOR
ach to
equivalent to attach fabric
equivalent to
ALL
CONSTRUCTION
to po2N27 by 14 Go, wire or
AND APPROVED
e equiwlent. if standard
qu'vorp
•SII` I✓`I�Y �����i•I •i •.•-���I�p, Si'� •Ir.Mlninnur�
6t maxtrenchPost
With Rock
Center for
spacing may be .00�increased
2"x2* wood posts.backing
to 8' If wire
is used steel force posts, "equivalentequivalent.
�/ l
Ytfth J Fabric Filter Fabric
if standardstrength
fabric used 6
ilter
Fit ter
fa r;
fabric
2' min
Backfill trench
with native soR
Owrcut channel 2• (50mm)
washed gravel
Minimum
4= x4ptrench
Base Flow
�172'x2' wood posts.steel
fence posts, or NOT TO SCALEcouivolentpop
Figure II -4.2.1
10 mil plastic
Typical Grass—Lined Channels
Two lining
O EPARTMENT OF
Revised June 2015
ECOLOGY
peas& see hffp7Asww."cywagovicnpyy htrW far copyright notice including peardssions,
frame Type "Above Grade" with Wood Planks
slate of Washinglo
imitation of liabiirly, end disda&Iwr.
Figure II -4.1.7a
I at.
Concrete Washout Area
DEPARTMENT O
Revised June 2015
3 4 I
r1
Straw rolls must
be placed along . VAd acnt rolls
slope contours \ shall tightly
441
Y
N
10' – 25' (3-8n)
Spacing
depends on soli
type and slope Sediment. organic
steepness matter, and native
j seeds are captured
behind the rolls.
• – 5• (75-125mm)
B• – 10• Dia.
\js� •...:. f y \; (200-250mm)
Live Stoke
1• xxi• StakAl�
//I�'4
(25 25mm)
NOTE:
t 1. Straw roll installation requires the placement and
r secure staking of the roll in a trench, 3• – 5•
(75-125mm) deep, dug on contour. Runoff must NOT TO SCALE
Figure ales .14
Wattles
DEPARTMENT OF Revised November 2015
ECOLOGY Fleaseseahaµ/Mww.ecyora.govhapyrighthbnfwcopytightmaecab ladmgpwAssiana,
Slate of Washingtonimitation of iabiily, and disclaimer.
Typical V—Shaped Channel Cross—Section
REPLACEMENT,
AND
With
THESE ESC
FACILITIES IS
Rack
\� Center
RESPONSIBILITY
OF THE CONTRACTOR
6 go
ALL
CONSTRUCTION
\ / 150-225mm)
~ \\� Key in
AND APPROVED
Crass–tined,���\\' Fabric
Filter Fabric
ypical Parabolic Channel Cross—Section
With Rock
Center for
Base Flo
Plan lining Nates:
(150-225mmin)
�/ l
Ytfth J Fabric Filter Fabric
Channel
l tnar
Typical Trapezoidal Channel Cross—Section
Design
\/ Depth
B B iur
fastened
Owrcut channel 2• (50mm)
to allow bulking during \ Y
seedbed preparation and Waith Rack
growth of vegetation. Filter Fabric Center for
Base Flow
NOT TO SCALE
a is
Section B•B
Figure II -4.2.1
10 mil plastic
Typical Grass—Lined Channels
Two lining
O EPARTMENT OF
Revised June 2015
ECOLOGY
peas& see hffp7Asww."cywagovicnpyy htrW far copyright notice including peardssions,
frame Type "Above Grade" with Wood Planks
slate of Washinglo
imitation of liabiirly, end disda&Iwr.
Figure II -4.1.7a
3 4 I
r1
Straw rolls must
be placed along . VAd acnt rolls
slope contours \ shall tightly
441
Y
N
10' – 25' (3-8n)
Spacing
depends on soli
type and slope Sediment. organic
steepness matter, and native
j seeds are captured
behind the rolls.
• – 5• (75-125mm)
B• – 10• Dia.
\js� •...:. f y \; (200-250mm)
Live Stoke
1• xxi• StakAl�
//I�'4
(25 25mm)
NOTE:
t 1. Straw roll installation requires the placement and
r secure staking of the roll in a trench, 3• – 5•
(75-125mm) deep, dug on contour. Runoff must NOT TO SCALE
Figure ales .14
Wattles
DEPARTMENT OF Revised November 2015
ECOLOGY Fleaseseahaµ/Mww.ecyora.govhapyrighthbnfwcopytightmaecab ladmgpwAssiana,
Slate of Washingtonimitation of iabiily, and disclaimer.
TE 0411% a
• 1PERFECT FIT) /—RETRIEVAL
48" STRAP
36
a•i:�I •:i•.�w.v� c� =♦tom .y.,
•e�I:l�`I\-s �jf yO1♦i I`�♦!illi. - � �.♦a•Ipj s.
p9i ti ti ei oil•-'-
�Ve1♦OIl���l�•iNNe). .♦�
DISCHARGEr,♦♦ei ♦? .e4i ♦?i
>,�qG..e♦ivyPEAK • STORM
yr^w
ECITE LBRIC
at1oii:ci•'eei
::'•eel eie1.
(CONTRACTOR • INSPECT AND CLEAN
A MINIMUM OF BASINY TWO WEEKS.)CATCH
PROTECTION DETAIL
TEMPORARY EROSION AND SEDIMENTATION
CONTROL STANDARD NOTES:
THIS PROJECT DOES NOT REQUIRE A NPDES
CONSTRUCTION STORMWATER PERMIT FROM WSDOE,
APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL
(TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF
PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND
LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS,
RETENTION FACILITIES, UTILITIES),
THE IMPLEMENTATION OF THESE TESC PLANS AND THE
CONSTRUCTION,
3m Minimum
REPLACEMENT,
AND
Lath and
THESE ESC
FACILITIES IS
OO O flagging n 3
RESPONSIBILITY
OF THE CONTRACTOR
UNTIL
ALL
CONSTRUCTION
Berm Sandbag
AND APPROVED
10 mil plastic
lining
varies O A O A
0 1m
Der m
Q O O 0 Section A•A
70 mil plastic
Plan lining Nates:
1. Actual layout
determined In the
Type "Below Grade" field.
2. A concrete
washout sign shall
3m Minimu be installed within
10 m of the
temporary
a Is concrete washout
Wood rlity.
B B iur
fastened
vaus
Stake (typ.)
a is
Section B•B
10 mil plastic
Two lining
2x12 Plan
rough
frame Type "Above Grade" with Wood Planks
NOT TO SCALE
Figure II -4.1.7a
Concrete Washout Area
DEPARTMENT O
Revised June 2015
ECOLOG
Please see hdpA%vwwecywe.go�yrlghthtWfor copyright notice Induding permissions,
stab of Washinglor
imitation of liability, and disdaimer.
TE 0411% a
• 1PERFECT FIT) /—RETRIEVAL
48" STRAP
36
a•i:�I •:i•.�w.v� c� =♦tom .y.,
•e�I:l�`I\-s �jf yO1♦i I`�♦!illi. - � �.♦a•Ipj s.
p9i ti ti ei oil•-'-
�Ve1♦OIl���l�•iNNe). .♦�
DISCHARGEr,♦♦ei ♦? .e4i ♦?i
>,�qG..e♦ivyPEAK • STORM
yr^w
ECITE LBRIC
at1oii:ci•'eei
::'•eel eie1.
(CONTRACTOR • INSPECT AND CLEAN
A MINIMUM OF BASINY TWO WEEKS.)CATCH
PROTECTION DETAIL
TEMPORARY EROSION AND SEDIMENTATION
CONTROL STANDARD NOTES:
THIS PROJECT DOES NOT REQUIRE A NPDES
CONSTRUCTION STORMWATER PERMIT FROM WSDOE,
APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL
(TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF
PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND
LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS,
RETENTION FACILITIES, UTILITIES),
THE IMPLEMENTATION OF THESE TESC PLANS AND THE
CONSTRUCTION,
MAINTENANCE,
REPLACEMENT,
AND
UPGRADING OF
THESE ESC
FACILITIES IS
THE
RESPONSIBILITY
OF THE CONTRACTOR
UNTIL
ALL
CONSTRUCTION
IS COMPLETED
AND APPROVED
AND VEGETATION/LANDSCAPING IS ESTABLISHED.
THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON
THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD
PRIOR TO CONSTRUCTION, DURING CONSTRUCTION
THE
PERIOD, NO DISTURBANCE BEYOND THE FLAGGED
CLEARING LIMITS SHALL BE PERMITTED, THE FLAGGING
SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE
DURATION OF CONSTRUCTION,
THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE
CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND
GRADING ACTIVITIES, AND IN SUCH A MANNER TO
ENSURE THAT SEDIMENT AND SEDIMENT LADEN
WATER DO NOT ENTER THE DRAINAGE SYSTEM,
ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS,
THE TESC FACILITI
ES SHOWN ON THIS PLAN ARE THE
MINIMUM REQUIREMENTS FOR ANTICIPATED
SITE CONDITIONS, DURING THE CONSTRUCTION PERIOD,
THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED
FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT
SEDIMENT AND SEDIMENT—LADEN WATER DO NOT LEAVE
THE SITE.
THE TESC FACILITIES SHALL
BE INSPECTED DAILY BY THE
CONTRACTORS CESCL AND MAINTAINED AS NECESSARY
TO ENSURE THEIR CONTINUED FUNCTIONING TO MAINTAIN
DISCHARGE WATER QUALITY.
THE ESC FACILITI
ES ON INACTIVE SITES SHALL BE
INSPECTED AND MAINTAINED A MINIMUM OF ONCE A
MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR
STORM EVENT, AT NO TIME SHALL MORE THAN ONE
F00T OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN
A TRAPPED CATCH BASIN. 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.
STABILIZED CONSTRUCTION ENTRANCES SHALL
BE
INSTALLED AT THE BEGINNING OF CONSTRUCTION
AND MAINTAINED FOR THE DURATION OF THE PROJECT.
ADDITIONAL MEASURES MAY BE REQUIRED TO
INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR
THE DURATION OF THE PROJECT.
T.E.S.C. BMP CONSTRUCTION SEQUENCE:
BEFORE ANY SITE GRADING ACTINTIES BEGIN:
1. INSTALL ORANGE PERIMETER SILT FENCES.
2.CONSIRUCT STABILIZED CONSTRUCTION ENTRANCE AND
EXITS.
3.DESIGNATE UMITS OF PROTECTED PERVIOUS ASPHALT
AREA.
4. REQUEST SITE INSPECTION BY THURSTON COUNTY,
AFTER ONSITE GRADING BEGINS:
5.COVER OR MULCH ONSITE TEMPORARY SOIL STOCKPILES,
6.PROVIDE TEMPRORARY AND PERMANENT SEEDING AS
NEEDED.
7.INSTALL UNDERGROUND UTILITES,
B.INSTALL ROOF DRAINS AND LEADERS TO PERVIOUS
ASPHALT SECTION,
9.INSTALL NEW PARKING LOT BARRIER CURBING AND ONSITE
SIDEWALKS.
10. INSTALL ONSITE LANDSCAPING AND IRRIGATION AROUND
BUILDING PER APPROVED PLANS.
11. EXCAVATE AND PREPARE PERVIOUS ASPHALT
STRUCTURAL SECTION AND ROOF DRAIN PERF. SYSTEM,
12. FINAL GRADE AND PAVE ACCESS ROAD AND PARKING
AREAS N1TH PERVIOUS ASPHALT,
13. DO NOT STOCKPILE LANDSCAPE MATERIALS ON
PERVIOUS ASPHALT UNLESS IMPERMEABLE LINER IS USED,
14. REMOVE ALL TEMPRORY CONTROL BMPS,
15. MONITOR STABILIZED AREAS UNTIL FINAL STABILIZATION.
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JOB NUMBER
18025
DRANiNG NAME
18025_C2.2�CNO
C2.2
5 OF 15
Now
/ L ((� i Mi l !� I / SEE SHEET C3.2 ' ` �_ �• 1 \ \ n 1
1I sr P I 1( I i / \ \ .\ \ I , f
J
/.
fri
\ I - DRAINAGE "V" DITCH /
\(/ +3:1 SIDE SLOPES (TYP.): i . -
J / ,
�.
Structure Table
Structure Table .\
Structure Name
Details
Structure Name
Details
CB #1
TYPE 1
RIM = 337.22
N: 7321.92
E:25425.74
INV OUT (N) = 335.40
CB #8
TYPE 1
RIM = 338.94 ,
N: 7630.38
E: 25748.57
INV IN (S)= 335.83. 3
INV OUT (NE) = 335.83
RIM = 337.53
N:7377.60
RIM 336.37
CB #2
E: 25419.44
N: 7677.62
TYPE 1
INV IN (S)= 335.12
INV IN (NE)= 335.70
CB #9
TYPE 1
E: 25810.07
INV IN (SW)= 334.56
INV OUT (W) = 333.92
INV IN (SE)= 334.56
INV OUT (NE) = 334: 6-
RIM = 339.15
CB #3
TYPE 1
N:7409.92
E:25480.80
INV IN (NE)= 336.60
CB #10
TYPE 1
RIM = 336.75
N: 7616.49
E:25868.26
INV IN (SE)= 336.60
INV OUT (NW) = 334.98
INV OUT (SW) = 336.60
RIM = 334.17 . .
CB #4
TYPE 1
RIM = 339.25
N: 7370.83
E:25509.00
INV OUT (NW) = 337.13
CB #11
TYPE 1
N: 7748.76
E:25883.11
INV IN (SW)= 332.130 -
INV OUT (NW) = 331 97
RIM = 339.60
RIM = 332.96
CB
TYPE 1
N:7472.32
E: 25599.27
INV IN (S)= 337.27
12
CB SPILL CON'#fROL M.H.
N: 7842.47
E: 25757.71
INV IN (SE)= 330.80'
INV OUT (SW) = 337.27
INV OUT (W) = 330.80
CB #6
TYPE 1
RIM = 339.53
N: 7387.45
E:25617.40
CB #13
TYPE 2 BEEHIVE OVERFLOW GRATE
RIM = 336.20
N: 7281.22
E: 25439.65
INV OUT (N) = 337.70
j
INV OUT (NW) = 333:70
RIM = 338.23
RIM = 333.50
CB #7
N: 7556.84
CB #14
N:7664.56
TYPE 1
E: 25760.50
TYPE 2 BEEHIVE OVERFLOW GRATE
E:25928.31
INV OUT (N) = 336.20
INV OUT (NW) = 331 00
\
\ IE 329,50
\ \\ + \
DRAINAGE
:1 SIDE SLOPES (TY'P.) \ SCALE: 1'=30 FEET
129' 12"0 HDPE ® 1.01% 0 15 30 60
FG 333.37
\ 1
. \ ) A FG 335.98 �
e
SST \
\ \ \ tiGe J
iIt
a CB #12
ell
loss\ \ t
ul?o
\ � FG 334.42
I` e m �
FG 336,22
,
V nm y 5n�l
C3.4 !�"' h"' n .?
\ (oMATCHf EX. I ( I E 333.82. ( (: .. .. - . .. r�'ry w
1 "0,50%.i \ \ \ _
335 i 20' 12"s HDPE �I / - _ _ _ C, / _ _ - 78' 8"0 HDPE ®1.64% `
69' 8"0 HDPE Pipe ® 1.30% ! - - \ t I
CB #2 - . .-' _ 134' 8"0 _H/DPE ®0.50% - - CB #8 \ \ CB #9 , 8„g H\E ®2.22%
----- - ------ ------ ---- --- --- - _ �. -- C #
FG 341 20 102• B 11
FG 337.61 ' \ \ V f
IF I �• CB #3 I FG 340.81 ` �L !
\ `56' 8"9 HDPE 0 0.50% e , ,i I `
\ , FG 337.88 ! e FG 338.91 FG 336.271 ` ,
FG
339,67 74' 8" P HDPE ® 0.50%
jJ FGI 337.88 ! FG 339.26 FG 340.30 CB 5 e FG 338.56 \ \ FG 335.07
\ I 1 FG 339.30 I # I , �. ` i
11 i ::1k - . t X/ ; / • ...I' :: as
e o y \ J��\ e , -� ....... \ \ ` FG 335.36
/ I 1 \ _..L \ I FG. 336.87 N
- , • - FG 339.50 48. 8"6 HDPE Pipe ®_1.10% a Md' d. - e s �`F6• ; • \\\
;.w'•:: '••;CB 1••°Il e10 / M 'Til 9 •;;�C::::::.: 1 x
• • F - , O ,5 , •,• , oa FG 335.78 io
MATCH EX. ( I _ _ 'l\ 26' LONG x 4' WIDE x 3' DEEP 4
r FG 339.92 / 1 _ { m • • INFILTRATION TRENCH .C3.4
i FG 340.15 \ ! j ® �?' ' � .. ` `zv 336,16I� DEFFltRm
FG 338.54 OFFICE , , O FG
4 28' LONG x 4' WIDE x 3' DEEP J F.F. 339.5 FG 341.58 e
C3.4 FG 337.22 \ OFFICE S
e i " DO NOT
INFILTRATION TRENCH , 1 M FG 335.68 \ CONSTRUCT 1
i ( I ( (I 1I % I F.F. 340.5 STORAGE 1 M
.�.�a ::�►-87� 8"0 HDPE Pipe ®0.50% ; ::: - B 7 F.F. 339.0 14' 6"0 PVC ®0.00% \ I�0
DEFERRm 10' 6"0 PVC 0 0.00% ' :: 1 CB f r #
DO NOT I �J ,� i n FG 340.04 • �;; FG 340.400 e e e e e e FG 34L51 CB\ 10 �\ F.F.H337.0 // CB #14 d 5.,
CONSTRUCT 9 o I o FG 341.73 , I ' 91 }l 4 •
( l CB #13 I J o .- ; ; FG 340.75 FG 341.57 �/ #
o r ;l:; FG 340.43 o n FG 341.65_ ✓ ; • ;�;::: _ FG 337.45/
( FG 341.21
G 3
FG 340.35 F 40.45
FG 3
40.06
t� /
/ FG 341.85\Jl ::C-:-�:•:•: ::[_•'kkao4a•:'::• :I •'::::.6, -,a:.:::::•. e YY Iw
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_MATCH EX._ - - - r+ _ -
-i -----
------- -MATCH EX.------
=.t3g _-
-�f - _s ss s 9 mss ss ss ss x340 Ss ss a 55 55 341- -341 ---� ss ss ss n5 Ss c - e Ss V ss ss s_< -
_ c NORTHERN PACIFIC RD NW - - - c spO s5 3Sw
-------- -- ---- - =� \--------- ---------------------f�----- s---- -------_ - _ -- �-- --
52'
2531.14
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JOB NUMBER
18025
DRAVANG NAME
18025_3.1_GDPL
C3.1
6 OF 15
SCALE: i'=30 FEET
0 15 30 60
500' LONG x 3.9' WIDE
INFlLTRATION CELL
BOTTOM ELEV. = 327.5
1 � 947 64
•55Y E / \\\
i
p 5 � � # � / / 333 / / � � � �• ��' � _ -'.
O 21 WIDE EMERGENCY OVERFLOW-
/ ELEVATION = 330.5
'/-
/ C3.4 / / / / / 330• 33� 3.2 3 3 .. - .. � / ,a.% ' — � �-
2 331_ 543' LONG x 6.5 WIDE /.
Oi33� 33 / / f _ s /J. / / �:
9 /BIORETENTION CELL
31330 J - BOTTOM ELEV. = 329.5 C3.3
/ Qg4op�\.G
ryO�OF yrcj / / / / / / / .21 ' WIDE INTERNAL SPILLWAY 2
O Oi / / / - / . ELEVATION = 330.5 C3.4�-
/ FOSggcx\ / //
/ / f
332
DRAINAGE "V" DITCH
3:1 SIDE SLOPES (TYPJ — / —ter J' I " . - \m
\ " m
I - y
m��
rT- GRAVE RD -STORAGE AREA
-smT -T P4"SOD AND FINE I.
GRADE DD. CSBC. AS NEEDED.N m \
L4 m—__ _ -
- - .532' LONG x 4.6' WIDE \ 332 _ .520' LONG. x 8' WIDE e .'_� _ - _
L / INFILTRATION CELL BRIORETENTION CEL.3 '— y ` : _ -
��� - - '� `a- - -BOTTOM ELEV. 327.0 21 ' VA INTERNAL SPILLWAY- _ I BOTTOM ELEV. 329.0 — — — — .. RAINAGE "V' DITCH - .1 ` — -
- : - _ N - - — �" 1 SIDE E —m.
- - - ELEVATION 330 0 - - C3.4
- �: �\ 3: SLOPS (T1P.)
-- -
330 331= --��- 331-
-
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327 328 329 Ell
3s 33s 33i. -333- _ � ---
328 327 + � � i N-• lco,�,,�;r )t '
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330 329 ` •� -
r { 33e 335_
5 34
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JOB NUMBER
18025
DRAWING NAME
18025 3.2 GDPL
C3.2
7 OF 15
OVERFLOW RISER WITH SEDIMENT CONTROL STRUCTURE
PER DETAIL THIS SHEET
BOTTOM INFILTRATION
FG = 331.45
4' WIDE x 3' DEEP x 28' LONG
INFILTRATION TRENCH
PER DETAIL 4 ON SHEET C3.4
BIORETENTION W/ INFILTRATION TRENCH SECTION
N.
OVERFLOW RISER WITH SEDIMENT CONTROL STRUCTURE
PER DETAIL THIS SHEET
BOTTOM INFILTRATION
FG = 329.75
GRAVEL YARD
TS
4' WIDE x 3' DEEP x 26' LONG
INFILTRATION TRENCH
PER DETAIL 4 ON SHEET C3.4
BIORETENTION FG =
39' LONG x 3' MADE
BIORETENTION CELL
PER DETAIL THIS SHEET
27' LONG x 4' NIDE
BIORETENTION CELL
PER DETAIL THIS SHEET
BIORETENTION W/ INFILTRATION TRENCH SECTION
520' LONG x 8' WIDE
BIORETENTION CELL
PER DETAIL THIS SHEET
N.1:S
BIORETENTION SOIL
500' LONG x 3.9' NIDE
INFILTRATION CELL
3WIDE BERMS
ELEV. = 331.0
WO ELEV.
100 YR ELEV. = 330.0 = = 330.5
s
ELEV. = 327.5 �I/
PER
3.9' 21.1' 6.5'
A
GRAVEL YARD
ION FG = 329.5
543' LONG x 6.5' WIDE
BIORETENTION CELL
DETAIL THIS SHEET
BIORETENTION W/ INFILTRATION CELL SECTION
N.
TS
3'COARSE COMPOST
IN PONDING AREA
NATIVE SUBGRADE, 00 NOT
COMPACT NATIVE MATERIAL
UNDER BIO -RETENTION CELL.
BIORETENTION PLANTING NOTES
ALL BIORETENTION AREAS SHALL BE SEEDED BY AN APPROVED HYDROSEEDER WHICH UTILIZES WATER AS THE CARRYING AGENT, AND MAINTAINS
CONTINUOUS AGITATION THROUGH PADDLE BLADES,
BIORETENTION SOIL MIX NOTES:
1. BIORETENTION MIX SHALL MEET THE DEFAULT BIORETENTION SOIL MIXAS DETERMINED IN THE
D.O.E STORMWATER MANAGEMENT MANUAL UNDER VOLUME 5 PG. 7-18.
ALTERNATIVE:
CUSTOM BIORETENTION MIX MAY BE ACCEPTED IF TESTED TO MEET REQUIREMENTS IN THE
O.O.E. STORMWATER MANAGEMENT MANUAL AND APPROVED BY THE CITY OF YELM.
IT SHALL HAVE AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND, AND MIX INTO A
HOMOGENEOUS SLURRY THE SPECIFIED AMOUNT OF SEED, WATER, FERTILIZER AND MULCH.
GRASS SEED
ALL GRASS MIXTURES SHALL
CONTAIN FRESH, CLEAN, NEW CROP SEED. SEED IS TO BE MIXED MECHANICALLY ON THE SITE, OR MAY BE MIXED BY
THE DEALER. IF SEED IS MUCED ONSITE, EACH VARIETY SHALL BE DELIVERED IN THE ORIGINAL CONTAINERS BEARING THE DEALER'S GUARANTEED
ANALYSIS. IF SEED IS MIXED BY THE DEALER, THE CONTRACTOR SHALL FURNISH TO THE LANDSCAPE ARCHITECT THE DEALER'S GUARANTEED
STATEMENT OF THE COMPOSITION OF THE MIXTURE AND THE PERCENTAGE OF PURITY AND GERMINATION OF EACH VARIETY.
W GRASS SEED SHALL BE PURCHASED FROM A RECOGNIZED DISTRIBUTOR AND SHALL BE COMPOSED OF THE FOLLOWING VARIETIES MIXED IN THE
PROPORTIONS INDICATED. SEED SHALL MEET THE MINIMUM PERCENTAGES OF PURITY AND GERMINATION SPECIFIED. SEED'A' THROUGH
'H' SHALL
17 BE APPLIED AT THE RATE OF 240 POUNDS PER ACRE, UNLESS OTHERWISE SPECIFIED BELOW ON THE APPROVED PROJECT PLANS.
la WATER
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING A WELL-ESTABLISHED STAND OF GRASS,
R WATERING IS SUGGESTED AT LEAST TWICE A WEEK DURING THE GROWING SEASON AND AS NEEDED AFTERWARDS.
—.
VEJG WHENGRASS IS REQUIRED AS A BEST MANAGEMENT PRACTICE ON STEEP SLOPES, NON -GERMINATED SEEDS SHALL BE KEPT MOIST, AND ROOTED
GRASS SHALL HAVE AT LEAST 1 INCH OF WATER PER MONTH DURING THE PERIOD FROM MAY 15 THROUGH SEPTEMBER 15.
WQ ELEV.
330.0 YR ELEV.L=33/0,0 FERTILIZER
10' FERTILIZER SHALL BEA COMMERCIAL MIX WITH A 16-14-8 FORMULA, INCLUDING 50 PERCENT SLOW RELEASE NITROGEN, OR THAT MIX AS
RECOMMENDED BY THE SEED SUPPLIER AND APPROVED FOR USE BY THE LANDSCAPE ARCHITECT.
GRASS MIXES USED SHALL MEET THE FOLL
ELEV. = 327.0
20'
532' LONG x 4.6' WIDE
INFILTRATION CELL
BIORETENTION W/ INFILTRATION CELL SECTION
OWING SPECIFICATIONS: % BY WEIGHT
BIORETENTION GRASS:
FESTUCA ARUNDINACEA/TALL FESCUE 33% HYDROSEED
FESTUCA RUBRA/RED FESCUE 33%HYDROSEED
LOLIUM PERENNE /PERENNIAL RYEGRASS 33% HYDROSEED
5 BIORETENTION CELL
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BOTTOM INFILTRATION
FG = 329.75
GRAVEL YARD
TS
4' WIDE x 3' DEEP x 26' LONG
INFILTRATION TRENCH
PER DETAIL 4 ON SHEET C3.4
BIORETENTION FG =
39' LONG x 3' MADE
BIORETENTION CELL
PER DETAIL THIS SHEET
27' LONG x 4' NIDE
BIORETENTION CELL
PER DETAIL THIS SHEET
BIORETENTION W/ INFILTRATION TRENCH SECTION
520' LONG x 8' WIDE
BIORETENTION CELL
PER DETAIL THIS SHEET
N.1:S
BIORETENTION SOIL
500' LONG x 3.9' NIDE
INFILTRATION CELL
3WIDE BERMS
ELEV. = 331.0
WO ELEV.
100 YR ELEV. = 330.0 = = 330.5
s
ELEV. = 327.5 �I/
PER
3.9' 21.1' 6.5'
A
GRAVEL YARD
ION FG = 329.5
543' LONG x 6.5' WIDE
BIORETENTION CELL
DETAIL THIS SHEET
BIORETENTION W/ INFILTRATION CELL SECTION
N.
TS
3'COARSE COMPOST
IN PONDING AREA
NATIVE SUBGRADE, 00 NOT
COMPACT NATIVE MATERIAL
UNDER BIO -RETENTION CELL.
BIORETENTION PLANTING NOTES
ALL BIORETENTION AREAS SHALL BE SEEDED BY AN APPROVED HYDROSEEDER WHICH UTILIZES WATER AS THE CARRYING AGENT, AND MAINTAINS
CONTINUOUS AGITATION THROUGH PADDLE BLADES,
BIORETENTION SOIL MIX NOTES:
1. BIORETENTION MIX SHALL MEET THE DEFAULT BIORETENTION SOIL MIXAS DETERMINED IN THE
D.O.E STORMWATER MANAGEMENT MANUAL UNDER VOLUME 5 PG. 7-18.
ALTERNATIVE:
CUSTOM BIORETENTION MIX MAY BE ACCEPTED IF TESTED TO MEET REQUIREMENTS IN THE
O.O.E. STORMWATER MANAGEMENT MANUAL AND APPROVED BY THE CITY OF YELM.
IT SHALL HAVE AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND, AND MIX INTO A
HOMOGENEOUS SLURRY THE SPECIFIED AMOUNT OF SEED, WATER, FERTILIZER AND MULCH.
GRASS SEED
ALL GRASS MIXTURES SHALL
CONTAIN FRESH, CLEAN, NEW CROP SEED. SEED IS TO BE MIXED MECHANICALLY ON THE SITE, OR MAY BE MIXED BY
THE DEALER. IF SEED IS MUCED ONSITE, EACH VARIETY SHALL BE DELIVERED IN THE ORIGINAL CONTAINERS BEARING THE DEALER'S GUARANTEED
ANALYSIS. IF SEED IS MIXED BY THE DEALER, THE CONTRACTOR SHALL FURNISH TO THE LANDSCAPE ARCHITECT THE DEALER'S GUARANTEED
STATEMENT OF THE COMPOSITION OF THE MIXTURE AND THE PERCENTAGE OF PURITY AND GERMINATION OF EACH VARIETY.
W GRASS SEED SHALL BE PURCHASED FROM A RECOGNIZED DISTRIBUTOR AND SHALL BE COMPOSED OF THE FOLLOWING VARIETIES MIXED IN THE
PROPORTIONS INDICATED. SEED SHALL MEET THE MINIMUM PERCENTAGES OF PURITY AND GERMINATION SPECIFIED. SEED'A' THROUGH
'H' SHALL
17 BE APPLIED AT THE RATE OF 240 POUNDS PER ACRE, UNLESS OTHERWISE SPECIFIED BELOW ON THE APPROVED PROJECT PLANS.
la WATER
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING A WELL-ESTABLISHED STAND OF GRASS,
R WATERING IS SUGGESTED AT LEAST TWICE A WEEK DURING THE GROWING SEASON AND AS NEEDED AFTERWARDS.
—.
VEJG WHENGRASS IS REQUIRED AS A BEST MANAGEMENT PRACTICE ON STEEP SLOPES, NON -GERMINATED SEEDS SHALL BE KEPT MOIST, AND ROOTED
GRASS SHALL HAVE AT LEAST 1 INCH OF WATER PER MONTH DURING THE PERIOD FROM MAY 15 THROUGH SEPTEMBER 15.
WQ ELEV.
330.0 YR ELEV.L=33/0,0 FERTILIZER
10' FERTILIZER SHALL BEA COMMERCIAL MIX WITH A 16-14-8 FORMULA, INCLUDING 50 PERCENT SLOW RELEASE NITROGEN, OR THAT MIX AS
RECOMMENDED BY THE SEED SUPPLIER AND APPROVED FOR USE BY THE LANDSCAPE ARCHITECT.
GRASS MIXES USED SHALL MEET THE FOLL
ELEV. = 327.0
20'
532' LONG x 4.6' WIDE
INFILTRATION CELL
BIORETENTION W/ INFILTRATION CELL SECTION
OWING SPECIFICATIONS: % BY WEIGHT
BIORETENTION GRASS:
FESTUCA ARUNDINACEA/TALL FESCUE 33% HYDROSEED
FESTUCA RUBRA/RED FESCUE 33%HYDROSEED
LOLIUM PERENNE /PERENNIAL RYEGRASS 33% HYDROSEED
5 BIORETENTION CELL
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JOB NUMBER
18025
ORAVANG NAME
18025_C3.3_GDND
C3.3
8 OF 15
ROCK PROTECTION
INTERNAL SPILLWAY
NUI I U SUALC
6' x 78' DEEP
CONCRETE ANTI -SEEP COLLAR I-�1 8`J: AT SPILLWAY
WATER BOTTOM OF
:E BIO -RETENTION POND
ELEV: 329.0
NOTE: PROVIDE QUARRY SPALLS FOR ROCK
PROTECTION WSDOT SPEC 9-13.1. REASONABLY
WELL GRADED, MAX. STONE SIZE 12', MEDIAN
STONE SIZE 80. MIN. STONE SIZE 2'
ROCK PROTECTION
INTERNAL SPILLWAY
NU 1 1 U .II,ALC
���y\may\y\��\�y\�\ � " • • - • •
6' x 1 B' DEEP
CONCRETE ANTI -SEEP COLLAR
TATER BOTTOM OF 3
BIO -RETENTION POND � rr
ELEV: 329.5 I�
NOTE: PROVIDE OUARRY SPALLS FOR ROCK
PROTECTION WSDOT SPEC 9-13.1. REASONABLY
WELL GRADED, MAX. STONE SIZE 12', MEDIAN
STONE SIZE 8', MIN. STONE SIZE 2'
ROCK PROTECTION
EMERGENCY OVERFLOW
NOT TO SCALE
NOTE: PROVIDE QUARRY SPALLS FOR ROCK
PROTECTION WSDOT SPEC 9-13.1. REABONABLY
WELL GRADED, MAX. STONE SIZE 12', MEDIAN
STONE SIZE S', MIN. STONE SIZE 2•
9't AT SPILLWAY
3
,1 1' ROCK PROTECTION
BOTTOM INFILTRATION
POND 327.5
IEPARATION GEOTEXEILE FABRIC
SECTION AA
1
SECTION AA
yV NOTE:
EXI5TIY0
116'NATNE RAC;6ILL _ 1Vi2 GROUNb ELEV- - Ft` FG C�N!;RF'F i,t10FR'fL.IN FIPC MECTI!iC+
�PECIFI�A I IONS CI fAai EK ri JS.Z jzl }IAS' FiF
OR TOPSOIL F O. Vr1TH TH'r AOGITIO\'•t CO\DITIONS
fir\ \`�. \��\f�ti '— V 1, T11E PtGttl Cori AT10N55NALL DE CIRCULAR A,1'OA
Fl_TE SRIC FAIN1kU`A OF K"GAN!EIEIi
�' � = R 'F 2. THEY EINLL UE CLEANLY GUT ANO BE Sb10L1TH
� UND ANO Dl`IFORM V.Tfti NO FXCFS-4 CO`Jr,RETE LEFT
a - FROFI THE HOLE PERTORt.TiONS PROCESS.
4 't = Di 1 ELEV. 3. THERE SHhLL DE A MINLSR;I.t (.� 7 SEi5 GF
ti i.I PERFORATIONS V,'ITt12 HOLES FER SET OF
1- PERFGRATIONS FOR L1H:11'f.5 OF PIPE LEf.Gil 1.
SOTTOAi E.EV= 4 RUBBER GASNFTS OR GROt,TIAC. OF THF JOIVi$
_'�1-. tis=i;:-_ FOR P�RFORATEG PJPE RUN$5:•ILL NOT 6E
FEIiFO1L}TFO WtHI REOUWEG.
FERFORAilGN - t;5-- ;^ NUY F£UICTUREO 5. INSPECTION OF THE PERFORATEG COFA:t�TE
(1n0:NWARO O! ION GRAIN ROCK EOUN. TO 19PE EIl4LL DE IAAUE UY tHE MUNIi:nAUT}•
4`iS00T SPEC. P -03.12j5) DEFOTtE INSTALLATION Oi THE PSL IV THE
TRENCH SECTION GRIXItiTJ.
INFILTRATION TRENCH
NUI I U JUALt
2'
• • • • • • • • • • • • • • • • •
PLAN 1'ABOVE CROWN
EXISTING ANDIOR �Up1p
PROPOSED GROUND OUTF
RIPRAP 24' MIN. J
NON -WOVEN GEOTEXTILE FABRIC RIPRAP NOTE:
MIRAFI 140N ORAPPROVED EQUIVALENT MAXIMUM STONE SIZE: 24 INCHES (NOMINAL DIAMETER)
MEDIAN STONE SIZE: 161NCHES
SECTION MINIMUM STONE SRE:4INCHES
OUTFALL PROTECTION
NOT TO SCALE
ANa CGFtn
fL=34296
2B-
MAX.
a
RISER OR ADJUSTMENT
10 a
SECTION
FLAT SLAB COLER
48", 54" OR 60"
srfPs oR 12"
uDnER
r•
MORTAR
SAND COLLARS
(�•)
(PVC PIPE (NtLY)
N07ES
1. Nondholds in riser section oradjust-
e
menf section steal/ hava 3• min. dear-
-
once. Steps in catch basin shall hove
B� min. clearance. No steps ora required
f1=3.30.80 when 9� is 4• or less.
2. Precast bases shall hove cutouts w
knockouts with a wall thickness of 2 -
min.. Nde sizes shall be equal to pipe
outw d/ometer plus catch basin oral/
thickness. Connections to catch basin to
be mode with sand collar w equiwlent.
Maximum hde size !s 35- for a 48-
rntch basin, 42• !or 0 54- catch basin,
and 48� for o 50• cntdi basin. Minimum
distance between hdes is 8'
3, AI/ base reinforcing sled shalt be
j4 rebar on B" center spacing, placed
in fha top half of the base, 1' m/n.
clearance 2 1/2� max. Neorance.
4. The bottom oI the precast catch basin
may be rounded.
5. Frame and grata may be (nstolled with
Range down or cost into risen
MORTAR
FlLLET
54.0=8•
60.0=8- SEPARATE CAST IN PLACE j4 REBAR (77P)
OFt SEPARATE PRECAST
BASE.
-O• R/NG
" FOR SEPARATE '
CAST IN PLACE GRAVEL BACKFlLL FOR PIPE e
BEDDING, 6- MIN. COMPACTED �.���bE ✓0/VFQEFAL
DEPTH. FOR PRECASTED BASES
ONLY.
TYPE 2 CATCH BASIN #12 -SPILL CONTROL
co
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JOB NUMBER
78025
DRASNNG NAME
18025 C3.4 GOND
C3.4
9 OF 15
�1 Pre s ° Ilse ng ?ell b I /
TYPE 1
CATCH BASIN & RISER
- H-20 LOADING
- Ma da manta ASTM C476 and
// a WSOOT/APWA Slmdard SpedRcaUms
�-10
. r ' / '•r. r. rr. u./Ir iOamvr
RISER
2"aw 60 bs
4' Om 160 ba
6w = 240 be
lY = 460 be
2r 90 be (r/ Ie'
r;
TYPE 1
CATCH BASIN
2.100 ba
r/ 204 KNOCKOUTS
11PICAL ALL (4) SALES
AVAILABLE OPTQNS-
CA
VAI B FOPTQNS-
CA GS AVABABIE
WSDOT SPA B-5.20.01
A.s Tea.sexvnaram
OmzAvaara 161 01110Y2016 OdeeM RruL fic
aBlAddress ,-
AL WA
B✓b 2 1 / O�IdI)b(I I
9aBT1 hone: 1
\\\ ({\\
48" TYPE 2 CATCH BASIN
- Hs -20 1Metl
eta s ASsru C478
k¢
- Yadrse mTe ma al ws5or/APwA stmao<d
sp.alnmelm.
- Rubbc goaket )+Int w4 I ASIY C41.T
- Ptllpropllms awoo and to mbl most TW 04101
- flefi/orcemmt woo meats minimum A Cm. /0.20�Irementm
In.,
Flot Top = 0.15 h'/IMaar 1L F bpN dHcibna, r/ 0.20 fi.' O
90' aomd apenfiq
in9 bars
lab), 0.15
t job requkunenta
wsoor s1ro a-19.29-01
FOR DETAMSr SEE RGVERS�a
A. s.q arco�ura !
mrs 166
MOWIBlll�
•YELM
DEPT,• ORKS
TYPICAL
PIPE
■ TRENCH
APPROVED
CITY ENGINEER DATE
mmm ' '
RESTORATION TABLE 1
SURFACE THICKNESS BACKFlLL/ COMMENTS/
TYPE fANPAC110N REONNiS WHEN REWIRENFNTS
CRUSHED 4" CRUSHED SURFACE SELECT BAC!(FlLL FlNISH MADE SHALL BE
SURFACE TOP COVRSE COMPACT TO 95x SYDDTN A CONSISTANT
WITH EXISTING
3"IAN. GRADE B A.C. MSH ROADWAY TO
A.C. PAVORENT PAYING OVER {" CRUSHEDSURFACETOPSELECT BACKFlLL CONFORM TO ALL E]OSTW
OVER GRAVEL BASE
SURFACE COURSE COMPACT TO 95x GRADES AND CURBS
SLOPES SHALL MATCH
CONCRETE SURFACE HATCH flOS11NC SELECT BACKFlLL MATCH EXISTING MSH
CONCRETE THICKNESS COMPACT TO 95i TE%1VRE. AND GRADE
HYDROSEED/ PIANTNGS FlNISH GRADE SHALL BE
LAWN/LANOSCAPE OVER 4" MW,
TWE A NAPVE BACKF91 SMOOTH @ CONSISTANT
TOP SOB. COMPACT TO &5i W1TH EXISTING0.IGRADE
NATIVE BACKFBACKFILCITYLMWNO BACKfi1
UNPROVm SUFACE N/A COMPACT TO B51 2" ABOVE E%ISIWG
WADE a suoonl
®Idcasth Precast'
FRAME ANO COVER
zro Im
RA1lCE DOAK UP
Delivering Reliability
48" TYPE 2 CATCH BASIN
GRADE RING
2 On 60 ba
TYPE 1 CATCH 4" On 120 Ibs
BASIN RISER 8' Onb
160 ba
6" = 240 ba
12'=4B016e y_\ _ _10' ,4', V. 12'a 24"
4 4 4B`FLAT TOP
1WTx z4'r
46'FLAT TOP / HIXE
WIIH 20" z 24' 1,660 be
HOLE
1,fi30 15v
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J08 NUMBER
18025
DRAKING NAME
18025 C3.5_GDND
C3.5
10 OF 15
®Idcasth Precast'
FRAME ANO COVER
zro Im
RA1lCE DOAK UP
Delivering Reliability
48" TYPE 2 CATCH BASIN
GRADE RING
2 On 60 ba
TYPE 1 CATCH 4" On 120 Ibs
BASIN RISER 8' Onb
160 ba
6" = 240 ba
12'=4B016e y_\ _ _10' ,4', V. 12'a 24"
4 4 4B`FLAT TOP
1WTx z4'r
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WIIH 20" z 24' 1,660 be
HOLE
1,fi30 15v
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J08 NUMBER
18025
DRAKING NAME
18025 C3.5_GDND
C3.5
10 OF 15
c ( I
)t X SCALE: 1'=30 FEET
3
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WATER AND SEWER NOTES:
(DCONTRACTOR TO COORDINATE WITH CITY OF YELM
PRIOR TO PROVIDING SEWER SERVICE TAP.
OINSTALL NEW 1 INCH STEP SERVICE LINE AND
CONNECTION PER DETAIL 7-2 ON SHEET C4.3.
O3 INSTALL NEW1500 GALLON STEP TANK PER
DETAIL ON SHEET C4.2. PROVIDE DUPLEX
PUMPING SYSTEM PER CITY OF YELM STANDARDS.
OCONNECT GRAVITY SEWER FROM NEW BUILDING
TO TANK PER DETAIL 7-7 ON SHEET C4.2.
OCONTRACTOR TO COORDINATE WITH CITY OF YELM
PRIOR TO PROVIDING WATER SERVICE TAP.
OINSTALL NEW WATER SERVICE LINE AND METER
PER DETAIL 6-1 ON SHEET C4.3.
OINSTALL 1 INCH REDUCED PRESSURE BACKFLOW
ASSEMBLY IN ABOVE GROUND HOT BOX.
OB PROVIDE 1 INCH CL200 PE WATER MAIN SERVICE
PIPE TO NEW BUILDING.
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JOB NUMBER
18025
DRANING NAME
18025_C4.1-SWPL
C4.1
11 OF 15
F47n��1
'�II�III■
nuuxl
USE i' UNION TAAH NNECT TESTING
ASSEMBLY AS SET
OFF
APARA7U5 FORSURE TESTING SERV
FIBERGLASS UD
400
72'
YAT71 STEEL BOLTS
43'
550
AND NEOPRENE GASKET
ORIFICE
200 MIN RISER TYPICAL MEN
PERIMEIER OF VAULT
620
ALL NON-TRAFARING TANKS
1' DIAPVC HOSE AND
600 GAL
VALVE ASSEMBLY
ORFIGE IIV-2FLETE
SUFFICIENT
ORIENT BALL VALVE
TO ALLOW FOR
AS SHOWN. BALL VALVE
REMOVAL
SMALL BE WITH 12' BELOW
ELECTRICAL SPLICE BI CORD GRIPS
UD
ALL CONNECTIONS SHWRAPPED WITHHEAT
SHRINK TAPE
210 OR 24' PVC
24w
30' DIA RIBBED PVC
RISER
SLOPE GROUND FROM RISER
/ RISER M7TH NEOPRENE
1)
GROMMETS
14 CADGE
6' FROM TOP OR TO CIB'
? 3 VOLUME
INSULATED
OF ELECTRICAL ITTONING
FROM TOP RISER TO
WIRE
VARIES
EFFLUENT DISCHARGE
3Y CONDUIT SEA
Yt INSG�WINE - INSTALL
Po�INSTALLL�N
n .. a
rJ
F47n��1
'�II�III■
nuuxl
7500 GAL
ASSEMBLY AS SET
OFF
D-1 2
BY qTY OF YEW
400
72'
i -I/4' DIA. INLET
43'
550
HOLES AROUND
ORIFICE
500
PERIMEIER OF VAULT
620
V-1
APVC
600 GAL
4' DIA PVC FLOW
ORFIGE IIV-2FLETE
2400 GAL
INDUCER
SIORIBE
THE MATERIAL FOR DUPLEX, TRIPLEX, AHO 41155 1 DINSON 1 S O�POOMIII CABLE AND
TENT INTENT OF F TH WILL VARY. THE CONTRACTOR SHALL MEET THE I/e' BY-PASS GRIFlCE
INOTHE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD
TYPICAL STEP INSTALLATION,
CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL SIMPLEX STEP
TANK INSTALLATION
APPROVED DWG, NO,
GTY ENGINEER DATE 7_9
DES. OWTI. CKD. DALE
PMX TE MTO 4/11/00
FIBERGLASS UD
WITH STAINLESS STEEL
BOLTS AND NEOPRENE
GASKET
5' MIN TYP, 10±1/4' ALL LIDS
2' MIN
FINISH GRADE TYP. SLOPE TO NARVE
GRADE
NATIVE i 14 GAUGE COPPER
GRADE m TONING WIRE, 2'-W OREPVC RISER,
TAIL ABOVE GROUND CO SYSTEMS,
INC.v O
` INC., OR EQUAL
N
L
ONQ1C0 TANK TO
RISER ADAPTOR
(FOR USE WITH NON -TRAFFIC BEARING TANKS)
NOTE:
RISER AND LID SHALL BE 240 ON ALL SIMPLEX PUMP VAULT INSTALLATIONS.
RISER AND LID SHALL BE 300 ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS.
CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL
RISER
APPROVED DWG, N0,
PUBLIC WORKS DIRECTOR DATE 7-18
DES. I OWN.CKD. DATE
JEG PMX PMX MTO 4/11/00
21'0 MIN.PVC RISER
WATH WATER TIGHT
14 GAUGE TONING
WIRE TO 55 CO--\
I
GRADE f WATER TIGHT LID
PUMP VAULT RISER
14 GAUGE TONING
I�WIRE TO SERVICE
N I BOX
NOTES:
1. DELETE BAFFLE FON A 3000 GALLON TANK UTILIZED
AS A TRIPLEX PUMP VAULT,
2. THE OWNER WALL RENEW TOLERANCES IN EXCESS OF
DIMENSIONS SHOWN.
3. THE TRIPLEX PUMP VAULT REWIRES TWO VAULTS
AND TWO COMPLETE RISERS, ONE VAULT CONTAINS
FLOATS AND ONE PUMP, THE SECOND VAULT
CONTAINS TWO PUMPS.
4. 4500 GALLON TANKS OR LARGER SHALL HAVE
THREE RISERS AND LIDS.
I _
` 2 PART USE ORCNO
TANK TO RISER
ADAPTER FOR
CONCRETE TANKS
PUMP ASSEMBLY, SEE
DWG. NO. 7-9
(.1u�•m
1500, 3000, 4500 GALLON
STEP TANK/PUMP TANK
APPROVED DWG. NO.
PUBLIC WORKS DIRECTOR DATE 7-11
DES. OWN. CKO, DATE
PMX PMX MTO 1 4/11/00
TABLE
1SEE SPEGFlCARONS FOR ADDITIONAL INFORMATION),
7500 GAL
3000 GAL
7
D-1 2
V-1
72'
72'
D-2 2
43'
550
550
D-3 2
500
620
620
V-1
400 GAL
600 GAL
V-2
ORFIGE IIV-2FLETE
2400 GAL
t400
1)
? 3 VOLUME
1/3 VOLUME
_
60 MIN BEDDING
VARIES
NOTES:
1. DELETE BAFFLE FON A 3000 GALLON TANK UTILIZED
AS A TRIPLEX PUMP VAULT,
2. THE OWNER WALL RENEW TOLERANCES IN EXCESS OF
DIMENSIONS SHOWN.
3. THE TRIPLEX PUMP VAULT REWIRES TWO VAULTS
AND TWO COMPLETE RISERS, ONE VAULT CONTAINS
FLOATS AND ONE PUMP, THE SECOND VAULT
CONTAINS TWO PUMPS.
4. 4500 GALLON TANKS OR LARGER SHALL HAVE
THREE RISERS AND LIDS.
I _
` 2 PART USE ORCNO
TANK TO RISER
ADAPTER FOR
CONCRETE TANKS
PUMP ASSEMBLY, SEE
DWG. NO. 7-9
(.1u�•m
1500, 3000, 4500 GALLON
STEP TANK/PUMP TANK
APPROVED DWG. NO.
PUBLIC WORKS DIRECTOR DATE 7-11
DES. OWN. CKO, DATE
PMX PMX MTO 1 4/11/00
TABLE
1SEE SPEGFlCARONS FOR ADDITIONAL INFORMATION),
7500 GAL
3000 GAL
4500 GAL
D-1 2
60'
72'
72'
D-2 2
43'
550
550
D-3 2
500
620
620
V-1
400 GAL
600 GAL
V-2
1100 GAL
2400 GAL
NOTES:
1. DELETE BAFFLE FON A 3000 GALLON TANK UTILIZED
AS A TRIPLEX PUMP VAULT,
2. THE OWNER WALL RENEW TOLERANCES IN EXCESS OF
DIMENSIONS SHOWN.
3. THE TRIPLEX PUMP VAULT REWIRES TWO VAULTS
AND TWO COMPLETE RISERS, ONE VAULT CONTAINS
FLOATS AND ONE PUMP, THE SECOND VAULT
CONTAINS TWO PUMPS.
4. 4500 GALLON TANKS OR LARGER SHALL HAVE
THREE RISERS AND LIDS.
I _
` 2 PART USE ORCNO
TANK TO RISER
ADAPTER FOR
CONCRETE TANKS
PUMP ASSEMBLY, SEE
DWG. NO. 7-9
(.1u�•m
1500, 3000, 4500 GALLON
STEP TANK/PUMP TANK
APPROVED DWG. NO.
PUBLIC WORKS DIRECTOR DATE 7-11
DES. OWN. CKO, DATE
PMX PMX MTO 1 4/11/00
TABLE
1SEE SPEGFlCARONS FOR ADDITIONAL INFORMATION),
FOR
FEEDER WIRE RUN
WRE
S2E
MAXIMUM DISTANCE
AWG
COPPER
150 FEET
j10 AWG
COPPER
250 FEET
d8 AWG
COPPER
350 FEET
DECAL -SEE
SPEGFICARONS
BOL018PT.
PJSE lfali. LETTERNG
Fax seaw� cau
�4o-ue-au1
aTYa YFIu
I LPADLOCK WITH GONION NEY
ON FURNISHED BY THE Cl
OF YELM
ALARM T
SILENCE BUTTON
FROM POWER � TO STEP TANK - SIMPLEX
SCURCE
/'2'C. 13—j72
70 STEP TA71K -DUPLEX
1'c C, 17-112
TO STEP TANK - TRIPLEX
NOTE:
PANEL 92E MAY VARY
DEPENDLNC ON MANUFAWRER
TYPICAL PUMP
CONTROL PANEL
APPRO DWG. N0.
\
WORKS �
PUBLIC RKS DIRECTOR DAT7_6=
0 S D . DALE
JY JEG TP 4/2007
FINISHED
30'f RIS
ALARM HIGH LEVEL
LAG ON/OFF (4.5' DRAWDOWN ON TO OFF) 6.
LEAD ON/OFF
DRAWDOWN ON TO OFF) LOW LEVEL ALARM 60
REDUNDANT OFF
A
25'
6' MIN. BEDDING
m
C•l�
FLOAT SETTING VAULT
DIMENSIONS FOR A
DUPLEX PUMP VAULT
APPROVED DWG, N0,
PUBLIC WORKS DIRECTOR DATE 7-14
DES. OWN, CKD, DATE
PMX PMX MTO 4/11/00
EocE aF 2' WATER ncHr
HOUSE Cx� TYPICAL IN PROIECTEO AREAS
NON -PROTECTED AREAS (LAWNS, ETC.)
2'-0' TAIL REWIRE SERVICE BOXES (CARSON OR RICH)
ABOVE I�
�.. GROUND 1 EXISTING GROUND
14 GA. COPPER TONING PARE
WRAP ONCE AROUND CLEANWi
:TANDPIPE
NEW 40 PVC SEWER TOP OF STEP TANK
PVC C.O. LINE (TTP) (3034)
TEST TEE 2.S SLOPE TO TANK
T F—I�INLET BAFFLE
FERNCO COUPLING OR
APPROVED EWAL
FERNCO COUPLING ON
APPROVED EW AL
CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL
CONNECTION
APPROVED DWG, NO,
GTY ENGINEER DATE 7-7
DES. OWN. C D. DATE
PMX PMX MTO 4/11/00
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JOB NUMBER
18025
DRAWING NAME
18025_C4.2_SWND
C4.2
12 OF 15
" (OR APPROVED EQUAL) ENVIRONME
MIDSTATES, BCF -1416 12RL CONCRETE
SIDEWALK
1" PLASTIC LINE (USE 200 PSI -1
DR7 PHILLIPS DRISCO PIPE 5100
POLYETHYLENE PIPE)
VALVE BOX OR 4' DIA. PVC
RISER, SEE NOTE BELOW.
VALVE BOX FOR SIDEWALK OR TRAFFIC
SETTINGS, SEE DWG, NO, 6-12 USE 4'
DIA, SCHEDULE 40 PVC WITH CAP FOR
OTHER INSTALLATIONS.
14 GAUGE INSULATED COPPER
TONING WIRE WRAPPED AROUND THE
PIPE (SEE GENERAL NOTES NO. 7)—
FORD 861-444-G, GRIP
P21/= JOINT BY AP THREADS
/ I' MALE ADAPTER —
3/4" X i• X 12" BELL -
REDUCER.
�- 1•x 10 FORD GRIP
JOINT CORPORATION
STOP TWE FB 1101
SERVICE SADDLE
NOTES:
1, STAINLESS STEEL INSERTS
REQUIRED FOR ALL PACK JOINTS
2, ALL SERVICE SADDLES SHALL AND
FITTINGS SHALL HAVE I.P. THREADS
CONCRETE
DRIVEWAY
& OTHER
EARTH
METER
CHECK VALVE
19 1/2'
VC CAP
SERIES 36
CONCRETE
SERVICE SADDLE
BACKFILL/
OR
ROMAC 202S OR
FOG 711E B9H
COMPACTION REQMNTS.
ROCKWELL 313 METER
z
SERIES 36
CAST IRON
CONCRETE
TRAFFIC COVER
OR
rc
FOG THE 89H
7'x 1' FORD GRIP JOINT
'CARSON
*CARSON
CORPORATION STOP TYPE
3
PLASTIC
FB 1101
FINISH ROADWAY TO
A.C. PAVEMENT
PAVING OVER 4 CRUSHED
1" PLASTIC LINE (USE 200 PSI -1
DR7 PHILLIPS DRISCO PIPE 5100
POLYETHYLENE PIPE)
VALVE BOX OR 4' DIA. PVC
RISER, SEE NOTE BELOW.
VALVE BOX FOR SIDEWALK OR TRAFFIC
SETTINGS, SEE DWG, NO, 6-12 USE 4'
DIA, SCHEDULE 40 PVC WITH CAP FOR
OTHER INSTALLATIONS.
14 GAUGE INSULATED COPPER
TONING WIRE WRAPPED AROUND THE
PIPE (SEE GENERAL NOTES NO. 7)—
FORD 861-444-G, GRIP
P21/= JOINT BY AP THREADS
/ I' MALE ADAPTER —
3/4" X i• X 12" BELL -
REDUCER.
�- 1•x 10 FORD GRIP
JOINT CORPORATION
STOP TWE FB 1101
SERVICE SADDLE
NOTES:
1, STAINLESS STEEL INSERTS
REQUIRED FOR ALL PACK JOINTS
2, ALL SERVICE SADDLES SHALL AND
FITTINGS SHALL HAVE I.P. THREADS
CONCRETE
DRIVEWAY
& OTHER
EARTH
METER
CHECK VALVE
19 1/2'
VC CAP
SERIES 36
CONCRETE
CONCRETE
BACKFILL/
OR
TYPE
FOG 711E B9H
COMPACTION REQMNTS.
*BROOKS
CRUSHED
SERIES 36
CAST IRON
CONCRETE
TRAFFIC COVER
OR
COMPACT TO 95%
FOG THE 89H
6.
'CARSON
*CARSON
STIES 1419-8
PLASTIC 1419
PLASTIC
READER UD
FORD WM 72-15W 5/8'x
3/4' COPPER METER SETTER
747H CHECK VALVE AND
UNION NUT AND SWIVEL FOR
CONNECTING 1" IRON PIPE
5/8" SINGLE
METER SERVICE
APPROVED DWOI NO.
PUBLIC WORKS DIRECTOR DATE 6-1
DEB, Dow CmDALE
TEW TEW DLM 3/15/01
SERVICE BOX - CARSON INDUSTRIES MODEL N0,
14198 WITH BOLTED HINGED COVER OR EQUAL
COVER MARKING TO READ •SEWER•
SPLICE TO EXISTING (USE IN NON -TRAFFIC AREAS)
WI GAUGE TONING
WIRE WITH BUTT 14 GA. INSULTED COPPER TONING HIRE
CONNECTORS AND SPLICE TONING WIRE FOR SERVICE TO
HEAT SHRINK TAPE FINISH MAINUNE TONING WIRE AND WRAP
GRADE-\,/JISPUCE WITH HEAT SHRINK TAPE
EXISTING
PVC SWIR
CONNECT TOMIN.
EXISTING PVC 1' SCHEDULE
SERVICE LINE
40 PVC SOUP
2" x 1' REDUCERJ PVC SWING CHECK
7
IF REQUIRED VALVE SL x SL
1' BALL VALVE, SL x SL J
Y BALL VALVE, SL x SL
1' PVC NIPPLE, SL x SL -
x MAIN DIA. PVC
REDUCING TEE
SL SL TH
OR PIPE SADDLE —
CITY OF YELM
TYPICAL 1"
SERVICE CONNECTION
APPROVED DW -G, N0,
7
PUBLIC WORKS DIRECTOR DATE / - 2
DES, OWN. CKD, DATE
PMX PMX MTO 4/11/00
191 2'
METER BOX 7
14"
VALVE BOX OR 4" 1
DIA, PVC RISER
SINGLE METER 12" MAX,
BOX PLACEMENT 2K SLOPE TO BOX
to
12"
VALVE BOX FOR SIDEWALK OR
TRAFFIC SETTINGS, SEE DWG. N0. 6-12 1 1"
USE 4' DIA. SCHEDULE 40 PVC 12" p,
WITH CAP FOR OTHER INSTALLATIONS* I
METER BOX
4" DIA. PVC R
DUAL METER v�
BOX PLACEMENT
2X SLOPE TO BOX
1 e•
V "
" 1.200psI W
4" DIA, SCHEDULE 40 PVC- - 12' P.E. PIPE 'oma
j ao
RESTORATION SURFACE
SEE RESTORATION TABLE
TYPICAL METER
PLACEMENT
ATPR01'® DWQ NO.
PUBLIC WORKS DIRECTOR DATE 6 — 6
D� DML clm. DATE
TEW TEW FEW 3/15/0
SEE RESTORATION
FINISH GR
BACKFILL SEE
RESTORATION TABLE
MAINTAIN SIDE
SLOPE AS STEEP
AS POSSIBLE
+Y9557fImvRIa
PIPE BEDDING FOR
PIPE O.D.
W=10 PRESSURE
24' GRAVITY
RESTORATION TABLE 1
SURFACE
THICKNESS
BACKFILL/
COMMENTS/
TYPE
90' BEND
COMPACTION REQMNTS.
ORION REQUIREMENTS
CRUSHED
4" CRUSHED SURFACE
SELECT BACKFILL
FINISH GRADE SHALL BE
SURFACE
TOP COARSE
COMPACT TO 95%
SMOOTH & CONSSTANT
6.
6' NIN.
MIN EXISTING
7,
Y MIN, GRADE 8 AC.
FINISH ROADWAY TO
A.C. PAVEMENT
PAVING OVER 4 CRUSHED
SELECT BACKFILL
CONFORM TO ALL EASING
OVER GRAVER. BASESVSE
�p COURSE
COMPACT TO 95%
GRADES AND CURBS
IO.PLUGS
IN TEST COCKS
SLOPES SHALL MATCH
CONCRETE SURFACE
MATCH EXISTING
SELECT BACKFILL
MATCH E%ISTWG FRUST
(DRVEM'AY/SDLT/ U
CONCRETE THICKNESS
COMPACT TO 95%
TEXTURE AND GRADE
B.
IN OSE ED/ PRANIRIGS
NATIVE BACKFILL
FINISH GRADE SHALL BE
LAYti/LANDSK:APE
OVER TI MN. T1PE A
SECTION 6.110
5100TH IS CONSISTANT
TDP SOILCOMPACT
TO &5%
YxnH ETIsn6c GRADE
NATIVE BACKFILL
MOUND BACKFILL
UNUMVED SWAM
N/A
COMPACT TO 65%
2" ABOVE EXISTING
I
GRADE & SMOOTH
CITY OF YELM
DEPT, OF PUBLIC WORKS
TYPICAL
PIPE TRENCH
APPROVED DWG. NO.
CITY ENGINEER DATE 7-3
DES. DVM.CID. DATE
PMX PMX MTO 4/11/00
3
PLASTIC .2
OR
CONCRETE
BOX
n
Q 4
g 0
®1 0 i C4
f7
12" MIN.
_.. 6 _r
C
GRAVEL BASE
MATERIAL LIST:
12" THICK
1.
SERVK:E LINE
2.
90' BEND
3.
UNION
4,
NIPPLE
5.
SHUT-OFF VALVE
6.
6' NIN.
7,
RELIEF VALVE
5.
TESTS COCKS
9,
DRAIN TO DAYLIGHT
IO.PLUGS
IN TEST COCKS
01
A.
THOROUGHLY FLUSH LINES PRIOR TO
INSTALLATION,
B.
DIAMETER OF PIPE AND FITTINGS =
U
C.
REFER TO DEVELOPMENT GUIDELINES
SECTION 6.110
FOR FURTHER INFORMATION,
F
D.
DO NOT INSTALL IN AREA SUBJECT TO
FLOODING.
_
I
6'
YIN.
H.
g 0
®1 0 i C4
f7
12" MIN.
_.. 6 _r
C
GRAVEL BASE
MATERIAL LIST:
12" THICK
1.
SERVK:E LINE
2.
90' BEND
3.
UNION
4,
NIPPLE
5.
SHUT-OFF VALVE
6.
CHECK VALVE (D.S,H.S. APPROVED)
7,
RELIEF VALVE
5.
TESTS COCKS
9,
DRAIN TO DAYLIGHT
IO.PLUGS
IN TEST COCKS
GENERAL NOTES:
A.
THOROUGHLY FLUSH LINES PRIOR TO
INSTALLATION,
B.
DIAMETER OF PIPE AND FITTINGS =
U
C.
REFER TO DEVELOPMENT GUIDELINES
SECTION 6.110
FOR FURTHER INFORMATION,
F
D.
DO NOT INSTALL IN AREA SUBJECT TO
FLOODING.
_
PL 1/4"02%12'
HOT DIPPED
GALVANIZED
FORM CONDUITS TO
POST OR CHANNEL SEE
TYPICAL PUMP CONTROL O
PANEL DETAIL DRAWING f6 r01
PVC
ATTACH CONDUIT TO -
POST WITH STAINLESS
STEEL TWO HOLE
STRAPS
TO NEW
ELECTRICAL PANEL
DIRECT BURY CABLE
12"
DIA,
PLAN
2
PROFILE
NIS
I)
TO BUILDING OR
IRRIGATION SYSTEM
1Y OF YELM, WASHINGTON
)EPT. OF PUBLIC WORKS
REDUCED PRESSURE
BACKFLOW ASSEMBLY
FOR 2" OR SMALLER
DWG, NO.
1
VCRKS DIRECTOR OAr. 6-17
LAWN. CKIX
KR cG 7P
PUMP CONTROL
PANEL
4"x8• PRESSURE
TREATED POST
1/4'xYx6" HOT
DIPPED GALVANIZED
CHANNEL
EXISTING GROUND
TO STEP TANK
DIRECT BURY CABLE
CITY OF YELM
DEPT. OF PUBLIC WORKS
REMOTE POST - RESIDENTIAL
PUMP CONTROL PANEL
INSTALLATION
RIMMKUVIaH
PMX I PMX
DWG. NO.
DATE 7—'t
KD. DATE
MTO 4/11/00
GENERAL NOTES (WATER MAIN INSTALLATION):
1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH
CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE
OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION.
2, ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE
CITY OF YELM, PRIOR TO ANY WORK COMMENCING, THE GENERAL
CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE
ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED
UTILITIES, AND THE CITY OF YELM, CONTACT THE PUBLIC WORKS
DEPARTMENT AT (360) 458-8410 TO SCHEDULE THE MEETING. THE
CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT
THE MEETING,
3, WATER MAINS SHALL MEET THE FOLLOWANG SPECIFICATIONS:
POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL
SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL
THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO
(SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD
SPECIFICATIONS SECTION 9-30.1(5)B. POLYVINYL CHLORIDE (PVC) PIPE (4
THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900,
CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF
18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS
SECTION 9-30.1(5)A, POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20
INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL
THICKNESS EQUAL TO OR GREATER THAN
THE SOR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA
C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED
AND SEALED IN ACCORDANCE VA -
A 1H ANSI AIWA C104 A21.4 90 AND
MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION
9-30.2.(1). SIX-INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52.
4, GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM)
WITH O -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI
FLANGES. VALVES SHALL CONFORM TO AWWA 509-80, VALVES SHALL BE
MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500,
EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY,
5, HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER
CENTURION, OR CLOW MEDALLION OR AVK, HYDRANTS SHALL BE BAGGED
UNTIL SYSTEM IS APPROVED.
6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE
WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 6 - 4 4/07
7, ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS
TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE,
THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR
BACKING MARKED WATER 2 -INCH -WIDE MINIMUM, WHICH CAN BE DETECTED
BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR
APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE
HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UF" SINGLE
CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND
TIED OFF AT VALVE BODY ALL WIRE CONNECTIONS SHALL USE WIRE NUTS
AND A DER SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL
ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE
LOCATOR WIRE ON THE WATER MAIN.
8, PROVIDE TRAFFIC CONTROL PLN(S) AS REQUIRED IN ACCORDANCE
WITH MUTCD,
9, ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT
BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH
WORK,
10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF
THE CURB WITH AN EMBOSSED "Wm 1/4 INCH INTO CONCRETE,
11, CALL UNDERGROUND LOCATE AT 1-800-424-5555 A MINIMUM OF 48
HOURS PRIOR TO ANY EXCAVATIONS,
12, THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A
SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION",
CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS
VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES.
13. AT ANY CONNECTION TO AN EXISTING UNE WHERE A NEW VALVE IS
NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY
STANDARDS PRIOR TO CONNECTION, IF AN EXISTING VALVE FAILS TO PASS
THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO
TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR
INSTALL A NEW VALVE.
14, AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND
BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN
A PUNCH LIST'PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING
ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON
THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY
PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER
SERVICE,
15, A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY
DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING
CONSTRUCTION,
16. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE
DEVELOPERS ENGINEER AND THE CITY OF YELM PRIOR TO ANY
IMPLEMENTATION IN THE FIELD, THE CITY SHALL NOT BE RESPONSIBLE FOR
ANY ERRORS AND/OR OMISSIONS ON THESE PLANS,
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DRAWING NAME
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DRAHING NAME
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DRAHING NAME
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14 OF 15
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�^ `CEMENT CONC.
BARRIER CURB
AND GUTTER CITY OF YELM
DEPT, OF PUBLIC WORKS
GENERAL NOTES:
COMMERCIAL
COLLECTOR
1, NO "ON STREET" PARKING PERMITTED,
2, REFER TO RELEVANT SECTIONS OF THE APPROVED 49/21/2000
No.
DEVELOPMENT GUIDELINES FOR ADDITIONAL _ 4
INFORMATION ON STORM DRAINAGE, STREET
LIGHTING, PAVEMENT STRUCTURE, ECT, DES. DWN.
JEG
TYPE
1/2'
WIDTH
?"'
GU`
KEEP MULCH 6" FROM TREE TRUNK.
ONE-WAY
TWO-WAY
10'
10'
15'
30'
20'
40'
NOTES:
1. WHERE APPROACH EXCEEDS 16' WIDTH A FULL
DEPTH EXPANSION JOINT SHALL BE PLACED
LONGITUDINALLY, CENTERED IN THE APPROACH.
2. FORM AND SUBGRADE INSPECTION ARE RE
BEFORE POURING CONCRETE.
3. REFER TO SECTION 4B.W. YELM DE,001111
CUIDEUNES.
TYPE II
TYPICAL CUR B
BOTTOM OF RAMP MAY
HAVE MAX. 1/2" UP
AT 45',
12'1 FLOW UNE
OF GUTIER
1/2
LIP DETAIL
NOTES:
1. RAMP TEXTURING IS TO BE DONE WITH AN E%PANDED
METAL GRATE PLACED AND REMOVED FROM WET CON.
TO LEAVE A DIAMOND PATTERN. THE LONG AXIS OF
THE DIAMOND PATTERN SHALL BE PERPENDICULAR
TO THE CURB, GROOVES SHALL BE 1/8" DEEP AND
1/4" WIDE
2. CURB RAMPS SHALL BE POURED AS A SEPARATE
UNIT FROM THE SIDEWALK AND FROM THE CURB AND
GUTTER, ISOLATED BY EXPANSION JOINT MATERIAL
ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO
ROADWAY. APP
3. INLETS SHALL BE LOCATED SO THAT RUNOFF DOES
NOT FLOW PAST THE CURB RAMP. NO INLETS ARE
TO BE SET SO THAT PEDESTRIANS WALK OVER OR
AROUND THEM,
TYPE IV
RAMP S
NOTE SEE SIDEWALK SPACING,
EXPANSION JOINTS k SCORE
MARK DETAIL FOR ADDITIONAL
NOTES.
5' AS SEE
MIN, REOD, P
4L DETA L
11
12
RAMP SECTION
TYPICAL
CURB RAMPS
PUB WORKS DIRECTOR DATE 4 G 12
S
CITY OF YELM
F PUBLIC WORKS
E CONCRETE
IAP OACH
S -C I S -C I S -C
PLANTER STRIP
(AS REO.)
r._1r:T:Tr.>r�Lr.1�R
NOTES:
15'
5' 5' 5'
EXPANSION
JOINT
17.11:77
SIDEWALK PLANTER STRIP
5' MIN (AS REO.)
. + .. —2R R=1/2" TYP.
1. TJ(PANSION JOINT MATERIAL TO BE 3/8' THICK PREMO➢ED
JOINT FlL1.ER FULL THICKNESS OF CONCRETE.
2. FONM AHD SUBGRADE INSPECTION REWIRED BEFORE
POURING CONCRETE,
3. SCORE MARKS SHALL BE 31/8" WDE BY 31/4' DEEP. FOR DEPT.
9DEWALKS OVER 8' IN WDTH, A LONGITUDINAL SCORE
MARK SHALL BE MADE ALONG CENTER OF WALK.
4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND
GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB
RETURNS. EXPANSION JOINTS SHALL BE PLACED RI
9DEWALK AT SAME LOCATIONS AS THOSE IN CURB AND APPROVED
GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND
WITTIER, UNLESS OTHERWISE DIRECTED BY ENGINEER.
SIDEWALK
2" DEPTH OF BARK MULCH.
KEEP MULCH 6" FROM TREE TRUNK.
PRESSURE TREATED 4X6
0
(2 REOD., LENGTH VARIES)
PINNED IN PLACE WITH TWO
2X2 PRESSURE TREATED STAKES
24" LENGTHS OF j5 REBAR
s
SPACED EVENLY OUTSIDE THE
HOLE FOR THE ROOTBALL, AND
PARALLEL TO THE ROAD (2 REOD.
GEOTEX7ILE ROOT CONTROL
SYSTEM 15' LONG, CENTERED
ON TREE (TWO RE00.)
a
12 GA. WIRE TREE TIE W/ RUBBER
6,
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PROTECTION AT THE TREE
MIN
(FASTEN LOOSELY)
CURB
GUTTER
FOR USE WHEN TREE IS WITHIN
6' OF CURB AND/OR SIDEWALK
2' DEPTH OF BARK MULCH IN
STREET TREE SPECIFICATIONS:
6' DIAM, CIRCLE CENTERED ON TREE,
1. TREES SHALL BE 2" TO 3" CALIPER
KEEP MULCH 6" FROM TREE TRUNK,
MEASURED 6" ABOVE THE BASE,
2. TREES SHALL HAVE A MINIMUM
2X2 PRESSURE TREATED STAKES
6 FOOT FREE -OF -BRANCH
SPACED EVENLY OUTSIDE THE
CLEARANCE, MEASURED FROM
ROOTBALL, PARALLEL TO THE
ROAD, (2 REOD.)
THE GROUND UNE TO THE
� H
FIRST BRANCH.
3. 1REES SHALL BE SPACED 35
FEET ON CENTER STARTING
15 FEET FROM THE PROPERTY
12 GA, WIRE TREE TIE W/ RUBBER
PROTECTION AT THE TREE
UNE.
(FASTEN LOOSELY)
FOR USE WHEN TREE IS NOT WITHIN
6' OF CURB AND/OR SIDEWALK
CITY OF YELM
NOTES:
DEPT, OF PUBLIC WORKS
1. THE GEOTEXDLE ROOT CONTROL SYSTEM SHALL
BE 12 INCH BIOBARRIER STRIPS, OR APPROVED
EQU AL
STREET TREE
2, WIRE TREE TIE SHALL BE 42" ABOVE THE GROUND
3. FINISH GRADE FOR BARK MULCH SHALL RE 1
70 2 INCHES BELOW SURROUNDING GRADE
APPROVED DWO. NO.
PUBLIC WORKS DIRECTOR DATE 4-19
DES. DVN, CKO. DATE
JEG
S -c s -c s -c 10/3/94.
EDGE AROUND
EACH PANEL
-BROOM FINISH
EXPANSION
JOINT
CITY OF YELM
OF PUBLIC WORKS
CEMENT CONCRETE
SIDEWALK
D
PUBUC WORKS DIRECTOR DATE 4-N11
S -C S -C I S -C
APPROVED FOR CONSTRUCTION
6Y: DATE: _
DIRECTOR OF %RUC NOtKS
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JOB NUMBER
18025
DRAWING NAME
18025_C5.2�IND
C5.2
15 OF 15