20190413 Civil Plans CPR1KILLION ROAD SE (PUBLIC)'B' LOOP SE (PUBLIC)'B' LOOP SE (PUBLIC)'C' ROAD SE (PUBLIC)(PUBLIC)
'A' ROAD SE (PUBLIC)
'B' ROAD SE (PUBLIC)
'D' ROAD SE 'A' ROAD SE (PUBLIC)'A' ROAD SE (PUBLIC)MOUNTAIN VIEW ROAD SE (PUBLIC)(PUBLIC)
'E' ROAD SE
10' DEDICATION
10' UTILITY EASEMENT (TYP.)
10' UTILITY EASEMENT (TYP.)
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
N
GRAPHIC SCALE
0 80 160
1" = 80 FEET
40
DATE: July 17, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-COVR.dwg
COVER SHEET
C0.1
1
APPROVED FOR CONSTRUCTION
BY:DATE:
APPROVAL
EXPIRES:
Director of Public Works
SHEET INDEX
SHEET NO.SHEET TITLE
C0.1 COVER SHEET
C1.0 HORIZONTAL CONTROL PLAN
C2.0 TESC AND DEMOLITION PLAN
C2.1 TESC NOTES AND DETAILS
C3.0 OVERALL GRADING PLAN
C3.1 ROADWAY SECTIONS AND NOTES
C4.0 ROAD 'A' AND ROAD 'D' PLAN AND PROFILE
C4.1 ROAD 'A' PLAN AND PROFILE
C4.2 ROAD 'A' AND 'E' PLAN AND PROFILE
C4.3 'B' LOOP PLAN AND PROFILE
C4.4 'B' LOOP PLAN AND PROFILE
C4.5 'C' ROAD PLAN AND PROFILE
C4.6 INTERSECTION PLANS
C4.7 INTERSECTION PLANS
C4.8 DRAINAGE PONDS DETAILS
C4.9 ROAD NOTES AND DETAILS
C4.10 ROAD NOTES AND DETAILS
C4.11 STORM DRAINAGE NOTES AND DETAILS
C4.12 BAYFILTER DETAILS
C6.0 ROAD 'A' AND ROAD 'D' UTILITY PLAN
C6.1 ROAD 'A' UTILITY PLAN
C6.2 ROAD 'A' AND ROAD 'E' UTILITY PLAN
C6.3 'B' LOOP UTILITY PLAN
C6.4 'B' LOOP UTILITY PLAN
C6.5 'C' ROAD UTILITY PLAN
C6.6 WATER SYSTEM MAP
C6.7 UTILITY NOTES AND DETAILS
C6.8 UTILITY NOTES AND DETAILS
C6.9 UTILITY NOTES AND DETAILS
C6.10 UTILITY NOTES AND DETAILS
C7.0 SIGNING AND LIGHTING PLAN
C8.0 MOUNTAIN VIEW ROAD OFFSITE IMPROVEMENTS
C8.1 MOUNTAIN VIEW ROAD OFFSITE IMPROVEMENTS
C9.0 EXISTING CONDITIONS
PER CHICAGO TITLE COMPANY OF WASHINGTON
ORDER NO. 180021682 DATED JANUARY 23, 2018
FOR APN 21713430200 AND 21713430300
THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE
SOUTHEAST QUARTER OF SECTION 13, TOWNSHIP 17 NORTH, RANGE
1 EAST, W.M.
EXCEPTING THEREFROM PORTION TAKEN FOR KILLION ROAD PER
INSTRUMENT RECORDED DECEMBER 7, 2007 UNDER RECORDING NO.
3976226;
IN THURSTON COUNTY, WASHINGTON.
LEGAL DESCRIPTION
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED
GPS OBSERVATION USING WSRN AND GEOID 2012A.
VERTICAL DATUM
NAD 1983
WASHINGTON STATE PLANE SOUTH PROJECTION. BASED ON GPS
OBSERVATION USING WSRN AND GEOID 2012A. UNITS OF
MEASUREMENTS ARE US SURVEY FEET.
BASIS OF BEARING
19.48 ACRESTOTAL SITE GROSS AREA:
STORM DRAINAGE:WELLS AND ONSITE
RETENTION BASINS
ZONING:
21713430200
R-6
21713430300
1.ALL STREETS WILL BE PUBLIC
2.ALL KNOWN WATER SUPPLIES WITHIN 300' OF THE PROJECT
BOUNDARY HAVE BEEN IDENTIFIED HERON
3.TRACTS 'A' & 'B' ARE TO BE FOR STORM WATER AND OPEN
SPACE, TRACT C TO BE OPEN SPACE
FRONT:
SIDE SIDE (FLANKING STREET):
REAR:
15'
5' MIN EA SIDE, BOTH MUST = 12'
15'
25'
SIDE:
NET AREA (ROADS)
TOTAL NO. OF DWELLING UNITS
DENSITY
SMALLEST LOT SIZE
AVERAGE LOT SIZE
OPEN SPACE
USE OF TRACTS
SEWER (STEP SYSTEM)
WATER
POWER
TELEPHONE
CITY OF YELM
CITY OF YELM
PSE
QWEST
118
8.06 AC.
NET LENGTH (ROADS)3,767.97 L.F.
'A' - STORMWATER/OPEN SPACE 16,803 S.F.
'B' - STORMWATER/OPEN SPACE 22,942 S.F.
'C' - OPEN SPACE 2,700 S.F.
42,445 S.F.
(5% GROSS AREA)
4,050 S.F.
4,356 S.F.
42,445 S.F.
6 UNIT/ACRE
NOTES
SITE STATISTICS
(ACCORDING TO CITY OF YELM)
MINIMUM SETBACKS
OWNER
SITE ADDRESS
9306 SE MOUNTAIN VIEW RD
YELM, WA 98597
CIVIL ENGINEER
AHBL
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: SCOTT KAUL, PE
IF WORKERS ENTER ANY TRENCH OR OTHER
EXCAVATION FOUR OR MORE FEET IN DEPTH THAT
DOES NOT MEET THE OPEN PIT REQUIREMENTS
OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE
SHORED AND CRIBBED. THE CONTRACTOR ALONE
SHALL BE RESPONSIBLE FOR WORKER SAFETY
AND AHBL ASSUMES NO RESPONSIBILITY. ALL
TRENCH SAFETY SYSTEMS SHALL MEET THE
REQUIREMENTS OF THE WASHINGTON INDUSTRIAL
SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW.
THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT
BEEN INDEPENDENTLY VERIFIED BY THE OWNER
OR ITS REPRESENTATIVE. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK
AND AGREES TO BE FULLY RESPONSIBLE FOR ANY
AND ALL DAMAGES THAT HAPPEN DUE TO THE
CONTRACTOR'S FAILURE TO LOCATE EXACTLY
AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE
LOCATION OF UNDERGROUND UTILITIES.
FILL MATERIAL SHALL NOT CONTAIN
PETROLEUM PRODUCTS, OR SUBSTANCES
WHICH ARE HAZARDOUS, DANGEROUS, TOXIC,
OR WHICH OTHERWISE VIOLATE ANY STATE,
FEDERAL, OR LOCAL LAW, ORDINANCE, CODE,
REGULATION, RULE, ORDER, OR STANDARD.
UTILITY NOTE
FILL SPECIFICATION
TRENCH NOTE
THE EXISTING CULTURAL AND TOPOGRAPHIC
DATA SHOWN ON THESE DRAWINGS HAS BEEN
PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, AHBL
CANNOT ENSURE ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT
INFORMATION OR FOR ANY ERRORS OR
OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THESE DRAWINGS AS A
RESULT.
TOPOGRAPHIC NOTE
GEOTECHNICAL
SOUTH SOUND GEOTECHNICAL CONSULTING
P.O. BOX 39500
LAKEWOOD, WA 98496
CONTACT: TIM ROBERTS
PH: (253) 976-0515
SURVEYOR
AHBL
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: DAVE FOLLANSBEE, PLS
UTILITIES
PARCEL NUMBERS
VICINITY MAP
NOT TO SCALE
P
T
FOUND MONUMENT AS NOTED
SET NAIL AND WASHER
SET REBAR AND CAP
FOUND PROPERTY CORNER
MAIL BOX
SIGN AS NOTED
SANITARY SEWER CLEANOUT
STORM CATCH BASIN
CABLE RISER
GAS METER
GAS VALVE
GUY ANCHOR
UTILITY POWER POLE
JUNCTION BOX
POWER MANHOLE
POWER METER
LUMINAIRE
COMMUNICATIONS MANHOLE
TELEPHONE RISER
TELEPHONE VAULT
BLOW OFF VALVE
FIRE HYDRANT
IRRIGATION CONTROL VALVE
WATER METER
POST INDICATOR VALVE
WATER VALVE
F=FIR
M=MAPLE, U=UNKNOWN, CH=CHERRY, P=PLUM
POWER VAULT
HUB AND TACK
STORM LINE
WATER LINE
GAS LINE
ELECTRICAL LINE
COMMUNICATION LINE
OVERHEAD UTILITIES
FENCE
LEGEND
ASPHALT
CONCRETE
EXISTING PROPOSED
SEWER LINE
STORM MANHOLE
STEP SEWER LINE
SEWER SERVICE BOX
PROPOSED MONUMENT
SOME INFORMATION CONTAINED WITHIN PLANS
ARE FROM PREVIOUSLY APPROVED SKILLINGS
CONNOLLY PLANS AND REPORTS. ALL
INFORMATION INCORPORATED INTO THESE PLANS
HAVE THE APPROVED CONSENT OF SKILLINGS
CONNOLLY.
NOTE
MITCHELL DEVELOPMENT II, LLC
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
CONTACT: PHIL MITCHELL
07/23/2018
Must have 5' setbacks per YMC
80+00 81+00
90+00 91+00 91+57
50+0051+0052+0053+0054+0054+2330+0031+0032+0033+0034+0035+00 36+00 37+00 38+00
3
9
+
0
0
40+0041+0042+0043+009+5510+0011+0012+0013+0014+0015
+
0
0
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+0026+0027+0028+0029+0029+50PROPOSED CONSTRUCTION
CENTERLINE
PROPOSED R.O.W.ROAD 'A' STA: 26+14.75 =ROAD 'E' STA: 90+00.00ROAD 'A' STA: 22+27.74 =
ROAD 'B' STA: 43+11.34
ROAD 'A' STA: 19+12.99 =
ROAD 'C' STA: 50+00.00
ROAD 'A' STA: 16+76.99 =
ROAD 'B' STA: 30+00.00
ROAD 'B' STA: 36+16.23 =
ROAD 'C' STA: 54+23.20
ROAD 'A' STA: 12+40.41 =ROAD 'D' STA: 81+51.34KILLION ROAD'B' LOOP SE'B' LOOP SE'C' ROAD SE'E' ROAD SE
'A' ROAD SE
'B' ROAD SE
'D' ROAD SE 'A' ROAD SE'A' ROAD SEMOUNTAIN VIEW ROADS88° 16' 03"E
182.38'S1° 43' 57"W433.54'S88° 16' 03"E
812.75'N1° 43' 57"E433.89'L=157.
0
8
'R
=
1
0
0.00'Δ=8
9
°
5
9
'5
9"
L =1 5 7 .0 8'R =100.00'Δ =9 0°00'01"N1° 43' 57"E342.66'S88° 17' 13"E
350.75'S1° 43' 57"W348.28'L=157.05'R =1 0 0 .0 0 'Δ=89°58'5 0 "L=15
7.1
1'
R
=
1
0
0.00'
Δ
=
9
0
°
0
1
'
1
0
"N1° 43' 57"E423.20'S88° 16' 03"E
205.10'
28'
28'
30.5'25.5'
25.5'30.5'
25.5'30.5'
30.5'25.5'
30.5'
25.5'
30.5'
25.5'
30.5'
25.5'
30.5'25.5'
25.5'30.5'
30.5'
25.5'
30.5'
25.5'
30.5'
25.5'
28'
28'
SITE BOUNDARY
N 598246.50
E 1111789.22
307+00308+00309+00310+00311+00312+00313+00314+00N 598283.99
E 1110535.50
20'MOUNTAIN VIEW RD STA: 311+27.78 =ROAD 'D' STA: 80+00.0010' DEDICATION
N 597625.35
E 1110513.66
N 597587.39
E 1111768.77
10' DEDICATION
PROPOSED 10'
UTILITY EASEMENT (TYP.)
PROPOSED 10'
UTILITY EASEMENT (TYP.)
PROPOSED 10'
UTILITY EASEMENT (TYP.)
BUILDING SETBACK LINE (TYP.)
BUILDING SETBACK LINE (TYP.)
TRACT A
TRACT B
TRACT C40' ROW
2,700 S.F.16,805 S.F.
22,942 S.F.
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
DATE: July 9, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-CNTRL.dwg
HORIZONTAL
CONTROL PLAN
C1.0
2
INSTALL CAST IN PLACE MONUMENT PER DETAIL 4-16 ON SHEET 15
(18 TYP). CONTRACTOR TO CORE DRILL PAVEMENT AT LOCATIONS
PER SURVEYOR DIRECTION. INCLUDED IN COST BID, (SURVEYOR TO
SET MONUMENTS N.I.C.) BACKFILL MONUMENT LOCATIONS WITH PEA
GRAVEL TO 12" DEPTH PRIOR TO PLACING BALLAST.
NOTE
1.THE CONDITIONS OF THE MITIGATED DETERMINATION OF NON-SIGNIFICANCE
ARE HEREBY REFERENCED AND ARE CONSIDERED CONDITIONS OF THIS
APPROVAL.
2.EACH DWELLING UNIT WITH THE SUBDIVISION SHALL CONNECT TO THE CITY
WATER SYSTEM. THE CONNECTION FEE AND METER FEE WILL BE
ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCE. ALL CONDITIONS
FOR CROSS CONNECTION CONTROL SHALL BE MET, AS REQUIRED IN SECTION
246-290-490 WAC.
3.PRIOR TO FINAL SUBDIVISION APPROVAL, THE DEVELOPER SHALL PAY ANY
LATECOMERS ASSESSMENTS APPROVED BY THE CITY COUNCIL BEFORE
FINAL SUBDIVISION APPROVAL, INCLUDING THE ASSESSMENT FOR WATER
SYSTEM IMPROVEMENTS IN MOUNTAIN VIEW ROAD.
4.EACH DWELLING WITHIN THE SUBDIVISION SHALL CONNECT TO THE CITY
S.T.E.P. SEWER SYSTEM. THE CONNECTION FEE AND INSPECTION FEE WILL
BE ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCE.
5.PRIOR TO FINAL SUBDIVISION APPROVAL, THE DEVELOPER SHALL PAY ANY
LATECOMERS ASSESSMENTS APPROVED BY THE CITY COUNCIL BEFORE
FINAL SUBDIVISION APPROVAL, INCLUDING THE ASSESSMENT FOR SEWER
SYSTEM IMPROVEMENTS IN MOUNTAIN VIEW ROAD.
6.PRIOR TO CONSTRUCTION, CIVIL ENGINEERING PLANS SHALL BE SUBMITTED
TO THE COMMUNITY DEVELOPMENT DEPARTMENT FOR REVIEW AND
APPROVAL. CIVIL PLANS SUBMISSION SHALL BE CONSISTENT WITH THE
REQUIREMENTS OF THE YELM DEVELOPMENT GUIDELINES AND SHALL
INCLUDE DETAILS ON ALL REQUIRED INFRASTRUCTURE.
7.THE CIVIL ENGINEERING PLANS SHALL INCLUDE A FIRE HYDRANT PLAN
CONSISTENT WITH THE YELM DEVELOPMENT REGULATIONS WHICH INCLUDES
THE PROPOSED LOCATION OF ALL HYDRANTS AND SERVICE LINES AND FIRE
FLOW CALCULATIONS FOR ALL EXISTING AND PROPOSED HYDRANTS. THE
APPLICANT SHALL BE RESPONSIBLE FOR THE FEE FOR HYDRANT LOCKS ON
ALL FIRE HYDRANTS REQUIRED AND INSTALLED AS PART OF DEVELOPMENT.
THE APPLICANT SHALL COORDINATE WITH THE YELM PUBLIC WORKS
DEPARTMENT TO PURCHASE REQUIRED HYDRANT LOCKS.
8.THE CIVIL ENGINEERING PLANS SHALL INCLUDE A LANDSCAPING PLAN THAT
IS CONSISTENT WITH THE CONCEPTUAL LANDSCAPING PLAN BUT THAT
IDENTIFIES TYPE I LANDSCAPING ALONG THE SOUTHERN PROPERTY
BOUNDARY, TYP II LANDSCAPE BUFFER ALONG THE NORTHERN PROPERTY
LINE AND THE FRONTAGES OF KILLION AND MOUNTAIN VIEW ROADS, AND
LANDSCAPING APPROPRIATE TO A NEIGHBORHOOD PARK IN THE TWO
NORTHERN OPEN SPACE/STORMWATER TRACTS. THE LANDSCAPING PLANS
SHALL INCLUDE PLANS FOR IRRIGATION OF ALL PLANTING STRIPS AND
REQUIRED LANDSCAPING LOCATED IN ANY OPEN SPACE TRACT AND ALONG
MOUNTIAN VIEW AND KILLION ROADS. IRRIGATION PLANS SHALL INCLUDE A
SEPARATE WATER METER AND APPROVED BACKFLOW PREVENTION DEVICES.
9.THE APPLICANT SHALL PROVIDE A MINIMUM OF FIVE (5) PERCENT OF THE
GROSS LAND AREA AS QUALIFIED OPEN SPACE DEVELOPED AS PARKS. THE
FINAL LANDSCAPE PLANS SHALL INCLUDE PLANS TO CREATE NEIGHBORHOOD
PARKS WITHIN THE TWO NORTHERN OPEN SPACE TRACTS WHICH INCLUDE A
MIX OF ELEMENTS TYPICALLY FOUND IN AN IMPROVED PARK AREA SUCH AS
PLAY EQUIPMENT, ATHLETIC COURTS, AND PICNIC FACILITIES.
10.THE CIVIL ENGINEERING PLANS SHALL INCLUDE PLANS FOR THE COLLECTION,
TREATMENT, AND INFILTRATION OF STORMWATER IN ACCORDANCE WITH THE
2014 ECOLOGY STORMWATER MANUAL, AS ADOPTED BY THE CITY OF YELM.
BEST MANAGEMENT PRACTICES (BMP'S) ARE REQUIRED DURING
CONSTRUCTION. A 10-FOOT SETBACK FROM ALL PROPERTY LINES AND
EASEMENTS ARE REQUIRED FOR STORMWATER FACILITIES. THE FINAL
STORMWATER PLAN SHALL INCLUDE AN OPERATION AND MAINTENANCE
PLAN. THE STORMWATER SYSTEM SHALL BE HELD IN COMMON BY THE
HOMEOWNERS ASSOCIATION AND THE HOMEOWNERS AGREEMENT SHALL
INCLUDE PROVISIONS FOR THE ASSESSMENT OF FEES AGAINST INDIVIDUAL
LOTS FOR THE MAINTENANCE AND REPAIR OF THE STORMWATER FACILITIES.
ALL ROOF DRAIN RUNOFF SHALL BE INFILTRATED ON EACH LOT UTILIZING
INDIVIDUAL DRYWELLS.
PROJECT CONDITIONS OF APPROVAL
09/16/2019
80+00 81+00
90+00 91+00 91+57
50+0051+0052+0053+0054+0054+2330+0031+0032+0033+0034+0035+00 36+00 37+00 38+00
3
9
+
0
0
40+0041+0042+0043+009+5510+0011+0012+0013+0014+0015
+
0
0
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+0026+0027+0028+0029+0029+50KILLION ROAD'B' LOOP SE'B' LOOP SE'C' ROAD SE'E' ROAD SE
'A' ROAD SE
'B' LOOP SE
'D' ROAD SE 'A' ROAD SE'A' ROAD SEMOUNTAIN VIEW ROAD306+00307+00308+00309+00310+00311+00312+00313+00314+00315+00XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
7
1
7
4
2
6
4
A
A
B
B8
5
90'
60'
60'
40'
2
3
3
SAWCUT LINE ALONG
ROW LINE (TYP.)
REMOVE EXISTING
ASPHALT CONCRETE
PAVEMENT WITHIN
ROW (TYP.)
PROTECT EXISTING
ASPHALT CONCRETE
PAVEMENT OUTSIDE
OF ROW (TYP.)
REMOVE EXISTING
ASPHALT CONCRETE
PAVEMENT WITHIN
ROW (TYP.)
REMOVE EXISTING
ASPHALT CONCRETE
PAVEMENT WITHIN
PROPERTY LIMITS (TYP.)
PROTECT EXISTING
SIDEWALK
STA:307+45.13, 15.75'LT
END CURB REMOVAL
299+98
300+00
301+00302+00303+00304+00305+00
"STOP"SAWCUT LINE ALONG
ROW LINE (TYP.)
SAWCUT LINE
REMOVE EXISTING ASPHALT
CONCRETE PAVEMENT
WITHIN ROW (TYP.)
REMOVE EXISTING CEMENT
CONCRETE PAVEMENT
WITHIN ROW (TYP.)
PROTECT EXISTING ASPHALT
CONCRETE PAVEMENT
OUTSIDE OF ROW (TYP.)
STA:304+82.72, 15.99'LT
BEGIN CURB REMOVAL
316+00
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
DATE: July 6, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-TESC.dwg
TESC AND
DEMOLITION PLAN
C2.0
3
TESC KEYNOTES
INSTALL CONSTRUCTION ENTRANCE
INSTALL FILTER FABRIC FENCE
INSTALL INLET SEDIMENT PROTECTION
REMOVE EXISTING FENCE
REMOVE EXISTING UNUSED UTILITY POLE
INSTALL 34" TEMPORARY TYPE III BARRICADE
CONSTRUCT TEMPORARY CONVEYANCE DITCH AS
REQUIRED, COORDINATE WITH CESCL
TEMPORARY INFILTRATION BASIN 60' x 90' x 5' DEEP
BOTTOM ELEVATION: 330.00
TEMPORARY INFILTRATION BASIN 40' x 60' x 5' DEEP
BOTTOM ELEVATION: 334.00
1
2
3
4
5
6
7
8
9
±60'
ELEV=±331
ELEV=±336
3:
1 3:1
SECTION A-A
NOT TO SCALE
2
C2.1
1
C2.1
3
C2.1
DEMOLITION LEGEND:
DEMOLISH EXISTING
ASPHALT CONCRETE
PAVEMENT
DEMOLISH EXISTING
CEMENT CONCRETE
PAVEMENT
SAWCUT LINE
NOTES
SEE NOTES AND DETAILS PER SHEET C2.1±40'
ELEV=±335
ELEV=±340
3:
1 3:1
SECTION B-B
NOT TO SCALE
CONTRACTOR TO STABILIZE ALL
DISTURBED PORTIONS OF THE
SITE USING SEED, MULCH, OR
OTHER ENGINEER APPROVED BMP
IN ACCORDANCE WITH SWMM.MATCHLINE AMATCHLINE A MATCHLINE BMATCHLINE B
NN09/16/2019
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: July 6, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-TESC.dwg
TESC NOTES
AND DETAILS
C2.1
4
NOTES:
1.FILTERS SHALL BE i NSPECTED AFTER EACH STORM EVENT AND
CLEANED OR REPLACED WHEN 1/3 FULL.
2.INSTALL INLET PROTECTION IN ALL NEW STORM STRUCTURES
THAT WILL COLLECT STORMWATER AS THEY ARE INSTALLED.
ADAPTOR SKIRT RETRIEVAL STRAP
OVERFLOW (TO
BYPASS PEAK
STORM VOLUMES)
EXISTING CATCH BASIN
SEDIMENT ACCUMULATION
GEOTEXTILE
FABRIC 24"36"48"
4"-8" QUARRY SPALLS
GEOTEXTILE
12" MIN. THICKNESS
EXIST
I
N
G
R
O
A
D
R = 25' MIN.
INGRESS/EGRESS AREA
PROVIDE FULL WIDTH OF
20' MI
N.
RUNOFF DRAINS OFF THE PAD
ENTRANCE BE CROWNED SO THAT
IT IS RECOMMENDED THAT THE100'
1.QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE
SPECIFICATIONS.
2.IF THE ENTRANCE 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
STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A
WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND
WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.
3.ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE
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 THERE 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 QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE
REMOVED IMMEDIATELY.
5.IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION
ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC.
MAINTENANCE STANDARDS
PROVIDE DIP CULVERT
FOR TEMPORARY
CONTROL OF DRAINAGE.
1.THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED
TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM SIX-INCH OVERLAP, AND BOTH ENDS
SECURELY FASTENED TO THE POST.
2.THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE
FENCE POSTS SHALL BE SPACED A MAXIMUM OF SIX FEET APART AND DRIVEN SECURELY INTO THE
GROUND (MINIMUM OF 30")
3.A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT INCHES WIDE AND TWELVE INCHES DEEP, UPSLOPE
AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED.
4.WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT
LEAST ONE INCH LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A
MINIMUM OF FOUR INCHES AND SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE
ORIGINAL GROUND SURFACE.
5.THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND TWENTY
INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND
MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT
BE STAPLED TO EXISTING TREES.
6.WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH
SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED
DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE (S) APPLYING.
7.THE TRENCH SHALL BE BACKFILL WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL.
8.FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT
NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
9.FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST
DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
10.CONTRIBUTING LENGTH TO FENCE SHALL NOT BE MORE THAN 100 FEET.
11.DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR.
12.DO NOT DRIVE OVER OR FILL OVER FILTER FABRIC FENCE.
SIDE VIEW
NOTES:
FRONT VIEW
CHAINLINK FENCE
8"
2.0' MIN.5.0'1.0'2.0'0.5'6' MAX.
5.0'
2.0'
2.5'
2" X 4" WOOD POSTS,
STANDARD OR BETTER,
OR STEEL FENCE POST
BURY BOTTOM OF
FILTER MATERIAL
IN 8"X12" TRENCH
2" X 4" BY 14 GA.
WIRE FABRIC OR
EQUIVALENT
EXISTING
GRADE
ORANGE FILTER FABRIC
MATERIAL 60" WIDE ROLLS -
USE RINGS TO ATTACH
ATTACH TO WIRE FABRIC
2" X 4" WOOD POST
OR STEEL FENCE POST
PROVIDE 3/4" - 1 1/2" WASHED
GRAVEL BACKFILL IN TRENCH AND
ON BOTH SIDES OF FILTER FENCE
FABRIC ON THE SURFACE
2" X 2" BY 14 GA. WIRE
FABRIC OR EQUIVALENT,
AFFIX TO POST
FILTER FABRIC MATERIAL
MIRAFI 100 NS OR EQUIVALENT
CONSTRUCTION NOTES
5.
4.
3.
2.
UTILITIES INSPECTOR PRIOR TO CONSTRUCTION.
SHALL SECURE THE NECESSARY PERMITS FROM THE YELM
CONSTRUCTED IN THE YELM RIGHT-OF-WAY, THE APPLICANT
IF WATER OR OTHER UTILITIES ARE REQUIRED TO BE
BE IN ATTENDANCE.
THE DEVELOPER AND HIS/HER CONTRACTOR(S) MUST
YELM'S DEVELOPMENT AND UTILITIES INSPECTOR.
PRECONSTRUCTION CONFERENCE SHALL BE SCHEDULED WITH
OR IMPROVEMENTS TO EXISTING ROADWAY FACILITIES, A
PRIOR TO ANY ON SITE IMPROVEMENTS, ROADWAY CONSTRUCTION,
CONSTRUCTED FACILITIES OR ADJACENT PROPERTIES.
UNDERTAKEN DURING CONSTRUCTION TO AVOID DAMAGE TO
TEMPORARY EROSION AND SEDIMENTATION CONTROL SHALL BE
IS RESPONSIBLE FOR SCHEDULING THIS WORK.
QUALIFIED LICENSED SURVEYOR. THE DEVELOPER OR CONTRACTOR
CONSTRUCTION STAKING SHALL BE BY THE DESIGN ENGINEER OR A
CONSTRUCTION USE BY THE ENGINEER.
RESPECTS, INCLUDING SAND EQUIVALENT, WILL BE APPROVED FOR
NATIVE MATERIALS MEETING THE SPECIFICATIONS IN ALL
ASSOCIATION, AND CITY OF YELM PUBLIC WORKS STANDARDS.
AND WASHINGTON STATE CHAPTER, AMERICAN PUBLIC WORKS
JOINTLY BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, PUBLISHED
MOST CURRENT STANDARD SPECIFICATIONS FOR ROAD SPECIFICATIONS
WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE1.
A SILT SOCK SHALL BE INSTALLED AT EACH CATCH BASIN LOCATION.6.
SEDIMENTS OR BUILD A NEW FENCE PARALLEL TO THE OLD ONE.
WHEN SEDIMENT BUILDUP BECOMES EXCESSIVE, REMOVE THE
AND DAILY DURING PROLONGED RAIN AND REPAIR THEM AS NECESSARY.
POSSIBLE. INSPECT FILTER FABRIC FENCES AFTER EACH RUNOFF EVENT
STORM WATER DISCHARGED OFF SITE IS AS FREE OF SEDIMENT AS
9. FILTER FABRIC FENCES SHALL BE MAINTAINED IN ORDER THAT
DURING CONSTRUCTION AND SHALL WATER DOWN AREAS AS NECESSARY
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE
AND IN CONFORMANCE WITH THE PERTINENT CITY OF YELM ORDINANCES.
STABILIZED BY SEEDING AND MULCHING.
UNWORKED REGULARLY OR FOR AN EXTENDED TIME SHALL BE
DISTURBED AREAS GREATER THAN 5,000 S.F. THAT ARE LEFT
5. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH APRIL 30, ALL
6. STOCKPILED DIRT MATERIAL SHALL BE COVERED.
BY THE COUNTY.
THROUGHOUT DURATION OF PROJECT CONSTRUCTION AS DIRECTED
4. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES
ROCK ACCESS DRIVEWAY SHALL BE IN PLACE, AS SHOWN ON PLAN.
3. PRIOR TO ANY OTHER WORK ON SITE, EROSION CONTROL FENCING AND
CITY OF YELM OR OTHER GOVERNING AUTHORITY OR AGENCY.
2. COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS BY
FOLLOWING COMPLETION OF CONSTRUCTION.
SHALL BE CLEANED OF ALL SILTS, SAND AND OTHER MATERIALS
WATER POLLUTION/FLOOD ACTIVITIES AND CONVEYANCE SYSTEMS
USED AS PART OF THE TEMPORARY EROSION CONTROL AND
B. ALL PERMANENT STORAGE AND DETENTION AREAS
MANUAL.
REQUIREMENTS OF TABLE 9.1 OF THE THURSTON REGION DRAINAGE
8. ALL DISTURBED AREAS SHALL BE SEEDED PER THE STABILIZATION
PRECLUDE ANY CONSTRUCTION ACTIVITY ON THE SITE.
SUBMITTAL AND APPROVAL OF THESE PLANS SHALL
SHALL BE SUBMITTED TO AND APPROVED BY THE COUNTY.
A. SOIL EROSION AND WATER POLLUTION/FLOOD CONTROL PLANS
SPECIFICATIONS AND AS FOLLOWS:
REQUIRED IN ACCORDANCE WITH SECTION 1-07.15 OF THE STANDARD
1. TEMPORARY EROSION/WATER POLLUTION MEASURES SHALL BE
DRAINAGE, GRADING AND
OTHER TREATMENT.
CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCH, NETTING, OR
HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT/
APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED,
SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF
TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS
MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL
MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH
NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR
16. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE
AND/OR STORM DRAINAGE SYSTEMS.
ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES
SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT
CONTROL EROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR
MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO
15. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL
SATISFIED.
CONTINUE UNTIL SUCH TIME AS THE AFFECTED PROPERTY OWNER IS
COMMENCE RESTORATION METHODS. RESTORATION ACTIVITY WILL
MUST CEASE, AND THE OWNER/CONTRACTOR WILL IMMEDIATELY
DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION IN THE FUTURE
PROPERTY OWNERS, ALL CONSTRUCTION WORK WITHIN THE
14. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT
IN A FIELD BY A SOILS ENGINEER OR ENGINEERING GEOLOGIST.
NATIVE SOILS. HEIGHT AND WIDTH OF THE BENCH WILL BE DETERMINED
(HORIZONTAL TO VERTICAL) SHALL BE BENCHED AS DIRECTED INTO
13. PLACEMENT OF FILL SECTIONS ON SLOPES GREATER THAN 4:1
BACKFILL SHALL BE COMPACTED AS SPECIFIED ABOVE.
DENSITY BEFORE PLACING THE NEXT LIFT. ALL UTILITY TRENCH
MOISTURE CONTENT, AND COMPACTED TO THE SPECIFIED MINIMUM
EIGHT INCHES LOOSE THICKNESS, CONDITIONED TO THE OPTIMUM
12. ALL FILL SHALL BE PLACED IN UNIFORM HORIZONTAL LIFTS OF SIX TO
CONSULTANT FOR USE.
SUBSTITUTED WITH PRIOR APPROVAL BY A GEOTECHNICAL
ANSI/ASTM D-1140 TEST PROCEDURE. OTHER MATERIAL MAY BE
MORE THAN 7% BY WEIGHT SHALL PASS THE #200 SCREEN AS TESTED BY
DETERMINED BY ANSI/ASTM TEST METHOD D-2487) SHALL BE USED. NO
GRADED GRAVEL OR GRAVELY SAND (CLASSIFYING AS GW OR SW AS
11. FOR IMPORTED STRUCTURAL FILL A CLEAN, SIX-INCH MINUS, WELL
CONTROL FACILITIES ONLY WHEN THE ENTIRE SITE IS STABILIZED.
17. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENTATION
TEMPORARY EROSION CONTROL NOTES
IN AREAS UNDER STRUCTURES, PAVING SECTIONS, SIDEWALKS, AND OTHER
AREAS TO BE GRADED, STRIP ALL TOPSOIL AND ORGANIC MATERIAL.
STOCKPILE AND COVER WITH PLASTIC ALL STOCKPILED TOPSOIL. ALL TOPSOIL
AND SOD NOT TO BE REUSED SHALL BE REMOVED FROM SITE AND DISPOSED
OF PROPERLY AT THE CONTRACTORS EXPENSE. FOR STRUCTURAL FILL IN
AREAS UNDER FOOTINGS AND SLABS ON GRADE, ALL SOILS SHALL BE
COMPACTED TO A MINIMUM DENSITY OF 90% OF ASTM D-1557 OR 95% OF
UBC 70-1. THIS INCLUDES PROOF-ROLLING NATIVE SOILS EXPOSED IN THE
BOTTOM OF THE EXCAVATION PRIOR TO PLACEMENT OF FILL. MATERIALS
UNDER THE PAVING SECTION SHALL ALSO BE COMPACTED TO THE MINIMUM
DENSITY BY PROOF-ROLLING PRIOR TO PLACEMENT OF THE PAVING SECTION;
THIS INCLUDES PROOF-ROLLING IN-PLACE SOILS, SOILS THAT HAVE BEEN
DISTURBED DURING CONSTRUCTION AND ALL STRUCTURAL FILL MATERIALS.
10.
1 NOT TO SCALE
FILTER FABRIC FENCE
2 NOT TO SCALE
INLET SEDIMENT PROTECTION
3 NOT TO SCALE
CONSTRUCTION ENTRANCE
GENERAL NOTES
1.DEMOLITION: IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY
REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE
OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL
NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE
ALL SUCH COSTS IN THE SCOPE OF WORK.
2.CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO
CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL
THE WORK OF THIS PROJECT.
3.CONTRACTOR SHALL LEGALLY DISPOSE OFF THE OWNER'S
PROPERTY, ALL DEMOLISHED AND REMOVED MATERIALS.
4.STRIPPINGS MAY BE STOCKPILED FOR USE IN LANDSCAPE AREAS. ALL
EXCESS STRIPPINGS SHALL BE DISPOSED OFF OWNER'S PROPERTY.
5.IF SEDIMENT REACHES CATCH BASINS ADD INLET PROTECTION IN
ACCORDANCE WITH SWMM.
1.STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER
APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31.
2.IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED.
3.TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN
THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY
OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR
SEEDING.
4.PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE
MAINTAINED ACCORDING TO THE APPROVED PLAN.
1.MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED
AT THE RATE OF 2 TONS/ACRE. (MIN. 2" THICK)
2.MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES
GREATER THAN 2:1.
3.MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS
WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON.
4.ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1.
1.PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE
STATE STANDARD SPECIFICATIONS SECTION 9-14.5.
2.COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES
WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN
FULL LENGTH AND THERE SHALL BE AT LEAST A 12 INCH OVERLAP OF ALL SEAMS.
3.CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND
MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED.
4.WHEN THE COVERING IS USED ON UN-SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING
PERIOD.
5.PLASTIC COVERING SHEET SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE
WATER FLOW BENEATH SHEETS.
6.PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS.
PLASTIC COVERING NOTES:
1.CONTRACTOR SHALL OBTAIN NPDES PERMIT AND SHALL DESIGNATE A
WASHINGTON STATE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD WHO
SHALL HAVE THE RESPONSIBILITY TO MONITOR AND IMPLEMENT EROSION
CONTROL MEASURES.
2.CONTRACTOR SHALL PROVIDE AN EROSION AND SEDIMENT CONTROL LEAD
(ESCL) WHO WILL BE ON-SITE OR ON CALL AT ALL TIMES. THE EROSION
CONTROL LEAD SHALL HAVE THE AUTHORITY TO IMPLEMENT THE
STORMWATER POLLUTION PREVENTION PLAN BASED ON SITE CONDITIONS
WITHIN THEIR SCOPE. IF THE METHODS INDICATED FOR EROSION AND
SEDIMENT CONTROL ARE NOT ADEQUATE, THE ESCL SHALL IMPLEMENT
ADDITIONAL METHODS AS REQUIRED.
3.CONTRACTOR SHALL PREPARE A CONSTRUCTION SWPPP FOR THIS PROJECT.
REFER TO THE PROJECT MANUAL FOR A SAMPLE SWPPP FOR THIS PROJECT.
RETAIN A COPY OF THE SWPPP ON-SITE AT ALL TIMES AND AVAILABLE TO THE
JURISDICTIONS HAVING AUTHORITY.
4.CONTRACTOR TO COORDINATE AREAS FOR LAY DOWN, STOCK PILE, TRAILERS
& PARKING WITH WMD CONSTRUCTION PROJECT MANAGER BRAD OLSON.
5.CONTRACTOR TO REMOVE CONSTRUCTION DEBRIS, MUD, ROCKS, DIRT, ETC
FROM EXISTING ROAD AND PARKING LOT DAILY.
MULCHING NOTES
TESC/SWPPP NOTES
SOIL STOCKPILE NOTES
09/16/2019
80+00 81+00
90+00 91+00 91+57
54+23
50+0051+0052+0053+0054+0030+0031+0032+0033+00 34+0035+00
36+00 37+00 38+00
39+00
40+0041+00
42+0043+0029+50
9+55
10+0011+0012+0013+00
14+0015
+
0
0
16+00 17+00 18+00
19+00
20+00 21+00
22+00
23+00 24+00
25+00 26+0027+00
28+00 29+00KILLION ROAD'B' LOOP SE'B' LOOP SE'C' ROAD SE'E' ROAD SE
'A' ROAD SE
'B' ROAD SE
'D' ROAD SE 'A' ROAD SE'A' ROAD SEMOUNTAIN VIEW ROAD307+00308+00309+00310+00311+00312+00313+00314+00315+00PROPERTY LINE IS
LIMIT OF CLEARING
AND GRADING
WEST EDGE OF
PAVEMENT IS
LIMIT OF CLEARING
AND GRADING
EXISTING CONTOUR (TYP.)CONTOURS WITHIN PROPOSED ROW
ARE TO FINISHED GRADE.
SEE PAVEMENT SECTIONS ON SHEET
C3.1 FOR DEPTH TO SUBGRADE
PROPERTY LINE IS
LIMIT OF CLEARING
AND GRADING
3403
3
7
3
3
8
3
3
9
3403403453
3
7 337338338339339341341342 3423
4
3 343344346347348335336337338344340337338339341
342
342
343
343
335340336337338339341348
340 339341342343
2:1 MAX SLOPE
(TYPICAL)
3
4
2
3
4
3
342
34
0
3
3
7
33
8
33
9
3
4
1
342343344344343NO GRADING
OUTSIDE ROW
3
4
5 3413423
4
3
3
4
4
34634034
53413
4
2
34
3
34
4
3
4
6
335336
337
338
339
340339341342341
342
343
343344340339341342343340337338339341341
3
4
2
3
4
3
34
4
3
4
2
3
4
3
34
4
340341342343346347348349346345344343342341343
344
344343343
34
9 348347349343339336 2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
DATE: July 6, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-ROUGH-GRAD.dwg
OVERALL
GRADING PLAN
C3.0
5
CUT: 26,500 CY
FILL: 23,500 CY
NET: 3,000 CY (CUT)
NOTE:
THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMITTING
PROCESS. DO NOT USE FOR BID PURPOSES. THE QUANTITIES DO NOT HAVE
STRIPPING, COMPACTION, OR CUT OR FILL ADJUSTMENT FACTORS APPLIED TO THEM.
EARTHWORK QUANTITIES
09/16/2019
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: July 5, 2019 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-ROAD SECTIONS.dwg
ROADWAY
SECTIONS AND
NOTES
C3.1
6
1.ALL WORKMANSHIP AND MATERIALS 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.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY
TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL. NO WORK SHALL COMMENCE
UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE.
3.ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND/OR HORIZONTAL ALIGNMENT SHALL BE
STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK.
4.WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT
EMULSION TYPE CSS-1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER
EXISTING TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR-4000W PAVING ASPHALT.
5.COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.
6.SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND
GRADE BY AN ENGINEER BEFORE POURING CONCRETE.
7.CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK.
8.THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING.
9.CONTRACTOR TO COORDINATE WITH CITY AND OWNER TO USE EXISTING ONSITE SUITABLE GROUND BASE IN LIEU OF IMPORT GRAVEL
BASE.
17'
0.5'
6'5'
0.25' HMA CI. 1/2" PG 64-22
0.17' CSTC
0.67' GRAVEL BASE
COMPACTED SUBGRADE
LANDSCAPING
2%2%
CL PROFILE
GRADE
2%
CONSTRUCT CEMENT
CONCRETE BARRIER CURB
AND GUTTER PER DETAIL 4-13
SEE SHEET C4.9 (TYP)
28' ROW
SIDEWALK
0.5'
6'5'
LANDSCAPING
2%
28' ROWROW
SIDEWALK
17'ROWCONSTRUCT SIDEWALK
PER DETAIL 4-11 SEE
SHEET C4.9 (TYP)
CONSTRUCTION CL = CL OF ROW
16'
0.5'
7'5'
0.25' HMA CI. 1/2" PG 64-22
0.17' CSTC
0.67' GRAVEL BASE
COMPACTED SUBGRADE
LANDSCAPING
2%2%
CL PROFILE
GRADE
2%
CONSTRUCT CEMENT
CONCRETE BARRIER CURB
AND GUTTER PER DETAIL 4-13
SEE SHEET C4.9 (TYP)
20' EX ROW 10' DEDICATION'EX ROW±5.5'±21.7'
EX EP EX EPFENCE
EX
±2'
EX ROADWAY PAVEMENT
SIDEWALK
0.5'
FUTURE 7'FUTURE 5'
LANDSCAPING
20' EX ROWFUTURE 8'EX ROWFUTURE ROWSIDEWALK
DEDICATION
CONSTRUCT SIDEWALK
PER DETAIL 4-11 SEE
SHEET C4.9 (TYP)
CONSTRUCTION CL (NOT CL OF ROW)
16'
4.0'ROWNOT TO SCALE
N.I.C.N.I.C.
14'14'3'3'
LANDSCAPE
ISLAND
2'FLOW LINEFLOW LINEFLOW LINEFLOW LINECONSTRUCT
CEMENT CONCRETE BARRIER CURB
PER DETAIL 4-13 SEE SHT C4.9 (TYP)
(SEE PLAN FOR LOCATION)
2%2%
2%
2%2%
TO BE REMOVED
NOTE:
EXISTING PAVEMENT TO BE REMOVED
WITHIN ROW LIMITS
NOTE:
EXISTING PAVEMENT TO BE REMOVED
WITHIN ROW LIMITS
18.5'
1'
6'5'
0.17' HMA CI. 1/2" PG 64-22
0.17' CSTC
0.67' GRAVEL BASE
COMPACTED SUBGRADE
LANDSCAPING
2%
CL PROFILE
GRADE
CONSTRUCT SIDEWALK
PER DETAIL 4-11 SEE
SHEET C4.9 (TYP)
2%
CONSTRUCT CEMENT CONCRETE
ROLLED CURB AND GUTTER PER
DETAIL 4-13 SEE SHEET C4.9 (TYP)
SIDEWALK
2%
1'
6'
LANDSCAPING
30.5' ROW
CONSTRUCTION CL (NOT CL OF ROW)
25.5' ROWROW
18.5'
VARIES
0.5'
0.25' HMA CI. 1/2" PG 64-22
0.17' CSTC
0.67' GRAVEL BASE
COMPACTED SUBGRADE
2%2%
CL PROFILE
GRADE
2%
CONSTRUCT CEMENT
CONCRETE BARRIER CURB
AND GUTTER PER DETAIL 4-13
SEE SHEET C4.9 (TYP)
20' EX ROW EX ROW0.5'
20' EX ROWEX ROWCONSTRUCTION CL (NOT CL OF ROW)
16'4.0'ROWFLOW LINEBACK OF CURBFLOW LINEBACK OF CURBFLOW LINEFLOW LINE4.0'
±5.5'±21.7'
EX EP EX EP
2%
2%
NOT TO SCALE
NOT TO SCALE
EX ROADWAY PAVEMENT
TO BE REMOVED
WITHIN ROW
SAWCUT PAVEMENT
AT ROW LINE
MATCH
EXISTING
GRADE
EXISTING
ASPHALT TO
REMAIN
2%
MATCH EXISTING GRADE IN ROW
(2:1 MAX SLOPE)
MATCH EXISTING GRADE IN ROW
(2:1 MAX SLOPE)
2%2:1 MA
X
.
09/16/2019
81+009+55 10+00 11+00 12+00 13+00 14+00 15+00S1° 43' 57"W
433.54'
L =1 5 7 .0 8'R =100.00'Δ =8 9 °59'59"56'37'29.5'R=38'
TO FLOW
L
I
N
E R=50'RP=STA 10+00,
19.5' LTTO ROW1
335
3
3
6 340336337338339341342
342
34
1
34
1
34
0
341DDDDDD335
80+00 81+00 12+0013+00S88° 16' 03"E
205.10'311+0029.5'
34
0
3
3
9
3
4
1
342341341342343344DDDD
320
325
330
335
340
345
350
355
9+50 335.9810+00335.73335.9810+50336.48336.9811+00337.48337.9811+50338.49339.1012+00339.82340.5612+50341.21341.7513+00342.19342.5113+50342.73342.8314+00342.83342.7114+50342.49342.1515+00341.718"Ø WATER
M
A
I
N
4"Ø SEWER MAIN
2.02%
2.00%
3.00%
PVI: 335.48
PVI STA: 10+00.00
K: 12.45
50' VC
BVCS: 9+75.00BVCE: 335.98EVCS: 10+25.00EVCE: 335.98LOW PT: 10+00.10ELEV: 335.73PVI: 338.80
PVI STA: 11+66.00
K: 50.00
50' VC
BVCS: 11+41.00BVCE: 338.30EVCS: 11+91.00EVCE: 339.55PVI: 346.27
PVI STA: 14+15.00
K: 57.14
400' VC
BVCS: 12+15.00BVCE: 340.27HI PT: 13+86.43ELEV: 342.84GRADE BREAK STA: 9+55.37ELEV: 336.38BEGIN 'A' ROAD SEFINISHED CL GRADE
EXISTING GRADE
STA: 9+99.99, 57.72 L
IE: 331.42 12" (S)
IE: 331.42 12" (W)
RIM: 334.57
CB #1, CB TYPE 1
76 LF 12" CPEP STORM @ 0.50%
STA: 10+00.01, 18.72 R
IE: 331.80 12" (E)
IE: 331.80 12" (S)
RIM: 335.35
CB #2, CB TYPE 1
225 LF 12" CPEP STOR
M
@
1
.
2
6
%
STA: 12+25.33, 18.72 L
IE: 337.16 8" (W)
RIM: 340.19
CB #5, CB TYPE 1
STA: 12+25.33, 18.28 R
IE: 334.64 12" (N)
IE: 336.79 8" (E)
IE: 334.64 12" (W)
RIM: 340.41
CB #3, 48" TYPE 2 CB
37 LF 8" CPEP STORM @ 1.00%
325
330
335
340
345
350
355
360
325
330
335
340
345
350
355
360
79+50 80+00344.24343.7280+50342.99342.2081+00341.40340.7181+50340.9682+00
2.00%
3.17%
2.00%
GRADE BREAK
STA: 80+00.00
ELEV: 344.24
GRADE BREAK
STA: 81+51.34
ELEV: 340.99
PVI: 340.52
PVI STA: 81+27.84
K: 4.83
25' VC
BVCS: 81+15.34BVCE: 340.92EVCS: 81+40.34EVCE: 340.77LOW PT: 81+30.67ELEV: 340.67PVI: 343.67
PVI STA: 80+28.50
K: 21.35
25' VC
BVCS: 80+16.00BVCE: 343.92EVCS: 80+41.00EVCE: 343.27EXISTING GRADE
FINISHED CL GRADE
4" Ø SEWER MAIN
STA: 80+14.13, 15.08 L
IE: 335.23 12" (E)
IE: 335.23 12" (S)
IE: 335.23 12" (N)
RIM: 343.92
CB #50, 48" TYPE 2 CB
101 LF 12" CPEP STORM @ 0.50%
STA: 81+14.84, 15.08 L
IE: 334.73 12" (E)
IE: 337.12 8" (S)
IE: 334.73 12" (W)
RIM: 340.63
CB #6, 48" TYPE 2 CB
18 LF 12" CPEP
STORM @ 0.50%
STA: 81+33.07, 15.08 L
IE: 334.64 12" (N)
IE: 336.79 8" (E)
IE: 334.64 12" (W)
RIM: 340.41
CB #3, 48" TYPE 2 CB
31 LF 8" CPEP STORM @ 1.00%
STA: 81+14.78, 15.92 R
IE: 337.43 8" (N)
RIM: 340.62
CB #7, CB TYPE 1
CB #5
37 LF 8" CPEP
STORM @ 1.00%
8" Ø WATER MAIN
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
DATE: July 6, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-ROAD.dwg
ROAD 'A' AND
ROAD 'D' PLAN
AND PROFILE
C4.0
7NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
ROAD 'A' STA: 12+40.41 =
ROAD 'D' STA: 81+51.35
SEE SHEET C4.6 FOR
CUL-DE-SAC GRADING
'A' ROAD SE ROAD & STORM PROFILE
SCALE: H:1"=30', V:1"=5'
'D' ROAD SE ROAD & STORM PROFILE
SCALE: H:1"=30', V:1"=5'36373839404142434445CONSTRUCT SIDEWALK
RAMP PER DETAIL 3A
SEE SHT C4.10
CONSTRUCT
SIDEWALK RAMP
(TYP. THIS SHEET)
PER DETAIL 4B SEE
SHT C4.9
R=35'
STA 80+50.85, 51' LT
R=35'
STA 80+51.15, 51' RT
R=25'
STA 81+15.35, 41' LT
R=25'
STA 81+15.35, 41' RT
ROAD "A" STA 12+40.41=
ROAD "D" STA 81+51.35
M
A
T
C
H
L
I
N
E
1
5
+
0
0
SE
E
S
H
E
E
T
C4
.
1
MOUNTAIN VIEW RD STA 311+27.78=
ROAD "D" STA 80+00
1
ROADWAY NOTES 352 STA 81+15, 15'RT/LT
TRANSITION FROM CEMENT CONCRETE
BARRIER CURB AND GUTTER TO ROLLED CURB
CONSTRUCT
LANDSCAPE ISLAND
CONTRACTOR TO PROVIDE 6"
MIN. SAND CUSHION BETWEEN
UTILITIES.
CONSTRUCT ROADWAY PER LOCAL
RESIDENTIAL STREET-56' ROW, SEE SHEETC3.1
NOTE:
350
345
340
335
330
325
355
SEE THIS SHEET
SEE THIS SHEETSTA 9+55.37
BEGIN 'A' RD SE
STA 9+55.37
END SIDEWALK
MATCHLINE SEE SHEET C4.1SEE SHEET C4.6 FOR
INTERSECTION GRADING
2
R=25'
STA 81+15.35, 41' LT
R=25'
STA 81+15.35, 41' RT
SEE THIS SHEET
SEE SHEET C4.6 FOR
INTERSECTION GRADING
SEE SHEET C4.8
FOR TRACT 'A' STORM
'A' ROAD SE
MOUNTAIN VIEW ROAD SE'D' ROAD SE
R=25'
STA 10+58.25,
43.50' LT46 4748495051525349
50
51
40
CONSTRUCT ROADWAY PER DETAIL
LOCAL RESIDENTIAL STREET-56' ROW,
SEE SHEET C3.1
CB #5
CB #7
CB #3
CB #6
CB #50
CB #3
CB #6
CB #7
CB #5
CB #1
CB #43
CB #2
SEE SHEET C4.8 FOR CONTINUATION
320
09/16/2019
50+0051+0030+0031+0042+0043+0015
+
0
0
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
24+00
S88° 16' 03"E
812.75'
L =
3
4
0340 3453363363373373
3
8338 3
3
9339341 3413
4
2
3
4
3
3
4
4 3463
4
7
348335335339DDDD
DDD DDD
15+00341.71341.1615+50340.50339.7316+00338.85337.8716+50336.88336.1817+00335.84335.8917+50336.29336.7918+00337.29337.7918+50338.29338.7919+00339.29339.7919+50340.29340.7920+00341.29341.7920+50342.29342.7921+00343.29343.7921+50344.29344.7922+00345.29345.7922+50346.29346.7923+00347.28347.6923+50347.98348.1524+00
8"Ø WA
T
E
R
M
A
I
N
4"Ø SE
W
E
R
M
A
I
N
4.00%
2.00%
PVI: 335.15
PVI STA: 16+93.00
K: 16.67
100' VC
BVCS: 16+43.00BVCE: 337.15EVCS: 17+43.00EVCE: 336.15LOW PT: 17+09.67ELEV: 335.82EVCS: 16+15.00EVCE: 338.27BVCS: 22+92.09BVCE: 347.13HI PT: 24+00.40EXISTING GRADE
FINISHED CL GRADE
STA: 17+09.67, 18.72 R
IE: 331.80 12" (E)
IE: 331.80 12" (N)
RIM: 335.44
CB #9, CB TYPE 1L
185 LF 12" CPEP STORM @
1
.
0
8
%
STA: 18+94.27, 18.72 R
IE: 333.79 12" (W)
IE: 333.79 12" (E)
IE: 333.79 12" (N)
RIM: 338.80
CB #10, CB TYPE 1
99 LF 12" CPEP STORM @ 3.27%
STA: 19+93.58, 18.72 R
IE: 337.04 12" (W)
IE: 337.37 8" (N)
RIM: 340.78
CB #11, CB TYPE 1
37 LF 8" CPEP STORM @ 0.50%
STA: 19+93.58, 18.72 L
IE: 337.56 8" (S)
RIM: 340.78
CB #12, CB TYPE 1
STA: 22+46.46, 18.72 R
IE: 342.62 8" (N)
RIM: 345.84
CB #13, CB TYPE 1
PVI: 346.27
PVI STA: 14+15.00
K: 57.14
400' VC
HI PT: 13+86.43
ELEV: 342.84
PVI: 350.38
PVI STA: 24+54.59
K: 54.16
325' VC
HI PT: 24+00.40
ELEV: 348.21
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: July 6, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-ROAD.dwg
ROAD 'A' PLAN AND
PROFILE
C4.1
8
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
14151617181920212223242526272829303132
CONSTRUCT
SIDEWALK RAMP
PER DETAIL 4B
SEE SHT C4.10
CONSTRUCT
SIDEWALK RAMP
PER DETAIL 4B SEE
SHT C4.10
CONSTRUCT
SIDEWALK RAMP
PER DETAIL 4B
SEE SHT C4.10
37'56'22'
56'
37'
37'
37'
R=25'
STA 16+40.99, 36' LT
R=25'
STA 18+76.99, 36'
LT
R=25'
STA 21+91.74, 36' LT
R=25'
STA 22+63.74, 36' LT
R=25'
STA 19+48.99, 36' LT
R=25'
STA 17+12.99, 36' LT
ROAD "A" STA 16+76.99=
ROAD "B" STA 30+00
ROAD "A" STA 19+12.99=
ROAD "C" STA 50+00
ROAD "A" STA 22+27.74=
ROAD "B" STA 43+11.3437'56'CONSTRUCT SIDEWALK RAMP PER
DETAIL 3B SEE SHT C4.10
CONSTRUCT SIDEWALK RAMP PER
DETAIL 3B SEE SHT C4.10
CONSTRUCT SIDEWALK RAMP
PER DETAIL 3B SEE SHT C4.10
SEE SHEET C4.7 FOR
INTERSECTION GRADING
SEE SHEET C4.7 FOR
INTERSECTION GRADING
SEE SHEET C4.6 FOR
INTERSECTION GRADING
CONSTRUCT 6' WIDE
CONCRETE SIDEWALK PER
DETAIL 4-11 SHEET C4.9
CONTRACTOR TO PROVIDE 6" MIN.
SAND CUSHION BETWEEN UTILITIES.
'A' ROAD SE ROAD & STORM PROFILE
SCALE: H:1"=30', V:1"=5'
350
345
340
335
330
325
355
MATCHLINE SEE SHEET C4.0MATCH LINE 24+00SEE SHEET C4.2MATCH LINE 15+00SEE SHEET C4.0MATCHLINE SEE SHEET C4.2360
350
345
340
335
330
325
355
360
SEE SHEET C4.3
'A' ROAD SE 'A' ROAD SE'B' LOOP SE'B' LOOP SE'C' ROAD SESEE SHEET C4.5 SEE SHEET C4.4
54
55
117
118
104
105106
107 93
94
95 8081
CONSTRUCT ROADWAY PER DETAIL
LOCAL RESIDENTIAL STREET-56' ROW,
SEE SHEET C3.1
CB #21
CB #22
CB #9 CB #13
CB #36
CB #37
CB #12
CB #11
CB #10
CB #38 CB 39
29.5'09/16/2019
320
325
330
335
340
345
350
355
24+00348.21348.1624+50347.99347.7025+00347.30346.7825+50346.15345.4026+00344.54343.5626+50342.56341.6627+00341.12340.8627+50340.61340.3628+00340.11339.8628+50339.82340.2129+00340.82341.4229+50
8"Ø WATER MAIN
4"Ø SEWER MAIN
8"Ø WATER
M
A
I
N
4.00%
1.00%
2.42%
PVI: 341.29
PVI STA: 26+81.80
K: 16.66
50' VC
BVCS: 26+56.80BVCE: 342.29EVCS: 27+06.80EVCE: 341.04PVI: 339.61
PVI STA: 28+50.00
K: 14.64
50' VC
BVCS: 28+25.00BVCE: 339.86EVCS: 28+75.00EVCE: 340.21LOW PT: 28+39.62ELEV: 339.79325' VC
PVI: 350.38
PVI STA: 24+54.59
K: 54.16
EVCS: 26+17.09EVCE: 343.88HI PT: 24+00.40ELEV: 348.21GRADE BREAK STA: 29+49.71
ELEV: 342.02
END ROADWAY
FINISHED CL GRADE
EXISTING GRADE
STA: 26+30.67, 18.72 L
IE: 338.67 12" (N)
IE: 338.67 12" (S)
IE: 338.67 12" (E)
RIM: 342.96
CB #16, CB TYPE 1
STA: 25+29.16, 18.67 R
IE: 343.08 8" (W)
RIM: 346.31
CB #14, CB TYPE 1
37 LF 8" CPEP STORM @ 0.50%
STA: 25+29.16, 18.72 L
IE: 342.56 12" (N)
IE: 342.89 8" (E)
RIM: 346.30
CB #15, CB TYPE 1
102 LF
1
2
"
C
P
E
P
S
T
O
R
M
@
3
.
8
3
%
209 LF 12" CPEP S
T
O
R
M
@
1
.
4
4
%
STA: 28+39.64, 18.72 L
IE: 335.67 12" (W)
IE: 336.00 8" (E)
IE: 335.67 12" (S)
RIM: 339.41
CB #17, CB TYPE 1
37 LF 8" CPEP STORM @ 0.50%
STA: 28+39.64, 18.72 R
IE: 336.19 8" (W)
RIM: 339.41
CB #18, CB TYPE 1HI PT: 24+00.4090+00 91+00 91+57
26+00KILLION ROADS88° 16' 03"E
182.38'
345
342
343
344
346
343343343D
DD
90+0024+0025+00 26+00 27+00 28+00 29+00 29+50
S88° 16' 03"E182.38'N1° 43' 57"E
433.89'L=157.08'R=1
0
0
.0
0'Δ=90°
0
0
'
0
1
"34834034
0345 3413
4
1
341342343344346
3
4
7348
3
4
3 DD D DD
D342 343343344344325
330
335
340
345
350
355
360
325
330
335
340
345
350
355
360
90+00343.97343.4790+50343.05343.1291+00343.2791+50ROAD "E" STA 91+56.88=KILLION RD STA 70+76.02ELEV = 343.438"Ø WATER MAIN
4"Ø SEWER MAIN
-2.00%
0.60%GRADE BREAK STA = 90+00.00ELEV = 343.970GRADE BREAK STA = 91+00.79ELEV = 343.273PVI: 342.97
PVI STA: 90+50.00
K: 9.64
25' VC
BVCS: 90+37.50BVCE: 343.22EVCS: 90+62.50EVCE: 343.05LOW PT: 90+56.76ELEV: 343.03FINISHED
CL GRADE
EXISTING GRADE
STA: 89+81.28, 15.92 L
IE: 338.67 12" (N)
IE: 338.67 12" (S)
IE: 338.67 12" (E)
RIM: 342.96
CB #16, CB TYPE 1
75 LF 12"
CPEP STORM
@ 0.50%
STA: 90+56.76, 15.92 L
IE: 339.05 12" (W)
IE: 339.38 8" (S)
RIM: 342.71
CB #19, CB TYPE 1
32 LF 8" CPEP STORM @ 0.50%
STA: 90+56.76, 15.92 R
IE: 339.54 8" (N)
RIM: 342.71
CB #20, CB TYPE 1
'E' ROAD SE
'A' ROAD SE
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: July 6, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-ROAD.dwg
ROAD 'A' AND
ROAD 'E' PLAN
AND PROFILE
C4.2
9
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
'A' ROAD SE ROAD & STORM PROFILE
SCALE: H:1"=30', V:1"=5'
350
345
340
335
330
325
355
MATC
H
LI
N
E
2
4
+
0
0
SEE S
H
E
E
T
C4.1
MATCHLINE SEE SHEET C4.1SEE THIS SHEET109
8765432CONSTRUCT SIDEWALK RAMP
PER DETAIL 3B SEE SHT C4.10 34'56'56'37'29.5'STA 25+72.75
36' RT, R=25'
STA 90+36
42' LT, R=25'
STA 90+36
42' RT, R=25'
ROAD "A" STA 26+14.75=
ROAD "E" STA 90+00
ROAD "E" STA 90+00=
ROAD "A" STA 26+14.75
R
=
3
8
'
STA 28+46.25,
43.50' LT
R=25'
SEE THIS SHEET
SEE THIS SHEET
56'37'ROAD "E" STA 91+56.88=
KILLION RD STA 70+76.02
SEE SHEET C4.7 FOR
INTERSECTION GRADING
SEE SHEET C4.7 FOR
INTERSECTION GRADING
1R=50'TO ROWT
O
F
L
OW
L
I
N
E
STA 29+05,
19.5'LT
CONSTRUCT ROADWAY 'E' PER
NEIGHBORHOOD COLLECTOR-56' ROW.
SEE SHEET C3.1
STA 29+50
END 'A' RD
STA 90+36, 15'RT/LT
TRANSITION FROM CEMENT CONCRETE BARRIER
CURB AND GUTTER TO ROLLED CURB
2
2
CONSTRUCT
LANDSCAPE
ISLAND
STA 26+56.75
36' RT, R=25'176
77
78
6
7NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
'A' ROAD SE1
ROADWAY NOTES
2
CONTRACTOR TO PROVIDE 6"
MIN. SAND CUSHION BETWEEN
UTILITIES.
NOTE:
'E' ROAD SE ROAD & STORM PROFILE
SCALE: H:1"=30', V:1"=5'
360 73747576777879SEE SHEET C4.8
FOR TRACT ' B' STORM
'E' ROAD SECONSTRUCT ROADWAY PER DETAIL
LOCAL RESIDENTIAL STREET-56' ROW,
SEE SHEET C3.1
SEE SHEET C4.7 FOR
CUL-DE-SAC GRADING
CB #15
CB #14
CB #16
CB #17
CB #18
CB #47
CB #16
CB #19
CB #20
09/16/2019
320
325
330
335
340
345
350
355
360
8"Ø WATER MAIN
4"Ø SEWER MAIN
30+00336.14335.6430+50335.14334.8231+00334.94335.3431+50335.74336.1332+00336.53336.9332+50337.33337.7233+00338.12338.5233+50338.92339.3234+00339.71340.1134+50340.51340.9135+00341.31341.7035+50342.10342.4936+00342.77342.9036+50342.89342.7437+00342.57342.3937+50342.22342.0538+00341.87341.7038+50
CB#24
-2.00%
-0.70%
1.59%GRADE BREAK STA = 30+00.00ELEV = 336.140PVI: 334.59
PVI STA: 30+77.75
K: 13.92
50' VC
BVCS: 30+52.75BVCE: 335.09EVCS: 31+02.75EVCE: 334.98LOW PT: 30+80.59ELEV: 334.81PVI: 343.16
PVI STA: 36+16.23
K: 43.66
100' VC
BVCS: 35+66.23BVCE: 342.36EVCS: 36+66.23EVCE: 342.81HI PT: 36+35.71ELEV: 342.91FINISHED CL GRADE
EXISTING GRADE
100 LF 12" CPEP STORM
@
1
.
0
0
%
243 LF 12" CPEP STORM @ 0.40%
STA: 30+80.59, 18.72 L
IE: 330.99 12" (E)
RIM: 334.43
CB #21, CB TYPE 1
37 LF 12" CPEP STORM @ 0.50%
STA: 33+23.16, 17.89 R
IE: 329.83 12" (N)
IE: 334.52 8" (W)
IE: 329.83 12" (S)
RIM: 338.11
CB #23, 48" TYPE 2 CB 37 LF 8" CPEP STORM @ 1.00%
STA: 33+23.16, 18.72 L
IE: 334.89 8" (E)
RIM: 338.11
CB #24, CB TYPE 1
90 LF 12" CPEP STORM @ 0.40%
STA: 34+09.61, 17.89 L
IE: 329.47 12" (NW)
IE: 329.47 12" (S)
RIM: 339.48
CB #27, 48" TYPE 2 CBSTA: 30+80.59, 18.72 R
IE: 330.80 12" (S)
IE: 330.80 12" (N)
IE: 330.80 12" (W)
RIM: 334.43
CB #22, CB TYPE 1L
100 LF 12" CPEP STORM
@
1
.
0
0
%54+0054+2336+00 37+00 38+00S88° 17' 13"E
350.75'
342
30+00 31+00 32+00 33+00
3
4
+
0
0
35+0016+0017+0018+00N1° 43' 57"E
342.66'
L
=
15
7.0
5
'R=
1
0
0
.
0
0
'
Δ
=
8
9
°5
8
'
5
0
"
3
3
6
33633
7
33733833
8
33
9
3
3
5335
3403
3
6
3
3
7
3
3
8
339341DDDDD
DDD2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: July 6, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-ROAD.dwg
'B' LOOP PLAN
AND PROFILE
C4.3
10
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
'B' LOOP SE ROAD & STORM PROFILE
SCALE: H:1"=30', V:1"=5'MATCHLINE SEE SHEET C4.4NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
37'STA 35+80.72, 36'
RT, R=25'
STA 36+52.72,
36' RT, R=25'
STA 16+40.99,
36' LT, R=25'
STA 17+12.99
36' LT, R=25'
ROAD "B" STA 30+00=
ROAD "A" STA 16+76.99
ROAD "B" STA 36+16.23=
ROAD "C" STA 54+23.20
6160595857565554
118
117 116 115 114 113
11228293056'37'56'37'56'CONSTRUCT SIDEWALK RAMP
PER DETAIL 4B SEE SHT C4.10
37'
56'
SEE SHEET C4.6 FOR
INTERSECTION GRADING
CONSTRUCT
SIDEWALK
RAMP PER
DETAIL 4B SEE
SHT C4.10
MATCH LINE 35+50
SEE THIS SHEET MATCH LINE 35+50SEE THIS SHEETSEE SHEET C4.1
SEE SHEET C4.1
MATCH LINE 38+50SEE SHEET C4.4350
345
340
335
330
355
360
'B' LOOP SE
'B' LOOP SE
'C' ROAD SESEE SHEET C4.5
65 66 67
68 69 70 71
9899'A' ROAD SECONSTRUCT ROADWAY PER DETAIL
LOCAL RESIDENTIAL STREET-56' ROW,
SEE SHEET C3.1
SEE SHEET C4.6
FOR INTERSECTION
GRADING
CONSTRUCT ROADWAY PER DETAIL
LOCAL RESIDENTIAL STREET-56' ROW,
SEE SHEET C3.1
CONSTRUCT SIDEWALK RAMP
PER DETAIL 4B SEE SHT C4.10
CB #9
CB #21
CB #22
CB #24
CB #23
CB #27
CB #45
CB #44
325
320
SEE SHEET C4.8 FOR CONTINUATION
09/16/2019
320
325
330
335
340
345
350
355
360
38+50341.52341.3539+00341.17341.0039+50340.82340.6540+00340.62340.9040+50341.33341.7641+00342.19342.6141+50343.04343.4742+00343.90344.3342+50344.76345.1943+00345.611.71%
2.00%GRADE BREAK STA = 43+00.34ELEV = 345.620GRADE BREAK STA = 43+11.34ELEV = 345.840PVI: 340.47
PVI STA: 40+00.00
K: 20.72
50' VC
BVCS: 39+75.00BVCE: 340.65EVCS: 40+25.00EVCE: 340.90LOW PT: 39+89.48ELEV: 340.60FINISHED CL GRADE
EXISTING GRADE
STA: 39+09.51, 17.89 L
IE: 336.04 12" (NE)
IE: 336.04 12" (S)
RIM: 340.72
CB #32, 48" TYPE 2 CB
STA: 39+89.48, 18.72 R
IE: 336.46 12" (N)
IE: 336.46 12" (S)
IE: 336.81 8" (E)
RIM: 340.22
CB #35, CB TYPE 1
240 LF 12" CPEP S
T
O
R
M
@
1
.
5
9
%
37 LF 12" CPEP STORM @ 0.50%
STA: 42+29.34, 18.72 L
IE: 340.47 12" (W)
IE: 340.80 8" (S)
RIM: 344.02
CB #37, CB TYPE 1STA: 39+89.48, 18.72 L
IE: 337.00 8" (W)
RIM: 340.22
CB #35A, CB TYPE 1
37 LF 8" CPEP STORM @ 0.50%
85 LF 12" CPEP STORM @ 0.50%
STA: 42+29.28, 18.72 R
IE: 340.28 12" (E)
IE: 340.28 12" (N)
RIM: 343.98
CB #36, CB TYPE 1
101 LF 8" CPEP
S
T
O
R
M
@
1
.
8
1
%
STA: 22+46.46, 18.72 R
IE: 342.62 8" (N)
RIM: 345.84
CB #13, CB TYPE 139+0040+00 41+00 42+00 43+00
22+0023+00S1° 43' 57"W
348.28'L=157.11'R=100 .0 0 'Δ=90°01'10"3453443463473413
4
1
3
4
2
3
4
3D
DDDDDDD2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: July 6, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-ROAD.dwg
'B' LOOP PLAN
AND PROFILE
C4.4
11NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
'B' LOOP SE ROAD & STORM PROFILE
SCALE: H:1"=30', V:1"=5'
MATCH
L
I
N
E
3
8
+
5
0
SEE SH
E
E
T
C4.3
350
345
340
335
355
R=25'
STA 21+91.74, 36' LT
R=25'
STA 22+63.74, 36' LT
ROAD "B" STA 43+11.34=
ROAD "A" STA 22+27.74
56'37'CONSTRUCT SIDEWALK
RAMP PER DETAIL 4B
SEE SHT C4.10
NOTE:
CONTRACTOR TO PROVIDE 6"
MIN. SAND CUSHION BETWEEN
UTILITIES.
'B' LOOP SE
'A' ROAD SESEE SHEET C4.1
SEE SHEET C4.1
MATCHLINE SEE SHEET C4.3330
81828384858687
88 89 90 91 92 93
94
SEE SHEET C4.7 FOR
INTERSECTION GRADING
CB #32 CB #35
CB #37
CB #36
CB #13
325
320
360
SEE SHEET C4.8 FOR
CONTINUATION CB #35A
09/16/2019
325
330
335
340
345
350
355
360
325
330
335
340
345
350
355
360
50+00339.55339.0550+50338.69338.4451+00338.34338.5451+50338.88339.2352+00339.58339.9252+50340.27340.6253+00340.96341.3153+50341.65342.0054+00342.438"Ø WATER MAIN
4"Ø SEWER MAIN
-2.00%
-1.00%
1.39%
2.00%GRADE BREAK STA = 50+00.00ELEV = 339.550GRADE BREAK STA = 50+36.00ELEV = 338.830GRADE BREAK STA = 53+87.16ELEV = 342.169GRADE BREAK STA = 54+23.20ELEV = 342.890PVI: 338.19
PVI STA: 51+00.00
K: 20.97
50' VC
BVCS: 50+75.00BVCE: 338.44EVCS: 51+25.00EVCE: 338.54LOW PT: 50+95.95ELEV: 338.34EXISTING GRADE
FINISHED CL GRADE
115 LF 12" CPEP STORM @ 0.50%
STA: 50+95.95, 18.72 R
IE: 334.88 8" (W)
RIM: 337.96
CB #39, CB TYPE 1
STA: 50+95.95, 18.72 L
IE: 334.69 8" (E)
IE: 334.36 12" (S)
RIM: 337.96
CB #38, CB TYPE 1 37 LF 8" CPEP STORM @ 0.50%
50+00 51+00 52+00 53+00 54+00 54+23 36+0037+0019+0020+00S88° 16' 03"E812.75'S88° 17' 13"E350.75'N1° 43' 57"E
423.20'34033833934133
9339D
DDD
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: July 6, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-ROAD.dwg
'C' ROAD
PLAN AND
PROFILE
C4.5
12
'C' ROAD SE ROAD & STORM PROFILE
SCALE: H:1"=30', V:1"=5'NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
SEE SHEET C4.122'37'56'R=25'
STA 35+72.72, 43.50' RT
R=25'
STA 36+52.22, 36'
RT
R=25'
STA 18+76.99, 36' LT
R=25'
STA 19+48.99, 36' LT
ROAD "C" STA 50+00=
ROAD "A" STA 19+12.99
ROAD "C" STA 54+23.20=
ROAD "B" STA 36+16.23
37'56'CONSTRUCT SIDEWALK
RAMP PER DETAIL 4B
SEE SHT C4.10
CONSTRUCT SIDEWALK RAMP
PER DETAIL 4B SEE SHT C4.10
NOTE:
CONTRACTOR TO PROVIDE 6"
MIN. SAND CUSHION BETWEEN
UTILITIES.'A' ROAD SESEE SHEET C4.1
SEE SHEET C4.1
SEE SHEET C4.1 'B' LOOP SE'C' ROAD SE
99100101102103104105
106
107 108 109 110
111
SEE SHEET C4.7 FOR
INTERSECTION GRADING
SEE SHEET C4.6 FOR
INTERSECTION GRADING
CB #10
CB #38
CB #39
09/16/2019
'A' ROAD SE2%
2%
2%
2%2%9+5510+0011+00FG: 335.95FG: 335.95
FG: 336.38
FG: 335.66
FG: 335.41
FG: 334.87
FG: 334.53
FG: 334.66
FG: 335.16
FG: 335.36
FG: 335.30
FG: 335.73
FG: 335.83
FG: 336.21
FG: 336.64
FG: 336.21'B' LOOP SE'A' ROAD SEFG: 338.49 FG: 337.60 FG: 336.80
FG: 335.14
FG: 338.93 FG: 338.03
FG: 337.23
FG: 338.50
FG: 337.74 FG: 336.95
FG: 334.74
FG: 335.02
FG: 335.42
FG: 334.38
FG: 334.81
FG: 334.38
FG: 335.14
FG: 334.74
FG: 336.04
FG: 335.59
FG: 336.51
FG: 335.39
FG: 335.34
FG: 335.44
FG: 335.24
FG: 335.55 FG: 335.98
FG: 335.98 FG: 336.41
FG: 335.69
FG: 335.99
FG: 335.82
FG: 335.5416+00 17+00
30+0031+00FG: 335.70
FG: 336.14
'C' ROAD SE'B' LOOP SE
36+00 37+00
54+0054+23FG: 341.46 FG: 341.83 FG: 342.13
FG: 341.89
FG: 342.56FG: 342.26
FG: 341.98 FG: 342.34
FG: 341.90
FG: 341.47
FG: 341.15
FG: 341.61
FG: 341.89
FG: 341.57
FG: 341.20
FG: 341.61
FG: 342.17
FG: 341.89
FG: 342.11
FG: 342.00
FG: 342.23
FG: 342.24
FG: 342.42
FG: 342.06
FG: 342.45 FG: 342.33
FG: 342.88 FG: 342.76
FG: 342.60 FG: 342.48
FG: 342.60
FG: 342.17FG: 342.44
FG: 342.89'D' ROAD SEMOUNTAIN VIEW ROAD SE
'A' ROAD SE
STA 80+50.99, 0'RT
BEGINNING OF ISLAND
STA 81+15.35, 0'RT
END OF ISLAND
R=25'
R=20'R=20'
R=25'
FG: 344.23
FG: 343.14
FG: 343.98
FG: 342.62
FG: 342.88
FG: 343.40
FG: 342.96
FG: 342.61
FG: 343.86
FG: 343.07
FG: 343.31
FG: 342.84
FG: 343.68 FG: 343.55
FG: 340.58
FG: 341.46
FG: 340.84
FG: 341.79FG: 342.08 FG: 340.54
FG: 341.89
FG: 341.61
FG: 342.22
FG: 341.94FG: 342.52
FG: 342.09
FG: 341.35
FG: 341.10
FG: 340.92
FG: 340.58
FG: 340.31
FG: 339.77
FG: 340.04
FG: 339.76
FG: 340.96
FG: 340.98
FG: 339.34
FG: 339.49
FG: 338.76 FG: 338.18
FG: 339.19 FG: 338.61
FG: 338.90
FG: 338.18
311+00 312+00
80+0081+0012+0013+00
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
DATE: July 6, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-ROAD-INTX.dwg
INTERSECTION
PLANS
C4.6
13
N
N
NN 09/16/2019
'B' LOOP SE'A' ROAD SE
22+00 23+0042+0043+00FG: 344.85
FG: 344.56
FG: 344.03 FG: 344.45
FG: 344.03
FG: 344.56
FG: 345.05
FG: 344.98
FG: 344.95
FG: 344.84
FG: 345.19
FG: 346.28
FG: 345.59
FG: 345.50
FG: 346.16
FG: 344.91
FG: 344.91
FG: 345.41
FG: 345.84
FG: 344.44
FG: 343.84
FG: 343.83 FG: 344.29
FG: 344.72FG: 344.26 FG: 345.12
FG: 344.69
FG: 346.56
FG: 346.13
FG: 346.68
FG: 346.98
FG: 346.96 FG: 347.40
FG: 346.97
FG: 346.53
'A' ROAD SE2%2%
2%
2%2.4%2.4%28+0029+0029+50FG: 341.59 FG: 342.02 FG: 341.59
FG: 340.94
FG: 340.01
FG: 341.52
FG: 341.40
FG: 339.37
FG: 339.51FG: 339.94FG: 339.61
FG: 340.49
FG: 340.99
FG: 341.66
FG: 341.70
FG: 339.99 FG: 340.32 FG: 339.89
FG: 339.67FG: 340.10FG: 339.77
FG: 340.34 FG: 340.67 FG: 340.24
FG: 340.74 FG: 341.07 FG: 340.63
FG: 341.11 FG: 341.44 FG: 341.01
FG: 341.39 FG: 341.72 FG: 341.29
FG: 339.60
FG: 339.41 FG: 339.41
'A' ROAD SE'C' ROAD SE18+00 19+00 20+00
50+0051+00FG: 338.83
FG: 338.40
FG: 339.05
FG: 338.80
FG: 338.80
FG: 338.55
FG: 338.55
FG: 339.84
FG: 339.27
FG: 338.91
FG: 339.63
FG: 339.33
FG: 338.83 FG: 338.55
FG: 338.00FG: 337.54
FG: 337.97 FG: 338.43
FG: 337.55
FG: 338.15
FG: 339.12
FG: 339.55
FG: 340.27
FG: 340.24 FG: 340.70
FG: 340.67
FG: 341.13
FG: 340.38
FG: 340.78
FG: 339.99
FG: 338.35
FG: 337.98
FG: 338.40
FG: 338.63
FG: 338.35
FG: 337.98
STA 90+36, 0'RT
END OF ISLAND STA 90+99.87, 0'RT
BEGINNING OF ISLAND
R=25'
R=20'R=20'
R=25''E' ROAD SE'A' ROAD SE
25+00 26+00 27+00
90+0091+00FG: 345.64 FG: 345.04FG: 346.24
FG: 346.67
FG: 346.25
FG: 346.07
FG: 345.79
FG: 345.47
FG: 345.19
FG: 343.54
FG: 343.97
FG: 343.75
FG: 342.91
FG: 342.91
FG: 341.86
FG: 344.06 FG: 342.47
FG: 342.71
FG: 342.24FG: 344.63
FG: 343.50
FG: 343.25
FG: 342.29
FG: 341.18 FG: 340.69
FG: 341.61
FG: 341.13FG: 342.01 FG: 341.33
FG: 340.70
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
DATE: July 6, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-ROAD-INTX.dwg
INTERSECTION
PLANS
C4.7
14
N
N
NN 09/16/2019
335340336
337
338339341341 335
340
336 337 338 339 341 342
D
D
D D
D
D
DD
D
D D 34034160'
140'
15'3363373383393413
4
2 3423
4
3 34334
4 344D D D DD
DD
DD
58.5'
78'
45'
48.95'
19.73'
26.7'
10'
340
339
341 342 343
4'
ELEV=330.79
ELEV=334.79
PL
MIN 3'
OVERLAP
330
335
340
345
330
335
340
345
342.190+50342.47342.901+00343.19342.971+50342.71341.28PL
EXISTING GRADE
FINISHED GRADE
78'48.95'47.77'0.1'
1 1/2"-2" WASHED DRAIN ROCK
140W MARAFI
FILTER FABRIC
INSTALL 12" CPEP
STORM PIPE
COMPACT FILL
OVER BASIN
TO 90% MODIFIED
PROCTOR
CONSTRUCT 45'x78'
ROCK GALLERY PER
DETAIL
4'
ELEV=328.10
PL
140W MARAFI
FILTER FABRIC
MIN 3'
OVERLAP
ELEV=324.10
322
325
330
335
340
322
325
330
335
340
334.820+50335.17336.031+00336.78337.531+50338.28339.032+00339.81341.39FINISHED GRADE
EXISTING GRADE
CONSTRUCT 60'x140'
ROCK GALLERY PER
DETAIL
1 1/2"-2" WASHED
DRAIN ROCKINSTALL 12" CPEP
STORM PIPE
15'140'
10'
PL
COMPACT FILL OVER BASIN
TO 90% MODIFIED PROCTOR
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
A A
B B
WEST STORM NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
EAST STORM NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
18
19
20
14
21
22
15
WEST DRAINAGE BASIN EAST DRAINAGE BASIN
CB#1
23
CB#43
CB#44 CB#45
CB#46
CB#47A
CB#44
TYPE 2 48"Ø CB W/
FRAME AND GRATE
RIM= 339.70
IE= 329.01 (N,E,W)
5 LF 12" CPEP STORM PIPE
S= 2.00%
13 LF 12" CPEP STORM PIPE
S= 1.00%
STORMWATER INFILTRATION
BASIN CLEANOUT
PER DETAIL ON SHEET C4.11
RIM= 335.69
IE= 325.94 (E)
BAYFILTER MODEL BF 5-10-5
DETAIL ON SHEET C4.12
RIM= 337.92
IE= 328.90 (S)
IE= 326.07 (N)
72 LF 12" PERFORATED
CPEP STORM PIPE S= 0.0%
68 LF 12" PERFORATED
CPEP STORM PIPE S= 0.0%
STORMWATER INFILTRATION
BASIN CLEANOUT
PER DETAIL ON SHEET C4.11
RIM= 339.93
IE= 325.89 (W)
20 LF 12" PERFORATED
CPEP STORM PIPE S= 0.0%
STORMWATER INFILTRATION
BASIN CLEANOUT
PER DETAIL ON SHEET C4.11
RIM= 339.88
IE= 325.94 (W)
68 LF 12" PERFORATED
CPEP STORM PIPE S= 0.0%
72 LF 12" PERFORATED
CPEP STORM PIPE S= 0.0%
STORMWATER INFILTRATION
BASIN CLEANOUT
PER DETAIL ON SHEET C4.11
RIM= 337.67
IE= 325.94 (E)
87 LF 12" PVC STORM PIPE
S= 0.5%
CB#47
TYPE 2 48"Ø W/
FRAME AND GRATE
RIM= 341.77
IE= 335.23 (W,E,N)
124 LF 12" ADS N-12
STORM PIPE
S= 0.51%
24 LF 12" ADS N-12
STORM PIPE S= 0.5%
3 LF 12" ADS N-12
STORM PIPE S= 1.0%
14 LF 12" CPEP STORM PIPE
S= 0.72%
STORMWATER INFILTRATION
BASIN CLEANOUT
PER DETAIL ON SHEET C4.11
RIM= 342.31
IE= 332.20 (E)
23 LF 12" PERFORATED CPEP
STORM PIPE S= 0.0%
78 LF 12" PERFORATED
CPEP STORM PIPE S= 0.0%
STORMWATER INFILTRATION
BASIN CLEANOUT
PER DETAIL ON SHEET C4.11
RIM= 342.69
IE= 332.20 (E)
SECTION B-B
SCALE: H:1"=20', V:1"=2'SECTION A-A
SCALE: H:1"=20', V:1"=2'
SEE SHEET C4.0 FOR
CONTINUATION
SEE SHEET C4.4 FOR CONTINUATION
SEE SHEET C4.2 FOR CONTINUATION
SEE SHEET C4.3 FOR CONTINUATION
1
2
3
4
5
6
78
12
10
1925
24
26
27
28
11
18
20
21
CB#44C
CB#44B
CB#44A
10'
10'
21'
CONSTRUCT 60'x140' ROCK
GALLERY PER DETAIL
CB#44C
TYPE 2 48"Ø CB W/
FRAME AND GRATE
RIM= 337.84
IE= 325.94 (S,E,W)
9
20 LF 12" PERFORATED
CPEP STORM PIPE S= 0.0%
CB#47B
TYPE 2 48"Ø CB W/
FRAME AND GRATE
RIM= 343.26
IE= 332.20 (S,W)
13
STORMWATER INFILTRATION
BASIN CLEANOUT
PER DETAIL ON SHEET C4.11
RIM= 335.72
IE= 325.94 (E)
14
72 LF 12" PERFORATED
CPEP STORM PIPE S= 0.0%
15
CB#44A
TYPE 2 48"Ø CB W/
FRAME AND GRATE
RIM= 337.90
IE= 325.94 (N,S,E,W)
16
68 LF 12" PERFORATED
CPEP STORM PIPE S= 0.0%
17
STORMWATER INFILTRATION
BASIN CLEANOUT
PER DETAIL ON SHEET C4.11
RIM= 339.98
IE= 325.94 (W)
22
23
REFER TO ROAD 'A'
PROFILE SHEET C4.02426
99 LF 12" ADS N-12
STORM PIPE
S= 2.26%
25
CB#43
TYPE 1
RIM= 336.24
IE= 331.25 (N,E)
28
27 CB#45
TYPE 2 48"Ø CB
W/ FRAME AND GRATE
RIM= 340.82
IE= 329.24 (W,SE)
58 LF 12" ADS N-12
STORM PIPE
S= 0.4%
56 LF 12" ADS N-12
STORM PIPE
S= 0.4%
22
23
1
11
13
5
7
17
3
9
15
2 10 14 4 8 16
1
2
3
4
5
6
7
8
9
10
14
11
12
13
15
CB#47B
CB#47
CONSTRUCT 45'x78' ROCK
GALLERY PER DETAIL
78 LF 12" PERFORATED
CPEP STORM PIPE S= 0.0%
CB#47A
TYPE 2 48"Ø CB W/
FRAME AND GRATE
RIM= 342.59
IE= 332.20 (S,N,W)
CB#46
TYPE 2 48"Ø CB W/
FRAME AND GRATE
RIM= 341.37
IE= 335.92 (SW,E)
DATE: July 2, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-PONDS.dwg
DRAINAGE PONDS
DETAILS
C4.8
15
CB#44B
TYPE 2 48"Ø CB W/
FRAME AND GRATE
RIM= 339.87
IE= 325.94 (N,E,S,W)
BAYFILTER MODEL BF 5-7-2
DETAIL ON SHEET C4.12
RIM= 342.04
IE= 332.27 (N)
IE= 335.20 (S)
34 LF 12" ADS N-12
STORM PIPE
S= 0.50%
1
5
3
7
09/16/2019
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: June 12, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-ROAD-DETL.dwg
ROAD NOTES AND
DETAILS
C4.9
16
1.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM
STANDARD, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE
WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL
BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL. NO WORK SHALL
COMMERCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE.
3.ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER
VERTICAL AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR
SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK.
4.WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A
NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS-1 IN
ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE
FEATHERED BACK OVER EXISTING TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION
AND THE JOINT SEALED WITH GRADE AR-4000W PAVING ASPHALT.
5.COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE
STANDARD SPECIFICATIONS.
6.SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND
FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING
CONCRETE.
7.CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO
ACCEPTANCE OF WORK.
8.THE CONTRACTOR/ DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING.
PL
5' MIN
FROM PL
DRIVEWAY PORTION OF
SIDEWALK TO BE 6" THICK
6'
20' MAX.
5' SIDEWALK
BACK OF
CURB
6" THICK
CONCRETE
DRIVEWAY
NOT TO SCALE
NOTE:
DRIVEWAY LOCATIONS TO BE IDENTIFIED BY THE
CONTRACTOR PRIOR TO POURING THE SIDEWALKS
OR ALL SIDEWALKS SHOULD BE 6" THICK.
NOT TO SCALE
5' WIDE SIDEWALK PLANTER STRIP
AS REQUIRED
2%2%
2%
4" CONCRETE
GENERAL NOTES:
1.FOR JOINTS AND SCORING, SEE
STANDARD FOR SIDEWALK 4-11.
2.CONCRETE DRIVEWAYS REQUIRE A
MINIMUM DEPTH OF 6".
CEMENT CONCRETE
ROLLED CURB AND GUTTER
09/16/2019
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: June 12, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-ROAD-DETL.dwg
ROAD NOTES AND
DETAILS
C4.10
17
RAMP
3/16"B
A
BA
A
B
C
D
MIN.MAX.
1 5/8"2 3/8"
5/8"C
D
7/16"
7/8"1 7/16"
3/4"
1 1/2"
DETECTABLE WARNING PATTERN DETAIL
PLAN
ELEVATION
DETECTABLE WARNING
PATTERN AREA SHALL BE
YELLOW, IN COMPLIANCE
WITH STD. SPEC. 8-14.3(3)
TRUNCATED DOMES
NOT TO SCALE
OPENINGSEE CONTRACT FOR
CURB RETURN RADIUS
5' - 0"6' - 0"
F
G
RADIUS POINT OF
SIDEWALK RAMP
AND CURB RETURN
MIN.
CEMENT CONCRETE
PEDESTRIAN CURB
5' -
0
"
M
I
N
.
2'
-
0
"
SIDEWALK RAMP WSDOT TYPE 3B
E
CONSTRUCT CEMENT
CONCRETE SIDEWALK RAMP
CURB, OR CURB
AND GUTTER
RAMP CENTERLINE
SIDEWALK
PLANTER STRIP
NOT TO SCALE
2' - 0"4"-2%
SECTION4"-2%6"SECTION
6' - 0" MIN.6"4"VARIES ~
0 TO 6"
5' - 0" RAMP
6"6" (TYP.)
SECTION
E
F
G
TOP OF
ROADWAY
TOP OF
ROADWAY
5' - 0" MIN.
5' - 0" MIN.6' - 0" MIN.
RAMP
BUFFER
STRIP
CEMENT CONCRETE
PEDESTRIAN CURB (TYP.)
(SEE WSDOT STD. PLAN F-1)
CEMENT CONCRETE
PEDESTRIAN CURB
(SEE WSDOT STD. PLAN F-1)
CEMENT CONCRETE
SIDEWALK
CEMENT CONCRETE
CURB & GUTTER
(SEE NOTE)
CEMENT
CONCRETE
SIDEWALK
16.69'
A
5' - 0"6' - 0"
RAMP
C
LANDING
1.70'
DISTANCE FROM P.C.
B
RADIUS POINT OF
CURB RETURN
5' - 0"RA
D
I
U
S
SE
E
C
O
N
T
R
A
C
T
(AT
C
U
R
B
F
A
C
E
)
SECTION
2' - 0"
6' - 0"
RAMP
4"4"6"
LANDING
B6"4"-2%WW5' - 0"
SECTION A
SECTION C
VARIES
0 TO 6"
5' - 0" RAMP
4"DETECTABLE WARNING PATTERN
(SEE DETAIL THIS SHEET)
TOP OF
ROADWAY
TOP OF
ROADWAY
TOP OF
ROADWAY
DEPRESSED
CURB & GUTTER
(SEE NOTE)
3/8" EXPANSION JOINT
(SEE WSDOT STD. PLAN F-3)
3/8" EXPANSION JOINT
(SEE WDOT STD. PLAN F-3)
BUFFER STRIP
BUFFER
STRIP
BUFFER STRIP
VARIES 0 TO W
CEMENT CONCRETE
PEDESTRIAN CURB
(SEE WSDOT STD. PLAN F-1)
CEMENT CONCRETE
CURB & GUTTER
(SEE NOTE)
CEMENT CONCRETE
CURB & GUTTER
(SEE NOTE)CEMENT CONCRETE
PEDESTRIAN CURB
CEMENT
CONCRETE
SIDEWALK
CEMENT
CONCRETE
SIDEWALK
MINOR STREETCURB, OR CURB
AND GUTTER
`cCROSSWALKDETECTABLE WARNING
PATTERN (SEE DETAIL THIS SHEET)
CEMENT CONCRETE
SIDEWALK RAMP TYPE 4BSIDEWALK
MAJOR STREET
SIDEWALK RAMP WSDOT TYPE 4B
NOT TO SCALE
4"B
OPE
NI
N
G
5' - 0" MIN.
3'-0" MIN. RAMP
5' - 0" MIN.
C
SIDEWALK RAMP TYPE 3A
SEE
CONTRACT
FOR
CURB
RETURN
RADIUS
LANDING
SECTION C
RAMP3"2' - 0"
LANDING
3"RAMP
3"4"-2%
BSECTION
RAMP 3"4"-2%6"SECTION A
SIDEWALK
RADIUS POINT OF SIDEWALK RAMP
AND CURB RETURN
TOP OF
ROADWAY
TOP OF
ROADWAY
5' - 0" MIN.3' - 0" MIN.
5' - 0" MIN.3' - 0" MIN.
DETECTABLE WARNING PATTERN
(SEE DETAIL THIS SHEET)
3' - 0" MIN.3' - 0" MIN.5' - 0" MIN.
BUFFER
STRIP
3/8" EXPANSION JOINT
(TYP.) (SEE STD. PLAN F-3)
3/8" EXPANSION
JOINT (TYP.)
(SEE WSDOT STD.
PLAN F-3)
DEPRESSED
CURB & GUTTER
(SEE NOTE)
CEMENT CONCRETE
PEDESTRIAN CURB
DETECTABLE WARNING
PATTERN (SEE DETAIL
THIS SHEET)
CEMENT CONCRETE
PEDESTRIAN CURB
(SEE WSDOT STD. PLAN F-1)
CEMENT CONCRETE
CURB & GUTTER
(SEE NOTE)
5' - 0" MIN.
2'
-
0
"
CEMENT
CONCRETE
SIDEWALK
CL
CROSSWALK CROSSWALKCLPLAN VIEW
LAYOUT 1
RAMP CENTERLINE
SIDEWALK
CEMENT CONCRETE
PEDESTRIAN CURB
A
CEMENT CONCRETE
SIDEWALK RAMP TYPE 3A
CURB, OR CURB
AND GUTTER
SIDEWALK RAMP WSDOT TYPE 3A
NOT TO SCALE
4-10
0.17' CRUSHED
SURFACING
TOP COURSE
PUBLIC WORKS DIRECTOR DATE
APPROVED
CITY OF YELM STANDARDS.
AND MUNICIPAL CONSTRUCTION AS AMENDED BY
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE
ATION SHALL BE IN CONFORMANCE WITH THE
ALL MATERIALS, WORKMANSHIP, AND INSTALL-
NOTES:
1.
OR MATCH EXISTING PLUS 0.08',
WHICHEVER IS GREATER.
1' MIN.
TYP.
10/3/94
RESTORATION DETAIL
TRENCH-PAVEMENT
DWG. NO.
DES. DWN. CKD. DATE
DEPT. OF PUBLIC WORKS
CITY OF YELM
SAW CUT EXISTING PAVEMENT.
2-03.3(14)C METHOD C
COMPACTED PER.
SEE STANDARD PLAN A-1
TRENCH BACKFILL
EXISTING
PAVEMENT
S-C S-C
RIGID
TOP COURSE
SURFACING
0.17' CRUSHED
MINIMUM 0.75' CEMENT CONC. PVMT.
PLUS 0.08', WHICHEVER IS GREATER
APPLIED IN MAXIMUM 0.17' LIFTS
MINIMUM 0.25' CLASS 'B' A.C.P.
(COMPACTED DEPTH) OR EXISTING
TYP.
1' MIN.
TRANSVERSE CONSTRUCTION JOINT.
USING PAVING ASPHALT AR4000W.
TO EDGES OF EXISTING PAVEMENT.
2-03.3(14)C METHOD B
COMPACTED PER.
PAVEMENT
SAW CUT EXISTING PAVEMENT.
FLEXIBLE
ALL JOINTS SHALL BE SEALED
CSS-1 TACK SHALL BE APPLIED
EMULSIFIED ASPHALT GRADE
TRENCH BACKFILL
EXISTING
S-C
CURB & GUTTER IS SHOWN, SEE THE CONTRACT PLANS
FOR THE CURB DESIGN SPECIFIED. SEE DETAIL 4-13 ON
SHEET C4.9 FOR CURB DETAILS.
NOTE:
NOTE:
PLANTER STRIP
CURB & GUTTER IS SHOWN, SEE THE CONTRACT PLANS
FOR THE CURB DESIGN SPECIFIED. SEE DETAIL 4-13 ON
SHEET C4.9 FOR CURB DETAILS.
DEPRESSED
CURB & GUTTER
(SEE NOTE)
DETECTABLE WARNING
PATTERN (SEE DETAIL THIS SHEET)
NOTE:
CURB & GUTTER IS SHOWN, SEE THE CONTRACT PLANS
FOR THE CURB DESIGN SPECIFIED. SEE DETAIL 4-13 ON
SHEET C4.9 FOR CURB DETAILS.
PLAN VIEW
PLAN VIEW
0.67' GRAVEL
BASE
COMPACTED TO
95%
OF MAXIMUM
DENSITY
PER. 2-03.3(14)D
0.67' GRAVEL
BASE
COMPACTED TO
95%
OF MAXIMUM
DENSITY
PER. 2-03.3(14)D
DETECTABLE WARNING PATTERN
(SEE DETAIL THIS SHEET)
09/16/2019
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: July 6, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-STRM-DETL.dwg
STORM DRAINAGE
NOTES AND
DETAILS
C4.11
18
5"
TOP OF THE BASE)
(MEASUREMENT AT THE
PRECAST BASE SECTION
CATCH BASIN TYPE 1
NOT TO SCALE
#3 BAR EACH WAY
26"
MIN
#3 BAR EACH SIDE
#3 BAR EACH CORNER
2 - #3 BAR HOOP
4"
5"
MI
N
3"
4"
17"
20"
44"
4"
MIN MI
N
4"
4"
22
"
12"
12" RISER SECTION
6" RISER SECTION
PLAN FOR DETAILS)
SPECIFIED (SEE STANDARD
FRAME AND GRATE AS
DRAINAGE AND GRADING NOTES
1 - #3 BAR HOOP
34"
5"
34"
20
"
24"
5"
24"
5"
30
"
20
"
5"
6"
5"5"
30
"
ROOF
DRYWELL
POSSIBLE ALIGNMENTS
PLAN VIEW
NOT TO SCALE
ROOF DRAIN
4" PERFORATED PIPE DRY WELL
NOT TO SCALE
PROFILE VIEW
6" MIN.
2'-0" MIN.
ROOF DRAIN
LEVEL
LEVEL
A
A
4" PERFORATED PIPE
(CPEP SINGLE
WALL ACCEPTABLE)
4'2' MIN.
ROOF
STRUCTURE
COMPACT BACKFILL6" MIN.
FILTER FABRIC ON TOP 5'
4" PERFORATED PIPE
WASHED ROCK `R" - 1`2"
SECTION A-A
NOT TO SCALE
ROOF DOWNSPOUT SYSTEM (DRYWELL)
NOT TO SCALE
6" MIN.2.5'INSTALL:
4"Ø ADS DRAIN PIPE
INSTALL:
(TYPICAL)
FOOTING
CAP AT END
INSTALL:
12" MIN. BETWEEN BOTTOM
OF FOOTING AND TOP OF
ROCK IN DRYWELL
4"Ø-90° BEND
8"
NOTE:
#4 @ 7" O.C. EACH WAY TOP
TONING WIRE
6"
THREADED PLUG
4"Ø PVC PIPE WITH
CONCRETE
BLOCK
NOT TO SCALE
4" NIPPLE
12" PVC
FLEX
COUPLING
-2%
CL PROFILE
GRADE
2%
NOT TO SCALE
CONSTRUCTION CL
OFFSET FROM CONSTRUCTION CL
NOT TO SCALE
CEMENT CONCRETE
ROLLED CURB
AND GUTTER
TYPE I CB W/
FRAME AND OFCOBACK OF CURBCENTER OF
GRATE/STRUCTURE
TO CL OF STRUCTURE/GRATE
FLOW LINE
OF CURB 1.0'
0.78'
SM-44 GRATE
-2%
CL PROFILE
GRADE
CEMENT CONCRETE
CURB AND GUTTER
OFFSET FROM CONSTRUCTION CL
TO CL STRUCTURE/GRATE
2%CL GRATEFLOW LINETYPE I CB W/
FRAME AND GRATE
FLOW LINE
OF CURB
CENTER OF
GRATE/STRUCTURE
1.08'
CONSTRUCTION CL
8" PVC PIPE ASTM
D - 3034 (WHITE)
NOTES:
1.CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH
ASTM C 478 (AASHTO M 199) AND ASTM C 890, UNLESS
OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD
SPECIFICATIONS.
2.AS AN ACCEPTABLE ALTERNATE TO REBAR, WELDED WIRE
FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES
PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY
TO ASTM A 497 (AASHTO M 221). WIRE FABRIC SHALL NOT
BE PLACED IN THE KNOCKOUTS.
3.THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED.
4.PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR
KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2 INCHES MINIMUM. KNOCKOUTS MAY BE ON ALL 4 SIDES
EITHER ROUND OR "D" SHAPE. PIPE TO BE INSTALLED IN
FACTORY SUPPLIED KNOCKOUTS. KNOCKOUT OR CUTOUT
HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CATCH
BASIN WALL THICKNESS (20 INCHES MAXIMUM).
5.THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE
INVERT IS 5 FEET.
6.THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION
AND RISER SECTION SHALL NOT EXCEED 0.5 INCHES PER FOOT.
7.FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN
OR CAST INTO RISER.
1.COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS BY CITY
OF YELM OR OTHER GOVERNING AUTHORITY OR AGENCY.
2.IN AREAS UNDER STRUCTURES, PAVING SECTIONS AND SIDEWALKS,
STRIP ALL TOPSOIL AND ORGANIC MATERIAL. FOR STRUCTURAL FILL IN
AREAS UNDER FOOTINGS AND SLABS ON GRADE, ALL SOILS SHALL BE
COMPACTED TO A MINIMUM DENSITY OF 90% OF ASTM D-1557 OR 95% OF
UBC 70-1. THIS INCLUDES PROOF-ROLLING NATIVE SOILS EXPOSED IN
THE BOTTOM OF THE EXCAVATION PRIOR TO PLACEMENT OF FILL.
MATERIALS UNDER THE PAVING SECTION SHALL ALSO BE COMPACTED
TO THE MINIMUM DENSITY BY PROOF-ROLLING PRIOR TO PLACEMENT OF
THE PAVING SECTION; THIS INCLUDES PROOF-ROLLING IN-PLACE SOILS,
SOILS THAT HAVE BEEN DISTURBED DURING CONSTRUCTION AND ALL
STRUCTURAL FILL MATERIALS.
3.FOR IMPORTED STRUCTURAL FILL A CLEAN, SIX-INCH MINUS, WELL
GRADED GRAVEL OR GRAVELLY SAND (CLASSIFYING AS GW OR SW AS
DETERMINED BY ANSI/ASTM TEST METHOD D-2487) SHALL BE USED. NO
MORE THAN 7% BY WEIGHT SHALL PASS THE #200 SCREEN AS TESTED
BY ANSI/ASTM D-1140 TEST PROCEDURE. OTHER MATERIAL MAY BE
SUBSTITUTED WITH PRIOR APPROVAL BY A GEOTECHNICAL
CONSULTANT FOR USE.
4.ALL FILL SHALL BE PLACED IN UNIFORM HORIZONTAL LIFTS OF SIX TO
EIGHT INCHES LOOSE THICKNESS, CONDITIONED TO THE OPTIMUM
MOISTURE CONTENT, AND COMPACTED TO THE SPECIFIED MINIMUM
DENSITY BEFORE PLACING THE NEXT LIFT. ALL UTILITY TRENCH
BACKFILL SHALL BE COMPACTED AS SPECIFIED ABOVE.
STORMFILTER INFILTRATION BASIN
CLEANOUT DETAIL
CURB AND GUTTER
CATCH BASIN OFFSET DETAIL
ROLLED CURB AND GUTTER
CATCH BASIN OFFSET DETAIL
THE 4" VALVE MAY BE BELL x BELL
AT THE CONTRACTORS OPTION
4"Ø SCH 80 PVC PIPE FROM
VALVE W/SOLVENT WELD JOINTS
NOTE: FOR TYPE 2 48"
MANHOLES FLOWLINE IS AT
THE SAME LOCATION AS
FOR TYPE 1 CATCH BASINS.
CENTER OF STRUCTURE IS
1.61' FROM BACK OF CURB.
NOTE: FOR TYPE 2 48"
MANHOLES, FLOWLINE IS
AT THE SAME LOCATION AS
FOR TYPE 1 CATCH BASINS.
CENTER OF STRUCTURE IS
1.92' FROM FACE OF CURB.
09/16/2019
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: July 6, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-STRM-DETL.dwg
BAYFILTER DETAILS
C4.12
19
09/16/2019
81+009+55 10+00 11+00 12+00 13+00 14+00 15+00S1° 43' 57"W
433.54'
Δ=89°59'59"
R=100.00'
L=157.08'
S88° 16' 03"E
205.10'56'37'29.5'DDDDDD80+00 81+00 12+0013+00S1° 43' 57"W433.54'S88° 16' 03"E
205.10'311+00312+0029.5'DD
DD325
330
335
340
345
350
355
360
9+50 335.9810+00335.73335.9810+50336.48336.9811+00337.48337.9811+50338.49339.1012+00339.82340.5612+50341.21341.7513+00342.19342.5113+50342.73342.8314+00342.83342.7114+50342.49342.1515+00341.718"Ø WATER
M
A
I
N
42" MIN
COVER
8"Ø WATER MAIN
3
2
1 6 7 8
4"Ø SEWE
R
M
A
I
N
1
2
3 4 5 6
60" MIN
COVER5
4"Ø SEWER MAIN
EXISTING GRADE
FINISHED CL GRADE
12"Ø STORM DRAIN
325
330
335
340
345
350
355
360
325
330
335
340
345
350
355
360
79+50 80+00 343.8180+50343.11342.3281+00341.53340.7781+50340.8882+00
42" MIN
COVER
60" MIN
COVER
9
10
3
3
8
7
8" WA
T
E
R
M
A
I
N
4"SE
W
E
R
M
A
I
N
EXISTING GRADE
FINISHED CL GRADE
APPROXIMATE LOCATION OF GAS LINE
APPROXIMATE LOCATION
OF PHONE LINE
12"Ø STORM DRAIN
8"Ø STORM DRAIN
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
DATE: July 12, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-UTIL.dwg
ROAD 'A' AND ROAD
'D' UTILITY PLAN
C6.0
20NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
'A' ROAD SE SEWER & WATER PROFILE
SCALE: H:1"=30', V:1"=5'
'D' ROAD SE SEWER & WATER PROFILE
SCALE: H:1"=30', V:1"=5'
M
A
T
C
H
L
I
N
E
1
5
+
0
0
SE
E
S
H
E
E
T
C6
.
1
350
345
340
335
330
325
355
SEE THIS SHEET
SEE THIS SHEET
MATCHLINE SEE SHEET C6.1SEE THIS SHEET
'A' ROAD SE
MOUNTAIN VIEW ROAD SE'D' ROAD SE
WATER NOTES:SEWER NOTES:
3
6
8
7
10
1
1
1 2
3
4
2
3
4 NOT USED
STA 12+34.41, 21' LT
INSTALL
FIRE HYDRANT PER DETAIL
6-7 ON SHEET 24
CONNECT TO 8" CROSS
SEE NOTE 3
INSTALL
185 LF 8" C900 CL 150 WATER
MAIN
STA 14+20.24, 1.19' LT
INSTALL
1-45° BEND (MJxMJ)
1-THRUST BLOCK
6
7
8 INSTALL
90 LF 8" C900 CL 150 WATER MAIN
STA 80+04.17, 6' LT
CONNECT TO EXISTING 8" WATER MAIN
PER DETAIL 6-10 SHEET C6.9
INSTALL
153 LF 8" C900 CL 150 WATER MAIN
STA 311+92.19, 18.49' RT
INSTALL
1-1" METER SERVICE
1-1" FEBCO MODEL 850 OR DOH
APPROVED DOUBLE CHECK VALVE IN
BOX, CONTRACTOR TO COORDINATE
W/ LANDSCAPE PLANS.
9
1012'12'STA 9+60, 6' RT
INSTALL
TYPICAL END OF LINE CLEANOUT PER
DETAIL 7-20 SHEET C6.10
INSTALL
286 LF 4" PVC 1PS 1120 SDR 21 CLASS
200 SEWER PIPE
STA 12+46.41, 6' RT
INSTALL
1-4" TEE (SLxSLxSL)
3-4" GATE VALVE (MJxMJ) PER
DETAIL 7-21 ON SHEET C6.10
1-THRUST BLOCK
4
INSTALL
178 LF 4" PVC 1PS 1120 SDR 21
CLASS 200 SEWER PIPE
STA 14+21.16, 11.76' RT
INSTALL
1-45° BEND (SLxSL)
1-THRUST BLOCK
INSTALL
100 LF 4" PVC 1PS 1120 SDR 21
CLASS 200 SEWER PIPE
7
STA 80+14.11, 6' LT
CONNECT TO EXISTING 4" SEWER MAIN
1-4" GATE VALVE (MJxMJ) PER
DETAIL 7-21 ON SHEET C6.10
1-THRUST BLOCK
INSTALL
131 LF 4" PVC 1PS 1120 SDR 21 CLASS 200
SEWER PIPE
2
3
5
6
8
6
5
6'
6'
6'6'
6'
6'
5 "A" ROAD SE454443424140393837363541
40
48
49
504647484950515253ROAD "A" STA 12+40.41=
ROAD "D" STA 81+51.35
MOUNTAIN VIEW RD
STA 311+27.28=
ROAD "D" STA 80+00
ROAD "D" STA 81+51.35=
ROAD "A" STA 12+40.41
5
2
1
5
3
8
9
7
11
11
NOTE:
THE DEVELOPER IS RESPONSIBLE FOR THE COST OF
THE FIRE HYDRANT LOCKS AND THE CITY OF YELM
WATER DEPARTMENT WILL ORDER AND INSTALL THEM.
360
STA 9+57, 6' LT
INSTALL
2" BLOWOFF ASSEMBLY PER
DETAIL 6-9 ON SHT 24
1-8" GATE VALVE (MJxFL)
1-8" BLIND FLANGE
1-THRUST BLOCK
INSTALL
273 LF 8" C900 CL 150
WATER MAIN
STA 12+34.41, 6' LT
INSTALL
1-8" CROSS (FLxFLxFLxFL)
3-8" GATE VALVE (FLxMJ) PER
DETAIL 6-11 ON SHT 25
1-THRUST BLOCK
1-8"-6" REDUCER (FLxFL)
09/16/2019
50+0051+0030+0031+0042+0043+0015
+
0
0
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
24+00
S88° 16' 03"E
812.75'
Δ=89°59'59"
R=100.00'
L=157.08'
12'12'12'12'12'12'
6'
6'
6'
6'
6'
6'
6'
6'DDDDD DDD
15+00341.71341.1615+50340.50339.7316+00338.85337.8716+50336.88336.1817+00335.84335.8917+50336.29336.7918+00337.29337.7918+50338.29338.7919+00339.29339.7919+50340.29340.7920+00341.29341.7920+50342.29342.7921+00343.29343.7921+50344.29344.7922+00345.29345.7922+50346.29346.7923+00347.28347.6923+50347.98348.1524+00
350
345
340
335
330
325
355
8"Ø WA
T
E
R
M
A
I
N
4"Ø SE
W
E
R
M
A
I
N
EXISTING GRADE
FINISHED CL GRADE
360
350
345
340
335
330
325
360
8"Ø WATER
M
A
I
N
42" MIN
COVER
4"Ø SEWE
R
M
A
I
N
1
1
60" MIN
COVER
2
3
4
5
6 7
8 9 10 11
12 13 14
15 16
2
3
4 5
6
7
8
9
10 11
MAINTAIN
18" MIN. CLEARANCE AT
INTERSECTION CROSSING
12
MAINTAIN
18" MIN. CLEARANCE AT
INTERSECTION CROSSING
MAINTAIN
18" MIN. CLEARANCE AT
INTERSECTION CROSSING
355
12"Ø STORM DRAIN
12"Ø STO
R
M
D
R
A
I
N
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: July 12, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-UTIL.dwg
ROAD 'A' UTILITY
PLAN
C6.1
21
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
14151617181920212223242526272829303132
'A' ROAD SE SEWER & WATER PROFILE
SCALE: H:1"=30', V:1"=5'MATCHLINE SEE SHEET C6.0MATCH LINE 15+00SEE SHEET C6.0SEE SHEET C6.3
'A' ROAD SE'B' LOOP SE'B' LOOP SESEE SHEET C6.4 SEE SHEET C6.4
WATER NOTES:SEWER NOTES:
1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
6
11
2
3
4
5
7
8
9
10
17
ROAD "A" STA 16+76.99=
ROAD "B" STA 30+00
ROAD "A" STA 19+12.99=
ROAD "C" STA 50+00
ROAD "A" STA 22+27.74=
ROAD "B" STA 43+11.34
12
18
MATCHLINE SEE SHEET C6.2'C' ROAD SEMATCH LINE 24+00SEE SHEET C6.217
1615
14
13
1211
10
9
87
6
5
432
1
11
12 10
9876
18
5432
1
STA 15+14.6, 1.2' LT
INSTALL
1-45° BEND (MJxMJ)
1-THRUST BLOCK
INSTALL 90 LF 8" C900 CL 150 WATER MAIN
INSTALL
118 LF 8" C900 CL 150 WATER MAIN
STA 16+33.5, 22' LT
INSTALL
FIRE HYDRANT
PER DETAIL 6-7 ON SHEET C6.8
INSTALL
49 LF 8" C900 CL 150 WATER MAIN
STA 16+82.99, 6' LT
INSTALL
1-8" TEE (FLxFLxFL)
3-8" GATE VALVE (FLxMJ) PER
DETAIL 6-11 ON SHEET C6.9
1-THRUST BLOCK
INSTALL
194 LF 8" C900 CL 150 WATER MAIN
STA 18+77, 22' LT
INSTALL
FIRE HYDRANT
PER DETAIL 6-7 ON SHEET C6.8
INSTALL
30 LF 8" C900 CL 150 WATER MAIN
STA 19+07, 6' LT
INSTALL
1-8" TEE (FLxFLxFL)
3-8" GATE VALVE (FLxMJ) PER
DETAIL 6-11 ON SHEET C6.9
1-THRUST BLOCK
INSTALL
277 LF 8" C900 CL 150 WATER MAIN
STA 21+83±, 22' LT
INSTALL
FIRE HYDRANT
PER DETAIL 6-7 ON SHEET C6.8
INSTALL
37 LF 8" C900 CL 150 WATER MAIN
STA 22+21.7, 6' LT
INSTALL
1-8" TEE (FLxFLxFL)
3-8" GATE VALVE (FLxMJ) PER
DETAIL 6-11 SHEET C6.9
1-THRUST BLOCK
INSTALL
167 LF 8" C900 CL 150 WATER MAIN
STA 23+90, 1.2' LT
INSTALL
1-45° BEND (MJxMJ)
1-THRUST BLOCK
INSTALL
83± LF 8" C900 CL 150 WATER MAIN
INSTALL
1-1" METER SERVICE
1-1" FEBCO MODEL 850 OR DOH APPROVED DOUBLE
CHECK VALVE IN BOX, CONTRACTOR TO
COORDINATE W/ LANDSCAPE PLANS.
INSTALL
100 LF 4" PVC 1PS 1120 SDR 21 CLASS 200 SEWER PIPE
STA 15+14, 11.7' RT
INSTALL
1-4" 45° BEND (SLxSL)
1-THRUST BLOCK
INSTALL
160 LF 4" PVC 1PS 1120 SDR 21 CLASS 200
STA 16+71, 6' RT
INSTALL
1-4" TEE (SLxSLxSL)
2-4" GATE VALVE (MJxMJ) PER
DETAIL 7-21 ON SHEET C6.10
1-FLxMJ ADAPTER
1-THRUST BLOCK
INSTALL
248 LF 4" PVC 1PS 1120 SDR 21 CLASS 200
INSTALL
160 LF 4" PVC 1PS 1120 SDR 21 CLASS 200
STA 22+34, 6' RT
INSTALL
1-4" TEE (SLxSLxSL)
2-4" GATE VALVE (MJxMJ) PER
DETAIL 7-21 ON SHEET C6.10
1-FLxMJ ADAPTER
1-THRUST BLOCK
INSTALL
315 LF 4" PVC 1PS 1120 SDR 21 CLASS 200
STA 19+19, 6' RT
INSTALL
1-4" TEE (SLxSLxSL)
2-4" GATE VALVE (MJxMJ) PER
DETAIL 7-21 ON SHEET C6.10
1-FLxMJ ADAPTER
1-THRUST BLOCK
STA 23+84, 21.5' RT
INSTALL
1-4" 45° BEND (SLxSL)
1-THRUST BLOCK
INSTALL
100 LF 4" PVC 1PS 1120 SDR 21 CLASS 200 SEWER PIPE
STA 23+84.35, 21.53' RT
INSTALL
1-AIR RELEASE VALVE PER DETAIL
7-21 ON SHEET C6.10. CONNECT TO
HIGH POINT ON SEWER MAIN
54
117
118
104
105106
107
8081
93
94
95
09/16/2019
325
330
335
340
345
350
355
360
24+00348.21348.1624+50347.99347.7025+00347.30346.7825+50346.15345.4026+00344.54343.5626+50342.56341.6627+00341.12340.8627+50340.61340.3628+00340.11339.8628+50339.82340.2129+00340.82341.4229+50
8"Ø WATER MAIN
42" MIN
COVER
1
4"Ø SEWER MAIN
60" MIN
COVER
2
3
4
6
7
8
1
2
3 4
5
6SEE ENCASEMENT
NOTE THIS SHEET
EXISTING GRADE
FINISHED CL GRADE
12"Ø S
T
O
R
M
D
R
A
I
N
12"Ø STORM DRAI
N
90+00 91+00 91+57
26+00KILLION ROADS88° 16' 03"E
182.38'DDD
90+0024+0025+00 26+00 27+00 28+00 29+00 29+50
S88° 16' 03"EN1° 43' 57"E
433.89'L=1
5
7
.
0
8
'R
=
1
0
0.0
0'Δ=
9
0
°
0
0
'0
1"DD D DD
D330
335
340
345
350
355
360
330
335
340
345
350
355
360
90+00343.97343.4790+50343.05343.1291+00343.2791+50
42" MIN
COVER
60" MIN
COVER
4
7 8
6 9 10
8"Ø WATER MAIN
4"Ø SEWER MAIN
SEE ENCASEMENT
NOTE THIS SHEET
BURIED
TELEPHONE
EXISTING
4" STEP
EXISTING 10"
WATER
WATER AND SEWER LINES
TO BE INSTALLED AS PART
OF SR 510/ KILLION RD LID
No.2-PHASE II (BY OTHERS)
EXISTING GRADE
FINISHED
CL GRADE
12"Ø STORM DRAIN
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: July 12, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-UTIL.dwg
ROAD 'A' AND ROAD
'E' UTILITY PLAN
C6.2
22
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
'A' ROAD SE PROFILE
SCALE: H:1"=30', V:1"=5'
350
345
340
335
330
325
355
MATC
H
LI
N
E
2
4
+
0
0
SEE S
H
E
E
T
C6.1
MATCHLINE SEE SHEET C4.1SEE THIS SHEET109
8765432SEE THIS SHEET
SEE THIS SHEET
176
77
78NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
'E' ROAD SE PROFILE
SCALE: H:1"=30', V:1"=5'
360 'A' ROAD SE'A' ROAD SE 'E' ROAD SE
WATER NOTES:SEWER NOTES:
1
4
6
1
6
1 1
8
5
9
6
7
8
4
3
2
10
12'
12'
INSTALL
100 LF 4" PVC 1PS 1120 SDR 21
CLASS 200 SEWER PIPE
STA 24+83.57, 11.76' RT
INSTALL
1-4" 45° BEND (SLxSL)
1-THRUST BLOCK
INSTALL
128 LF 4" PVC 1PS 1120 SDR 21
CLASS 200 SEWER PIPE
4
STA 26+08.75, 6' RT
INSTALL
1-4" TEE (SLxSLxSL)
3-4" GATE VALVE (MJxMJ) PER
DETAIL 7-21 ON SHEET C6.10
1-THRUST BLOCK
INSTALL
335 LF 4" PVC 1PS 1120 SDR 21 CLASS
200 SEWER PIPE
STA 29+44, 6' RT
INSTALL
END OF LINE CLEANOUT PER DETAIL
7-20 ON SHEET C6.10
7
INSTALL
94 LF 4" PVC 1PS 1120 SDR 21 CLASS 200 SEWER PIPE
STA 91+55.87, 6' RT
CONNECT TO EXISTING 4" STEP MAIN
REMOVE EXISTING CAP AND THRUST BLOCK
2
3
5
6
8
6
6'
6'12'6'
6'
6'
6'
ROAD "E" STA 90+00=
ROAD "A" STA 26+14.75
CENTER 20 LF OF SANITARY SEWER MAIN BELOW WATER MAIN SO
JOINTS WILL BE EQUIDISTANT FROM WATER MAIN CROSSING. ENCASE
SANITARY SEWER MAIN IN PRESSURE RATE PVC PIPE WITH A
DIMENSION RATIO (DR) OF 18 OR LESS.
ENCASEMENT NOTE:
INSTALL
1-1" METER SERVICE (IRRIGATION)
1-1" FEBCO MODEL 850 OR DOH APPROVED
DOUBLE CHECK VALVE IN BOX, CONTRACTOR
TO COORDINATE W/ LANDSCAPE PLANS.
COORDINATE WITH CITY'S ROADWAY
CONTRACTOR FOR RESTORATION AND
SCHEDULING. CONTRACTOR TO FIELD VERIFY
LOCATION AND DEPTH OF EX UTILITIES PRIOR
TO CONSTRUCTION.
IF SEWER STUB DOES NOT EXIST THEN
INSTALL
1-4" CAP
1-THRUST BLOCK
1-LOCATION MARKER
2 3 4
ROAD "A" STA 26+14.75=
ROAD "E" STA 90+00
7 85
2 3 5
9
10
7
4
4
ROAD "E" STA 91+57.00=
KILLION RD STA 70+76.02
NOTE:
WATER AND SEWER STUBS SHOWN WITHIN THE KILLION ROAD R.O.W. ARE
TO BE INSTALLED BY OTHERS. IF THIS WORK HAS NOT BEEN
CONSTRUCTED AT THE TIME OF THE CONSTRUCTION CONTEMPLATED IN
THESE DRAWINGS, NOTIFY THE ENGINEER.
WATER AND SEWER LINES TO BE
INSTALLED AS PART OF SR 510/ KILLION
RD LID No.2-PHASE II (BY OTHERS)'E' ROAD SEINSTALL
83± LF 8" C900 CL 150 WATER MAIN
STA 24+84.5, 1.2' LT
INSTALL
1-45° BEND (MJxMJ)
1-THRUST BLOCK
INSTALL
135 LF 8" C900 CL 150 WATER MAIN
STA 26+21, 22' LT
INSTALL
FIRE HYDRANT
PER DETAIL 6-7 ON SHEET C6.8
CONNECT TO 6" CROSS SEE NOTE 6
STA 26+21, 6' LT
INSTALL
1-8" CROSS (FLxFLxFLxFL)
3-8" GATE VALVE (FLxMJ) PER
DETAIL 6-11 ON SHT C6.9
1-THRUST BLOCK
1-8"-6" REDUCER (FLxFL)
INSTALL
323 LF 8" C900 CL 150 WATER MAIN
STA 29+48, 6' LT
INSTALL
2" BLOWOFF ASSEMBLY
PER DETAIL 6-9 ON SHEET C6.8
1-8" GATE VALVE (MJxFL)
1-8" BLIND FLANGE
1-THRUST BLOCK
INSTALL
106 LF 8" C900 CL 150 WATER MAIN
STA 91+66, 6' LT
CONNECT TO EXISTING 8" WATER MAIN
REMOVE EXISTING CAP AND THRUST BLOCK
COORDINATE WITH CITY'S ROADWAY
CONTRACTOR FOR RESTORATION AND
SCHEDULING. CONTRACTOR TO FIELD VERIFY
LOCATION AND DEPTH OF EX UTILITIES PRIOR
TO CONSTRUCTION.
IF WATER STUB DOES NOT EXIST THEN
INSTALL
1-8" CAP
1-THRUST BLOCK
1-LOCATION MARKER 7374757677786
7
09/16/2019
325
330
335
340
345
350
355
360
30+00336.14335.6430+50335.14334.8231+00334.94335.3431+50335.74336.1332+00336.53336.9332+50337.33337.7233+00338.12338.5233+50338.92339.3234+00339.71340.1134+50340.51340.9135+00341.31341.7035+50342.10342.4936+00342.77342.9036+50342.89342.7437+00342.57342.3937+50342.22342.0538+00341.87341.7038+50
350
345
340
335
355
360
8"Ø WATER MAIN
4"Ø SEWER MAIN
42" MIN
COVER
1
3
5
7 9
2
4
6
8 10
1
2
3
4 5
6
7
8
60" MIN
COVER
FINISHED CL GRADE
EXISTING GRADE
330
325
12"Ø STO
R
M
D
R
A
I
N
12"Ø STORM DRAIN 12"Ø STORM DRAIN
SEE ENCASEMENT
NOTE THIS SHEET 54+0054+2336+00 37+00 38+00S88° 17' 13"E
350.75'
30+00 31+00 32+00 33+00
3
4
+
0
0
35+0016+0017+0018+00N1° 43' 57"E
342.66'
L
=
15
7.0
5
'R
=
1
0
0
.
0
0
'
Δ
=
8
9
°
5
8'
5
0
"12'12'6'6'DDDDD
DDD2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: July 12, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-UTIL.dwg
'B' LOOP
UTILITY PLAN
C6.3
23
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
'B' LOOP SE PROFILE
SCALE: H:1"=30', V:1"=5'MATCHLINE SEE SHEET C6.4NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
6160595857565554
118
117 116 115 114 113
112282930
MATCH LINE 35+50
SEE THIS SHEET MATCH LINE 35+50SEE THIS SHEETSEE SHEET C6.1
SEE SHEET C6.1
MATCH LINE 38+50SEE SHEET C6.4330
'B' LOOP SE
'B' LOOP SE
'C' ROAD SESEE SHEET C6.4
WATER NOTES:
SEWER NOTES:
1 2
3
4
5
6
7
9 10
1
6
1
1
5
8
STA 36+59.72, 22' RT
INSTALL
FIRE HYDRANT
PER DETAIL 6-7 SHEET C6.8
INSTALL
202 LF 8" C900 CL 150 WATER MAIN
INSTALL
1-1" METER SERVICE (IRRIGATION)
1-1" FEBCO MODEL 850 OR DOH
APPROVED DOUBLE CHECK VALVE IN BOX,
CONTRACTOR TO COORDINATE W/
LANDSCAPE PLANS.
2
3
4
6
7
9
10
11
812'12'5
6
7
2
3
4
3
4
5
7
6'
6'
6'
6'
12'12'6'
6'
6'
6'
8
ROAD "B" STA 30+00=
ROAD "A" STA 16+76.99
ROAD "B" STA 36+16.23=
ROAD "C" STA 54+23.20
11
8
6
2'A' ROAD SESTA 30+06, 6' RT
INSTALL
1-8" TEE (FLxFLxFL)
3-8" GATE VALVE (FLxMJ)
PER DETAIL 6-11 SHEET C6.9
1-THRUST BLOCK
INSTALL
348 LF 8" C900 CL 150
WATER MAIN
STA 33+54.47, 1.19' RT
INSTALL
1-45° BEND (MJxMJ)
1-THRUST BLOCK
INSTALL
90 LF 8" C900 CL 150
WATER MAIN
STA 34+48.88, 1.19' RT
INSTALL
1-45° BEND (MJxMJ)
1-THRUST BLOCK
INSTALL
160 LF 8" C900 CL 150
WATER MAIN
STA 36+10.23, 6' RT
INSTALL
1-8" TEE (FLxFLxFL)
3-8" GATE VALVE (FLxMJ)
PER DETAIL 6-11 SHEET C6.9
1-THRUST BLOCK
INSTALL
49 LF 8" C900 CL 150 WATER
MAIN
STA 29+94, 6' LT
INSTALL
1-4" TEE (SLxSLxSL)
2-4" GATE VALVE (MJxMJ)
PER DETAIL 7-21 SHEET C6.10
1-FJxMJ ADAPTER
1-THRUST BLOCK
INSTALL
365 LF 4" PVC 1PS 1120
SDR 21 CLASS 200
SEWER PIPE
STA 33+55.39, 11.76' LT
INSTALL
1-4" 45° BEND (SLxSL)
1-THRUST BLOCK
INSTALL
100 LF 4" PVC 1PS 1120
SDR 21 CLASS 200
SEWER PIPE
STA 34+47.96, 11.76' LT
INSTALL
1-4" 45° BEND (SLxSL)
1-THRUST BLOCK
INSTALL
177 LF 4" PVC 1PS 1120
SDR 21 CLASS 200
SEWER PIPE
STA 36+22.23, 6' LT
INSTALL
1-4" TEE (SLxSLxSL)
3-4" GATE VALVE (MJxMJ)
PER DETAIL 7-21 SHEET C6.10
1-THRUST BLOCK
INSTALL
244 LF 4" PVC 1PS 1120
SDR 21 CLASS 200
SEWER PIPE
65 66 67 68 69 70 71
9899111
09/16/2019
325
330
335
340
345
350
355
360
38+50341.52341.3539+00341.17341.0039+50340.82340.6540+00340.62340.9040+50341.33341.7641+00342.19342.6141+50343.04343.4742+00343.90344.3342+50344.76345.1943+00345.611 2
1 2
8"Ø WATERMAIN
4"Ø SEWER MAIN
42" MIN
COVER3
4
3 4 5
6
60" MIN
COVER
5
FINISHED CL GRADE
EXISTING GRADE
12"Ø STORM DRAI
N
8"Ø STORM DRA
I
N
6" MIN.
SEPARATION
SEE ENCASEMENT
NOTE THIS SHEET39+0040+00 41+00 42+00 43+00
22+0023+00S1° 43' 57"W
348.28'L=157.11'R=100 .0 0 'Δ=90°01'10"12'12'6'6'6'6'DDDDDDDD2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: July 12, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-UTIL.dwg
'B' LOOP
UTILITY PLAN
C6.4
24NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
'B' LOOP SE PROFILE
SCALE: H:1"=30', V:1"=5'
MATCH
L
I
N
E
3
8
+
5
0
SEE SH
E
E
T
C6.3
350
345
340
335
355 56'37'NOTE:
CONTRACTOR TO PROVIDE 6"
MIN. SAND CUSHION BETWEEN
UTILITIES.
'B' LOOP SE
'A' ROAD SESEE SHEET C6.1
SEE SHEET C6.1
MATCHLINE SEE SHEET C6.3360
330
WATER NOTES:SEWER NOTES:
3
53
4
512'63
5
6
ROAD "B" STA 43+11.34=
ROAD "A" STA 22+27.74
3
4
4
54
1
2
1
1
2
1
STA 38+63.21, 11.77' LT
INSTALL
1-4" 45° BEND (SLxSL)
1-THRUST BLOCK
INSTALL
100 LF 4" PVC 1PS 1120 SDR 21
CLASS 200 SEWER PIPE
2
2
325
STA 39+55.81, 11.77' LT
INSTALL
1-4" 45° BEND (SLxSL)
1-THRUST BLOCK
INSTALL
365 LF 4" PVC 1PS 1120
SDR 21 CLASS 200
SEWER PIPE
STA 43+17.34, 6' LT
INSTALL
1-4" TEE (SLxSLxSL)
2-4" GATE VALVE (MJxMJ) PER
DETAIL 7-21 ON SHEET C6.10
1-FLxMJ ADAPTER
1-THRUST BLOCK
STA 40+00, 6' LT
INSTALL
1-4" GATE VALVE (MJxMJ)
STA 39+56.73, 1.19' RT
INSTALL
1-45° BEND (MJxMJ)
1-THRUST BLOCK
INSTALL
348 LF 8" C900 CL 150
WATER MAIN
STA 43+05.34, 6' RT
INSTALL
1-8" TEE (FLxFLxFL)
3-8" GATE VALVE (FLxMJ) PER
DETAIL 6-11 SHEET C6.9
1-THRUST BLOCK
STA 38+62.29, 1.19' RT
INSTALL
1-45° BEND (MJxMJ)
1-THRUST BLOCK
INSTALL
90 LF 8" C900 CL 150 WATER MAIN
81
828384858687
88 89 90 91 92 93 94
CENTER 20 LF OF SANITARY SEWER MAIN BELOW WATER MAIN SO
JOINTS WILL BE EQUIDISTANT FROM WATER MAIN CROSSING. ENCASE
SANITARY SEWER MAIN IN PRESSURE RATE PVC PIPE WITH A
DIMENSION RATIO (DR) OF 18 OR LESS.
ENCASEMENT NOTE:
09/16/2019
Profile View of C ROAD SE5
325
330
335
340
345
350
355
360
325
330
335
340
345
350
355
360
50+00339.55339.0550+50338.69338.4451+00338.34338.5451+50338.88339.2352+00339.58339.9252+50340.27340.6253+00340.96341.3153+50341.65342.0054+00342.438"Ø WATER MAIN
4"Ø SEWER MAIN
1
2
3
1
2
3
42" MIN
COVER60" MIN
COVER
FINISHED CL GRADEEXISTING GRADE
12"Ø STORM DRAIN
SEE ENCASEMENT
NOTE THIS SHEET
MAINTAIN 18" MIN.
CLEARANCE AT
INTERSECTION CROSSING
50+00 51+00 52+00 53+00 54+00 54+23 36+0037+0019+0020+00'C' ROAD SE
S88° 16' 03"E812.75'S88° 17' 13"E350.75'N1° 43' 57"E
423.20'12'6'6'DDDD
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: July 12, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-UTIL.dwg
'C' ROAD
UTILITY PLAN
C6.5
25
'C' ROAD SE PROFILE
SCALE: H:1"=30', V:1"=5'NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
SEE SHEET C6.1
NOTE:
CONTRACTOR TO PROVIDE 6"
MIN. SAND CUSHION BETWEEN
UTILITIES.'A' ROAD SESEE SHEET C6.1
SEE SHEET C6.1
SEE SHEET C6.1 'B' LOOP SEWATER NOTES:SEWER NOTES:
1
1
2
2
3
12'3
ROAD "C" STA 50+00=
ROAD "A" STA 19+12.99
ROAD "C" STA 54+23.20=
ROAD "B" STA 36+16.23
19+003
1
2
STA 54+17.20, 6' LT
INSTALL
1-8" TEE (FLxFLxFL)
3-8" GATE VALVE (FLxMJ)
PER DETAIL 6-11 SHEET C6.9
1-THRUST BLOCK
INSTALL
411 LF 8" C900 CL 150
WATER MAIN
STA 50+06, 6' LT
INSTALL
1-8" TEE (FLxFLxFL)
3-8" GATE VALVE (FLxMJ) PER
DETAIL 6-11 ON SHEET C6.9
1-THRUST BLOCK
2
1
3
INSTALL
435 LF 4" PVC 1PS 1120
SDR 21 CLASS 200
SEWER PIPE
STA 49+94, 6' RT
INSTALL
1-4" TEE (SLxSLxSL)
2-4" GATE VALVE (MJxMJ) PER
DETAIL 7-21 ON SHEET C6.10
1-FLxMJ ADAPTER
1-THRUST BLOCK
STA 54+29.20, 6' RT
INSTALL
1-4" TEE (SLxSLxSL)
3-4" GATE VALVE (MJxMJ)
PER DETAIL 7-21 SHEET C6.10
1-THRUST BLOCK
99100101102103104105
106 107 108 109 110 111
CENTER 20 LF OF SANITARY SEWER MAIN BELOW WATER MAIN SO
JOINTS WILL BE EQUIDISTANT FROM WATER MAIN CROSSING. ENCASE
SANITARY SEWER MAIN IN PRESSURE RATE PVC PIPE WITH A
DIMENSION RATIO (DR) OF 18 OR LESS.
ENCASEMENT NOTE:09/16/2019
KILLION ROAD'B' LOOP SE'B' LOOP SE'C' ROAD SE'E' ROAD SE
'A' ROAD SE
'B' LOOP SE
'D' ROAD SE 'A' ROAD SE'A' ROAD SEMOUNTAIN VIEW ROAD100'
100' WELL RADIUS.
APPROXIMATE LOCATION
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
DATE: September 16, 2019 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-WATR-OVERALL.dwg
WATER SYSTEM
AND HYDRANT PLAN
C6.6
26
09/16/2019
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: June 28, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-UTIL-DETL.dwg
UTILITY NOTES AND
DETAILS
C6.7
27
GENERAL NOTES (WATER MAIN INSTALLATION)GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION)
LINE
WATER
18" MIN.
PIPE
SEWER
SANITARY
WATER AND SEWER CROSSING DETAIL
21.
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
WATER METER SERVICE CONNECTION SCHEDULE
LOT #STATION OFFSET DESCRIPTION
1 29+48.73 21.50' RT SINGLE SERVICE WATER METER
2,3 28+54.57 21.50' RT DOUBLE SERVICE WATER METER
4,5 27+54.57 21.50' RT DOUBLE SERVICE WATER METER
6 90+56 20' LT SINGLE SERVICE WATER METER
7 90+56 20' RT SINGLE SERVICE WATER METER
8,9 24+79.58 21.50' RT DOUBLE SERVICE WATER METER
10,11 24+37.28 21.50' RT DOUBLE SERVICE WATER METER
12,13 24+01.87 21.50' RT DOUBLE SERVICE WATER METER
14,15 23+49.24 21.50' RT DOUBLE SERVICE WATER METER
16,17 22+59.24 21.50' RT DOUBLE SERVICE WATER METER
18,19 21+69.24 21.50' RT DOUBLE SERVICE WATER METER
20,21 20+79.24 21.50' RT DOUBLE SERVICE WATER METER
22,23 19+89.24 21.50' RT DOUBLE SERVICE WATER METER
24 & IRR 19+13.75 21.50' RT DOUBLE SERVICE WATER METER
1" IRRIGATION SERVICE METER
25,26 18+23.56 21.50' RT DOUBLE SERVICE WATER METER
27,28 17+33.56 21.50' RT DOUBLE SERVICE WATER METER
29,30 16+43.56 21.50' RT DOUBLE SERVICE WATER METER
31,32 15+53.56 21.50' RT DOUBLE SERVICE WATER METER
33,34 15+03.14 21.50' RT DOUBLE SERVICE WATER METER
35,36 14+69.94 21.50' RT DOUBLE SERVICE WATER METER
37,38 14+25.37 21.50' RT DOUBLE SERVICE WATER METER
39,40 13+30.35 21.50' RT DOUBLE SERVICE WATER METER
41,42 11+50.23 21.50' RT DOUBLE SERVICE WATER METER
43,44 10+50.23 21.50' RT DOUBLE SERVICE WATER METER
45 9+56.38 21.50' RT SINGLE SERVICE WATER METER
46 10+44.59 26' LT SINGLE SERVICE WATER METER
47,48 11+41.59 21.50' LT DOUBLE SERVICE WATER METER
49,50 12+41.59 21.50' LT DOUBLE SERVICE WATER METER
51,52 13+41.59 21.50' LT DOUBLE SERVICE WATER METER
53,54 15+61.67 21.50' LT DOUBLE SERVICE WATER METER
55,56 31+47.68 21.50' LT DOUBLE SERVICE WATER METER
57,58 32+47.68 21.50' LT DOUBLE SERVICE WATER METER
59,60 33+43.46 21.50' LT DOUBLE SERVICE WATER METER
61 & IRR 34+00.75 21.50' LT DOUBLE SERVICE WATER METER
1" IRRIGATION SERVICE METER
62 34+25.60 21.50' LT SINGLE SERVICE WATER METER
63,64 34+79.24 21.50' LT DOUBLE SERVICE WATER METER
65,66 35+79.03 21.50' LT DOUBLE SERVICE WATER METER
67,68 36+79.03 21.50' LT DOUBLE SERVICE WATER METER
69,70 37+79.03 21.50' LT DOUBLE SERVICE WATER METER
71,72 38+67.56 21.50' LT DOUBLE SERVICE WATER METER
73 & IRR 28+31.62 21.50' LT DOUBLE SERVICE WATER METER
1" IRRIGATION SERVICE METER
74,75 27+31.62 21.50' LT DOUBLE SERVICE WATER METER
76,77 26+31.62 21.50' LT DOUBLE SERVICE WATER METER
78,79 25+31.62 21.50' LT DOUBLE SERVICE WATER METER
80,81 23+15.43 21.50' LT DOUBLE SERVICE WATER METER
82,83 41+45.91 21.50' LT DOUBLE SERVICE WATER METER
84,85 40+45.91 21.50' LT DOUBLE SERVICE WATER METER
86,87 39+52.69 21.50' LT DOUBLE SERVICE WATER METER
88,98 38+10.48 21.50' RT DOUBLE SERVICE WATER METER
89,90 40+35.44 21.50' RT DOUBLE SERVICE WATER METER
91,92 41+29.56 21.50' RT DOUBLE SERVICE WATER METER
93,94 42+23.66 21.50' RT DOUBLE SERVICE WATER METER
95,96 20+87.43 21.50' LT DOUBLE SERVICE WATER METER
97,99 37+36.73 21.50' RT DOUBLE SERVICE WATER METER
100,101 52+82.81 21.50' RT DOUBLE SERVICE WATER METER
102,103 51+85.07 21.50' RT DOUBLE SERVICE WATER METER
104,105 50+87.50 21.50' RT DOUBLE SERVICE WATER METER
106,107 50+87.50 21.50' LT DOUBLE SERVICE WATER METER
108,109 51+92.77 21.50' LT DOUBLE SERVICE WATER METER
110,111 52+97.86 21.50' LT DOUBLE SERVICE WATER METER
112,113 34+78.32 21.50' RT DOUBLE SERVICE WATER METER
114,115 32+44.95 21.50' RT DOUBLE SERVICE WATER METER
116,117 31+39.86 21.50' RT DOUBLE SERVICE WATER METER
118 30+53.50 14' RT SINGLE SERVICE WATER METER
MT. VIEW
(IRRIGATI
ON)
311+92.19 18.49' RT 1" SINGLE SERVICE WATER METER
SEWER SERVICE CONNECTION SCHEDULE
LOT #STATION OFFSET DESCRIPTION
1,2 29+04.75 21.50' RT DOUBLE SERVICE CONNECTION
3,4 28+04.75 21.50' RT DOUBLE SERVICE CONNECTION
5,6 27+04.75 21.50' RT DOUBLE SERVICE CONNECTION
7,8 25+24.75 21.50' RT DOUBLE SERVICE CONNECTION
9,10 24+49.20 21.50' RT DOUBLE SERVICE CONNECTION
11,12 24+18.55 21.50' RT DOUBLE SERVICE CONNECTION
13,14 23+76.31 21.50' RT DOUBLE SERVICE CONNECTION
15,16 23+04.24 21.50' RT DOUBLE SERVICE CONNECTION
17,18 22+14.24 21.50' RT DOUBLE SERVICE CONNECTION
19,20 21+24.24 21.50' RT DOUBLE SERVICE CONNECTION
21,22 20+34.24 21.50' RT DOUBLE SERVICE CONNECTION
23 19+46.39 21.50' RT SINGLE SERVICE CONNECTION
24,25 18+68.57 21.50' RT DOUBLE SERVICE CONNECTION
26,27 17+78.39 21.50' RT DOUBLE SERVICE CONNECTION
28,29 16+88.39 21.50' RT DOUBLE SERVICE CONNECTION
30,31 15+98.39 21.50' RT DOUBLE SERVICE CONNECTION
32,33 15+28.24 21.50' RT DOUBLE SERVICE CONNECTION
34,35 14+86.50 21.50' RT DOUBLE SERVICE CONNECTION
36,37 14+56.11 21.50' RT DOUBLE SERVICE CONNECTION
38,39 13+80.23 21.50' RT DOUBLE SERVICE CONNECTION
40 12+91.41 21.50' RT SINGLE SERVICE CONNECTION
41 11+91.41 21.50' RT SINGLE SERVICE CONNECTION
42,43 11+00.41 21.50' RT DOUBLE SERVICE CONNECTION
44 10+05 21.50' RT SINGLE SERVICE CONNECTION
45 9+95 21.50' RT SINGLE SERVICE CONNECTION
46,47 10+91.41 21.50' LT DOUBLE SERVICE CONNECTION
48,49 11+91.41 21.50' LT DOUBLE SERVICE CONNECTION
50,51 12+91.41 21.50' LT DOUBLE SERVICE CONNECTION
52 13+88.41 21.50' LT SINGLE SERVICE CONNECTION
53 15+23.75 21.50' LT SINGLE SERVICE CONNECTION
54,55 30+97.50 21.50' LT DOUBLE SERVICE CONNECTION
56,57 31+97.50 21.50' LT DOUBLE SERVICE CONNECTION
58,59 32+97.50 21.50' LT DOUBLE SERVICE CONNECTION
60,61 33+76.54 21.50' LT DOUBLE SERVICE CONNECTION
62,63 34+36.70 21.50' LT DOUBLE SERVICE CONNECTION
64,65 35+28.85 21.50' LT DOUBLE SERVICE CONNECTION
66,67 36+28.85 21.50' LT DOUBLE SERVICE CONNECTION
68,69 37+28.85 21.50' LT DOUBLE SERVICE CONNECTION
70,71 38+28.85 21.50' LT DOUBLE SERVICE CONNECTION
72 38+94.73 21.50' LT SINGLE SERVICE CONNECTION
73,74 27+81.43 21.50' LT DOUBLE SERVICE CONNECTION
75,76 26+81.43 21.50' LT DOUBLE SERVICE CONNECTION
77,78 25+81.43 21.50' LT DOUBLE SERVICE CONNECTION
79,80 23+65.25 21.50' LT DOUBLE SERVICE CONNECTION
81 22+79 21.50' LT SINGLE SERVICE CONNECTION
82 41+92.73 21.50' LT SINGLE SERVICE CONNECTION
83,84 40+95.73 21.50' LT DOUBLE SERVICE CONNECTION
85,86 39+95.73 21.50' LT DOUBLE SERVICE CONNECTION
87 39+26.98 21.50' LT SINGLE SERVICE CONNECTION
88 39+84.89 21.50' RT SINGLE SERVICE CONNECTION
89 39+96.57 21.50' RT SINGLE SERVICE CONNECTION
90,91 40+82.67 21.50' RT DOUBLE SERVICE CONNECTION
92,93 41+76.79 21.50' RT DOUBLE SERVICE CONNECTION
94 42+63 21.50' RT SINGLE SERVICE CONNECTION
95 20+36.49 21.50' LT SINGLE SERVICE CONNECTION
96 21+04.24 21.50' LT SINGLE SERVICE CONNECTION
97,98 37+56.73 21.50' RT DOUBLE SERVICE CONNECTION
99,100 53+30.74 21.50' RT DOUBLE SERVICE CONNECTION
101,102 52+32.99 21.50' RT DOUBLE SERVICE CONNECTION
103,104 51+35.25 21.50' RT DOUBLE SERVICE CONNECTION
105 50+50 21.50' RT SINGLE SERVICE CONNECTION
106 50+50 21.50' LT SINGLE SERVICE CONNECTION
107,108 51+40.04 21.50' LT DOUBLE SERVICE CONNECTION
109,110 52+45.13 21.50' LT DOUBLE SERVICE CONNECTION
111,112 35+28.55 21.50' RT DOUBLE SERVICE CONNECTION
113 34+24.02 21.50' RT SINGLE SERVICE CONNECTION
114 34+94.67 21.50' RT SINGLE SERVICE CONNECTION
115,116 31+92.58 21.50' RT DOUBLE SERVICE CONNECTION
117,118 30+87.50 21.50' RT DOUBLE SERVICE CONNECTION
ALL FITTINGS USED FOR THE SEWER INSTALLATION SHALL BE PVC. FITTINGS
SHALL BE SLxSL EXCEPT FOR GATE VALVES THAT MY BE MJxMJ.
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.
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.
WATER MAINS SHALL MEET THE FOLLOWING 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 LESS THAN THE SDR
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
WITH ANSI/AWWA C104/A21.4-90, AND MEET THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS SECTION 9-30.1.(1). SIX-INCH FIRE HYDRANT SPOOLS
SHALL BE CLASS 52.
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.
HYDRANTS SHALL BE M & H RELIANT STYLE 929 OR 129, MUELLER CENTURION, OR CLOW MEDALLION.
HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. SEE DETAIL 6-7 SHEET 24.
ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE
REFERENCED SPECIFICATION (NOTE 1).
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 DBR 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.
PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD.
ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING
OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK.
ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN
EMBOSSED "W" 1/4 INCH INTO CONCRETE.
CALL UNDERGROUND LOCATE AT 1-800-424-5555 A MINIMUM OF 48 HOURS
PRIOR TO ANY EXCAVATIONS.
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.
AT ANY CONNECTION TO AN EXISTING LINE 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.
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
CITY'S 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
SANITARY SEWER SERVICE.
A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS
AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION.
ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S
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.
ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER
METER MUST BE PRESSURE TREATED.
INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 24 HOUR NOTICE TO
THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION.
ITEMS NEEDING INSPECTION ARE:
A)TANK INSTALLATION, IE; BEDDING AND LOCATION
B)TANK INFILTRATION, EXFILTRATION TEST
C)S.S. PRESSURE TEST
D)SERVICE LINE PRESSURE TEST
E)FINAL INSPECTION
IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD
REQUIRE A SEPARATE "ON-OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL
PANEL, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN
OLYMPUS TYPE BP125, 30MM PADLOCK.
PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS
OTHERWISE AUTHORIZED BY THE CITY OF YELM.
PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND
APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR
FOR CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY
SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS.
ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE
ABOVE-REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN
ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF THE CITY
INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE.
ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY
OF YELM.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE
APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES.
PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED.
EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING
CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM
DRAINAGE FACILITIES AND ROADWAYS.
TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY
ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND
COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL
BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED.
BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE
REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1).
ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER
TAPE INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON-
BIODEGRADABLE, METAL CORE BACKING MARKED "POWER". TAPE SHALL BE FURNISHED
BY CONTRACTOR.
ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE
INSTALLED 12" TO 18" UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER
SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER
WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP
SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE DIRECT-BURY
RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED
OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE
TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR.
SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED
OR SOLVENT WELD JOINTS.
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS
PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-
424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A
TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT
AT THE TIME OF THE TAP.
A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE
START OF CONSTRUCTION.
IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR
SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS.
ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED
BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
ALL WORKMANSHIP AND MATERIALS 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 (WSDOT/APWA).
22.
09/16/2019
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: June 28, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-UTIL-DETL.dwg
UTILITY NOTES AND
DETAILS
C6.8
28
09/16/2019
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: June 28, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-UTIL-DETL.dwg
UTILITY NOTES AND
DETAILS
C6.9
29
09/16/2019
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: June 28, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-UTIL-DETL.dwg
UTILITY NOTES AND
DETAILS
C6.10
30
09/16/2019
9+5510+0011+0012+0013+0014+0015
+
0
0
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+0026+0027+0028+0029+0029+5030+0031+0032+0033+0034+0035+00 36+00 37+00 38+00
3
9
+
0
0
40+0041+0042+0043+0050+0051+0052+0053+0054+0054+2380+00 81+00
90+00 91+00
308+00309+00310+00311+00312+00313+00314+00PROPOSED LUMINAIRE (TYP)
.
.
2.
.
.
..
.
.
..
.
.
..
.
.
..
.
.
..
1
1
.
2
STA 81+51, 19' LT
STA 30+43.5, 21.5' LT
STA 53+80, 21.5' RT
STA 50+36, 14' LT
STA 42+68, 21.5' RT
STA 91+00, 19' RT
1 2 1
3
3.
2.
.
STA 90+38, 19' RT
.
.
.
.
.
2
STA 80+82, 19' LT KILLION ROAD'B' LOOP SE'B' LOOP SE'C' ROAD SE'E' ROAD SE
'A' ROAD SE
'B' ROAD SE
'D' ROAD SE 'A' ROAD SE'A' ROAD SEMOUNTAIN VIEW ROAD2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: June 13, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-SIGN-LIGHT.dwg
SIGNING AND
LIGHTING PLAN
C7.0
31
LEGEND
PROPOSED SIGN
PROPOSED LUMINAIRE
42" X 6"
4"B
30" X 6"
4"B
42" X 6"
4"B
24" X 6"
4"B
30" X 6"
4"B
30" X 6"
4"B
45°
12" (TYP.)
8" TO
6" MIN.
VARIES 20"20"5' MIN.TYPE III BARRICADE
NOT TO SCALE
24" x 24"
R1-1
TYPE IV SHEETING
CONCRETE BASE WITH SLEEVE
CONCRETE BASE, SIGN POST
AND SIGN PLACEMENT
SIGNS TO BE ATTACHED TO POST
WITH A MINIMUM OF TWO FASTENERS
1"
1/2"
1/2"
2"
4'
1"
1"
1/2"
6'
VARIES
0.125 ALUMINUM
SIGN BLANK
WHITE LETTERS ON GREEN BACKGROUND (NO BORDER) LETTER
SERIES AS NOTED ON PLANS.
SUPER ENGINEER GRADE (TYPE II) REFLECTIVE SHEETING
TYPICAL STREET NAME SIGN
NOT TO SCALE
NOTE: ALL STREET SIGNS LETTERS TO BE SERIES B
1/2"R
24" x 30"
25
LIMIT
SPEEDFUTURE
STREET
CONNECTION
*CONTACT CITY FOR SIGN
30" X 6"
4"B
STEEL SLEEVE
12 GAUGE GALVANIZED
W/2.25"x2.25'
CONCRETE BASE
8" DIA.
32"
6`2"
4"
7'-0" MIN 8'-0" MAX
TO LOWEST SIGN
FROM NEAREST EDGE
OF PAVEMENT
±
R2-1.
.
.
..
.
.
.
.
..
.
..
1
2
3
INSTALL
2-16 BOX "CBU" MAILBOX CLUSTERS
1-12 BOX "CBU" MAILBOX CLUSTER
CONTRACTOR TO COORDINATE WITH
CITY OF YELM POSTMASTER
INSTALL
2-16 BOX "CBU" MAILBOX CLUSTERS
CONTRACTOR TO COORDINATE WITH
CITY OF YELM POSTMASTER
1
2
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
CONCRETE BASE
W/2.25"x2.25'
12 GAUGE
GALVANIZED
STEEL SLEEVE
W/ 3/8" DIA.
PERFORATIONS
2"x2" O.D. 14 GAUGE
GALVANIZED STEEL
POST W/3/8" DIA.
PERFORATIONS
SIGNS SHOWN
ONE SIDE ONLY
GR OP NW
UNTY R
O
A
D
C CRO
S
S
R
O
A
D
STOP
24' TYPE III BARRICADE 24' TYPE III BARRICADE
09/16/2019
299+98
300+00
301+00
302+00 303+00 304+00 305+00 306+00 307+00BP: 299+98.28PC: 300+21.01PT: 300+74.71N39° 55' 57"E
22.73'
N1° 28' 27"E
684.07'
Δ=38°27'30"
R=80.00'
L=53.70'D D D D D D D
CB #54
CB #55
CB #53
STCB#5217 TYPE 1
RIM:342.35
6" PVC NW IE:339.97
12'
12'
12'
STA:301+37.01, 4.50'LT
END WIDE LINE
344
343
343 343 343
343
344
16.5'
19.5'
STA:301+84.21, 19.50'RT
FACE OF CURB
STA:301+84.20, 16.50'LT
FACE OF CURB
STA:303+24.18, 16.00'LT
FACE OF CURB
STA:303+24.18, 16.00'RT
FACE OF CURBSTA:301+87.01, 7.50'RT
BEGIN TAPER
STA:303+97.01
END TAPER LT & RT
END DOUBLE YELLOW 'C
BEGIN SKIP 'C AND
NO PASS LINE ON LEFT
STA:302+57.01, 3.50'LT
BEGIN DOUBLE YELLOW 'C
BEGIN TAPER
STA:304+22.78, 18.50'LT
RELOCATE EXISTING
WATER METER
16'
16'
16'
16'START PROJECTSTA 300+89.49325
330
335
340
345
350
355
300+00 300+50 301+00344.37344.24301+50344.12343.99302+00343.86343.74302+50343.61343.49303+00343.36343.24303+50343.19343.32304+00343.44343.57304+50343.69343.76305+00343.60343.43305+50343.26343.08306+00342.93343.09306+50343.35343.60307+00343.86343.93307+50343.80343.680.50%0.50%0.69%1.03%
GRADE BREAK STA: 300+95.45
ELEV: 344.390
PVI: 343.15
PVI STA: 303+42.03
K: 24.89
25' VC
BVCS: 303+29.53BVCE: 343.21EVCS: 303+54.53EVCE: 343.21LOW PT: 303+42.04ELEV: 343.18PVI: 342.88
PVI STA: 306+04.46
K: 14.54
25' VC
BVCS: 305+91.96BVCE: 342.97EVCS: 306+16.96EVCE: 343.01LOW PT: 306+02.02ELEV: 342.93PVI: 343.80
PVI STA: 304+71.61
K: 20.94
25' VC
BVCS: 304+59.11BVCE: 343.74EVCS: 304+84.11EVCE: 343.71HI PT: 304+69.61ELEV: 343.76PVI: 343.99
PVI STA: 307+12.50
K: 16.38
25' VC
BVCS: 307+00.00BVCE: 343.86EVCS: 307+25.00EVCE: 343.93HI PT: 307+16.83ELEV: 343.95PROPOSED GRADE @
ROW CENTERLINE
EXISTING GRADE @
ROW CENTERLINE
EXISTING ELEVATION @
ROW CENTERLINE
PROPOSED ELEVATION @
ROW CENTERLINE
STA: 303+42.03, 14.92 L
IE: 339.71 12" (E)
RIM: 342.88
CB #55, CB TYPE 1
30 LF 12" CPEP STM @ 0.50%
STA: 303+42.03, 14.92 R
IE: 339.56 12" (W)
IE: 339.23 12" (N)
RIM: 342.88
CB #54, CB TYPE 1
262 LF 12" CPEP STM @ 0.50%
STA: 306+04.31, 14.92 R
IE: 337.92 12" (S)
IE: 337.92 12" (N)
RIM: 342.64
CB #53, CB TYPE 1
291 LF 12" CPEP STM @ 0.50%
EXISTING
4" Ø S.T.E.P.
SEWER MAIN
EXISTING 8" Ø
WATERMAIN
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: July 6, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-FRONTAGE.dwg
MOUNTAIN VIEW
ROAD OFFSITE
IMPROVEMENTS
C8.0
32
ADJUST VALVE BOX TO GRADE (TYP)
NOTES
1
1
CONSTRUCT DROP CURB PER CEMENT
CONCRETE APPROACH, MATCH EX DRIVEWAY
WIDTH, CONTRACTOR TO REBUILD DRIVEWAY
AS REQUIRED
2
START PROJECTSTA 300+89.492
2
2 MATCH LINE 307+50SEE SHEET C8.1MOUNTAIN VIEW ROAD & STORM PROFILE
SCALE: H:1"=30', V:1"=5'NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
MATCH LINE 307+50SEE SHEET C8.1355
350
345
340
335
330
MOUNTAIN VIEW ROADYELM AVE / HWY 510
MATCH
EXISTING
CURB
MATCH
EXISTING
CURB
325
EXISTING
SIDEWALK TO
REMAIN
CONSTRUCT ROADWAY
PER NEIGHBORHOOD
COLLECTOR ON SHEET C3.1
EXISTING CB
TO REMAIN
EXISTING ROW
EXISTING
LUMINAIRE
TO REMAIN
2
CONSTRUCT
ASPHALT RAMP
12:1 MAX SLOPE
09/16/2019
308+00 309+00 310+00 311+00 312+00 313+00 314+00
315+00
316+00
PI: 307+58.78
PI: 314+17.88
N5° 39' 19"E
212.84'
80+00
81+00DD D D D DDDDDDD
CB #50CB #48
CB #49
CB #52
CB #51
CB #6CB #7
N1° 53' 58"E
659.09'
343
343
344
344 343 342 341340339338337336
344
344
343
3423
4
3
34
2
34
1 341340339338337
40'
EXISTING
ROW
16'
16'
STA:308+47.66, 31.00'LT
END IMPROVEMENTS
MOUNTAIN VIEW ROAD STA: 311+27.78 =
ROAD "D" STA: 80+00.00
STA:314+17.88, 0.00'T
END SKIP CENTERLINE
AND NO PASS LINE
BEGIN DOUBLE YELLOW CL
AND BEGIN TAPER
STA:314+17.88, 15.00'LT
BEGIN TAPER
BEGIN WHITE EDGE LINE
16'
16'
CONSTRUCTION CL
STA:316+21.67, 9.85'LT
END TAPER
END WHITE EDGE LINE
STA:316+22.31, 0.00'T
END DOUBLE YELLOW CL
END TAPER
STA:316+22.25, 9.86'RT
END TAPER
END WHITE EDGE LINE
STA 311+27.78 (MT.VIEW RD)STA 80+00 ('D' ROAD) =PROPOSED 4"Ø SEWER
PROPOSED 8"Ø WATERELEV=344.24325
330
335
340
345
350
355
307+50343.80343.68308+00343.55343.43308+50343.30343.18309+00343.12343.23309+50343.35343.48310+00343.60343.73310+50343.85343.98311+00344.10344.23311+50344.14343.91312+00343.68343.45312+50343.22342.99313+00342.76342.52313+50342.29342.05314+00341.67341.09314+50340.32339.37315+00338.37337.46315+50336.74336.20316+00335.860.50%0.50%0.92%
4.00%
1.00%GRADE BREAK STA: 316+21.61END OF PROJECTELEV: 335.640PVI: 343.08
PVI STA: 308+95.01
K: 25.03
25' VC
BVCS: 308+82.51BVCE: 343.14EVCS: 309+07.51EVCE: 343.14LOW PT: 308+94.99ELEV: 343.11100' VC
PVI: 336.35
PVI STA: 315+50.55
K: 33.32
BVCS: 315+00.55BVCE: 338.35EVCS: 316+00.55EVCE: 335.85PVI: 344.28
PVI STA: 311+35.01
K: 17.56
25' VC
BVCS: 311+22.51BVCE: 344.22EVCS: 311+47.51EVCE: 344.16HI PT: 311+31.29ELEV: 344.24100' VC
PVI: 341.67
PVI STA: 314+17.55
K: 32.51
BVCS: 313+67.55BVCE: 342.13EVCS: 314+67.54EVCE: 339.67PROPOSED CL GRADE
EXISTING GRADE
EXISTING ELEVATION @
ROW CENTERLINE
PROPOSED ELEVATION @
ROW CENTERLINE
STA: 308+95, 14.08 R
IE: 336.47 12" (W)
IE: 336.47 12" (S)
IE: 336.47 12" (N)
RIM: 342.83
CB #48
48" TYPE 2 CB
29 LF 12" CPEP STM @ 9.79%
STA: 308+95, 14.92 L
IE: 339.31 12" (E)
RIM: 342.81
CB #49, CB TYPE 1
248 LF 12" CPEP STM @ 0.50%
STA: 311+42.90, 14.08 R
IE: 335.23 12" (E)
IE: 335.23 12" (S)
IE: 335.23 12" (N)
RIM: 343.92
CB #50, 48" TYPE 2 CB
257 LF 12" CPEP STM @ 0.77%
STA: 313+99.95, 14.92 R
IE: 337.55 8" (W)
IE: 337.22 12" (S)
RIM: 341.37
CB #52, CB TYPE 1
30 LF 8" CPEP STM @ 0.50%
STA: 314+00, 14.92 L
IE: 337.70 8" (E)
RIM: 341.37
CB #51, CB TYPE 1
EXISTING
4" Ø S.T.E.P.
SEWER MAIN
EXISTING 8" Ø
WATERMAIN
291 LF 12" CPEP STM @ 0.50%
EXISTING GRADE ALONG
CONSTRUCTION CENTERLINE
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH
DATE: July 6, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-FRONTAGE.dwg
MOUNTAIN VIEW
ROAD OFFSITE
IMPROVEMENTS
C8.1
33
PL
RELOCATE
EXISTING
MAILBOXES
RELOCATE
EXISTING
MAILBOX
RELOCATE
EXISTING
MAILBOX
RELOCATE
EXISTING
MAILBOX
RELOCATE
EXISTING
MAILBOX
CL ROW
CONSTRUCT ASPHALT RAMP
12:1 MAX SLOPE
CONSTRUCT ROADWAY PER
NEIGHBORHOOD COLLECTOR,
SEE SHEET C3.1
1
1
1
ADJUST VALVE BOX TO GRADE (TYP)
STA 308+32.01,31.89 LT
RELOCATE EXISTING
FIRE HYDRANT
R=15'R=15'
STA 314+17.88, 15.00' RT
BEGIN TAPER
BEGIN WHITE EDGE LINE
STA 310+82 TO 311+73
NO STRIPE308+22.66
31' LT
308+72.66
31' LT
STA 316+21.61END PROJECTSEE SHEET C4.0
2
3 REMOVE EXISTING FENCE
COORDINATE WITH OWNER
32
4
4
4
TELEPHONE PEDESTAL TO BE
RELOCATED BY OTHERS
RELOCATED
EX BLOWOFF
TV PEDESTAL TO BE
RELOCATED BY OTHERS
2 2
2
4"25"#3 BAR EACH SIDE
TOP AND BOTTOM
NOTES
34"
24"
30
"
20
"
5"
5"
6" OR 12"
ONE #3 BAR HOOP FOR
6" HEIGHT
TWO #3 BAR HOOPS
FOR 12" HEIGHT
ALL METAL PIPE
PIPE MATERIAL
MAXIMUM
INSIDE
DIAMETER
15"
12"
12"
15"
15"
4" MI
N. (
T
Y
P.)
26"(SEE
N
O
T
E
6)
22
"
(S
E
E
N
O
T
E
6
)
#3 BAR EACH CORNER
#3 BAR EACH
CORNER
18" MIN.
#3 BAR HOOP
SEE NOTE 1
ONE #3 BAR
ACROSS BOTTOM
1.As acceptable alternatives to the rebar
shown in the PRECAST BASE SECTION,
fibers (placed according to the Standard
Specifications), or wire mesh having a
minimum area of 0.12 square inches per
foot shall be used with the minimum
required rebar shown in the
ALTERNATIVE PRECAST BASE
SECTION. Wire mesh shall not be placed
in the knockouts.
2.The knockout diameter shall not be greater
than 18". Knockouts shall have a wall
thickness of 2" minimum to 2.5" maximum.
Provide a 1.5" minimum gap between the
knockout wall and the outside of the pipe.
After the pipe is installed, fill the gap with
joint mortar in accordance with Standard
Specification 9-04.3.
3.The maximum depth from the finished
grade to the lowest pipe invert shall be 5'.
4.The frame and grate may be installed with
the flange up or down. The frame may be
cast into the adjustment section.
5.The Precast Base Section may have a
rounded floor, and the walls may be sloped
at a rate of 1:24 or steeper.
6.The opening shall be measured at the top
of the precast base section.
7.All pickup holes shall be grouted full after
the inlet has been placed.
PIPE ALLOWANCES
WSDOT STD PLAN B-25.60-00MATCH LINE 307+50SEE SHEET C8.0MOUNTAIN VIEW ROAD & STORM PROFILE
SCALE: H:1"=30', V:1"=5'MATCH LINE 307+50SEE SHEET C8.1355
350
345
340
335
330 NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
CONSTRUCT DROP CURB PER CEMENT
CONCRETE APPROACH. MATCH EX
DRIVEWAY WIDTH. CONTRACTOR TO
REBUILD DRIVEWAY AS REQUIRED
CONCRETE INLET
PRECAST BASE SECTION
RECTANGULAR ADJUSTMENT SECTION
ALTERNATIVE PRECAST BASE SECTION
FRAME AND VANED GRATE
PROFILE WALL PVC
(STD. SPEC. 9-05.12(2))
SOLID WALL PVC
(STD. SPEC. 9-05.12(1))
CPSSP*
(STD. SPEC. 9-05.20)
REINFORCED OR
PLAIN CONCRETE
*CORRUGATED POLYETHYLENE
STORM SEWER PIPE
325
NOTE:
CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH
OF EXISTING UTILITIES PRIOR TO CONSTRUCTION
STA 308+25 TO 308+70
NO STRIPE
SKIP CENTERLINE
WITH NO PASS
LINE ON LEFT
SKIP CENTERLINE
WITH NO PASS
LINE ON LEFT
09/16/2019
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X KILLION ROADMOUNTAIN VIEW ROAD"STOP"2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
34
STKTDSTDW/RI
JULY 6, 2018
PERMIT SET
2180115.10
PHIL MITCHELL
910 TRAFFIC AVENUE
SUMNER, WA 98390-9208
MITCHELL
DEVELOPMENT II, LLC
THE HUTCH
Sec. 13, Twp. 17 N., Rge. 1 E., W.M.
YELM, WASHINGTON
THE HUTCH N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
DATE: July 2, 2018 FILENAME: Q:\2018\2180115\10_CIV\CAD\2180115-SH-EXST.dwg
EXISTING
CONDITIONS
C9.0
34MATCHLINE AMATCHLINE A MATCHLINE BMATCHLINE B
NN09/16/2019