2021.0028 MU Civil Plans (Approved) 10.19.2021T
TAHOMA BOULEVARD SE BERRY VALLEY RD SE
ROAD ATHE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24, TOWNSHIP
17 NORTH, RANGE 1 EAST, W.M.
EXCEPT COUNTY ROADS;
EXCEPT PORTION TAKEN FOR BERRY VALLEY ROAD PER AUDITOR'S
FILE NO. 3980984.
SITUATE IN THURSTON COUNTY, STATE OF WASHINGTON.
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED
GPS OBSERVATIONS USING WSRN AND GEOID 2012A.
NAD 1983/11
WASHINGTON STATE PLANE SOUTH PROJECTION, BASED ON GPS
OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF
MEASUREMENT ARE US SURVEY FEET.
T
FOUND MONUMENT AS NOTED
SET NAIL AND WASHER
SET REBAR AND CAP
FOUND PROPERTY CORNER
SIGN AS NOTED
TEST PIT
CLEANOUT
SANITARY SEWER MANHOLE
STORM CATCH BASIN
STORM MANHOLE
GAS VALVE
GUY ANCHOR
UTILITY POWER POLE
JUNCTION BOX
LUMINAIRE
COMMUNICATIONS MANHOLE
TELEPHONE VAULT
BLOW OFF VALVE
FIRE HYDRANT
IRRIGATION CONTROL VALVE
WATER METER
WATER VALVE
CONIFEROUS TREE AS NOTED
DECIDUOUS TREE AS NOTED
LEFT TURN ARROW
STRAIGHT ARROW
STORM LINE
SEWER LINE
WATER LINE
GAS LINE
ELECTRICAL LINE
COMMUNICATION LINE
OVERHEAD UTILITIES
FENCE
UNKNOWN VAULT
ASPHALT
CONCRETE
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
LEGAL DESCRIPTION
LEGEND
VERTICAL DATUM
BASIS OF BEARING
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
DATE: October 5, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-COVR.dwg
C0.1
1
COVER SHEET
AHBL ENGINEERS, PLANNERS, &
SURVEYORS
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: MATT WEBER, P.E.
SCHUUR BROTHERS CONSTRUCTION
9709 124TH ST E
PUYALLUP, WA 98371
PH: (253) 841-8888
CONTACT: MR. JERRY SCHUUR
OWNER/DEVELOPER
CIVIL ENGINEER
SURVEYOR
AHBL ENGINEERS, PLANNERS, &
SURVEYORS
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: DAVE FOLLANSBEE, PLS
EARTHWORK QUANTITIES
ADDRESS:15035 BERRY VALLEY RD SE
YELM, WA
TPN:21724420200
SITE AREA:4.99 AC
IMPERVIOUS: 2.94 AC (59%)
PERVIOUS:2.05 AC (41%)
SITE DATA
1ST
S
T
S
VICINITY MAP
SCALE: 1" = 1/4 MILE (1,320')
SITE
TAHOMA BLVD SE
BERRY VALLEY RD SE
E
Y
E
L
M
A
V
E
C
O
A
T
E
S
A
V
E
NW
LONGMIRE ST SECULLENS RD SE93RD AVE SE CRYSTAL SPRINGS ST NWTORNADO ALLEY
BLDG 1
BLDG 2
BLDG 3
BLDG 4
NATURE BY DESIGN
1320 ALAMEDA AVENUE, SUITE B
FIRCREST, WA 98466
PH. (253) 460-6067
CONTACT: KATHY OWENS
SOUND SOUTH GEOTECHNICAL CONSULTING
P.O.BOX 39500
LAKEWOOD, WA 98496
PH: (253) 973-0515
CONTACT: C PEDERSEN
GEOTECH
LANDSCAPE
ARCHITECT
MDP CONSULTING
P.O.BOX 1303
SUMNER, WA 98390
PH: (253) 286-7973
CONTACT:
IF WORKERS ENTER ANY TRENCH OR OTHER
EXCAVATION FOUR OR MORE FEET IN DEPTH
THAT DOES NOT MEET THE OPEN PIT
REQUIREMENTS OF WSDOT STANDARD
SPECIFICATIONS 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.
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.
AN AUTOCAD FILE IS AVAILABLE TO ASSIST THE
CONTRACTOR WITH SITE LAYOUT.
TRENCH NOTE
UTILITY NOTE
FILL SPECIFICATION
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.
TOPOGRAPHIC NOTE
AUTOCAD NOTE
EXISTING PROPOSED
FORCE MAIN
SEWER STEP TANK
SHEET INDEX
Sheet Number Sheet Title
C0.1 COVER SHEET
C0.2 EXISTING CONDITIONS
C1.0 TESC AND DEMOLITION PLAN
C1.1 TESC NOTES AND DETAILS
C1.2 TESC NOTES AND DETAILS
C2.0 HORIZONTAL CONTROL AND SURFACING PLAN
C2.1 SURFACING NOTES AND DETAILS
C2.2 SURFACING NOTES AND DETAILS
C3.0 GRADING AND DRAINAGE PLAN
C3.1 STORM TABLES
C3.2 SITE SECTIONS
C3.3 STORM PROFILES
C3.4 GRADING AND DRAINAGE NOTES AND DETAILS
C3.5 GRADING AND DRAINAGE NOTES AND DETAILS
C4.0 OVERALL SEWER AND WATER PLAN
C4.1 WATER PLAN AND PROFILE
C4.2 WATER PLAN AND PROFILE
C4.3 WATER PLAN AND PROFILE
C4.4 SEWER NOTES AND DETAILS
C4.5 SEWER NOTES AND DETAILS
C4.6 SEWER NOTES AND DETAILS
C4.7 WATER NOTES AND DETAILS
C4.8 WATER NOTES AND DETAILS
C4.9 WATER NOTES AND DETAILS
L1 LANDSCAPE PLAN
L2 SOUTH LANDSCAPE PLAN
L3 NORTH LANDSCAPE PLAN
L4 DETAIL SHEET
CUT = 3,070 CUBIC YARDS
FILL = 2,860 CUBIC YARDS
NET = 210 CUBIC YARDS (EXPORT)
NOTES:
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
AND FILL ADJUSTMENT FACTORS APPLIED TO
THEM, NOR DO THEY ACCOUNT FOR PAVEMENT,
SIDEWALK OR BUILDING SECTIONS.
TEMPORARY ACCESS TO
BERRY VALLEY RD SE.
ACCESS SHALL BE REMOVED
ONCE ACCESS TO ROAD A
IS AVAILABLE
10/19/2021
WELL HOUSE
APPROXIMATE LOCATION
OF EXISTING SEPTIC
DRAIN FIELD
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: September 9, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-EX-COND.dwg
C0.2
2
EXISTING
CONDITIONS
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF
THE SOUTHEAST QUARTER OF SECTION 24, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M.
EXCEPT COUNTY ROADS;
EXCEPT PORTION TAKEN FOR BERRY VALLEY ROAD PER AUDITOR'S FILE NO. 3980984.
SITUATE IN THURSTON COUNTY, STATE OF WASHINGTON.
LEGAL DESCRIPTION
TAHO
M
A
B
L
V
D
ROAD ANAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED
GPS OBSERVATIONS USING WSRN AND GEOID 2012A.
NAD 1983/11
WASHINGTON STATE PLANE SOUTH PROJECTION, BASED ON GPS
OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF
MEASUREMENT ARE US SURVEY FEET.
VERTICAL DATUM
BASIS OF BEARING
10/19/2021
IP
CD
ID TYP.
TYP.
INTERCEPTOR DITCH
0.30% MINIMUM
INTERCEPTOR DITCH
0.30% MINIMUM
INTERCEPTOR DITCH
0.30% MINIMUM 47.00'127.00'25' TYP.
FL: 344.44
FL: 346.02
FL: 346.94
FL: 347.18
CE
FL:345.29
FL: 344.84
FL: 344.56
FL:345.79
INTERCEPTOR DITCH
0.30% MINIMUM
FL: 345.04
FL: 347.62 342344346346346
3
4
8
346
346
346346346348350352
20'
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: September 9, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-TESC.dwg
C1.0
3
TESC AND
DEMOLITION PLANNGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
TAHOMA BLVD SEROAD 'A' (BY OTHERS)
BLDG 1
BLDG 2
BLDG 3
BLDG 4
FF: 347.75
FF: 347.38
FF: 346.78
FF: 346.43
BERRY VALLEY RDTESC AND DEMO LEGEND
INLET PROTECTION
CLEARING LIMITS
SILT FENCE
INTERCEPTOR DITCH
RIP-RAP PROTECTION
4"x6" SPALLS
DEMO EXISTING UTILITY
CONSTRUCTION ENTRANCE
REMOVE EXISTING ASPHALT
REMOVE EXISTING FENCE
EXISTING GRADE CONTOUR
ROCK CHECK DAM
EMERGENCY OVERFLOW SPILLWAY
EXISTING TREE TO BE REMOVED
SF
CL
IP
CE
ELEV
CONSTRUCTION SEQUENCE
1.ARRANGE AND ATTEND PRE-CONSTRUCTION CONFERENCE WITH THE CITY
OF YELM AND CONFIRM REQUIRED INSPECTIONS.
2.STAKE CLEARING AND GRUBBING LIMITS.
3.INSTALL PERIMETER CONTROLS INCLUDING FILTER FABRIC FENCE,
OFFSITE INLET PROTECTION, AND CONSTRUCTION ENTRANCE.
4.FLAG INFILTRATION AREA TO LIMIT COMPACTION AND SEDIMENT LADEN
RUNOFF FROM THIS AREA.
5.INSTALL/IMPLEMENT EROSION CONTROL BMPS.
6.CONSTRUCT TEMPORARY SEDIMENT CONTROL POND PER PLAN.
7.PROVIDE SITE DEMOLITION AND ABANDON/DECOMISSION WELL AND
SEPTIC TANK PER HEALTH DEPARTMENT STANDARDS.
8.CLEAR AND GRUB SITE AS NECESSARY TO INSTALL SITE IMPROVEMENTS.
DURING WET SEASON, DO NOT CLEAR ANY MORE AREA THAN CAN BE
STABILIZED, PER THE GRADING AND EROSION CONTROL PLAN, IN A GIVEN
WORKDAY. DO NOT COMPACT INFILTRATION AREAS.
9.GRADE SITE PER GRADING PLAN.
10.INSTALL STORM SYSTEM PER PLANS. INSTALL INLET PROTECTION FOR
NEW CATCH BASINS.
11.INSTALL FORCE MAIN AND STEP SYSTEM TANKS.
12.INSTALL WATER MAIN AND FIRE SUPPRESSION LINES.
13.CONSTRUCT DRIVE AREAS.
14.INSTALL INFILTRATION TRENCH & PERKFILTER VAULT. DO NOT PLACE
INFILTRATION TRENCH ON LINE UNTIL THE SITE IS FULLY STABILIZED.
15.STABILIZE UNPAVED AREAS OF THE SITE BY HYDRO-SEEDING OR OTHER
APPROPRIATE METHODS PER THE EROSION CONTROL NOTES.
16.ONCE THE SITE HAS BEEN FULLY STABILIZED PLACE INFILTRATION
FACILITIES ONLINE.
17.PAVE ONSITE DRIVE AREAS.
18.REMOVE ALL TEMPORARY EROSION CONTROL FACILITIES AFTER SITE HAS
BEEN PERMANENTLY STABILIZED AND APPROVED BY THE CITY.
19.CLEAN STORM DRAINAGE SYSTEM PIPING AND CATCH BASINS.
20.CALL FOR FINAL INSPECTION(S).
CONTRACTOR TO STABILIZE ALL
DISTURBED PORTIONS OF THE
SITE USING SEED, MULCH, OR
OTHER ENGINEER APPROVED BMP
IN ACCORDANCE WITH SWMM.
SF
CL
PROPOSED TEMPORARY
INFILTRATION POND
BOTTOM INFILTRATION ELEV: 341.50
BOTTOM AREA: 1,998± SF
SILT FENCE
1
C1.1
3
C1.1
3
C1.1
1
C1.2
5
C1.1
4
C1.1
51 LF 12" CPEP TO LEVEL
SPREADER, MAINTAIN 1%
MIN. SLOPE
EMERGENCY OVERFLOW
SPILLWAY, SEE DETAIL
4
C1.1
SEDIMENT POND RISER 6
C1.1
CD
ID
KEY IN 6-FOOT
BERM PER DETAIL
5
C1.1
PROTECT
EXISTING
ASPHALT
PROTECT
EXISTING UTILITY
PROTECT
EXISTING UTILITY
PROTECT
EXISTING UTILITY
DEMOLISH
EXISTING BUILDING
DEMOLISH
EXISTING BUILDING
REMOVE EXISTING
GRAVEL AS NECESSARY
DEMOLISH
EXISTING BUILDING
PROTECT FUTURE
INFILTRATION AREA
SUBGRADE
1
C1.2
REMOVE EXISTING CONCRETE
DRIVEWAY TO NEXT NEAREST
JOINT AFTER CONTRUCTION IS
COMPLETE. REFER TO SHEET x
FO CURB, GUTTER & SIDEWALK
REPLACEMENT
USE EXISTING
PAVED DRIVEWAY
FOR STABILIZED
CONSTRUCTION
ENTRANCE
ACCESS
THE EXISTING WELL SHALL BE DECOMMISSIONED
ACCORDING TO DEPARTMENT OF ECOLOGY
STANDARDS AND WATER RIGHTS, IF ANY, SHALL
BE DEDICATED TO THE CITY.
EXISTING SEPTIC SYSTEM SHALL BE
DECOMMISSIONED ACCORDINGLY TO THURSTON
CO. HEALTH DEPARTMENTS STANDARDS.
10/19/2021
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: September 9, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-TESC.dwg
C1.1
4
TESC NOTES AND
DETAILS
OVERFLOW SPILLWAY
8.1' MINIMUM WIDTH
0.8'
0.5' OF 3 4" -3" WASHED ROCK
0.5' OF QUARRY SPALLS
3
1
SPILLWAY ELEVATION POND 1 = 345.2
12" CPEP
BERM ELEVATION: POND 1 = 346.0
6' MIN.
MAX WATER SURFACE ELEV. POND 1 = 345.0
OUTLET ELEV. POND 1 = 342.0
BOTTOM ELEVATION POND 1 = 341.5 2:1
MAX
.3H:1V MAX.3H:1V
MAX
.
MIN 3' SETTLING DEPTH
NOTES:
1. A STAFF GAUGE SHALL BE PLACE IN THE POND WITH 1 FOOT
MEASUREMENTS SHOWN TO A HEIGHT OF 5 FEET ABOVE POND
BOTTOM TO MONITOR SEDIMENT LEVELS.
PRIMARY OVERFLOW,
PROVIDE TRASH RACK
SEDIMENT POND RISER
SEDIMENT STORAGE
0.5' MIN.
2.6-2.7'
DISCHARGE PER
PLANS
EMBANKMENT COMPACTED TO 95%,
PERVIOUS MATERIAL SUCH AS GRAVEL
OR CLEAN SAND SHALL NOT BE USED
PER PLANS
EMERGENCY SPILLWAY
SPILLWAY ELEVATION: POND 1 = 345.2
POND 1 = 1.0'
0.8' SPILLWAY
(0.5' FREEBOARD
+ 0.3' PONDING)
CONCRETE BASE
1
3' MIN.
18" MIN.
6" MIN.
2.0' MIN.
PROVIDE ADEQUATE
STRAPPING
48" CORRUGATED
METAL RISER
PROMINENT FOOT MARKINGS
ON RISER SHOWING HEIGHT
ABOVE POND BOTTOM
DEWATERING ORIFICE,
SCHEDULE 40 STEEL STUB
POND 1= 2.6"
TACK
WELD
WATERTIGHT
COUPLING
DISCHARGE
PER PLAN
SEE SEDIMENT POND
SECTION FOR OUTLET
ELEVATION
ALTERNATE: METAL STAKES
AND WIRE MAY BE USED TO
PREVENT FLOTATION
8" PERFORATED
POLYETHYLENE DRAINAGE
TUBING, TUBING SHALL
COMPLY WITH ASTM F667
AND AASHTO M294
POLYETHYLENE
CAP
SHUT-OFF VALVE,
EXTEND OPERATING HANDLE
TO TOP OF RISER
CHECK DAM
20 5
10 10
6 15
5 20
4 25
2 50
100
%
1
SPACING (FT.)
DITCH SLOPE
CHECK DAM SPACING
A AND B ARE OF EQUAL ELEVATION
L = THE DISTANCE SUCH THAT POINTS
2:1 SLOPES
3:
1
L
A
TOP OF DITCH
B3:12"-4" ROCK
24" MIN.
BOTTOM AND SIDES OF THE DITCH
ROCK MUST COMPLETELY COVER THE
6" MIN.
EMERGENCY OVERFLOW SPILLWAY
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.
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"
1 NOT TO SCALE
INLET SEDIMENT PROTECTION 2 NOT TO SCALE
GRAVEL CHECK DAM 3 NOT TO SCALE
CONSTRUCTION ENTRANCE
4 NOT TO SCALE
EMERGENCY OVERFLOW SPILLWAY 5 NOT TO SCALE
SEDIMENT POND SECTION 6 NOT TO SCALE
SEDIMENT POND RISER
10/19/2021
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: September 9, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-TESC.dwg
C1.2
5
TESC NOTES AND
DETAILS
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
1 NOT TO SCALE
SILTATION FENCE
10/19/2021
5.00'
SIDEWALK
1.50'
24'
ASPHALT RAISED
EDGE CURB
(5,250 SF)
(9,700 SF)
(10,360 SF)(10,360 SF)
R20.0'
R2.5'
R2.5'
R2.5'R2.5'R2.5'R20.0'
R2.5'
R2.5'
R20.0'
R2.5'R2.5'R2.5'R2.5'
R20.0'
R2.5'
R2.5'
R2.5'
R20.0'
R46.0'
R20.0'
R2.5'
R2.5'
R20.0'
R2.5'R2.5'R2.5'R2.5'R20.0'
R2.5'
R2.5'
R2.5'
R18'
R18'
R18'
R20.0'
EC
ECEC
ECECECEC
EC
EC
EC
ECECECECECECEC
ECEC
EC
EC
EC
ECECECECECECNCNC
NC NC
NC NC NCNCNCNCNCNCNCNCSTORMWATER TREATMENT VAULT
(5) 16 UNIT CBU
MAILBOX CLUSTER
CONTRACTOR TO COORDINATE
FINAL LOCATION WITH USPS
R2.50'
RAMP
LANDING
EC
R40.00'
R10.00'
R44.00'
R16.00'
FUTURE CURB TO BE PROVIDED
WHEN FINAL CONNECTIONS TO ROAD A
ARE MADE AND THE TEMPORARY ACCESS
IS REMOVED
PROPSOED
STEP TANK
LOCATION(S)
(TYP)
S1° 30' 17"W
596.42'
S1° 30' 43"W
1323.42'N88° 14' 50"W1326.63'N88° 13' 17"W199.33'L=152.82'R=547.00'Δ=16°00'26"26.00'
26.00'
XX
X
X
VARIES
39.12'
EC
R2.50'R2.50'R2.50'
R2.50'
CONCRETE SURFACING
STANDARD DUTY
ASPHALT PAVEMENT
EXTRUDED CURB EC
NO CURB NC
CHANGE IN CURB TYPE X
CONCRETE WHEELSTOP
LEGEND
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: October 18, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-CNTRL.dwg
C2.0
6
HORIZONTAL
CONTROL AND
SURFACING PLANNGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
20.00'
(TYP)
26'
20.00'26'20'
20.00'
26'
20.00'26'20'
5'
9.00' (TYP)
9'
(TYP)
9' (TYP)
20.00'
26'
26'20'
5'
26.00'
19'
VARIES (8.5±)
30.00'
VARIES
VARIES
74.75'
89.02'
74.75'
74.75'
167.19'
74.75'
BLDG 1
BLDG 2 BLDG 3 BLDG 4
ACCESSIBLE PARKING STALLS
5' SIDEWALK
(TYP)
5.00'
8' SIDEWALK
8' SIDEWALK
11.13'12.67'
21.79'
11.13'
INFILTRATION GALLERY
2,520 SF FOOTPRINT
(126' X 20' X 4')
TRASH ENCLOSURE.
REFER TO ARCHITECTURAL PLANS
TRASH ENCLOSURE.
REFER TO ARCHITECTURAL PLANS
ROAD A
ACCESSIBLE
PARKING
STALLS
ACCESSIBLE
PARKING
STALLS
5' SIDEWALK TAHOMA BLVD.20.00'
(TYP)
PARKING NOTES
NUMBER OF PARKING STALLS REQUIRED: 137
1-2 BED UNITS: 62 (93 STALLS)
3 BED UNITS: 18 (36 STALLS)
TOTAL UNITS: 80 (8 GUEST STALLS)
NUMBER OF PARKING STALLS PROVIDED: 180
NUMBER OF ADA STALLS: 8
1.ALL STALLS TO BE 9' W X 20' L UNLESS NOTED
OTHERWISE
2.CONCRETE WHEELSTOPS TO BE PROVIDED WHERE
STALLS ARE ADJACENT TO FLUSH CURB OR NO CURB
8.40'
11 10
11 10
10 10
10 10
20
9
2020
20
9
OPEN SPACE
NAD 1983/11
WASHINGTON STATE PLANE SOUTH PROJECTION, BASED ON GPS
OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF
MEASUREMENT ARE US SURVEY FEET.
BASIS OF BEARING
(BY OTHERS)
23.65'
8.00'
7.68'
39.33'
30.00'
1
C2.1
4
C2.1
3
C2.1
5
C2.1
5
C2.1
5
C2.1
6
C2.1
1
C2.2
TEMPORARY ACCESS TO BERRY AVE.
REMOVE ACCESS AND RESTORE TO ORIGINAL
CONDITION ONCE FINAL CONNECTIONS TO
ROAD A ARE MADE.
SAW CUT AS NEEDED TO PROVIDE
TEMP. ACCESS
BERRY AVE.5.00' MIN
7
C2.1
5
C2.1
ACCESSIBLE
PARKING
STALLS
VAN ACCESSIBLE
STALL
VAN ACCESSIBLE
STALL
VAN ACCESSIBLE
STALL
VAN ACCESSIBLE
STALL
10/19/2021
9.00'9.00'9.00'
20.00'
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: October 18, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-CNTRL.dwg
C2.1
7
SURFACING NOTES
AND DETAILS
2"
4"
NOTES:
1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2.THE CONTRACTOR SHALL EXPOSE EXISTING SUBGRADE, PROOF
ROLL AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE
ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH
IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL
REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL
ENGINEER.
CRUSHED SURFACING
BASE COURSE PER
WSDOT 9.03-9(3)
HMA CLASS 1/2", PG 64-22
6"10"
5"2.5"CURB, WSDOT SPEC.
8-04
CEMENT CONCRETE
FOR FILL BEHIND CURBS
SEE LANDSCAPE PLAN6"2.5"CUT/SAWED JOINT
BOTTOM OF
@ 15' INTERVAL
1"0.02 FT/FT
COMPACTED SUBGRADE
PER PLAN
NOTES:
4" CEMENT CONCRETE SIDEWALK
2" CRUSHED SURFACING TOP COURSE
1.CEMENT CONCRETE SHALL BE CLASS B 3000.
2.COMPACTION FOR CONCRETE WALKS TO BE 95% MAXIMUM DENSITY.
3.EXPANSION JOINTS CONSISTING OF 3/8" BY 4" PREMOLDED JOINT
MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS, OR AS DIRECTED BY
THE ARCHITECTURAL PLANS. 1/4" EDGE GROOVE SHALL BE PROVIDED AT
JOINT EDGES.
4.SEE ARCHITECTURAL PLANS FOR JOINT PATTERNS.
1/4" EDGED GROOVE
24" MIN. DEPTH STRUCTURAL
FILL COMPACTED TO 95%
`
RAMP
3/16"1 5/8"2 3/8"
5/8"
7/16"
7/8"1 7/16"
3/4"
1 1/2"
C
D
A
B
A B
A
B
C
D
MIN MAX
DETECTABLE WARNING PATTERN AREA
SHALL BE YELLOW, IN COMPLIANCE WITH
WSDOT STANDARD SPEC. 8-14.3(3)
N
NOTE:
ACCESSIBLE PARKING AREA SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION
ACCESSIBLE PARKING
SIGNAGE AND SYMBOLS
(TYP)
5.00'
DETECTABLE WARNING
SURFACE (TYP)
1 NOT TO SCALE
CEMENT CONCRETE SIDEWALK 2 NOT TO SCALE
DETECTABLE WARNING SURFACE
3 NOT TO SCALE
EXTRUDED CURB 4 NOT TO SCALE
PAVEMENT SECTION
5 NOT TO SCALE
ACCESSIBLE PARKING
6 NOT TO SCALE
MAILBOX CLUSTER
2
C2.1
2
C2.2
7 NOT TO SCALE
ASPHALT RAISED EDGE CURB
10/19/2021
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: October 18, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-CNTRL.dwg
C2.2
8
SURFACING NOTES
AND DETAILS
PROPOSED
GRADE
R7-8a SIGN AT VAN
ACCESSIBLE STALL
2500 PSI CONCRETE
2" DIA. G.I.P.
SCH. 40
R7-8A R7-801
11/97
DIMENSIONS (INCHES)
A B C D E F G H J K L
12 18 3/8 5/8 2C 3/4C 1 1/2 3/4 6 1 1/2
COLORS:
LEGEND - GREEN (REFL)
SYMBOL - BLUE (REFL)
BACKGROUND - WHITE (REFL)
6"7"3"2'-10"11"10"
NOTES:
1.CONCRETE FOOTING
SHALL BE 1'Ø x 2'
DEEP WITH TOP OF
FOOTING 3" BELOW
FINISHED GRADE.
3" WIDE PAINT
STRIP TRAFFIC
LINE WHITE
PROVIDE SYMBOL IN ALL ADA
ACCESSIBLE PARKING STALLS
ATTACHMENT DETAIL
ELEVATION
PLAN
NOTE:
SET WHEEL STOP 9" FROM ASPHALT EDGE
PER
5"1"
12" MIN.
3:1 SAND AND
CEMENT GROUT
1" DEPTH
2 NOT TO SCALE
ACCESSIBLE PARKING SIGNAGE AND SYMBOLS1NOT TO SCALE
CONCRETE WHEELSTOP
10/19/2021
BLDG 1
BLDG 2 BLDG 3 BLDG 4
346
349
346346345348S1° 30' 43"W
641.71'S88° 14' 50"E344.86'S1° 30' 17"W
596.42'
N88° 13' 17"W
199.33'
Δ=16°00'26"
R=547.00'
L=152.82'
CB# 1
RIM: 348.19
CB# 3
RIM: 348.73
CB# 4
RIM: 348.12
CB# 14
RIM: 347.89
CB# 16
RIM: 346.29
CB# 5
RIM: 346.75
CB# 13
RIM: 346.75
CB# 9
RIM: 344.80
CB# 6
RIM: 345.61
CO# 3
RIM: 346.07
CO# 1
RIM: 344.11
CO# 2
RIM: 345.43
CB# 12
RIM: 345.61
CB# 7
RIM: 344.47
CB# 17
48" TYPE 2
RIM: 344.60
CB# 11
RIM: 344.47
CB# 8
STORMFILTER VAULT
RIM: 341.54
FF: 349.10
FF: 347.75 FF: 347.56 FF: 346.50
FG: 348.72
FG: 349.42
FG: 348.18
FG: 347.40
FG: 347.14
FG: 345.57
FG: 345.32
FG: 349.12
FG: 349.25
FG: 348.72 FG: 348.90
FG: 349.42
FG: 349.47
FG: 350.85
FG: 349.50
FG: 349.50
FG: 351.86
FG: 349.46
FG: 347.19
FG: 346.55
FG: 346.25
FG: 344.70
FG: 345.16
FG: 345.32
FG: 345.23
FG: 347.40
FG: 346.82
FG: 345.58
FG: 347.65
FG: 347.59
FG: 347.59
FG: 347.40
FG: 347.40
FG: 346.52
FG: 346.42
FG: 346.34
FG: 346.42
FG: 346.88
FG: 345.00
CB# 2
RIM: 348.19
CB# 15
RIM: 346.29
CB# 10
RIM: 344.99
YD# 8
RIM: 346.26
RDCO# 25
RIM: 346.40
RDCO# 26
RIM: 346.43
RDCO# 27
RIM: 346.25
RDCO# 28
RIM: 346.50
RDCO# 29
RIM: 346.49
RDCO# 30
RIM: 346.45
RDCO# 31
RIM: 346.20
RDCO# 32
RIM: 346.37
RDCO# 33
RIM: 346.27
YD# 5
RIM: 345.79
RDCO# 34
RIM: 346.38
YD# 6
RIM: 345.75
RDCO# 35
RIM: 346.09
RDCO# 19
RIM: 347.27
RDCO# 20
RIM: 347.56
RDCO# 18
RIM: 347.34
RDCO# 16
RIM: 347.51
RDCO# 17
RIM: 347.56
RDCO# 21
RIM: 347.40
RDCO# 15
RIM: 347.55
RDCO# 14
RIM: 347.52
RDCO# 22
RIM: 347.54
RDCO# 23
RIM: 347.33
RDCO# 24
RIM: 347.56
RDCO# 13
RIM: 347.48
RDCO# 6
RIM: 347.71
RDCO# 5
RIM: 347.72
RDCO# 7
RIM: 347.75
RDCO# 3
RIM: 347.60
YD# 1
RIM: 346.99
RDCO# 2
RIM: 347.65
YD# 2
RIM: 346.86
RDCO# 1
RIM: 347.30
RDCO# 4
RIM: 347.74
RDCO# 8
RIM: 347.75
RDCO# 10
RIM: 347.57
YD# 3
RIM: 346.89
RDCO# 11
RIM: 347.61
RDCO# 12
RIM: 347.75
RDCO# 9
RIM: 347.71
RDCO# 42
RIM: 349.03
RDCO# 43
RIM: 348.97
RDCO# 41
RIM: 349.11
RDCO# 38
RIM: 348.92
RDCO# 37
RIM: 349.10
RDCO# 36
RIM: 349.07
RDCO# 39
RIM: 349.02
RDCO# 40
RIM: 349.18
RDCO# 44
RIM: 346.50
FG: 344.60
FG: 344.60
FG: 341.95
FG: 340.89
FG: 339.90
FG: 345.72
FG: 345.12FG: 346.10
FG: 346.19 FG: 346.20
FG: 346.28
FG: 346.55
FG: 346.89
FG: 346.89
FG: 347.22
FG: 347.26
FG: 347.48
FG: 347.59
FG: 347.21
FG: 347.59
FG: 347.24 FG: 347.17
FG: 347.40
FG: 347.40
FG: 347.14
FG: 345.93
FG: 346.34
FG: 346.04
FG: 347.03
FG: 346.17
FG: 345.94
FG: 346.17 FG: 345.96
FG: 344.63
FG: 347.22
FG: 346.84
FG: 346.84
FG: 346.54
FG: 348.34FG: 348.43
FG: 348.19
FG: 348.50 FG: 348.42
FG: 349.25
FG: 348.81
FG: 349.50
FG: 348.79 FG: 348.90
FG: 348.60
FG: 348.90
FG: 349.02
FG: 347.70
FG: 347.65
FG: 349.17
FG: 349.25 FG: 348.42
FG: 348.33
FG: 348.49
FG: 348.42
FG: 348.18
FG: 345.57
FG: 345.61
FG: 348.19
FG: 351.30
FG: 352.11 FG: 347.12 FG: 346.61
FG: 348.90
FG: 348.98
FG: 348.98
FG: 347.52
FG: 346.52
FG: 346.44
FG: 346.50 FG: 346.42
FG: 346.34
FG: 348.98
FG: 348.99
FG: 348.81
FG: 348.80
FG: 351.58 FG: 350.59 FG: 347.39
FG: 347.00
FG: 347.67
FG: 347.67
FG: 347.68347
347348FG: 347.70
FG: 347.46
FG: 347.46
FG: 346.04
FG: 346.34
109 LF 12"
CPEP @ 0.50%
54 LF 12"
CPEP @ 0.50%
137 LF 12" CPEP @ 0.50%
137 LF 12" CPEP @ 0.50%72 LF 12"CPEP @ 0.50%51
L
F
8
"
CP
E
P
@
1
.
4
0
%
49 LF 8"
CPEP @ 1.72%
114 LF 12" CPEP @ 0.50%
114 LF 12" CPEP @ 0.78%
34 LF 12" CPEP @ 3.10%34 LF 12"
CPEP @ 0.50%
16 LF 12" CPEP @ 0.50%194 LF 12" CPEP @ 0.50%47 LF 12"
CPEP @ 0.50%
114 LF 12" CPEP @ 0.50%
114 LF 12" CPEP @ 0.50%72 LF 12" CPEP @ 0.50%46 LF
8
"
CPEP
@
1
.
5
4
%
48
L
F
8
"
CP
E
P
@
1
.
7
2
%
114 LF 12" DI CL52 @ 0.50%56 LF 8" CPEP @ 0.50%
47 LF 12" CPEP @ 0.50%
45 LF 12"
CPEP @ 0.62%
49 LF 8" CPEP
@ 1.42%
54 LF 8"
CPEP @ 0.50%
FG: 348.72
FG: 348.72
FG: 349.50
FG: 348.73
FG: 349.12
FG: 344.86
FG: 347.04
YD# 4
RIM: 346.65
YD# 7
RIM: 347.11
47 LF 8"
CPEP @ 0.50%44 LF 8"
CPEP @ 0.50%
RD #(2)
RD #(3)RD #(4)RD #(5)RD #(6)
RD #(1)
RD #(7)
RD #(8)
RD #(15)
RD #(14)
RD #(13)
RD #(12)
RD #(11)
RD #(9)
RD #(10)
RD #(19)
RD #(20)
RD #(21)
RD #(30)
RD #(31)
RD #(28)
RD #(18)
RD #(17)
RD #(23)
RD #(24)
RD #(22)
RD #(25)
RD #(27)
RD #(39)
RD #(38)
RD #(37)
RD #(36)
RD #(35)
RD #(34)
RD #(32)
RD #(33)
RD #(29)
345
3453453453453
4
5
350
3
4
6 346346346
3
4
7 3473483
4
83493
4
9
3
4
9
351
351352345343344347347347FG: 345.30
FG: 344.00
FG: 340.57
FG: 342.16
344343342341SEE GRADING ENLARGEMENT
THIS SHEET
FG: 346.52
FG: 346.54
RAMP SLOPE
7.20%
FG: 347.52 FG: 346.52
FG: 346.55
RAMP SLOPE
7.20%
FG: 346.85
FG: 345.95 FG: 345.91 FG: 345.01
4.67'
10.00'
5.00'
2.85'
13.00'
5.00'
14.20'
FG: 344.04
FG: 345.00
FG: 344.94
FG: 344.87
FG: 344.87
FG: 344.12
FG: 344.12
FG: 344.09
FG: 344.09
FG: 343.07
FG: 343.07
FG: 343.07
FG: 343.12
FG: 341.98
FG: 341.96
7.
5
0
%
7.63%7.54%1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: October 5, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-GRAD.dwg
C3.0
9
GRADING AND
DRAINAGE PLAN
3H:1V
MAX SLOPE
INFILTRATION GALLERY
2,540 SF FOOTPRINT
(127' X 20' X 4')
127 LF 12" PERF PVC @ 0.0%
10' O.C
GRADE
BREAK
(TYP)NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
ROAD A TAHOMA BLVDEARTHWORK QUANTITIES
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY
CORRECTED GPS OBSERVATIONS USING WSRN AND
GEOID 2012A.
VERTICAL DATUM
(BY OTHERS)
CUT = 3,070 CUBIC YARDS
FILL = 2,860 CUBIC YARDS
NET = 210 CUBIC YARDS (EXPORT)
NOTES:
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
AND FILL ADJUSTMENT FACTORS APPLIED TO
THEM, NOR DO THEY ACCOUNT FOR PAVEMENT,
SIDEWALK OR BUILDING SECTIONS.
NO WORK SHALL OCCUR
WEST OF PROPERTY LINE UNTIL
RIGHT-OF-WAY
IS DEDICATED TO THE CITY OF YELM
1
C3.3
1
C3.3
2
C3.3
2
C3.3
3
C3.3
4
C3.3
STORM NOTES
1.BMP T5.13 POST CONSTRUCTION SOIL QUALITY
AND DEPTH TO BE APPLIED AT ALL DEVELOPED,
NON STRUCTURAL, LAWN AND LANDSCAPE
AREAS ON ALL LOTS AND TRACTS.
IMPLEMENTATION OF BMP T5.13 ON INDIVIDUAL
LOTS SHALL BE CONDUCTED IN CONJUNCTION
WITH FINISH LANDSCAPING DURING BUILD-OUT
PHASE OF EACH LOT.
2.ALL STORM PIPE TO BE CPEP UNLESS
OTHERWISE NOTED.
3.MINIMUM SLOPE FOR ALL STORM LINES IS TO BE
0.50% UNLESS OTHERWISE NOTED.
4.REFER TO SHEET C3.1 FOR STRUCTURE RIM AND
INVERT INFORMATION
1
C3.4
2
C3.4 BERRY AVE1 SCALE: 1"=10'
PEDESTRIAN RAMP
N
1
C3.0
10/19/2021
STORM STRUCTURE TABLE
STRUCTURE NAME
CB# 1
TYPE 1
N 594352.62
E 1110857.01
CB# 2
TYPE 1
N 594349.75
E 1110965.61
CB# 3
TYPE 1
N 594348.31
E 1111019.91
CB# 4
TYPE 1
N 594485.75
E 1111023.54
CB# 5
TYPE 1
N 594623.19
E 1111027.16
CB# 6
TYPE 1
N 594737.14
E 1111030.17
CB# 7
TYPE 1
N 594850.64
E 1111033.17
CB# 8
STORM FILTER VAULT
N 594884.20
E 1111034.05
CB# 9
TYPE 1
N 594885.10
E 1110999.84
CB# 10
TYPE 1
N 594890.18
E 1110806.41
CB# 11
TYPE 1
N 594858.06
E 1110772.56
CB# 12
TYPE 1
N 594744.02
E 1110769.58
CB# 13
TYPE 1
N 594630.06
E 1110766.56
CB# 14
TYPE 1
N 594516.10
E 1110763.52
CB# 15
TYPE 1
N 594628.17
E 1110838.20
CB# 16
TYPE 1
N 594625.08
E 1110955.52
CB# 17
48" TYPE 2
N 594903.82
E 1111029.54
CO# 1
CO
N 594913.82
E 1111029.78
CO# 2
CO
N 594917.28
E 1110897.61
CO# 3
CO
N 594907.30
E 1110897.25
STRUCTURE DETAILS
RIM = 348.19
IE = 345.12 (12" E)
RIM = 348.19
IE = 344.58 (12" W)
IE = 344.58 (12" E)
IE = 344.91 (8" N)
RIM = 348.73
IE = 344.31 (12" W)
IE = 344.31 (12" N)
RIM = 348.12
IE = 343.62 (12" N)
IE = 343.62 (12" S)
IE = 343.62 (12" W)
RIM = 346.75
IE = 342.93 (12" S)
IE = 342.93 (12" N)
IE = 342.93 (12" W)
RIM = 345.61
IE = 342.36 (12" S)
IE = 342.36 (12" N)
IE = 342.36 (12" W)
RIM = 344.47
IE = 341.47 (12" S)
IE = 341.47 (12" N)
RIM = 341.54
IE = 340.43 (12" S)
IE = 340.42 (12" W)
RIM = 344.80
IE = 340.59 (12" W)
IE = 340.59 (12" E)
IE = 340.92 (8" S)
RIM = 344.99
IE = 341.56 (12" SW)
IE = 341.56 (12" E)
IE = 341.89 (8" SE)
RIM = 344.47
IE = 341.79 (12" S)
IE = 341.79 (12" NE)
RIM = 345.61
IE = 342.36 (12" N)
IE = 342.36 (12" S)
IE = 342.36 (12" E)
RIM = 346.75
IE = 342.93 (12" N)
IE = 342.93 (12" S)
IE = 342.93 (12" E)
RIM = 347.89
IE = 343.83 (8" E)
IE = 343.50 (12" N)
RIM = 346.29
IE = 343.29 (12" W)
IE = 343.62 (8" S)
IE = 343.62 (8" NE)
RIM = 346.29
IE = 343.62 (8" S)
IE = 343.29 (12" E)
IE = 343.62 (8" N)
RIM = 344.60
IE = 337.30 (12" S)
IE = 337.30 (12" N)
IE = 337.30 (12" W)
RIM = 344.11
IE = 337.30 (12" S)
IE = 337.30 (12" W)
RIM = 345.43
IE = 337.30 (12" E)
RIM = 346.07
IE = 337.30 (12" E)
STORM STRUCTURE TABLE
STRUCTURE NAME
RDCO# 1
CO
N 594511.23
E 1110891.61
RDCO# 2
CO
N 594512.24
E 1110853.25
RDCO# 3
CO
N 594515.13
E 1110819.19
RDCO# 4
CO
N 594579.21
E 1110893.39
RDCO# 5
CO
N 594585.23
E 1110855.36
RDCO# 6
CO
N 594579.11
E 1110820.87
RDCO# 7
CO
N 594547.16
E 1110818.53
RDCO# 8
CO
N 594578.06
E 1110936.84
RDCO# 9
CO
N 594575.17
E 1110970.90
RDCO# 10
CO
N 594510.09
E 1110935.05
RDCO# 11
CO
N 594511.19
E 1110969.22
RDCO# 12
CO
N 594543.14
E 1110971.56
RDCO# 13
CO
N 594679.62
E 1110823.51
RDCO# 14
CO
N 594671.03
E 1110859.00
RDCO# 15
CO
N 594675.35
E 1110903.32
RDCO# 16
CO
N 594675.46
E 1110982.77
RDCO# 17
CO
N 594673.74
E 1110950.69
RDCO# 18
CO
N 594742.66
E 1110951.45
RDCO# 19
CO
N 594738.82
E 1110986.38
RDCO# 20
CO
N 594707.57
E 1110986.52
STRUCTURE DETAILS
RIM = 347.30
IE = 344.44 (8" S)
RIM = 347.65
IE = 344.61 (8" W)
RIM = 347.60
IE = 344.44 (8" E)
IE = 344.44 (8" S)
RIM = 347.74
IE = 344.52 (8" W)
RIM = 347.72
IE = 344.33 (8" E)
IE = 344.33 (8" W)
IE = 344.33 (8" N)
RIM = 347.71
IE = 344.50 (8" E)
IE = 344.50 (8" S)
RIM = 347.75
IE = 344.66 (8" N)
RIM = 347.75
IE = 344.33 (8" E)
IE = 344.33 (8" N)
RIM = 347.71
IE = 344.50 (8" W)
IE = 344.50 (8" S)
RIM = 347.57
IE = 344.23 (8" E)
RIM = 347.61
IE = 344.06 (8" W)
IE = 344.06 (8" S)
RIM = 347.75
IE = 344.66 (8" N)
RIM = 347.48
IE = 344.61 (8" E)
RIM = 347.52
IE = 344.44 (8" W)
IE = 344.44 (8" SW)
IE = 344.44 (8" E)
RIM = 347.55
IE = 344.63 (8" W)
RIM = 347.51
IE = 344.63 (8" W)
RIM = 347.56
IE = 344.46 (8" E)
IE = 344.46 (8" S)
RIM = 347.34
IE = 342.85 (8" E)
RIM = 347.27
IE = 342.68 (8" W)
IE = 342.68 (8" S)
IE = 342.68 (8" N)
RIM = 347.56
IE = 342.84 (8" N)
STORM STRUCTURE TABLE
STRUCTURE NAME
RDCO# 21
CO
N 594743.58
E 1110905.56
RDCO# 22
CO
N 594744.70
E 1110859.35
RDCO# 23
CO
N 594743.60
E 1110825.19
RDCO# 24
CO
N 594711.65
E 1110822.85
RDCO# 25
CO
N 594776.12
E 1110826.04
RDCO# 26
CO
N 594808.15
E 1110825.38
RDCO# 27
CO
N 594840.10
E 1110827.72
RDCO# 28
CO
N 594841.20
E 1110861.89
RDCO# 29
CO
N 594839.91
E 1110907.73
RDCO# 30
CO
N 594844.57
E 1110949.09
RDCO# 31
CO
N 594837.33
E 1110987.29
RDCO# 32
CO
N 594803.98
E 1110988.76
RDCO# 33
CO
N 594772.71
E 1110986.10
RDCO# 34
CO
N 594770.96
E 1110952.14
RDCO# 35
CO
N 594772.22
E 1110898.46
RDCO# 36
CO
N 594398.65
E 1110884.71
RDCO# 37
CO
N 594431.30
E 1110883.09
RDCO# 38
CO
N 594465.20
E 1110887.00
RDCO# 39
CO
N 594390.45
E 1110930.16
RDCO# 40
CO
N 594396.80
E 1110965.97
STRUCTURE DETAILS
RIM = 347.40
IE = 343.25 (8" N)
RIM = 347.54
IE = 344.32 (8" W)
RIM = 347.33
IE = 344.15 (8" E)
IE = 344.15 (8" W)
IE = 344.15 (8" S)
RIM = 347.56
IE = 344.31 (8" N)
RIM = 346.40
IE = 343.57 (8" S)
IE = 343.57 (8" E)
RIM = 346.43
IE = 342.32 (8" N)
RIM = 346.25
IE = 342.16 (8" S)
IE = 342.16 (8" E)
IE = 342.16 (8" NW)
RIM = 346.50
IE = 342.33 (8" W)
RIM = 346.49
IE = 342.01 (8" E)
RIM = 346.45
IE = 341.79 (8" W)
IE = 341.79 (8" E)
RIM = 346.20
IE = 341.62 (8" S)
IE = 341.62 (8" N)
IE = 341.62 (8" W)
RIM = 346.37
IE = 341.78 (8" N)
RIM = 346.27
IE = 343.77 (8" W)
IE = 343.77 (8" S)
RIM = 346.38
IE = 343.94 (8" E)
RIM = 346.09
IE = 343.15 (8" S)
RIM = 349.07
IE = 345.56 (8" E)
RIM = 349.10
IE = 344.83 (8" N)
RIM = 348.92
IE = 344.66 (8" S)
IE = 344.66 (8" E)
RIM = 349.02
IE = 345.33 (8" E)
IE = 345.33 (8" W)
RIM = 349.18
IE = 345.15 (8" W)
IE = 345.15 (8" S)
STORM STRUCTURE TABLE
STRUCTURE NAME
RDCO# 41
CO
N 594428.97
E 1110968.24
RDCO# 42
CO
N 594461.30
E 1110968.12
RDCO# 43
CO
N 594469.93
E 1110932.40
RDCO# 44
CO
N 594773.23
E 1110860.10
YD# 1
TYPE 1
N 594508.64
E 1110819.20
YD# 2
TYPE 1
N 594507.16
E 1110891.65
YD# 3
TYPE 1
N 594505.57
E 1110968.83
YD# 4
TYPE 1
N 594747.19
E 1110986.38
YD# 5
TYPE 1
N 594766.46
E 1110985.34
YD# 6
TYPE 1
N 594768.15
E 1110898.48
YD# 7
TYPE 1
N 594743.77
E 1110816.29
YD# 8
TYPE 1
N 594770.33
E 1110826.08
STRUCTURE DETAILS
RIM = 349.11
IE = 344.41 (8" N)
RIM = 349.03
IE = 344.25 (8" S)
IE = 344.25 (8" N)
IE = 344.25 (8" W)
RIM = 348.97
IE = 344.43 (8" E)
IE = 344.43 (8" W)
RIM = 346.50
IE = 343.74 (8" W)
RIM = 346.94
IE = 344.41 (8" N)
IE = 344.11 (8" W)
RIM = 346.86
IE = 344.42 (8" N)
IE = 344.42 (8" E)
RIM = 346.89
IE = 344.03 (12" E)
IE = 344.03 (8" W)
IE = 344.03 (8" S)
IE = 344.03 (8" N)
RIM = 346.65
IE = 342.64 (12" E)
IE = 342.64 (8" S)
IE = 342.64 (8" N)
RIM = 345.79
IE = 343.74 (8" N)
IE = 342.74 (8" W)
IE = 342.74 (8" S)
RIM = 345.75
IE = 343.13 (8" N)
IE = 343.13 (8" E)
IE = 343.13 (8" S)
RIM = 347.11
IE = 342.59 (12" W)
IE = 342.59 (8" N)
IE = 342.97 (8" E)
RIM = 346.26
IE = 343.54 (8" S)
IE = 343.54 (8" N)
ROOF DRAIN PIPE TABLE
NAME
RD #(1)
RD #(2)
RD #(3)
RD #(4)
RD #(5)
RD #(6)
RD #(7)
RD #(8)
RD #(9)
RD #(10)
RD #(11)
RD #(12)
RD #(13)
RD #(14)
RD #(15)
RD #(16)
RD #(17)
RD #(18)
RD #(19)
RD #(22)
SIZE
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
LENGTH
36.36'
46.19'
34.12'
45.65'
36.74'
32.32'
77.20'
34.18'
32.04'
34.18'
38.51'
35.03'
32.04'
6.49'
34.18'
4.07'
36.51'
44.54'
32.12'
34.18'
SLOPE
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.49%
0.50%
0.50%
0.50%
0.50%
0.47%
0.43%
0.53%
0.50%
MATERIAL
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
ROOF DRAIN PIPE TABLE
NAME
RD #(23)
RD #(24)
RD #(25)
RD #(26)
RD #(27)
RD #(28)
RD #(29)
RD #(30)
RD #(31)
RD #(32)
RD #(33)
RD #(34)
RD #(35)
RD #(36)
RD #(37)
RD #(38)
RD #(39)
SIZE
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
LENGTH
32.04'
8.90'
28.30'
5.80'
34.18'
25.57'
86.88'
8.37'
19.30'
6.30'
34.01'
33.38'
38.89'
41.62'
34.18'
32.04'
4.07'
SLOPE
0.50%
13.24%
3.36%
-0.50%
0.50%
0.48%
0.45%
0.47%
0.50%
0.50%
0.50%
0.48%
0.44%
0.52%
-0.50%
0.50%
0.50%
MATERIAL
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
CPEP
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: September 29, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-GRAD-DTLS.dwg
C3.1
10
STORM TABLES
RIM = 345.14
IE = 340.43 (12" S)
IE = 340.43 (12" W)
IE = 337.38 (12" N)
2
C3.4
YELM STORMWATER NOTES
11.THE MINIMUM STAKING OF STORM SEWER SYSTEMS SHALL BE IN ACCORDANCE
WITH SECTION 3.00.050 OF THESE STANDARDS, AND AS FOLLOWS:
A.STAKE LOCATION OF ALL CATCH BASINS, MANHOLES AND OTHER FIXTURES FOR
GRADE AND ALIGNMENT.
B.STAKE LOCATION, SIZE, AND DEPTH OF RETENTION/DETENTION FACILITY.
C.STAKE FINISHED GRADE OF ALL STORMWATER FEATURES, INCLUDING BUT NOT
LIMITED TO CATCH BASIN/MANHOLE RIM ELEVATIONS, OVERFLOW STRUCTURES,
WEIRS, AND INVERT ELEVATIONS OF ALL PIPES IN CATCH BASINS, MANHOLES, AND
PIPES THAT DAYLIGHT.
12.PIPE MATERIALS USED FOR STORMWATER CONVEYANCE SHALL BE AS APPROVED
BY THE CITY. PIPE SIZE, SLOPE, COVER, ETC., SHALL BE AS SPECIFIED IN THE CITY
OF YELM DEVELOPMENT GUIDELINES AND ENGINEERING STANDARDS.
13.ALL DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A
MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE
DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE
SLOPE.
14.IF DRAINAGE OUTLETS (STUB-OUTS) ARE TO BE PROVIDED FOR EACH INDIVIDUAL
LOT, THE STUB OUTS SHALL CONFORM TO THE FOLLOWING:
A.EACH OUTLET SHALL BE LOCATED AT THE LOWEST ELEVATION ON THE LOT, TO
SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS,
YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE. EACH OUTLET SHALL
HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORM WATER
CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
B.OUTLETS ON EACH LOT SHALL BE LOCATED WITH A 5-FOOT HIGH, 2"X 4" STAKE
MARKED "STORM" OR "DRAIN." THE STUB-OUT SHALL VISIBLY EXTEND ABOVE
SURFACE LEVEL AND BE SECURED TO THE STAKE.PIPE MATERIAL SHALL BE AS
APPROVED BY THE CITY.
C.DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO
CONVEY FLOWS THROUGH INDIVIDUAL LOTS.
D.THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES
E.POWER, GAS, TELEPHONE, TELEVISION). ALL INDIVIDUAL STUB-OUTS SHALL BE
PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER.
15.THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO
APPROVED PLANS ON FILE WITH THE CITY. ANY MATERIAL DEVIATION FROM THE
APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY.
16.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED
TO THE SATISFACTION OF THE CITY. FOR SITES WHERE GRASS HAS BEEN PLANTED
THROUGH HYDRO SEEDING, THE PERFORMANCE BOND WILL NOT BE RELEASED
UNTIL THE GRASS HAS BEEN THOROUGHLY ESTABLISHED, UNLESS OTHERWISE
APPROVED BY THE CITY.
17.ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE
STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE CITY.
18.ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY
INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION
PHASE OF THE DEVELOPMENT PROJECT.
19.NO FINAL CUT OR FILL SLOPE SHALL EXCEED TWO (2) HORIZONTAL TO ONE (1)
VERTICAL WITHOUT STABILIZATION BY ROCKERY OR BY A STRUCTURAL RETAINING
WALL.
20.THE PROJECT ENGINEER SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESSES,
AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND STRUCTURES, INCLUDING
UTILITIES AND OTHER FRONTAGE IMPROVEMENTS, THAT ARE TO INTERFACE WITH
NEW WORK, AND PROVIDE ALL TRIMMING, CUTTING, SAW CUTTING, GRADING,
LEVELING, SLOPING, COATING, AND OTHER WORK, INCLUDING MATERIALS
NECESSARY TO CAUSE THE INTERFACE WITH EXISTING WORKS TO BE PROPER,
WITHOUT CONFLICT, ACCEPTABLE TO THE PROJECT ENGINEER AND THE CITY’S
CIVIL REVIEW ENGINEER, COMPLETE IN PLACE, AND READY TO USE.
21.COMPACTION OF ALL FILL AREAS SHALL BE PER CURRENT APWA SPECIFICATIONS.
FILL SHALL BE PROVIDED IN 6" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95
PERCENT OF ITS MAXIMUM RELATIVE DENSITY.
1.THE CONTRACTOR SHALL OBTAIN ALL APPROVALS AND PERMITS REQUIRED BY
THE CITY OF YELM (CITY) PRIOR TO THE START OF CONSTRUCTION. A GRADING
PERMIT FOR STORM POND CONSTRUCTION MAY BE REQUIRED.
2.STORM DRAIN PIPE SHALL BE ON THE WSDOT QUALIFIED PRODUCTS LIST FOR
THE SPECIFICATION LISTED BELOW:
A.PLAIN CONCRETE STORM SEWER PIPE OR REINFORCED CONCRETE STORM SEWER
PIPE PER WSDOT STANDARD SPECIFICATION 9-05.7.
B.SOLID WALL PVC STORM SEWER PIPE PER WSDOT STANDARD SPECIFICATION
9- 05.12(1).
C.DUCTILE IRON SEWER PIPE PER WSDOT STANDARD SPECIFICATION 9-05.13.
D.HANCOR BLUE SEAL ™ AND ADVANCED DRAINAGE SYSTEMS (ADS/HANCOR)
N-12 HDPE AND (ADS/HANCOR) SANITITE UP TO 36” IN DIAMETER PER
WSDOT STANDARD SPECIFICATIONS 9-05.20 AND 9-05.24.
E.CONTECH DUROMAXX STEEL RIB REINFORCED POLYETHYLENE PIPE, IN
DIAMETERS FROM 24 INCH TO 60 INCH PER WSDOT STANDARD SPECIFICATION
9-05.22.
3.ALL STORM DRAINAGE SYSTEMS SHALL BE AIR TESTED AT 4 PSI EXCEPT
CONCRETE PIPE, WHICH SHALL BE TESTED PER WSDOT/APWA STANDARD FOR
CONCRETE STORM PIPE. ALL FLEXIBLE PIPE SHALL BE MANDREL TESTED PER
WSDOT/APWA STANDARDS. TESTING SHALL BE DONE BY THE CONTRACTOR.
4.TESTING OF THE STORM SEWER SHALL INCLUDE VIDEOTAPING OF THE MAIN BY
THE CONTRACTOR. IMMEDIATELY PRIOR TO VIDEOTAPING, ENOUGH WATER SHALL
BE RUN DOWN THE LINE SO IT COMES OUT THE LOWER CATCH BASIN. A COPY OF
THE VIDEO TAPE SHALL BE SUBMITTED TO THE CITY. ACCEPTANCE OF THE LINE
WILL NOT BE MADE UNTIL AFTER THE TAPE HAS BEEN REVIEWED AND APPROVED
BY THE CITY. TESTING SHALL TAKE PLACE AFTER ALL UNDERGROUND UTILITIES
ARE INSTALLED AND COMPACTION OF THE ROADWAY SUBGRADE IS COMPLETE.
5.SPECIAL STRUCTURES, OIL/WATER SEPARATORS AND OUTLET CONTROLS SHALL
BE INSTALLED PER PLANS AND MANUFACTURERS' RECOMMENDATIONS. WHERE
OIL/WATER SEPARATORS ARE CONNECTED TO A SEWER SYSTEM, THEY SHALL BE
INSTALLED WITH A P-TRAP OR CHECK VALVE TO PREVENT ODORS.
6.ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH MINIMUM
REQUIREMENT 2 OF THE LATEST EDITION OF THE DEPARTMENT OF ECOLOGY
STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (SWMMWW).
FOR SITES WHERE VEGETATION HAS BEEN PLANTED THROUGH HYDRO SEEDING,
THE FINANCIAL GUARANTEE WILL NOT BE RELEASED UNTIL THE VEGETATION HAS
BEEN THOROUGHLY ESTABLISHED.
7.WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", THE CONTRACTOR SHALL
EXPOSE SUCH CONNECTION POINTS AND FITTINGS 48 HOURS PRIOR TO
DISTRIBUTING SHUTDOWN NOTICES.
8.ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE
PROJECT ENGINEER AND THE CITY’S CIVIL REVIEW ENGINEER.
9.ALL STORM PIPE SHALL BE A MINIMUM OF 12-INCH DIAMETER FOR MAINS AND
CROSSINGS. WHEN PRIVATE STORMWATER (I.E. ROOF, LOT OR FOOTING DRAINS)
CANNOT BE INFILTRATED ON INDIVIDUAL LOTS, THE MINIMUM STANDARD PIPING
CONNECTION TO THE PUBLIC SYSTEM SHALL BE 8-INCH PVC. THE 8-INCH MAIN
USED FOR CONNECTION SHALL BEGIN AT THE RIGHT-OF-WAY, AND THE
CONNECTION TO THE CATCH BASIN OR MANHOLE SHALL BE CORED AND GROUTED.
10.ALL STORM MAINS AND RETENTION/DETENTION AREAS SHALL BE STAKED FOR
GRADE AND ALIGNMENT BY AN ENGINEERING OR SURVEY FIRM LICENSED TO
PERFORM SUCH WORK.
YELM STORMWATER NOTES CONT.
10/19/2021
340
345
350
355
340
345
350
355
0+00FG 351.77FG 351.370+50FG 350.97FG 350.191+00FG 349.36FG 348.621+50FG 348.20FG 347.932+00FG 347.78FG 347.722+50FG 347.61FG 347.493+00FG 347.62FG 347.843+50FG 348.05FG 347.474+00FG 347.09FG4+50FG 346.80FG 345.865+00FG 345.23FG 343.925+50FG 343.74FG 343.516+00FG 344.04FG 344.236+41.77FG 343.38PROPOSED FINISHED GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
PROPOSED FINISHED GRADE
ELEVATION AT SECTION LINE
EXISTING GRADE
ELEVATION AT SECTION LINE
BUILDING ONE FF: 349.10
BUILDING TWO FF: 347.56
BUILDING THREE FF: 347.56
BUILDING FOUR FF: 345.50
MAX
3H:1V
SLOPE
Profile View of WEST EAST SEC2
340
345
350
340
345
350
0+00FG 345.95FG 346.150+50FG 346.24FG 346.191+00FG 346.00FG 345.921+50FG 345.47FG 345.062+00FG 345.25FG 345.072+50FG 344.45FG 344.373+00FG 344.26FG 344.223+45.06FG 344.72BUILDING FOUR FF: 345.50
MAX
3H:1V
SLOPE
MAX
3H:1V
SLOPE
PROPOSED FINISHED GRADE
ELEVATION AT SECTION LINE
EXISTING GRADE
ELEVATION AT SECTION LINE
PROPOSED FINISHED GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE TAHOMA BOULEVARD SE1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: September 29, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-GRAD-DTLS.dwg
C3.2
11
SITE SECTIONS
1 SCALE: 1"=30'H 1"=3'V
SITE SECTION 1
2 SCALE: 1"=30'H 1"=3'V
SITE SECTION 2
1
C3.2
2
C3.2
KEYMAP
SCALE: 1" = 50'N10/19/2021
337
340
345
350
337
340
345
350
0+00FG 351.72FG 351.590+50FG 351.54FG 351.061+00FG 350.55FG 350.151+50FG 350.07FG 349.902+00FG 349.35FG 348.842+50FG 348.47FG 348.203+00FG 347.99FG 347.863+50FG 347.77FG 347.604+00FG 347.40FG 347.384+50FG 347.40FG 347.445+00FG 347.35FG 346.765+50FG 345.94FG 345.346+00FG 344.62FG 344.276+50FG 344.10FG 344.357+00FG 344.677+13.92FG 344.90N: 594352.62
E: 1110857.01
IE: 345.12 12" (E)
RIM: 348.19
CB# 1, TYPE 1
109 LF 12" CPEP @ 0.50%
N: 594349.75
E: 1110965.61
IE: 344.58 12" (W)
IE: 344.58 12" (E)
IE: 344.91 8" (N)
RIM: 348.19
CB# 2, TYPE 1
54 LF 12" CPEP @ 0.50%
N: 594348.31
E: 1111019.91
IE: 344.31 12" (W)
IE: 344.31 12" (N)
RIM: 348.73
CB# 3, TYPE 1
137 LF 12" CPEP @ 0.50%
N: 594485.75
E: 1111023.54
IE: 343.62 12" (N)
IE: 343.62 12" (S)
IE: 343.62 12" (W)
RIM: 348.12
CB# 4, TYPE 1
137 LF 12" CPEP @ 0.50%
N: 594623.19
E: 1111027.16
IE: 342.93 12" (S)
IE: 342.93 12" (N)
IE: 342.93 12" (W)
RIM: 346.75
CB# 5, TYPE 1
114 LF 12" CPEP @ 0.50%
CB# 6, TYPE 1
N: 594737.14
E: 1111030.17
RIM: 345.61
IE: 342.36 12" (S)
IE: 342.36 12" (N)
IE: 342.36 12" (W)
114 LF 12" CPEP @
0
.
7
8
%
CB# 7, TYPE 1
N: 594850.64
E: 1111033.17
RIM: 344.47
IE: 341.47 12" (S)
IE: 341.47 12" (N)
34 LF 12" CPEP @ 3.10%
335
340
345
350
335
340
345
350
0+00FG 348.18FG 347.520+50FG 347.32FG 347.211+00FG 346.96FG 346.831+50FG 346.85FG 346.772+00FG 346.78FG 346.722+50FG 346.45FG 346.353+00FG 346.27FG 345.883+50FG 344.35FG 342.904+00FG 342.59FG 342.704+50FG 342.94FG 343.095+00FG 343.47FG 343.605+50FG 343.83FG 344.156+00FG 344.556+25FG 344.83N: 594516.10
E: 1110763.52
IE: 343.83 8" (E)
IE: 343.50 12" (N)
RIM: 347.89
CB# 14, TYPE 1
114 LF 12" DI CL52 @ 0.50%
N: 594630.06
E: 1110766.56
IE: 342.93 12" (N)
IE: 342.93 12" (S)
IE: 342.93 12" (E)
RIM: 346.75
CB# 13, TYPE 1
114 LF 12" CPEP @ 0.50%
N: 594744.02
E: 1110769.58
IE: 342.36 12" (N)
IE: 342.36 12" (S)
IE: 342.36 12" (E)
RIM: 345.61
CB# 12, TYPE 1
114 LF 12" CPEP @ 0.50%
N: 594858.06
E: 1110772.56
IE: 341.79 12" (S)
IE: 341.79 12" (NE)
RIM: 344.47
CB# 11, TYPE 1
47 LF 12" CPEP @ 0.50%
N: 594890.18
E: 1110806.41
IE: 341.56 12" (SW)
IE: 341.56 12" (E)
IE: 341.89 8" (SE)
RIM: 344.99
CB# 10, TYPE 1
194 LF 12" CPEP @ 0.50%
CB# 9, TYPE 1
N: 594885.10
E: 1110999.84
RIM: 344.80
IE: 340.59 12" (W)
IE: 340.59 12" (E)
IE: 340.92 8" (S)
34 LF 12" CPEP @ 0.50%
340
345
350
340
345
350
0+00FG 347.62FG 347.790+50FG 347.79FG 347.591+00FG 347.55FG 347.401+50FG 347.361+69.90FG 347.2072 LF 12" CPEP @ 0.50%
CB# 5, TYPE 1
N: 594623.19
E: 1111027.16
RIM: 346.75
IE: 342.93 12" (S)
IE: 342.93 12" (N)
IE: 342.93 12" (W)
CB# 16, TYPE 1
N: 594625.08
E: 1110955.52
RIM: 346.29
IE: 343.62 8" (S)
IE: 343.29 12" (E)
IE: 343.62 8" (N)
340
345
350
340
345
350
0+00FG FG 346.980+50FG 346.84FG 347.071+00FG 347.10FG 347.091+50FG 347.25FG 347.681+90.59FG 347.77CB# 13, TYPE 1
N: 594630.06
E: 1110766.56
RIM: 346.75
IE: 342.93 12" (N)
IE: 342.93 12" (S)
IE: 342.93 12" (E)
72 LF 12" CPEP @ 0.50%
CB# 15, TYPE 1
N: 594628.17
E: 1110838.20
RIM: 346.29
IE: 343.29 12" (W)
IE: 343.62 8" (S)
IE: 343.62 8" (NE)
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: September 29, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-GRAD-DTLS.dwg
C3.3
12
STORM PROFILES
1 SCALE: 1"=30'H 1"=3'V
STORM RUN 1
2 SCALE: 1"=30'H 1"=3'V
STORM RUN 2
3 SCALE: 1"=30'H 1"=3'V
STORM RUN 3 4 SCALE: 1"=30'H 1"=3'V
STORM RUN 4
EXISTING GRADE
AT STORM CENTERLINE
PROPOSED GRADE
AT STORM CENTERLINE
FINISHED GRADE ELEVATION
AT STORM CENTERLINE
EXISTING GRADE ELEVATION
AT STORM CENTERLINE
EXISTING GRADE
AT STORM CENTERLINE PROPOSED GRADE
AT STORM CENTERLINE
FINISHED GRADE ELEVATION
AT STORM CENTERLINE
EXISTING GRADE ELEVATION
AT STORM CENTERLINE
EXISTING GRADE
AT STORM CENTERLINE
PROPOSED GRADE
AT STORM CENTERLINE
FINISHED GRADE ELEVATION
AT STORM CENTERLINE
EXISTING GRADE ELEVATION
AT STORM CENTERLINE
EXISTING GRADE
AT STORM CENTERLINE
PROPOSED GRADE
AT STORM CENTERLINE
FINISHED GRADE ELEVATION
AT STORM CENTERLINE
EXISTING GRADE ELEVATION
AT STORM CENTERLINE
10/19/2021
12" PIPE
NATIVE MATERIAL BACKFILL
COMPACT TO 90% OF MAX DENSITY UNDER LANDSCAPED
AREAS AND 95% OF MAX DENSITY UNDER PAVED SURFACES
12" PERF. PIPE
GEOTEXTILE FABRIC
WASHED DRAIN ROCK
NATIVE MATERIAL.
DO NOT COMPACT.
0.0%
127'IE: SEE PLAN
TYPE 2 CATCH BASIN
RIM: PER PLAN
6" PVC PIPE
HS-20 RATED CAP.
RIM: SEE PLAN
6" PERFORATED PVC.
PERFORATIONS SHALL BE
0.25" DIAMETER SPACED
3" ON CENTER.
OBSERVATION WELL
WITH REMOVABLE CAP
LOCATION VARIES. SEE PLAN
12" X12" METAL FOOT PLATE
FINISHED
GRADE
(PER PLAN)
STORM CLEANOUT
RIM PER PLAN
GRADATION NOTES:
1.WASHED DRAIN ROCK SHALL CONFORM TO
WSDOT SPECIFICATION 9-03.12 (5) GRAVEL
BACKFILL FOR DRY WELLS
4'
WASHED DRAIN ROCK,
SEE GRADATION NOTES
12" PERF CPEP @ 0.00% 10' O.C.
IE = 337.30
NATIVE MATERIAL,
DO NOT COMPACT
SEE DETAIL
20'
BOTTOM IE: 336.30
TOP IE: 340.30
5'
NATIVE MATERIAL
BACKFILL, COMPACT TO
90% OF MAX DENSITY
WRAP TOP AND SIDES OF
GALLERY WITH GEOTEXTILE
FABRIC MIRAFI 140N OR
APPROVED EQUIVALENT
ASPHALT PAVEMENT SECTION / LANDSCAPE
(VARIES)
10'5'
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: September 29, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-GRAD-DTLS.dwg
C3.4
13
GRADING AND
DRAINAGE NOTES
AND DETAILS
1 NOT TO SCALE
INFILTRATION SECTION
2 NOT TO SCALE
STORMFILTER VAULT
1
C3.5 5
C3.5
10/19/2021
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: September 29, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-GRAD-DTLS.dwg
C3.5
14
GRADING AND
DRAINAGE NOTES
AND DETAILS
CAP AT END
7-3/4"
15"
8"
7"
PACKING
45° (1/8)
BEND
2-7/8"
2'-0"
10"
8-3/4"
1-1/4"
1/2"2"
9"
1"
1"
FIBRE JOINT4"1. PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER.
2. PIPE DIAMETER AS SHOWN
5/8"
1'-0"
NOTES:
1/2"
PER PLAN.
RAISE - 1/2" WIDE BORDER
PROVIDE COUPLINGS &
REDUCERS AS NECESSARY
3000 PSI CLASS C
CONCRETE (TYP.)
(LANDSCAPE AREAS
ONLY)
ROOF DOWNSPOUT
SEE ARCHITECTURAL DETAILS.
STUD WALL
SEE STRUCTURAL DETAILS.
4"
6" PVC
PROVIDE FITTINGS
0.5%
AS REQUIRED.
SDR 35 TYP.
6" PVC CAP
CUT HOLE TO ALLOW
DOWNSPOUT TO
PENETRATE WITH
1/8" CLEARANCE.
FOOTING SUBDRAIN
BUILDING FOUNDATION
SEE STRUCTURAL DETAILS
MIN.
FINISH
GRADE
2"
MIN.
12"
MIN.
NOTE
BACKFILL MATERIAL SHALL NOT HAVE PARTICLE SIZE
GREATER THAN 1" WITHIN 6" OF THE PIPE OR THE
CONTRACTOR HAS THE OPTION TO USE GRAVEL BACKFILL
PIPE ZONE BEDDING CONFORMING TO W.S.D.O.T. 9-03.12 (3).
6" PVC
3
C3.3
FRAME AND VANED GRATE
RECTANGULAR ADJUSTMENT SECTION
3"4" MI
N. (
T
Y
P.)
34"
5"
#3 BAR EACH WAY
SEE NOTE 1
NOTES:
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 20". 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 BASIN HAS BEEN PLACED.
#3 BAR EACH
CORNER
#3 BAR EACH
CORNER
18" MIN.
26"(SEE
N
O
T
E
6)
22
"
(S
E
E
N
O
T
E
6
)4"44"21" MIN.24"
30
"
20
"
5"
6" OR 12"
ONE #3 BAR HOOP
FOR 6" HEIGHT
TWO #3 BAR HOOPS
FOR 12" HEIGHT
ALTERNATIVE PRECAST BASE SECTION
#3 BAR EACH SIDE
SECTION B-B
#3 BAR
HOOP
*CORRUGATED POLYETHYLENE
STORM SEWER PIPE
PIPE ALLOWANCES
PIPE MATERIAL MAXIMUM INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE 12"
ALL METAL PIPE 15"
CPSSP*
(STD. SPEC. 9-05.20)12"
SOLID WALL PVC
(STD. SPEC. 9-05.12(1))15"
PROFILE WALL PVC
(STD. SPEC. 9-05.12(2))15"
NOTE:
1.NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.
2.THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE
CLEANING.
3.THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP
OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION.
4.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.
SEPARATE BASE
PRECAST
INTEGRAL BASE
PRECAST WITH RISER
PIPE ALLOWANCES
CATCH
BASIN
DIAMETER
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
CONCRETE ALL
METAL CPSSP SOLID
WALL PVC
PROFILE
WALL PVC
48"24"30"24"27"30"
54"30"36"30"27"36"
60"36"42"36"36"42"
72"42"54"42"36"48"
84"54"60"54"36"48"
96"60"72"60"36"48"
CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20)
(STD. SPEC. 9-05.12(1))
(STD. SPEC. 9-05.12(2))
1 2 3
1
2
3
CATCH BASIN DIMENSIONS
CATCH
BASIN
DIAMETER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KNOCKOUT
SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
48"4"6"36"8"
54"4.5"8"42"8"
60"5"8"48"8"
72"6"8"60"12"
84"8"12"72"12"
96"8"12"84"12"
1 NOT TO SCALE
STORM CLEANOUT 2 NOT TO SCALE
DOWNSPOUT CONNECTION 3 NOT TO SCALE
STORM TRENCH SECTION
4 NOT TO SCALE
TYPE 1 CATCH BASIN 5 NOT TO SCALE
TYPE 2 CATCH BASIN 6"0D6" MIN
FLEXIBLERIGID
(DI, CONC)
TRENCH WIDTH PER WSDOT 2-09.40.5 x OD(CPEP, CMP, PVC)
BACKFILL UTILITY TRENCHES WITHIN
PAVED AREAS WITH BANKRUN
GRAVEL PER WSDOT 9-03.19.
COMPACT TO A MINIMUM OF 95%
UNLESS NOTED OTHERWISE IN
PROJECT SPECIFICATIONS.
TRENCHES MAY BE BACKFILLED WITH
NATIVE MATERIAL AND COMPACTED
TO 90% IN UNPAVED AREAS.
PIPE BEDDING PER
W.S.D.O.T. 9-03.12(3), 95%
COMPACTION
PIPE AS SPECIFIED
ON PLAN OR SPECS
SUBGRADE ELEVATION
10/19/2021
347351352349
FIRE HYDRANT
N 594606.29
E 1110999.76
FIRE HYDRANT
N 594383.37
E 1110782.86
15' WATER
EASEMENT, TYP.
10'
15'
FIRE HYDRANT
N 594657.79
E 1110788.57
3503473
4
8
3
4
9351
3
4
5
3453443463463453433443
4
6
SSCO #3
N 594511.38
E 1110866.89
RIM: 347.65
IE: 343.25 6" (S)
29 LF 6" PVC
SDR 35 @ 2.00%SSCO #2
N 594394.66
E 1110870.70
RIM: 349.06
IE: 344.69 6" (NE)
IE: 344.69 6" (W)
5 LF 6" PVC SDR 35 @ 2.00%
17 LF 6" PVC
SDR 35 @ 2.00%
4 LF 6" PVC SDR 35
@ 2.00%
9 LF 6" PVC SDR 35
@ 2.00%
17 LF 6" PVC
SDR 35 @ 2.00%
4 LF 6" PVC
SDR 35 @ 2.00%
PUMP CONTROL
PANEL (TYP)
FIRE HYDRANT
N 594860.72
E 1110794.01
S1° 30' 43"W
641.71'S88° 14' 50"E344.86'S1° 30' 17"W
596.42'
Δ=16°00'26"
R=547.00'
L=152.82'N88° 13' 17"W199.33'3,000 GAL
HOLDING TANK (TYP)
1,250 GAL
PUMP TANK (TYP)
348348349349349
3493
4
9
3
4
8
3
4
7
3
4
6
3
4
5 34534534434334234134534734734734734734835
1
3453
4
4
347346346347347347SSCO #6
N 594682.83
E 1110823.09
RIM: 347.54
IE: 342.56 6" (W)
SSCO #8
N 594687.27
E 1110806.16
RIM: 347.17
IE: 342.14 6" (S)
SSCO #7
N 594683.27
E 1110806.05
RIM: 347.17
IE: 342.22 6" (E)
IE: 342.22 6" (N)
SSCO #9
N 594779.34
E 1110825.63
RIM: 346.45
IE: 341.50 6" (W)
SSCO #11
N 594783.79
E 1110808.69
RIM: 346.51
IE: 341.08 6" (S)
SSCO #10
N 594779.79
E 1110808.58
RIM: 346.60
IE: 341.16 6" (E)
IE: 341.16 6" (N)
SSCO #1
N 594402.51
E 1110883.83
RIM: 349.09
IE: 345.00 6" (SW)
SSCO #4
N 594482.20
E 1110866.15
RIM: 348.19
IE: 342.67 6" (N)
IE: 342.67 6" (W)
SSCO #5
N 594482.48
E 1110856.74
RIM: 348.21
IE: 342.48 6" (E)
28 LF 2" PVC SDR 21 CL200
54 LF 2" PVC SDR 21 CL200
33 LF 2" PVC SDR 21 CL200
540 LF 2" PVC SDR 21 CL200
1 - 2" 90° BEND (MJ)
CONCRETE THRUST BLOCKING
N 594899.34
E 1110841.53
CONNECT TO EXISTING 4" FORCE MAIN
1 - 4" 22.5° BEND (FL)
1 - 4"x2" REDUCER (FL)
1 - 2" GATE VAVLE (FLxMJ)
CONCRETE THRUST BLOCKING
N 594927.56
E 1110842.27
1 - 2" 45° BEND (MJ)
CONCRETE THRUST BLOCKING
N 594900.52
E 1110787.33
1 - 2" 45° BEND (MJ)
CONCRETE THRUST BLOCKING
N 594877.49
E 1110763.06
2" PRESSURE SEWER SERVICE
LINE TO STEP TANKS
N 594833.75
E 1110761.95
2" PRESSURE SEWER SERVICE
LINE TO STEP TANKS
N 594737.34
E 1110759.41
2" PRESSURE SEWER SERVICE
LINE TO STEP TANKS
N 594485.24
E 1110752.84
2" PRESSURE SEWER SERVICE
LINE TO STEP TANKS
N 594411.91
E 1110750.93
END OF LINE CLEANOUT
N 594337.75
E 1110749.00
15 LF 6" PVC SDR 35 @ 2.00%
SEWER SERVICE
"CARSON" BOX
SEWER SERVICE
"CARSON" BOX SEWER SERVICE
"CARSON" BOX
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: October 18, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-OVERALL-UTIL.dwg
C4.0
15
OVERALL SEWER
AND WATER PLANNGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
TAHOMA BLVD
SE
ROAD 'A'
(BY OTHERS)
PROPOSED 12"-18" STORM
MAIN, TYP. (SIZE VARIES)
BLDG 1 BLDG 2
BLDG 3 BLDG 4
8'
FF: 349.10
FF: 347.75
FF: 347.56
FF: 346.50
BUILDING 2, 3, 4 (24-UNIT APARTMENT BUILDING)
ASSUMED RESIDENTS PER HOUSEHOLD = 2.5
GALLONS PER RESIDENT PER DAY (FROM TABLE 2 OF SECTION 5.10.010 YELM ESSD, 2019) = 65 GPD/PERSON
AVERAGE DAILY FLOW BUILDING A = 65*2.5*24 = 3,900 GPD
DETENTION VOLUME = 1.5*3,900 = 5,850 GALLONS
TOTAL TANK VOLUME (PER SECTION C1-10.1.6 OF DOE CRITERIA FOR SEWAGE WORKS DESIGN)
TOTAL TANK VOLUME = 1.65V; VT=1.65*5,850-GAL = 9,653-GAL
TANK DISTRIBUTION BUILDING 2, 3, 4
9,653*(2/3) = 6,467 GAL TANK 1 & 2
9,653*(1/3) = 3,186 GAL TANK 3
TANK 1 - 3,000-GAL; TANK 2 - 3,000-GAL; TANK 3 - 3,000; TANK 4 - 1,250-GAL PUMP TANK
BUILDING 1 (8-UNIT APARTMENT BUILDING)
AVERAGE DAILY FLOW BUILDING B = 65*2.5*8 = 1,300 GPD
DETENTION VOLUME = 1.5*1,300 = 1,950 GALLONS
TOTAL TANK VOLUME (PER SECTION C1-10.1.6 OF DOE CRITERIA FOR SEWAGE WORKS DESIGN)
TOTAL TANK VOLUME = 1.65V; VT=1.65*1,950-GAL = 3,218-GAL
TANK DISTRIBUTION BUILDING 1
3,218*(2/3) = 2,157 GAL
3,218*(1/3) = 1,062 GAL
TANK 1 - 2,000-GAL; TANK 2 - 1,250 PUMP TANK
TANK SIZING CALCULATIONS AND ASSUMPTIONS BERRY VALLEY RD10'
SEWER LEGEND
RIGHT-OF-WAY / PROPERTY LINE
CENTERLINE
EASEMENT
BUILDING OUTLINE
SANITARY SIDE SEWER
SANITARY SEWER FORCE MAIN
SANITARY SEWER CLEANOUT
STEP TANK
PUMP CONTROL PANEL
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
123
123
WATER LEGEND
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
(FDC)
METER AS NOTED
POST INDICATOR VALVE (PIV)
GATE VALVE
THRUST BLOCKING
FITTINGS AS NOTED
WATER PIPING
WATER SERVICE PIPING
FIRE SERVICE PIPING
CONTRACTOR SHALL INSTALL BLIND FLANGE
AT PROPERTY LINE AND MARK LOCATION IF
ROAD 'A' IS NOT CONSTRUCTED. NO WORK
BEYOND PROPERTY LINE IS ALLOWED PRIOR
TO DEDICATION OF RIGHT-OF-WAY.
STEP MAIN SIZING
NUMBER OF PUMPS CONNECTED:4
MAX. PUMP CORES RUNNING
SIMULTANEOUSLY (TABLE IV): 3
PROPOSED STEP MAIN SIZE: 2"
FLOW VELOCITY (TABLE VIII): 2.92 FT/SEC
FRICTION HEAD LOSS (TABLE VIII): 1.54 FT/100 LF
2,000 GAL
HOLDING TANK
1,250 GAL
PUMP TANK
DEPTH TO INVERT: 4.10'
DEPTH TO INVERT: 4.50'
DEPTH TO INVERT: 5.00'DEPTH TO INVERT: 5.00'
1
C4.4
2
C4.4
PROPOSED 8"
PVC C900 WATER MAIN
(TYP)
WATER MAIN POINT
OF CONNECTION
STEP TANK NOTE
MAXIMUM COVER OVER STEP TANK(S) MEASURED
FROM FINISHED GRADE (FG) IS 5 FEET TO TOP SLAB
OR 6.25 FEET TO INVERT PER DETAILS ON SHEET C4.4
FUTURE 8" WATER MAIN PER WYNDSTONE PROJECT
5-20
C4.4
5-7
C4.5 5-7
C4.5
5-7
C4.5
5-7
C4.5
4-4.4
C4.7
4-7
C4.8
4-3
C4.7
4-11
C4.8
4-13
C4.8
4-14
C4.8
1
C4.4
2
C4.4
5-14
C4.4
5-17
C4.6
5-18
C4.6
5-6
C4.5
10/19/2021
347351352349
10'3503473
4
8
3
4
9
351
3
4
5
3453443463463453433443
4
6
S1° 30' 17"W
596.42'34834934934934734734734835
1
3453
4
4
3463473473+006+79
1+00
2+00 3+00 4+00 5+00 6+00
84 LF 8" PVC C900
29 LF
8" PVC
C900
13 LF 8"
PVC C900
224 LF 8" PVC C900
33 LF 6"
DI CL52
60 LF 6" CI CL52
5 LF 6" DI CL52
60 LF 6" CI CL5238 LF 8" PVC C900
14 LF 8" PVC C900
178 LF 8" PVC C900
12 LF 6"
DI CL52
12 LF 6"
DI CL52
26 LF 6" DI CL52
11 LF 6" DI CL52
CONTINUATION PER
MECHANICAL
10 LF 6" DI CL52 21 LF 6"
DI CL52
25 LF 6" DI CL52
16 LF 6"
DI CL52
11 LF 8" PVC C900
347346
264 LF 8" PVC C900337
340
345
350
355
337
340
345
350
355
1+00FG 1+50FG 349.952+00FG 348.932+50FG 348.433+00FG 347.933+50FG 347.434+00FG 346.934+50FG 346.435+00FG 345.935+50FG 345.436+00FG 344.936+50FG 344.51FGFG 349.21FG 348.68FG 348.18FG 347.68FG 347.18FG 346.68FG 346.18FG 345.68FG 345.18FG 344.68EXISTING GRADE ELEVATION AT
DRIVE AISLE CENTERLINE
PROPOSED GRADE ELEVATION AT
DRIVE AISLE CENTERLINE
EXISTING GRADE AT
DRIVE AISLE CENTERLINE
FINISHED GRADE AT
DRIVE AISLE CENTERLINE
13 LF 8"
PVC C900
224 LF 8"PVC C900
29 LF 8"
PVC C900
36 LF 8" PVC C900
14 LF 8" PVC C900
178 LF 8"PVC C900
540 LF 2" PVC SDR 21 CL
2
0
0
1
2
3
4
5
6
7
8
9
10
11
12
13
CONNECT TO OFFSITE MAIN
1 - 8" TAPPING SLEEVE (FL)
1 - 8" TAPPING VALVE ( FLxMJ)
N 594357.16
E 1110685.73
1 - 8" 90° BEND (MJ)
CONC. THRUST BLOCKING
N 594354.97
E 1110769.42
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FL)
13 LF 6" DI CL52
1 - HYDRANT ASSEMBLY
CONC. THRUST BLOCKING
N 594383.70
E 1110770.22
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FL)
1 - POST INDICATOR VALVE (FL)
1 - 6" DDCVA
CONC. THRUST BLOCKING
N 594395.99
E 1110770.49
1 - 6" 90° BEND (MJ)
CONC. THRUST BLOCKING
N 594389.32
E 1110809.11
1 - 6" 90° BEND (MJ)
CONC. THRUST BLOCKING
N 594393.95
E 1110821.95
CENTER POST
INDICATOR VALVE
N 594395.12
E 1110803.71
CENTER FIRE
HYDRANT ASSEMBLY
N 594383.37
E 1110782.86
CENTER FIRE
DEPARTMENT CONNECTION
N 594390.14
E 1110777.94
1 - 6" 90° BEND (MJ)
CONC. THRUST BLOCKING
N 594455.21
E 1110821.99
2" DOMESTIC SERVICE
CONNECTION WITH RPBA
N 594462.03
E 1110772.22
1 - 8" TEE (MJ)
3 - 8" GATE VALVE (MJ)
CONC. THRUST BLOCKING
N 594619.76
E 1110776.34
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FL)
13 LF 6" DI CL52
1 - HYDRANT ASSEMBLY
CONC. THRUST BLOCKING
N 594657.88
E 1110777.39
14
15
16
17
18
19
20
21
22
23
24
25
26
27
E 1110777.39
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FL)
1 - POST INDICATOR VALVE (FL)
1 - 6" DDCVA
CONC. THRUST BLOCKING
N 594671.85
E 1110777.75
1 - 6" 90° BEND
CONC. THRUST BLOCKING
N 594670.77
E 1110828.97
CENTER FIRE
DEPARTMENT CONNECTION
N 594657.32
E 1110795.78
CENTER FIRE
HYDRANT ASSEMBLY
N 594657.68
E 1110788.57
CENTER POST
INDICATOR VALVE
N 594671.52
E 1110790.11
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FL)
1 - POST INDICATOR VALVE (FL)
1 - 6" DDCVA
CONC. THRUST BLOCKING
N 594850.07
E 1110782.35
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FL)
13 LF 6" DI CL52
1 - HYDRANT ASSEMBLY
CONC. THRUST BLOCKING
N 594861.02
E 1110782.65
1 - 8" 90° BEND (MJ)
CONC. THRUST BLOCKING
N 594882.82
E 1110783.27
CENTER POST
INDICATOR VALVE
N 594849.41
E 1110807.82
1.5" IRRIGATION SERIVCE
WITH DCVA
N 594844.26
E 1110782.20
CENTER FIRE
DEPARTMENT CONNECTION
N 594868.08
E 1110806.59
CENTER FIRE
HYDRANT ASSEMBLY
N 594860.72
E 1110793.92
1 - 6" 90° BEND (MJ)
CONC. THRUST BLOCKING
N 594867.93
E 1110813.64
1 - 6" 90° BEND (MJ)
CONC. THRUST BLOCKING
N 594847.98
E 1110841.47
FIRE PROTECTION NOTES
FIRE SPRINKLER NOTE
THE FIRE SPRINKLER UNDERGROUND PIPING SHOWN ON THESE PLANS
SHALL BE CONSIDERED FOR LOCATION PURPOSES ONLY. APPROVAL OF
THE CIVIL PLANS DOES NOT CONSTITUTE OR IMPLY APPROVAL FOR
INSTALLATION OF THE FIRE SPRINKLER UNDERGROUND PIPING. A
SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF THE FIRE
SPRINKLER UNDERGROUND PIPING. PLANS AND SPECIFICATIONS FOR
THE UNDERGROUND LEAD-IN PIPING SHALL BE SUBMITTED TO THE CITY
OF YELM BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION.
ALL WORK ON THE UNDERGROUND PORTIONS OF FIRE PROTECTION
SPRINKLER SYSTEMS AND/OR FIRE MAIN FOR HYDRANT PLACEMENT
MUST BE INSTALLED AND CERTIFIED BY A LICENSED CONTRACTOR WHO
HAS ACHIEVED A STATE LEVEL "U" CERTIFICATION. SUBCONTRACTING OF
SUCH WORK TO PERSONS OR FIRMS NOT CURRENTLY LICENSED AS A
FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR IS PROHIBITED
UNDER WAC 212-80.
FIRE PROTECTION NOTES
1.FIRE LINES SHALL BE RESTRAINED JOINTS AND PROVIDE THRUST
BLOCKS AT ALL FITTINGS.
2.THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND
CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN
BY A FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN
OF THE FIRE PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM
SHOWN. THE FIRE PROTECTION SYSTEM AS SHOWN FROM THE MAIN
LINE TO THE CONNECTION AT THE BUILDING SPRINKLER IS INTENDED
FOR LOCATION OF THE FIRE HYDRANTS AND FIRE DEPARTMENT
CONNECTION ONLY. CONTRACTOR'S BID SHALL REFLECT THE
CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN.
3.CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION
ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS
AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT
LIMITED TO ACQUISITION OF ALL PERMITS.
4.ALL VALVES ON FIRE LINE SHALL BE MONITORED BY THE FIRE
CONTROL PANEL.
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: October 4, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-UTIL.dwg
C4.1
16
WATER PLAN AND
PROFILENGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
TAHOMA BLVD SEROAD 'A'
(BY OTHERS)
WATER CONSTRUCTION
UTILITY CROSSING TABLE
TOP UTILITY BOTTOM BOTTOM UTILITY CROWN SEPARATION STA
WATER: 345.19 SEWER: 343.69 1.50-FT 1+97.89
WATER: 343.47 SEWER: 341.97 0.50 - FT 2+70.14
WATER: 342.24 SEWER: 340.74 1.50-FT 3+76.46
STORM: 342.93 WATER: 342.43 0.50-FT 4+17.85
WATER: 341.30 SEWER: 339.80 1.50-FT 5+22.71
TOP UTILITY BOTTOM BOTTOM UTILITY CROWN SEPARATION STA
WATER: 341.28 SEWER: 339.78 1.5-FT 5+24.21
STORM: 342.35 WATER: 341.91 0.40-FT 5+31.92
WATER: 340.62 SEWER: 338.91 1.71-FT 6+19.47
STORM: 341.63 WATER: 341.13 0.50-FT 6+55.92
A
B
C
D
E
F
G
H
I
A
B
C
D
E
F
I
WEST DRIVE AISLE - SOUTH TO NORTH
V: 1" = 3' | H: 1" = 30'
KEYNOTES
SEWER FORCE MAIN
POINT OF CONNECTION
G
H
1
2
3
4
5
67
8
9
10
11
12
13
14 15
16
17
18
19
20
21
22
23
24
25
26
27
CONTINUATION PER
SHEET C4.3
CONTINUATION PER
SHEET C4.2
CONTINUATION PER
MECHANICAL
CONTINUATION PER
MECHANICAL
8 LF 6" DI CL52
22 LF 8"
PVC C900
2
3
4
12 13 16
20
22
26
PROPOSED 12" STORM
SEE SHEET C3.3
2" DOMESTIC SERVICE
CONNECTION W/ RPBA
11 LF 8" PVC C900
22 LF 8" PVC C900
1" PRESSURE SEWER
CONNECTION TO STEP TANKS
1" PRESSURE SEWER
CONNECTION TO STEP TANKS
1" PRESSURE SEWER
CONNECTION TO STEP TANKS
1" PRESSURE SEWER
CONNECTION TO STEP TANKS
END OF LINE CLEAN OUT
I.E: 345.56 (2" N)
1 - 2" 45° BEND (MJ)
CONC. THRUST BLOCKING
1.5' MIN
SEPARATION
(TYP)
FUTURE 8" WATER MAIN PER WYNDSTONE PROJECT
(PROVIDE CONNECTION ONCE OFFSITE MAIN IS INSTALLED)
1.5" IRRIGATION SERVICE
CONNECTION W/ DCVA
4-4.4
C4.7
4-4.4
C4.7
4-7
C4.8
4-7
C4.8
4-4.4
C4.7
4-4
C4.9
4-3
C4.7
4-7
C4.8
4-3
C4.7
4-17
C4.9
4-4
C4.9
4-4
C4.9
4-4
C4.9
4-3
C4.7
5-1
C4.6
5-1
C4.6
5-1
C4.6
5-1
C4.6
4-3
C4.7
4-17
C4.9
4-16
C4.9
5-20
C4.4
CONTRACTOR SHALL INSTALL BLIND FLANGE
AT PROPERTY LINE AND MARK LOCATION IF
ROAD 'A' IS NOT CONSTRUCTED. NO WORK
BEYOND PROPERTY LINE IS ALLOWED PRIOR
TO DEDICATION OF RIGHT-OF-WAY.
10/19/2021
15' WATER
EASEMENT, TYP.
15'
S1° 30' 43"W
3
4
7
3
4
6
3
4
5 34534534434334234134734610+00 11+00 12+00 12+80 5+0023+0013 LF 8"PVC C900337
340
345
350
337
340
345
350
10+00FG 346.94FG 346.6910+50FG 346.44FG 346.1911+00FG 345.94FG 345.6911+50FG 345.44FG 345.1912+00FG 344.94FG 344.6912+50FG 344.53FG 345.0312+80.31FG 345.14264 LF 8" PVC C900
EXISTING GRADE ELEVATION
AT DRIVE AISLE CENTERLINE
PROPOSED GRADE ELEVATION
AT DRIVE AISLE CENTERLINE
337
340
345
350
337
340
345
350
2+00FG FG2+50FG 344.14FG 344.943+00FG 344.98FG 345.163+50FG 345.34FG 345.514+00FG 345.68FG 345.464+50FG 345.22FG 344.985+00FG 344.86FG 345.115+50FG 5+71.33FG33 LF SDR 21
CL200 F.M.
46 LF SDR 21
CL200 F.M.
EXISTING GRADE ELEVATION
AT DRIVE AISLE CENTERLINE
PROPOSED GRADE ELEVATION
AT DRIVE AISLE CENTERLINE
1 - 2" 45° BEND (MJ)
CONC. THRUST BLOCKING
1 - 2" 90° BEND (MJ)
CONC. THRUST BLOCKING
91 LF 8" PVC C900 144 LF 8" PVC C900
345
344
346
346
345
343
344
N88° 13' 17"W
199.33'
345
345
344
343
342
34
1
345
345344 12+8026
27
28
29
30
31
1 - 8" 90° BEND (MJ)
CONC. THRUST BLOCKING
N 594882.82
E 1110783.27
1 - 8" TEE (MJ)
3 - 8" GATE VALVE (FL)
CONC. THRUST BLOCKING
N 594880.42
E 1110874.11
1 - 8" 22.5° BEND (MJ)
CONC. THRUST BLOCKING
N 594911.01
E 1110874.92
CONNECT TO EXISTING
8" WATER MAIN
N 594934.93
E 1110863.12
2" DOMESTIC SERVICE
CONNECTION WITH RPBA
N 594879.94
E 1110892.30
1 - 6" 90° BEND (MJ)
CONC. THRUST BLOCKING
N 594847.98
E 1110841.47
32
33
1 - 8" 90° BEND (MJ)
CONC. THRUST BLOCKING
N 594876.63
E 1111018.90
1 - 8" 90° BEND (MJ)
CONC. THRUST BLOCKING
N 594613.59
E 1111012.02
FIRE PROTECTION NOTES
FIRE SPRINKLER NOTE
THE FIRE SPRINKLER UNDERGROUND PIPING SHOWN ON THESE PLANS
SHALL BE CONSIDERED FOR LOCATION PURPOSES ONLY. APPROVAL OF
THE CIVIL PLANS DOES NOT CONSTITUTE OR IMPLY APPROVAL FOR
INSTALLATION OF THE FIRE SPRINKLER UNDERGROUND PIPING. A
SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF THE FIRE
SPRINKLER UNDERGROUND PIPING. PLANS AND SPECIFICATIONS FOR
THE UNDERGROUND LEAD-IN PIPING SHALL BE SUBMITTED TO THE CITY
OF YELM BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION.
ALL WORK ON THE UNDERGROUND PORTIONS OF FIRE PROTECTION
SPRINKLER SYSTEMS AND/OR FIRE MAIN FOR HYDRANT PLACEMENT
MUST BE INSTALLED AND CERTIFIED BY A LICENSED CONTRACTOR WHO
HAS ACHIEVED A STATE LEVEL "U" CERTIFICATION. SUBCONTRACTING OF
SUCH WORK TO PERSONS OR FIRMS NOT CURRENTLY LICENSED AS A
FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR IS PROHIBITED
UNDER WAC 212-80.
FIRE PROTECTION NOTES
1.FIRE LINES SHALL BE RESTRAINED JOINTS AND PROVIDE THRUST
BLOCKS AT ALL FITTINGS.
2.THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND
CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN
BY A FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN
OF THE FIRE PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM
SHOWN. THE FIRE PROTECTION SYSTEM AS SHOWN FROM THE MAIN
LINE TO THE CONNECTION AT THE BUILDING SPRINKLER IS INTENDED
FOR LOCATION OF THE FIRE HYDRANTS AND FIRE DEPARTMENT
CONNECTION ONLY. CONTRACTOR'S BID SHALL REFLECT THE
CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN.
3.CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION
ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS
AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT
LIMITED TO ACQUISITION OF ALL PERMITS.
4.ALL VALVES ON FIRE LINE SHALL BE MONITORED BY THE FIRE
CONTROL PANEL.
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: October 4, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-UTIL.dwg
C4.2
17
WATER PLAN AND
PROFILE
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
WATER CONSTRUCTION KEYNOTES NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
UTILITY CROSSING TABLE
TOP UTILITY BOTTOM BOTTOM UTILITY CROWN SEPARATION STA
WATER: 340.97 STORM: 341.50 0.53-FT 2+92.65
WATER: 340.68 STORM: 341.54 0.86-FT 3+04.25
WATER: 340.63 STORM: 341.13 0.50-FT 3+68.54
WATER: 340.53 STORM: 341.08 0.55-FT 4+71.71
WATER: 342.39 STORM: 343.09 0.70-FT 11+35.64
WATER: 342.40 STORM: 342.90 0.50-FT 10+19.25
J
K
L
M
N
O
J
K
L
M
N
O
NORTH DRIVE AISLE - WEST TO EAST
V: 1" = 3' | H: 1" = 30'
EAST DRIVE AISLE - SOUTH TO NORTH
V: 1" = 3' | H: 1" = 30'
REFER TO C4.1
FOR DESIGN
INFORMATION
REFER TO C4.3
FOR DESIGN
INFORMATION
28
29
30
31
32
32
33
CONTINUATION PER
SHEET C4.1
CONTINUATION
THIS SHEET
CONTINUATION PER
SHEET C4.3
CONTINUATION
THIS SHEET
26
27
26
32
2" DOMESTIC SERVICE
CONNECTION W/ RPBA
28
FINISHED GRADE AT
DRIVE AISLE CENTERLINE
EXISTING GRADE AT
DRIVE AISLE CENTERLINE
1 - 2" 45° BEND (MJ)
CONC. THRUST BLOCKING
PROPOSED 12" STORM
SEE SHEET C3.3
1.5'
MIN
91 LF 8" PVC C900 144 LF 8" PVC C900
33
32
PROPOSED 12" STORM
SEE SHEET C3.3
264 LF 8" PVC C900
FINISHED GRADE AT
DRIVE AISLE CENTERLINE
EXISTING GRADE AT
DRIVE AISLE CENTERLINE
4-3
C4.7
4-17
C4.9
4-3
C4.7
4-17
C4.9
10/19/2021
340
345
350
340
345
350
20+50FG 346.9021+00FG 346.6921+50FG 346.4422+00FG 347.0422+50FG 346.3823+00FG 346.7323+50FG 23+71.29FGFG 347.04FG 346.82FG 346.44FG 346.77FG 346.71FG 346.48FG 346.78EXISTING GRADE ELEVATION
AT DRIVE AISLE CENTERLINE
PROPOSED GRADE ELEVATION
AT DRIVE AISLE CENTERLINE
264 LF 8" PVC C900
13LF 8"
PVC C900
13 LF 8" PVC C900
3
4
7 10'15'347
34734
7
347
347
347
10+0021+00 22+00 23+00
264 LF 8" PVC C900
13 LF 8"
PVC C900
33
34
35
36
37
1 - 8" 90° BEND (MJ)
CONC. THRUST BLOCKING
N 594613.59
E 1111012.02
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FL)
13 LF 6" DI CL52
1 - HYDRANT ASSEMBLY
CONC. THRUST BLOCKING
N 594613.87
E 1110999.95
CENTER FIRE
HYDRANT ASSEMBLY
N 594606.29
E 1110999.76
CENTER FIRE
DEPARTMENT CONNECTION
N 594600.48
E 1111007.11
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FL)
1 - POST INDICATOR VALVE (FL)
1 - 6" DDCVA
CONC. THRUST BLOCKING
N 594614.30
E 1110987.19
38
39
40
41
42
43 2" DOMESTIC SERVICE
CONNECTION WITH RPBA
N 594618.26
E 1110833.56
E 1111007.11
1 - 6" 90° BEND (MJ)
CONC. THRUST BLOCKING
N 594601.25
E 1110977.04
1 - 6" 90° BEND (MJ)
CONC. THRUST BLOCKING
N 594582.52
E 1110986.36
CENTER POST
INDICATOR VALVE
N 594582.67
E 1110980.85
1 - 6" 90° BEND (MJ)
CONC. THRUST BLOCKING
N 594583.29
E 1110963.90
2" DOMESTIC SERVICE
CONNECTION WITH RPBA
N 594614.98
E 1110958.91
FIRE SPRINKLER NOTE
THE FIRE SPRINKLER UNDERGROUND PIPING SHOWN ON THESE PLANS
SHALL BE CONSIDERED FOR LOCATION PURPOSES ONLY. APPROVAL OF
THE CIVIL PLANS DOES NOT CONSTITUTE OR IMPLY APPROVAL FOR
INSTALLATION OF THE FIRE SPRINKLER UNDERGROUND PIPING. A
SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF THE FIRE
SPRINKLER UNDERGROUND PIPING. PLANS AND SPECIFICATIONS FOR
THE UNDERGROUND LEAD-IN PIPING SHALL BE SUBMITTED TO THE CITY
OF YELM BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION.
ALL WORK ON THE UNDERGROUND PORTIONS OF FIRE PROTECTION
SPRINKLER SYSTEMS AND/OR FIRE MAIN FOR HYDRANT PLACEMENT
MUST BE INSTALLED AND CERTIFIED BY A LICENSED CONTRACTOR WHO
HAS ACHIEVED A STATE LEVEL "U" CERTIFICATION. SUBCONTRACTING OF
SUCH WORK TO PERSONS OR FIRMS NOT CURRENTLY LICENSED AS A
FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR IS PROHIBITED
UNDER WAC 212-80.
FIRE PROTECTION NOTES
1.FIRE LINES SHALL BE RESTRAINED JOINTS AND PROVIDE THRUST
BLOCKS AT ALL FITTINGS.
2.THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND
CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN
BY A FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN
OF THE FIRE PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM
SHOWN. THE FIRE PROTECTION SYSTEM AS SHOWN FROM THE MAIN
LINE TO THE CONNECTION AT THE BUILDING SPRINKLER IS INTENDED
FOR LOCATION OF THE FIRE HYDRANTS AND FIRE DEPARTMENT
CONNECTION ONLY. CONTRACTOR'S BID SHALL REFLECT THE
CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN.
3.CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION
ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS
AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT
LIMITED TO ACQUISITION OF ALL PERMITS.
4.ALL VALVES ON FIRE LINE SHALL BE MONITORED BY THE FIRE
CONTROL PANEL.
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: October 4, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-UTIL.dwg
C4.3
18
WATER PLAN AND
PROFILE
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
WATER CONSTRUCTION KEYNOTES
UTILITY CROSSING TABLE
TOP UTILITY BOTTOM BOTTOM UTILITY CROWN SEPARATION STA
WATER: 343.21 STORM: 343.75 0.54-FT 22+52.95
WATER: 343.21 STORM: 343.76 0.55-FT 21+43.58
P
Q
PQ
FINISHED GRADE AT
DRIVE AISLE CENTERLINEEXISTING GRADE AT
DRIVE AISLE CENTERLINE
PROPOSED 12" STORM
SEE SHEET C3.3 (TYP)
12(REFER TO SHEET C4.1)
33
34
35
36
37
41
38
39
40
42
43
CONTINUATION PER MECHANICAL
12 (REFER TO
SHEET C4.1)
35
34
33
2" DOMESTIC SERVICE
CONNECTION W/ RPBA
2" DOMESTIC SERVICE
CONNECTION W/ RPBA
13 LF 8"PVC C900
CONTINUATION PER
SHEET C4.1
CONTINUATION PER
SHEET C4.1
CONTINUATION PER
SHEET C4.2
32 LF 6" DI CL52
31 LF 6" DI CL52
5 LF 6" DI CL525 LF 6" DI CL52
10 LF 6" DI CL52
17 LF 6" DI CL52
4-3
C4.7
4-17
C4.9
4-3
C4.7
4-17
C4.9
4-3
C4.7
4-17
C4.9
4-3
C4.7
4-17
C4.9
4-4
C4.9
4-7
C4.8
4-4.4
C4.7
10/19/2021
DATE: October 4, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-UTIL-DTLS.dwg
C4.4
19
SEWER NOTES
AND DETAILS
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
1 NOT TO SCALE
2000 GAL STEP TANK 2 NOT TO SCALE
3000 GAL STEP TANK
10/19/2021
DATE: October 4, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-UTIL-DTLS.dwg
C4.5
20
SEWER NOTES
AND DETAILS
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
1.ALL STEP TANKS HOUSING MORE THAN ONE PUMP MUST UTILIZE 2 INCH PIPING FOR THE SERVICE LINE.
PROVIDE ORENCO MODEL P20 05 11 OR APPROVED EQUAL. PUMPS SHALL BE LISTED BY AN APPROVED
TESTING LABORATORY E.G., UL OR CSA FOR USE AS AN EFFLUENT PUMP. PUMPS SHALL BE STAINLESS
STEEL AND / OR THERMOPLASTIC. ALL WETTED FASTENERS SHALL BE 300-SERIES STAINLESS STEEL.
2.MOTORS
MOTORS SHALL BE PERMANENT SPLIT PHASE-TYPE OPERATING AT 3450 RPM. MOTORS SHALL BE 1/2 HP,
115 VOLT, SINGLE PHASE, 60 HZ. THE SUPPLIER SHALL PROVIDE A HEAD CURVE SHOWING PERFORMANCE
OF THE PUMP WITH THE ORIFICE INSTALLED. MOTORS SHALL BE THERMALLY-PROTECTED WITH AN
AUTOMATIC-RESET FEATURE.
3.OPERATING CONDITIONS
THE EFFLUENT PUMP SHALL BE OF THE SUBMERSIBLE TURBINE TYPE CAPABLE OF DELIVERING 20 GPM
AGAINST A TDH OF 105 FEET, AND WITH A SHUT-OFF HEAD OF NOT LESS THAN 160 FEET.
4.BYPASS
A 1/8" BYPASS ORIFICE SHALL BE DRILLED IN THE DISCHARGE HEAD OF THE PUMP TO ALLOW FOR COOLING
PUMP MOTOR DURING PERIODS OF NO DISCHARGE.
PUMP NOTES
DUPLEX PUMP SYSTEMS AND TRIPLEX PUMP SYSTEMS FOR 3,000 GALLON TANKS OR LARGER
1.CALCULATIONS ASSUME POWER TRANSFER SWITCH IS INSTALLED
2.SEE SIZING INFORMATION ON SHEET C4.0
STEP TANK CALCULATIONS
10/19/2021
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: October 4, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-UTIL-DTLS.dwg
C4.6
21
SEWER NOTES
AND DETAILS
A.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).
B.ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR
PRIOR TO THE START OF CONSTRUCTION.
C.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.
D.A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF
CONSTRUCTION.
E.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.
F.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 TO PRIOR TO ANY
EXCAVATION.
G.SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD
JOINTS.
H.ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12"
TO 8" UNDER THE PROPOSED 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 SYSTEM AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE, HEAVY COATED UF
DIRECT-BURY 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 AND WIRE SHALL BE FURNISHED BY THE
CONTRACTOR.
I.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.
J.BEDDING OF THE SEWER MAIN AND ALL APPURTENANCES SHALL BE SAND AND COMPACTION OF THE
BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION
(SEE GENERAL NOT 5.60-A)
K.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.
L.EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO
PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS.
M.PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) AS REQUIRED.
N.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON
CONSTRUCTION SITE AT ALL TIMES.
O.ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM.
P.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.
Q.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.
R.PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, 5-FEET FROM TOP OF
PANEL TO FINISH GRADE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM.
S.IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE AS
SEPARATE "ON-OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL
HAVE A LOCKING COVER MODEL #5031-0 RAYNITE SINGLE GANG WEATHERPROOF COVER 1.406" DIAMETER.
T.INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48-HOUR NOTICE TO THE SEWER
DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION.
ITEMS NEEDING INSPECTION ARE:
T.A.TANK INSTALLATION, IE; BEDDING AND LOCATION
T.B.TANK INFILTRATION, EXFILTRATION TEST
T.C.S.S. PRESSURE TEST
T.D.SERVICE LINE PRESSURE TEST
T.E.FINAL INSPECTION
U.ALL POSTS USED TO SUPPORT CONTROL PANELS MUST BE HOT DIP GALVANIZED UNISTRUT OR APPROVED
EQUAL.
GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION)
10/19/2021
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: October 4, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-UTIL-DTLS.dwg
C4.7
22
WATER NOTES
AND DETAILS
GENERAL NOTES (WATER MAIN INSTALLATION)
1 NOT TO SCALE
TYPICAL UTILITY CROSSING
10/19/2021
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: October 4, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-UTIL-DTLS.dwg
C4.8
23
WATER NOTES
AND DETAILS
10/19/2021
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
28
SKML/EAML/EA
10/18/2021
CIVIL PERMIT SET
2210016.10
PO BOX 597
PUYALLUP, WA 98371
JERRY SCHUUR
SCHUUR BROTHERS
CONSTRUCTION
TAHOMA BOULEVARD
APARTMENTS
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 24, TWN. 17 N., RGE. 01 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
TAHOMA BOULEVARD APARTMENTS
DATE: October 4, 2021 FILENAME: Q:\2021\2210016\10_CIV\CAD\_Site Development\2210016-SH-UTIL-DTLS.dwg
C4.9
24
WATER NOTES
AND DETAILS
10/19/2021