20070057 Approved Plans Thru 04172014(rrr
L
THE HOFFMAN PLAT
2. EACH DWELLING WITHIN THE SUBDIVISION 94ALL CONNECT TO THE CITY S.T.E.P. SEWER
SYSTEM. 111E PROJECT WILL BE REQUIRED TO EXTEND THE SEWER MAINS ACROSS THE
CULLENS ROAD FRONTAGE AND ALSO CONBIECT TO THE PRAIRIE WINDS STREET LINE THROUGH
THE PROPOSED PROJECT TO THE CULLENS ROAD PLAT TO THE NORTH. THE CONKC71ON FEE
AND INSPECTION FEE WILL BE ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCE.
i ALL DWELLING UNITS WITHIN THE SUBDIVISION SMALL CONNECT TO THE CITY WATER SYSTEM
DING PERMIT ISSUANCE ALL REQUIREMENTS FOR
N SECTION 248 -290 -490 WAC SHALL 8E MET BY
4. THE CIVIL ENGINEI MM PLANS SHALL INCLUDE PLANS FOR THE COLLECTION, TREATMENT, AND
INFILTRATION OF STORMWATER N ACCORDANCE WITH THE 1992 DOE STOIIMWATER MANUAL. AS
ADOPTED BY THE CITY OF YELM. BEST MANAGEMENT PRACTICES (IMP'S) ARE REOUNED
DURING CONSTRUCTION. A 10 -FOOT SETBACK FROM ALL PROPERTY LINES AND EASEMENTS
ARE REQUIRED FOR SI0RMWA7ER FACILITIES. THE FINAL STORMWATER SYSTEM SMALL BE HELD
N COMMON BY THE HOMEOWNERS ASSOCIATION AND THE HOMEOWNERS AGREEMENT SMALL
INCLUDE PROVISIONS FOR THE ASSESSMENT OF FEES AGAINST INDIVIDUAL LOTS FOR THE
MAINTENANCE AND REPAIR OF THE STORMWATER FACILITIES. ALL ROOF DRAIN RUNOFF SMALL
BE NFlLTRATED ON EACH LOT UTILIZING INDIVIDUAL DRYWELLS
5. THE APPLICANT SHALL SUBMIT A FINE HYDRANT PLAN TO THE COMMUNITY DEVELOPMENT
DEPARTMENT FOR RENEW AND APPROVAL AS PART OF THE CIVIL ENGINEERING PLANS PRIOR
TO FINAL SUBDIVISION APPROVAL THE APPLICANT SHALL SUBMIT FIRE FLOW CALCULATIONS
FOR ALL EXM 100 AND PROPOSED HYDRANTS. ALL HYDRANTS MUST MEET MINIMUM CITY
STANDARDS.
a THE APPLICANT SMALL BE RESPONSIBLE FOR THE PAYMENT OF HYDRANT LOCK$ ON ALL FIRE
HYDRANTS REQUIRED AND THE LACKS SMALL BE NSPEC70 BY THE PUBLIC "WORKS
DEPARTMENT BEFORE PROJECT COMPLETION. THESE FEES SMALL BE COLLECTED BY THE
COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL PLAT RECORDING.
7. STREET L047M AND INTERIM STREET LIGHTING WILL BE REQUIRED. THE APPLICANT SHALL
CONTACT NTOUOMT TO PROVIDE A LIGHTING DESIGN PLAN FOR APPROVAL.
B. PURSUANT TO THIS REOUNIIE ENIS OF CHAPTER 15.40 YMC, THE FOLLOWING REQUIREMENTS
MUST BE MET FOR CONg NIE)OCY PURPOSE& -
a THE BUILDER OF ANY STRUCTURE WITHIN THE SUBDIVISION SMALL PAY.AW'FIIE
PROIECRON IMPACT FEE PURSUANT TO SECTION 15 .40.020(9X9) WC. THE IMPACT FEE
FOR 2008 IS 10.219 PER SQUARE FOOT OF NEW DEVELOPMENT, AND IS PAYABLE AT
BUILDING PERMIT ISSUANCE (FEE SUBJECT TO CHANGE).
9. PRIOR TO CIVIL PLAN APPROVAL. THE APPLICANT WILL PROVIDE THE COMMUNITY DEVELOPMENT
DEPARTMENT AN ADDRESSING MAP FOR APPROVAL
I&PNOR TO FINAL PLAT APPLICATION. A SUBDIVISION NAME MUST BE RESERVED WITH THE
THU RSTON OOUNTY AUDITOR'S OFFICE
11. THE CIVIL ENGINEERING PLANS SHALL 11140AIDE A DETAILED LANDSCAPE PLAN THAT IDENTIFIES
TYPES N. NI, AND V LANDSCAPING 04M IS CONISISIENT WITH THE CONCEPTUAL LANDSCAPING
PLAN. TYPE N LANDSCAPING IS REQUIRED ALONG THE PERIMETER OF THE PROPERTY AND
ALONG THE FRONTAGE OF CULLENS ROAD. A TYPE ■ LANDSCAPE BUFFER SHALL BE
IDENTIFIED ALONG THE PROPERTY FRONTAGE OF CULLENS ROAD AS WILL AS NEW INTERNAL
STREETS TYPE IN LANDSCAPING ALONG CULLENS ROAD SHALL INCLUDE DROUGHT TOLERANT
SHRUBS AND BARK MSTEAD OF GRASS TYPE V LANDSCAPING SMALL BE DISPLAYED WITHIN
ALL STORMWATER RETENTION/DETENTION FACILITIES. ALL PLANTING STRIPS AND REQUIRED
LANDSCAPING LOCATED N CULENS ROAD SHALL BE SERVED BY A DRIP IRRIGATION SYSTEM
WIN A SEPARATE WATER METER AND AN APPROVED BACOVOW PREVENTION DEVICE. THE
APPLICANT SMALL SUBMIT A FINAL LANDSCAPE AND IRRIGATION PLAN AT THE TIME OF CIVIL
PLAN SUBMISSION.
12. THE APPLICANT SHALL PROVIDE A MINNMIUM OF FIVE (5) PERCENT OF THE GROSS LAND AREA
AS QUALIFIED OPEN SPACE DEVELOPED AS PARKS.
1A THE DEVELOPER SHALL MITIGATE THEE LOSS AT A MINIMUM OF 1 -1 FOR TREES THAT CANNOT
DE PRESERVED. TREE LOSS SMALL BE MITIGATED BY PLANTING A MIX OF (EVERGREEN AND
DECIDUOUS TREES ALONG THE EAST PROPERTY LINE AND WITHIN THE OPEN SPACE. TREES TO
MAIN MUST BE PROTECTED DURING CONSTRUCTION PURSUANT TO CHAPTER 14.18. RAC.
14.THE APPLICANT SHALL PROVIDE A PERFORMANCE ASSURANCE DEVICE IN ORDER TO PROVIDE
FOR MAINTENANCE OF THE RECLINED LANDSCAPING UNTIL THE TENANT OR HOMEOWNERS'
ASSOCIATION BECOMES RESPONSIBLE FOR LANDSCAPING MAINTENANCE. THE PERFORMANCE
ASSURANCE DEVICE SMALL BE 150 PERCENT OF ONE ANTICIPATED COST TO MAINTAIN THE
LANDSCAPING FOR THREE YEARS.
THE CONTRACTOR SMALL BE FULLY RESPONSIBLE FOR THE LOCATION
AND P007EC71ON OF ALL EXISTING UTILITIES.
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSMICTION BY CALLING THE UNDERGROUND LOCATE LINE AT
1- 900 - 424 -5585
A MMNLNIM OF 49 HOURS PAM TO ANY EXCAVATION.
THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING
ALL LOCATE MAWS ONCE THE UTIJ7ES HAVE SEEN LOCATED.
R►Id SIR bwlw NN w 3/13/41654 w
9Vn}M\■W4Wl4 NMBWw RwM 2/13/M 1921 AV
YELM, WASHINGTON
SECTION 24 TOWNSHIP 17 RANGE 1E WoM.
FEBRUARY 2008
PROJECT
8RE
q�H
WIRE AW i1
�1
V
Y�
VK=ffY E'
NOT TO SCALE
■
SEWER SERVICE BOX
-
N
WATER VALVE
—W-
A
HYDRANT
— SS— — —
■
WATER METER
s
O t
PROPOSED STREET LIGHT
—SD, — —
4�zi
EXISTING STREET LIGHT
ID
■
CATCH BASIN
--- - - - - --
PROPOSED PAVEMENT
— - - —
DRAINAGE
LOT BLDG ENVELOPE
0
PROPOSED SIDEWALK
- — — — -
AND
— DHP - --
EXISTING WATER
PROPOSED WATER LINE
EXISTING SEWER
PROPOSED SEWER LINE
EXISTING STORM DRAINAGE
PROPOSED STORM DRAINAGE
PROPOSED ROW
PROPERTY LINE
PROPOSED LOT LINE
PROPOSED EASMENT
EXISTING OVERHEAD POWER
C SKILLIMOS
COMMOLLY
5018 �B09y ft*r*ad SE, I.=". WMNHMI(IROI1 98503
(390) 491 -MW (900) 464 -7545 Fox (360) 491 -3857
APPLICANT
voi DATUM
Now=
BASIS OF BEARINGS:
WASHINGTON COORDINATE SYSTEM NAD83/91, SOUTH ZONE
BASED ON CPS RTK 71ES TO.
THURSTON COUNTY CONTROL POINTS:
253
N
597,545.98,
E
1,113,138.22
359
N
003.437.82,
E
1,108,790.28
838
N
598.849.58,
E
1,110,484.08
841
N
592.854.49,
E
1,113,005.47
DISTANCES ARE GRID US SURVEY FEET
COMBINED FACTOR 0.99992
ENGINEER
STANTON DEVELOPMENT, LLC SKILLINGS CONNOLLY, INC.
PO BOX 2307 5016 L,ACEY BLVD.
KIRKLAND, WA 98083 LACEY, WA 96503
(425) 827 -5722 (360)491-M
ATTN: RANDY FORSYTH
PROJECT DATA
SFIE ADDRESS:
TAX PARCEL No.:
ZONING:
AREA:
NUMBER OF LOTS:
WATER:
SEWER:
POWER:
STORM DRAINAGE:
BUILDING SETBACKS:
ATTW ROBERT G CONNOLLY, PE
9405 CULLENS RD. SE.
YELM, WA
21724110700
R-6 CHAPTER 17.15
2.81 ACRES
15 LOTS
CITY OF YELM
CITY OF YELM S.T.E.P.
PUGET SOUND ENERGY
ON -SITE RETENTION /
INDMIDUAL DRYWELLS
FROND =15'
SIDE z 5' MIN EACH SIDE,
BOTH MUST =12'
FLANKING YARD =15'
Slime
TITLE
1
COVER
SHEET
2
DEMOLITION
AND
TE§C
PLAN
3
GRADING PLAN
4
GRADING
AND
DRAINAGE
DETAILS
5
ROADWAY
AND
DRAINAGE
PLAN
AND PROFILE
6
DRAINAGE
BASIN DETAILS
7-8
ROADWAY SECTIONS AND DETAILS
9
WATER AND
SEWER PLAN
AND
PROFILE
10.12
WATER
AND
SEWER P ---TAILS
13
SIGNING
PLAN
AND
DETAILS
14-15
FRONTAGE IMPROVEMENTS
LS-1
LANDSCAPING PLAN
LS-2
m
IRRIGATION PLAN
APPROVED FOR CONSTRUCTION
B DATE: 4 -7- o e
-Tml'�Z`
DWelopTwot Review Engi L-
L
F�REsl
SECTION 24 TOWNSHIP 17 RANGE 1E W.M.
' m,
U -
Ul;
`.'B ..:,': ,V�4b,TlQ52l 1111,.* 1P'.. �►' Wtl i�tvl��d''> ilR:akyl�,"�6�yi�■■�B =.�� — /L"�I —
�I ■..
�\ �- .��;. _ irBB1B1• r�s�� ;,u4w�s��w��:.uur:S��:_ —. —_. •
j N:
I 3 i l E:1112577.37
KEYNOTE SC HE ll F
VERTICAL DATUM
NOW20 O INSTALL CONSTRUCTION ENTRANCE PER
ww DETAIL THIS SHEET
WASHINGTON COORDINATE SYSTEM O2 INSTALL FILTER FABRIC FENCE
NADB3/'I7 SOUTH ZONE BASED ON GIPS
m TIES T0: O INSTALL SILT SOCK PER DETAIL
THURSTON COUNTY CONTROL POINTS:
283 N 897,645.98, E 1,113,138.22
359 N 803,437.62, E 1,106,790.26
838 N 816849.86, E 1,110,464.06 NOTE:
841 N 892.854.49, E 1.113.005.47 SCALE IN FEET REQUIRED DDURNG BUILLDNGAPERMI�ASE OLL 44 EACH
DISTANCES ARE GRID US SURVEY FEET i LOT
COMBINED FACTOR 0.99992 0 20 40
1. IOSMNEV AM MAMMALS SNAL E IN AOMMANCE VAIN IE -'O ---0 — FILTER FABRIC FENCE
MOST OUBER STNOND DHOW FOR ROAD 0601VATONS — XXX EXISTING CONTOUR
M RBAI, BRIDE AND MUNIMAL OMMORIC110M PJK0ED
AIRY BY WAfMOINOW STATE OeARIMW OF IRAIIRORTATQI
AID MMMION STAR CAMEL AAEIOAN FUIDk WOISIS NOTE: WHEN REMOVING SILT SOCK USE ADEQUATE
A9IOOMIIOM, AID QlY OF MM PAID WORKS STANDARK ASSURE THE FABRIC AND SILT DOES NOT FALL INTO STAFFING TO
MAIN YAIMUAS MEANS WE VECRICATM IN ALL THE CATCH BASIN.
lerem MOLIMM9 SAND EK#V NMZ UL E AFPROYED FOR
OO SIMIOWON LIE BY IE asoN R. INLET OVERFLOW
PROTECTION
1 DOIDMUCRON WNW RNNL E BY INE DOW IDMRatR OR A
gIMIA UCOME S1RhtM IE OEYEIIFEW OR OONIRACTOR
M lop F no SOaDUMo TSS IBM.
i WO ANY 0W= AND 5N9MENTAIION CONTROL SHALL E
ummonaEN Now QOMRUOBON TO AYOD DAMAGE TO
OONNBIRICim FACUWES OR NAMENT PROPERWEL
♦ I R IN TO ANY ON IM MPROM OM ROADWAY OONSTRUCnoN, SEDIMENT
w RMRONe wn TD I1 1 ROADWAY FACUTIM A COLLECTION
mm 11 P I CONFIDENCE SNAIL E SOEDUED WITH
WIN'B EVDCNIBNT Am DIUTES RNwwm
INK K%UPE AND NM/M OONIRACIOA(S) MIST
E M ATEDNNE.
• F 10111111111 01 9IE1 UiUM AE RfORIm TO E INSTALL SILT SOCK IN CB'S
OOMIM M M M VIM RNNT- OF -MY, 1ME A PUCANT AS SHOWN AND ADD STORM
MAIL mm M MMI RY FONMtS FROM TIE Mu BASIN PROTECTION AT RIGHT
II UM WWI= PM01 10 CONSI UCRON. SiLT
• A tLT WOK •WL E NWAMID AT EACH CATCH BASH IACAIDN. — 0"
DATE RVASIONS 0'
DESI(; M BY: B. JOHNSON I 06 07 N0. 1 DATE
ENTERED BY! M. WART 1 06/07 1 1 9/2007 1 REVISED PER CITY COMMENTS
DEMOLITION NOTES:
1. ALL EXISTING WELLS ON -SITE SHALL BE
ABANDONED PER DOE REGULATIONS.
LAW If BakM NBM1M RI 3/U/11 934 M
ki 1MM9 A NWkm 1`166M New
APPROXIMATE LOCATION OF 1
EXISTING WELL. ABANDON
II II i I' I PER ,00E GUIDELINES l
SHED
J
I
'I
I
I
1�
12' MIN. 75
4' TO 8' QUARRY SPALLS '
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
INSTALL CONSTRUCTION ENTRANCE AT LOCATI ON WHERE
ACCESS OFF OF A PAVED ROADWAY BEGINS.
4.. l.iffell rc ' a rfx� 10131
EXISTING
BUILDINGS
TO BE
REMOVED
FILTER FABW
MATERIAL
BACKFILL AND
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 CALUNG THE UNDERGROUND LOCATE LINE AT
1 -800- 424 -5555
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING
ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED.
C SKILLINti*S
CONNOLLY
5016 Laoay Boulevard 3E, Umy, Wss Wglon 96503
(360) 491 -3399 (800) 454 -7545 Fax (380) 4913857
HOFFMAN
PLAT
yRA1NAGE. GRADING AND TEMPORARY
EROSION CONTROL NOTES:
1. TEMPORARY EROSION/WATER POLLUTION MEASURES SHALL BE REQUIRED IN
ACCORDANCE WITH SECTION 1 -07.15 OF THE STANDARD SPECIFICATIONS AND AS
FOLLOW$:
A. SOIL EROSION AND WATER POLLUTION/FLOOD CONTROL PLANS SHALL BE
SUBMITTED TO AND APPROVED BY THE COUNTY. SUBMITTAL AND APPROVAL OF THESE
PLANS SHALL PRECLUDE ANY CONSTRUCTION ACTIVITY ON THE SITE
B. ALL PERMANENT STORAGE AND DETENTION AREAS USED AS PART OF THE
TEMPORARY EROSION CONTROL AND WATER POLLUTION/FLOCO ACTIVITIES AND
CONVEYANCE SYSTEMS SHALL BE CLEANED OF ALL SILTS, SAND AND 07HER MATERIALS
FOLLOWING COMPLETION OF CONSTRUCTION.
2. COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS BY THURSTON COUNTY
OR OTHER GOVERNING AUTHORITY OR AGENCY.
3. PRIOR TO ANY OTHER WORK ON SITE, EROSION CONTROL FENCING AND ROCK ACCESS
DRIVEWAY SHALL BE IN PLACE, AS SHOWN ON PLAN.
4. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES THROUGHOUT DURATION
OF PROJECT CONSTRUCTION AS DIRECTED BY THE COUNTY.
5. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH APRIL 30, ALL DISTURBED AREAS
GREATER THAN 5,000 S.F. THAT ARE LEFT UNWDRKED REGULARLY OR FOR AN
EXTENDED TIME SHALL BE STABILIZED BY SEEDING AND MULCHING.
6. STOCKPILED DIRT MATERIAL SHALL BE COVERED.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE DURING
CONSTRUCTION AND SHALL WATER DOWN AREAS AS NECESSARY AND IN CONFORMANCE
WITH THE PERTINENT THURSTON COUNTY ORDINANCES.
e. ALL DISTURBED AREAS SMALL BE SEEDED PER THE STABILIZATION REQUIREMENTS OF
TABLE 9.1 OF THE THURSTON REGION DRAINAGE MANUAL
9. FILTER FABRIC FENCES SHALL BE MAINTAINED IN ORDER THAT STORM WATER
DISCHARGED OFF SITE IS AS FREE OF SEDIMENT AS POSSIBLE INSPECT FILTER FABRIC
FENCES AFTER EACH RUNOFF EVENT AND DAILY DURING PROLONGED RAN AND REPAIR
THEM AS NECESSARY. WHEN SEDIMENT BUILDUP BECOMES EXCESSIVE, REMOVE THE
SEDIMENITS OR BUILD A NEW FENCE PARALLEL TO THE OLD ONE.
1D, IN AREAS UNDER STRUCTURES PAVING SECTIONS AND SIDEWALKS, STRIP ALL TOPSOIL
AND ORGANIC MATERIAL. FOR STRUCTURAL FILL IN AREAS UNDER FOOTINGS AND SLABS
ON GRAPE, ALL SOILS SHALL BE COMPACTED TO A MINIMUN DENSITY OF 901E OF ASTM
D -1557 OR 95X OF UBC 70 -1. THIS INCLUDES PROOF- ROLLING NAIVE SOILS EXPOSED
IN THE BOTTOM OF THE EXCAVATION PRIOR TO PLACEMENT OF FILL. MATERIALS UNDER
THE PAWING SECTION SHALL ALSO BE COMPACTED TO THE MINIMUM DENSITY BY
PROOF - ROLLING PRIOR TO PLACEMENT OF THE PAVING SECTION; THIS INCLUDES
PROOF - ROLLING IN -PLACE SOILS, SOILS THAT HAVE BEEN DISTURBED DINING
CONSTRIUCTION AND ALL STRUCTURAL FILL MATERIALS.
11. FOR IMPORTED STRUCTURAL FILL A CLEAN, SIX -INCH MINUS, WELL GRADED GRAVEL OR
GRAVELY SAND (CLASSIFYING AS GIN OR SW AS DETERMINED BY ANSI /ASTM TEST
METHOD D -2487) SHALL BE USED. NO MORE THAN 7% BY WEIGHT SHALL PASS THE
x:200 SCREEN AS TESTED BY ANSI /ASTM D -1140 TEST PROCEDURE. OTHER MATERIAL
MAY BE SUBSTITUTED NTH PRIOR APPROVAL BY A GEOTECHNICAL CONSULTANT FOR
USE
12, ALL FILL SHALL BE PLACED IN UNIFORM HORIZONTAL LIFTS OF SIX TO EIGHT INCHES
LOOSE THICKNESS, CONDITIONED TO THE OPTIMUM MOISTURE CONTENT, AND
COMPACTED TO THE SPECIFIED MINIMUM DENSITY BEFORE PLACING THE NEXT LIFT. ALL
UTILITY TRENCH BACKFILL SHALL BE COMPACTED AS SPECIFIED ABOVE.
13, PLACEMENT OF FILL SECTIONS ON SLOPES GREATER THAN 4:1 (HORIZONTAL 70
VERTICAL) SHALL BE BENCHED AS DIRECTED INTO NATIVE SOILS. HEIGHT AND WDHN
OF THE BENCH WILL BE DETERMINED IN A FIELD BY A SOILS ENGINEER OR ENGNEERNG
GEOLOGIST.
14, IN CASE. EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY OWNERS, ALL
CONS7RIUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE S17UA7M
IN THE FUTURE MUST CEASE, AND THE OWNER /CONTRACTOR WILL IMMEDIATELY
COMMENCE RESTORATION METHODS. RESTORATION ACTIVITY WILL CONTINUE LN71L SUCH
TIME AS THE AFFECTED PROPERTY OWNER IS SATISFIED.
15, SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN
ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMMTA704
THE APPLICANT /CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO
PROTEC4 ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND/OR
STORM )7RAINAGE SYSTEMS.
16, IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER
WORK 15 ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS
MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER
APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN
QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS
OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER,
WHENEVER IT IS IN THE INTEREST OF THE APPLICANT/ CONTRACTOR, BUT MUST BE
AUGMENTED WITH MULCH, NETTING, OR OTHER TREATMENT.
17, REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES
ONLY WHEN THE ENTIRE SITE IS STABILIZED.
APPROVED FOR CONSTRUCTION
8 DATE: A HR"e�Wtnglrneer
2
APPROVAL
EXPIRES: 4 -
06519 –A
DEMOLITION & TESC
DETAILS AND NOTES a
WA
•
I
OXIMATE LOCATION
OF EXISTING
SYSTEM
ABANDONED -
THURSTON COUNTY AND
DON GUIDEU14E
_• _ '
1
.I
FILTER FABRIC MATERIAL USE STAPLES ilk
WIRE RINGS 70 ATTACH
FABRIC TO NRE
MESH BACKUP
SUPPORT
AS ov n
1 1
BURY BOTTOM
z
OF a'
MATERIAL
TRENCH
.., OR STEEL .,
FILTER FABW
MATERIAL
BACKFILL AND
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 CALUNG THE UNDERGROUND LOCATE LINE AT
1 -800- 424 -5555
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING
ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED.
C SKILLINti*S
CONNOLLY
5016 Laoay Boulevard 3E, Umy, Wss Wglon 96503
(360) 491 -3399 (800) 454 -7545 Fax (380) 4913857
HOFFMAN
PLAT
yRA1NAGE. GRADING AND TEMPORARY
EROSION CONTROL NOTES:
1. TEMPORARY EROSION/WATER POLLUTION MEASURES SHALL BE REQUIRED IN
ACCORDANCE WITH SECTION 1 -07.15 OF THE STANDARD SPECIFICATIONS AND AS
FOLLOW$:
A. SOIL EROSION AND WATER POLLUTION/FLOOD CONTROL PLANS SHALL BE
SUBMITTED TO AND APPROVED BY THE COUNTY. SUBMITTAL AND APPROVAL OF THESE
PLANS SHALL PRECLUDE ANY CONSTRUCTION ACTIVITY ON THE SITE
B. ALL PERMANENT STORAGE AND DETENTION AREAS USED AS PART OF THE
TEMPORARY EROSION CONTROL AND WATER POLLUTION/FLOCO ACTIVITIES AND
CONVEYANCE SYSTEMS SHALL BE CLEANED OF ALL SILTS, SAND AND 07HER MATERIALS
FOLLOWING COMPLETION OF CONSTRUCTION.
2. COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS BY THURSTON COUNTY
OR OTHER GOVERNING AUTHORITY OR AGENCY.
3. PRIOR TO ANY OTHER WORK ON SITE, EROSION CONTROL FENCING AND ROCK ACCESS
DRIVEWAY SHALL BE IN PLACE, AS SHOWN ON PLAN.
4. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES THROUGHOUT DURATION
OF PROJECT CONSTRUCTION AS DIRECTED BY THE COUNTY.
5. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH APRIL 30, ALL DISTURBED AREAS
GREATER THAN 5,000 S.F. THAT ARE LEFT UNWDRKED REGULARLY OR FOR AN
EXTENDED TIME SHALL BE STABILIZED BY SEEDING AND MULCHING.
6. STOCKPILED DIRT MATERIAL SHALL BE COVERED.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE DURING
CONSTRUCTION AND SHALL WATER DOWN AREAS AS NECESSARY AND IN CONFORMANCE
WITH THE PERTINENT THURSTON COUNTY ORDINANCES.
e. ALL DISTURBED AREAS SMALL BE SEEDED PER THE STABILIZATION REQUIREMENTS OF
TABLE 9.1 OF THE THURSTON REGION DRAINAGE MANUAL
9. FILTER FABRIC FENCES SHALL BE MAINTAINED IN ORDER THAT STORM WATER
DISCHARGED OFF SITE IS AS FREE OF SEDIMENT AS POSSIBLE INSPECT FILTER FABRIC
FENCES AFTER EACH RUNOFF EVENT AND DAILY DURING PROLONGED RAN AND REPAIR
THEM AS NECESSARY. WHEN SEDIMENT BUILDUP BECOMES EXCESSIVE, REMOVE THE
SEDIMENITS OR BUILD A NEW FENCE PARALLEL TO THE OLD ONE.
1D, IN AREAS UNDER STRUCTURES PAVING SECTIONS AND SIDEWALKS, STRIP ALL TOPSOIL
AND ORGANIC MATERIAL. FOR STRUCTURAL FILL IN AREAS UNDER FOOTINGS AND SLABS
ON GRAPE, ALL SOILS SHALL BE COMPACTED TO A MINIMUN DENSITY OF 901E OF ASTM
D -1557 OR 95X OF UBC 70 -1. THIS INCLUDES PROOF- ROLLING NAIVE SOILS EXPOSED
IN THE BOTTOM OF THE EXCAVATION PRIOR TO PLACEMENT OF FILL. MATERIALS UNDER
THE PAWING SECTION SHALL ALSO BE COMPACTED TO THE MINIMUM DENSITY BY
PROOF - ROLLING PRIOR TO PLACEMENT OF THE PAVING SECTION; THIS INCLUDES
PROOF - ROLLING IN -PLACE SOILS, SOILS THAT HAVE BEEN DISTURBED DINING
CONSTRIUCTION AND ALL STRUCTURAL FILL MATERIALS.
11. FOR IMPORTED STRUCTURAL FILL A CLEAN, SIX -INCH MINUS, WELL GRADED GRAVEL OR
GRAVELY SAND (CLASSIFYING AS GIN OR SW AS DETERMINED BY ANSI /ASTM TEST
METHOD D -2487) SHALL BE USED. NO MORE THAN 7% BY WEIGHT SHALL PASS THE
x:200 SCREEN AS TESTED BY ANSI /ASTM D -1140 TEST PROCEDURE. OTHER MATERIAL
MAY BE SUBSTITUTED NTH PRIOR APPROVAL BY A GEOTECHNICAL CONSULTANT FOR
USE
12, ALL FILL SHALL BE PLACED IN UNIFORM HORIZONTAL LIFTS OF SIX TO EIGHT INCHES
LOOSE THICKNESS, CONDITIONED TO THE OPTIMUM MOISTURE CONTENT, AND
COMPACTED TO THE SPECIFIED MINIMUM DENSITY BEFORE PLACING THE NEXT LIFT. ALL
UTILITY TRENCH BACKFILL SHALL BE COMPACTED AS SPECIFIED ABOVE.
13, PLACEMENT OF FILL SECTIONS ON SLOPES GREATER THAN 4:1 (HORIZONTAL 70
VERTICAL) SHALL BE BENCHED AS DIRECTED INTO NATIVE SOILS. HEIGHT AND WDHN
OF THE BENCH WILL BE DETERMINED IN A FIELD BY A SOILS ENGINEER OR ENGNEERNG
GEOLOGIST.
14, IN CASE. EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY OWNERS, ALL
CONS7RIUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE S17UA7M
IN THE FUTURE MUST CEASE, AND THE OWNER /CONTRACTOR WILL IMMEDIATELY
COMMENCE RESTORATION METHODS. RESTORATION ACTIVITY WILL CONTINUE LN71L SUCH
TIME AS THE AFFECTED PROPERTY OWNER IS SATISFIED.
15, SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN
ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMMTA704
THE APPLICANT /CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO
PROTEC4 ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND/OR
STORM )7RAINAGE SYSTEMS.
16, IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER
WORK 15 ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS
MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER
APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN
QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS
OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER,
WHENEVER IT IS IN THE INTEREST OF THE APPLICANT/ CONTRACTOR, BUT MUST BE
AUGMENTED WITH MULCH, NETTING, OR OTHER TREATMENT.
17, REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES
ONLY WHEN THE ENTIRE SITE IS STABILIZED.
APPROVED FOR CONSTRUCTION
8 DATE: A HR"e�Wtnglrneer
2
APPROVAL
EXPIRES: 4 -
06519 –A
DEMOLITION & TESC
DETAILS AND NOTES a
WA
\I I I I COMATCH ROADWAY 13E
NSTRUCTED PERro 1 % / OPEN SPACE SHALL BE
CULUENS ROAD TRA T\ I\ I CONSTRUCTION PSUBDIVISaON / \ AFTER CONSTRUCTION OF511NG BARN
/ 1 1 I I t I I ` / \ STORMWATER FACILITY.
7
tip I 1 /-- - - - - -- 151
I`
12x00
14 I
L- - -�
j I 5; a I \ II 8 1 1 9 I III I I 112�I 13'-
I/ , 1 10 1 11 L_
�l
/ I 48—
L4
/349 �..� \ \ \ \ \ \ \ \ — — — — / / J i f /
011 3/13/06 a55 w
I
,
i
3t� <w
I !
1
r
INSTALLROCK
RETAINING
WALL PER DETAIL
4 -18 ON
y
SHEET 4 AND
ELEVATIONS
MATCH EXISTING
THIS SHEET
ai
b
ROADWAY ELEVATIONS
....
....
...
....
�A
HORIZONTAL
SCALE 1. +10 FEET
...
.. .- ..
VERTICAL
SCALE::1 -4 > EET: _
348
........ .....
......... ..... ..
................... ........
....... ...................
348
o
EXISTING GRADE
344
T
...: .....:
...................
g ....
344
;•
.\. ....... .......
.... ....
�S
+�
340
n
.
?�.
..
340
...
....
...::: ::
PROPOSED
� �
'�' gg: :
'.
FI1(ISNED
GRADE
336
..
:
.: ..
(MAX WALL HIECHT x 4) ::
.
.... ......
..
......
..
..... .............. ...
..
.... ..: ....... ... ..
..
.. ... ......i? .....
....... � $ �.....:`.....
g
332
..
10+50
. .........
..:...... ...... .........
....... ...... ..... ................ ....:.:..
11+00
11 +00
......:
332
RETAM W
WALL ELEVATIONS
DATE REVISIONS
I CCNMIACT I
[' SKILLIM43S
CONNOLLY
5016 Lamy BOuWmd SE, Lamy, WaWftton 98503
(360) 491 -3399 (800) 454 -7545 Fax (360) 491 -M7
I 0
IFS
KEYNOTES: - - - XXX - - - EXISTING CONTOURS
QALL GRADES SHALL HAVE A MAXIMUM — XXX— PROPOSED CONTOURS
SLOPE OF 3 HORIZONTAL TO 1 VERTICAL
• � PROPOSED ROCK RETAINING WALL
APPROVED FOR CONSTRUCTION
BY. _ DATE: _4 -7-08
Delklop M Review Engineer
VERTICAL DATUM
NOVD29
snsM OF ■ RAFA Ma 41
WASHINGTON COORDINATE SYSTEM APPROVAL �I
NAD83 /91, SOUTH ZONE BASED ON GPS EXPIRES: 4x7 =o9
RTK TIES TO: `y
THURSTON COUNTY CONTROL POINTS: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
253 N 597,545.98, E 1,113.138.22 AND PROTECTION OF ALL EXISTING UTIUT9M
359 N 603,437.62, E 1,106,790.26 THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
836 N 596,849.56, E 1,110,464.08 CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT
841 N 592,654.49, E 1,113,005.47 1 -800- 424 -5555
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATWN.
DISTANCES ARE GRID US SURVEY FEET THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING
COMBINED FACTOR 0.99992 ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED.
Boa auael
HOF'FMAN 06519
PLAT
GRADING PLAN
3
or
15
1. COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS BY CITY OF
YELM OR OTHER GOVERNING AUTHORITY OR AGENCY.
2. IN AREAS UNDER STRUCTURES, PAYING SECTIONS AND SIDEWALKS, STRIP ALL
TOPSOIL AND ORGANIC MATERIAL FOR STRUCTURAL FILL IN AREAS UNDER
FOOTINGS AND SLABS ON GRADE, ALL SOILS SHALL BE COMPACTED TO A
MINIMUM DENSITY OF 9010 OF ASTM D -1557 OR 95% OF UBC 70 -1. THIS
INCLUDES PROOF - ROLLING NATIVE SOILS EXPOSED IN THE BOTTOM OF THE
EXCAVATION PRIOR TO PLACEMENT OF FILL. MATERIALS UNDER THE PAYING
SECTION SHALL ALSO BE COMPACTED TO THE MINIMUM DENSITY BY PROOF -
ROLLING PRIOR TO PLACEMENT OF THE PAYING SECTION; THIS INCLUDES
PROOF- ROLLNG IN -PLACE SOILS, SOILS THAT HAVE BEEN DISTURBED DURING
CONSTRUCTION AND ALL STRUCTURAL FILL MATERIALS. WELL GRA
GRAVEL OR GRAVELLY SAND (CL IFYI
ASSNG� S XGW OR SW MINUS,
S DETERMINNEDD
BY ANSI/ASTM TEST METHOD 0-2487) SHALL BE USED. NO MORE THAN 71C
BY WEIGHT SHALL PASS THE #200 SCREEN AS TESTED BY ANSI/ASTM D -1140
TEST PROCEDURE. OTHER MATERIAL MAY BE SUBSTITUTED WITH PRIOR
APPROVAL BY A GEOTECHNICAL CONSULTANT FOR USE.
4. ALL FILL SHALL BE PLACED N UNIFORM HORIZONTAL LIFTS OF SIX TO
EIGHT INCHES LOOSE THICKNESS, CONDITIONED TO THE OPTIMUM
MOISTURE CONTENT, AND COMPACTED TO THE SPECIFIED MINIMUM
DENSITY BEFORE PLACING THE NEXT LIFT. ALL UTILITY TRENCH
BACKFILL SHALL BE COWACTED AS SPECIFIED ABOVE.
SLOPE E�TO DRAIN
1/2 DAE CW= DIAMEIER
09BAL INDIES
1. NOCK WALLS SHALL NE CONSM CM OF 3-MAN TO
S -MAN ROCKS FROM BMW TO TOP. ROOK Sff8
AN AS FOLLOWS.
ww ci—w L (300 TD NKI LDS.) 13 ONES N
3 MM MM 111100 TO 1200 LDS.) 16 INCHES IN
LEAST
L TIE HOCK WALL 94ALL E INSTALLED NTH A SMOOTH
FACE.
3. TIE LANG OI ENINCN OF THE ROCKS SHALL E PER -
FOp10RILM TO 11E FACE OF THE WALL TO PROVIDE
NAIWRDL STABILITY.
4. EACH ROCK WMLL E PLACED SO AS TO LOCK INTO
To RO. ?L N TE LONER TER.
SL CALL FOR INSPECTION PNOIt TO SETTING ANY ROCKS.
E. oaBl{ YAD1110 FR011 TMT SIOMN SILL CARRY
M !AL OF A DINE fl10IlER.
II►G166w
DATE
Dolt iNeel M WAS a55 AN
t'
N MIN. GRAVEL
BACIRFlLL FOR WALLS
PETE. DRAIN IF REQ.
BY CITY EUCINEER
ROCK WALL
APPROVED DID. N0.
4 -18
DES OWN. CKD. DATE
*VA .i0'.�
NOTES:
1. CATCH BASINS TO ISE CONSTRUCTED IN ACCORDANCE WITH
ASTM C 478 (AASHTO M 199) AND ASTM C 890, UNLESS
OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD
SPECIFICATION$,
2. AS AN ACCEPTABLE; ALTERNATE TO REBAR, WELDED WIRE
FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES
PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY
TO ASTM A 497 (AASHTO M 221). WIRE FABRIC SHALL NOT
BE PLACED IN THE KNOCKOUTS,
3. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED.
4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR
KNOCKOUTS KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2 INCHES MINIMUM. KNOCKOUTS MAY BE ON ALL 4 SIDES
EITHER ROUND OR ^D' SHAPE. PIPE TO BE INSTALLED IN
FACTORY SUPPLIED KNOCKOUTS. KNOCKOUT OR CUTOUT
HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CATCH
BASIN WALL THICKNESS (20 INCHES MAXIMUM).
S. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE
INVERT IS 5 FEET.
S. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION
AND RISER SECTION SHALL NOT EXCEED 0.5 INCHES PER FOOT.
7. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN
OR CAST INTO RISER.
1 - #3 BAR
A"
i
2'
2 - #3 BAR HO � �L
#3 BAR EACH CORNS
#3 BAR EACH 9
03 BAR EACH
CATCH BASIN TYPE 1
NOT TO SCALE
MANHOLE FRAME AND
COVER BY MANUFACTI
INLET 1200, IE- 331.24
PIBPEECOUPLINGS SHALL BE FERNCO
OR MISSION TYPE FLEXIBLE BOOT
WITH STAINLESS STEEL TENSION
BANDS. A METAL SHEER WARD
SHALL BE USED M PROTECT THE
FLEXIBLE BOOT,
Na
LIFTING EYE
(ROTATED FOR
CLARITY)
SEE
I�.
ARCHED
BAFFLES
MODEL AS -2
ROOF DRAIN
FRAME AND GRATE
(SEE DETAIL THIS SHEET) POSSIBLE ALIGNMENTS
(1 DRYWELL PER 700 SF ROOF AREA)
PLAN VIEW
NOT TO SCALE
6' RISER SECTION 4' PERFORATED
12' RISER SECTION
A
6" MIN. r
6" MIIH,1
PRECAST BASE SECTION
(MEASUREMENT AT THE �.__
TOP OF THE BASE) 2' -0" MIN. I I F
RIM ELEVATIONS TO MATCH
FINISHED GRADE. HOPE
RISERS CAN BE FIELD WT
BY CONTRACTOR.
12`0, IE- 331.24
SKI«iNGS
conno «Y
5016 Lacey BouWvaml SE, Lae", WaShinglon 98603
(360) 491 -3399 (800) 454 -7546 Fax (380) 491.9857 YELM
INSTALL- __/ I L—A
CAP AT END
FILTER FABRIC ON
A
(REFER T
TABLE HERE
HOFFMAN
PLAT
12 3/4' OD
DRY WELL
STRUCTURE
12* i %/�
ROCK MIN. BETWEEN BO1'7'�1
OF FOOTING AND TOP OF
ROCK IN DRYVWELL
INSTALL:
4'0 ADS DRAIN PIPE
ALL
'ERFORAIED PIPE
P SINGLE
. ACCEPTABLE) PROFILE VIEW
MI NOT M SCALE
COMPACT BACXFILL
4" PERFORATED PIPE
WASHED ROCK 3/4 - 11/2
SECTION A -A
NOT TO SCALE
PIPE COUPLING
BY CONTRACTOR.
(REFER TO TABLE HERE)
0
A(REFER TO TABLE
FA ,
• K I i + 1I
LIFTING EYE
12' LONG STUB -OU
BY MANUFACTURER.
12 3/4" OD
ARCHED BAFFLES
BASE PLATE
APPROVED FOR CONSTRUCTION
BY. G _ DATE:4 -'7 -oe
DeWllopmBnt_ Engineer
q1A
APPROVAL
EXPIRES: 4 - 7�
06519 -A I
GRADING AND DRAINAGE
DETAILS AND NOTES or
TYPE 4B
SIDEWALK RAMP
PER DETAIL
1SHEET,a
BY:
DATE
REVISIONS
9 -13 -07 1REVISED PER CITY COMMENTS B -27 -2007
wl�.Tjiym"my �'�''= I:ii i= "a,7]1 :i�7� "Ldi.^'Ia343i1S�;•S➢
00NIMM "a
SECTION 24 TOWNSHIP 17 RANGE 1E W.M
ROAD 'A'
HORIZONTAL SCALE: 1'.20 FEET
VERTICAL SCALE: 1'.5.00 FEET
['sKI«In43S
conn0«Y
5018 Lwey Boulevard SE, Lacey, WashkVft 98503
(300) 491 -3389 (800) 454 -7545 Fax (360) 491.9857
13)
CONSTRUCT
TYPE 3A SIDEWALK
RAMP PER DETAIL
SHEET 8
ROADWAY NOTES:
O1 INSTALL CAST -IN -PLACE
MONUMENT PER DETAIL
SHEET 7 AT 10 +00, 0' LT-,
13 +89.21, 0' LT AND
13 +69.21, 14.25' LT
HOFFMAN
PLAT
DRAINS NOTES
1 STA 20 +84.53, 17.15' LT
INSTALL
TYPE 1 CS WITH OFCO SM -44
GRATE
RIM • 346.35
IE • 343.70
OINSTALL
38 LF 12'0 HOPE STORM LINE
S . 0.50%
O3 STA 20 +64.53, 20.61' RT
INSTALL
TYPE i CB VITH OFCO SM -44
GRATE
RIM • 346.28
IE .343.51
OINSTALL
33 LF 1200 HOPE STORM LINE
S • 4.78X
O5 STA 10+38.80, 14.65' RT
INSTALL.
TYPE 1 CB WITH OFCO SM -44
GRATE
RIM . 345.14
IE . 341.96
OINSTALL-
03 LF 12 "0 HDPE STORM LINE
S . 7.79%
DSTA 11+01.55, 1 &50' RT
INSTALL.
TYPE 1 CB WITH OFCO SM -44
GRATE
RIM • 340.00
IE • 337.05
OINSTALL,
37 LF 12 "0 HOPE STORM LINE
S • 0.50%
OSTA 11+01.55, 1 &50' LT
INST"
TYPE 1 CS WITH OFCO SM -44
GRATE
RIM • 340.00
IE • 337.05
10 INSTALL
49 LF 12'O HDPE STORM LINE
S •9.24X
11 STA 11 +50, 18.50' RT
INSTALL,
TYPE 1 CB WITH OFOO SM -44
GRATE
RIM •,335.81
IE •332.52
12
INSTALL
69 LF 1200 HOPE STORM LINE
S • 1.0211
13 STA 12 +19.17, 18.50' RT
INSTALL
TYPE 1 CB WITH OFOO SM -44
GRATE
RIM • 334.07
IE • 331.47
14 INSTALL
37 LF 12 *0 HDPE STORM LINE
S . 0.50%
15 STA 12 +19.17, 18.50' LT
INSTALL
TYPE 1 CB WITH OFCO SM -44
GRATE
RIM • 334.07
IE • 331.28
16 INSTALL
12 LF 12 "0 HOPE STORM LINE
S • 0.506
/7 STA 12 +19.17, 31' LT
INSTALL
AQUASHIELD AQUASWIRL
CONCENTRATOR MODEL AS -2
TREATMENT SYSTEM PER DETAIL
SHEET 4
RIM . 335.00
IE • 331.24
18 INSTALL
13 LF 12 "0 HOPE STORM LINE
S • 0.50X
19 STA 12 +22, 46' LT
INSTALL
TYPE 1 CS WITH GRATE
RIM • 335.00
IE . 331.18
OINSTALL
30 LF 12 "Ill HOPE PERFORATED
STORM PIPE
S • O.00X
21
STA 12 +9$ 46' LT
INSTALL
TYPE 1 CB WITH GRATE
RIM • 336.00
IE . 331.18
OINSTALL
71 LF WO HOPE PERFORATED
STORM PIPE
S • O.DOX
OSTA 11 +50, 46' LT
INSTALL
TYPE 1 CB WITH GRATE
RIM . 335.74
IE • 331.18
I♦"M OF I
WASHINGTON COORDINATE SYSTEM
NAD83/91, SOUTH ZONE BASED ON DIPS
RTK TIES M.
THURSTON COUNTY CONTROL POINTS: VERTICAL DATUM
253 N 597,545.98, E 1,113038.22 NCVD29
359 N 603,437.62, E 1,106,790.26
836 N 596,849.56, E 1,110,464.08
841 N 592,654.49, E 1,113,005.47
DISTANCES ARE GRID US SURVEY FEET
COMBINED FACTOR 0.99992
APPROVED FOR CONSTRUCTION
� —g
DATE: 4 -7 -os "�e EnBD2'mnR�
APPROVAL`
EXPIRES: 4 -
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF ALL EXISTING UTILITIES.
THE CONTRACTDR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT
1 -OW- 424 -5555
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING
ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED.
ROAD 'A'& PRAIRIE WIND ST 06519 —A
ROADWAY & DRAINAGE
PLAN AND PROFILE g
EASEMENT
RIGHT OF WAY_
SS -SS __..
0
VERTICAL DATUM
NGVD29
DM OF MAFAMM
WASHINGTON COORDINATE SYSTEM
NAD83/91, SOUTH ZONE BASED ON GPS
RTK TIES TO:
THURSTON COUNTY CONTROL POINTS:
253 N 597,545.98, E 1,113,138.22
359 N 603,437.62, E 1,106,790.26
836 N 596,849.56, E 1,110,464.08
841 N 592,654.49, E 1,113,005.47
DISTANCES ARE GRID US SURVEY FEET
COMBINED FACTOR 0.99992
APPROVED FOR CONSTRUCTION
B • ..u6 DATE: 4 -7 -08
lopment R iew Engineer
IDs: LI 14 DI
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF ALL EXISTING UTILITIES.
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT
1 -800- 424 -5555
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING
ALL LOCATE MARKS ONCE THE UTIUTIES HAVE BEEN LOCATED.
I DATE I
are an 3/13108 4:23 PM
4
REVISED PER
V
S`.. _..__....__ SS
REVISIONS
x
-00
W... —___ W yy _ ....... W
17 STA 12 +19.47, 31' LT
INSTALL
AQUASHIELD� AOUASWIRL
CONCENTRATOR MODEL
AS -2 TREATMENT SYSTEM
PER DETAIL SHEET 4
RIM = 335.00
IE = 331.24
18 INSTALL
13 LF 121f HDPE STORM
LINE
5 - 0.50X
/9 SEE NOTE 19 SHT 5
20 SEE NOTE 20 SHT 5
21 SEE NOTE 21 SHT 5
p2 SEE NOTE 22 SHT 5
23 SEE NOTE 23 SHT 5
HORIZONTAL SCALE: 1' =10 FEET SECTION B —B
VERTICAL SCALE: 1' =2.00 FEET
STA 12 +19.17
OQNIRACT N&
SECTION A —A
HORIZONTAL SCALE: 1' =10 FEET
VERTICAL SCALE: 1' =2.00 FEET
C SKILLINQS
CONNOLLY
5016 Lacey Boulevard SE, Lacey, Washington 98503
(360)491-M99 (800) 454 -7545 Fax(360)491-3857 YELM
HOFFMAN
PLAT
JOB N omm
06519 —A
DRAINAGE BASIN
SECTION AND DETAILS OF
OF
a4w
DRAINAGE NOTES:
13
STA 12 +19.17, 18.50' RT
INSTALL
TYPE 1 CB WITH OFCO
SM -44 GRATE
RIM = 334.17
IE = 331.47
14
INSTALL
37 LF 12'8 HDPE STORM
LINE
S - 0.50%
15
STA 12 +19.17, 18.50' LT
INSTALL
TYPE 1 CB WITH OFCO
SM -44 GRATE
RIM = 334.17
IE - 331.30
16
INSTALL
12 LF 12'6 HOPE STORM
LINE
S - 0,50%
17 STA 12 +19.47, 31' LT
INSTALL
AQUASHIELD� AOUASWIRL
CONCENTRATOR MODEL
AS -2 TREATMENT SYSTEM
PER DETAIL SHEET 4
RIM = 335.00
IE = 331.24
18 INSTALL
13 LF 121f HDPE STORM
LINE
5 - 0.50X
/9 SEE NOTE 19 SHT 5
20 SEE NOTE 20 SHT 5
21 SEE NOTE 21 SHT 5
p2 SEE NOTE 22 SHT 5
23 SEE NOTE 23 SHT 5
HORIZONTAL SCALE: 1' =10 FEET SECTION B —B
VERTICAL SCALE: 1' =2.00 FEET
STA 12 +19.17
OQNIRACT N&
SECTION A —A
HORIZONTAL SCALE: 1' =10 FEET
VERTICAL SCALE: 1' =2.00 FEET
C SKILLINQS
CONNOLLY
5016 Lacey Boulevard SE, Lacey, Washington 98503
(360)491-M99 (800) 454 -7545 Fax(360)491-3857 YELM
HOFFMAN
PLAT
JOB N omm
06519 —A
DRAINAGE BASIN
SECTION AND DETAILS OF
OF
a4w
PLANTER STRIP
AS REQUIRED
LdfIL1A
2" CRUSHED SURFACING TOP COURSE
GENERAL NOTES: OR WELL GRADED SAND.
1. FOR JOINTS AND SCORING, SEE FOR CURB USE
STANDARD FOR SIDEWALK DETAIL 4-13•
SPACING, EXPANSION JOINTS, THIS SHEET
AND SCORE MARKS.
2 CONCRETE DRIVEWAYS REWIRE A
MINIMUM DEPTH OF 6 ".
3. MIEN CHECKED WITH A 10 FOOT
STRAIGHTEDGE, GRADE SHALL NOT
DEVIATE MORE THAN 1/8 INCH, AND
ALIGNMENT SHALL NOT VARY SIDEWALK
ALK
MORE THAN 1/4 INCH. NOT TO SCALE
it
A
7 0.17' ASPHALT CONCRETE
*0.17' CRUSHED SURFACING TOP COURSE
*0.67' GRAVEL BASE
PREPARED SUBGRADE
LOCAL ACCESS RESIDENTIAL STREET
TYPICAL SECTION
NOT TO SCALE
*NOTE: ALL THICKNESSES ARE MINIMUM COMPACTED
DEPTHS O 95% MAX. DENSITY
1/2"R
.s
CEMENT CONCRETE ROLLED CURB AND GUTTER
NOT TO SCALE
NOTES:
1. EXPANSION JOINT MATERIAL TO BE 3/8 THICK
PREMOIDED JOINT FILLER FULL THICKNESS OF CONCRETE.
2. FORM AND SUBGRADE INSPECTION REWIRED BEFORE
POURING CONCRETE.
3. EXPANSION JOINTS TO BE PLACED ON 15' CENTERS
W
m 3/13/08 4:23 PM
DATE
1/2'R
m
I
I
I
110' R, TYP.-
1
,
0' R, TYP
I
GENERAL NOTE
1. REFER TO RELEVANT SECTIONS OF THE
DEVELOPMENT GUIDEUNES FOR ADDITIONAL
INFORMATION ON STORM DRAINAGE, STREET
LIGHTING, PAVEMENT STRUCTURE, ETC.
BULB OUT DETAIL
NOT TO SCALE
PLANTER STRIP
(AS RED.)
r
L EI m I
,
p
�I'Ii
j�
LOCAL ACCESS RESIDENTIAL OR
LOCAL ACCESS COMMERCIAL STREET
ON- STREET
PARKING DETAIL
APPROVED I DWG N0.
14-86
EDGE AROUND
EA04 PANEL
- BROOM FINISH
90N
MARK JOINT
J 15' I
CURB k GUTTER
V MIRE SDEWAIX PLANNER STRIP
(AS ITE0.)
Ru11a:
1. EXPANSION JOINT MATERIAL TO BE 31C TWO{ PRD•CDBD
JONT FILLER RILL TIIOWSS DE CONCRETE
2 �� MSPEC110N REQUIRED BUW
I SCORE MAIMS SNAIL BE 31/B" VIDE BY 31/4• DEEP. FOB
SIDEWALKS OVER 6' M WDYK A LONOTUMNL SOW
MM( SHALL BE MADE AL010 CENTER OF WALK
CEMENT CONCRETE 4 EXPANSION JOINTS SHALL IE NISTALLED IN CURB AND
CURB GUTTER AND IN SDEWALX AT PC AND PT AT ALL CURB
RETURNS. EXPANSION JOINTS SKALL BE RACED IN
APPROVID DO6 SKWALX AT SAME LOCATIONS AS IN= IN CURB AND
NIaNC NIN1I{I DIFL•IRR IMTE 4 -1 3 GUTTER MEN SIDEWALK IS ADJACENT 70 CURB AND
GUTIaL UNLESS OTLERWSE DIRECTED BY ENONEER.
DIAL ME— s-c S-c S-C 3115/94
REVISIONS H
R/W `i_ R/W
m
1•
70 11
1.
THIS MONUMENT TO BE USED IN
BITUMINOUS OR
Jt
CITY OF YELM
DEPT. OF PUBLIC WORKS
rsA
N
1
e' S
me
1.
THIS MONUMENT TO BE USED IN
BITUMINOUS OR
Jt
CITY OF YELM
DEPT. OF PUBLIC WORKS
GENERAL NOTES:
1. "ON STREET" PARKING PERMITTED
2. REFER TO RELEVANT SECTIONS OF THE
DEVELOPMENT GUIDELINES FOR ADDITIONAL
INFORMATION ON STORM DRAINAGE, STREET
UGHTING, PAVEMENT STRUCTURE, ETC.
LOCAL ACCESS
RESIDENTIAL
APPROVED DWG NO
14-7
B --1
1/2 LB. (MIN.)
STEEL OR IRON
1
ACT NO
SKi«inCIS
conno «Y
5016 Lacey Boulevard SE, Lacey, Washington 98503
(380) 491-3399 (800) 451 -7545 Fax (360) 491 -857 YELM
=5
, yr TYP I I
r 1/Y
• 1/2' R.
yy � 3/4' 10
T I i
I&V B
RATING: H-20 PART NO, SM44
NOT • 1
1,17- NId1
ReCLSSEO
i r"A..
TrP
Vr . Inr
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST
CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE NTH MUTCD. PRIOR TO
DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR
APPROVAL NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE.
3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL
ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK.
4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND
TACKED WITH ASPHALT EMUL90N TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW
ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION AND THE
JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT.
5. COMPACTION OF SUBGRADE. ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.
6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED
FOR LINE AND GRADE BY AN ENGINEER 85FORE POURING CONCRETE.
7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK.
8. THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING.
I!
5' MIN FROM F _ I DRIVEWAY PORTION OF
SIDEWALK TO BE 6" THICK
f a ° —�
° e
a
0
1 Q° ° e e
e A
4
° e ° ea 5' SIDEWALK
4
a
6' THICK
CONCRETE DRIVE
BACK OF CURB
0
4 e a
20' MAX I
APPROVED FOR CONSTRUCTION
DRIVEWAY LOCATIONS TO BE IDENTIFIED B�� DATE: 4-7 -08
BY CONTRACTOR TO POURING THE D ent Review Engineer
SIDEWALKS OR ALL SIDEWALKS SHOULD'
BE 8'.
DRIVEWAY PLACEMENT DETAIL EXPIRES: V L 4 �7= 07
NOT TO SCALE
HOFFMAN
PLAT
JOB NUMBER
06519 –A
ROAD DETAILS 1 SHIN
7
OF
WA SHE
GENERAL NOTES:
1.
THIS MONUMENT TO BE USED IN
BITUMINOUS OR
CITY OF YELM
DEPT. OF PUBLIC WORKS
ASPHALT CONCRETE PAVEMENT
WHERE CASED
CITY
DEPT. OF
OF YELM
PUBLIC WORKS
MONUMENT IS NOT REWIRED
CEMENT CONCRETE
2.
CONCRETE BASE DIMENSIONS SHOWN ARE MINIMUM.
CAST
IN PLACE
SIDEWALK
CONCRETE BASE NEED NOT BE
FORMED.
MONUMENT
3,
CAP SHALL BE 2" MIN. DIAM. BRASS PLUG MARKER.
APPROVED
DWG
DWG. N0.
4.
CONCRETE TO BE PLACED ON A
FIRM
4 -16
PUBLIC NgU{S DIRECTOR DATE
AND UNYIELDING FOUNDATION.
PUBLIC WORKS DIRECTOR
DATE
.
`E
DES
CNN.
CKO.
DATE
5-C
S-C S -C
10 3/94
S-C
S-C
S-C
10/3/91
ACT NO
SKi«inCIS
conno «Y
5016 Lacey Boulevard SE, Lacey, Washington 98503
(380) 491-3399 (800) 451 -7545 Fax (360) 491 -857 YELM
=5
, yr TYP I I
r 1/Y
• 1/2' R.
yy � 3/4' 10
T I i
I&V B
RATING: H-20 PART NO, SM44
NOT • 1
1,17- NId1
ReCLSSEO
i r"A..
TrP
Vr . Inr
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST
CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE NTH MUTCD. PRIOR TO
DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR
APPROVAL NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE.
3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL
ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK.
4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND
TACKED WITH ASPHALT EMUL90N TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW
ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION AND THE
JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT.
5. COMPACTION OF SUBGRADE. ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.
6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED
FOR LINE AND GRADE BY AN ENGINEER 85FORE POURING CONCRETE.
7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK.
8. THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING.
I!
5' MIN FROM F _ I DRIVEWAY PORTION OF
SIDEWALK TO BE 6" THICK
f a ° —�
° e
a
0
1 Q° ° e e
e A
4
° e ° ea 5' SIDEWALK
4
a
6' THICK
CONCRETE DRIVE
BACK OF CURB
0
4 e a
20' MAX I
APPROVED FOR CONSTRUCTION
DRIVEWAY LOCATIONS TO BE IDENTIFIED B�� DATE: 4-7 -08
BY CONTRACTOR TO POURING THE D ent Review Engineer
SIDEWALKS OR ALL SIDEWALKS SHOULD'
BE 8'.
DRIVEWAY PLACEMENT DETAIL EXPIRES: V L 4 �7= 07
NOT TO SCALE
HOFFMAN
PLAT
JOB NUMBER
06519 –A
ROAD DETAILS 1 SHIN
7
OF
WA SHE
SIDEWALK -
I r
w a a
BUFFER
STRIP
aMAJOR STREETC>
RADIUS POINT OF
CURB RETURN
CEMENT CONCRETE
PEDESTRIAN CURB
:ONCRETE
TYPE 48 �
JOINT
4
a
Y 6'
INCE FROM P.C. RAMP L
PLAN VIEW
I I
I I
I I
I I
I I
IPRAIRIE IWIA
16--
U)
0
Z
LLJ
Q_
ROAD 'A' STA -10 +00
EL- 347.13
ill
an
-v W
Q BUFFER STRIP
W
w
W TOP OF
2X w ROADWAY
V)
K CEMENT
CEMENT CONCRETE
SIDEWALK CURB k GUTTER
(SEE NOTE 4)
CURB, OR cuRa SECTION O
AND GUTTER
5' - 4' RAMP
3 V TES BUFFER STRIP
cy rn O TO S VARIES 0 TO W
0 TOP OF
a I ROADWAY
'TABLE WARNING CEMENT CONCRETE
_RN (SE DETAIL)
CEMENT
DEST7CONCRETE
RB (SE E NOTEU44)ER
(SEE STD. PLAN F -1)
SECTION D
SIDEWALK RAMP WSD T TYPE 48
NOT TO SCALE
EL= 347.79
n 1
STA-
EL= 7.48 n
RAMP -
_ + CENTER OF CURVE
EL- 346.31 A- 1+
\ EL- 346.21
ELm7
STA -10 +18.00
L-
017
7
I DEL- 34 {,gg P.T. STA -10 +54,89
\i L-
RAMP
-sTa- 10+37. -
EL :348.11
STA =10 +54.35
ROAD 'A'
OFD STA -10 +41.80 P.T. STA =10 +54.35 SCALE IN FEET
EL- 345.51 =
mil— 0 10 20
n
SIDEWALK
SD _-.
`11
3/B' EXPANSION JOINT
(SEE STD. PLAN F -3) 6' -
CEMENT RAI
CONCRETE
SIDEWALK ;►I ,
VERTICAL DATUM
NGVD29
SAM Of NAIrINB
WASHINGTON COORDINATE SYSTEM
NAD83 /91, SOUTH ZONE BASED ON CPS
RTK TIES TO:
THURSTON COUNTY CONTROL POINTS:
253 N 597,545.98, E 1,113,138.22
359 N 603,437.62, E 1,106,790.26
836 N 596,849.56, E 1,110,464.08
841 N 592,654.49, E 1,113,005.47
DISTANCES ARE GRID US SURVEY FEET
COMBINED FACTOR 0.99992
Al
DETECTABLE WARNING J
PATTERN (SEE DETAIL)
SECTION O
I A I RAMP
LANDING TOP OF
ROADWAY
DEPRESSED
CURB A: GUTTER
(SEE NOTE 4)
DETECTABLE WARNING
PATTERN AREA SHALL BE
YELLOW, IN COMPLIANCE
WITH STD. SPEC. 8- 14.3(3)
U MIN. MAX.
PLAN A l 5/8- j 2 3/8' 1
11 1
8 6.. 13/ 2•
_ _ D 7/8' _11 7/16'
U �i
ELEVATION
TRUNCATED DOMES (SEE NOTE 7)
DETECTABLE WARNING PATTERN DETAIL
NOT TO SCALE
MINIMUM 0.20' CLASS Tr A.C.P. CSS-1 TACK SHALL BE
(COMPACim DEPTH) OR EXISTING TO EDGES OF EXISTING
PLUS 0.08'. wHIaIEVER IS GREATER
ALL JOINTS SMALL BE S
APPLIED IN MAXIMUM 0.17' LIFTS —I I USING PAVING ASPHALT
TRENON BACKFILL
COMPACTED PER.
2- 03.3(14)) METHOD B
MINIMUM 0.70' CEMENT CW_ PVMT. TRAM!
OR MATCH EXISTING PLUS 0.00', SEE I
WHICHEVER IS GREATER. SAW I
.►.. �,I.:, ...4
BASE .. "_ .. .
TRENCH BACKRLL
COMPACTED PER.
2- 013(14)C METHOD C
JOINT.
TRENCH - PAVEMENT
TES RESTORATION DETAIL
ALL MATERIALS, WORKMANSHIP, AND IN STALL- APPROVED DWG NO.
ATION SHALL BE IN CONFORMANCE WTI T1IE
STANDARD SPECIMATIONS FOR ROAD, BaDCE PLIINIC WOWS DIRECTOR DAIS 4 -1 O
AND MLX4CIPAL OONSMC710M AS AME: BY
CITY OF YELM STANDARDS. DES. GRIN CI(D. DATE
S-C S-C s -c 10/3/94
C SKILLINUS
COMMOLLY
5016 Lacey Boulevard SE, Lacey, Washington 98503
(360) 491-3399 (800)454 -7545 Fax(360)491 -3857
HOFFMAN
PLAT
RADIUS POINT OF SIDEWALK RAMP
AND CURB RETURN 5 - 0' MI .
DEWALK
RAMP CENTERLINE
«
CEMENT C CFRETE „a
PEDESTRIAN CURB C
- 0' MIN. RAMP
1 PLAN P-3)
SIDEWALK
C1
r
- a
a � r=ROS�l B
CURB, OR CURB SW ALK
AND GUTTER
CEMENT CONCRETE
SIDEWALK RAMP TYPE 3A
PLAN VIEW
SIDEWALK RAMP TYPE 3A
LAYOUT 1
5• - 0' MIN. - 0" MI
STRIP R v
TOP OF
2% � ROADWAY
CEMENT �;� CEMENT CONCRETE
SIDEWALK SECTION SECTION ( A / �S EB OTE 5)ER
- V M11.1. V I
.ANDING RAMP
-0'MI 5' -0' MIN. -0 "I
:RAMP � LANDING -n RAMP
SECTION CO
m
SECTION O
SEE CONTRACT FOR
CURB RETURN RADIUS
JJA
�- PEDESTRIANNCURB
DETECTABLE WARNING
PATTERN (SE DETAIL)
' EXPANSION
T .)
S(TYTD. PPLAN F -3)
DEPRESSED
CURB & GUTTER
I (SEE NOTE 5)
/ TOP OF
ROADWAY
DETECTABLE
WARNING
PATTERN
(SE DETAIL)
SIDEWALK RAMP WSDOT TYPE 3A
NOT TO SCALE
APPROVED FOR CONSTRUCTION
B rejt DATE: 4 -7 -os
De elopment Review Engineer
( �7� L�h/2
APPROVAL
EXPIRES: 4 -,7,-sT�
JOB NUMBER
06519 -A
ROAD DETAILS 2 EE
8
OF
15
SHEET
STA =21 +00.7
EL- 345.94
O
RA N STA -20 +5.
8 7 9
EL- 346.42
STA20 +93.30
ID
S-
E=L4.47 L 3
E
IM- 3 6.28
E- 346.40
/
PRAIRIE
WIND ST,( ROAD
'A'
INTERSECTTION
DATE
REVISIONS
D6/07
INO.1
DATE
D6 /1) 1
1
1
9/2007
IREMSED PER CITY
COMMENTS
I DEL- 34 {,gg P.T. STA -10 +54,89
\i L-
RAMP
-sTa- 10+37. -
EL :348.11
STA =10 +54.35
ROAD 'A'
OFD STA -10 +41.80 P.T. STA =10 +54.35 SCALE IN FEET
EL- 345.51 =
mil— 0 10 20
n
SIDEWALK
SD _-.
`11
3/B' EXPANSION JOINT
(SEE STD. PLAN F -3) 6' -
CEMENT RAI
CONCRETE
SIDEWALK ;►I ,
VERTICAL DATUM
NGVD29
SAM Of NAIrINB
WASHINGTON COORDINATE SYSTEM
NAD83 /91, SOUTH ZONE BASED ON CPS
RTK TIES TO:
THURSTON COUNTY CONTROL POINTS:
253 N 597,545.98, E 1,113,138.22
359 N 603,437.62, E 1,106,790.26
836 N 596,849.56, E 1,110,464.08
841 N 592,654.49, E 1,113,005.47
DISTANCES ARE GRID US SURVEY FEET
COMBINED FACTOR 0.99992
Al
DETECTABLE WARNING J
PATTERN (SEE DETAIL)
SECTION O
I A I RAMP
LANDING TOP OF
ROADWAY
DEPRESSED
CURB A: GUTTER
(SEE NOTE 4)
DETECTABLE WARNING
PATTERN AREA SHALL BE
YELLOW, IN COMPLIANCE
WITH STD. SPEC. 8- 14.3(3)
U MIN. MAX.
PLAN A l 5/8- j 2 3/8' 1
11 1
8 6.. 13/ 2•
_ _ D 7/8' _11 7/16'
U �i
ELEVATION
TRUNCATED DOMES (SEE NOTE 7)
DETECTABLE WARNING PATTERN DETAIL
NOT TO SCALE
MINIMUM 0.20' CLASS Tr A.C.P. CSS-1 TACK SHALL BE
(COMPACim DEPTH) OR EXISTING TO EDGES OF EXISTING
PLUS 0.08'. wHIaIEVER IS GREATER
ALL JOINTS SMALL BE S
APPLIED IN MAXIMUM 0.17' LIFTS —I I USING PAVING ASPHALT
TRENON BACKFILL
COMPACTED PER.
2- 03.3(14)) METHOD B
MINIMUM 0.70' CEMENT CW_ PVMT. TRAM!
OR MATCH EXISTING PLUS 0.00', SEE I
WHICHEVER IS GREATER. SAW I
.►.. �,I.:, ...4
BASE .. "_ .. .
TRENCH BACKRLL
COMPACTED PER.
2- 013(14)C METHOD C
JOINT.
TRENCH - PAVEMENT
TES RESTORATION DETAIL
ALL MATERIALS, WORKMANSHIP, AND IN STALL- APPROVED DWG NO.
ATION SHALL BE IN CONFORMANCE WTI T1IE
STANDARD SPECIMATIONS FOR ROAD, BaDCE PLIINIC WOWS DIRECTOR DAIS 4 -1 O
AND MLX4CIPAL OONSMC710M AS AME: BY
CITY OF YELM STANDARDS. DES. GRIN CI(D. DATE
S-C S-C s -c 10/3/94
C SKILLINUS
COMMOLLY
5016 Lacey Boulevard SE, Lacey, Washington 98503
(360) 491-3399 (800)454 -7545 Fax(360)491 -3857
HOFFMAN
PLAT
RADIUS POINT OF SIDEWALK RAMP
AND CURB RETURN 5 - 0' MI .
DEWALK
RAMP CENTERLINE
«
CEMENT C CFRETE „a
PEDESTRIAN CURB C
- 0' MIN. RAMP
1 PLAN P-3)
SIDEWALK
C1
r
- a
a � r=ROS�l B
CURB, OR CURB SW ALK
AND GUTTER
CEMENT CONCRETE
SIDEWALK RAMP TYPE 3A
PLAN VIEW
SIDEWALK RAMP TYPE 3A
LAYOUT 1
5• - 0' MIN. - 0" MI
STRIP R v
TOP OF
2% � ROADWAY
CEMENT �;� CEMENT CONCRETE
SIDEWALK SECTION SECTION ( A / �S EB OTE 5)ER
- V M11.1. V I
.ANDING RAMP
-0'MI 5' -0' MIN. -0 "I
:RAMP � LANDING -n RAMP
SECTION CO
m
SECTION O
SEE CONTRACT FOR
CURB RETURN RADIUS
JJA
�- PEDESTRIANNCURB
DETECTABLE WARNING
PATTERN (SE DETAIL)
' EXPANSION
T .)
S(TYTD. PPLAN F -3)
DEPRESSED
CURB & GUTTER
I (SEE NOTE 5)
/ TOP OF
ROADWAY
DETECTABLE
WARNING
PATTERN
(SE DETAIL)
SIDEWALK RAMP WSDOT TYPE 3A
NOT TO SCALE
APPROVED FOR CONSTRUCTION
B rejt DATE: 4 -7 -os
De elopment Review Engineer
( �7� L�h/2
APPROVAL
EXPIRES: 4 -,7,-sT�
JOB NUMBER
06519 -A
ROAD DETAILS 2 EE
8
OF
15
SHEET
I I
I
TTi
I I
r I
) I I I
1
—1 I
2 I
I
_J
J I
1 I
I
14f�y I g
Z `N
W �D
N W
Q
N M
�
X03
Q°
a
o�� I
I I I
SECTION 24 TOWNSHIP 17 RANGE 1E W.M.
` I S 88'15'38' E --
\• I IRRIGATION METER AND
1 BACKFLOW DEVICE SEE 0 EN ,
LANDSCAPE PLANS FOR _
:,•' \\ DETAILS OS OS
I
2 ` -- - - -- -- -- ---� 9
` — — -- — — —
STEP sTE AD A 6
STEP STEP STEP
S 88'15'30" E STEP STEP STEP
11 lEP --
w 369.99 412k 00 — W F"' w IN ty — T 00
I � � w�_ W W w —
I
1 5
I I
I
IL
I
I I
r . F:
rn \ \
\ I
J
� J
I-- - -- - - -- r
10' UTILI ESMT TYP
I I L
6 -�
8 g I 10
11 I I L1Z
Plotted Br Joson Bruhn. BT on 8/1/11 11:44 AM
�iiiiii '%iffv0IN 011 vEWEN p
5016 Lacey Boulevard SE, Lacey, Washington 98503
(360) 491 -3399 (800) 4547545 Fax (360) 491 -3857 YELM
PLAT
0
S. T. E. P. NOTES:
❑
1 STA 21 +90.07, 5.22' LT
CONNECT TO EXISTING S.T.E.P. MAIN
REMOVE EXISTING PIG LAUNCH ASSEMBLY
INSTALL
1 -3 "0 GATE VALVE
1— THRUST BLOCK
1 —AIR RELEASE ASSEMBLY PER DETAIL
7 -12 SHEET 12 (OFFSET 22.5' LT)
R2 INSTALL
59 LF 3 "0 PVC SDR 21, CLASS 200 S.T.E.P.
MAIN
❑3 STA 21 +31.57, 6' LT
INSTALL
1 -3 "x2" PVC TEE
1 -2" GATE VALVE
1— THRUST BLOCK
F-4] INSTALL
130 LF 3"0 PVC SDR 21, CLASS 200
S.T.E.P. MAIN
❑5 STA 20 +00, 6' LT
CONNECT TO EXISTING 2 "0 STEP MAIN
INSTALL
1 -2 "X3" REDUCER
EX 2" GATE VALVE TO REMAIN
E6 INSTALL
407 LF 2 "0 PVC SDR 21, CLASS 200
S.T.E.P. MAIN
❑7 STA 14 +01.21, 6' LT
INSTALL
1 —END OF LINE CLEANOUT PER DETAIL
SHEET 12
1 -2" GATE VALVE
WATER NOTES:
OSTA 21 +90.07, 4.87' LT
IF WATERMAIN HAS BEEN INSTALLED FOR THE
CULLEN ROAD PLAT, CONNECT TO EXISTING
WATERMAIN:
REMOVE
EXISTING EX 2" BLOWOFF ASSEMBLY
INSTALL
AIR AND VACCUM RELEASE VALVE PER
DETAIL SHT 11
IF WATERMAIN IS NOT INSTALLED:
INSTALL
2" B.O. ASSEMBLY PER DETAIL SHEET 11
INSTALL
O71 LF 8 "0 PVC C900 CL150 WATERMAIN
STA 21 +19.57, 5.29' RT
INSTALL
3 1 -8 TEE (FLxFLxFL)
3 -8" GATE VALVE (FLxMJ)
1— THRUST BLOCK
INSTALL
O120 LF 8 "0 PVC C900 CL150 WATERMAIN
CONNECT TO EXISTING 8'0 WATERMAIN
OREMOVE EXISTING BLOWOFF
INSTALL
O389 LF 8 "0 PVC C900 CL150 WATERMAIN
STA 14 +06, 6' RT
OINSTALL
1 -2" BLOW OFF ASSEMBLY
PER DETAIL SHEET 11
STA 10 +91.55, 23' LT
OINSTALL
1 —FIRE HYDRANT ASEMBLY PER DETAIL
SHEET 11
OSTA 13 +15.95, 23' LT
g INSTALL
1 —FIRE HYDRANT ASEMBLY PER DETAIL
SHEET 11
STA 10 +55, 23' LT
10 INSTALL
1 1/2" IRRIGATION SERVICE, METER AND
DOUBLE CHECK VALVE,
SEE DETAILS SHEET 10 AND LS 2.
r,nr n r �y v vlv.� I nvV I lulu
BY: / DATE: 2, �= /
bevelopment Review Engineer
APPROVAL J
EXPIRES:
JOB NUMBER
ROAD 'A' & PRAIRIE WIND ST 06519 -A
WATER & SEWER
�9
PLAN AND PROFILE 5
WA
BY: -- --- --
I
STA 21 +25.23
I
M 1
_
PRAIRIE -WIND S.T
_ :.,
— J
.. C R I I
_
... ROAD 'A
—
8
350
.... .80"'i
pROPOSEO. cRaDE
350
COVER.(rr?).. ........
N
1 I
-
•.
42 MIN COVER (TYIi
.::
1
VERTICAL pATUM
i
1
5
NGVD29
5
345
5
4 3 2 E "Snru�
-
345
BA818 OF BEAM98i
I i
3
I
�
GRADE
—_ —
WASHINGTON COORDINATE SYSTEM
I I I
_
O
:: :
O
__
_ - _ o
NAD83/91, SOUTH ZONE BASED ON GPS
r
RTK TIES TO:
34O
1
THURSTON COUNTY CONTROL POINTS:
4 3
2
- -
-
-
340
253 N 597,545.98, E 1,113,138.22
20
00 21
00
22"1"00
359 N 603,437.62'. E 1,106,790.26
E
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
836 N 596,849.56, 1,110,464.08
AND PROTECTION OF ALL EXISTING UTILITIES.
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
1
PRAIRIE WIND ST
SCALE IN FEET 841 N 592,654.49, E 1,113,005.47
MENE
STA 10 +00
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT
DISTANCES ARE GRID US SURVEY FEET
r. e.. "r. •.•_
1 -800- 424 -5555
HORIZONTAL SCALE: 1 " =20 FEET
0
20 40 COMBINED FACTOR 0.99992
Plotted Br Joson Bruhn. BT on 8/1/11 11:44 AM
�iiiiii '%iffv0IN 011 vEWEN p
5016 Lacey Boulevard SE, Lacey, Washington 98503
(360) 491 -3399 (800) 4547545 Fax (360) 491 -3857 YELM
PLAT
0
S. T. E. P. NOTES:
❑
1 STA 21 +90.07, 5.22' LT
CONNECT TO EXISTING S.T.E.P. MAIN
REMOVE EXISTING PIG LAUNCH ASSEMBLY
INSTALL
1 -3 "0 GATE VALVE
1— THRUST BLOCK
1 —AIR RELEASE ASSEMBLY PER DETAIL
7 -12 SHEET 12 (OFFSET 22.5' LT)
R2 INSTALL
59 LF 3 "0 PVC SDR 21, CLASS 200 S.T.E.P.
MAIN
❑3 STA 21 +31.57, 6' LT
INSTALL
1 -3 "x2" PVC TEE
1 -2" GATE VALVE
1— THRUST BLOCK
F-4] INSTALL
130 LF 3"0 PVC SDR 21, CLASS 200
S.T.E.P. MAIN
❑5 STA 20 +00, 6' LT
CONNECT TO EXISTING 2 "0 STEP MAIN
INSTALL
1 -2 "X3" REDUCER
EX 2" GATE VALVE TO REMAIN
E6 INSTALL
407 LF 2 "0 PVC SDR 21, CLASS 200
S.T.E.P. MAIN
❑7 STA 14 +01.21, 6' LT
INSTALL
1 —END OF LINE CLEANOUT PER DETAIL
SHEET 12
1 -2" GATE VALVE
WATER NOTES:
OSTA 21 +90.07, 4.87' LT
IF WATERMAIN HAS BEEN INSTALLED FOR THE
CULLEN ROAD PLAT, CONNECT TO EXISTING
WATERMAIN:
REMOVE
EXISTING EX 2" BLOWOFF ASSEMBLY
INSTALL
AIR AND VACCUM RELEASE VALVE PER
DETAIL SHT 11
IF WATERMAIN IS NOT INSTALLED:
INSTALL
2" B.O. ASSEMBLY PER DETAIL SHEET 11
INSTALL
O71 LF 8 "0 PVC C900 CL150 WATERMAIN
STA 21 +19.57, 5.29' RT
INSTALL
3 1 -8 TEE (FLxFLxFL)
3 -8" GATE VALVE (FLxMJ)
1— THRUST BLOCK
INSTALL
O120 LF 8 "0 PVC C900 CL150 WATERMAIN
CONNECT TO EXISTING 8'0 WATERMAIN
OREMOVE EXISTING BLOWOFF
INSTALL
O389 LF 8 "0 PVC C900 CL150 WATERMAIN
STA 14 +06, 6' RT
OINSTALL
1 -2" BLOW OFF ASSEMBLY
PER DETAIL SHEET 11
STA 10 +91.55, 23' LT
OINSTALL
1 —FIRE HYDRANT ASEMBLY PER DETAIL
SHEET 11
OSTA 13 +15.95, 23' LT
g INSTALL
1 —FIRE HYDRANT ASEMBLY PER DETAIL
SHEET 11
STA 10 +55, 23' LT
10 INSTALL
1 1/2" IRRIGATION SERVICE, METER AND
DOUBLE CHECK VALVE,
SEE DETAILS SHEET 10 AND LS 2.
r,nr n r �y v vlv.� I nvV I lulu
BY: / DATE: 2, �= /
bevelopment Review Engineer
APPROVAL J
EXPIRES:
JOB NUMBER
ROAD 'A' & PRAIRIE WIND ST 06519 -A
WATER & SEWER
�9
PLAN AND PROFILE 5
WA
BY: -- --- --
GENERAL NOTES (,SANITARY SEWER MAIN INSTALLATION)
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE MATH CITY OF YELM
STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT /APWA).
2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED
BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
3. 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.
4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE
START OF CONSTRUCTION.
5. 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.
6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL U71UTY LOCATIONS
PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800-
424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
7. SIDE SEVER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 PATH FLEXIBLE GASKETED
OR SOLVENT WELD JOINTS.
Q ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE
INSTALLED 12" M IS" UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER
SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED SEVER
WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP
SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE DIRECT -BURY
RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT LIP AND TIED
OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE
TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR.
9. 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.
10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE
REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1).
11. 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.
12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING
CONSTRUCTION 70 PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM
DRAINAGE FACIU71ES AND ROADWAYS.
13. PROVIDE TRAFFIC CONTROL PLAN(S)IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED.
14, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE
APPROVED PLANS ON CONSTRUCTION STE AT ALL TIMES.
15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY
OF YELM.
16. 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 MAN IN SERVICE.
17. 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.
1Q PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS
OTHERWISE AUTHORIZED BY THE CITY OF YELM.
19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD
REWIRE A SEPARATE "ON -OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL
PANEL. SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN
OLYMPUS TYPE BPI25. 30MM PADLOCK.
20, INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REWIRED. A 24 HOUR NOTICE TO
THE SEWER DEPARTMENT IS REWIRED PRIOR TO THE INSPECTION.
ITEMS NEEDING INSPECTION ARE:
A) TANK INSTALLATION, IE; BEDDING AND LOCATION
B) TANK INFILTRATION, EXFILTRATION TEST
C) SS PRESSURE TEST
D) SERVICE LINE PRESSURE TEST
E) FINAL INSPECTION
21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER
METER MUST BE PRESSURE TREATED.
LINE
18" MIN.
SANITARY
SEWER .!
PIPE
DATE
potted BW Mom Wn an 3/14/01118:03 AN
REVISED PER CITY
REVISIONS
INSTALL SERNpeES PER DETAILS 7 -2 AND 7 -25 ON SHEET 12.
GENERAL NOTES (WATER MAIN INSTALLATION)
1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM
STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION,
2. ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CITY OF YELM.
PRIOR TO MX WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A
PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS,
REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT THE
PUBLIC WORKS DEPARTMENT AT (360) 458 -8410 TO SCHEDULE THE MEETING. THE
CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING.
3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS:
POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC
1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO
OR LESS THAN THE STANDARD DIMENSION RATIO (SOR) OF 21, AND MEET THE
REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)8.
POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE
REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER
THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD
SPECIFICATIONS SECTION 9- 30.1(5)A.
POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE
REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR LESS THAN THE SDR
OF 16.
DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR
GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE
MATH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS SECTION 9- 30.1.(1). SIX -INCH FIRE HYDRANT SPOOLS
SHALL BE CLASS 52.
4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -RINGS
SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL
CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M a H, KENNEDY, CLOW
R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY
EMPLOYEES ONLY.
S. HYDRANTS SHALL BE M k H RELIANT STYLE 929 OR 129, MUELLER CENTURION, OR
CLOW MEDALLION. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. SEE
DETAIL 6 -7 SHEET 24.
6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE
REFERENCED SPECIFICATION (NOTE 1).
7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED
12• TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC
NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2 -INCH -WIDE
MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL
BE TERRA TAPE "D" OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14
GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UF" SINGLE
CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT
VALVE BODY ALL WARE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT,
MANUFACTURED BY 3 -M OR APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE
SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN.
8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD.
9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING
OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK.
10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN
EMBOSSED OW" 1/4 INCH INTO CONCRETE.
11. CALL UNDERGROUND LOCATE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS
PRIOR TO ANY EXCAVATIONS.
11 THE CITY WALL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN.
WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION ". CONNECTION POINTS WILL BE
EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING
SHUT -DOWN NOTICES.
13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED.
THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO
CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL
MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO
THE EXISTING SYSTEM OR INSTALL A NEW VALVE.
14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE
OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A "PUNCH LIST" PREPARED BY THE
CITY'S INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL
ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION
OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF
SANITARY SEWER SERVICE.
15.A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS
AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION.
16. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S
ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE
CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS.
APPROVED FOR CONSTRUCTION
B • owa DATE: 4 -7-013
De1� ment Engineer ,
y Ldl V ��
AL
EXPIROES:
C- SKILLIHOS
connoLLY
5016 LJHIOey SmAevaid SE, Laoey, Wa*Nngft 98503
(380) 491 -3399 (800)454 -7545 Fax(360)4913657
HOFFMAN
PLAT
WATER METER SERVICE CONNECTION SCHEDULE*
LOT #
STATION
OFFSET
DESCRIPTION
1,2
20+48
21' LT
DOUBLE SERVICE WATER METER
3,4
21 +52
22' LT
DOUBLE SERVICE WATER METER
5
10+48
22.5' FIT
SINGLE SERVICE WATER METER
8,7
I1 +41
22.5' FIT
DOUBLE SERVICE WATER METER
8.9
12 +45
22.5' RT
DOUBLE SERVICE WATER METER
10,11
13 +49
22.5 FIT
DOUBLE SERVICE WATER METER
12,13
14 +01
13' FIT
DOUBLE SERVICE WATER METER
14,15
14 +10
25' LT
DOUBLE SERVICE WATER METER
IRRIGATION
10 +55
23' LT
IRRIGATION METER
•6NSTALL SEMIRMS PER DETAILS 6 -1 AND 6 -2 ON SHEET 11.
(5; (5)
'LAN
PROFILE
�
f M'-* �e o
GRAVEL BASE
MATERIAL LIST: 12' TN=
1, SERVICE LJNE
2. 90' REND
3. UNION
4. NIP LE
5. SHUT -OFF VALVI
6. CHECK VALVE (D.S.N.S. APPROVED)
7. RELIEF VALVE
6. TESTS COCKS
9. DRAIN TO DAVLOHT
10.PLUGS IN TEST DOCKS
GENERAL NOTES:
A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION.
B. DIAMETER OF PIPE AND FITTINGS -
C. REFER TO DEVELOPMENT GUIDELINES SECTION 8.110
FOR FURTHER INFORMATION.
0, DO NO' INSTALL IN ARCH SUBJECT TO FLOODING.
TO BUILDING OR
INRNMTION SYSTEM
REDUCED PRESSURE
BACKFLOW ASSEMBLY
FOR 2" OR SMALLER
DWG NC.
1
Nrove r,xrrro n..r 6 -1 7
KR I JEG I TP
WATER AND SEWER
NOTES AND DETAILS - 1
06519 -A
10
DF
14
LID - IMOSTATEs Kr -1416
9OX- 'MICSTATES BCF -14168
\ " PBE APPROVED EQUAL
SERVICE SAODIE
ROMAC 2025 OR
HOWELL SIS
I" x 1' FORD PACK ~ OR GRIP
CORPORATION STOP
's
1' POLYETHYLENE LME-.,
RAU. VALVE (CURB STO►1
WITH PACK JOINT
I
211 SLOPE TO BDX
d
CURB °
v
I I' PLASTIC LINE (USE 200 SI fslol POIrETX IL[NE NP[) FORD 861 -444 BALL VALVE
WITH PACK JOINT Is FEMALE
I.P. THREADS
SERVICE SADDLE
NOTESI
I. STAINLESS STEEL INSERTS REQUIRED FOR ALL
PACK JOINTS AND CM.
2. ALL SERVICE SADDLES SHALL HAVE RUBBER
GASKET AND I.P. TWEADS-
5/8" DUAL
METER SERVICE
E D� DMG N0.
K MTRKS DIRCCT NY DATE 6 -2
OVM. CKD. DATE
ES JEC 7P 4/2007
.Vdri- � Z! i R.'tii(Q%t�(.Y(,�('iCY. YIH • .
l' TOP i VIEW
TOP ',VIEW TOP VIEW r
_ WYE
L, y.
SIDE VIEW �7aN`Y I
SIDE VIEW SIDE VIEW
TEE C ROSS GATE VALVE I HORIZ;BEND
Tn
�Iry > �.
TEE WITH I CROSS WITH I CROSS WITH IPLUG OR CAP
PLUG PLUG PLUGS
[VE45' 90'
RTICAL BEND
CITY OF YELM, WASHINGTON
DEPT OF PUBLIC WORKS__
NOTES: STANDARD
I. CONCRETE THRUST BLOCKING TO BE
POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL
2. PLASTIC BARRIER SHALL BE PLACED BE--- - -r---
TWEEN ALL THRUST BLOCKS t FITTINGS. AM DWG. 90.
3. ANCHOR REPAR SMALL BE 5/8" MINIMUM C►� - - - 6 -1 3
DIAMETER. PUBLIC WORKS PRECTOR `DAn
RE CND. OATS
Es JEC I III, I 4/2007
DATE
Plotted Ble Mary aura on 3/14/08 003 AM
SERVICE SADDLE
RDMAC 2a2S OR
ROCKWELL 313 MCFCR BOX
1 . 1' FORD GRIP EWIT
�CORPORATION STOP TYPE
FB 1101
I' PLASM LINE (USE 200 PSI-
OAT PHILLIPS DRISCO PPE 5100
PDL TETHItew PIE)
CURB _�•
14 GAUGE INSULATED COPPER
TDNING HIRE MAPPED AROUND THE
PIPE (SEE GENERAL NOTES NO 7 )
IF
FORD 861 -444-G GRIP
ssTM JOINT BY I.P THREADS.
+ / BRASS BUSHRJG 177)
%712' BRASS NIPPLE -
1'. 1' FOOD GRIP
JM, CORPORARdr
STOP TYPE FS 1101
SERVICE SADDLE
NOTES:
1, STAINLESS STEEL INSERTS
REGUREO FOR ALL PACK JOINTS
AND CRP.
2. ALL SERVICE SADDLES SHALL AND
FITTINGS SHALL HAW I.P. THREADS.
LAD - -YE ER
LJD - MESTATES BLV -1416
BOX- MPRE API BCE -11188
'QR PRE APPRDNm EDlAL
METER -
CHECK VALVE
14'
12'
12"
FORD VON 72 -I5W 5181
J /4' COPPER METER MITER
WIN CHEM VALVE AND
WON NUT AND SOM FOR
CONNECTING i' RCH PIPF OR
EQUAL
5/8" SINGLE
METER SERVICE
'110 Dec. 40.
NC WORKS DIRECTOR DATE 6 -1
CKD. DATE
ES JEG IP 412007
THRUST LOADS
THRUST AT FIRINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE
PIPE 90' BEND 45' BEND 2 -1/2' BEND 11 -1/4 BEND DEAD END
DIAMETER OR TEE
4"
3,600
2.000
1,000
500
21600
6"
8.000,
4,400
2,300
1,200
5,700
8"
14,300
7,700
4,000
2,000
10,100
10"
22.300
12,100
6,200
3.100
15,800
12"
32,000
17,400
8,900
4,500
22,700
14"
43.600
23,600
12,100
6,100
30,800
16"
57,000
30,800
15,700
7,900
40,300
NOTES:
I. BLOCKING SHALL BE CEMENT CONCRETE CUSS 3000 POURED IN PUCE
AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE
THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL.
2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE
FEET (S.F.):
EXAMPLE : 12" - 90' BEND IN $AND AND GRAVEL
32,000 LBS 3000 LB /S.F. = 10,7 S.F. OF AREA
3. AREAS MUST BE ADJUSTED FOR OTHCR PIPE SIZE, PRESSURES AND
SOIL CONDITIONS.
4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE
AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER
ALL CONDITIONS OF SERVICE.
SAFE SOIL BEARING LOADS
FOR HORIZONTAL THRUSTS WHEN THE DEPTH
OF COVER OVER THE PIPE EXCEEDS 2 FEET
SOIL POUNDS PER
SQUARE FOOT CITY OF YELM, WASHINGTON
MUCK, PEAT 0 DEPT. OF PUBLIC WORKS
SOFT cur 11000
SAND 2,000 THRUST LOADS
SAND Q GRAVEL 3,000 -
SAND Q GRAVEL 4,DO0Q'
CEMENTED WITH ��u^
CLAY PUBLIC WORKS DIRECTOR DATE 16-14
HARD SHALE 10 000
OEEES DNN. Q CXO. TP 4 2007
REVISIONS
Top view operating nut
1- limits of payment - �-L
Paint Hydrant - Weather shlele
Sun Yellow High and Hydrant Lock
Grads Enamel - sonnot -'� - --
/ 13312 _ 21 /,'Hose connection
with threads HYDRANT OFFSET
-- 02 "Stsomer connection
with MST threads See valve box and
S adopter valve stem delail-
Style 7o 5 -37 37 w /SC cap / 6 -I1
18 124" I , Ground
Slandpips
6" Flanged fin
3' Minimum hydrant tee
;h Pipe Join) 6
B"
ME1ER BOX
14"
SINGLE METER
BOX PLACEMENT 12' MAX.
"2R� TO -I
16'
METER BOX
DUAL METER -
BOX PLACEMENT
u 4"
12"
12"
I.
12" P
TYPICAL METER
EMENT W /SIDEWALK
Lam_ Gel N0.
v
OWNS DIRECTOR DATE 6 -6
DWW. CKD.
ES I AEG TP
SOLID CAST IRON COVER
MARKED "WATER"
ELL
\PIPE BEDDING 1P
2" ABOVE PIPE
TRNC FLOW 250
THRUST
6" Class 52 due111e
iron
WATER CONNECTION
CONCRETE
pipe cut to length
CITY OF YELIJ, WASHINGTON
AL
PtA
DEPT. OF PU LIC
6" gate valve, FL
X MJ
MIN.
See note below
211 RLOWOFF
NO.Jt 1 TYPE 2 WITH 12" BASE OR EQUAL
ASSEMBLY'
Varies
-
4 "xB "x16" concrete block
LHydranl
1
shoe
/6'
APPROVED
Bockfill to lop of drain ring housing
Plastic barrier be1we4n \j
bolls with 2" washed rock as shown
thrust block and tee
PUBUG'WORKS DIRECTOR
x 6' sheet of 11 mil. plastic or can-
-2" BALL VALVE 811 -777
Not"
strucfion fabric, covering 2" washed rock
Concrete thrust block
1.
Hydrants shall be located in
Cost -in -place against
/;g
accordance with Section 6.060.
fitting only
THRUST BLOC K 2" THREADED
In addition. a minimum three tool
radius unobsimated working area shall
CAP WITH 2" I.P. FLANGE (TYP)
be provided around all hydrants.
CITY OF YELM, WASHNGTON
2.
Hydrants shall be Dresser M t H
DEPT. OF PUBLIC WORKS
Retlant style 929, Clow Medallion or
2"
DRISCOPIPE 5100 ULTRA -LINE PIPE
American AVK Series 2760 or Mueller
BASE OF HYDRANT
Centurion
FIRE HYDRANT
3.
Cate valves shall weds,
OR
APPROVED EQUAL (200 PSI MIN).
a s. Valve
NRS with 0-rMq note. Vahe ends shell
be Mechanical joint by ANSI flongo&
Valves shall conform to AWWA 509 -80.
M"
DING. N0.
Valves shall be Mueller MRH, Kennedy,
7="+ ?
6 -7
Claw R/W or Walerous Series 500.
PUBLIC
WORKS DIRECTOR DATE
4,
Fire Hydrant look payment is required
OLS.
DWIN
CKD.
DATE
city will order and Install.
15
JEG
TP '
4/2007
ME1ER BOX
14"
SINGLE METER
BOX PLACEMENT 12' MAX.
"2R� TO -I
16'
METER BOX
DUAL METER -
BOX PLACEMENT
u 4"
12"
12"
I.
12" P
TYPICAL METER
EMENT W /SIDEWALK
Lam_ Gel N0.
v
OWNS DIRECTOR DATE 6 -6
DWW. CKD.
ES I AEG TP
SOLID CAST IRON COVER
MARKED "WATER"
ELL
IERCI
--$.'- L CONCRETE74 1•1 t I j _. ''�-_�I I ]
1.5' 1 1 5' -0" _ 1 . LY
\PIPE BEDDING 1P
2" ABOVE PIPE
TRNC FLOW 250
THRUST
4067 OR OPERATING NUT UNDISTURBED
6"
WATER CONNECTION
CONCRETE
METER BOX FOG -TITE METER SEAL CO.
CITY OF YELIJ, WASHINGTON
AL
PtA
DEPT. OF PU LIC
WORKS
YELM VALVE BOX DETAIL 6 -11.
MIN.
2. WATERMAINS WHICH WILL BE EXTENDED
211 RLOWOFF
NO.Jt 1 TYPE 2 WITH 12" BASE OR EQUAL
ASSEMBLY'
R
-
90•
�- STREET
COVER LOCATE
WIRE 1.
BE THE SAME SIZE AND INSTALLED ON
APPROVED
2" DIA. BRASS
CONCRETELITHRUST BLOCK. DED WITH A
DALE
ELL
PUBUG'WORKS DIRECTOR
-2" BALL VALVE 811 -777
r
90'
36" MIN.
DANE
COMMERCIAL CONCRETE IRON PIPE
ES
/;g
-2" CBS -77 MIPXPJ ADPTR
TO
THRUST BLOC K 2" THREADED
CAP WITH 2" I.P. FLANGE (TYP)
ELBOW
DRAIN ROCK
SWING JOINT AT
2"
DRISCOPIPE 5100 ULTRA -LINE PIPE
BASE OF HYDRANT
[DRAINAGE
li 1-2" DIA, BRASS
OR
APPROVED EQUAL (200 PSI MIN).
-
MUELLER INSTA -TITE COUPLING
#15406 OR APPROVED EQUAL
AIR AND
VACUUM
CORPORATION STOP
VALVE 2"
OR
2 -90" BRASS
2" GALVANIZED
FORD FS00 OR
EQUAL
STEEL PIPE TO ELBOWS
EQUAL
FIT
2"-9
2 " -90'
ELBOW
WASHED GRAVEL PASSING
SERVICE SADDLE 2"
1/2" AND RETAINED ON
ASSEMBLY - SINGLE STRAP.
1/4" MESH
ROMAC 202 S OR EQUAL
2 - GLAV. PIPES BURIED 3'
W/ 1/2" WIDE SERVICE SADDLE 2"
STAINLESS STEEL PIPE CLAMP
ASSEMBLY
ASSEMBLY DOUBLE
NOTES
STRAP
1.
AIR t VACUUM VALVE ASSEMBLY MUST BE INSTALLED AT RICHEST POINT OF LINE.
CITY OF YELM
2.
REMOVE ALL FOR KNOCKOUTS TO ALLOW FOR DRAINAGE.
DEPT. OF PUBLIC WORKS
3.
FACE Or METER BOX TO BE LOCATED 1' IN BACK OF CURB.
2f1 AIR AND VACUUM
4.
WHERE AIR RELEASE VALVE FALLS OUTSIDE Or PLANED IMPROVEMENTS. REPAIR
EXISTING.
RELEASE VALVE
SIDEWALK TO MATCH
S.
THE WATER SERVICE LINE SHALL HAVE 36" OF COVER BELOW FINISH GRADE.
APPRL-VEJ? -E�
DWG. NO,
6.
METALLIC (DETECTABLE MARKING) TAPE SHALL BE COLOR CODE BLUE AND SHALL BE
�
\ "� {-
C p
6 -8
IMPRINTED CONTINUOUSLY OVER ITS ENTIRE LENGTH IN PERMANENT BUCK INK, WITH
PUBLIC WORKS DIRECTOR DATE
THE MESSAGE "WATER LINE BURIED BELOW" ANC' THE WORD CAUTION" PROMINENTLY
DWN.
KD
KD.
A
SHOWN. TAPE SMALL BE A 2" MIN WIDTH AND WILL HAVE LOCATE WIRE.
ES
ES
JEG
4/2007
IERCI
--$.'- L CONCRETE74 1•1 t I j _. ''�-_�I I ]
1.5' 1 1 5' -0" _ 1 . LY
Z Mr
2" GATE VALVE $HALL BE EQUAL
\PIPE BEDDING 1P
2" ABOVE PIPE
TRNC FLOW 250
THRUST
4067 OR OPERATING NUT UNDISTURBED
BLOCK
WATER CONNECTION
SEE NOTE 2.
CITY OF YELIJ, WASHINGTON
AL
PtA
DEPT. OF PU LIC
WORKS
YELM VALVE BOX DETAIL 6 -11.
910 VB X
2. WATERMAINS WHICH WILL BE EXTENDED
211 RLOWOFF
ASSEMBLY'
R
42" MIN.
COVER LOCATE
WIRE 1.
BE THE SAME SIZE AND INSTALLED ON
APPROVED
2" DIA. BRASS
CONCRETELITHRUST BLOCK. DED WITH A
DALE
6 -9
PUBUG'WORKS DIRECTOR
DUCTILE
OWN.
CND.
36" MIN.
DANE
COMMERCIAL CONCRETE IRON PIPE
ES
LEG
TO
THRUST BLOC K 2" THREADED
CAP WITH 2" I.P. FLANGE (TYP)
THREADED TAP 7
DRAIN ROCK
SWING JOINT AT
OR
BASE OF HYDRANT
[DRAINAGE
li 1-2" DIA, BRASS
Z Mr
2" GATE VALVE $HALL BE EQUAL
\PIPE BEDDING 1P
2" ABOVE PIPE
WITH 2" SQUARE M & H STYLE
THRUST
4067 OR OPERATING NUT UNDISTURBED
BLOCK
(COUNTER CLOCKWISE OPENING) EARTH
SEE NOTE 2.
CITY OF YELIJ, WASHINGTON
1. VALVE BOX AND COVER SHALL BE PER
DEPT. OF PU LIC
WORKS
YELM VALVE BOX DETAIL 6 -11.
2. WATERMAINS WHICH WILL BE EXTENDED
211 RLOWOFF
ASSEMBLY'
IN THE FUTURE, THE VALVE WHICH
OPERATES THE BLOWOFF ASSEMBLY SHALL
\ lr "
BE THE SAME SIZE AND INSTALLED ON
APPROVED
DWG, ND.
CONCRETELITHRUST BLOCK. DED WITH A
DALE
6 -9
PUBUG'WORKS DIRECTOR
DES.
OWN.
CND.
DANE
ES
LEG
TO
412007
BD M
0 G
U V•
F
O W I
LL
W
a.
lY
>�
\� m �
JOB NUMBER
06519 -A
SKILLIHOS HOFFMAN WATER AND SEWER
r
CONNOLLY PLAT NOTES AND DETAILS BE 2
OF
5016 Lacey Boulevard M, Lacey Washington 98603 15
(360) 491.3399 (800) 4547545 Fax (360) 491-W7 CITY OF YELM WA SHM
RESTORATION SURFACE
SEE RESTORATION TABLE
SEE RESTORATION
FINISH OR
IATION TABLE
N SIDE
AS STEEP
MBLE
LINE
rDDNG FOR
PIPE 0.0.
RESTORATION TABLE 1
SURFACE
THICKNESS
BACNFlLL/
COMFITS/
T11C
EXTENDED OUTSIDE PVC RISER PIPE THEN
COMPACWM REGM75.
OTHER REOITREMBITS
VALVE STEM EXTENSION LEGEND
Q VALVE OPERATING NUT OR 1 7/8'
CRUSHED
4" CRUSHED SURFACE
SELECT BACKML
FMISN ARIApE 9WL BE
SURFACE
TOP COURSE
COMPACT ro 0YK
91aDTH A CON94TAN1
MTN FAIRING
AG PAVEMENT
PAMNG 0\iR AA' ARDSHEO
SELECT BACWFEL
CONMN ro M, pISWN
OVER GRAVEL BABC
SURFACE TOP COLR$C
COMPACT TO 96K
GRADE§ AKO LUflB6
ROPES 9NALL MAIpR
CONMETE SLFFACE
MATCH EMIND
SELECT BACAFKL
MATCH EXISTING MAN
(DRIVEWAYAADETALK)
CONCRETE NMMVSS
COMPACT TO 96K
TEXTURAL AND GRACE.
LAMH/LAHDSCAPE
HYDNOSEED MAIN. TYPE A
OKR 4• MRL TIKE A
NA71W BACKPAL
FNSI1 GRADE SHALL H
TOP SO,L
GowACr ro mR
SMOOM dr WNBSTANT
Ti1N �� mADE
UNIMPROVED SUFACE
N/A
NAIVE BACKFCL
MORD BACNFILL
2' ABOVE
COMPACT TO DISK
EXISTING
GTADE !SMOOTH
CSEC . CRUSHED SURFACE BASE COURSE
CSTC - CRUREO SURFACE TOP COURSE
3' z 3' x 4"
CLASS 3000
CONCRETE PAD
OUTSIDE PAVED AREA
TRACER WIRE
-SEAL WITH AR4000W . ^^
INSIDE PAVED ROADWAY
0" 8 3/4"
TYPICAL
PIPE TRENCH
AP
ER OWD
OWG N0.
t1y
PUBLIC WORKS DIRECTOR DATE 7-3
cKD. DATE
JY JEC TP 4/2007
'�
RECESSES HANDLE TYPE
� I COVER
�INLAND FOUNDRY 1248
"WATE BOX WITH
WATER" CAST IN LID
OR OFCO 910
SECTION
NOTE: —
—ELF`
ALL VALVES MUST HAVE 14 GUAGE INSULATED
COPPER TRACER WIRE TIED OFF AT VALVE B
BODY,
EXTENDED OUTSIDE PVC RISER PIPE THEN
EXTENDED ONE FOOT TOP OF VALVE BOX.
VALVE STEM EXTENSION LEGEND
Q VALVE OPERATING NUT OR 1 7/8'
X 1 7/8' X 2" HIGH GRADE STEEL
WELDED TO RISER SHAFT, F
O 3/16" Thk X 5 1/5' CIA STEEL
FES
r'KUJ. tNGN.: R. CONNOLLY 06 07
Rotted By Jam Bruhn, 0T On 8/1/11 10:41 AM
.,..Ar�A•
OR 18"
_S" SDR 21 PVC PIPE
R CONFORMING TO ASTM
3034. RISER PIPE TO BE
PLUMB AND CENTERED
OVER VALVE STEM.
VALVE STEM RISER
REQUIRED WHEN MAX,
36" IS EXCEEDED
(LENGTH VARIES)
VALVE SHOWN- SIMILAR
.LATION REWIRED FOR
STANDARD
VALVE BOX
�- DeWG. N1D.•
MKS DIRECAOR DAIE 6- I 1
EZVoll
ro
2' TK.
RESTORATION DEPTH
VARIES
TRACE TAPE 12' TO IB' UNDER
THE FINAL GRADE,
TRENCH BACKFILL --" TRACER RARE (SEE GENERAL I SPLICE 70 EXISTING
SCE NOTE 1. 2, 3 WATER NOTES NO. ]) 14 GAUGE TONING
& 3 + WARE --�
BEDDING MATERIAL �'r 6' MW. II 70 STEP TANK
SEE NOTE 4 /\
UNDISTURBED SOIL CONNECT TO I
EXISTING PVC
SERVICE LINE
NOTES: 1" KBI BALL VALVE, SL x
1" CHECK
1, A MINIMUM COVER OF 3.5 SHALL QE MAINTAINED EXCEPT AS REQUIRED AT CONNECTION ➢pN7S,
2 NATIVE BaFJTFJLL SHALL CE45SLMT OF CRUSHED, PROCESSED. OR NATURALLY OCCURRING GRANULAR
MATERIAL. !T SHALL DE E$SENRALV,Y FREE fROM VARIOUS TYPES OF WOOD WASTE OR ONfER
EXTRANEOUS OR OB„ECnO/NAOL£ MATMALS, IT SHALL NAVE SVCH CHARACTERrs'!ICS OF SrzE AND
SHAPE THAT IT NAT L COMPACT RLALOLY COMPACT.
3. NATIVE TRENCH DACKFRE MATERIAL SHALL Of SORTED OR SCREENED SO THAT THE MAXIMUM
AGGREGATE SHALL IS 6- INCHES.
4, PIPE BEDDING MATERIAL SHALL Of $AND OR OTHER CITY APPROVED LOUAL. NO SUBSNTRONS WILL
BE ALLOHEO Ni KNOUT NRIT)EN AUT ,,,LARD, FROM THE CITY OF YELM.
S. WHERE NATIVE MATERIALS HAVE BEEN DEEMED OUACCEPTABLE BY THE CITY TRENCH SACKF4L
SHALL MEET THE WS00T STANDARD S➢EGMCATIONS roR FHE PIPE TYPE DEINC SPEGFTEO.
LIVE TAP
/ 2' TYP. I m
~s
u
IP'IND VALVE
NJ SAPPINESS G
TAPPING Sf£I
VALVE AND SLEEVE SHALL BE
SUPPORTED AND BACKFILED AS
SHOWN BELOW- RIGHT.
1/3 DIAMETER
OF PIPE
CONTROLLED DENSITY BACKIILL�1_ 2•
POURED WIDTH OF TRENCH
SDAD BRICK
NOTES:
1. 11 MIL PLASTIC OR CONSTRUCTION
FABRIC SHALL RE WRAPPED ARGUING
PIPE AND FITTINGS BEFORE THRUST
BLOCK AND BACKFILL ARE POURED.
2. NJ CUT IN TEES SHALL NOT BE
PERMITTED.
3. SUPPORT VALVE AND SLEEVE
CONTINUOUSLY THROUGH INSTALLATION.
REVISIONS
REVISED PER CITY COMMENTS
REVISED PER CITY COMMENTS
DEPT. OF PUBLICVWORKS Y INSrAI anDN NnAc
ALL SERVICE LINE CARSON BOXES SHALL BE
TYPICAL WATER MAIN LOCATED 4' FROM EDGE OF CURB TO CENTER
r OF CARSON BOX N PLANTER STRIP ON BOTH
TRENCH & BEDDING SIDES OF ROADWAY.
SUNG CARSON BOXES SHALL BE LOCATED 3'
Apps _ APART TO CENTER OF BOXES
DWG. N0.
\"'V^' --- 2' BALL AND CHECK VALVES TO BE INSTALLED
PUBLIC WORKS DIRECTOR PATE 6-15 IN CARSON BOXES ACCORDING TO DRAWING,
DES. DWN. -A 0. 3.
3.
FS DEG TP 4/2007
ATE VALVE
x NJ
TEL
CONCRETE THRUST
uIr OF YELM, WASHINGTON
DEPT. OF PUBLIC YA)RKS
CONNECTION TO
XISTNG MAIN
PUBUC wLIRK -" p GTOr+ --oaTe 6 -10
CGS. OWN. CXO. GATE
EB JEC TP a /zoo?
coNTRACT No.
SIDEWALK
M' KBI SLANG
CHECK VALVE
•X
BALL VALVE
2"x t'x1 "+EE
TEE
BUSHINGS
SERVICE BOX - CARSON INDUSTRIES MODEL NO. q
14198 WITH BOLTED HINGED COVER OR EQUAL INN
COVER MARKING TO READ *SEW•
(USE IN NON - TRAFFIC AREAS)
14 GA OF HEAVY INSULATED PVC PIPE WITH
/—COPPER TONING WARE THREADED PLU.
ALL TONING WIRE SPUCES SHALL
BE CONNECTED BY USING D.B.Y.
KITS MANUFACTURED BY 3M
1" SCHEDULE J
40 PVC SWP
PVC STRONG CHECJ(
VALVE SL x sL
1' KID BALL VALVE, SL x SL-/
1" PVC NIPPLE, SL x A
V x MAIN CIA PVC
REDUCING TEE
SL SL A TH
OR PPE SADDLE ---
EXTEND SERVICE LINE
Y BEYOND BACK OF
SOMALIA TYPICAL
RARE
RAKE BOX (2)
2" SERVICE UK
2' KBI SWNG INSTALL TEL OR TA "D
CHECK VALVE / SADDLE OVER ) THE / AS JUNTItOVm 9Y FIE pTy
T KB OF YAM
BALL VALA
S
WIRE
CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL 1"
SERVICE CONNECTION
AP�PR-OV�ED — DWG. ND.
'UBU`C 11pR DIRECTOR DATE 7 -1
DES.
PATH.
JY JEG TP 4/2007
TYPICAL DOUBLE
SERVICE CONNECTION
PUBLIC ECldt TuTP
DWC Ho.
7 -2
DID
CONCRETE BLAB 2' z 2'—
CENTERED ON VALVE
/ 4 - /4'S EACH WAY TOP
6' PVC PIPE ASTM
D -30.74 (MITE) —�
PVC SEWER MAIN
DO NOT COVER
W/
BONCR T
CONCRETE
UNDISTURBED
NOTE.
2' @ 3' VALVES MAY BE BELL A SELL
AT THE CONTRACTORS OPTION
[- SKILLINGS
CONNOLL
5016 Lacey Boulevard SE, Lacey, Washington 98503
(360) 491 -3399 (800) 454 -7545 Fax (360) 491 -3857 CITY OF
6" PVC PIPE ASTM D -
3034 (WHITE)
2'8 -90' BEND
A' A. SCH 40 PVC PIPE FROM.
A VALVE W/SCILVENT WELD
JOINTS. PIPE TO BE
SAME SIZE SEWER MAIN
21'0 RIBBED PVC RISER
W/ BOLT ON FIBERGLASS
LID BY ORENCO OR EQUAL
CARBON FILTER -
EXISTING GROUND
RICH NO. 910 VALVE BON,
OR EQUAL WITH COVER
MARKING TO READ 'SEWER'
(TYP,)
44 O 7' O.C. EACH WAY TOP
DRIP 1/2' HOLE OR SLOT
FOR WARE
GATE VALVE SHALL BE SAME
SIZE AS MAIN (MJXMJ)
TONING WRE
- CONNECT TO MAINLINE
USE EXPANSION FITTINGS
AS REQUIRED
BRING MOLT NUT EXTENTIONS REQUIRED TO
TO WTHIN 24' OF THE
SURFACE
DEPT. OF PUBLIC WORKS
TYPICAL END OF
LINE CLEANOUT
AP CA— DWG. NrO..
PUBLIC WORKS DIRECTOR DATE 7- 20
_� VIN. CK . A
JY JEG TP 4/2007
1" AIR RELEASE VALVE OR
2" COMBNATION AIR RELEASE
VALVE k VACUUM VALVE
2" RIGA FINISH GRADE SHALL
NSULATION BE WIIHIN 1 "f 1/4'
OF TOP OF LP.
3
. 1 -VAX
14 GAUGE TONING WIRE I OIL
""• "r
i 1/2' PVC TRUE UNION BALL VALVE •P
Z 1" PVC TRUE UNION ALL VALVE
CIA
W I
VALVE NUT EXTENTIONS REQUIRED SLOPE UP ;
TO BRING NUT TO WIDW 1Y OF ---------------------
THE %REAM
POLYPRCPYLO
I' SCNEDIILE 40 PVC STRAINER
1" PVC ELL. SUTH
I" SCHEDULE 80 PVC OPT NIPPLE
SELF TAPPING PVC SADDLE
ROMAC MODEL 304 CR EQUAL INMUY OF 8"
PRESSURE SEWER MAIN OF PEA GRAVEL
RAO(FILL FOR
TONING IRE, BRING TO DRAIN
SURFACE IN VALVE BOX
DRILL 1/2' HUE OR SLOT
FOR MARE
GATE VALVE, MJ n NJ
2 - /4 BARS
Imo.
PLACE IN A NON- TRAFFIC AREA,
UNION JOINTS SHALL BE SDLVENT CITY OF YELM
WELDED. CITY TO FIELD LOCATE. DEPT. OF PUBLIC WORKS
MODEL D -021 COMBINATION
AIR VALVE "MUM SAAR T
szED AccoRDlNC To THE TYPICAL SEWER AUTOMATIC
CONCRETE SUPPORT BLOCK FOR MFG• RECOMMENDATION AIR RELEASE VALVE
CALVES z" AND LARGER! PER PIPE SIZE
APPROVE
`>..�� DWG. NOWT
PUBLIC WORKS DRECTOR DATE 7— 1 2
JY JEG TP 4/2007
CITY pF YELM R 1`D FOR CONSTRUCTION
DEPT, OF PUBLIC WORKS /
TYPICAL SEWER MAINE' _ DATE: % w Tz'i
LINE GATE VALVE level mentReVIeWEngineer
DWG. POOL
Pueuc woRKS DRECTDR
DA 7-21 APPROVAL y/ `
JY JEG TP A4/7007 EXPIRES: 7 J >✓
JOB NUMBER
HOFFMAN WATER AND SEWER 06519 -A
PLAT NOTES AND DETAILS 11111 3 S12
YELM WA! a
B Y: --------°-°---- --
III
ATE VALVE
x NJ
TEL
CONCRETE THRUST
uIr OF YELM, WASHINGTON
DEPT. OF PUBLIC YA)RKS
CONNECTION TO
XISTNG MAIN
PUBUC wLIRK -" p GTOr+ --oaTe 6 -10
CGS. OWN. CXO. GATE
EB JEC TP a /zoo?
coNTRACT No.
SIDEWALK
M' KBI SLANG
CHECK VALVE
•X
BALL VALVE
2"x t'x1 "+EE
TEE
BUSHINGS
SERVICE BOX - CARSON INDUSTRIES MODEL NO. q
14198 WITH BOLTED HINGED COVER OR EQUAL INN
COVER MARKING TO READ *SEW•
(USE IN NON - TRAFFIC AREAS)
14 GA OF HEAVY INSULATED PVC PIPE WITH
/—COPPER TONING WARE THREADED PLU.
ALL TONING WIRE SPUCES SHALL
BE CONNECTED BY USING D.B.Y.
KITS MANUFACTURED BY 3M
1" SCHEDULE J
40 PVC SWP
PVC STRONG CHECJ(
VALVE SL x sL
1' KID BALL VALVE, SL x SL-/
1" PVC NIPPLE, SL x A
V x MAIN CIA PVC
REDUCING TEE
SL SL A TH
OR PPE SADDLE ---
EXTEND SERVICE LINE
Y BEYOND BACK OF
SOMALIA TYPICAL
RARE
RAKE BOX (2)
2" SERVICE UK
2' KBI SWNG INSTALL TEL OR TA "D
CHECK VALVE / SADDLE OVER ) THE / AS JUNTItOVm 9Y FIE pTy
T KB OF YAM
BALL VALA
S
WIRE
CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL 1"
SERVICE CONNECTION
AP�PR-OV�ED — DWG. ND.
'UBU`C 11pR DIRECTOR DATE 7 -1
DES.
PATH.
JY JEG TP 4/2007
TYPICAL DOUBLE
SERVICE CONNECTION
PUBLIC ECldt TuTP
DWC Ho.
7 -2
DID
CONCRETE BLAB 2' z 2'—
CENTERED ON VALVE
/ 4 - /4'S EACH WAY TOP
6' PVC PIPE ASTM
D -30.74 (MITE) —�
PVC SEWER MAIN
DO NOT COVER
W/
BONCR T
CONCRETE
UNDISTURBED
NOTE.
2' @ 3' VALVES MAY BE BELL A SELL
AT THE CONTRACTORS OPTION
[- SKILLINGS
CONNOLL
5016 Lacey Boulevard SE, Lacey, Washington 98503
(360) 491 -3399 (800) 454 -7545 Fax (360) 491 -3857 CITY OF
6" PVC PIPE ASTM D -
3034 (WHITE)
2'8 -90' BEND
A' A. SCH 40 PVC PIPE FROM.
A VALVE W/SCILVENT WELD
JOINTS. PIPE TO BE
SAME SIZE SEWER MAIN
21'0 RIBBED PVC RISER
W/ BOLT ON FIBERGLASS
LID BY ORENCO OR EQUAL
CARBON FILTER -
EXISTING GROUND
RICH NO. 910 VALVE BON,
OR EQUAL WITH COVER
MARKING TO READ 'SEWER'
(TYP,)
44 O 7' O.C. EACH WAY TOP
DRIP 1/2' HOLE OR SLOT
FOR WARE
GATE VALVE SHALL BE SAME
SIZE AS MAIN (MJXMJ)
TONING WRE
- CONNECT TO MAINLINE
USE EXPANSION FITTINGS
AS REQUIRED
BRING MOLT NUT EXTENTIONS REQUIRED TO
TO WTHIN 24' OF THE
SURFACE
DEPT. OF PUBLIC WORKS
TYPICAL END OF
LINE CLEANOUT
AP CA— DWG. NrO..
PUBLIC WORKS DIRECTOR DATE 7- 20
_� VIN. CK . A
JY JEG TP 4/2007
1" AIR RELEASE VALVE OR
2" COMBNATION AIR RELEASE
VALVE k VACUUM VALVE
2" RIGA FINISH GRADE SHALL
NSULATION BE WIIHIN 1 "f 1/4'
OF TOP OF LP.
3
. 1 -VAX
14 GAUGE TONING WIRE I OIL
""• "r
i 1/2' PVC TRUE UNION BALL VALVE •P
Z 1" PVC TRUE UNION ALL VALVE
CIA
W I
VALVE NUT EXTENTIONS REQUIRED SLOPE UP ;
TO BRING NUT TO WIDW 1Y OF ---------------------
THE %REAM
POLYPRCPYLO
I' SCNEDIILE 40 PVC STRAINER
1" PVC ELL. SUTH
I" SCHEDULE 80 PVC OPT NIPPLE
SELF TAPPING PVC SADDLE
ROMAC MODEL 304 CR EQUAL INMUY OF 8"
PRESSURE SEWER MAIN OF PEA GRAVEL
RAO(FILL FOR
TONING IRE, BRING TO DRAIN
SURFACE IN VALVE BOX
DRILL 1/2' HUE OR SLOT
FOR MARE
GATE VALVE, MJ n NJ
2 - /4 BARS
Imo.
PLACE IN A NON- TRAFFIC AREA,
UNION JOINTS SHALL BE SDLVENT CITY OF YELM
WELDED. CITY TO FIELD LOCATE. DEPT. OF PUBLIC WORKS
MODEL D -021 COMBINATION
AIR VALVE "MUM SAAR T
szED AccoRDlNC To THE TYPICAL SEWER AUTOMATIC
CONCRETE SUPPORT BLOCK FOR MFG• RECOMMENDATION AIR RELEASE VALVE
CALVES z" AND LARGER! PER PIPE SIZE
APPROVE
`>..�� DWG. NOWT
PUBLIC WORKS DRECTOR DATE 7— 1 2
JY JEG TP 4/2007
CITY pF YELM R 1`D FOR CONSTRUCTION
DEPT, OF PUBLIC WORKS /
TYPICAL SEWER MAINE' _ DATE: % w Tz'i
LINE GATE VALVE level mentReVIeWEngineer
DWG. POOL
Pueuc woRKS DRECTDR
DA 7-21 APPROVAL y/ `
JY JEG TP A4/7007 EXPIRES: 7 J >✓
JOB NUMBER
HOFFMAN WATER AND SEWER 06519 -A
PLAT NOTES AND DETAILS 11111 3 S12
YELM WA! a
B Y: --------°-°---- --
III
PLACE IN A NON- TRAFFIC AREA,
UNION JOINTS SHALL BE SDLVENT CITY OF YELM
WELDED. CITY TO FIELD LOCATE. DEPT. OF PUBLIC WORKS
MODEL D -021 COMBINATION
AIR VALVE "MUM SAAR T
szED AccoRDlNC To THE TYPICAL SEWER AUTOMATIC
CONCRETE SUPPORT BLOCK FOR MFG• RECOMMENDATION AIR RELEASE VALVE
CALVES z" AND LARGER! PER PIPE SIZE
APPROVE
`>..�� DWG. NOWT
PUBLIC WORKS DRECTOR DATE 7— 1 2
JY JEG TP 4/2007
CITY pF YELM R 1`D FOR CONSTRUCTION
DEPT, OF PUBLIC WORKS /
TYPICAL SEWER MAINE' _ DATE: % w Tz'i
LINE GATE VALVE level mentReVIeWEngineer
DWG. POOL
Pueuc woRKS DRECTDR
DA 7-21 APPROVAL y/ `
JY JEG TP A4/7007 EXPIRES: 7 J >✓
JOB NUMBER
HOFFMAN WATER AND SEWER 06519 -A
PLAT NOTES AND DETAILS 11111 3 S12
YELM WA! a
B Y: --------°-°---- --
III
JOB NUMBER
HOFFMAN WATER AND SEWER 06519 -A
PLAT NOTES AND DETAILS 11111 3 S12
YELM WA! a
B Y: --------°-°---- --
III
SECTION 20 TOWNSHIP 17N RANGE 2E W.M.
SCALE IN FEET
0 20 40 B0
Luminaire
No.
Street Light Schedule
Station Offset (ft) Type Watts Distribution
Mounting
Height (ft)
Most Arm
Length (ft)
1
21 +03
22.70 RT
HPS
100.00
Type 111
25.00
8.00
2
13 +10
22.5 LT
HPS
100.00
Type 111
25.00
8.00
Nu II: LUMINAIKLD IU tll INtlKA MAU. ALL rAK 1J IU oe CKUUUUU kTLLM) UKLLN. CUNTACT INTO LIGHT FOR INSTALLATION
VERTICAL DATUM
NGVD29
11111PAIIIIIIIIIII CW
WASHINGTON COORDINATE SYSTEM
NAD63 /91, SOUTH ZONE BASED ON GPS
RTK TIES TO:
THURSTON COUNTY CONTROL POINTS:
253 N 597,545.98, E 1,113,138.22
359 N 603,437.62, E 1,106,790.26
836 N 596,849.56, E 1,110,464.08
641 N 592,654.49, E 1,113,005.47
DISTANCES ARE GRID US SURVEY FEET
COMBINED FACTOR 0.99992
I
I�
6'
STF
SEL
0.125 ALUMINUM 1 1/2"
SIGN BLANK r�-
1=-i 1.— 1
N 2"
GE RD 1,2•
i 1/2 "R
WHITE LETTERS ON GREEN BACKGROUND (NO BORDER)
LETTER SERIES AS NOTED ON PLANS.
SUPER ENGINEER GRADE (TYPE 11) REFLECTIVE SHEETING
MANUFACTURER'S
RECOMMENTDATIONS
1: m • 4
NOT TO SCALE
1 230 LN
M
2'X2" O.D. 14 GAUGE
PERFORATED SQUARE
TUBE SIGN POST -�
CONCRETE BASE, SIGN POST
AND SIGN PLACEMENT
SIGNS TO BE ATTACHED TO POST
WATH A MINIMUM OF TWO FASTENERS
CONCRETE BAST
W/2.25 "X 2.25"
O.D.36" LONG,
GAUGE
GALVANIZED STI
SLEEVE
8" DIA.
NOT TO SCALE
/1
32" 1
T
X.
L 1� APPROVED FOR CONSTRUCTION
SERIES B LETTERS � u
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION B DATE: 4 -7 -o8
AND 36" THE CONTRACTOR RSHALL VERIFY ALL EXISTING
UTILITY LOCATIONS PRIOR TO nt 'ew Engineer
24' X 24"
O TYPE IV SHEETING CONSTRUCTION BY CALLING THE UNDERGROUND
-5 REGROUND LOCATE LINE AT /
O1DI PRAIRIE WIND ST A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIOW. AP OI
3 THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING �j
SERIES B LETTERS ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED.
EXPIRES: 4 �'
DATE I REVISIONS
1 ENTERED BY: M. WARE I 06/07 1 1 9/2007 (REVISED PER CITY COMMENTS
CHFCKFn By_ ✓ai. 2 T 1/2008 REVISED PER CITY COMMENTS 11 -09 -07
Rabe Or May sae m 3/14/06 &04 AM I I I
[� SKI«INCjS
conno «r
5016 Lacey Boulevard SE, Lacey, Washington 98503
(360) 491-3399 (800) 454 -7545 Fax (360) 491 -3857
HOFFMAN
PLAT
.roe w-Mm
SIGNING 06519 —A
PLAN AND DETAILS 7sHiw3
I
i
I
1
SCALE IN FEET II
0 10 20 40 �+
i
i
I
I I
I
MATCH EXITING I
DEVVALK RAMP -f
jr
I X . 1J
PRAIRIE WIND
SUBDIVISION '
INSTALL v 1
12' CONCRETE DRIVEWAY
MATCH EXISTING GRAVEL
I DRIVFWAY-CDCATIONS" \ ! ,
REMOVE
PROPOSED CONSTRUCT
i / �St1NG GR \
EXISTING ET ! EXISTING R/W IGHT OF WAY �SIEW SIDEWALK FENCE Q RAMP (12: ASPHALT
L()
F 1- MOVF,.'EXISTING SIGN 1
CUIJLENp ROAD
SUBDIVISION
STA 36 +38.22: 96-- .17'LF
:
:.
l
I
vItw
BEGIN. FRONTAGE IMPROVEMENTS:
: i
yaY" STA 30 36.22,
16.1TLF
:. MATCH EXISTING CURB
MCI XISTING
CURB
a
n
FL:ELEV -. *343.79
Sw— .— "S' 'x$70 -- 4 OW
TWISTING � i S. T.E.P
&W-
STEP 5
?
CAN
- CONTRACTOR TO VERIFY :FL
345
CONTRACTOR TO VDRIFY ELEVATION
.. .'PRIOR ?0' CONSTRUCTION ...... ... ....
PROPOSED FLOW
.... ... .. LTNE GRAl7E ... ......................
EXISTING. GRADE
:.. :. :. Z
>
-..
CN
-------- 0--------W------
- - - - --
top
j.44
777M-E7
7--
+ �$
EXISNIING 10 "9 WATER lAAIN
-
p- w�-- W- _ -'A --
pROAD SE
343
.CULLENS
CUIJLENp ROAD
SUBDIVISION
GENERAL NOTES:
DRESTORE ASPHALT PER
TRENCH RESTORATION
DETAIL SHEET 8
QEX CHANNELIZATION SHALL
BE REPLACED IN KIND.
SKIP STRIPING SHALL BE
USED TO ENSURE THAT 11'
DRIVE LANES ARE PROVIDED
IN BOTH DIRECTIONS
0
VERTICAL DATUM
NGVD29
OF IIIIIIIAN1111111M
WASHINGTON COORDINATE SYSTEM
NAD83 /91, SOUTH ZONE BASED ON GPS
RTK TIES TO:
THURSTON COUNTY CONTROL POINTS:
253 N 597,545.98, E 1,113.138.22
359 N 603,437.62, E 1,106,790.26
836 N 596,849.56, E 1,110,464.08
841 N 592,654.49, E 1,113,005.47
DISTANCES ARE GRID US SURVEY FEET
COMBINED FACTOR 0.99992
STA 36 +38.22: 96-- .17'LF
:
:.
-
O1.1pi
.. STA 33 +36
-
vItw
BEGIN. FRONTAGE IMPROVEMENTS:
: i
:..
: ?
:. MATCH EXISTING CURB
MATCH: EXISTING CURB
- ::
a
n
FL:ELEV -. *343.79
- ELEV 343.58
?
- CONTRACTOR TO VERIFY :FL
345
CONTRACTOR TO VDRIFY ELEVATION
.. .'PRIOR ?0' CONSTRUCTION ...... ... ....
PROPOSED FLOW
.... ... .. LTNE GRAl7E ... ......................
EXISTING. GRADE
:.. :. :. Z
>
-..
..:... CONSIlICTION:I .:.:. ......:..
345
343
................. . ..... ....
............. .................................. ...............................
_....... _................ _ ......................
.......... ............. ..........
343
341
---------------------------
.. ..... .... .. .. ....... EXIS11NG "1010
-WATERMAN .... .... .~: .............
....
.. ... _. .. .. ... .. .341
339
_ ... £. .....
. STEP MA .... --- ..... .� ...
.... 4 .T:P. MAN:
.....
.
............ ............ ...........................
339
337
ar.'
337
30 +00 31+00 ,i94-nn vu-nn
GENERAL NOTES:
DRESTORE ASPHALT PER
TRENCH RESTORATION
DETAIL SHEET 8
QEX CHANNELIZATION SHALL
BE REPLACED IN KIND.
SKIP STRIPING SHALL BE
USED TO ENSURE THAT 11'
DRIVE LANES ARE PROVIDED
IN BOTH DIRECTIONS
0
VERTICAL DATUM
NGVD29
OF IIIIIIIAN1111111M
WASHINGTON COORDINATE SYSTEM
NAD83 /91, SOUTH ZONE BASED ON GPS
RTK TIES TO:
THURSTON COUNTY CONTROL POINTS:
253 N 597,545.98, E 1,113.138.22
359 N 603,437.62, E 1,106,790.26
836 N 596,849.56, E 1,110,464.08
841 N 592,654.49, E 1,113,005.47
DISTANCES ARE GRID US SURVEY FEET
COMBINED FACTOR 0.99992
CULLENS ROAD
HORIZONTAL SCALE: 1 " =20 FEET
VERTICAL SCALE 1" =2.00 FEET
RECONSTRUCT ROADWAY PER DETAIL THIIS
SHEET
®GRIND 2" AND OVERLAY EXISTING ROADWAY
BETWEEN STATIONS 31 +45 AND 33 +36
N.
n
ROW
�l 0.5'I 5'
'0.25' ASPHALT CONCRETE
•0.17' CRUSHED SURFACING TOP COURSE
*PREPARED SUBGRADE
ASPHALT RAMP
DETAIL SECTION
NOT TO SCALE
*NOTE: ALL THICKNESSES ARE MINIMUM COMPACTED
DEPTHS O 95X MAX. DENSITY
ROW 1` -) CONSTRUCT I — •0.17' CRUSHED SURFACING TOP COURSE
\ \\ ROAD SECTION *0.67' GRAVEL BASE
PER DETAIL CULLENS ROAD
AWCUT EX. PAVEMENT TYPICAL SECTION
MATCH EX. j GRADE NOT TO SCALE
I-2X 'NOTE: ALL THICKNESSES ARE MINIMUM COMPACTED
SIDEWALK PLANTING I APPROVED FOR CONSTRUCTION
2' CURB+I 0.5' I 411 RE MA 1r
�.— 10 r5' —7' 1� ' "I""� B a, DATE: 4-7 -tea
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION i EX RIGHT OF WAY X10 nt Rgyj�yyE irom
AND PROTECTION OF ALL EXISTING UTILITIES. ROW 20 p -TI-
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO DEDICATION
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT
1 -800- 424 -5555 C�.--
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. / /�/ /�•2
THE CONTRACTOR MLL ALSO E LLE
RESPONSIBLE FOR MAINTAINING NEIGHBORHOOD COCT@ – CULLENS ROAD* APPROVAL
ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. LE EXPIRES:
_7
REVISIONS CONYPACT 40. CO mo Nuwem
�G•
REVISED PER CITY COMMENTS SK' LL, NOS H O F F M A N FRONTAGE PLAN 06519 -A
REVISED PER CITY COMMENTS 11 -09 -07
aw CON HOLLY ROADWAY s7FET
5016L9 �levard SE, La 5 F a 80�tonW=� PLAT PROFILE AND DETAILS 5
Rau Maa 1115M 1,154 FY YELM WA sails
DATE
B. JOHNSON
06/0
M. WARE
06/0
vItw
R. CONNOLLY
O6 Oi
14/08 &04 N4
CULLENS ROAD
HORIZONTAL SCALE: 1 " =20 FEET
VERTICAL SCALE 1" =2.00 FEET
RECONSTRUCT ROADWAY PER DETAIL THIIS
SHEET
®GRIND 2" AND OVERLAY EXISTING ROADWAY
BETWEEN STATIONS 31 +45 AND 33 +36
N.
n
ROW
�l 0.5'I 5'
'0.25' ASPHALT CONCRETE
•0.17' CRUSHED SURFACING TOP COURSE
*PREPARED SUBGRADE
ASPHALT RAMP
DETAIL SECTION
NOT TO SCALE
*NOTE: ALL THICKNESSES ARE MINIMUM COMPACTED
DEPTHS O 95X MAX. DENSITY
ROW 1` -) CONSTRUCT I — •0.17' CRUSHED SURFACING TOP COURSE
\ \\ ROAD SECTION *0.67' GRAVEL BASE
PER DETAIL CULLENS ROAD
AWCUT EX. PAVEMENT TYPICAL SECTION
MATCH EX. j GRADE NOT TO SCALE
I-2X 'NOTE: ALL THICKNESSES ARE MINIMUM COMPACTED
SIDEWALK PLANTING I APPROVED FOR CONSTRUCTION
2' CURB+I 0.5' I 411 RE MA 1r
�.— 10 r5' —7' 1� ' "I""� B a, DATE: 4-7 -tea
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION i EX RIGHT OF WAY X10 nt Rgyj�yyE irom
AND PROTECTION OF ALL EXISTING UTILITIES. ROW 20 p -TI-
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO DEDICATION
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT
1 -800- 424 -5555 C�.--
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. / /�/ /�•2
THE CONTRACTOR MLL ALSO E LLE
RESPONSIBLE FOR MAINTAINING NEIGHBORHOOD COCT@ – CULLENS ROAD* APPROVAL
ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. LE EXPIRES:
_7
REVISIONS CONYPACT 40. CO mo Nuwem
�G•
REVISED PER CITY COMMENTS SK' LL, NOS H O F F M A N FRONTAGE PLAN 06519 -A
REVISED PER CITY COMMENTS 11 -09 -07
aw CON HOLLY ROADWAY s7FET
5016L9 �levard SE, La 5 F a 80�tonW=� PLAT PROFILE AND DETAILS 5
Rau Maa 1115M 1,154 FY YELM WA sails
SCALE IN FEET
0 10 20 40
M.
1 , PRAIRIE WIND
SUBDIVISION
i I i i
l l ,
F \\
EXISTING EQP <'
i
347.
OKA
%I NW6$ 4T0 S.T.E.P t"...
--------- 0-- --- ----- --- - - -w - -- ' - - Wa EXSNG 70 "8 WATER iA1N
-- - -� - --
yy p w W --
•
Cnl Ln
MEN WME
j �— — - --
—a>FP S]EP STEP STEP STEP— U
– - _ N 01'31'20" 91E o.00 -
_� �___�_ - -_ - -___ __- x_14.4 - - -4 +
°o C ILLENS 4ROAD SE Yo Z7 ' o
rani
aSTA 31 +43.63, 9.00' LT
CONNECT TO EXISTING 4 "0 STEP MAIN.
REMOVE EXISTING CLEANOUT, GATE
VALVE TO REMAIN. (CONTRACTOR TO
VERIFY SIZE AND LOCATION OF
EXISTING MAIN).
INSTALL
187 LF 4" PVC SDR 21, CLASS 200
SEWER PIPE.
aSTA 33 +30
INSTALL
1 -END OF LINE CLEANOUT PER
DETAIL SHEET 12
1 -4" GATE VALVE
DATE I REVISIONS
Potted By May Were an 3/14/08 &04 w I I I
PER CITY
31
OSTA 31 +47.02, 10' RT
CONNECT TO EXISTING 10 00 WATER
MAIN. REMOVE 2' BLOW OFF AND
GATE VALVE
INSTALL
1 -10" GATE VALVE (MJXMJ)
(CONTRACTOR TO VERIFY SIZE AND
LOCATION OF EXISTING MAIN;),
O INSTALL
183 LF 10" PVC C900 WATERMAIN.
OSTA 33 +25, 19' RT
INSTALL
1- HYDRANT ASSEMBLY PER DETAIL
SHEET 11
OSTA 33 +30
INSTALL
1 -18' CAP
1- THRUST BLOCK
CULLENS ROAD
HORIZONTAL SCALE: 1' -20 FEET
VERTICAL SCALE., 1" -2.00 FEET
[' SKI«InUS
conno«r
5016 Laosy Boulevard SE, Laoey, WasNngbm 98503
(360) 491 -3399 (800) 454 -7545 Fax(360)491 -3857
0
VERTICAL DATUM
NGVD29
DAM OF 11MAIr11M
WASHINGTON COORDINATE SYSTEM
NAD83/91, SOUTH ZONE BASED ON GPS
RTK TIES TO:
THURSTON COUNTY CONTROL POINTS:
253 N 597,545.98, E 1,113,138.22
359 N 603,437.62. E 1,106,790.26
836 N 596,849.56, E 1,110,464.08
841 N 592,654.49, E 1,113,005.47
DISTANCES ARE GRID US SURVEY FEET
COMBINED FACTOR 0.99992
¢UULEN ROAD
SUBD,VISION
i
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF ALL EXISTING UTILITIES.
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT
1- 800 - 424 -5555
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING
ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED.
HOFFMAN
PLAT
APPROVED FOR CONSTRUCTION
aft A. DATE: 4 -7 -ot
D lopment ROO Engineer
APPROVAL l��i�
EXPIRES: 4 -a 9 y l
FRONTAGE PLAN
WATER & SEWER
PROFILE AND DETAILS
06519 —A
15
OF
15
r
�
\1
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF ALL EXISTING UTILITIES.
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT
1- 800 - 424 -5555
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING
ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED.
HOFFMAN
PLAT
APPROVED FOR CONSTRUCTION
aft A. DATE: 4 -7 -ot
D lopment ROO Engineer
APPROVAL l��i�
EXPIRES: 4 -a 9 y l
FRONTAGE PLAN
WATER & SEWER
PROFILE AND DETAILS
06519 —A
15
OF
15
TRACT C 6' WEIGWT PERIMETER PENCE
3- 'DOIU4AI.LMAPLE�
I
-' -( H7DROSEED LALLN
Ail l'P
16' NEOWT PERIMETER PENCE
I3 - =EEN ELIZACETN' MAPLE
L-� �- -� J
HYDROSEED LA9N AII�-TYP
I
HITMATE TREE LOSS AT I:I 1 E
EXISTING TREES THAT CAO T DE
PRESERVED. THE APPLICANT SHALL
PROVIDE IS ADDITIONAL THE,OS
RGREEhL W DEGID� FOR
MITIGATION TREES THAT CANNOT NE
PRESERVED. Tool WALL OE
�P1LLAANTED ALONG T14E LLE6T PROPERTY ,T
f.
I
I1- 'DOIWALLMA�PLE E
- - - ---j
2- 'KRAUTER VESUVIUEb' Pl_ 3- WESTEIB4 RED CEDAR I cmauous outs Am a
5 -GRAND FIR 126 -GRASS MIX a 2' C.C. I xR[A Fa 6PADxC K.rlts vAao 'x ox 4NW11
Ap,ussEnr ANO szr eAa rRw TxE
n.AxrW em ma zn x
// \\ .AAAYOM- .AHIta.. a �ma a Kuhr m
NO WE A
e
`tai
�� 11
IAII/MT
LL SWL Mx
AVER TMIFT
PLANT SPACING DETAIL GRa1lNpCOVER PLANTING DETAIL
to
3- 'BOW4ALLMAPLE /y,_J YBT1 O) �rYU�Ot KKEFP
3- 'DOLLFjALLMAPLE 3
2- AUTUMN PURPLE ASH Q RRSSUAE TMEATm 4xe
2- .Al1TU1'1N PUIN'.PLE ASN ' I j Iz w�il� U nip Mm) 3x11 PNiESSVRE 11FAtm
STAKES SMO EWAY
TYO M' IEIWTx 01`115 411506 ltE NOIE rOR TE
HYDROSEED LAUN AREA -TYP AEpN1 RwISAAL Ares vARAUn To
W • TIE ROAD (2 Roca)
W 01:01 RE Pact COHIROL 9Y51EY
aMrC11f0 Ox 1RfE. 12 ads. wRC TEE IRE
�, • e M (TLO REM.) "anTiON A
e , R
• • W
3- '50SAIALL'MAPLE
3.k5CI,A4ALL1MAPLE N 2. OtPTN OF BARK Iwka Of
2- AU11,11fN,PURIaLE AS14 Q e• 'AU. celaE MmT an
WAsu SHALL A W THE Ifil KEEP IMILW e• malt
I 'DOW4ALLMAPLE I -• -1 - 2 -AUT �RPLE .
2. wAU HA A
I MMYYw d' 2x7 PRESpAC: TREATED
FRa_Or-r1ANCN aTAIES �ACm FENLY
aEMAN X. kEmmo rRd W'IgDE ME IIDOINAIL.
PARALIEL m 111E ROAD,
porin BNB TO ME • (2 MOD)
1 I I I I D Taff SHALL SPACED 35' 12 FA NsIF TREE R WTI
I O.C. STAR IV FRaI TIE RUVtd•6ER PROIECTax AT TE
pecoRl UNE. lAE[. (rA51FY LDOpfLY)
2 -'OMEN ELIZADETWI MAPI -11 I I ra+ M MEN TIEe Is NOT "Two a' OF CuRe AND/OR SIOEYALK
- I I I I I I I I Mn a01ExRE ROOT CONTRAIL n fail SHALL BE 12'
2. ARRE R M NE SHA at APP * ABO THE
ZwoodsoUm W�R[I ABM�LNM mWND GLOM
PERIMETER FENCE REET
6' WE fT TREE- PLAN VIEW
' NTf
^ _ KiF4T
LANDSCAPE SPECIFICATIONS
'
1. Refer to details for additional infamdlan.
11.
All trop In lawn orsoe Moll be panted M 0 3' diameter cirri, of bed mulch.
2. Chemically kW and wmaw hem Me all existing weeds and vgetollan not Moss to remain an plans.
12.
Backwl mu fa m plants final be a bland of 1/3 existing sit, wail. 1/3 coarse =no. antl 1/3 well
amendment ap.ifd in No. N.
3. Distribute 6" depth Imported topma ml, (approved by the Landscape Architect) In on landscape aeon and at
dpths Indicated far crowning and terming of landscape areas. and backfill of retching walls (if roquYed).
13.
Apply 0smacote 16 -5 -12. 9 month slow release Mclizer over, the surface of dl plant His at the following
Topsoll mix Mao be aampmed of zit sandy loam and aom yer no. 8 (see bNow). Dotted IMes indict \a 1'
=tr that
rat "'
II hWl<aled on pia ^s or not, as
cwnlax hterveb. AN Ian areas Mall r.oelw tpeW mi;
p
finish grade of ON Mmb bade Mall but 2- below lops of adjacent curbs and pavement, and lawn aem shall
Tress Ow 10' Sleigh\: 2 Cups hers Vrldbr 1Q' Height; 1 Cup
KI Shrubs Except 1 GoNane: 1/2 Cup 1 Callan 41"tu, 1/4 Cup
be 1/2" below tops of adjacent curt. and pavement Structural 01 aaoe: Any larl areas mwrrhg wNhIn
structural not zon Mall haw each rructaal NN materials excmated to o depth of 12 below finHh grades In
Ground Covers' 1/4 Cup
shrub areas and B' below grode in lawn ado., and replaced with specified topsail mix. O'upoes of escawted
14.
Frtilizer tablets fa all plants Moll be Nam (20 -10-5 21 pan' ow 10 gram distributed as fdlowe:
material oW tins.
AN tree, 4-21 gran tablets, m shrubs excel 1 gallon,) 1-
dl 1 gallons: Ito gram
3 -21 gran Set OR 1 9
L. FM grade all landscape betl• prior to panting operolbn,
ladN, all 2 -1 /4' and 4' pot grand town: 1 -10 gnamh \aglN speh, Set tablela directly next to roolball.
tabl
5. No plant wbsti ulbna shall OR w.Kted without prior spiel of la^docapt Arehileet /Owns,
15.
Mitigate tree Ime al 1:1 Ir misting from that carol be Wtoon ed. Plant a mix of ewrgraim and
d.ciduous tree (use Wrlalwd pplged h plant list) along exist property line. If replacement from we
S. KI panda MM conform to the latest eallbn of the American Standard la Nursery Stock.
needed they Mall be planted between the property the and Dydding setback.
7. All pant materials and pant laentfanv MWI be approwW by in* Landscape Architect prior to Installation. All
16.
All shrub and ground cow, beds Moll reoei. a 2' depth (6 c.y, per 1000 s.f.) of "Fine Grind hem /fir bare
pants Mall be thoroughly watered Immsdwtely atef plonNng with Alaska Fish Fertlizr Solon.
mulch as lop dressing.
& Sag amendment war topsail mix and panting backel Mall be a weaned 5/6' minus nitrified wood modud
17.
Apply o granular pre- emrgent herbicide to all shrub anq groundco,ar beds at the conduslan of the
compost equal to:
maintenance priori. Do not use Covenant or N.. Br,nds.
A " 1 MW bra" compost as awlable from South Sound Soft Torino WA (360) 273 -8862
Crapes us ompm 18. AA wok Mull m performed to the watlsfacOM o1 the
B. "Gana" brand <ampmt m awlable from Sawdust Supply Co.. Seattle, WA (208) 822 -4321, D Lgndaaepe Architect /0"r. '
r Goat Wes1em Supply. Olympia, WA. (360) 754 -3722. 19. All pmts Mall be guaranteed fa and lull year from dots of
C. Northwest Oriente, Compost m awnal from Northwest Organics, Rebnond, WA (425) 558 -4100. ro- guarantied. All uaraneed fo vine m made win, 21 do projwal acaptal All raplamd pant. Mal De
Contrwata slid not be re o rolDle far ants d am to p of reglect written lam. a tern the Owner.
9. Soil Prpratim - (a� landscape asps). Spread 12 c.y. of specified topsail mix per 1000 s.f. (approx. 6' p DI ybrg Wnr neglect or wntlallem. aka the maintanance
depth) of arse. Sped 150 ",/1000 s.l. of 5-3-0 Ikme (In town orcas only), 150 Ins. /1000 of.H of
perlad. '
of the ldo to . and pt lbs. /lo. •f. of h, com commas r fertilizer over sal amesdm.ul. Nana rake all 20. man to quantities are Mown fa rsWama only. per the of s ape plan aA>ls for wrifyhg all quantities in lied 1.
of the .bow to a 8' depth and Vads ernopth, eanpmthq as requfred all ramoshq all raw, does and with actual ON a oaouts, ant InvIWMq plantings par Ns l01 the a pan. GarntlCa.I and/or man shrub
dvMM. quantities MOA Ds edjuHed as required fa /hid eandwlahe of ens peelibd epaeInq. Q
Lawn arm (mss or sod roll to pans) Mall co elst of the following turf type, 21. Rhal mpecl"n Mall occur of the condueton o/ 0 60 -d,y maintenance paned. Maintenance period shall W
cOmm -ax -Pan canlpwtion of all landscape klatdlatlm WRORss and Moll ",ludo tins Miming: LW�
6011 Turf-Type Prsenlal Rye Gass Varieties
2011 sluegr w A. Mm lawns an" per seek
2111 Hard imam B. Remo. all d or over 1' in height
C Replace owed or function of Dlanti
10. Seed ana sod Mao be equal to that m grown by Cwnty Goan Turf Farm,, Olynpld, WA. Sesd Mall be D. Ensure papa fune\bn of Irrigation spleen.
applied at 7 lb./ROOD •d. and Include 10 be /1000 ,f. of United Horticulture IS -5-10 fertilizer eI all lawn E. Ensure adequate molstae is delivered to oil landscape tlwav including non- Irdgated cram. Z
,tea F, Forbore all lawns at conclusion of maintenance period.
PLANT MATERIAL LIST �t
QTY. I BOTANICAL NAME COMMON NAME SIZE 4 SPACIW,
0 I
.,I I
1j,
V
6' WEIGHT PERIMETER FENCE
r
D- 'L.IPICIQWV4J'
Im[OSE GLOW' 7-- (7 LOCO.)
j I I 3I'CLUE STAR' UWIPER
I I I
�LIMEHOWD 9PIREA
6' 14E 6WT PERIMETER PENCE
aAax eve
PQL wRlr BAIX
film tra NA1F a
ROm BALL MFR
v1Aaw 9lRlM a
vLwtrc NOIE
S. GRN s
S. f11lRr as
1RUIWL
BAQAL Yl Yx
fFIRIJS PLANTNG DETAL Nfr
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