20070404 Redline 2 08022009GENERAL CONSTRUCTION NOTES:
1. ALL WORK, WORKMANSHIP AND MATERIALS FOR THIS PROJECT SHALL MEET OR EXCEED
THE PROJECT SPECIFICATIONS, CITY OF YELM STANDARDS AND MAY INCLUDE
REFERENCES TO THE 2006 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND
MUNICIPAL CONSTRUCTION. IF THERE IS A CONFLICT BETWEEN THE SPECIFICATION
TYPES, THE MOST RESTRICTIVE REFERENCE SHALL BE ADHERED TO.
2. ALL GOVERNMENTAL SAFETY REGULATIONS SHALL BE STRICTLY ADHERED TO INCLUDING
OSHA AND WISHA AND WASHINGTON DEPARTMENT BE LABOR AND INDUSTRY.
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DULY NOTIFY THE CITY IN
1 ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK OR TO SCHEDULE
REQUIRED INSPECTIONS. ANY REQUIRED INSPECTION TEST WILL BE PERFORMED AT THE
CONTRACTOR'S EXPENSE
4. THE CONTRACTOR MAY BE REQUIRED BY THE CITY OF YELM TO PROVIDE SECURITIES
BY THE CITY ENGINEER PRIOR TO COMMENCING WORK. THE CITY ENGINEER SHALL
RELEASE SECURITIES UPON SATISFACTORY COMPLETION OF THE REQUIRED WORK OR
ANY PREVIOUSLY SPECIFIED STIPULATIONS RELATED TO THE REQUIRED WORK.
5. THE CONTRACTOR SHALL PROVIDE A TWO -YEAR WARRANTY ON ALL WORKMANSHIP
AND MATERIAL FOLLOWING ACCEPTANCE OF THE PROJECT BY THE OWNER.
6. THE APPROVAL OF THESE PLANS BY THE CITY OF YELM DOES NOT RELIEVE THE
CONTRACTOR OR DEVELOPER OF THE RESPONSIBILITY TO COMPLY WITH THE
REQUIREMENTS OF OTHER GOVERNING AGENCIES
7. CAUTION - NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING
UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE PROJECT SURVEY AND
OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING
EXACT OR COMPLETE. CONTRACTOR TO CALL 1- 800 - 424 - 5555 48 HOURS PRIOR TO
PLANNED EXCAVATIONS
8. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE
EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE
BASED UPON COMPILED SURVEY DATA. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED WORK IMPROVEMENTS.
IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR
OWNERS REPRESENTATIVE.
9. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL
VERIFY EXACT LOCATION, DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL
AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT BE THE PROPOSED POINT
OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO
ENGINEER PRIOR TO CONSTRUCTION.
10. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY
LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS.
11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE
APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE
CONSTRUCTION SITE AT ALL TIMES.
12. A PRE CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM
CONSTRUCTION INSPECTION DEPARTMENT PRIOR TO THE START OF CONSTRUCTION
3 (360) 458 -3635.
11 CONTRACTOR TO PROVIDE SLOPE PROTECTION FOR SLOPES OF 5:1 OR GREATER
ACCORDING TO AGC STANDARD GUIDELINES AND BEST MANAGEMENT PRACTICES
(6MP'S).
14. CONTRACTOR TO MAINTAIN EROSION CONTROL FACILITIES IN ACCORDANCE WITH
DRAINAGE DESIGN MANUAL FOR THE CITY OF YELM, THURSTON COUNTY EROSION
CONTROL MANUAL, DEPARTMENT OF ECOLOGY STORM WATER MANUAL AND AGC WATER
QUALITY MANUAL AND PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP).
15. THE CONTRACTOR SHALL SAFELY MAINTAIN TRAFFIC AND CONTINUOUS ACCESS TO
PRIVATE AND /OR PUBLIC PROPERTY.
16. CONSTRUCTION SIGNING AND TRAFFIC CONTROL SHALL BE PER THE CURRENT COPY OF
THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
17. THE ROADS DESIGNATED AS CONTRACTOR ROUTES WILL BE USED BY CONTRACTORS
AND THE GENERAL PUBLIC (ALONG PUBLIC ROADS). THE CONTRACTOR SHALL NOT
Y INTERFERE WITH OTHER VEHICLE TRAFFIC AND STALL YIELD TO EMERGENCY VEHICLES
ALONG ANY OF THE PUBLIC ROADS. THE CONTRACTOR SHALL PROVIDE ALL FLAGGING,
SIGNING, LIGHTING, ETC REQUIRED BY THE CITY OF YELM, THURSTON COUNTY, OR THE
STATE THE CONTRACTOR SHALL OBEY ALL VEHICULAR AUGHT AND SPEED LIMITS.
PERIODIC SWEEPING OF CAPITAL MALL DR. AND ALL OTHER ROUTES SHALL BE DONE
bAS NEEDED SO ROUTES ARE KEPT FREE OF DEBRIS AT ALL TIMES.
0 18. ANY DAMAGE ALONG THE CONTRACTOR ACCESS/HAUL ROUTES DUE TO THE
s CONTRACTORS USE SHALL BE REPAIRED IMMEDIATELY. AT THE COMPLETION OF THE
PROJECT, ALL PAVEMENTS AND SURFACES ALONG THE ACCESS ROUTES SHALL BE
RESTORED TO THE ORIGINAL CONDITIONS. THE CONTRACTOR SHALL REPAIR ANY
s DAMAGE TO THE HAUL ROADS WE TO HIS /HER OPERATIONS. THE CONTRACTOR SHALL
COORDINATE AND MEET THE CLEANING AND REPAIR REQUIREMENTS SET BY OTHER
PUBLIC AGENCIES FOR USE OF THEIR ROADS FOR CONSTRUCTION RELATED WORK.
� 19. ALL VEHICLES AND EQUIPMENT SHALL BE KEPT WITHIN THE WORK AREAS ESTABLISHED
ri FOR THAT WORK SHIFT UNLESS TRAVELING TO OR FROM THE SITE. UNDER NO
CIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE STORED OUTSIDE OF
THESE AREAS.
? 20. OTHER CONSTRUCTION PROJECTS MAY OCCUR NEAR THE PROJECT SITE AND MAY BE
IN PROGRESS CONCURRENT WITH THE PROJECT. THE CONTRACTOR SHALL COOPERATE
I AS NECESSARY AND NOT INTERFERE OR HINDER THE PROGRESS OR COMPLETION OF
F5 WORK BEING PERFORMED BY OTHER CONTRACTORS
21. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS,
a LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THESE
DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF YELM AND THE PROJECT
iK
$ OWNER.
22. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR
ORIGINAL "PRE CONSTRUCTION' STATE OR BETTER.
R 23. DRIVEWAY ACCESS AND UTILITY SERVICE TO EXISTING HOMES OR BUSINESS SHALL BE
MAINTAINED AT ALL TIMES.
E
CALL BEFORE YOU DIG
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 (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
P EXCAVATION. w
C
SEC 29,T17N,R2E7 WM
CREEK STREET MIXED USE - COMMERCIAL
CITY OF YELM GENERAL NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN
ACCORDANCE WITH CITY OF YELM STANDARDS, AND
THE MOST CURRENT COPY OF THE STATE OF
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD,
BRIDGE, AND MUNICIPAL CONSTRUCTION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
TRAFFIC CONTROL IN ACCORDANCE WITH MUTCU.
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 OARADE$ 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. WERE NEW ASPHALT JOINS EXISTING, THE EXISTING
ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE
AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN
ACCORDANCE WITH THE STANDARD SPECIFICATIONS.
THE NEW ASPHALT SHALL BE FEATHERED BACK OVER
EXISTING TO PROVIDE A SEAL AT THE SAW CUT
LOCATION AND THE JOINT SEALED WITH GRADE
AR -40DOW 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 TPIING FIRM AND FORMS SHALL BE
INSPECTED fOR LINE AND GRADE BY AN ENGINEER
BEFORE PLJ':'R'NG CONCRETE.
7. CERT!FICP:iiJN AS TO CONFORMANCE SHALL BE
PROMP`0 TO THE CITY PRIOR TO ACCEPTANCE OF
WORK.
B. THE CNTRACT.i+ /DEVELOPER SHALL FURNISH AND
INSTALL ALL M% MANENT SIGNING.
CONSTRUCTION PLANS
YELM, WA
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CONCLUSIONS OF LAW:
A. THE SITE PLAN REVIEW COMMITTEE HAS JURISDICTION TO CONSIDER AND DECIDE THE ISSUES
PRESENTED BY THIS REQUEST.
B. THE APPLICANT HAS ESTABLISHED THAT THE REQUEST FOR SITE PLAN REVIEW APPROVAL
SATISFIES ALL CRITERIA SET FORTH IN SECTION 17.84.020(C) YMC, MEETS ALL REQUIREMENTS
OF THE (1) INDUSTRIAL ZONING CLASSIFICATION, AND MEETS ALL OTHER REQUIREMENTS OF
THE YELM MUNICIPAL CODE. THEREFORE, THE SITE PLAN SHOULD BE APPROVED SUBJECT TO
THE FOLLOWING CONDITIONS:
1. THE CONDITIONS OF THE MITIGATED DETERMINATION OF NON - SIGNIFICANCE ARE HEREBY
REFERENCED AND ARE CONSIDERED CONDITIONS OF THIS APPROVAL
2. NO STRUCTURES SHALL BE CONSTRUCTED WITHIN THE 100 YEAR FLOODPLAIN AS SHOWN ON
THE FEMA FLOOD INSURANCE RATE MAPS AS PUBLISHED.
3. THE APPLICANT SHALL MITIGATE TRANSPORTATION IMPACTS BASED ON THE NEW P.M. PEAK
HOUR TRIPS GENERATED BY THE PROJECT. THE TRANSPORTATION FACILITY CHARGE (TFC) IS
11,276 PER NEW PM PEAK TRIP, GENERATED BY THE PROJECT. ACTUAL COSTS STALL BE
DETERMINED AT WILDING PERMIT ISSUANCE
4. STREET FRONTAGE IMPROVEMENTS STALL BE REWIRED ON CREEK ROAD NE AND SHALL BE
CONSISTENT WITH THE CITY OF YELMS DEVELOPMENT GUIDELINES
5. THE SHORELINE JURISDICTION AREA STALL BE DEDICATED AS QUALIFIED OPEN SPACE,
INCLUDING AN EASEMENT BENEFITING THE CITY OF YELM FOR CREEK RESTORATION.
6. CIVIL PLANS SHALL INCLUDE A CALCULATION OF THE SHORELINE JURISDICTIONAL AREA AND
THE NUMBER OF UNITS WHICH WILL FALL WITHIN THIS AREA TO ENSURE DENSITIES IN THIS
ENVIRONMENT DC NOT EXCEED TWO DWELLINGS PER ACRE.
7. A MINIMUM OF 10 PERCENT OF TIHE GROSS AREA OF A MULTI- FAMILY DEVELOPMENT SHALL
BE DEDICATED AS USABLE OPEN SPARE.
& THE APPLICANT WILL BE REWIRED TO DEDICATE A 20 FOOT EASEMENT TO THE CITY OF YELM
TO ACCESS THE SHDREUNE AREA FOR ANY CITY OR STATE SPONSORED PROJECTS THAT
MIGHT RESULT IN CREEK AND FLOOD PROTECTION ENHANCEMENT.
9. THE PROPOSED STE SHALL CONNECT TO THE CITYS WATER SYSTEM. THE CONNECTION FEE
AND METER FEE WILL BE ESTABLOSHED AT THE TIME OF BUILDING PERMIT ISSUANCE. ALL
CONDITIONS FOR CROSS CONNECTION CONTROL AS REQUIRED IN SECTION 246 - 290 -490 WAC
SHALL BE MET PRIOR TO ISSUANCE OF CERTIFICATES OF OCCUPANCY. AN ENGINEERS
ESTIMATE FOR WATER USAGE WILL BE REQUIRED AS PART OF THE CIVIL PLAN SUBMISSION.
10 THE PROPOSED SITE SHALL CONNECT TO THE CITYS STEP SEWER SERVICE THE CONNECTION
FEE WILL BE BASED ON WATER UISAGE CALCULATIONS AND ESTABLISHED AT THE TIME OF
BUILDING PERMIT ISSUANCE
11. ANY EXISTING WELLS AND ON -SI'TE SEWAGE DISPOSAL SYSTEMS SHALL BE ABANDONED
PURSUANT TO APPUCABLE WASHINGTON STATE AND THURSTON COUNTY HEALTH
REGULATIONS. EVIDENCE THAT ALL WELLS AND SEWAGE DISPOSAL SYSTEMS HAVE BEEN
ABANDONED IN AN APPROVED MANNER IS REQUIRED PRIOR TO APPROVAL OF CIVIL
ENGINEERING PLANS .�
100' 0 100' 200'
SCALE 1' =100' N
Scde FEET
12. THE CIVIL ENGINEERING PLANS SHALL INCLUDE PLANS FOR THE COLLECTION, TREATMENT, AND
INFILTRATION OF STORMWATER IN ACCORDANCE WITH THE 1992 DOE STORMWATER MANUAL, AS
ADOPTED BY THE CITY OF YELM. BEST MANAGEMENT PRACTICES (BMPS) ARE REQUIRED WRING
CONSTRUCTION. A 10 -FOOT SETBACK FROM ALL PROPERTY LINES AND EASEMENTS ARE REQUIRED FOR
STORMWATER FACILITIES THE FINAL STORMWATER SYSTEM SHALL BE HELD IN COMMON BY THE
CONDOMINIUM ASSOCIATION AND THE AGREEMENT SHALL INCLUDE PROVISIONS FOR THE ASSESSMENT OF
FEES AGAINST INDIVIDUAL LOTS FOR THE MAINTENANCE AND REPAIR OF THE STORMWATER FACILITIES.
ALL ROOF DRAIN RUNOFF SHALL BE INFILTRATED ON EACH DWELLING UTILIZING INDIVIDUAL DRYWELLS.
13. PARKING SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF YELM DEVELOPMENT GUIDELINE
STANDARDS. BASED ON THE PROPOSED 164 UNI TS, APPROXIMATELY 328 PARKING G STALLS ARE
REQUIRED. FOR THE PROPOSED 45,540 SQUARE FEET OF RETAIL /COMMERCIAL DEVELOPMENT,
APPROXIMATELY 183 PARKING SPACES WOULD BE REQUIRED.
14. REFUSE COLLECTION AREAS SHALL BE DESIGNED TO CONTAIN ALL REFUSE GENERATED ON SITE AND
DEPOSITED BETWEEN COLLECTIONS. WHEN SERVILE AREAS ARE VISIBLE FROM THE SIDEWALK OR
ADJACENT PROPERTIES, THE ELEMENTS MUST BE SCREENED WITH A SCREENING WALL AND
LANDSCAPING. DEPOSTED REFUSE SHALL NOT BE VISIBLE FROM OUTSIDE THE REFUSE ENCLOSURE.
SCREENING SHALL BE OF A MATERIAL AND DESIGN COMPATIBLE WITH THE OVERALL ARCHITECTURAL
THEME OF THE ASSOCIATED STRUCTURE, SHALL BE AT LEAST AS HIGH AS THE REFUSE CONTAINER,
AND MUST BE AT LEAST SIX -FEET IN HEIGHT. THE LOCATION AND ACCESS TO ALL REFUSE
ENCLOSURES SHALL BE APPROVED, IN WRITING, BY LEMAY, INC. PRIOR TO CIVIL PLAN APPROVAL
15. FIRE PROTECTION STALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE, AS
ADOPTED BY THE CITY OF YELM, AND MAY INCLUDE FDCS, FIRE HYDRANTS, AND /OR FIRE LANES FIRE
IMPACT FEE PURSUANT TO SECTION 15.40.020 (B)(6) YMC IS ESTABLISHED AT A RATE OF $0.32 PER
SQUARE FOOT OF DEVELOPMENT FOR ALL NEW DEVELOPMENT IN THE CITY OF YELM.
16 THE CIVIL ENGINEERING PLANS SHALL INCLUDE HNAL LANDSCAPING AND IRRIGATION PLANS WHICH ARE
CONSISTENT WITH THE PRELIMINARY PLANS AND INCLUDE THE FOLLOWING REQUIRED LANDSCAPING:
A. ALL REQUIRED LANDSCAPING SHALL CONSIST OF DROUGHT TOLERANT SHRUBS AND BARK INSTEAD
OF GRASS
B. TYPE II LANDSCAPING IS REQUIRED ADJACENT TO BUILDINGS AND AROUND THE PERIMETER OF THE
SITE. TYPE 11 LANDSCAPING IS NOT REQUIRM ON THE EAST PROPERTY LINE MICH FALLS WITHIN
THE SHOREUNE JURISDICTION AREA. THE SHORELINE JURISDICTION AREA IS TO REMAIN IN ITS
NATURAL STATE.
C. TYPE III LANDSCAPING IS REQUIRED ALONG STREET FRONTAGE OF CREEK ROAD NE.
D. TYPE IV LANDSCAPING IS INTENDED TO PROVIDE VISUAL RELIEF AND SHADE IN PARKING AREAS
E. TYPE V LANDSCAPING IS REWIRED FOR ABOVE GROUND STORMWATER FACILITIES.
F. A FINAL DETAILED LANDSCAPE PLAN IS REWIRED AS PART OF CIVIL PLAN REVIEW AND APPROVAL
17. TO PROMOTE WATER CONSERVATION, ANY IRRIGATION SHALL BE IN THE FORM OF A DRIP SYSTEM.
C THE SITE PUN IS VAUD FOR EIGHTEEN (18) MONTHS FROM THE DATE OF THIS APPROVAL
THE APPLICANT MAY REQUEST A SIX -MONTH EXTENSION ON THE APPROVAL, IF THE REQUEST
THE SITE PLAN IS VAUD FOR EIGHTEEN (18) MONTHS FROM THE DATE BE THIS APPROVAL THE
APPLICANT MAY REQUEST A SIX -MONTH EXTENSION ON THE APPROVAL, IF THE REQUEST IS MADE IN
WRITING PRIOR TO THE EXPIRATION DATE OF THIS APPROVAL IF YOU NEED ADDITIONAL INFORMATION
OR ASSISTANCE PLEASE CALL THE COMMUNITY DEVELOPMENT DEPARTMENT AT (360) 458 -3835.
(. I 1 II 1 4 II 1 IA-. _U I
GOVERNING AGENCIES:
CITY OF YELM:
PO BOX 479
105 YELM AVENUE WEST
YELM, WASHINGTON 98597
PH: (360) 458 -3835
SURVEYOR
PRIZM SURVEYING, INC:
PO BOX 110700
TACOMA, WASHINGTON 98411
PH: (253) 404 -0983
ZONING:
C -2
CITY BE YELM:
PO BOX 479
105 YELM AVENUE WEST
YELM, WASHINGTON 98597
PH: (360) 458 -8410
STORM DRAINAGE:
PRIVATE ON SITE
SOLID WASTE:
LEMAY
2910 HOGUM BAY RD. NE
OLYMPIA, WA 98516
ELECTRIC/NATURAL GAS:
PUGET SOUND ENERGY - PSE
10885 NE 4TH ST
BELLEVUE, WA 98009
PH: (425) 452 -1234
CUSTOMER CONSTRUCTION
3130 S 38TH ST
TACOMA, WA 98409
PH: (888) 321 -7779
TELEPHONE-
FAIR POINT COMMUNICATIONS
106 SECOND STREET SE
YELM, WA 98597
CABLE:
COMCAST
410 VALLEY AVE NW, STE 9
PUYALLUP, WA 98371
PH: (253) 261 -0945
FX: (253) 864 -4215
CONTACT: ERIC PARTON,
COMCAST BUSINESS SERVICES GRIOUP
PROJECT
SITE
PALOUSE AVE. 1E. N
0
t09 LN. S.E.
N
VICINITY MAP
NOT TO SCALE
SHEET /DRAWING INDEX
SHT No DWG No DRAWING TITLE
1
CV -01
OWNER/APPLICANT:
2
SP -01
PARCEL 64303400501 & 64303400502
3
EX -01
OWNER:
4
/ +
RICK CHRISTENSEN
5
1
11915 CLEAR LAKE RD. S
EATONVILE, WA 98328
r
CG-01
GRADING PLAN
7
(
SITE ADDRESS:
8
SD -01
10602 106th AVE. SE
9
SD -02
YELM, WA 98597
10
SD -03
STORMWATER, GRADING AND PAVING DETAILS
11
1
CONSULTANTS:
/
UT -02
CIVIL
13
UT -03
SHEA, CARR & JEWELL INC..
14
UT -04
2102 CARRIAGE DRIVE BLDG H
15
UT -05
OLYMPIA, WA 98502
16
UT -06
PH: (360) 352 -1465
17
1
FX: (360) 352 -1509
18
1
CONTACT: JIM E. GIBSON, PE
100' 0 100' 200'
SCALE 1' =100' N
Scde FEET
12. THE CIVIL ENGINEERING PLANS SHALL INCLUDE PLANS FOR THE COLLECTION, TREATMENT, AND
INFILTRATION OF STORMWATER IN ACCORDANCE WITH THE 1992 DOE STORMWATER MANUAL, AS
ADOPTED BY THE CITY OF YELM. BEST MANAGEMENT PRACTICES (BMPS) ARE REQUIRED WRING
CONSTRUCTION. A 10 -FOOT SETBACK FROM ALL PROPERTY LINES AND EASEMENTS ARE REQUIRED FOR
STORMWATER FACILITIES THE FINAL STORMWATER SYSTEM SHALL BE HELD IN COMMON BY THE
CONDOMINIUM ASSOCIATION AND THE AGREEMENT SHALL INCLUDE PROVISIONS FOR THE ASSESSMENT OF
FEES AGAINST INDIVIDUAL LOTS FOR THE MAINTENANCE AND REPAIR OF THE STORMWATER FACILITIES.
ALL ROOF DRAIN RUNOFF SHALL BE INFILTRATED ON EACH DWELLING UTILIZING INDIVIDUAL DRYWELLS.
13. PARKING SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF YELM DEVELOPMENT GUIDELINE
STANDARDS. BASED ON THE PROPOSED 164 UNI TS, APPROXIMATELY 328 PARKING G STALLS ARE
REQUIRED. FOR THE PROPOSED 45,540 SQUARE FEET OF RETAIL /COMMERCIAL DEVELOPMENT,
APPROXIMATELY 183 PARKING SPACES WOULD BE REQUIRED.
14. REFUSE COLLECTION AREAS SHALL BE DESIGNED TO CONTAIN ALL REFUSE GENERATED ON SITE AND
DEPOSITED BETWEEN COLLECTIONS. WHEN SERVILE AREAS ARE VISIBLE FROM THE SIDEWALK OR
ADJACENT PROPERTIES, THE ELEMENTS MUST BE SCREENED WITH A SCREENING WALL AND
LANDSCAPING. DEPOSTED REFUSE SHALL NOT BE VISIBLE FROM OUTSIDE THE REFUSE ENCLOSURE.
SCREENING SHALL BE OF A MATERIAL AND DESIGN COMPATIBLE WITH THE OVERALL ARCHITECTURAL
THEME OF THE ASSOCIATED STRUCTURE, SHALL BE AT LEAST AS HIGH AS THE REFUSE CONTAINER,
AND MUST BE AT LEAST SIX -FEET IN HEIGHT. THE LOCATION AND ACCESS TO ALL REFUSE
ENCLOSURES SHALL BE APPROVED, IN WRITING, BY LEMAY, INC. PRIOR TO CIVIL PLAN APPROVAL
15. FIRE PROTECTION STALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE, AS
ADOPTED BY THE CITY OF YELM, AND MAY INCLUDE FDCS, FIRE HYDRANTS, AND /OR FIRE LANES FIRE
IMPACT FEE PURSUANT TO SECTION 15.40.020 (B)(6) YMC IS ESTABLISHED AT A RATE OF $0.32 PER
SQUARE FOOT OF DEVELOPMENT FOR ALL NEW DEVELOPMENT IN THE CITY OF YELM.
16 THE CIVIL ENGINEERING PLANS SHALL INCLUDE HNAL LANDSCAPING AND IRRIGATION PLANS WHICH ARE
CONSISTENT WITH THE PRELIMINARY PLANS AND INCLUDE THE FOLLOWING REQUIRED LANDSCAPING:
A. ALL REQUIRED LANDSCAPING SHALL CONSIST OF DROUGHT TOLERANT SHRUBS AND BARK INSTEAD
OF GRASS
B. TYPE II LANDSCAPING IS REQUIRED ADJACENT TO BUILDINGS AND AROUND THE PERIMETER OF THE
SITE. TYPE 11 LANDSCAPING IS NOT REQUIRM ON THE EAST PROPERTY LINE MICH FALLS WITHIN
THE SHOREUNE JURISDICTION AREA. THE SHORELINE JURISDICTION AREA IS TO REMAIN IN ITS
NATURAL STATE.
C. TYPE III LANDSCAPING IS REQUIRED ALONG STREET FRONTAGE OF CREEK ROAD NE.
D. TYPE IV LANDSCAPING IS INTENDED TO PROVIDE VISUAL RELIEF AND SHADE IN PARKING AREAS
E. TYPE V LANDSCAPING IS REWIRED FOR ABOVE GROUND STORMWATER FACILITIES.
F. A FINAL DETAILED LANDSCAPE PLAN IS REWIRED AS PART OF CIVIL PLAN REVIEW AND APPROVAL
17. TO PROMOTE WATER CONSERVATION, ANY IRRIGATION SHALL BE IN THE FORM OF A DRIP SYSTEM.
C THE SITE PUN IS VAUD FOR EIGHTEEN (18) MONTHS FROM THE DATE OF THIS APPROVAL
THE APPLICANT MAY REQUEST A SIX -MONTH EXTENSION ON THE APPROVAL, IF THE REQUEST
THE SITE PLAN IS VAUD FOR EIGHTEEN (18) MONTHS FROM THE DATE BE THIS APPROVAL THE
APPLICANT MAY REQUEST A SIX -MONTH EXTENSION ON THE APPROVAL, IF THE REQUEST IS MADE IN
WRITING PRIOR TO THE EXPIRATION DATE OF THIS APPROVAL IF YOU NEED ADDITIONAL INFORMATION
OR ASSISTANCE PLEASE CALL THE COMMUNITY DEVELOPMENT DEPARTMENT AT (360) 458 -3835.
(. I 1 II 1 4 II 1 IA-. _U I
GOVERNING AGENCIES:
CITY OF YELM:
PO BOX 479
105 YELM AVENUE WEST
YELM, WASHINGTON 98597
PH: (360) 458 -3835
SURVEYOR
PRIZM SURVEYING, INC:
PO BOX 110700
TACOMA, WASHINGTON 98411
PH: (253) 404 -0983
ZONING:
C -2
CITY BE YELM:
PO BOX 479
105 YELM AVENUE WEST
YELM, WASHINGTON 98597
PH: (360) 458 -8410
STORM DRAINAGE:
PRIVATE ON SITE
SOLID WASTE:
LEMAY
2910 HOGUM BAY RD. NE
OLYMPIA, WA 98516
ELECTRIC/NATURAL GAS:
PUGET SOUND ENERGY - PSE
10885 NE 4TH ST
BELLEVUE, WA 98009
PH: (425) 452 -1234
CUSTOMER CONSTRUCTION
3130 S 38TH ST
TACOMA, WA 98409
PH: (888) 321 -7779
TELEPHONE-
FAIR POINT COMMUNICATIONS
106 SECOND STREET SE
YELM, WA 98597
CABLE:
COMCAST
410 VALLEY AVE NW, STE 9
PUYALLUP, WA 98371
PH: (253) 261 -0945
FX: (253) 864 -4215
CONTACT: ERIC PARTON,
COMCAST BUSINESS SERVICES GRIOUP
PROJECT
SITE
PALOUSE AVE. 1E. N
0
t09 LN. S.E.
N
VICINITY MAP
NOT TO SCALE
SHEET /DRAWING INDEX
SHT No DWG No DRAWING TITLE
1
CV -01
COVER SHEET
2
SP -01
SITE PLAN
3
EX -01
EXISTING CONDITIONS
4
EC -01
TESC PLAN
5
EC -02
TESC NOTES AND DETAILS
6
CG-01
GRADING PLAN
7
UT -01A
UTILITY MAP
8
SD -01
STORMWATER PLAN
9
SD -02
STORMWATER, GRADING AND PAVING NOTES & DETAILS
10
SD -03
STORMWATER, GRADING AND PAVING DETAILS
11
UT -01
WATER PLAN
12
UT -02
SEWER PLAN
13
UT -03
WATER AND SEWER NOTES & DETAILS
14
UT -04
WATER DETAILS
15
UT -05
- WATER AND SEWER DETAILS
16
UT -06
SEWER DETAILS
17
IL -01
ILLUMINATION PLAN
18
IL -02
ILLUMINATION DETAILS
1 LS-01 LANDSCAPE PLAN (SUBMITTED BY OWNER)
91
DOATUI C ► .
N 01'5711' E FOR THE WEST LINE OF THE
NORTHWEST QUARTER OF SECTION 29 BETWEEN
THURSTON COUNTY PUBLISHED MONUMENTS 788
AND GPS2.
WASHINGTON STATE PLANE COORDINATE SYSTEM
SOUTH ZONE (NAD 83/91)
VERTICAL DATUM:
NAVD 88
THURSTON COUNTY PUBLISHED BENCHMARK / 784A
FIVE CORNERS YELM AVE. BALD HILL ROAD & CREEK STREET. POINT
FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF
TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD.
ELEVATION = 359.66
NGVD CONVERSION FACTOR
NAVD 88 - NGVD 29 = DIFFERENCE
359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE
BETWEEN THE DATUMS
LEGAL DESCRIPTION:
LOT 4, BLOCK 34 OF MCKENNA IRRIGATED TRACTS, AS PER PLAT
RECORDED IN VOLUME 9 OF PLATS, PAGE 43;
IN THURSTON COUNTY, WASHINGTON.
APPROVED FOR CONSTRUCTION
BY: Date:
Developmeul Saviors Engineer
APPROVAL EXPIRES:
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YELM AVENUE STATE ROUTE 507) —L
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THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL
N UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
LOCATE LINE AT (BOO) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
3 EXCAVATION.
14'
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FURNITURE I
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21,600 SF
211'
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SITE DATA:
OWNER: RICK CHRISTENSEN Q
11915 CLEAR LAKE RD S
EATONVILLE, WA 98328
360 - 458 -3602 u
SITE ADDRESS H
10602 106TH AVE SE
YELM, WA 98597 A
ELL
PARCEL NUMBER(S): 64303400501 - 64303400502 2102 CARRIAGE DRIVE,
BLDG. H,
OLYMPIA, WASHINGTON 98502
ZONING C -2 P: 0-3
36524465
F: 300-352 -1509
W W W.SHEACARRJE W ELLCOM
UTILITY SERVICES
WATER SERVICE CITY OF YELM
SEWER SERVICE CITY OF YELM
STORMWATER PRIVATE ON -SITE
ELECTRICAL POWER PSE
NATURAL GAS PSE
TELEPHONE FAIRPOINT COMMUNICATIONS
TOTAL SITE AREA 6.12 ACRES
NEW DEVELOPMENT AREA 2.52 ACRES
EXISTING DEVELOPMENT 1.17 ACRES W
EXISTING RIGHT OF WAY 0.63 ACRES
(106TH AVE SE TO BE DEDICATED TO CITY) y
ITICAL AREAS 1.80 ACRES m
0 0 z
PARKING REQUIREMENTS:
1 STALL PER 250 SF FOR RETAIL Q Z Q X Or
1 STALL PER 400 SF FOR FURNITURE Q t9
NO STALLS REQ FOR STORAGE AREA = d Z
INSIDE FURNITURE STORE _
TOTAL PARKING STALLS REQ. 172 Q Z W
TOTAL PARKING STALLS PROVIDED 176 LU
70,500 SF COMMERCIAL BLDG J 1— 0
PARKING STALLS PROVIDED 27 Ill Q i/i g
PARKING STALLS REQUIRED 42 I_ CL Y V }
7,800 SF COMMERCIAL BLDG W
PARKING STALLS PROVIDED 33 W
PARKING STALLS REQUIRED 31 v
21,600 SF FURNITURE STORE
PARKING STALLS PROVIDED 68
PARKING STALLS REQUIRED 54
11,140 SF EXISTING RETAIL BLDG
PARKING STALLS PROVIDED 48
PARKING STALLS REQUIRED 45
�pW A R A _•
�. —
TONAL
�
BASIS OF BEARING
N 01'57'11' E FOR THE WEST LINE OF THE
NORTHWEST QUARTER OF SECTION 29 BETWEEN
THURSTON COUNTY PUBLISHED MONUMENTS 788 a9[ Ixcx AT Ru xuE
AND GPS2. P RR, SerJE =01011RY
PROJECT ENM /ARCH:
WASHINGTON STATE PLANE COORDINATE SYSTEM JIM GIBSON
SOUTH ZONE (HAD 83/91) DESIGNER:
JIM GIBSON
DRAM BY:
L HURTADO
VERTICAL DATUM CARD MEmm BY:
NAVD 88 JIM GIBSON
CHECKED BY:
THURSTON COUNTY PUBLISHED BENCHMARK If 784A AMY HEAD
OiECKEO/ APPROW D BY:
FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT JIM GIBSON
FALLS IN CENTER OF SIDEWALK. (S-82-E/ 7' FROM S.E. CORNER OF STAA1PED BY.
( / ) JIM GIBBON
TRAFFIC SIGNAL BOX, 22' SW. FROM CENTER OF BALD HILL RD. HORIZONTAL SCALE:
ELEVATION = 359.66 1 "= 30'-0°
W] vm sc -
NIA
DATE:
APRIL 2009
APPROVED FOR CONSTRUCTION J Na
1290 -01
DRAWNG RL Na
BY: Date: 1290-01,SP-Ul.dwu
Development Services Engineer DRAMNG No:
APPROVAL EXPIRES: SP -01
SHEET No: 2 18
L.,
SEC 29, T I 1 N, R 2 E, WM
30' 0 30' 60'
SCALE 1' =30'
Scale FEET N
64EEK APARTMENTS
\ / I + sioNE FIELD FENCE 5 m u FEET YELM CREEK APARTMENTS
WIDE W/ OLD BARB WtlRE FENCE \ LEO
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STORM CATCH BASIN
STORM CATCH BASIN I a \ 3 0, RIM = 348.97 l = 347.99, 10 °GONG. (N)I 347.07, 12
e
RIM = 350.00 E. "PEAS. PL
L ?JN
LE. o < I.I.E. E. = 346.96, 72 " PEAS. (SW� I i I I I • 3n W
y IE = 346.98, 12 "I.P. (NW)
I.E. = 348.13, 8 "CONC. (S) I
") _p STORM CULVERT ' / / I • I ° ... a• < Z Q
E. = 346.70, 12'AOS / i / / I + W J O
_ rL It Z_
CONC. WALK —� ,4s % / /� I i / l I m �� • .n �_
_____ ___ _ ___ __ ____ -----
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--- -w -- -- w -- -w - -- w---- -w- -- -w--- -- w- -- -- w- -- --w- w -- I I- / _
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LE. = 346.72, T _ --380
12 "ADS W U }
Lu
W
r' o STORM CATCH RASif
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O1 RIM = 350.06 ' / STORM CULVERT STORM CATCH BASIN I / \
LE. = 348.04, B -CONC. (N) \ I.E. = 347.22, ) RIM = 348.84
LE. = 348.11, 10 "I.P. (W1) \ 12 "ADS „+ i �% I.E. = 346.88, 12 "I.P. (NW) I.E, _ \❑ I / + \ '
346.79, 12 °PLAS. (SE) /
V�
° STORM CATCH BASIN
\ \ RIM = 348.51 g
I.E. = 346.60, S. 12-PLAS. (NW) LE - I
3 346.65, 12 "PLAS. (S) / '< . / ZSp. p
STORM CATCH BASIN
/ RIM = 349.14
° `j 3 \ LE. = 347.27, 12 "PLAS. (N) I.E.
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LOT \\ \ / 3 \ s / / CI,LEV,,
'..00D �' �' �pWAgO
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STORM CATCH BASIN / / THE 100 YEAR.FLOOD P IS
RIM = 349.44 I ..,,• ,SF)OWN BASED ON THE' A MAP 111 A
I.E. = 347.62 12 'PLAS. (N) I ELEVATION OF 342. ,'ME CONSTRUCTION e..,( ?Q'S F, aEG4mTO aEO ,�2
\ 3 I ❑ ✓ ✓✓ THEREFORE 34 NGVD AND IS eQoxo ss NC'
MAP. THEREF,OREGTH FLOOD PLAIN
tONAL • A
ELEVATION 910VM IS 45.42. �' � � °y"''� �•�
he BASIS OF BEARING
354 - / % NORTHWEST GUAR OF R SECTION 29 BETWEEN
7HURSTON COUNTY PUBLISHED MONUMENTS 788 BR INN a RAL scut
AND GPS2. F W. S ACCOYNMY
i PROJECT ENGN /ARCH:
a \ WASHINGTON STATE PLANE COORDINATE SYSTEM JIM GIBSON
3 \ �' i SOUTH ZONE (HAD 83/91) JIM U _ _ - _ - - - _ — _. _ 6YO 58-- \ i S 8811 6.58' URTADO " E i / L H
S 88'23'49" E wv �wv �- %
H 395.94' -- -306 ; cno0 cHEaED BY.
VERTICAL DATUM
8 -� - -�- _ JIM GIBBON
CONC. CURB DR• �. _— NASD 88 CHECKED BY:
-Ak _ __ _ - — — _ _ _ _ THURSTON COUNTY PUBLISHED BENCHMARK # 784A AMY HEAD
__� T OH HECKED/ APPROVED BY:
OH _348 c
_ YELM AVENUE (STATE ROUTE 507) N 01'4124 "E �- - - - - _ FIVE CORNERS YELM AVE. BALD HILL ROAD & CREEK STREET. POINT JIM GIBBON
°g STORM CATCH BASIN _ - - - _ - 9.40' EP / - - FALLS IN ENTER OF SIDEWALK. (5 -82 -E/ 7') FROM S.E. CORNER OF JIM GIBBON
RIM = 353.06 STORM CATCH BASIN _ TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. HORIZONTAL SCALE:
- -�- - ' ELEVATION = 359.66 1 " =30' -0"
F I.E. = 350.71, 12 "ADS (N) RIM = 350.39 S. LINE, LOT 5, BLOCK 34, — — .— _ __ _ — —
8 7X I.E. = 35081, 12 °ADS (W) LE. = 347.98, 12 "PLAS. (NW) McKENNA IRRIGATED TRACTS V RnCAL =ALE:
i WA
CENTERLINE PER W,S.D.O.T. ' ' DATE:
E
�S MONUMENTATION MAP JOT. SR 510 TO - - -- -
CALL BEFORE YOU DIG RAI n HT IS an VICINITY nATFn APRIL
290-01
0s
` APPROVED FOR CONSTRUCTION 290N.
r c ORANNG FILE No:
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL Date: DRAWING
UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND Development Services En S: DRANNG Na
= LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY APPROVAL EXPIRES: EX -01
EXCAVATION.
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SCALE: 1*=30' N
Scale FEET
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UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
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FCC,
INLET SEDIMENT PROTECTION
Q
SEDIMENT TRAP
—O—O—
SILT FENCE
—
CLEARING LIMITS
- - - - --
CONTRACTOR TO SAWCUT AND
REMOVE 1 FOOT OF EXISTING
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INSTALL INLET SEDIMENT
PROTECTION TO PROTECTI,
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SEDIMENT TRAP
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—
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- - - - --
SAWCUT
NOTES:
1. CONTRACTOR TO DIRECT TURBID FLOWS TO SEDIMENT TRAP VIA
INTERCEPTOR DIKES AND /OR SWALES AS NEEDED.
2. PLAN SHOWN IS REPRESENTATIVE OF MINIMUM MEASURES BASED ON
FINAL GRADING PLAN. AS CONSTRUCTION OF THESE IMPROVEMENTS
OCCUR IT IS EXPECTED THAT THE CONTRACTOR WILL PROVIDE
EROSION AND SEDIMENTATION CONTROLS AS NECESSARY TO
PREVENT OR MANAGE TURBID FLOWS PER THE REQUIREMENTS OF
THE CITY OF YELM, THURSTON COUNTY, AND THE DEPARTMENT OF
ECOLOGY.
RECOMMENDED CONSTRUCTION SEQUENCE
(INFORMATIONAL ONLY)
1. PRE - CONSTRUCTION MEETING.
2. FLAG OR FENCE CLEARING LIMITS.
3. POST SIGN WITH NAME AND PHONE NUMBER OF EROSION k SEDIMENT
CONTROL SUPERVISOR.
4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.)
7. CONSTRUCT SEDIMENT PONDS AND TRAPS.
8. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE
SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING
FOR PROJECT DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WTH CITY OF
YELM AND THURSTON COUNTY STANDARDS AND MANUFACTURER'S
RECOMMENDATIONS.
11. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL
MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS
CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN
ACCORDANCE WITH THE CITY OF YELM AND THURSTON COUNTY
EROSION AND SEDIMENT CONTROL STANDARDS
12. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE
STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF
APPROPRIATE
BASIS OF BEARING
N 01'57'11' E FOR THE WEST LINE OF THE
NORTHWEST QUARTER OF SECTION 29 BETWEEN
THURSTON COUNTY PUBLISHED MONUMENTS 788
AND GPS2.
WASHINGTON STATE PLANE COORDINATE SYSTEM
SOUTH ZONE (NAD 83/91)
VERTICAL DATUM
NAw 88
THURSTON COUNTY PUBLISHED BENCHMARK 1 784A
FIVE CORNERS. YELM AVE. BALD HILL ROAD k CREEK STREET. POINT
FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF
TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD.
ELEVATION = 359.66
APPROVED FOR CONSTRUCTION
BY: Date:
Develop— 9ervime Engineer
APPROVAL EXPIRES:
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EROSION CONTROL NOTES:
SILT FENCE
1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE
SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND
SECURELY FASTENED AT BOTH ENDS TO POST.
2. POSTS STALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE
GROUND (MINIMUM OF 30 INCHES).
1 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG
THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES
AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS THE WIRE SHALL EXTEND INTO THE TRENCH
A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL
GROUND SURFACE
5. HE STANDARD STRENGTH .FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20
INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC STALL NOT EXTEND
MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE
STAPLED TO EXISTING TREES
6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH
SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR
WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING.
7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN
PERMANENTLY STABILIZED.
B. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST
DAILY WRING PROLONGED RAINFALL ANY REWIRED REPAIRS SHALL BE MADE IMMEDIATELY.
TRIANGULAR SEDIMENT FILTER DIKES
1. IF THE SLOPE EXCEEDS 10 PERCENT, THE LENGTH OF THE SLOPE ABOVE THE DIKE SHALL BE
LESS MAN 50 FEET.
2. ALL DIKES STALL BE PLACED ON THE CONTOUR AND SHALL BE PLACED IN A ROW WITH THE
ENDS TIGHTLY ABUTTING THE ADJACENT DIKE. FILTER MATERIAL SHALL LAP OVER ENDS 6
INCHES TO COVER DIKE TO DIKE JUNCTION; EACH JUNCTION SHALL BE SECURED BY SHOAT
RINGS.
3. IN GENERAL, EACH SIDE OF THE TRIANGLE SHALL BE A MINIMUM OF 18 INCHES
4. NONWOVEN POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE G OTEXRLE FABRIC MAY BE USED
AS FILTER MATERIAL THIS MATERIAL SHALL HAVE A MINIMUM UNIT WEIGHT OF FOUR AND
ONE -HALF (4.5) OUNCES PER SQUARE YARD, MUWN BURST STRENGTH EXCEEDING 250 PSI,
ULTRAVIOLET STABILITY EXCEEDING 70 PERCENT, AND EQUIVALENT OPENING SIZE EXCEEDING 40.
THE FABRIC COVER AND SKIRT SHALL BE A CONTINUOUS WRAPPING OF THE FABRIC; THE SORT
STALL BE A CONTINUOUS EXTENSION OF THE UPSTREAM FACE.
INLET PROTECTION:
1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE
PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. THE ENDS
3 OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING
ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12
INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24
INCHES HIGH.
2. PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS
TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR
COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS
3. PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS USE 3/4-70 3 -INCH
GRAVEL
4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FT
BEYOND EACH SIDE OF THE INLET STRUCTURE USE HARDWARE CLOTH OR COMPARABLE WIRE
MESH WITH 1/2 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP
THE STRIPS. PLACE FILTER FABRIC OVER WIRE MESH.
5. PLACE 3/4 -INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12
w INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT
S LEAST 18 INCHES ON ALL SIDES
6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY
FROM THE INLET AND GLEANED OR REPLACED.
EROSION CONTROL BLANKETS
1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH AN ORGANIC
MULCH SUCH AS STRAW AND WOOD FIBER.
° 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36 TO 48
INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 LBSMNEAR YARD. IT MUST BE SO APPLIED
THAT IT IS IN COMPLETE CONTACT WITH THE SOIL
3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE STAPLES AT
LEAST 6 INCHES LONG.
TEMPORARY DIKES AND SWALES:
1. SEED AND MULCH STALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION).
2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET.
3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS
NECESSARY.
4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH
AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE
Y:
CHECK DAMS
g 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM
_s
DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM.
$ 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. THE ROCK
MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM)
TO ACHIEVE COMPLETE COVERAGE OF THE DIT04 OR SWALE AND TO INSURE THAT THE CENTER
OF THE DAM IS LOWER THAN THE EDGES
E 275
CALL BEFORE YOU DIG
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
o PROTECTION OF ALL EXISTING UTIUTES. THE CONTRACTOR SHALL VERIFY ALL
UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
9 LOCATE LINE AT (800) 424 -5555 A MINIMUM O 48 HOURS PRIOR TO ANY
3 EXCAVATION.
SEC 29,T17N,R2E,WM
EROSION CONTROL NOTES- cont'd:
3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. THE LOGS SHALL BE EMBEDDED INTO
THE SOIL AT LEAST 18 INCHES.
4. IN THE CASE OF LASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS
MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE (ALECK DAMS SHALL BE SEEDED
AND MULCHED IMMEDIATELY AFTER DAM REMOVAL
5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL SEDIMENT
SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE
CONSTRUCTION ENTRANCES,:
1. MATERIAL SHALL B� 4' TO V QUARRY SPALLS AND MAY BE TOP - DRESSED WITH f TO 3- ROCK. (STANDARD
SPECIFICATIONS).
2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF
THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGE - FAMILY RESIDENTIAL AND
SMALL COMMERCIAL. SITES
3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD.
4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED
OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH
CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACIUTY OR THROUGH SILT FENCE.
GENERAL EROSION CONTROL NOTES:
1. CONTRACTOR TO [FOLLOW EROSION CONTROL PRACTICES OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR
CITY OF YELM AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL THURSTON COUNTY, WASHINGTON. IF A
CONFLICT EXISTS IBETWEEN THE MANUALS, THE MOST STRINGENT SHALL PREVAIL.
2. EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES NO SILTATION OF
EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION
TO SILTS TO OFF -SITE PROPERTIES
3. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION. THE PROJECT
ENGINEER AND THE REVIEWING AGENCY SHALL INSPECT AND APPROVE THE INSTALLATION OF EROSION CONTROL
MEASURES PRIOR TO BEGINNING CONSTRUCTION.
A INSTALL INLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL
AT PROJECT /CONSTRUCTION SITE.
B. STABILIZED CONSTRUCTION ENTRANCE CONFORM TO DETAIL BMP C105/EC -02 STABILIZED ENTRANCE
STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT ALL INGRESS/EGRESS POINTS TO CONSTRUCTION
SITE.
4. ALL EROSION/SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
THE POTENTIAL FOR EROSION ASSOCIATED WITH THE CLEARING OPERATIONS IS STABIUZED. THE CONTRACTOR IS
RESPONSIBLE FOR IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE SYSTEM AS REQUIRED
BY THE OWNER, THE ENGINEER, OR THE CITY OF YELM.
5. CONTRACTOR TO FOLLOW WASTE DISPOSAL GUIDELINES AS OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR
CITY OF YELM.
6. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY
NECESSARY REPAIRS OR ADDITIONS TO THE EROSON CONTROL MEASURES AS REQUIRED. THE CONTRACTOR
SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY BY THE INSPECTOR
AND /OR PROJECT ENGINEER. FAILURE TO COMPLY WITH AL LOCAL AND STATE EROSION CONTROL REQUIREMENTS
MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR.
7. DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30 INCLUSIVE), ALL DISTURBED SOILS SHALL BE
STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE
NOT UMITED TO, COVERING THE AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, STRAW MATTING,
JUTE MATTING, STRAW MULCH, OR WOOD CHIPS SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS
WEATHER PERMITS.
8. THE CITY OF YELM AND THE ENGINEER WILL OBSERVE THE SITE ON A REGULAR BASS ADDITIONAL MEASURES
MAY BE REQUIRED TO CORRECT/PREVENT EROSION/SILTATION PROBLEMS.
9. CLEARING AND GRADING LIMITS SHALL BE STAKED IN THE FIELD BEFORE EXCAVATION.
10. ALL STORM DRAINAGE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE
PROTECTED SO THAT SEDIMENT -LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM.
11. ALL OFF -SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE PROPOSED SITE SHALL BE PROTECTED FROM
SILTATION.
12. THE CONSTRUCTION OF TRENCHES (E.G., PIPES, UNDERGROUND UTILITY LINES AND STRUCTURES) SHALL BE
SUBJECT TO THE FOLLOWING CRITERIA AND NOTES ON THE PLANS OR SPECIFICATIONS SHALL REQUIRE THAT:
A. NO MORE THAN 500 FEET OF TRENCH ON A DOWNSLOPE OF MORE THAN FIVE PERCENT SHALL BE
OPENED AT ONE TIME
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE CE TRENCHES
13. TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS,
DRAINAGE SYSTEMS, OR OFF -SITE PROPERTIES
14. TRACKING OF SO., MUD, OR DEBITS OFF -SITE WILL NOT BE ALLOWED. IF SOIL, MUD, OR DEBRIS IS TRACKED
ONTO A PUBUC ROADWAY, THEN IT SHALL BE REMOVED BY THE END OF THAT WORKING DAY. TO PREVENT THE
TRACKING OF SOIL, MUD, OR DEBRIS ONTO PUBLIC ROADWAYS, SWEEPING OR WASHING OF THE VEHICLE'S TIRES
MAY BE REQUIRED PRIOR TO ENTERING A PUBLIC ROADWAY.
15. ALL DISTURBED AREAS TO BE HYDROSEEDED WITH EROSION CONTROL SEED MIX INCLUDING BUT NOT LIMITED TO
ROADWAY EMBANKMENTS, SHOULDERS, UTILITY EASEMENTS, STAGING AREAS, CONSTRUCTED WETLANDS AND
CUTMU. SLOPES
16. ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE.
AREAS SHALL BE REPAIRED, RESEEDED, AND FERTILIZED AS REQUIRED.
17. TO MAINTAIN FUNCTION, FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT.
CONTACT THE JURISDICTION TO DETERMINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS, PRIOR TO
INSTALLATION.
18. NO MATERIAL SHALL BE STOCKPILED ON PAVEMENT WITHOUT AUTHORIZATION FROM THE PROJECT ENGINEER OR
OWNERS REPRESENTATIVE WHICH WILL BE CONDITIONAL ON IMPLEMENTATION CE A PROCEDURE TO PREVENT
SEDIMENT TRANSPORT.
19. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE
STABILIZATION HAS BEEN ACHIEVED OR AFTER THE MEASURES ARE NO LONGER NEEDED. SEDIMENT COLLECTED IN
TRAPS, PONDS, OR SILT FENCE SHALL BE REMOVED AND DISPOSED IN AN APPROVED MANNER OR STABILIZED ON
SITE. DISTURBED SOIL AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED WITHIN
SEVEN (7) DAYS.
INSTALL DRIVEWAY CULVERT IF THERE
IS A ROADSIDE DITCH PRESENT
loft % �I
MS'S W % FILTER FABRIC UNDER QUARRY SPALLS
PER SPECIFICATIONS THIS SHEET
NOTES
1. DRIVEWAY SHALL MEET THE REQUIREMENTS
OF THE PERMITTING AGENCY.
2. IT IS RECOMMENDED THAT THE ENTRANCE
BE CROWNED SO THAT RUNOFF DRAINS OFF
THE PAD
REFERENCE: I BMP
STORMWATER DRAINAGE MANUAL FOR CITY OF OLYMPIA, WASHINGTON 001 CIO
DATE: I
mw STABILIZED CONSTRUCTION ENTRANCE
I
I
GRATE
- OVERFLOW BYPASS
FILTERED
WATER
CROSS SECTION
- NOTTOSCALE
REFERENCE
STORMINATER DRAINAGE MANUAL FOR CITY OF OLYMPIA WASHINGTO 12001
: VIEW
NOT TO SCALE
BMP
C220
vzrm STORM DRAIN INLET PROTECTION wl CB FILTERS
G
IN FILTER FABRIC SHALL BE SPLICED AT
USE STAPLES, WIRE RINGS OR EQUIVALENT TO
FABRIC TO POSTS
FABRIC MATERIAL, 60' WIDE ROLLS, USE
S OR WIRE RINGS TO ATTACH FABRIC TO WIRE
4 GD WIRE FABRIC OR EQUIVALENT, IF
AD STRENGTH FABRIC USED
u \ IBURY BOTTOM OF FILTER
`--II MATERIAL IN 4'X4' MIN
TRENCH
6' -0' MAX
POST SPACING MAY BE INCREASED TO 8' IF
WIRE BACKING IS USED
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4'x4' MIN TRENCH, PROVIDE
3/4' TO 1 -1/2' WASHED
ROCK OR NATIVE BACKFlLL
2'X2' WOOD POSTS, STEEL
FENCE POSTS, OR EQUIVALENT
REFERENCE: BMP
1 FOR CITY OF OLYMPIA, WASHINGTON12001 C233
AR � STORMWATER DRAINAGE MANUAL _
DATE;
02M7 SILT FENCE
SURFACE AREA DETERMINED
AT TOP OF WEIR
4 MIN. 1' MIN. OVERFLOW
1' MIN.
`.; G 1' MIN.
+Y� 35-5
1.5' MIN.
FLAT BOTTOM
3/4' -1.5' PoPRAP
WASHED GRAVEL
GEOTEXTILE
2' -4' ROCK
DISCHARGE TO STABILIZED
CONVEYANCE, OUTLET OR
LEVEL SPREADER
NOTE: TRAP MAY BE FORMED BY BERM OR BY
PARTIAL OR COMPLETE EXCAVATION
H FREFERRENCE A�NAGE MANUAL FOR KING COUNTY, WASHINGTON
oir SEDIMENT TRAP
olrmo5
APPROVED FOR CONSTRUCTION
BY: Date:
Development Services Engineer
APPROVAL EXPIRES:
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2102 CARRIAGE DRIVE,
BLDG. R,
OLYMPIA, WASHINGTON 98502
P: 36041524465
F: 360-352 -1500
WWWSHE CARWEWELL.COM
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DE4GNER:
JIM GIBSON
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SCALE: 1' =30' o
Scale FEET N a
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MDE W/ OLD BARB WIRE FENCE \ GRADING LEGEND:
_ x BARBED MR E FENCE x x -� 349.00
X x 35n =-cx -- 348so 1112.2y 5 'PPLAT ._.- \` _ � � I f j_\ �BiE �I \ 11 \ \I -aM- -- PROPOSED CINITWR
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1 / _ _ % GRADE o
8 ,•� 609.85' CA C. ��-,
\ t76 / / (610.13' PER R.O.S. 3595810) / STONE FIELD FENCE 5 TO 11 J TOP CURB
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352 351.78 . _ '_ - 346 - -- - 1 \ FEET WIDE W/ OLD BARB 4WRE 350.0 �� a
END 5/8" REBAR W/ CAP I I ; 352.00 /� 351,90 - -
0.1' SOUTH OF LINE I 352.00 349.5 °
RswIFT Ls 27195 I 35,.9° FURNITURE \ BOTTOM CURB S
N 3s1.as 351.78 _ _ \
9/16/0/ 3s,. 351.78 �- ` STORE i \\ - FLOW ARROW
3m5' ""� ` FFE = 352.00 336'3 SPOT ELEVATION
351.40 1.2 351.40 3s1. 4o
jI 351. 351.29 351 35183 351.90
' � 3s,.w '�• 3si:2 • 1.80 � D' ,.za � ' ,: � •• �' ;, � � GENERAL GRADING NOTES:
RETAIL - . t. 1. THE BOUNDARIES OF THE CLEARING /GRUBBING LIMITS SHOWN ON
I !�; 1.24 ,. 4 35.74 • . I I / / / / �� 82 BLDG 351 so 351.78 u .7 / 351 - a I i 2a o 3 .za / THE EROSION /SEDIMENTATION CONTROL PLAN (SEE SHTS EC -01
- 2a I EXISTING / -
35,,28 / '� THROUGH EC -02 SHALL BE CLEARLY FLAGGED BY A CONTINUOUS ELL.
oeoX 331.24 o i INFILTRATION // / LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO
HE = 352.00 39,.00 t4\ ! / 21D2CARR AGE DRIVE
SD 351'65 `�' �' / 1 35,.51 I I POND / / / ANY CLEARING OR GRADING. E GRA THE CONSTRUCTION PERIOD BLDG. H,
sp so 9v o aF 351.74 I / / / NO DISTURBANCE BEYOND THE GRADING /CLEARING LIMITS SHALL OLYMPIA, WASHINGTON 99502
-- b 00 SD R/5 z / I R: 360.352-,585
\o / / I o / / 8E PERMITTED. THE GRADING CLE G LIMITS SHALL
GRADING/ CLEARING 380352 -1509
351.30 MAINTAINED BY THE CONTRACTOR/MSC SUPERVISOR FOR THE WWYY.SHEACARRJEWELLCOM
351 3 i \ // / / l I 11 DURATION OF CONSTRUCTION.
35va � 351 a \ \ 35291 31 - / 351. N J / // I l I 1 2. THE TESL FACILITIES SHOWN ON THE EROSION/SEDIMENTATION
35tze 351.3D 351. .24
351.85 1.4 RIDGE LINE / ; ) / / YELM CONTROL PLAN (SEE SHTS EC -01 THROUGH EC -02) MUST BE
CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING
_ 35180 tsa 35151 / I I s //
FLOOD AND GRADING AND /OR ASPHALT /CONCRETE CUTTING SO AS TO
" ENSURE NO TRANSPORT OF SEDIMENT TO SURFACE WATERS,
�; / 1.60 o I I m I / / PLAIN
`\ �- n m -• -' rh.�'1 I I DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES.
�. / \$ 351.40 � • 351.45 351.50 I 351.55 I " I l /
w ' 391.78 �iJ� \° - �t.40 35 00 3sv4o 1.24 1.30 /
/ \ sD ,�� ,.aox oT» I 3. ANY AREAS OF EXPOSED SOTS, INCLUDING BUT NOT UNITED TO
I waTER siuB 351.28 so n / / / I ROADWAY EMBANKMENTS, STOCKPILE MATERIAL, AND CUT SLOPES
_ •iso \ 3s1.2o \ 3sveo 381 °� ' ,�. I AS 351.55 fio t I / / / / I ° W
1- --- \ - - /-- 351.45 I oj' n / / THAT WALL NOT BE DISTURBED FOR TWO DAYS DURING THE WET N
SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE
c IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G.
1ER srue 'a 45 `9 sruB v I3s 3st. 5 - - _ PLASTIC COVERT NETTING, EROSION
BLANKETS ETC.).
1 RSON P • _ - _
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106TH AVENUE S.E.; 2" 55 -
SEEDING, MULCHING, P COVERING, N NG E Z W J Z
-� -s- -s--- - --- -s - s----- s - - - -- ---- "�"� 4. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE Q x Q O
- - -w \ 5 s S---- -5- --- s - - -
D - \ / INSTALLED PRIOR TO ANY OTHER GEARING OR GRADING a Z
S
W ----- W ----- 1.2_ e' WWArERUNE �' 1 -SDI 3stw 'S' TRASH! ) I \ ASSOCIATED WITH THE PROJECT AND MAINTAINED FOR SUCH (' LU LU U)
\ DURATION O' THE PROJECT. ADDITIONAL MEASURES, SUCH AS W W
3 / _ \S. "� 1'50 ENCLDn,RE I I \ WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED Z W Q
-(- - 350-
CONC. WALK - - --_ -. - -
- o 'Naiplfi a•' 35 e I \ ti AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 0
DOMESTIC
wA1ER STUB 65 0X 35p.2o
44sON aT�l Ex - "� / I \ 5. DURING THE WET SEASON OCTOBER 1 THROUGH APRIL 30 U) V
- 349.9ipt g, _ - 6" WAIERLI / I
,LL _ w___ --W__q ____W -= ;pow_ --- ^Iq___ -- sso+ - / I I , \� INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABILIZED WTHIN 48 0 Y Lu
352.0 35 ` sp NI 349.4e (/ ` ) IN Maip,.Ex I / \ HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES W
\ J5'J0 i ❑ SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE LU
\ 351.50 351.70 \\ 350.45 -y 3/8'98 `` �' 3 Y I I / AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING,
I 0 _ J / \ STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS. ()
`7 / \ SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS
1.JO1z 3512 315 I 1 I A - 11 / / �' \ WEATHER PERMITS. ..
m
\ NOTES:
Itl
1. ALL SPOT ELEVATIONS ARE AT THE TOP OF ASPHALT OR TOP OF
a
5 \\ ''\ 35121 349. }s \\ z I/ GROUND UNLESS OIHERVASE NOTED. SEAL
% \\ 351.90 _ /i L_ ® w �pWA
Q V v
' 351.74\ z i i i i
6 \ y 35124 � I ( Q"R-
E.
LINE OF THE w.�
s 387.20' LOT 5 BLDG 350.84 350.48 ¢ I � ❑ i i y'�y`�o ° p � y,
= (! 319.98 o G
0t �
FFE 352. 0 yi' ssq aioo o�G2
`V P
i F.yyo 70NAL
354 -- ` \V 351.24 �v 3 ��� \,�r j TEL HONE V TELEGRAPH BASIS OF BEARING �OQ
35190 351 za / ' I E EMENT PER A.F.N. 583742 N 015711 E FOR THE WEST LINE OF THE pA�
g
NORTHWEST QUARTER OF SECTION 29 BETWEEN Y
\ \ •'\ � � ' i1 3 / ,� ' : THURSTON COUNTY PUBLISHED MONUMENTS 788
AND GPS2.
�1 `\ 1 ' AIN EA PER A. 43 3 DINATE SYSTEM
_ _ - - - - - - - - - - m( \
wo - - - - - WASHINGTON STATE PLANE COOR OEM A, RILL SCAIE
- - - - - - - -. � ' I ' SOUTH Z E W. rvE AOSIaw0.T
a CONC. WALK J aTp1 - . _ bYO i - 350- - - / --- ONE (HAD 83/91)
_ I \ ' PRPIECT ENGIt /ARCH:
pip, -- i wM - - S 8818'36"
216.5 ' E
S 8823'49" E wv _ � wv � \ � 216.58' i � JIM GIBBON
_ x , DES MER:
_ ' - - - VERTICAL DATUM JIM GIBSON
< \ \ -.sYI G4 I 395.94' - - - -349
' / -_ DRANK BY:
CONC. CURB ❑ \ O y NAVD 88 LHURTADO
\ _ _ THURSTON COUNTY PUBLISHED BENCHMARK / 784A CADO MECRED BY:
- _ - - - - --- OH 346 i ON
YELM AVENUE (STATE ROUTE 507) \\
JIM GIBSON
"+ 019.40' "E - - - - 35 FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT CHECKED D
` / - - - -- - - \ -_ _ _ 9.40' /' E.P. - - - FALLS IN CENTER OF SIDEWALK. (S -82-E/ 7) FROM S.E. CORNER OF AMY HEAD PR04ID BY:
g T` - -�" -- - _ �' - j TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. JIM GIBSON
d / / - - - ELEVATION = 359.66 STAMPED
M GIBBON
RIGHT -OF -WAY CONVEYED TO W.S,D.O.T. PER A.F.N. ONTU. SCAM - _ 8504150149 HDRIZ
a O MONUMENTATION MAP JCT. SR 510 TO
CENTERLINE PER W.S.D.O.T.
30' -0"
.0 BALD HILLS RD. VICINITY DATED RnuL scA E:
NIA
DAM
APRIL2009
No-
CALL BEFORE YOU DIG APPROVED FOR 1290-01
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
3 � PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL DRAINING FILE No:
BY: Date: 12950,- CV -Ot.
UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND UevelopmeDiServices EngiDeer DRAWNC Nv.CG -01
7 LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
APPROVAL EXPIRES:
EXCAVATION. SHEET N. 6 18
30' 0 30' 60'
SCALE: 1' =30'
Scde FEET N
\ / I 1- STONE FIELD FENCE 5 TO 11 FEET
x BARBED WIRE FENCE 'A WOE W/ OLD BARB ORE FENCE
X x 350 x x x _� 40.2'
N 88'23'57" W _ - "k (1172.25' P
- - - - - - -_ --1 1112.03'C
I
I \
\ 8
1 I
FIND 5/8" REBAR W/ CAP ( /— R LINE
0.1' SOUTH OF LINE I / WATER
R.SWIFT LSp 27195 I I -
9/18/07 I I
I I ;
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RETAIL
BLDG
3
E. LINE OF THE W. -
S 387.20' LOT 5
a
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\ I
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/
STEP SEWER TANK /
(�) —
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GREASE — I
INTERCEPTOR
TYP
I
RETAIL INFILTRATION
BLDG \ TRENCH
\ I
WATERMAIN EASEMENT PER A.F.N. 30543 3 —�
S 88'23'49" E
OR
< ❑ �N —
_ CONIC. CURB
YELM AVENUE (STATE ROUTE 507)
,s
2�
I $
CALL BEFORE YOU DIG
N
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
o f2 PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL
a UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
LOCATE LINE AT (8DO) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
SEC 29, T 17 N, R 2 El WM
ARBED WIRE FENCE
x x x x- X 12.2' x x x x x-
609.85' CALC. ff
(610.13' PER R.O.S. 3595810)
FURNITURE
STORE -7
STEP SEWER TANK
3' � I I I I I I U I I I I I I I
SID CATCH BASIN TYPE 1
' 3D m (Tm)
SID
GALLERY
2
ti
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— �1 S10RM DRAIN CATCH BASIN TYPE 2
ENCIO TYP
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CENTERLINE PER W.S.D.O.T.
MONUMENTATION MAP JCT. SR 510 TO
BALD HILLS RD. VICINITY DATED
9/22/00 BY BILLY R. MUMMA P.L.S.
i wv
EPTION PER LEGAL DESCRIPTION
N 11 24°E
9.40'
t
s
2°
I
I
I
X \� I
x
`STONE FIELD FENCE 5 TO 11
FEET WIDE W/ OLD BARB WIRE FIT
7E ONE & TELEGRAPH ,
E MENT PER A.F.N. 583742
S 88'18'36" E
M
o-
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— — — 35
/
RIGHT -OF -WAY CONVEYED TO W.S.O
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LEGEND:
I
--- - SO -- - - - SO -
EX STORM DRAIN
SD
PROPOSED STORM DRAIN
s
FLOW ARROW
❑
EX CATCH BASIN
❑�
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
—
SID
AQUA SWIRL
DOD
SD CLEANOUT
INFILTRATION GALLERY
SIDE SEVER
—
EX WATER LINE
(gm
EX WATER VALVE /SYMBOL
W
WATER LINE
v
BACKFLOW PREVENTER
CLEANOUT
FIRE HYDRANT
K
FDC
•
POST INDICATOR VALVE
H
GATE VALVE
BEND WITH THRUSTBLOCKING
E
(TYP)
o
TAPPING SLEEVE
DCCV
SPRINKLER DOABLE CHECK VALVE
----- s- - - - -s—
EXISTING SEWER FM
SEWER SERVICE LINE
•
SIDE SEWER CLEANOUT
0
0 o
o
STEP SEVER TANK
GREASE INTERCEPTOR
W
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6" PVC
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— _
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-WATER
CARSON
CONIC. WALK
—
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S.E.,
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3
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(TYP)
/
STEP SEWER TANK /
(�) —
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INTERCEPTOR
TYP
I
RETAIL INFILTRATION
BLDG \ TRENCH
\ I
WATERMAIN EASEMENT PER A.F.N. 30543 3 —�
S 88'23'49" E
OR
< ❑ �N —
_ CONIC. CURB
YELM AVENUE (STATE ROUTE 507)
,s
2�
I $
CALL BEFORE YOU DIG
N
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
o f2 PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL
a UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
LOCATE LINE AT (8DO) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
SEC 29, T 17 N, R 2 El WM
ARBED WIRE FENCE
x x x x- X 12.2' x x x x x-
609.85' CALC. ff
(610.13' PER R.O.S. 3595810)
FURNITURE
STORE -7
STEP SEWER TANK
3' � I I I I I I U I I I I I I I
SID CATCH BASIN TYPE 1
' 3D m (Tm)
SID
GALLERY
2
ti
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B
CARSON
ox - --
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s SD
— �1 S10RM DRAIN CATCH BASIN TYPE 2
ENCIO TYP
ENCY -OBURE (�) ( )
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CENTERLINE PER W.S.D.O.T.
MONUMENTATION MAP JCT. SR 510 TO
BALD HILLS RD. VICINITY DATED
9/22/00 BY BILLY R. MUMMA P.L.S.
i wv
EPTION PER LEGAL DESCRIPTION
N 11 24°E
9.40'
t
s
2°
I
I
I
X \� I
x
`STONE FIELD FENCE 5 TO 11
FEET WIDE W/ OLD BARB WIRE FIT
7E ONE & TELEGRAPH ,
E MENT PER A.F.N. 583742
S 88'18'36" E
M
o-
�r
�E
°a
— — — 35
/
RIGHT -OF -WAY CONVEYED TO W.S.O
/ 8504150149
N 0157'11' E FOR THE WEST LINE OF THE
NORTHWEST QUARTER OF SECTION 29 BETWEEN
THURSTON COUNTY PUBLISHED MONUMENTS 7BB
AND GPS2.
WASHINGTON STATE PLANE COORDINATE SYSTEM
SOUTH ZONE (NAD 83/91)
VERTICAL DATUM
NAVD 86
THURSTON COUNTY PUBLISHED BENCHMARK N 784A
FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT
FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7) FROM S.E. CORNER OF
TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD.
ELEVATION = 359.66
w
u
w
0
U
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a
ik
w
'" R ELL
2102 CARRIAGE DRIVE,
BLDG. N,
OLYMPIA, VVMHINGTON 98502
`: 3604U-1465
F: 360452 -1508
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7
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42010
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01.Y IMN AT ML 5
F W. Y �my
PRD.ECT ENM /ARCH:
JIM GIBSON
DDRONER:
JIM GIBSON
MtAWN BY:
LHURTADO
APRIL2009
APPROVED FOR CONSTRUCTION '10B N.
1290-01
DRAMNO ME No:
BY: Date: 1290 -01- UT -01A.d
DevebpmeG[ Services EDgmm DRAONG M.
APPROVAL EXPIRES: UT-01A
SHEET N. 7 — 18
LEGEND:
--- - SO -- - - - SO -
EX STORM DRAIN
SD
PROPOSED STORM DRAIN
s
FLOW ARROW
❑
EX CATCH BASIN
❑�
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
\�\
AQUA SWIRL
DOD
SD CLEANOUT
INFILTRATION GALLERY
RIP -RAP ENERGY DISPERSAL PAD
----- w- - - - -w—
EX WATER LINE
(gm
EX WATER VALVE /SYMBOL
W
WATER LINE
v
BACKFLOW PREVENTER
FIRE HYDRANT
K
FDC
•
POST INDICATOR VALVE
H
GATE VALVE
BEND WITH THRUSTBLOCKING
E
END CAP
o
TAPPING SLEEVE
DCCV
SPRINKLER DOABLE CHECK VALVE
----- s- - - - -s—
EXISTING SEWER FM
SEWER SERVICE LINE
•
SIDE SEWER CLEANOUT
0
0 o
o
STEP SEVER TANK
GREASE INTERCEPTOR
N 0157'11' E FOR THE WEST LINE OF THE
NORTHWEST QUARTER OF SECTION 29 BETWEEN
THURSTON COUNTY PUBLISHED MONUMENTS 7BB
AND GPS2.
WASHINGTON STATE PLANE COORDINATE SYSTEM
SOUTH ZONE (NAD 83/91)
VERTICAL DATUM
NAVD 86
THURSTON COUNTY PUBLISHED BENCHMARK N 784A
FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT
FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7) FROM S.E. CORNER OF
TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD.
ELEVATION = 359.66
w
u
w
0
U
w
a
ik
w
'" R ELL
2102 CARRIAGE DRIVE,
BLDG. N,
OLYMPIA, VVMHINGTON 98502
`: 3604U-1465
F: 360452 -1508
'.1
7
J
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W
0 Z
XQo
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W W N
Lu 2
~02
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42010
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01.Y IMN AT ML 5
F W. Y �my
PRD.ECT ENM /ARCH:
JIM GIBSON
DDRONER:
JIM GIBSON
MtAWN BY:
LHURTADO
APRIL2009
APPROVED FOR CONSTRUCTION '10B N.
1290-01
DRAMNO ME No:
BY: Date: 1290 -01- UT -01A.d
DevebpmeG[ Services EDgmm DRAONG M.
APPROVAL EXPIRES: UT-01A
SHEET N. 7 — 18
30' 0 30' 60'
SCALE: 1 " =30'
Scale FEET N
n x X_._
SID - - - -SO
N 8823'51" W
I
FND 5/8" REBAR W/ CI P�
01' SOUTH OF LINE
R.SWIFT LS# 27195
9/18/07
i
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I UM
a
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CONC WALK
�m }
s of
ga
i I
t
40.2'
- x x
�IK 11
RETAIL
BLDG
INSTALL ROOF DRAIN CLEAN
JOUT S OUTSIDE BUILDING.
LOCATION TO BE VERIFIED
WITH BUILDING PLANS
VIDE W/ OLD BARB VMRE FENCE
+ (1112.25' PLAT)
1112.03' CALC.
b Q I
•
JK #3
6" PVC
WATER STUB
E ° ,ps EWER 0 p
STUB CARSON V N
106TH AVENUE S.E74 ---- 5 5 - -- - -- 5 -- �___S- __- ._�SSFM
-- 5 S - -- - -s s
w_____ w_____w___ _W_� w_____py____1yy__ _ ___ 8° ATERLIN
-'l1l w w----- w----- w----- v�-- ---�'✓-
- - o
1" DOMESTIC -SEWER
- - IWATER STUB C�SON A
CB /14 '- 74
I - -• ..• 15 LF 12" ADS 0 U
INSTALL ROOF DRAIN (LEAN 15 LF 127 ADS 0
3 OUT 3' OUTSIDE BUILDING.
LOCATION TO BE VERIFIED
:=I 12' PIPE INLET -
WITH BUILDING PLANS = 46.18(12-)
S I N= 590468.71 E =1189
NI 4'XSX120' INFILTRATION TREN
y' SEE AI ON SHT. SD-02-
RETAIL
BLDG
a
INSTALL -
s OBSERVATION WELL
- PER DETAIL -
a
GONG. CURB
88'23'49"
SE SHT SD-03
(TYPE 2)
- _ _ - YELM AVENUE (STATE ROUTE 507)
g - -
6 °a
9 ZN
L Z
I g
ELT
g CALL BEFORE YOU DIG
No
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
t? PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL
W UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
�g LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
o-
CB #8
F
SEC 29, T 17 N, R 2 E, WM
O \
ARDED WIRE FENCE
- x x x X x 12.2. X x x __ X X
509.85' CALC. I �
(610.13 09. R.O.S. 3595810) STONE FIELD FENCE 5 TO 11 N
FEEjICEWDE W/ OLD BARB WIRE I
FURNITURE JK 112
- INSTALL ROOF DRAIN CLEAN STORE INSTALL ROOF DRAIN CLEAN
OUT S OUTSIDE BUILDING. OUT 3' OUTSIDE BUILDING.
LOCATION TO BE VERIFIED LOCATION TO BE VERIFIED
WITH BUILDING PLANS WITH BUILDING PLANS
V as I I I I I I "0.50% LF 12' ADS 0 0.50% INST LL
60 LF 12' ADS OBSERVATION I
42 12' ADS CB #3 SD PER DETAIL
00.50% CB 14 SE SHT SD -03
TYPE 2)
•
CB /9
CB #5 IE 348.
-X
OF % ADS
0 50% 22 LF 12' ADS 0 0.50% 127 PIPE OUTLE
0 0.
�p IE= 344.59
60 LF O 0.50% • ADS CB #6 60 tF 12' ADS 0 0.50X µ N= 590564.37
.. % _ E= 1119195.63
P I
CARSON 10 LF 12
SD - -- - SD " CB
AD$ 01.0% �
w- w ----- w ----- w - -=` _= w ----w
CONTRACTOR TO FIELD
N /
LOCATE EX 12' SD OU�ET
AND CONNECT TO CB ( \/1`0.29-_-
APPROX LOCATION IS
527.80 E= 1116992.
3 '®
w
STORM DRAINAGE CATCHBASINS:
CB 11 TYPE 1 CB j9 AQUA SWIRL AS-3
RIM = 351.00 RIM= 2.25
IE= 349.20 (12 -E) IE= O6
IE= 349.20 (8'W) N =5 0604.73 E= 1119048.59
N= 590651.65 E= 1118871.42 SEE SET SD-02 FOR DETAIL
CB /2 TYPE 1 CB . /10 AQUA SWIRL AS -3
IM= 351.00 RIM= 351.30+/-
48.62 (12' E) I = 346.67 (12' W,E)
62 (6" N) = 590533.81 2 FOR9DETAIL
" N= 48.53 E= 1118983.01 SEE SHT � -02 FOR DETAIL
0i �' CB /3 E 1 CB /11 TYPE 9 I
P RIM =35 RIM = 351.20
.� IE =348.3 (12' E) IE= 346.72
�07`N =5906 .92 E= 1119041.99 N= 590533.24 E= 1118984.17
CB E 1 CB /12 AQUA SWIRL AS-2
51.00 RIM = 350.00± a;
' =348.62 (12' W) IE= 346.33 (12' E, W) J.-
IE =34&62 (6' N) N= 590483.36 E= 1118911.43
,yrl, 0 N= 590645.30 E= 1119101.47 SEE SHT SD -02 FOR DETAIL
CB 15 TYPE 1 CB /13 TYPE 1 �I
RIM = 351.80 RIM = 349.48
IE= 348.11 (12' NAE) IE= 346.48 (12'N) I
N= 590604.94 E= 1119040.84 IE= 346.48 (6'S)
N= 590483.82 E= 1118894.93
-- CB µ TYPE i
RIM = 351.50 CB /14 TYPE 1
IE= 348.22 (12' N,W,E) RIM= 349.70
N= 590582.95 E= 1119040.2 IE= 347.33
N= 590508.79 E= 1118625.14 '
CB 17 TYPE 1
RIM= 351.00 CB /15 TYPE 2 -48'
IE =34&52 (12' W) RIM = 352.00
N= 590581.32 E =111 .72 IE= 344.91 (12' WE)
N= 590543.90 E= 1119169.73 ;
CB N8 TYPE 1
RIM = 351.00 I
IE= 348.52 (12' E) ;
N= 590584.56 E= 1118981.27
3 i
0 X
J i
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I
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3 prp 1 � i
yyO % ---T -- i
395.94' / - 216.58'
- ECEPTIO� PER LEGAL DESCRIPTION OH - --T- -- oN
N 01'41'24 "E
---- _ _ _ 9.40' / E.P.
S. LINE, LOT 5, BLOCK 34,
McKENNA IRRIGIG ATED TRACTS - '-`- -, - - - -- -
i
MONUMENTATION MAP JCT. SR 510 TO
BALD HILLS RD. VICINITY DATED
1- 1- - , ., � .........
STORMWATER LEGEND:
----- SD-- - - - SD - EX STORM DRAIN
SD PROPOSED STORM DRAIN
FLOW ARROW
❑ EX CATCH BASIN
0 CATCH BASIN TYPE 1
® CATCH BASIN TYPE 2
O AQUA SWIRL
oco SD CLEANOUT
• OBSERVATION WELL
INFILTRATION GALLERY
RIP -RAP ENERGY DISPERSAL PAD
STORM DRAINAGE NOTES:
1. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM
ENGINEERING PLAN. THESE RECORDS SHALL BE KEPT ON
CONSTRUCTION DRAWINGS AND TURNED OVER TO ENGINEER UPON
COMPLETION OF PROJECT.
2. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE
TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE
EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION
PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO
ENGINEER PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND
EQUIPMENT NECESSARY TO COMPLETE THIS WORK.
4. STATIONS AND OFFSETS FOR CATCH BASINS ARE CALLED OUT TO
CENTER OF STRUCTURE.
5. PIPE LENGTHS ARE CALLED OUT FROM CENTER OF STRUCTURE TO
(ENTER OF STRUCTURE.
6. INSTALL CATCH BASINS PER NSDOT STANDARD PLAN B- 10.20 -00
7. PLAN LOCATIONS OF OTHER UTILITIES ARE DIAGRAMMATIC ONLY.
CONTRACTOR TO VERIFY FOR THESE SYSTEMS VERIFY AND
COORDINATE LOCATIONS WITH NEW FACILITY INSTALLATIONS IF NOT
WHERE SHOWN ON EXISTING PLANS.
NOTES:
1. ROOF DRAIN TIGHT LINE SHALL HAVE A MINIMUM 2% SLOPE
2. STRUCTURES STATIONED AT CENTER OF STRUCTURE
3. FOOTING DRAINS TO CONNECT TO ROOF DRAIN TIGHT LINE.
BASIS OF BEARING
N 01'57'11' E FOR THE WEST LINE OF THE
NORTHWEST QUARTER OF SECTION 29 BETWEEN
THURSTON COUNTY PUBLISHED MONUMENTS 788
AND GPS2.
WASHINGTON STATE PLANE COORDINATE SYSTEM
SOUTH ZONE (NAD 83/91)
VERTICAL DATUM
NAVE) 88
THURSTON COUNTY PUBLISHED BENCHMARK III 784A
FIVE CORNERS YELM AVE. BALD HILL ROAD & CREEK STREET. POINT
FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF
TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD.
ELEVATION = 359.66
N
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AKKIL e
APPROVED FOR CONSTRUCTION '106 N"
129D01
NAWNG
BY: Date: 129x91
Development Services Engineer DRAMNG
APPROVAL EXPIRES:
SHEET N
SD -01
FA
riease see aommpamea aqua -�m
specification notes.
" See Sim Plan for actual system orientation.
54„
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If M"
42"
Pipe coupling
by Contractor.
12" long Stub -out
by Manufacturer.
a=9.
Base Plate'
_54"
Plan View
Bollards shall be placed around access
riser(s) in non - traffic areas to prevent
inadvertent loading by maintenance
vehicles.
(,r
Manhole Frame and Rim elevations to match finished
Cover by Manufacturer. grade. HDPE risers can be field
(See Detail) cut by Contractor.
i--32" OD--{
Grade
12"
Arched
Baffies
511 Gravel Bar.Nill Place small amount of V I 1
concrete to support and
level manhole frame. DO
Manhole Frame Q Cover Detail NOT allow manhole frame
For Nom-Traffic Nrs Areas Only to rest upon HDPE riser. Section A -A
Aqua -Swirl Concentrator Model AS- 3JCCFD Standard Detail
least 3.5 feet outward from
.Swirl Concentrator and for
the full height of the Swirl
Concent2Wr (Including rise
extending laterally to
undisturbed soils. (See MH
1.
NO STEPS ARE REQUIRED WHEN HEIGHT S 4' OR LEAS.
2
THE BOTTOM OF THE PRECAST CAICH BASIN MAY BE SLOPED TO FACILITATE CLEANING
FRAME AND VANED GRATE 1
THE RECTANONAR FRAME AND GRATE MAY BE ISTAUED NTH THE FLANGE UP OR DOWN.
RING AND COVER
THE FRAME MAY BE CAST INTO THE ADAMS MENT SECTION.
4.
NNOD(WTS SHALL HAVE A WALL TNIGGESS OF f MINIMUM TO 2S" MA=UL. PROVIDE
24"
A 1.5" MINIMUM GAP BETWEEN THE MMOUT WALL AND THE OUTSIDE OF THE PIPE. MDR
36"
THE PIPE IS NSTAl1ED, FILL THE GAP WTH "IT MORTAR IN ACCORDANCE NTH STANDARD
0.23
SPECIFICATION 9-04,1
UIGULAR ADJUSTMENT SECTION
ROULAR ADJSTMENT SECTION
SLAB TOP
° MORTAR (TIP.)
zf
'Lo
s n REINFORCING STEEL (TYP.)
N N
r mAM RAfGl I IT
� v F•
.'.r . y.
1
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CALL BEFORE YOU DIG
a 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
a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
3
EXCAVATION.
CATCH BASIN DIMENSIONS
CATCH
BASIN
DIAMETEk
WALL
7HICCNESS
BASE
THICKNESS
MAXIMUM
KNOCKOUT
SIZE
MINIMUM
DISTANCE
BETWEEN KNOCKOUTS
BASE REINFORCING STEEL
In 2/ft. IN EACH DIRECTION
SEPARATE BASE
INTEGRAL BASE
48"
24"
6"
36"
Sr
0.23
0.15
30"
36'
30'
427
151
0.19
0.19
60"
5
8'
48"
e
0.25
0.25
7Y
or
r
60'
If
0.w
0.24
1M'
a'
12-
7f
it
0.,39
0.29
96"
r
12-
eC
12-
0.,M
0.29
PIPE ALLOWANCES
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
CATCH
BASIN
DIAMETER
CONCRETE
ALL
CPSSP
+O
SOLID
WALL
PVC ®
PROFILE
WALL
PVC
48"
24"
W.
24"
27"
30"
54"
30"
36'
30'
27'
36"
80'
36"
42'
W.
36"
42'
72'
42"
54'
42'
36'
46'
84'
54'
6o'
54"
36"
48'
96"
60'
1 72'
60'
1 Camgated Pol)v*21(m)e) Storm Sew Pipe (Std Spec. 9- 05.20)
(Std o 9- 05.12(2))
CATCH BASIN TYPE 2
STANDARD PLAN B- 10.20 -00
specification notes.
* See Site Plan for actual system orientation.
123/4
Lel1
a
F
Manhole Flame and
Cover by Manufacturer. 32" OD
(See Detail)
,w a
1 Y4 -4
DRAIN R
Pipe coupling
by Contractor.
12" long Stub -out
by Manufacturer.
Swirl
Plan View
Bollards shall be placed around atte�
risers) in iron - traffic areas to prevent
Inadvertent loading IYV maintenance
vehicles.
ire
4"
.... 4,.
rn re�
2" : w
2„ 2"
�meroH.yvorc ac
iNm o0
No „mnwNm resw-- -
to rez wm HWE'
Arched
Baffies
12"
n
`"�" " "'" Section A -A
Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail
I 60' ONENSIONS
INFILTRATION GALLERY DETAIL A -A
NOT TO SCALE
MIRM 1407 FILTER (OR
1 r -2' WASHED FINISH �_ APPROVED EQUAL) ON TOP
ORNN ROCK SEE PLAN VIEW AND SIDES MIN. f OVERLAP.
E
TOP ELEV. 347.00
BOTTOM ELEV. 344.00
INFILTRATION TRENCH DETAIL
NOT TO SCALE
Is
Rim elevations to match finished
grade. HDPE risers can be field
cut by Contractor.
MNAFI 14ON FILTER (OR
APPROVED EQUAL) ON TOP
AND SIDES MN. 2' OVERLAP.
TOP ELEV. 350.00
BOTTOM M. 348.00
APPROVED FOR CONSTRUCTION
BY: Date:
Development Services Engineer
APPROVAL EXPIRES:
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2102 CARRIAGE DRIVE,
BLDG. H,
OLYMPIA, WASHINGTON 96502
P: 360x52 -1465
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F- M x
OMENSIONS
6'
TOP ELEV. 347.00
BOTTOM ELEV. 344.00
INFILTRATION TRENCH DETAIL
NOT TO SCALE
Is
Rim elevations to match finished
grade. HDPE risers can be field
cut by Contractor.
MNAFI 14ON FILTER (OR
APPROVED EQUAL) ON TOP
AND SIDES MN. 2' OVERLAP.
TOP ELEV. 350.00
BOTTOM M. 348.00
APPROVED FOR CONSTRUCTION
BY: Date:
Development Services Engineer
APPROVAL EXPIRES:
7A
w
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2102 CARRIAGE DRIVE,
BLDG. H,
OLYMPIA, WASHINGTON 96502
P: 360x52 -1465
F: 3603524509
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JIM GIBSON
DE51(k1EH:
JIM GIBSON
q A. BY:
L HURTADO
CARD CHECKED SY.
JIM GIBSON
CHECKED BY:
AMY HEAD
SD-02
ROADWAY
3/8' EXPANSION MATERIAL THRU JOINTS — v�
SHALL BE PLACED AT 9P TO FACE OF
CURB AND NO MORE THAN 25 FT. APART.
BROOM FINISH
NORMAL CURB HEIGHT =
6° BATTER = 1:6 1/2
(rn
6°
1/2' EXPANSION
MATERIAL WHERE
v v v 4' MIN ABUTTING EXIST.
STRUCTURES
. \ (�)
c `O
1/4' RADIUS 2' CRUSHED
8' (TYP) SURFACING TOP
COURSE
NOTES:
1. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING.
2. CONCRETE SHALL BE TYPE II PORTLAND CEMENT CLASS 300D.
3. BROOM FINISH SHALL BE PERPENDICULAR TO FACE OF CURB.
4. JOINTS SHALL BE TROWEL FINISHED, AFTER GROOMING.
5. INTEGRAL CURB AND WALK SHALL BE USED ONLY IN ()N -FILL') TYPE
SITUATIONS WHERE NEEDED TO MATCH EXISTING IMPROVEMENTS.
CEMENT CONCRETE INTEGRAL
CURB & WALK TYPE "A"
S x 3' x 8' COMMERCIAL
CONCRETE PAD
REBAR, O.C.
OUTSIDE PAVED AREA
WC710*iz.D')I
1 M'
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0.61 BALLAST -/
2'
m
2' CLEARANCE IT
0.67' COMMERCIAL CONCRETE
9'
)TOP
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—�
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TRENCH BOTTOM
BEDDING AS REQUIRED
ROOF DRAIN CLEANOUT
N NTS
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1
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CALL BEFORE YOU DIG
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL
o UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
og LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
a EXCAVATION.
RADIUS
6. ALL EDGES AND JOINTS SHALL BE FINISHED.
7. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DENATE
MORE THAN 1/8 INCH, AND ALIGNMENT SHALL NOT VARY MORE THAN 1/4 INCH.
sUm4U7~- RECESSED HANDLE TYPE
COVER
VALVE BOX "CLEANOUT' CAST
IN LID
SECTION
\ j //4 REBAR, O.C.
f FINISHED GRADE
�W.
0
3
K
SEC 29,T17N,R2E7 WM
•1• I
I.
#A 1•
LOADING AREA CONCRETE
NTS
FACE OF CURB —
MANUFACTURED WHEEL'
4" WIDE, WHITE
PAINT LINES (TYP)
THREADED END
' tool IN: !• 11111
1
1
On U"wil
ASPHALT CONCRETE
NTS
1/4" MINUS
9 8' I 9 I 9' I
PARKING SPACE LAYOUT
NTS
6'
2'
0
2' CLEARANCE IT
9'
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3:1 SAND & CEMENT
° GROUT 1° DEPTH-
S° MIN
10" MAX
TWO /6 BARS —
NON— SHRINK
GROUT
18' MIN
PRECAST CEMENT CONCRETE WHEELSTOP
NIL
A
1.
FRAME AND GRATE
TO SUIT LANDUSE
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EXTRUDED CURB
NTS
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TYPE
1
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DOTOM. OF RAMP MAY
t AVI, MAX.. IJ2.' LIP
AT 45.
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LOW LINE
\, 1�-L- jOF GUTTER
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LIP DETAIL
NOT-5
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TYFC IV
C U R B R A M P S
NOTE. SEE SIDEWALK. SPACING,
EXPANSION JOINTS h SCORE
MARK DETAIL FOR ADDITIONAL
NOTES.
5• AS SEE
MIN. RECD.
yy— DETAIL
1 1
RAMP SECTION
1. TAMP TCXT0 NO I$ TO DE DCN_ WT AN EXPANDED
NFTAI GRATE PIACFD AID] REMOVED FROM AFT CON.
TO LEAVE A DIAMOND PATTERN_ T$ -ONG AXIS OF
PIC DIAMOtiD PATTERN SHALL DC PL2PENDIOULAR
TO ME CURB. 030OVEC SHALL BE 1 /8' DEEP AND
1j4' WIDE.
4. .URR RAVPS SHAII BE POURED AS A $, PARA'
JNI I -HUM TH_. SULWAIX AND H'OM IH= CJRB AND
SUTTER. ISOLATED BY EXPANSION JOINT MATERIAL
ON ALL SIDES EXCEPT AT €NC OF RAMP NEXT TO
iOADWAY.
3 NLETS PHAL_ BE LOCATED SO THAT RIJNCFF DOES
NOT FLOW PAST THE CJRB RAMP NO INLETS ARE
TO BE SET 30 -HAT PEDESTRIANS WALK OV_P. OR
AROUND IHLM..
TYPICA_
CURB RAMPS
APPROVED DWG. 'N0:
°UELIC WORKS DIRECTOR DA-E 4-12
CES. CAN. CKC: CAT€
S -C S -C I S -C IDjz /qq
APPROVED FOR CONSTRUCTION
BY: Date:
Dmlopmem Services Engineer
APPROVAL EXPIRES:
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2102 CARRIAGE DRIVE,
BLDG. N,
OLYMPIA, WASHINGTON 98502
P: 3504521465
F: 300452.1509
W W W.SHEACARRJEWELL.COM
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R.SMFT LS# 27195
9/18/07
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BLDG
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40.2' \
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INSTALL 20' SLEEVE ON-
BASIS OF BEARING
SD SD
.: WATER MAIN TO PROTECT
I-
N OV57*11' E FOR THE WEST LINE OF THE
FROM SEWER SEPERATION
NORTHWEST QUARTER OF SECTION 29 BETWEEN
ENG
THURSTON COUNTY PUBLISHED MONUMENTS 788
AND GPS2.
� U
WASHINGTON STATE PLANE COORDINATE SYSTEM
RETAIL
18
VERTICAL DATUM
10
81 8'P�
PRDECT ONGR /ARCH:
I
JIM GIBSON
DESIGNER:
FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT
17
i
z
L HURTADO
TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD.
CADD CHEMED BY:
ELEVATION = 359.66
1
CHECKED BY:
AMY HEAD
NGVD CONVERSION
FACTOR
CHECKED/ APPROVED BY:
NAND 88 - NGVD 29 = DIFFERENCE
JIM GIBSON
m
STAMPED BY
BETWEEN THE DATUMS.
�
HMZONTAL 6CAIE:
3
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19
E
7 6" PVC
WATER STUB
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7° M
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SEWER
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S S s
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INSTALL 20' SLEEVE ON-
BASIS OF BEARING
o»
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I-
N OV57*11' E FOR THE WEST LINE OF THE
FROM SEWER SEPERATION
NORTHWEST QUARTER OF SECTION 29 BETWEEN
ENG
THURSTON COUNTY PUBLISHED MONUMENTS 788
AND GPS2.
I
WASHINGTON STATE PLANE COORDINATE SYSTEM
RETAIL
VERTICAL DATUM
BLDG
NAVD 88
PRDECT ONGR /ARCH:
I
JIM GIBSON
DESIGNER:
FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT
JIM GIBSON
i
z
L HURTADO
TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD.
CADD CHEMED BY:
ELEVATION = 359.66
1
6 _
yJ---- _ --- - --
S 88'23'49" E
5 OH --=- �,�_�,ll
— _ — YELM AVENUE (STATE ROUTE 507)
I a _
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CALL BEFORE YOU DIG
�o
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 (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
33 EXCAVATION.
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3 I
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X-— x
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609.85' CAL(',
(610.13' PER R.O.S. 3595810)
FURNITURE
STORE
57 LF FDC CONNECTION
(SEE MECHANICAL PLANS
2 IP SIZE AND TYPE
0
58 6' FIRE o
SPRI R CONNECTION
SD
SD
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INSTALL: 12 CONTRACTOR TI COORDINATE
FIRE HYDRANT ASSEMBLY WITH ADJACENT PROPERTY
SEE DETAIL SHT. UT -04 OWNER FOR INSTALLATION OF
N= 590455.19 E= 111884&29 WATERMAIN.
SEE ENGINE G PLANS FROM
OZ CONNECT WATER SERVICE SOUND EN ING DATED
TO BUILDING. SEE BUILDING JULY 21 08 FOR WATERMAIN
PLANS FOR EXACT LOCATION. PROFILE AND CONNECTION.
O INSTALL: 13 CONNECT WATER SERVICE
1 -6' 45' BEND (MJ1MJ) TO BUILDING. SEE BUILDING
W/ THRUST BLOCKING PyAnS FOR EXACT LOCATION.
N= 590504.67 E= 1118793.77 G/
14 ONNECT FIRE LINE TO
O4 FIELD LOCATE EX. 6' WATER BUILDING. SEE MECHANICAL
MAIN SUB. CONNECT AND PLANS FOR EXACT LOCATION.
EI ,D ' P WATER MAIN' P WATER MAIN
1 INSTALL.'
/ OS FIELD LOCATE EX. WATER METER SPRINKLER DOUBLE CHECK
SERVICE AND EXTIEND 2��2 W TER VALVE INSIDE THE BUILDING,
SERVICE TO DIIILDING "(?%ir.S SEE MECHANICAL PLANS FOR I
N= 590514.40 E= 11187822..61SV,*W EXACT LOCATION.
INSTALL• 3" 16 INSTALL
1- 2' RPBA PER CITY OF Y0. 1 -FDC ASSEMBL
STANDARD DETAIL ON SHT SEE DETAI L
SHT T -04
-05 N= 590632.26 E= .6
6 FIELD LOCATE EX. WATER METER 1
SERVICE AND EXTEND WATER 17 INSTALL
SERVICE TO BUILDING nI l.Jns POST INDICATOR VALVE M
N= 590564.73 E= 1118785.87Sho N= 590631.16 E= 1116961.19
INSTALL: 1" 18 INSTALL.:
1 -21' RPBA PER CITY OF YELM FIRE HYDRANT ASSEMBLY M `�
STANDARD DETAIL ON W, SEE DETAIL SHT. UT -03 1
T-05 ^ °" "' . N= 59062 &41 E= 1118956.03 I
77 CONNECT WATER SERVICE 19 INSTALL:
TO BUILDING. SEE BUILDING 1 -11 1/4' BEND (MJxMJ)
PLANS FOR EXACT LOCATION. _ W/ THRUST BLOCKING
Q- CONTRACTOR TO FIELD LOCATE N= 590611.15 E= 1118959.72 1
EXISTING WATER MAIN AND 40 FIELD I:OCATE EX. 6' WATER
CONNECT NEW 8' WATER AIN.. MAIN $TUB. CONNECT AND I
INSTALL EXTEND 6' PVC WATER MAIN.
1 -B' =TAPPING )EE AS BLY _ X590,557.47 E= 1118944.88
W/ THRUST BLOCKING INSTALL
SEE ENGINEERING PLA FROM 1 -22 1/2 BEND (MJ)MJ)
SOUND ENGINEERING TED W THRUST BLOCKING
JULY 21, -2008 FOR ATERMAIN 1
CONNECTION AND P 21 FIELD LOCALE EX. I
I METER SERVICE AND EXTEND
.O INSTALL: < Z Y WATER SERVICE TO
FIRE HYDRANT ASSEMBLY BUILDING
- SEE BE SHT UT -04 I N= 590:546.21 E= 1118927.78 1
N= 590575.27 1118853.28 INSTALL:
z 1 -2' RPBA PER THE CITY OF
H 10 INSTALL; YELM STANDARD DETAIL ON I
1 -8' TEE, ( MJ) SHT UT -O5
`[ 1 -6' GATE ALVE (FL2MJ)
' N= 590624 2 E= 1118874.98
11 STA 1
FIRE HYDRANT ASSEMBLY I
SEE DETAIL SHT. UT -04
N= 59074 &23 E= 1118857.24
i
S 88'18'36" E I
216.58'
OH 1 off OR
Mul
I
WATER LEGEND:
6
----- w- - - - -w— EX WATER UNE
@N EX WATER VALVE /SYMBOL
W WATER LINE
g
0 BACKFLOW PREVENTER °
-46- FIRE HYDRANT
W
6C FDC o_
0
• POST INDICATOR VALVE w
H GATE VALVE
BEND WITH THRUSTBLOCKING 4
END CAP
o TAPPING SLEEVE 0Al CCV SPRINKLER DOUBLE CHECK VALVE
2102 CARRIAGE DRIVE,
BLDG. H,
OLYMPIA WASHINGTON 98502
P: 360352 -1,165
F: 360352 -1509
W W W.SHEACARRJ EW ELLCOM
NOTE:
1. LOCATION OF EXISTING WATER MAIN IS APPROXIMATE AND
IS BASED ON RECORD DRAWINGS AND SURVEY INFORMATION.
2. MAINTAIN MINIMUM 42 INCHES OF COVER OVER ALL
WATERMAINS,
W
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ADD A/orr: 0
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APPROVED FOR CONSTRUCTION JOB N.
1290-01
DRAMNG FILE No:
BY: Dale: 1299 -01- DT -Ot.dw
Development Services Engineer PAMNG No
APPROVAL EXPIRES: UT-01
SHEET N. 11 K
BASIS OF BEARING
o»
N OV57*11' E FOR THE WEST LINE OF THE
a <c92010 E°
tSTER
s`Y'ONAI.
NORTHWEST QUARTER OF SECTION 29 BETWEEN
ENG
THURSTON COUNTY PUBLISHED MONUMENTS 788
AND GPS2.
WASHINGTON STATE PLANE COORDINATE SYSTEM
SOUTH ZONE (HAD 83/91)
VERTICAL DATUM
NAVD 88
PRDECT ONGR /ARCH:
THURSTON COUNTY PUBLISHED BENCHMARK / 784A
JIM GIBSON
DESIGNER:
FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT
JIM GIBSON
DR— BY
FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF
L HURTADO
TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD.
CADD CHEMED BY:
ELEVATION = 359.66
JIM GIBSON
CHECKED BY:
AMY HEAD
NGVD CONVERSION
FACTOR
CHECKED/ APPROVED BY:
NAND 88 - NGVD 29 = DIFFERENCE
JIM GIBSON
359.663 - 356.244 = 3.419 THIS IS T14E DIFFERENCE
STAMPED BY
BETWEEN THE DATUMS.
JIM GIBSON
HMZONTAL 6CAIE:
1' =30' -0'
N KIE autl
APPROVED FOR CONSTRUCTION JOB N.
1290-01
DRAMNG FILE No:
BY: Dale: 1299 -01- DT -Ot.dw
Development Services Engineer PAMNG No
APPROVAL EXPIRES: UT-01
SHEET N. 11 K
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THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
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^' d UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
li LOCATE LINE AT (800) 424 -5555 A MINIMUM O 48 HOURS PRIOR TO ANY
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INSTALL
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4* GRAVITY SIDE SEWERS AND CLEAN OUTS PER STANDARD
DETAIL ON SHT UT -05. LOCATIONS MUST BE CONFIRMED
WITH BUILDING/PLUMBING PLANS (TYPICAL 4 LOCATIONS)
INSTALL
4' GREASE INTERCEPTOR SIDE SEWERS AND CLEAN OUTS
PER STANDARD DETAIL ON SHT UT -05. LOCATIONS MUST
BE CONFIRMED WITH BUILDING/PLUMBING PLANS (TYPICAL
4 LOCATIONS) THIS GREASE INTERCEPTOR SYSTEM TO BE
AT OWNER DIRECTION. (OPTIONAL)
INSTALL•
4000 GALLON GREASE INTERCEPTOR AT OWNERS
DIRECTION /APPROVAL SEE DETAIL ON SHT. UT -06.
INSTALL
-
6' GRAVITY SEWER FROM GREASE INTERCEPTOR TO STEP
TANK. SLOPE SHALL BE A MIN O 2X
INSTAL--
8000 GALLON FIBERGLASS STEP TANK PER THE CITY O
YELM'S SPECIFICATIONS AND STANDARD DETAILS ON SHT
UT -06. TANK AND TANK ACCESS MUST BE H -20 RATED
AND TANK MUST HAVE MANUFACTURER APPROVED DEAD 1
MAN ANCHOR SYSTEM. '
N= 590436.61 E= 1118842.57 (Q [TER OF.
INSTALL SIP CONTROL PANEL AND CONDUT. COORDINA I
FINAL LOCATION WITH OWNER AND CITY. CONTROL PANEL
TO BE ATTACHED TO THE FACE OF THE BUILDING.
SEE STANDARD DETAIL ON SHT. UT -06. PAD
O7 CON T RELD L ATE EXISTING STEP SEWER
SERVICE BEHIND SIDEWALK. I
INSTALL:
2' STEP SERVICE TO STEP TANK. SEE DETAIL ON SHT
UT -05.
N= 590523.01 E= 1116812.15 (CARSON BOX)
O CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER
SERVICE BEHIND SIDEWALK. I
INSTALL,
2' STEP SERVICE Tu STEP TANK.
SEE DETAIL ON SIT UT -05.
N= 590553.76 E= 1118814.64 (CARSON BOX)
O INSTALL STEP CONTROL PANEL AND CONDUIT. COORDINATE
FINAL LOCATION WITH OWNER AND CITY. CONTROL PANEL I
TO BE ATTACHED TO THE FACE O THE BUILDING.
SEE STANDARD DETAIL ON SHT.. UT -06
10 INSTALL:
=_= 8000 GALLON FIBERGLASS STEP TANK PER THE CITY OF
YELM'S SPECIFICATIONS AND STANDARD DETAILS ON SHT
UT -06. TANK AND TANK ACCESS MUST BE H -20 RATED I
AND TANK MUST HAVE MANUFACTURER APPROVED DEAD
CL �I III MAN ANCHOR SYSTEM.
-
l ^ _ 14= 590608.63 E= 1118855.73 (CENTER OF TANK)
1 5��1 OK 91
6' RAVITY SEWER FROM GREASE INTERCEPTOR TO STEP
TANK. SLOPE SHALL BE A MIN O 2X
C" 12 INSTALL• I
• 4000 GALLON GREASE INTERCEPTOR AT OWNERS
DIRECTION /APPROVAL SEE DETAIL ON SHT. UT -06.
13
INSTALL
4' GRAVITY SIDE SEWER AND CLEAN OUT PER STANDARD
DETAIL ON SHT UT -05. LOCATION MUST BE CONFIRMED
WITH BUILDING/PLUMBING PLANS. (TYPICAL 5 LOCATIONS)
14 INSTALL:
4' GREASE INTERCEPTOR SIDE SEWERS AND CLEAN OUTS
m PER STANDARD DETAIL ON SHT UT -05. LOCATIONS MUST
BE CONFIRMED WITH BUILDING/PLUMBING PLANS. (TYPICAL
4 LOCATIONS) THIS GREASE INTERCEPTOR SYSTEM TO BE
AT OWNER DIRECTION. (OPTIONAL) I
15 CONTRACTOR TO FIELD LOCATE EXISTING STEP SEWER
SERVICE BEHIND SIDEWALK.
INSTALL
2' STEP SERVICE TO STEP TANK.
SEE DETAIL ON SHT UT-05.
N= 590534.54 E= 1118949.28 (CARSON BOX)
16 INSTALL
3000 GALLON CONCRETE STEP TANK PER THE CITY O
YELM'S SPECIFtCA11ONS AND STANDARD DETAILS ON SHT
UT -06. TANK AND TANK ACCESS MUST BE H -20 RATED.
N= 590667.96 E= 1119008.17 (CENTER OF TANK)
- - -- 17 INSTALL:
4' GRAVITY SIDE SEWERS AND CLEAN OUTS PER STANDARD
DETAIL ON SHT UT -05. LOCATIONS MUST BE CONFIRMED
TH BUILDING/PLU BUILDING/PL NG PLANS. 1 _ 4 LOCATIONS)
INSTALL STEP CONTROL PANEL AND CONDUIT. CDOR
FINAL LOCATION WITH OWNER AND CITY. CONTROL PANEL
TO BE ATTACHED TO THE FACE O THE BUILDING.
SEE ARD DETAIL ON TT. UT--06
SEWER LEGEND:
- -- _ - -- ., -
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SIDE SEWER CLEANOUT
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GREASE INTERCEPTOR
NOTES:
1. MAINTAIN MINIMUM 18' VERTICAL SEPARATION
BETWEEN WATER AND SEWER.
2. SEWER SERVICE SHALL BE AT MINIMUM 2% SLOPE
3. LOCATION OF EXISTING SEWER MAINS AND SERVICES ARE
APPROXIMATE AND ARE BASED ON RECORD DRAWINGS
AND SURVEY INFORMATION. CONTRACTOR TO FIELD
VERIFY ALL INFORMATION BEFORE STARTING
CONSTRUCTION.
4. CONTRACTOR TO VERIFY ALL SPECIFICATIONS AND
STANDARDS BEFORE INSTALLATION OF THE STEP SEWER
SYSTEM.
5. ARCHITECT AND OWNER TO COORDINATE HOSE BIB
LOCATION FOR STEP TANK MAINTENANCE. HOSE BIB
MUST BE LOCATED WITHIN 50' O THE PUMP ACCESS.
6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CHECK
SEWER SPECIAL ADDENDUM TO YELM DEVELOPMENT
GUIDELINES
7. CONTRACTOR TO INSTALL AN ELECTRICAL TRANSFER
SWITCH AND GENERATOR PLUG AT ALL STEP CONTROL
PANELS. CHECK CITY SPECIFICATIONS FOR TYPE AND
MODEL NUMBERS
14"j 40 dhow E105. via
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BASIS OF BEARING
N 0157'11' E FOR THE WEST UNE OF THE
NORTHWEST QUARTER OF SECTION 29 BETWEEN
THURSTON COUNTY PUBLISHED MONUMENTS 788
AND GPS2.
WASHINGTON STATE PLANE COORDINATE SYSTEM
SOUTH ZONE (NAD 83/91)
VERTICAL DATUM
NAVD 88
THURSTON COUNTY PUBLISHED BENCHMARK / 784A
FIVE CORNERS YELM AVE. BALI) HILL ROAD & CREEK STREET. POINT
FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER O
TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER O BALD HILL RD.
ELEVATION = 359.66
NGVD (XINVE?SION FACTOR
NO 88 - NGVD 29 = DIFFERENCE
359.663 - 356.244 = 3.419 THIS IS THE DIFFERENCE
BETWEEN THE DATUMS.
APPROVED FOR CONSTRUCTION
BY: Date:
Development Se-. E.g..
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CITY OF YELM
GENERAL WATER NOTES:
1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM
STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION,
2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO
ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A
1 RECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS,
REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT COMMUNITY
DEVELOPMENT DEPARTMENT AT (360) 458 -3835 TO SCHEDULE A PREGONSTRUCRON
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 RATION (SDR) OF 21, AND MEET THE
REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)B.
POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE
REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER
THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF NSDOT STANDARD
SPECIFICATIONS SECTION 9- 30.1(5)A.
POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE
REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR LESS THAN THE
SDR OF 18.
DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 LASS 50 OR
GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE
WITH ANSI/AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX -INCH FIRE HYDRANT SPOOLS
SHALL BE CLASS 52.
4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O -RINGS SEALS.
VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES VALVES SHALL CONFORM TO
AWWA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS
SKIES 5DD. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY.
5. HYDRANTS SHALL BE M & H RELIANT STYLE 929 OR 129, MUELLER CENTURION, OR CLOW
MEDALLION. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED.
6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE
REFERENCED SPECIFICATION (NOTE 1).
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
'b' OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY
DIRECT BURY COATED COPPER WIRE (PAGE 'UF' SINGLE CONDUCTOR OR EQUAL), WRAPPED
3 AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. ALL WIRE CONNECTIONS
SHALL USE WARE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3 -M OR APPROVED
EQUAL ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE
ON THE WATER MAIN.
& PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD.
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 'W 1/4 INCH INTO CONCRETE
11. CALL UNDERGROUND LOCATE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATIONS
12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE
2 CONNECTIONS REQUIRE A 'FIELD VERIFICATION', CONNECTION POINTS WILL BE EXPOSED BY
CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN
s NOTICES.
d
r 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE
S 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
0
SYSTEM OT INSTALL A NEW VALVE.
a 14. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE DD
THE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH UST' PREPARED BY THE CITYS
INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK
SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR
TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF SANITARY SEWER SERVICE.
15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND
b DETAILS SHALL BE ONSITE DURING CONSTRUCTION.
16. AND 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
a BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS
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THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL EXISTING URUTIES. THE CONTRACTOR SHALL VERIFY ALL
^' UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
.R EXCAVATION.
CITY OF YELM
GENERAL SANITARY SEWER NOTES:
I. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE NTH 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 UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CAVING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A
MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR
SOLVENT WEIR JOINTS
8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE
INSTALLED 12' TO 18' UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE
PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE
DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE
MAINS SHALL BE INSTALLED WITH A 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED
AROUND ALL PLASTIC PIPE, BROUGHT UP AND RED 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 THE CONTRACTOR.
10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE
REWIRED 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
TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES 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 SITE AT ALL TIMES.
15. ANY CHANCES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF
YELM.
16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE
ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION,
ALL STEP MAINS SHALL VE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR
PRIOR TO PLACING STEP MAIN 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
INSPECTION'S IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF
YELM FOR THE REQUIRED INSPECTIONS
18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POSE, UNLESS
OTHERWISE AUTHORIZED BY THE CITY OF YELM.
19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD
REQUIRE A SEPARATE 'ON -OFF' SWITCH CONTROWNG POWER TO THE PUMP, SAID SWITCH
MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM
PADLOCK.
20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE
SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION.
ITEMS NEEDING INSPECTION ARE:
A) TANK INSTALLATION, IE;BEDDING AND LOCATION
B) TANK INFILTRATION, E)OLTRARON TEST
C) S.S. 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.
•.�P -V ]I :]' 1 1 rT .NCI'
GENERAL WATER NOTES:
1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO
COMPLETE THIS WORK.
2. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM SEWER MAIN.
3. DOUBLE CHECK VALVE ASSEMBLY (DDCVA) FOR FIRE LINES TO BE LOCATED INSIDE OF ALL
BUILDINGS UNLESS OTHERWISE SHOWN.
GENERAL SANITARY SEWER NOTES:
1. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND
HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION
PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE THIS WORK,
3. STATIONS AND OFFSETS FOR MANHOLES ARE CALLED OUT TO CENTER OF STRUCTURE.
4. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM WATER MAINS
5. PIPE LENGTHS CALLED OUT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE
2 -1/2• EIRE DEPARTMENT RAISED LETTERS
INLET CONNECTION 'AVTD SPRINKLER'
SCHSOULE 40
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16' x la' x a"
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PT. OF
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CW;. NO.
PUBLIC WORKS OIRECTIW DAZE 6 -4.4
DES. 3WN. DATE
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APPROVED FOR CONSTRUCTION
BY: Date:
Development Services Engineer
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WEDGE (CURB STOP)
1 DATE VALVE
SERVICE SADDLE
ROMAC 2025 ON
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48' TO CENTER
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JOINT
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PSI PHILLIPS DRISCO PIPE
5100 POLYETHYLENE PIPE)
FORD BALL VALVE
WITH PACK JOINT a FEMALE
I.P. THREADS
SERVICE SADDLE
NOTES
1. STAINLESS STEEL INSERTS REQUIRED FOR ALL
PACK JOINTS.
2. ALL SERVICE SADDLES SHALL HAVE RUBBER
GASKET AND I.P. THREADS,
s. D RY STANDARD FOR CAPPER SETTERS ARE:
o
1 1/2" -FORD VON 76 -15813 OR EQUAL
2" - FORD VON 77 -15017 OR EQUAL
4, ALL 1 1/2" AND 2" SADDLES WILL BE
2" TAPS WDH BRASS 2' NIPPLE AND
2- RESILIENT WEDGE GATE VALVE AND 910
HOUSING AND SDR -21 PVC PIPE HOUSING
APPROVED METER BOx
UD - 1730 17 READER LID
BOX - BCF 1730 X 12 BASE
OR APPROVED EQUAL
VALVE
CHECK
CHECK VALVE
1 112' -2" MALE
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12"
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PUBLIC WORKS DRECTOR BATE 6- 3
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RECESSED HANDLE TYPE
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3' z 3' x 4" T INLAND FOUNDRY 31248
6 3 4 VALVE BOX WITH
CLA54 5000 TO 8 3 /4" 'WATER" CAST IN LID
CONCRETE PAD L + OR OFCO 910
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N w �I av n CONFORMING TO ASTM
ACP u o I 3034. RISER PIPE TO BE
CSTC '--1 j Ii OVERBVALVE STEM. RED
E STEM RISER
IIRED WHEN MAX.
IS EXCEEDED
GTH VARIES)
GATE VALVE SHOWN - SIMILAR
INSTALLATION REQUIRED FOR
BUTTERFLY VALVES.
STANDARD
VALVE BOX
APP OWD. NO.
PUBLIC FORKS DIRECTOR DATE 6-1
DES. DWN. DATE
ES JEC OcD. TP 4/2007
rc
E v
CALL BEFORE YOU DIG
N �
$ 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
a LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
SEC 29,T17N,R2E,WM
I 16^ E
METER T
tI4" II
SINGLE METER
BOX PLACEMENT IY MAX.
-_ 2% SL01`E TO BOX
• 12'
9 1 11�
13^ P.
METER BOX
DUAL METER
BOX PLACEMENT
<.-
112
! f- 2DOPs 5e
' P.E. PIPE o
H 1
a�
DEPT, OF PUBLIC WORKS
TYPICAL METER
PLACEMENT W /SIDEWALK'
APPRO DWG. N0.
mIRI¢ wrwxc m.ecTrcx naTC 6 -6
ES I JEC I TP
8"
Standpipe
3' Minimum
'h P1ppa Joint 6 ".
106 EBAA Iron, `
inc. Meaaluo
elx.�
HYDRANT OFFSET
See valve box and
valve stem detail -
6-11
Ground
6" Flanged fire
hydrant tee
L6° Class 52 ductile iron
I,
ipe cut to length
G° gate valve, FL X MJ
/ See note below `\
` Varies
C 4 "x8 "x16" concrete block
Hydrant shoe
LSockfill to top of drain ring housing Plastic barrier between
bolts with 2" washed rook as shown thrust Mock and tea
6' x 6' sheet of 11 mil. plastic or con -
strucilon fabric, covering Y' washed rock
IiDiSa_ Concrete thrust block �
1. Hydrants shall be located in cast -in -place against
00 Ordance with Section 6.060. fiffing only
In addifton, o minimum three foot
radi.. unobafrucfed working area shall
be provided around all hydrants. CITY OF "ELM, WASHINGTON
2. Hydrant* shall be Dresser M At DEPT, OF PUBLIC WORKS
Reliant eliant style 929, Clow Medallion or
American AVK Series 2780 or Mueller
Date "° FIRE HYDRAN I
3. Gate wives shall be raatHeni wedge
NRS with O-ring seals. Valve ends shall
be Mechanical joint by ANSI flanges,
Vcives shall conform to AWWA 509-80. AP DWC, NO.
Yolws shall ba Mueller M &H, Kennedy, l:w If-
Clow R/W or Woterous Series 500. PUB :r WORKS DIRECTOR DA'E 6 -7
4. Fire Hydrant lock payment is required DES DWN. CKD. DATE
city will order and install. ES JEC TP 4/2007
THRUST LOADS
THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE
Top view operating nut
I
f
(�- Limits a' payment
,
alr\1P
Sun Yellow High
and Hydrant Look
Grade Enamel
Bonnet
# 13312
2 /z -Hose connection
OR TEE
y2
3,600
- _41 /z" Steam °. ....action
TOP VIEW
I
TOP !VIEW
70Pj VIEW
'
/
I
r
i
1
WYE
g
- - - -
�1
I ..
SIDE VIEW
7,700
4,000
2,000
10,100
SIDE VIEW
SIDE VIEW
1
TEE
CROSS
GATE VALVE
HORIZ_BEND
l "1i.
?
r''
•
-4'
^"
43,600
I{
qtr
6,100
30,800 1
16"
57,000
30,800
15,700
TEE WITH
CROSS WITH
CROSS WITH
PLUG OR CAP
PLUG
PLUG
PLUGS
4N
KrF�k(
45' - 90'
VERTICAL BEND
CITY OF YELM,
WASHINGTON
CEPT. CF PUBLIC WORKS
NDr£s:
STANDARD
1. CONCRETE THRUST BLOCKING TO BE
POURED AGAINST UNDISTURBED EARTH.
BLOCKING DETAIL
2. PLASTIC BARRIER
SHALL BE PLACED BE-
TWEEN ALL THRUST BLOCKS & FITTINGS.
A?P iL
DWG. NO.
3. ANCHOR RFRAR
DIAMETER.
SHALL BE 5/8" MINIMUM PUB1ACIwroRKS DIRECTOR oast 6 -13
M-57 DWN.
ES JEC
CKO. DATE
TP 42007
8"
Standpipe
3' Minimum
'h P1ppa Joint 6 ".
106 EBAA Iron, `
inc. Meaaluo
elx.�
HYDRANT OFFSET
See valve box and
valve stem detail -
6-11
Ground
6" Flanged fire
hydrant tee
L6° Class 52 ductile iron
I,
ipe cut to length
G° gate valve, FL X MJ
/ See note below `\
` Varies
C 4 "x8 "x16" concrete block
Hydrant shoe
LSockfill to top of drain ring housing Plastic barrier between
bolts with 2" washed rook as shown thrust Mock and tea
6' x 6' sheet of 11 mil. plastic or con -
strucilon fabric, covering Y' washed rock
IiDiSa_ Concrete thrust block �
1. Hydrants shall be located in cast -in -place against
00 Ordance with Section 6.060. fiffing only
In addifton, o minimum three foot
radi.. unobafrucfed working area shall
be provided around all hydrants. CITY OF "ELM, WASHINGTON
2. Hydrant* shall be Dresser M At DEPT, OF PUBLIC WORKS
Reliant eliant style 929, Clow Medallion or
American AVK Series 2780 or Mueller
Date "° FIRE HYDRAN I
3. Gate wives shall be raatHeni wedge
NRS with O-ring seals. Valve ends shall
be Mechanical joint by ANSI flanges,
Vcives shall conform to AWWA 509-80. AP DWC, NO.
Yolws shall ba Mueller M &H, Kennedy, l:w If-
Clow R/W or Woterous Series 500. PUB :r WORKS DIRECTOR DA'E 6 -7
4. Fire Hydrant lock payment is required DES DWN. CKD. DATE
city will order and install. ES JEC TP 4/2007
THRUST LOADS
THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE
Top view operating nut
90' BEND
(�- Limits a' payment
Paint Hydrant
Weather shield
Sun Yellow High
and Hydrant Look
Grade Enamel
Bonnet
# 13312
2 /z -Hose connection
OR TEE
with threads
3,600
- _41 /z" Steam °. ....action
1,000
- with NST threads
,n
�o
& 5" Storz adapler
81000
- Style S -37 w /SC cop
f4n ac a
18 " -24„ I
8"
Standpipe
3' Minimum
'h P1ppa Joint 6 ".
106 EBAA Iron, `
inc. Meaaluo
elx.�
HYDRANT OFFSET
See valve box and
valve stem detail -
6-11
Ground
6" Flanged fire
hydrant tee
L6° Class 52 ductile iron
I,
ipe cut to length
G° gate valve, FL X MJ
/ See note below `\
` Varies
C 4 "x8 "x16" concrete block
Hydrant shoe
LSockfill to top of drain ring housing Plastic barrier between
bolts with 2" washed rook as shown thrust Mock and tea
6' x 6' sheet of 11 mil. plastic or con -
strucilon fabric, covering Y' washed rock
IiDiSa_ Concrete thrust block �
1. Hydrants shall be located in cast -in -place against
00 Ordance with Section 6.060. fiffing only
In addifton, o minimum three foot
radi.. unobafrucfed working area shall
be provided around all hydrants. CITY OF "ELM, WASHINGTON
2. Hydrant* shall be Dresser M At DEPT, OF PUBLIC WORKS
Reliant eliant style 929, Clow Medallion or
American AVK Series 2780 or Mueller
Date "° FIRE HYDRAN I
3. Gate wives shall be raatHeni wedge
NRS with O-ring seals. Valve ends shall
be Mechanical joint by ANSI flanges,
Vcives shall conform to AWWA 509-80. AP DWC, NO.
Yolws shall ba Mueller M &H, Kennedy, l:w If-
Clow R/W or Woterous Series 500. PUB :r WORKS DIRECTOR DA'E 6 -7
4. Fire Hydrant lock payment is required DES DWN. CKD. DATE
city will order and install. ES JEC TP 4/2007
THRUST LOADS
THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE
PIPE
90' BEND
45' BEND
22 -1/2' BEND
11 -114' BEND
DEAD END
DIAMETER
Q
�
0
2 0 z
OR TEE
4"
3,600
2,000
1,000
500
2,600
6"
81000
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
3,1(N0
15,800
12"
32,000
17,40D
8,900
4,500
22,700
14"
43,600
23,600
12.100
6,100
30,800 1
16"
57,000
30,800
15,700
7,900
40,300',
NOTES:
1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PEACE
AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE
THRUS T BLOCK WITH PLASTIC OR SIMILAR MATERIAL.
Z. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE
FEET (S.F.):
EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL
32,001) LOS ' 3000 LB /S.F. = 103 S.F. OF AREA
3. AREAS MUST BE ADJUSTED FOR OTHER 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 APE EXCEEDS 2 FEET
SOIL POUNDS PER CITY OF YELM, WASHINGTON
SQUARE F007 DEPT, OF PUBLIC WORKS
MUCK, PEAT D
SOFT CLAY
1.0 00 THRUST LOADS
SAND 2,000
SAND & GRAVEL 3,000
SAND & GRAVEL 4,000 Mo..
CEMENTED WITH �7� ~�
CLAY PUBLIC WORKS DIRECTOR GATE 6-14
HARD SHALE 10,000 DES. DWN. CKO. PATE
ES JEG TP 4/2007
LIVE TAP
V TYP.
2' TYP. F 1 c
rAPPBJG VALVE i t�
FL a NJ STAINLESS
TAPPING S
VALVE AND SLEEVE SHALL BE
SUPPORTED AND BACKr1LLED AS
SHOWN BELOW- RIGHT.
THRUST
BLOCK (TYP)
1/3 DIAMETER
OF PIPE
DENSITY UCKFiLL /1-
LU
CONTROLLED
2' - -C
POURED WIDTH OF TRENCH
SOLID BRICK
NOTES:
1. It MIL PLASTIC OR CONSTRUCTION
FABRIC SHALL BE WRAPPED AROUND
PIPE AND FITTINGS BEFORE THRUST
BLOCK AND BACKFIL -L ARE POURED.
2. NJ CUT IN TEES SHALL NOT BE
PERMITTED.
3, SUPPORT VALVE AND SLEEVE
CONTINUOUSLY THROUGH INSTALLATION.
GROUND
GATE VALVE
FL x NJ
TEE
CONCRETE THRUST
CONNECTION TO
EXISTVG MAIN
APPROVEQ` I DWO. N0.
L 'L-- N
M13LIC WORKS DIRFC70R PATE 6 -10
DES. CW CKD. DATE
Es JEG ?P 4/2007
e.
RESTORATION DEPTH - TRACE TAPE 12' TO IS' UNDER
VARIES, THE FINAL GRACE
TRACER IMRE (SEE GENERA
TRENCH BACNFICL J
1, I,
SEE NOTE WATER NOTES NO. 7)
&5
6"
&EGGING MATERIAL
UNDISTURBED SIN,
NOTES:
T. A MINIMUM COVER OF 5.5' SHALL BE MANTARNED. EXCEPT AS REQUIRED AT CONNECTION POINTS
2 NATIVE BACKFILL SHALL CONSIST Or CRUSHED. PROCESSED, OR NATURALLY OCCURRING GRANULAR
MATERIAL. It SNALL SC ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER
EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE 5W:H CHARACTERISTICS OF SIZE AND
SHAPE THAT IT WILL COMPACT READILY COMPACT.
3, NA77YE TRENCH OACKFTLL MAIERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM
AGOREGATE SHALL IS 5 -ACHES
4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. 40 SUESTUVONS WLL
5f AILCAED m,,%r WRITTEN AUTMORIZAT1,011 FROM THE CITY OF YELM.
5. WHERE .NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE 01 r<E CITY. TRENCH BACKFtLL
SHALL MLT' THE WEDO1 STANDARD SPECFl_AAONS FCR THE PIPE TYPE BEINC SPECIFIED,
CITY OF YELM, WASHINGTON
DEPT, OF PUBLIC WORKS
TYPICAL WATER MAIN
TRENCH & BEDDING
APPR OFD. NO.
_ \M
PUBLIC WORKS DIRECTOR DATE 6 -15
DES OWN. CKD. DATE
ES JEG TP. 4/2007
APPROVED FOR CONSTRUCTION
BY: Date:
Development Services Engineer
APPROVAL EXPIRES:
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2
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S
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oc
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AMY
52010
1ST -E
VAL
QIEIWII AT RRL m
F LOT. SGVE MCOUS LY
UT -04
T4 M
LU
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LU
LU W Q
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LU
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LU
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52010
1ST -E
VAL
QIEIWII AT RRL m
F LOT. SGVE MCOUS LY
UT -04
T4 M
0
of
GRAVEL BASE
MATERIAL UST: q- THICK
1. SERVILE UNF
2. Bp BEND
3. ENION
A. NIPPLE
5. SHUT -OFF VALVE
5. CHECK VALVE (D.S.H.3. APPRCVED)
7- RELIEF VALVE
B. TESTS COCKS
9. DRAIN TO DAYLIGHT
10.PLUGS IN TEST COCKS
GENERAL NOTES:
A. THOROUGHLY FLUSH LINES POOR TO INSTAUATION.
0. DIAMETER OF PIPE AND FITTINGS =
C. REFER W DEVELOPMENT GUIDELINES SECTION SAID
FOR FURTHER INFORMATION.
D. DO NOT INSTALL IN AREA SUBJECT TO FLQODI4G.
To BUILDING OR
IRRIGATION SYSTEM
3tTY OF YELM, WASHINGTON
DEPT. OF PUBLIC WORKS
REDUCED PRESSURE
BACKFLOW ASSEMBLY
FOR 2" OR SMALLER
DWC. W.
6 -17
DES. WN. O CKD.
KR JEG 1P
L}D1RD MF
DFF
USE 1- UNION TO CORRECT TESTING
M ERGLASS LID
MAXIMUM DISTANCE
150 FEET
APARATJS FOR PRESSNRE TESTNG SERVK
/ NTH STNH.ESS STEEL
08 AWG COPPER
350 FEET
AMC NELPNENE GASKET
I- PV FLOAT
PVC FLOAT
19 MIN RISER 4E01T TWICA RUTH \
2' -0' TAIL
ALL Val- TRAFITC BEARING TANKS \ \
I" DIAPVF. NOSF ALB!
I
OFF
\
f,A LVl ASSEMBLY
GROUND
I EAYF S..RICINT \ \
NRE TO ALLOW FDR�
1 t CRIENT S&L VA_VE
1 PS SWIIRI. SILL V %w
FtW= RFMOVAI \ \
III SHALL BE NW 12' BELOW
1 -1/4' DIA INLET
ELECTRICAL SPLICE BOX WEA CORD GRIPS \ \
Al 004NECTIONS SHALL 8E MADE WITH \
/ I OD
SxARDPIPE
MEAT SHRINK BUTT CONNECTORS
HOLES ARMW
21° OR 24" PVC
RISER WINO
B,pPE C�JND AWAY FROM RISER \ \\
O VIA BBED PVC
RI
' (RISER WITH NEO =RENE
NROMMETS
14 GAUGE OF
10 FROM TOP OF RISER -0 C
z
INSULATE:
GAL OONDUIT�
TTHNG MRE
S
O TAN
2% SLOPE TO TANK
INSTALL N
31 CONDUIT SEAL
TONING NRE - IV5TA1
RISER
a A ELECTRICAL CONDUIT _C
IN RISER
POWER SOURCE
-- -
_
EFFLLEN DISCHARGE
L}D1RD MF
DFF
FEEDER WIRE RUN
WIRE SIZE
012 AND COPPER
MAXIMUM DISTANCE
150 FEET
010 AWG COPPER
3Y
�1
08 AWG COPPER
350 FEET
I- PV FLOAT
PVC FLOAT
REDUNDANT
2' -0' TAIL
A
AS`.EMBLY AS SET
OFF
I
GROUND
9Y ^IT' DF TETY
-t E%ISTING GROUND
k\PVC
1 -1/4' DIA INLET
4
AP ONCE MOUND CLEANWT
SxARDPIPE
HOLES ARMW
ORO"ICE
LEVY 4' PVC SEWER
PERIMETER OF VAL
z
LINE (TVr)
DOJBLE
S
O TAN
2% SLOPE TO TANK
SWEEPING WE
"-- ->_:
4" DA. PVC FLOW
INLET BAFFLE
WCER
RETIRE
LGIBMERaaE DTLUQIT2D GPM
ORENCO RNBNE:CL�M
OSI 2D- .,9 -rm-0! PUMP TI
N1
TFE MATERIAL FOR DUR FK. TMPI FX, AND CLASS I NMSICN I S.G. PCWER CABLE AM
IHSIALLATIONS WILL VARY. THE CONTRACTOR SHALL MEET THE 1/0' BY -PASS OdFlCF
INTENT OF ME INSTALLATION REQUIREMENTS SHOWN IN ME N THE DISCHARGE HEM)
TYPICAL ST=EP INSTALLATION. Q ��RR
T";6 eettwH
Ss'
CEPT. OF PUBLIC WORKS
TYPICAI SIMPLEX STEP
TAN�C INSTALLATION
pRPR ' DWG. ND.
�n 7_9
PUBLIC WORKS DIRECTOR DATE
DES. OWN. C< D. DATE
J" JEG -P 1 4/2007
€€ C
Y�
CALL BEFORE YOU DIG
N THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
R PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL
UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
R S EXCAVATION.
TO EMSTNG
BE TONI \G
TO STEP TANK
LX TO r
FOISTING ISIN5 PVC J
SERMCE LINE
1" KEN RAU VAIN:, SL x
1" CHECK
INSTALLATION NOTE&-
ALL SERVICE LIME CARSON BOXES SHALL BE
LOCATED 4' FROM EDGE OF CURB TO CENTER
1 OF CARSON BOX IN PLANTER STRIP ON BOTH
SIDES OF ROADWJAY.
GANG CARSON BOXES SHALL. RE LOCATED 3'
APART TO CENTER OF BOXES
2. BI AND CHECH VALVES TO BE NSTALLED
IN CARSON BOXES ACCORDING TO DRAWING.
3.
FINISHED
30'0 MIS
40
ALARM 19tH _EVEN
LAG ON /OFF (4,5" DRAWDDWN ON TO OFF) 6.
IEA.7 ON /OFr
(4.5' DRAWDOWN ON 10 Wo LOW LEVEL ALARM 6°
REDUNDANT OFF
6' WW BEDD'NG
SEC 29, T 17 N, R 2 E, WM
SERVICE BOX - CARSON INDUSTRIES MODEL NO
14198 NTH BOLTED HINGED COVER OR EQUAL
COYER MARKING TO READ "SEWER'
(USE IN NON - TRAFFIC AREAS)
/-14 GA. OF HEAVY INSULATED
COPPER TONING MRE
ALL TONING MRE SPLICES SHALL
STEP MAIN
PVC SUNG CHECK
VALVE SL X SL
1" RBI BALL VALVE. SL x SL_j
1' PVC NIPPLE, SL x SL-
1' x MAIN DEN. PVC
REDUCING TEE
SL x SLX TH
OR PIPE SADDLE —
Au T' cauwTS s+a>_
BE CHANGED TO 2'
TYPICAL e 2"
SERVICE CONNECTION
A— PP- ,IROVEEDD�a DWG. ND.
-rnlol lr wove norrTro . I 7 -1
JY I JEG I TP
000
FLOAT SETTING VAULT
DIMENSIONS FOR A
DUPLEX PUMP VAULT
DWG NO.
T�" r_ 7 -14
BUC WORKS DIRECTOR GATE
DES. PBX` cm It
JY JEG TP 1 4/2007
TABLE FOR
FEEDER WIRE RUN
WIRE SIZE
012 AND COPPER
MAXIMUM DISTANCE
150 FEET
010 AWG COPPER
250 FEET
08 AWG COPPER
350 FEET
iJ
(SEE SPECIFICAIONS FOR ADDITIONAL NFORMAIIVN).
ro
9IRN� .IHT. AuRY
MIEN U
fW SFRNQ CALL
4.
0\1
an v nut
CENTERED ON
PANEL
FROM POWER
SOURCE
NOTE:
PANEL SIZE MAY VARY
DMEND14C ON MANUFACURER
DECAL - SEE
SPECIFICATIONS
BOLO 18PT.
LETBR.NG
\- PADLOCK NTH COMMON KEY
FURIISHED BY T E QTY
OF YELM
_- -ALARM LIGHT AND
SILENCE BUTTON
1 "C. 0 -012
TC STEP TANK - SIMPLEX
1'2'D, 13 -{12
TO STEP TANK - DUPLEX
1'2 ", 17-,H2
TO STEP TANK - TRIPLEX
TYPICAL PUMP
CONTROL PANEL
DWG. NO.
7 -6
)ts
JY I JEG
FIBERGLASS LID
MTH STAINLESS STEEL
BO "TS AND NEOPRENE
GASKET
5 MIN (T"R. ) —1"31/4" ALL UDS
2' MN
FlVISN GRADE -� I'. IITr.I I SLOPE TO Nq iryE
NAIVE 14 CADGE COPPER II PVC
GRADE TONING WIRE, 2' -0" O CO RISER.
STEMS
TAR, INTO RISER INC.. OR
EQUAL
1
5=
GO TANK TO
RISER ADAPTOR
(FOR USE MTM NGN- TRAFFIC BEARING TANKS)
NCTE:
RSER AND LID SHALL BE 30' ON ALL SIMPLEX PUMP VAULT INSTALLATIONS.
RISER AND ED SHAH BE 30' ON ALL DUPLEX AM TRIPLEX PUMP VAULT INSTALLATIONS.
CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL
RISER
APPROVED DWG. NO.
�-- 7-18
PUBIC WORKS DRECTOR GATE
DES.
JY JEG TP 412007
2'
WATER TIGHT
EDGE OF-)
HOUSE
CAP TYPICAL 14 PROTECTED AREAS
NON - PROTECTED AREAS (LAWNS, ETC.)
1
RLOUR SERNCE BOXES (CARSON OR RICH)
2' -0' TAIL
ABOVE
I
GROUND
-t E%ISTING GROUND
14 GA. COPPER TONING MRE
AP ONCE MOUND CLEANWT
SxARDPIPE
LEVY 4' PVC SEWER
TOP OF STEP TANG
PVC C.Q-
LINE (TVr)
DOJBLE
O TAN
2% SLOPE TO TANK
SWEEPING WE
"-- ->_:
INLET BAFFLE
FERYOD COUP] ING OR
APPROVED EQUAL
FERNCO COUPIINFV OR
APPROVED EQUAL
CEPT. OF PUBLIC WORKS
TYPICAL
CONNECTION
APPRO. D*Q. NO
h WORKS D
KS 7 -7
PUBIC RECTOR DALE
CONIRACTOR TO EPDXY TWO 1"
MANHOLE RING A40'OVER. '-1 PVO PIPE PIECES 1" LONG TO
\ FIBERGLASS LID FOR LIFTING
CONCRETE COLAR'
r 6/"�
14 GA COPPER TONING --COMPACTED SACMLL
WINE Y -0" TA'L INTO
RISER
RISER WITH FIBERGLASS
LD ORENCO SYSTEMS
INC.. OR EQUAL. L
• 21" PVC RISER REQUIRES 24' RING & CAST IRON COVER
24° PVC RISER REQUIRES 3Q" RING & ALUMINUM COVER
30" PVC RISER REQUIRES 36' RING & ALUMINUM COVER
CITY OF YELM
DEPT. OF PUBLIC WORKS
TRAFFIC BEARING
LID
8PP11011E DWG NO.
\
PUB'JC WO RKS DIRECTOR DATE 7 -19
MJY DES. DOOR CKE) CA L
JEC TP 1 4/2007
APPROVED FOR CONSTRUCTION
BY: Date:
Development Savims EnBmeel
APPROVAL EXPIRES:
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2102 CARRIAGE DRIVE,
BLDG. H,
OLYMPIA, WASHINGTON 98502
P: 360-M-1465
F: 3803524509
W W W.SHFACARRJEWELL.COM
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UT -05
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'ANEL
1 1500 CAL
CARACE
CONTRACTOR TO
.
D -1 2
60"
WALL
SHIM, ETC. TO
DIMENSICNS SHOWN.
5000
55°
ACCOUNT FOR
Z
1500, 3000, 4500
OU"
62"
62'
V -1
4CO GAL
DIFFERENT TYPES
TANK
V-21
1100 GM
9400 f,Al
CON -AINS TWO PUMPS.
Dim "A"
OF BIDING
r
APPI
\ ^. ]
DWG. N0.
THP.FF AND
12' -8°
4' PVC
(CONTRACTOR TO
PUBLIC VAR {S DIRECTOR DATE
19' -11"
19' -11'
DES.
NDUIT
FORM BOTH COIDLATS
o i
5' -8"
9' -2"
.,Y
„EG
TP
AS SHOOT FTXt BOTH
9' -7'
iQ' -tl T /2"
u
10' -5`
J,�—ELECTRICAL
$ LB
CONDUITS) —f
V -2"
4' -3"
4'-Y
S -ei 1/2-15--l-
1 6' -6'
Y -4`
7' -1"
W -4"
Omer Ueptn mm l.-
Y -o-
+' - +'
a' -1u
a' -n-
a' -v i/
A' -6-
E FROM
TO FIECTRICAL
oI
0-'-n'
e' -r'
DER HOUSE
PANEL
)NDUI-
K
E rr5
NK
N
_rr —`I
f
_
-j -FDOTING /STEM
l
TO STEP —
&
WALL
TANK
$
*LOCATION OTHER THAN GARAGE
WALL OR REMOTE POST WILL
BE CONSIDERED CN A CASE
B" CASE BASIS.
E WALL
CONTROL
TWO I
REWIRED TO SECI
CONDUIT TO WALL
,EXISTNG GROUND
a?
oi �
1 70 STEP TANK
TYPICAL PUMP CONTROL
PANEL INSTALLATION
ON EXISTING HOUSE
DM NO.
.enn., ,.,10-1. A- 7 -5
JY JEG TP
�•°^ ^"�. ^•^•- mm A` Gtevr Aaess OPrning
—�— Grout Both Sid s�— --
1 I _
-1I�
Tu
i
P oet lI
PLAN VIEIIYws
Bete S:dn
rr Wot Pwaa Aoivet To Grme
�ianal
Drat for
I
H mPe
�-91T17N7 R2ElWM
ALL STEP TANKS SHALL BE H -20 LOAD RA TANKS.
THIS PRLICY S-1ALL TAKE EFFECT ON MAY 31, 2007.
,�FNISHED GRADE WATER TIGHT LID
LID 14 MIN.P l I�14 G JAUNT RISER
WITH WATER TIGHT I
1 14 GAUGE TONING
10- GAUGE TONING I I BOX TO SERVICE
WIRE TO SS CO, ! ,,,
5` MIN BEDDING
1 C
i
71.E I
)TE 1)
L___-
CONCRETE TANKS
'VMP ASSEMBLY, SEE
DWG.
ON All TANKS LARGER THAN 1300 GALLONS
nic LENGTH OF THE DOW! TURNED INLET PIPE
WILL BE DETERMINED BY THE YELM SEWER DEPT.
NOILS:
I. DELETE BAFFLE FOR A 3000 CALLON -ANK UTUZED
1 1500 CAL
3000 CPL
0;
x500 GAL
.
D -1 2
60"
2. THE OWNER MILL REVIEW TOLERANOES IN EXCESS OF
7 '
DIMENSICNS SHOWN.
5000
55°
55"
Z
1500, 3000, 4500
OU"
62"
62'
V -1
4CO GAL
GAL
TANK
V-21
1100 GM
9400 f,Al
CON -AINS TWO PUMPS.
1 C
i
71.E I
)TE 1)
L___-
CONCRETE TANKS
'VMP ASSEMBLY, SEE
DWG.
ON All TANKS LARGER THAN 1300 GALLONS
nic LENGTH OF THE DOW! TURNED INLET PIPE
WILL BE DETERMINED BY THE YELM SEWER DEPT.
NOILS:
I. DELETE BAFFLE FOR A 3000 CALLON -ANK UTUZED
8D0
I NO
AS A TRIPLEX PUMP VAULT.
CITY OF YELM
1 2"
2. THE OWNER MILL REVIEW TOLERANOES IN EXCESS OF
DEPT. OF PUBLIC WORKS
DIMENSICNS SHOWN.
5000
-
70W
Z
1500, 3000, 4500
CALLON
3. THE TRIPLEX PUMP VAULT REOUIRES TWO VAU_TS
i9eI
7mve,
AND TWO COMPLETE RISERS. ONE VAULT CONTAINS
STEP TANK /PUMP
TANK
FLOATS AND ONE PLMP. THE SECOND VALLT
81e.q
618MA
CON -AINS TWO PUMPS.
Dim "A"
Y -O"
4. GALLON 0411 LARGER SHALL HAVE
APPI
\ ^. ]
DWG. N0.
THP.FF AND
12' -8°
q
7- 1
13' -1"
PUBLIC VAR {S DIRECTOR DATE
19' -11"
19' -11'
DES.
DON.
CKD.
A'E
5' -8"
9' -2"
.,Y
„EG
TP
4,/2007
Li
i
non
J DETAIL 1
r ir, from,, Y Cwer
Pbl m: r =tit
as (2 Pheen On 577-Da)
- -
:.
TF w
L
-- .
Pe
^°o/ lmpeal an Re
< NILET (1--Ec -- P rvP cPl i E �t OUTLET
=r lhl L3 !
o i T��, iie" I I I I V
pp Wa[nr Dep61
-
4 t .t11 +4o d � bolt
`L LengM BoM.. sdes- -�k- -- 3 L° "91"
g
SECTM VMSW AA
Y:
0
w
Gallon Capacity
8D0
I NO
I 1W0
I 1500
1 2"
25W
1 MW
41108
5000
WW
70W
W W. Ituw Na.
T-oe
mZo,,
i9eI
7mve,
e71w,
pert
7n.
]iiM
81e.q
618MA
e7I
Dim "A"
Y -O"
T -6'
W -O"
ti' -Y
12'_8"
12' -8°
113 '. -1'
13' -1"
15'4"
19' -11"
19' -11'
(im `tl'
Oim `C`
4' -!"
7' -0"
4' - ®•
]' -0"
5' -0 "
9' -2`
5' -8"
9' -2"
6' -8'
e' -Q'
fi' -R'
W -D'
8' -0"
1 a'-7"
8' -0"
8' -7"
9' -7'
iQ' -tl T /2"
91-1110-11,
10' -5'
10' -5`
Rim `a"
Y -7"
r -e`
V -2"
4' -3"
4'-Y
S -ei 1/2-15--l-
1 6' -6'
Y -4`
7' -1"
W -4"
Omer Ueptn mm l.-
Y -o-
+' - +'
a' -1u
a' -n-
a' -v i/
A' -6-
4 --p
n' -Y
oI
0-'-n'
e' -r'
F
II
w
L —_ —_I _J
151'
TOP VIEW
2'.4' _ ADAPTER
rT
/4 REBAR 016' OC
13 REBAR 018' OC
1 1
s�
t! o
�3 1/Y TAPER
151' TANK WT. APPROX.
19,000 LBS.
SIDE VIEW
3000 GALLON TYP. STEP /PUMP TANK
NOT TO SCALE
RIM= 351.10 CONTRACTOR
TO VERIFY WITH FINAL
GRADING
C ' v''", CM
RIM = 351.10 CONTRACTOR
24" TO VERIFY WITH FINAL
RISER GRADING RISER
OF OF TANK = 336.00
32' =2534 GALLONS 4' WORKING VOLUM
EMERGENCY STORAGE 1 `426 GALLONS
a° \ `FLOAT ON
2/3 TANK FLOAT OFF
CAPACITY 56" =5040 GALLONS DETENTION
BOTTOM OF TANK = 328.00
24' -11'
REWIRED Irk 1rx 12' DEADW
v
SEE CITY OF YELM STANDARD
DETAIL 7 -19 FOR RISER AND H -20
LOAD BEARING MANHOLE RING AND
COVER. (TYP OF 3 PER TANK)
LCA�PZ�TY
BAFFLE WALL AN
ORFICE PER COY
SEWER WIDOUN
RIBMI ED, WIT WIT 1r OEOPIN
10,500 SF RETAIL BLDG STEP SYSTEM
NOT TO SCALE
NOTES:
® HOLD DOWN STRAP CLIP
► 4 HOLD DOWN STRAP LOCATION
0 TYPE "13" LIFT LUG - SO
TYPE '13' LIFT LUG - HD
RIM = 350.96 CONTRACTOR
TO VERIFY WITH FINAL
GRADING
RIM=
24'
RISER
RIM =350.96 COd1IRACTOR
TO VERIFY WITH FNNAL 30'
NG RISER
DE TANK = 336.00
32' =2534 GALLONS 4' WORKING \
EMERGENCY STORAGE 1 426 GALLONS
c0 \ `OAT ON
2/3 TANK _FLOAT OFF
CAPACITY 56" =5040 GALLONS DETENTION
BOTTOM OF TANK = 328.00
24r
111 1r: Irk Ir DEADMAN
1/3 TANK
CAPACITY
SEE CITY OF YELM STANDARD
DETAIL 7 -9 FOR DUPLEX PUMPING
SYSTEM REOUIREMETNS. SEE
STANDARD DETAIL 7 -14 FOR
FLOAT SETTINGS
-- SEE CITY OF YELM STANDARD
DETAILS AND TANK MANUFACTURE
SPECIFICATIONS FOR INSTALLATION
OF BIOTUBE AND PUMP SYSTEM.
STEP TANK VOLUMES
DETENTION VOLUME 5040 GALLONS
WORKING VOLUME 426 GALLONS
EMERGENCY VOLUME 2534 GALLONS
OC; Id .TO rf(*A4f .
SEE CITY OF YELM STANDARD
DETAIL 7 -19 FOR RISER AND H -20
LOAD BEARING MANHOLE RING AND
COVER. (TYP OF 3 PER TANK)
BAFFLE WALL AN
ORFICE PER COY
SEWER GUIDELINE
F1191 ED 12"x Irk 1r DEA IAN
7,880 SF RETAIL BLDG STEP SYSTEM
NOT TO SCALE
NOTES:
® HOLD DOWN STRAP CLIP
1-4 HOLD DOWN STRAP LOCATION
0 TYPE "13' UFT LUG - SD
TYPE "13" UFT LUG - HD
SEE Cl TY OF YELM STANDARD
DETAIL 7 -9 FOR DUPLEX PUMPING
SYSTEM REMIIREMETNS. SEE
STANDARD DETAIL 7 -14 FOR
FLOAT SETTINGS.
SEE CITY OF YELM STANDARD
DETAILS AND TANK MANUFACTURE
SPECIFICATIONS FOR INSTALLATION
OF BIOIUBE AND PUMP SYSTEM.
STEP TANK VOLUMES
DETENTION VOLUME: 5040 GALLONS
WORKING VOLUME: 426 GALLONS
EMERGENCY VOLUME: 2534 GALLONS
No ( fowl wal
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APRIL
APPROVED FOR CONSTRUCTION JOB N,
1290-0
DI
BY: Date: 1290-0
Development Services Engineer DRAW
APPROVAL EXPIRES:
SHEET
DRIVE,
Lu
N
m
XQo
m u z
W Lu to
I On
L) Lu
W
W
v
V, �I
GE eq AT RBL 0-••i r
F rAr. SGNE ACO3eN0.Y
UT-06
16 K 18
D"Im QrIMA:
Notes:
UlWOrm Plum3ing [fiD0 - Pppennie el
1.
Lonemte: 28 leNB 5[renglN I'D .+ 4300 poi
Number Of Meals Wont® Row Retention Siomge
Z
-,5 5 Gnil
rsefwe: Astir A -616 waae 66
a
�COpociq
Per Peek tours w Rao w lime s Footer M GMlama
AfirM A -165 Lra4 0-5
a,
DeeiOn: ACT- 318 -02 Bwiwine Code
"Mieimem
m
ASM C - @'$) SINUUmI Dieter
taeein, For Unaerepeand Preeeei I nerte
d
u ou snueref
'=
I.PI N -20 TrI iAbI w/ .16R ImpI Per 1A$HT4
w
GREASE
INTERCEPTOR
B
e
Fit w/ CPaan Water Prior To Stare -up Of Sntem
&; %rs,�rTO , 15he11 H °C4 a ®;I °9 Terse
w
W
sePVra4 side 5,n
In
NOT TO SCALE
n
SCALE: 318'
N
K
E rr5
&
CALL BEFORE YOU DIG
$
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL
w
UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
z
EXCAVATION.
F
II
w
L —_ —_I _J
151'
TOP VIEW
2'.4' _ ADAPTER
rT
/4 REBAR 016' OC
13 REBAR 018' OC
1 1
s�
t! o
�3 1/Y TAPER
151' TANK WT. APPROX.
19,000 LBS.
SIDE VIEW
3000 GALLON TYP. STEP /PUMP TANK
NOT TO SCALE
RIM= 351.10 CONTRACTOR
TO VERIFY WITH FINAL
GRADING
C ' v''", CM
RIM = 351.10 CONTRACTOR
24" TO VERIFY WITH FINAL
RISER GRADING RISER
OF OF TANK = 336.00
32' =2534 GALLONS 4' WORKING VOLUM
EMERGENCY STORAGE 1 `426 GALLONS
a° \ `FLOAT ON
2/3 TANK FLOAT OFF
CAPACITY 56" =5040 GALLONS DETENTION
BOTTOM OF TANK = 328.00
24' -11'
REWIRED Irk 1rx 12' DEADW
v
SEE CITY OF YELM STANDARD
DETAIL 7 -19 FOR RISER AND H -20
LOAD BEARING MANHOLE RING AND
COVER. (TYP OF 3 PER TANK)
LCA�PZ�TY
BAFFLE WALL AN
ORFICE PER COY
SEWER WIDOUN
RIBMI ED, WIT WIT 1r OEOPIN
10,500 SF RETAIL BLDG STEP SYSTEM
NOT TO SCALE
NOTES:
® HOLD DOWN STRAP CLIP
► 4 HOLD DOWN STRAP LOCATION
0 TYPE "13" LIFT LUG - SO
TYPE '13' LIFT LUG - HD
RIM = 350.96 CONTRACTOR
TO VERIFY WITH FINAL
GRADING
RIM=
24'
RISER
RIM =350.96 COd1IRACTOR
TO VERIFY WITH FNNAL 30'
NG RISER
DE TANK = 336.00
32' =2534 GALLONS 4' WORKING \
EMERGENCY STORAGE 1 426 GALLONS
c0 \ `OAT ON
2/3 TANK _FLOAT OFF
CAPACITY 56" =5040 GALLONS DETENTION
BOTTOM OF TANK = 328.00
24r
111 1r: Irk Ir DEADMAN
1/3 TANK
CAPACITY
SEE CITY OF YELM STANDARD
DETAIL 7 -9 FOR DUPLEX PUMPING
SYSTEM REOUIREMETNS. SEE
STANDARD DETAIL 7 -14 FOR
FLOAT SETTINGS
-- SEE CITY OF YELM STANDARD
DETAILS AND TANK MANUFACTURE
SPECIFICATIONS FOR INSTALLATION
OF BIOTUBE AND PUMP SYSTEM.
STEP TANK VOLUMES
DETENTION VOLUME 5040 GALLONS
WORKING VOLUME 426 GALLONS
EMERGENCY VOLUME 2534 GALLONS
OC; Id .TO rf(*A4f .
SEE CITY OF YELM STANDARD
DETAIL 7 -19 FOR RISER AND H -20
LOAD BEARING MANHOLE RING AND
COVER. (TYP OF 3 PER TANK)
BAFFLE WALL AN
ORFICE PER COY
SEWER GUIDELINE
F1191 ED 12"x Irk 1r DEA IAN
7,880 SF RETAIL BLDG STEP SYSTEM
NOT TO SCALE
NOTES:
® HOLD DOWN STRAP CLIP
1-4 HOLD DOWN STRAP LOCATION
0 TYPE "13' UFT LUG - SD
TYPE "13" UFT LUG - HD
SEE Cl TY OF YELM STANDARD
DETAIL 7 -9 FOR DUPLEX PUMPING
SYSTEM REMIIREMETNS. SEE
STANDARD DETAIL 7 -14 FOR
FLOAT SETTINGS.
SEE CITY OF YELM STANDARD
DETAILS AND TANK MANUFACTURE
SPECIFICATIONS FOR INSTALLATION
OF BIOIUBE AND PUMP SYSTEM.
STEP TANK VOLUMES
DETENTION VOLUME: 5040 GALLONS
WORKING VOLUME: 426 GALLONS
EMERGENCY VOLUME: 2534 GALLONS
No ( fowl wal
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APRIL
APPROVED FOR CONSTRUCTION JOB N,
1290-0
DI
BY: Date: 1290-0
Development Services Engineer DRAW
APPROVAL EXPIRES:
SHEET
DRIVE,
Lu
N
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XQo
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W Lu to
I On
L) Lu
W
W
v
V, �I
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$ CALL BEFORE YOU DIG
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL
Y UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
0 R LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
s EXCAVATION.
SEC 29, T 17 N, R 2 E, WM
30' 0 30' so'
SCALE: 1' =30'
Scale FEET v
LEGEND: I 1�
0--0
PROPOSED SINGLE MOUNTED ILLUMINATION POLE
CIRCUIT
N0.
P
FIXTURE
TYPE
W
CONDUIT
SIZE'
REMARKS
CL
r AWG
-0-0
PROPOSED DOUBLE MOUNTED ILLUMINATION POLE
1
�
N
W
25'
N/A
0
PROPOSED BOLLARD LIGHTING
1
1 1
..1
®
FIBERGLASS JUNCTION BOX
1
ILLUMINATION
STA. 5 +26, 283' R
FIXED
J
A
1
z
w
- _
CONDUIT
STA: 4+00, 28S R
FIXED
A
i
KSF3- 100W -MH
U
O
CONSTRUCTION NOTE
STA. 2 +74, 283' R
FIXED
A
1
KSF3- 100W -MH
SP
U
CONSTRUCTION NOTES: Q
L1 FURNISH AND INSTALL FOUNDATION AND LIGHT
STANDARD PER MANUFACTURERS RECOMMENDATIONS,
SEE LIGHTING SCHEDULE THIS SHEET. u
O RATED FOR STREET UGHTING J OX LOCATIONS ARE AI �I ELL JUNCTION BOX
SHOWN FOR INFORMATIONAL )'URPOSES ONLY. THE 2102 CARRIAGE DRIVE, G
CONTRACTOR SHALL ADJUST LOCATIONS AS • BLDG. H,
NECESSARY TO PREVENT CONFLICTS WITH OTHER OLYMPIA, WASHINGTON 98502
UTIUTIES P: 3603524465
F: 360352 -1509
WWW.SHEACARRJEWELLCOM
WIRING SCHEDULE
RUN
CIRCUIT
N0.
WIRE /CABLE
FIXTURE
TYPE
W
CONDUIT
SIZE'
REMARKS
CL
r AWG
# AWG
ITIGADWG
1
�
N
W
25'
N/A
K
CONSTRUCTION NOTES: Q
L1 FURNISH AND INSTALL FOUNDATION AND LIGHT
STANDARD PER MANUFACTURERS RECOMMENDATIONS,
SEE LIGHTING SCHEDULE THIS SHEET. u
O RATED FOR STREET UGHTING J OX LOCATIONS ARE AI �I ELL JUNCTION BOX
SHOWN FOR INFORMATIONAL )'URPOSES ONLY. THE 2102 CARRIAGE DRIVE, G
CONTRACTOR SHALL ADJUST LOCATIONS AS • BLDG. H,
NECESSARY TO PREVENT CONFLICTS WITH OTHER OLYMPIA, WASHINGTON 98502
UTIUTIES P: 3603524465
F: 360352 -1509
WWW.SHEACARRJEWELLCOM
WIRING SCHEDULE
RUN
CIRCUIT
N0.
WIRE /CABLE
FIXTURE
TYPE
POLE
TYPE
CONDUIT
SIZE'
REMARKS
@2 AWG
r AWG
# AWG
ITIGADWG
1
KSF3- 100W -MH
SP
25'
N/A
STA. 5+89, 136' R
FIXED
1
1 1
..1
'KSF3- 100W -MH
2
1
ILLUMINATION
*ALL CONDUIT SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED.
4.
LIGHTING SCHEDULE
N
CIRCUIT
N0.
SERVICE
N0.
FIXTURE
TYPE
POLE
TYPE
POLE
HEIGHT
TENON
TYPE
STATION
BASE
STYLE
a
A•
1
KSF3- 100W -MH
SP
25'
N/A
STA. 5+89, 136' R
FIXED
LU
A
..1
'KSF3- 100W -MH
SP
25'
N/A
STA. 5 +26, 283' R
FIXED
J
A
1
KSF3- 100W -MH
SP
STA: 4+00, 28S R
FIXED
A
i
KSF3- 100W -MH
SP
25'
N A
STA. 2 +74, 283' R
FIXED
A
1
KSF3- 100W -MH
SP
25'
N A
STA: 2 +52, 165' R
FIXED
A
1
KSF3- lO0W -MH
SP
25'
N A
STA:3 +68, 96' R
FIXED
A
1
KSF3- 100W -MH
SP
25'
--N 7A—
STA. —5+26,455' R
FIXED
A
1
KSF3- 10OW -MH
SP
25'
—37A
STA: 4+00 455' R
FIXED
A
1
KSF3- 1OOW -MH
SP
25'
N/A
STA. 2 +59 455' R
FIXED
JA- 114012 -] IM ILWI
N 01.57'11' E FOR THE WEST LINE OF THE
NORTHWEST QUARTER OF SECTION 29 BETWEEN
THURSTON COUNTY PUBLISHED MONUMENTS 788
AND GPS2.
WASHINGTON STATE PLANE COORDINATE SYSTEM
SOUTH ZONE (NAD 83/91)
VERTICAL DATUM
NAVD 88
THURS70N COUNTY PUBLISHED BENCHMARK / 784A
FIVE CORNERS. YELM AVE. BALD HILL ROAD & GREEK STREET. POINT
FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF
TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD.
ELEVATION = 359.66
c c
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APPROVED FOR CONSTRUCTION Job N«
1290 -01
DRAWNG FILE No:
BY: Date: 1290.01 -IL -01
Development Services Engincer DRAWNG Na
APPROVAL EXPIRES: IL -01
SHEET No: 17 K
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1290 -01
DRAWNG FILE No:
BY: Date: 1290.01 -IL -01
Development Services Engincer DRAWNG Na
APPROVAL EXPIRES: IL -01
SHEET No: 17 K
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APPROVED FOR CONSTRUCTION JOB No:
1290-01
DRAPING FILE No:
BY: Date: 1290 -01 -IL -02
Development Semi= Engineer DRAPING NY
APPROVAL EXPIRES: IL -02
SHEET No: ..