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PROJECT TEAM

OWNER

ARCHITECT

STRUCTURAL ENGINEER

CIVJL ENGINEER

LANDSCAPE ARCHITECT

SOILS ENGINEER

ENERGY ENGINEER

GENERAL CONTRACTOR

PACIFIC CREST INDUSTRIED 24602 PACIFIC HIGHWAY SOUTH KENT, WASHINGTON 98032

LANCE MUELLER & ASSOCIATES 130 LAKESIDE, SUITE 250 SEATTLE, WA 98122 206.3252553 FAX 206.328.0554 CONTACT PERSON: TOM ZANDER

ENGINEERS NORTHWEST 6869 WOODLAWN A'lf.. NE SEAffiE. WASHINGTON 98115 206.525.7560 CONTACT PERSON: BOB RAJCHLE

BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND A'lf.NUE SOUTH KENT, WASHINGTON 98032 425.251.6222 FAX 425.251.8782 JASON HUBBELL

TEUFEL LANDSCAPE 6303 233 PLACE SE WOODINVILLE, WA 98072 425.482.1112 CONTACT PERSON:

EARTH CONSULTANTS 1805 136PL NE SUITE 201 425.643.3780 FAX 425.746.0860 CONTACT PERSON: KYLE CAMPBELL

FRANKUN ENGINEERING 625 FOURTH AVENUE sum: 202 425.827.3324 FAX 425.827.6252 CONTACT PERSON: NATALIE THROWER

PANATTONI CONSTRUCTION CO. 16400 SOUTHCENTER PARKWAY, SUITE 502 SEATTLE. WA 98188 206.838.3840 CONTACT PERSON: JOSH KOMP

'--------- - ------------ -- ------ -·--------- ---

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-- -------- ---- . --------- -----------r------------------------------------·----------~-- -----------------------------------------------------------·· ----- --1 PARK LEGAL DESCRIPTION

A pa<:el of 1'"1d beirg a portion of Sections 23 ard 24, T<>NnSl"ip 20 Notttl, Rarge 4 East of the Wllcmette Meridi<:ri, and a p::rtioo of the J.W. M:Carty O:nation Land Claim and A M:nison Dcretioo Larr:f Claim, In Pie-re COunty, V\.Qshirgton, described as folo.w:

COMl.ENCING al the Noltheast comer of Section 14, TC>M1$hp 20 North, Range 4 East, Wlla'nette Meridian; THEt£E South OOQ 02' 41" East alorg the East lined said Section 14, a distance ct 1445.67 feet toa pcintonthe North line eslablisted by Pierre COu1ly ~Co.rt cause No. 33600; THENCE North 89° 47 41" V'"'5t alorg the North line eslablish!d by Pierre County Sl.!>efior Court Cause No. 33600, a dislaloeof 1151.19 feeUothe E'"""1y right-of"M1Yof Valley Awm.e; THENCE Sruth 08" 54' 21" East along said right-of._, a distance of 386.07 feet; THENCE arourw:f a rurw to the left, the centef of whid1 tears ~ 81" 05' 39" East having a racius of 1134.00, cailainirg a oentral aaje of 02" 53' 15", an arccislance of 57.15 feet; THENCE Sa.ih 11" 47 35" East along said right-of""'Y, a distance of620.98 feet; THENCE """1d a ane to the left along said Easterly r9rt-of"""Y, the certer of wtich beers Nath 80"' 38' 46" East ha\lil"{I a radLB cl 691.70 feet, CXJl"ltaining a CEl1tral aigle of 13" 54' 48", halArg a arc Cislar<e of 167.97 feel; THENCE Sa.ih 23' 16' 02" East along said Easteriy riglt-of""'Y ""'JJn, a distance of 917.88 feet; THENCE aoond a OJM> to the rigl"t, alorg said EaslElty right-of""'Y ""'JJn, the center of wtich beers Sooth ea• 43' 58" W!st, ha\lirg a racius of 758.00 feel, cortaining a oentral angle ol 24° 25' 53", an arcdstance of 323.22 feet; THENCE Sooth 01" 09 51" V'"'5t along the Easter1y right-d""'Y margin of said valley Hi!f"MlaY, a distanceof 673-41 feel, to the North line of J.W McCarty Daiatiai la'd Clam; THENCE Ncrth 89" 31' 47" East alona the North line of said D.L.C., a distance of 225.41 feet to a pcint that is 788.63 feel Easterly as rneascred alorg the North line of said D.LC. horn the Northve;t. romer of J. w. McCarty o. LC. as marked 'With a stone rrontment; THENCE South 00" m 13" East, a right angles to the North line a said D.LC., a distance of 267.90 feet; THENCE South 89"' 31' 4r V\est, parallel to the North lined said D.L.C., a distanced 233.06 feet to the Easterly right-of-way margin of Valley Avenue; THENCE Sruth 01" 09 51" w.st, a dislance o16223 feel, THENCE aromd a OJM! to the left, the center of IM!ich beers Sruth 88" 50' 09" East ha\lirg a radius of 1403.00 feet and cortairirga central angle of DB° 13' 44", an arcdslance ct 201.50 feet; THENCE Sruth 07" 03' 53" East, a dislar<e of 135.98 feet; THENCE Sooth 89° 51' 49" East, a dislaloe of295.16feet; THENCE South 07" 03' 53" East, a distalceOf 123.00tee:totheTRUE POINTOF BEGINNING; THENCE CONTINUING Soulh 07' 03' 53" East 172.19feel, THENCE North 89" 51' 49" w.st, a distance of 295.16 fee: to the Easterly right-of""'Y nagn ol valley Averue; THENCE Sruth 07" 03' 53" East along sad E'"""1y rigtit-of"""Y margin. a distance of 327.93 feet; THENCE arouid a rur..oe to the left. the center of VvtliCh beer's North 82" 56' 07" East, teving a ra<lusof 114860 feel, oontainirg a central angle of 21' 2T 12', an arc distance of 430.07 feet; THENCE Sruth 28° 31' 05~ East along said Easterly right-of-way msrgin, a distanced 277.'Zl feet; THENCE LEAVING sad margin Not1h 61° 28' 55" East. 312.14 faettoa p(jntof ruMllure THENCE Northeasterly akrg lhe arc cl a a.rve to the left: havirg a ra:ius Of 50.00 feet, thrrugh a central angle of 62" '51' 52" a'd ai arc length or 54.95 feet to a point of reverse runiature; eslaJ:jish!d bv Suoetior Court cause Na 197166; along said vvestem ri9'1t-of-wa.y margin of SR-167 the following bearings and distance; THENCE Norther1y THENCE North 01 • 04' 06" West, a distance Of 115.00 feet: THENCE North 00° 38' 04" East. a distance of600.08 feet; THENCE North 69° 06' 08" West, a distance of 91.18 feet THENCE North oo· 11' 57# vvest, a THENCE Norther1y, Easterty, and Souther1y along the arc of a curve to the right having a radius Of 60.00 feet, through a central angle of 180° 11' 47" and an arc length of 188.70 feet; THENCE South 89° 15' 26" west, 537.52 feet to the Westerly right-of-way margin of SR-167, as distance a 60.00 feet; THENCE LEAVING said margin South 87 37' 06" West, 494.73 feet; THENCE North 89" 25' 52" West, 292.61 feet; THENCE North 38° 04' 14" West, 192.83 feet to the TRUE POINT OF BEGINNING.

Said parcel being a portion of Parcel "A", as shown on Record of Survey recorded Wlder RecordinJ?: No. 9005210305, Records of Pierce Countv, Washi~on

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LEGEND

II' ~1-1 Tl _'1-, --1-. .

c:-::>«l !~I

~ !0 01 I.; .. : .... ; .. · · ... · : .. ; .. ; .. ; .. :.: .... ;I

II II

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~ 11111111111111111 r77////J

EARTH

GRAVEL/ROCK

CONCRETE

ASPHALT PAVING

WOOD FRAMING

BLOCKING OR SHIM

FINISH WOOD

GLASS( ELEVATION)

GLASS( SECTION)

GYPSUM WALL BOARD

CAULKING/SEALANT

PLYWOOD

BRICK

ACOUSTIC TILE

RIGID INSULATION

BATT INSULATION

METAL

10I t DOOR NO.

S ELEVATION

SHEET NUMBER

0 0--

® A

DETAIL

SHEET NUMBER

SECTION

SHEET NUMBER

( )

T

s

DOOR TAG

INTERIOR ELEVATION

DETAILS

BUILDING SECTIONS

REVISIONS

WALL TYPES

ENLARGED PLANS /DETAILS

COLUMNS OR GRID LINES

TEMPERED GLASS

SPANDRAL GLASS

+... '° ,0 • .----- FINISH GRADE ~ - EXISTING GRADE

(50.00')

VICINITY MAP

CODE DATA FOR CITY USE ONLY

I. CONSTRUCTION TYPE - SB (FIRE SPRINKLER E&FR SYSTEM! 2. OCCUPANCY CLASS - 5, B AND_£_ 3. SEPARATION ALL SIDES - UNLIMITED AREA

!NON-6UILDA6LE REcEFT ACLE EASEMENT& WITHIN FARKJ 4. ISC 2<!>'2'3 S. ZONE DISTRICT - M-1 6. BUILDING AREA - l8S,e>e>o SF. 1. LOT SIZE - 311,418 SF. 8. LOT COVERAGE • 4S% S. LANDSCAPE REQUIRED AT 10% ' 31,142 5F

LANDSCAPE SHOIJ.N • 38,IS2 5F 10. PARKING SHOWN - 222 CARS

SPECULATIVE PARKING REQUIREMENTS CREST OFFICE AREA - 11,<Z>3<Zl 5F e 2.Sll<Zle>e> • 43 CREST MANF. AREA - 121,3l<Zl 5F e 2.Slll?>O<Zl • 121 SPEC AREA - 4S2S<Zl 5F • llle><ZlO • 2S

TOTAL REQUIRED ' ISS

GENERAL NOTES

A REQUIRED HYDRANTS FER CITY ORDINANCE TO 6E OPERATIONAL PRIOR TO COM-6USTISLE BUILDING MATERIALS DELIVERED TO SITE. FIRE FLOW AS REQUIRED.

HYDRANT LOCATIONS 514ALL SE APPROVED 6Y FIRE DEPARTMENT. 6. 6UILDING ADDRESS AT AN -:;/.'f

APPROVED LOCATION WIT'-l MINIMUM ~-INCH HIGH Nl.NBER n'1 CONTRASTING COLOR C. SPRINKLER SYSTEMS SHALL COMFL Y WITH 1'.FPA AND 6E APPROVED 6Y FIRE

DEPARTMENT AND Jee. QUICK RE5FONSE HEADS FER EVACUATION ASSISTANCE AREA EXCEPTION. FOR BLDG. SHELL AND OF!'lcE IMPROVEMENTS

D. FORT ABLE FIRE EXTINGUISHERS FER NFFA AND IEIC IN CONSTRUCTION 514ACK. FEl<l"1ANENT EXTINGUISHER 6Y OIJ.NER • 3J?X)e> SF. MAX AREA WITH 15' MAXIMUM TRAVEL DISTANCE.

E. TENANT IMFROVEMENTS TO HAVE APPROVAL OF 6UILDINGA'IRE DEPARTMENT PRIOR TO CONSTl'i!.ICTION OR OCCUPANCY AND FER SEPARATE FEl<t11T.

F. NO OCCUPANCY PRIOR TO 155UANCE AND CERTIFICATE OF OCCUPANCY. G. 5FECIAL TEST LABORATORY INSPECTION REQUIRED FOR ALL SITE ll.ELDING, HIGH

STRENGTH SOL TING AND ALL &Ti'i!.ICTURAL CONCRETE. H. SUSPENDED CEILINGS TO SE DESIGNED FOR EARTHQUAKE ZONE Ill, 5USMIT CALCS

TO CITY AND ARCl-llTECT FOR APPROVAL. !T.IJ I. CONTRACTOR TO VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. J. P!WVIDE APPROVED MONITORED ALAl<t15YSTEM TO A 5UFERVISED APPROVED CENTRAL STATION.

K P!WVIDE APPROVED '-lOSE 5TATION5 FER ORDINANCE • W.S.RS. L. ALL CONCRETE WORK IN EXCESS OF 2r:wx?) Pel SHALL SE INSPECTED SY TESTING

LAS. M. FOUR NO CONCRETE WHEN THE ANTICIPATED SITE TEMPERATURE WILL SE SELOW

34 DEGREES DURING THE FIRST 48 HOURS OF CURl1'K#. N THE CONTRACTOR 514ALL CALL STJaJCTURAL ENGINEER FOR FIELD INSPECTIONS

PRIOR TO COVERING ROOF DECK. 0 IN THE EVENT OF FIELD E~ OR CMISSIONS THE CONTRACTOR 514ALL NOTIFY

THE ARCHITECT AND MAKE NO REPAIRS WITHO.JT HIS REVIEW. F. SOIL ENGINEER TO VERIFY SOIL ElEARING PRIOR TO POURING OF FOOTINGS. Q. SOIL ENGINEER TO IN5FECT AND APPROVE SUILDING FAD AND FOOTINGS PRIOR TO

POURING FLOOR R SOIL ENGINEER To INSPECT AND AFFFIOVE FAV11'K# AREAS

PRIOR TO PAVING. S. CONTRACTOR SHALL COORDINATE THE U.ORK OF ALL TRADES TO AVOID INTERFERENCE

ElETILEEN DIVISIONS OF THE WORK.

T. CONTRACTOR TO P!WVIDE ALL WORK, SERVICES, AND MATERIALS NECESSARY TO CONSTl'i!.ICT A COMPLETE OPERATING FACILITY.

U. THE CONTRACTOR 514ALL AFFL Y AND SECURE ALL OCCUPANCY, SEILER, STOl'l'1, WATER ELECTRICAL AND OTHER FEl<t11T5 EXCEPT 6UILDING FEl<l"11T. HE 514ALL FAY ALL NECESSARY FEES AND POST SONDS REQUIRED.

V. FUTURE TOILETS TO COMPLY WITH WASHINGTON STATE SARRIER FREE CODE. W. ALL EXPOSED INSULATION SHALL MEET F-5. 2S REQUIREMENTS AND 5MOKE DENSITY

NOT TO EXCEED 4SO?> WHEN TESTED IN ACcORDANCE WITH U6C STANDARD NO. 8-1 X. INST ALL ALL INSULATION ONLY AFTER MOISTURE CONTENT ON ALL MEMBERS IS

LESS THAN IS%. PROVIDE TESTING LAS REPORTS VERIFYING TESTING TO THE CITY AND TO THE ARCHITECT'S OFFICE. (INTERIOR 0NL Y!

Y. ALL WALKIN6 SURFACE SLOPES IN DIRECTION OF TRAVEL FOR HANDICAP ACCESS TO BE h2e> OR LESS EXCEPT ld2 WHERE HANDRAILS ARE USED. !EXCEPT AS NOTED!

DEFERRED SUBMIITAL UST

I. MECHANICAL - SY WASH. STATE LICENSED ENGINEER 2. ELECTRICAL - SY WASH. STATE LICENSED ENGINEER

~3. FIRE SPRINKLER - 6Y WASH. STATE LICENSED ENGINEER - 4. 5MOKE DETECTORS AND MONITORING

S. ENGINEER STAMPED TRUSS DRAWINGS 6. ROOF HATCH 1. AREAS OF EVACUATION ASSISTANCE - P!WVIDE QUICK RESPONSE llf'RINKLER

HEADS IN LIEU OF AREAS OF EVACUATION ASSISTANCE. TENANTS OR USER OF SUILDING TO P!WVIDE WRITTEN LIFE SAFETY FLAN ACCEPT ABLE TO 6UILDIN6 OIJ.NER AND LOCAL 6UILDING DEPARTMENT PRIOR TO OCCUPANCY AND 155UANCE OF CERTIFICATE OF OCCUPANCY FROM CITY.

8. EXTERIOR PRE-FAS STEPS. ~ ROOF MANUFACTURER'S NAME, PRODUCT NAME AND NUMSER AND

IC60 APPROVAL NUMBER l<Zl. CONCRETE DESIGN MIX.

Smok~ \J-en"ts In F-j_ poni'on per ~Fe 1/a.-;J. 5UBMITIAL DOCUMENTS FOR DEFERRED SUSMITTAL ITEMS 51-lALL BE 5USMITTED TO THE ARCHITECT OR E1'K#INEER OF RECORD, ~ 514ALL REVIEW THEM AND FO!<IJJARD THEM SACK TO THE GENERAL CONTRACTOR WHO WILL DELIY'OR THEM TO THE ESUILDll>K; OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED 5USMITTAL DOCUMENTS HAY'O BEEN REVIEILED AND THAT THEY HAY'O 6EEN FOUND TO 6E n'1 GENERAL COJ>f'Ol<MANCE WITH THE DESl<;N OF THE ESUILDING. THE DEFERRED 5U6MITT AL ITEM& 514ALL NOT 6E INSTALLED UNTIL THEIR DESl<;N AND 5USMITT AL DOCUMENTS HAY'O BEEN APPROVED 6Y THE 6UILDl1'K# OFFICIAL.

SICYCLE PARKING • 2<Zl --· _____ _J___ ·--~-- ···----· ·-·-- ----··-- ------·· ·--··· ------------·· -- --------- ·---

CIVIL

INDEX OF DRAWINGS AO COVER SHEET

C1 OF 9 C2 OF 9 C3 OF 9 C4 OF 9 C5 OF 9 C6 OF 9 Cl OF 9 CB OF 9 C9 OF 9

CO'lf.R SHEET GRADING AND STORM DRAINAGE PLAN WATER AND SANITARY SEWER PLAN CONSTRUCTION NOTES AND DETAILS STORM DRAINAGE DETAILS WATER NOTES AND DETAILS WATER DETAILS SANITARY SEWER NOTES AND DETAILS SANITARY SEWER PROFILE

ARCHITECTURAL A 1.1 SITE PLAN A 1.2 SITE DETAILS A2. I FLOOR PLAN A2.2 ROOF AND ENLARGED PLANS A3.1 BUILDING ELEVATIONS A4. I WALL SECTIONS A4.2 WALL SECTIONS A4.3 WALL SECTIONS A5.1 SCHEDULES A6.1 DETAILS

LANDSCAPE L-1 LANDSCAPE DETAILS L-2 LANDSCAPE PLAN

STRUCTURAL S 1.0 - GENERAL NOTES

Ii

SI. I - FOUNDATION PLAN Sl.2 - ROOF FRAMING PLAN Sl.3 - MEZZANINE FRAMING PLAN & SECTIONS S2. I - ROOF FRAMING SECTIONS S3. 1 - FOUNDATION SECTIONS S4. I - P.C. PANEL ELEVATIONS S4.2 - P.C. PANEL ELEVATIONS S4.3 - P.C. PANEL ELEVATIONS

ENERGY CODE

ENVELOPE UA CALCULATION& - ATTACl-IED LIGHTING SUMMERY - ATTACHED VENTILATION 6Y EXHAUST FANS AT O.OS CFM I SF. MINIMUM

SPECIAL INSPECTIONS

IN ADDITION TO THE REGULAR IN&FECTIONS, Tl-IE FOLLOWING ITEMS WILL ALSO REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH &Ee. 11<Zll OF THE UNIFORM BUILDING CODE.

SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION STl<lJCTURAL CONCRETE OVER 2S<Zl'1> PSI FIELD ll.ELDING HIGH-STRENGTH BOLTS EPOXY

11 '

...J Tre approval of this plan i:; subject ta aJdiciunal co11J1!i,.,,·, o

/ !i:ited in L.i;ind Use Permit No. ., .,

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1·-100· -~100 200

CALL BEFORE YOU DIG: 1-800-424-5555

LEGEND

PROPOSED TYPE II CATCH BASIN

PROPOSED TYPE I CATCH BASIN

EXISTING l'IPE II CATCH BASIN

EXISTING l'IPE I CATCH BASIN

PROPOSED STORM DRAINAGE LINE

EXISTING STORM DRAINAGE LINE

PROPOSED SANITARY SEWER LINE

PROPOSED SANITARY SEWER MANHOLE • PROPOSED SANITARY SEWER CLEANOUT •

SPECIAL NOTE: ALL EXCAVATION AND FILL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED BY TERRA AND ASSOCIATES, INC.

/ / -

COVER SHEET

_/

_J -- ------

PROPOSED BUILDING FF•59.5

/ OPENSPACE l

\

1.

2.

3.

4 .

5.

6 .

VERTICAL DA TUM: NGVD 1929

VICINITY MAP N.T.S.

HORIZONTAL DA TUM - BASIS OF BEARINGS: NORTH AMERICAN DATUM OF 1983 (ADJUSTED 1991) - NAD83 (91) WASHINGTON STATE PLANE COORDINATE SYSTEM - SOUTH ZONE THE EAST LINE OF THE NW.1/4 OF SECTION 13, T. 20 N •• R. 4 E., W.M., TAKEN AS NORTH 01·30•53• EAST (CALCULATED FROM GRID COORDINATES). BEARINGS SHOWN ARE GRID, ROTATE 01"16'19" COUNTERCLOCKWISE TO OBTAIN GEODETIC BEARINGS.

BENCHMARK= FOUND CITY OF SUMNER BENCHMARK #1. BRONZE DISC SET IN SIDEWALK 0 CURB LINE WEST END OF BRIDGE OVER STUCK RIVER, BRIDGE STREET NW CORNER OF SIDEWALK 0 RAILING. BRONZE DISK STAMPED CITY BM A 1945" a.EV.-e&ll52 FEET

CONS I RUCTION SEQUENCE SCHEDULE AND ATTEND PRE-CONSTRUCTION MEETING WITH CrTY OF SUMNER OFFICIALS.

FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS.

FLAG ALL WETLAND BOUNDARIES AND BUFFERS ASSOCIATED WITH THIS PHASE IN ORDER TO RE-ESTABLISH CLEARING, FIWNG AND GRADING LIMITS ON SITE.

CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE.

INSTALL SILT FENCE.

CONSTRUCT TEMPORARY SEDIMENT PONO AND OUTFALL

EXISTING SANITARY SEWER MANHOLE

EXISTING SANITARY SEWER LINE

0 111 111111

111111111111111111

7.

8.

////; //

INSTALL PERIMETER INTERCEPTOR DITCHES Al.ONG THE PERIMETER OF PROPOSED WORK.

ALLOW 24 HOURS FOR CITY TO INSPECT INSTAl.LED TIESC MEASURES TO ENSURE THEY AIRE ACCEPTABLE BEFORE BEGINNING ADDmONAL CONSTRUCTION.

EXISTING WATERMAIN --w---- ----w--------w--

EXISTING FIRE HYDRANT

EXISTING WATER VAi.VE

PROPOSED WATERMAIN

PROPOSED FIRE HYDRANT

PROPOSED WATER VAi.VE

PROPOSED WATER METER

PROPOSED SPOT ELEVATIONS

EXISTING SPOT ELEVATIONS

EXISTING CONTOURS --62--

PROPOSED CONCRETE - '

PROPOSED HEAVY DUlY PAVEMENT

CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190.

WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060

UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR.

UT1l..lTY CONR.JCT NOlE• CAUTIONi THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAWNG UTILrTY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTIUlY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS AIRE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND AIRE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTIRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS~ INC. AND THE CITY OF SUMNER ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEt.DING WITH CONSTRUCTION.

GENERAL NOTES: 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO WSDOT/M'WA

STANDARD SPECIFICATIONS 1998 EDmON ANO THE CITY OF S(JMNER

fprc?ARJTI~~§C~ft11'r.Jo~D~~rFP~r~E1JCE~E CITY

2. AUL MANHOLES AND CATCH BASINS SHALL BE COVERED WITH TEMPORARY COVERS WHICH SHALL ADEQUATELY PREVENT DIRT AND DEBRIS FROM BEING PUSHED INTO THEM DURING CONSTRUCTION.

3. BURIED UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THE CONTRACTOR SHALL HAVE ALL UTILITIES VARIFIED ON THE GRQUND PRIOR T\) ANY CONSTRUCTION. CALL 1-800-424--5555 FOR ONE CALL LOCATES.

4. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED ANO 1'&t~SrAWoJH1~ Wi~N~Efo~D THE CITY OF SUMNER PRIOR TO ANY

5. ALL WORKIN THE CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CrTY OF SUMNER. BONDS AND INSURANCE MUST Al.SO BE PROVIDED. CONTRACTOR TO SEND CITY OF SUMNER STREET OBSTRUCTION NOTIFICATION FORM A MIONIMUM OF 24 HOURS IN ADVANCE OF STREET OBSTRUCTION. IF DAY, TIME, OR LOCATION CHANGES A NEW FORM IS REQUIRED.

6. CURB AND GUTTER SHALL BE PER CITY OF SUMNER STANDARD DETAIL R4.

7. MONUMENTS SHALL BE INSTALLED AS PER CrTY OF SUMNER STANDARD DETAIL R2 AT ALL STREET INTERSECTIONS,__AT ANGLE POINTS AND AT POINTS OF CURVATURE IN EACH STREt.1. Al.L BOUNDARY MONUMENTS MUST BE INSTAl.LEO ACCORDING TO WASHINGTON STATE SUBDIVISIONS LAWS.

a. =~rlfwWf1G·~a°RJ0~N~~~~~lfY l~F ,igM~~~ 1fi~~roiD LETTERS.

9. STOP SIGNS AND STOP BARS MUST BE INSTAl.LED AT ALL INTERSECTIONS PER CrTY OF SUMNER STANDARDS. STREET NAME SIGNS AND STREET STRIPING AND CHANNELIZATION TO BE INSTALLED AS DIRECTED BY THE CrTY ENGINEER. SUBMIT PLANS FOR REVIEW AND APPROVAL

10. PRIOR TO ANY WORK COUMENCIN~ THE CONTIRACTOR SHALL ARRANGE A PRECONSTRUCTION MEETING AT Cl 11 HALL TO BE ATTENDED BY ALL MAJOR CONTIRACTORS REPRESENTATIVES OF INVOLVED UTILITIES AND nl~HcclU'Rs°";NS~~MCE:~LL 863-8300 TO SCHEDULE MEETING AT LEAST

11 · B~~~E Ac~~c~s~Fp~as:Jrlf~CTtHrirW~~i;~sR~HALL

DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK LISTED SHAl.L BE COMPLETED SATISFACTORILY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF SANITARY SEWER SERVICE.

I ! I ! // I I I I ; I I I I Ii II i I I 9.

10.

11.

12.

13.

TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CrTY OF SUMNER ROW. CONTRACTOR TO COORDINATE WITH CrTY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW.

PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPosmoN.

NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT.

CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED.

WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CAIRE MUST BE MADE TO MINIMIZE THE TIRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF

---·--------SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH llAY.

12. TRAFFIC CONTIROL SHALL BE MAINTAINED BY THE CONTRACTOR. CONSTRUCTION SIGN~CONES, BARRICADES AND FLAGMEN AS REQUIRED BY THE Clll. _

13. AN APPROVED COPY OF THESE PLANS WITH REVISIONS MUST BE ONSITE WHENEVER CONSTRUCTION WORK IS IN PROGRESS.

14. THE CrTY REQUIRED THE CONTIRACTOR TO PROV1DE ADEQUATE HORIZONTAi. AND VERTICAL CONTIROL AT Al.L TIMES ON SITE FOR PERIODIC SPOT CHECKS BY CrTY PERSONNEL THI~ co~ WILL CONSIST OF FRONT PROPER1Y CORNER OFFSETS 20 FEET STAKED PERPENDICULAR TO THE ROAD CENTERLINE. AUL C RVE US POINTS WILL BE STAKED.

15. STREET LIGHTS AND TIREE PLANTING IN PARKING STRIP ARE REQUIRED PER CrTY STANDARDS. SUBMIT PLANS FOR REVIEW ANO APPROVAL

16. PRIVATE UTILITY EASEMENTS FOR INGRESS ANO EGRESS AIRE REQUIRED ON THE FRONT 1 D FEET OF EACH LOT.

1 7. AN APPROVED SITE EROSION CONTROL ANO SEDIMENTATION CONTROL PLAN MUST BE SUBMITTED AND APPROVED TO CONFORM TO ORDINANCE NO. 1529.t PRIOR TO CONSTRUCTION ANO BE THE FIRST PHASE OF CONSTRUvTION.

18. PROVISIONS AIRE TO BE MADE TO MINIMIZE THE TIRACKING OF SEDIMENT BY CONSTRUCTION VEHICLES ONTO PAVED PUBLIC ROADS.

[wf~11~~.NTwJ.fE:REtPf..1.~\*1~ rs 1~o T<fiEBfu~'EE>fll~ey R %l 'ihEA HAS BEEN SWEPT.

19. AS-BUILT ORIGINAi. CONSTRUCTION DRAWINGS. (MYLAR) WILL BE SUBMITTED TO THE CITY BEFORE FINAi. ACCE:P'IAACE.

20. INSPECTION OF THE SANITARY AND STORM SEWER SYSTEM WILL INCLUDE VISUAi. INSPECTION OF THE MAIN AFTER CONSTRUCTION IS COMPLETE. VISUAL INSPECTION WILL BE BY VIDEO TAPE AND A COPY OF THE TAPE WILL BE GIVEN TO THE CITY.

21. t~EAbliJ~l'm'do~~W,~A~~rt:io%5·s8~~% ~i~~~irc.) TO

22. RETURN SILTATION CONTIROL AREAS TO ORIGINAL GROUND CONDITIONS AT PROJECT COMPLETION.

23. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR ( 4) FEET OR MORE IN DEPTH THAT DO~ NOT MEET THE OPEN PIT

§~l./l~5~1~1:5 c</f~~ .tPi-Ye:3~l?lh ITB~~~p~~siliH&RfBRAND WORKER SAFETY. All TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEAi.TH ACT, CHAPTER 49 17 RCW.

SR167

24. CrTY OF SUMNER FIRE DEPARTMENT MUST BE NOTIFIED IMMEDIATELY OF Al.L GAS UNE BREAKS.

25. CONSTRUCTION HOURS FROM 8:00AM TO 5:00PM. ANY OVERTIME INSPECTION FEES TO BE PAID BY THE CONTRACTOR. PRIOR APPROVAi. FROM THE CrTY IS REQUIRED.

26. SITE OWNER IS TO OBTAIN ALL PERMITS REQUIRED FROM THE STATE TO INCLUDE BUT NOT TO BE LIMITED TO NPDES STORM WATER GENERAL PERMIT.

27. SUBMIT LANDSCAPING PLANS FOR REVIEW AND APPROVAL IF LANDSCAPING IS TO BE COMBINED WITH THE BIOFILTRATION SWALE, IT IS TO BE CAREFULLY DESIGNED TO AVOID THE LANDSCAPING

~~N~;IH5~~Ngo;srF TH1t'Es~.ap:toR2~~ I~b1 W.ooo. 28. SUBMIT REPORT ~SOILS ENGINEER FOR REVIEW AND APPROVAi. OF

CrTY ENGINEER: 1 BACKFILIL OF UTIUlY TRENCHES, 2) CONSTRUCTION OF ROAD CROSS CTION.

29. WHEN CROSSING AN EXISTING AC WATER MAIN OR IF IT IS UNDETERMINED THE EXISTING WATER MAIN SHALL BE REPLACED WITH CLASS 52 D.l.P. TO 1 FOOT OF UNDISTURBED SOIL ON BOTH SIDES.

INDEX OF SHEE IS: COVERst-EET

GRADING Al'D STORM DRAINAGE PLAN

14.

15.

WITH EACH LAYER OF FILL MATERIAi., INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO POND.

AUL WATER DISCHARGE DEVICES USED DURING CONSTRUCTION SHALL DISCHARGE INTO THE SEDIMENT POND.

16. Al.L DISTURBED AREAS ANO EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDRO- SEEDED/MULCHED WITHIN 48 HOURS IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTIES.

17. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTIROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED.

18. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTAl.LED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT- LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES CAN BE REMOVED ONLY UPON FINAi. SITE STABILIZATION AND APPROVAi. FROM CITY OFFICIAL

19. INSTALL UTILITIES PER APPROVED PLANS.

20. PROVIDE CATCH BASIN PROTECTION ON ALL NEWLY INSTAl.LED CATCH BASINS.

21. FINE GRADE SITE AND PREPARE FOR PAVEMENT.

22. COORDINATE BUILDING CONSTRUCTION WITH SITE WORK CONTRACTOR.

23. FINALIZE UTIUlY AND PAVING CONSTRUCTION AND CLEAN AUL UTILITIES AS REQUIRED.

24. INSTALL LANDSCAPE AND LIGHTING FIXTURE FOR THE SITE.

25. COMPLETE INSPECTION/PUNCHLIST.

C10F9

C20F9

C30F9

C40F9

C50F9

C60F9

C70F9

C80F9

C90F9

SANTARY SEWffi AND WAlERMAIN EXTENSION PLAN

CONSTRUCTION NOlES AND DETAILS

STORM DRAINAGE DETAILS

WAlER NOlES AND DETAILS

WAlER DETAILS

SANITARY SEWER NOlES AND DETALS

SANITARY SEWffi PROFILE

Af'i ROI/ED FOR CONSTRUCTION

BY CITY E:NGINEER

DATE----------------

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GRADING AND STORM DRAINAGE PLAN ........ __.-------····--

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CATCH BASIN TABLE IEW CB 11. TYPE 2-60" W/SOUD LID RIM•55.6 IE=50.00

IEW CB t2, TYPE 1 W/STANDARO GRATE RIM=54.5 IE=S0.60

IEW CB tG, TYPE 1 W/STANDARD GRATE RIM=54.5 IE=51.20

IEW CB 14, TYPE 1 W/STANDARD GRATE RIM=57.0 IE=52.10

IEW CB 18, lYPE 1 W/STANDARD GRATE RIM=57.0 IE=53.10

1EW CB 18, TYPE 1 W/STANDARD GRATE RIM=57.0 IE=53.70

IEW CB 17, TYPE 1 W/STANDARD GRATE RIM=57.0 IE=54.50

IEW CB 18, TYPE 2-48" W/STANDARD GRATE RIM=54.5 IE=S0.19

IEW CB t9, TYPE 2-48' W/STANOARD GRATE RIM=54.5 IE=50.39

IEW CB l10, TYPE 2-4' W /STANDARD GRATE RIM=57.0 IE=50.72

IEW CB Ill, TYPE 2-18' W/STANDARD GRATE RIM=57.0 IE•50.99

tEW CB tl2, TYPE 2-48" W/STANDARO GRATE RIM=57.0 IE=51.26

IEW CB 113, TYPE 2-48' W/STANDARD GRATE RIM=57.0 IE•51.65

1EW CB 114, lYPE 1 W/STANDARD GRATE RIM•54.0 IE=52.01

NEW CB 115, lYPE 1 W/STANDARD GRATE RIM=54.0 IE=52.20

NEW CB 116, TYPE 1 W /STAN OARD GRATE RIM=54.0 IE=52.39

AFI l 1016) FOR CONS1RUC710N

BY CfTY ENGINEER

DAT£

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-~~*"' ' ~· - i

---... -'----· ,_---_ --.:.)( ~

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..--NEW 15' WIDE ---v WATERMAIN EASEMENT /

/

IJTIUIY CROSSING 15- SD IE=52.53 8" W TOP=52.03 INSTALL ETHAFOAM

UTIUIY CROSSING 18" SD IE=51.31 8" SS TOP=50.27

ltEW SSM-1 ~ TYPE 1-48'

NEW BUILDING '2' FF· 59.5

" . - ·- ···-· ' I ···-- .... \-<.~.'. .. ____ _ '

1-8"x6" TEE(MJxFL,) \ 1 -6" GATE VALVE (FLxMJ) \ 29 LF 6" D.I. EXTENSION 1-5 1,1'4" MVO F.H. /oSSr, I\ CONC. BLOCKING I '

-

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/ / STA. 10+00. o.o' RT 40 LF 8" PVC SDR-35 SS 0 1.00X, ~E-~!fi[Btl_ofl•"'~'-=/""""""=t=yt.::jl RIM=57.90

r / IE=49.5 (8" IN)

~===--~l'~~:it:!:~ /--/---,'i ' IE=49.4 (8" OUT)

NOTES: 1. INSTALLATION OF FIRE LINE SYSTEM

SHALL BE DONE BY A WASHINGTON STATE LICENSED FIRE SPRINKLER CONTRACTOR.

-;;IE;,=;;;49C':.9::C;-;,-;;;--......_~ ' ; ' . _,..,.-28 LF 6" PVC SS O 2.001 MIN. W /8" PLUG - '°' - ,,.,..

l.r::~·~ "H/::4i-i:~/~·~/'.'.'.:l---!~~~ 'i:~~ .... /d. +-11- ' ~ ~ "

----...1..-.1 / 0 ~ ~

lJTIUIY CROSSING / ~

8" W IE=53.40 8" SS TOP=50.37 l

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IEWSSCO RIM=59.4 IE=52.5

-SEE SHEET C10 FOR SEWER PROALE

INBTALJ..: 1-1 1 /2- DOMESTIC MffiR W/2" SERVICE LINE (SEE DETAIL SHT. C7)

J ' • -

2. AIR REL£ASE BLOW OFF 0 LOW POINTS AND AIR VAC ASSEMLBIES SHALL BE INSTALLED AT HIGH POINTS Af.ONG THE PROPOSED WATERMAIN AS DffiRMINED IN THE FIELD AT TIME OF CONSTRUCTION BY Cl1Y INSPECTOR AND/OR Cl1Y ENGINEER. (SEE DETAIL SHTS. CB AND C9.)

I

--- --- -------······,,,,,_ __ l .. _ J ____ _

~-~::: .. ::c

~-·······"-

~~L~ ~~:,s~~'.;3 / / ~~~.U~ ~~2~~~~; ~ ~ / ............. - NEW ;~. w1D7ER\ ~ NEW 15• w1DE :~:!~:~~ grs~) -t-=+·=i:lltilll V I / 1:::~~-~'N!!f>. cA: ~~~JxFLJ 8" w IE=53.23 0 s· SS TOP=49.17 lJTILITY CROSSING -"l<t-tl '4-·-----------------------~-~~~TSEWER ______________ wATERMAIN EASEMENT ~NEW RIM=57.5 ,.,__,1--1--~,(__J I /v co c. BLOCKING'. I INSTALL IHAFOAM I ':[' ------"'.':;8" SS TOP=48.06 " -! . ""' v

-~--~·~ ~~:h-~l-rT~-r~-r~-1~3,+~:~:T·-:-_rE-:~:-~-:r~,~~~~J •. 14+00=-h-v~~·j_~=''~t=s~~~~~:=,~~·-~x~=·t!~~1s~+=o+o-.-~'--·~---~-~-----1~s-+_010_~2~8-o_LF_r_D_.L_~-s~c-o~~~:-__ +_h~:~-~~~1:1_t:ofo::~:~~=!~-~:-_~~v~.~1=~~---~+l-,luH~ 1 ~/ / ~~--~- _ ~-+

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1-12" GATE VALVE (FLxMJ) 1-8" GATE VALVE (FLxMJ) CONC. BLOCKING

8" SS TOP-48.11 . STA. 12+a6.aO, a.a· RT 6" w IE•50.6a RIM•57.70 IE=48.3 (B" IN) IE=48.2 (8" OUT) CONTRACTOR TO FIELD LOCATE AND VERIFY

CONTRACTOR TO FIELD LOCATE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING WATERMAIN PRIOR TO ANY CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES.

f\ISTµJ· I 1-12"x6" TAPPING TEE (MJxFL 1-6" GATE VALVE (FLxMJ) -CONC. BLOCKING

VERTICAL AND HORIZONTAL LOCATION OF EXISTING WATERMAIN PRIOR TO ANY CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES.

IEW SSLti M TYPE 1-418" STA. 14+89.53, 0.0' RT RIM=53.61 IE=46.7 (8" IN) IE=46.6 (8" OUT)

tm'ALJ.: / 1-12"x6oAl'PING TEE (MJxFLJ 1-6" GATE VALVE (FLxMJ) 9 LF 6" D.I. EXTENSION 1-5 1/4" MVO F.H. AS'!r<. CONC. BLOCKING

UTILllY CROSSING I 8" W IE=51.83 8" SS TOP=44.84

~CONTRACTOR TO FIELD LOCATE AND VERIFY VERTCAL AND HORIZONTAL LOCATION OF EXISTING WATERMAIN PRIOR TO ANY CONSTRUCTION. NOTIFY ENGINEER OF A~ DISCREPANCIES.

,,,

AFI RO~ FOR CONSTRUCTION

BY CfTY E:NG/NffR

DATE---------------

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GRADING AND STORM DRAINAGE NOlES= 1. MATERIALS FOR THE STORM DRAINAGE SYSTEM AND THEIR INSTAUATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDffiON OF THE WASHINGTON STATE DEPARTl.tENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS. TESTING OF THE STORM DRAINAGE SYSTEM MAY BE REQUIRED BY THE LOCAL JURISDICTION.

2. UNLESS OTHERWISE SPECIF!ED ON PLANS, ALL ROOF DRAINS SHALL BE RIGID PVC CONFORMING TO ASTM D 3034, SOR 35. SUFF!CIENT CLEANOUTS SHALL BE INSTALLED SO THE SYSTEM IS EASILY MAINTAINED. THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF ALL PIPES AND CLEANOUTS AND SUBMIT IT TO THE OWNER UPON COMPLETION OF THE WORK.

3. PIPE MATERIAL SHALL BE AS SPECIFIED ON THE PLANS OR FROM THE FOLLOWING LIST. THE CONTRACTOR SHALL UTILIZE ONLY ONE PIPE MATERIAL TYPE FOR THE SAME SIZE PIPE BETWEEN STRUCTURES. PIPE JOINTS MUST BE OF THE SAME MATERIAL AS THE PIPE AND PIPE GASKETS ARE TO BE PROVIDED.

/\. PVC CONFORMING TO ASTM D 3034, SOR 35.

B. 12-INCH AND SMALLER, PLAIN CONCRETE STORM SEWER PIPE CONFORMING TO WSOOT 7-04.2, CLASS Ill.

C. 15-INCH ANO LARGER, REINFORCED CONCRETE STORM SEWER PIPE CONFORMING TO WSDOT 7-04.2, CLASS IV.

D. CORRUGATED DOUBLE WALL, HIGH DENSliY POLYETHYLENE DRAIN TUBING (4'-10") MSHTO M252 OR DRAIN PIPE ( 12" -36") MSHTO M294.

4-. CATCH BASINS SHALL CONFORM TO THE FOLLOWING WSOOT STANDARD PLANS:

/\. TYPE 1, PLAN 8-1.

B. TYPE 1-L, PLAN B-1A.

5. ALL BUILDING ROOF DRAIN DOWNSPOUTS, UNLESS OTHERWISE SPECIF!ED, SHALL BE CONNECTED DIRECTLY TO THE MAIN STORM DRAINf<GE CONVEYANCE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. THE SYSTEM SHOWN HERE IS A RECOMMENDED SOLUTION.

6. CONSTRUCTION DF GROUNDWATER DEWATERING SYSTEM SHALL BE IN ACCORDANCE WITH THE WSDOT STANDARD SPECIFICATION 6-02.3(6)c.

7. ISSUANCE OF THIS BUILDING PERMIT BY THE LOCAL JURISDICTION DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM AND SURFACE WATER DISPOSmON. THE LOCAL JURISDICTION DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED.

8. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND NUMBER OF DOWNSPOUTS. COORDINATE WITH GENERAL CONTRACTOR. ACCURATELY LOCATE STORM DRAIN LINES WITH RESPECT TO DOWNSPOUTS.

9. ALL ROOF DRAIN LINES SHALL BE PVC WITH 1 .0 PERCENT MINIMUM SLOPE UNLESS SHOWN OTHERWISE ON PLANS. SANITARY TEES OR WYES MAY BE USED AT CONNECTIONS.

10. ALL SPOT ELEVATIONS ARE FINISHED, PAVED SURFACE UNLESS OTHERWISE NOTED.

3" COMPACTED DEPTH ----~ CLASS 'B" /\.C. PAVEMENT

2" COMPACTED DEPTH CRUSHE ROCK BASE COURSE

. = =

=

= =

12" CEMENT TREATED BASE---'

HEAVY DUlY PAVING SECTION NOT TO SCALE

1.

CONSTRUCTION NOTES AND DETAILS

BEDDING AND BACKFILL FOR RIGID PIPE NOTES= 1. THE GRADING REQUIREMENTS INCLUDED IN SECTION 9-30.7 (1)A, BEDDING MATERIAL FOR

RIGID PIPE, OF THE STANDARD SPECIFICATIONS:

BEDDING MATERIAL FOR RIGID PIPE SHALL BE CRUSHED, PARTIALLY CRUSHED, OR NATURALLY OCCURRING GRANULAR MATERIAL CONFORMING TO THE FOLLOWING GRADUATION:

S~ SIZE 34SQUARE 3/8" SQUARE U.S. NO. 8 U.S. NO. 200 SANO EQUIVALENT

*ALL PERCENTAGES ARE BY WEIGHT.

PERCENT PASSING* 100

95-100 0-10 0-3

35 MIN.

2. SIDEFILL MATERIAL SHALL BE BANKRUN GRAVEL FOR TRENCH BACKFILL AND SHALL CONFORM TO SECTION 9-03.12 (3), GRAVEL BACKFILL FOR PIPE BEDDING, OF THE STANDARD SPECIFICATIONS:

GRAVEL BACKFILL FOR PIPE BEDDING SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY AND SHALL MEET THE FOLLOWING SPECIFICATIONS FOR GRADING AND QUALITY:

SIEVE SIZE 1" SQUARE 1 1/4" SQUARE U.S. NO. 200 SAND EQUIVALENIT

•ALL PERCENTAGES ARE BY WEIGHIT.

PERCENT PASSING• 100

25-80 15.0 MAX.

35 MIN.

3· TRENCH WIDTHS - TRENCH WIDTHS MEASURED AT A LEVEL OF 1 FOOT ABOVE THE TOP OF

PIPE, PIPELINES, AND APPURTENANCES SHALL NOT EXCEED THE LIMITS LISTED IN THE FOLLOWING TABLE:

NOMINAL INSIDE Plf'E DIAMETER 4- THROUGH 12" 14" THROUGH 60"

MINIMUM TRENCH WIDTH

OUTSIDE DIA. + 12" OUTSIDE DIA. + 18"

MAXIMUM TRE:NCH W!QTH


TRENCH LENGTHS - THE MAXIMUM ALLOWABLE LENGTH OF OPEN TRENCH EXCAVATION PERMITTED IN ANY ONE LOCATION SHAUL BE ONE HUNDRED-FIFTY (150) FEET OR THE DISTANCE NECESSARY TO ACCOMMODATE THE AMOUNT OF PIPE INSTALLED IN A SINGLE DAY.

4. PIPE MATERIALS SHALL MEET THE REQUIREMENITS OF THE FOLLOWING SECTIONS OF THE STANDARD SPECIFICATIONS:

A. PLAIN CONCRETE SEWER PIPE; MINIMUM CLASS 2, WITH RUBBER GASKETS SHALL CONFORM

B. REINFORCED CONCRETE SEWER PIPE; MINIMUM CLASS 2 WITH RUBBER GASKETS SHALL CONFORM TO SECTION 9-05.7 (2), REINFORCED CONCRETE STORM SEWER PIPE.

C. DUCTILE IRON SEWER PIPE SHALL CONFORM TO SECTION 9-05. 13, DUCTILE IRON SEWER PIPE.

D. SEE WATER DMSION FOR PIPE MATERIAL SPECIFICATIONS.

E. SEE STORM SEWER DIVISION FOR PIPE MATERIAL SPECIFICATIONS.

5. IN AREAS OF UNSUITABLE SUB-GRADE, OVEREXCAVATION SHALL BE REQUIRED. A GEOTEXTILE FABRIC (MIRAFl 600X OR EQUAL AS APPROVED BY THE CITY ENGINEER) SHAUL BE PLACED AGAINST THE NATIVE SUBGRADE AND THEN FOUNDATION MATERIAL PLACED TO BRING IT BACK TO GRADE. THE FOLLOWING MATERIAL SHALL BE USED AS FOUNDATION MATERIAL AS SPECIFIED IN SECTION 9-03.9 (1 ), BALLAST. OF THE STANDARD SPECIFICATIONS:

BALLAST SHALL CONSIST OF CRUSHED, PARTIALLY CRUSHED, OR NATURALLY OCCURRING GRANULAR MATERIAL

Sl¥c ~IZE 22 SQUARE 2" QUARE 1" SQUARE 1 /4" SQUARE U'.S. NO. 40 U.S. NO. 200

Pf:BCEN1> PASSING• 1 0

65-100 50-85 30-50 16 MAX. 9.0 MAX.

DUST RATIO: % PAS~~G U.~. NO. 200 2/3 MAX. % PASS G U. • NO. 40

SAND EQUIVALENIT 35 MIN.


THE PORTION OF BALLAST RETAINED ON 1/4 INCH SQUARE SIEVE SHALL NOT CONTAIN MORE THAN 0.2% WOOD WASTE.

6. ALL NATIVE SOIL IN CITY RIGHT-OF-WAY SHALL BE REMOVED AND 5~B· CRUSHED ROCK OR ~~'t~Nl~~~~Agt~9~~ 2Fff L/;%. CITY ENGINEER, REPLACED N TRENCH AND

FOR ALL ENGINEERED PROJECTS A REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CITY ENGINEER TO DETERMINE BACKFILL REQUIREMENTS.

BEDDING AND BACKFILL FOR FLEXIBLE PIPE NOTES: THE GRADING REQUIREMENITS INCLUDED IN SECTION 9-30.7 (1)B, BEDDING MATERIAL FOR FlLEXIBLE PIPE, OF THE STANDARD SPECIFICATIONS:

BEDDING MATERIAL FOR FLEXIBLE PIPE SHAUL BE CLEAN SAND/GRAVEL MIXTURE FREE FlROM ORGANIC MATTER AND CONFORMING TO THE FOLLOWING GRADATION: Sr SIZE

f 4" SQUARE 3/8" SQUARE U.S. NO. 4-U.S. NO. 10 U.S. NO. 20 U.S. NO. 40 U.S. NO. 100 U.S. NO. 200

PERCENT PASSING• 100

70-100 55-100 35-95 20-80 10-55 0-10 0-3

0 ALL PERCENTAGES ARE BY WEIGHT.

NATIVE MATERIAL SHALL NOT BE USED FOR PIPE BEDDING.

BEDDING MATERIAL FOR SPIROLITE HIGH DENSITY POLYETHYLENE GRAVITY SEWER PIPE SHALL BE IMPORTED FROM AN ACCEPTABLE SOURCE AND SHALL CONFORM TO WSDOT STANDARD SPECIFICATION SECTION 9-03.9(3) FOR CRUSHED SURFACING TOP COURSE.

S~E SIZE 1 SQUARE 1 1/4" SQUARE U.S. NO. 200 SAND EQUIVALENT

•ALL PERCENTAGES ARE BY WEIGHT.


25-80 15.0 MAX.

35 MIN.

2.

3.

TRENCH WIDTHS MEASURED AT A LEVEL OF ONE (1) FOOT ABOVE THE TOP OF PIPE, PIPELINES, AND APPURTENANCES SHALL NOT EXCEED THE LIMITS LISTED IN THE FOLLOWING TABLE:

NOMINAL INSIDE Pl~ PIAMETFR 4 THROUGH 12"

14-" THROUGH 60"

MINIMUM IBENCH WIOTH

OUTSIDE DIA. +12" OUTSIDE DIA. + 18"

MAXIMUM TRENCH WIDTH

OUTSIDE DIA. + 18" OUTSIDE DIA. +24-"

THE MAXIMUM ALLOWABLE LENGTH OF OPEN TRENCH EXCAVATED PERMITTED IN ANY ONE LOCATION SHALL BE ONE HUNDRED-FIFTY (150) FEET OR THE DISTANCE NECESSARY TO ACCOMMODATE THE AMOUNT OF PIPE INSTALLED IN A SINGLE DAY.

PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS OF THE STANDARD SPECIFICATIONS:

A 1 PIPE USED FOR SEWERS SHALL BE PVC (POLWINYL CHLORIDE) PIPE WITH FLEXIBLE • • CASKETED JOINTS. PIPE AND JOINTS SHALL CONFORM TO SECflON 9-05. 12, PVC SEWER

PIPE, OF THE STANDARD SPECIFICATIONS AND ASTM D-3034- SDR 35.

2. FlmNGS SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURER FOR USE WITH THE PIPE. THE PIPE SHALL BE SUITABLE FOR USE AS GRAVITY SEWER CONDUIT. THE COUPLING SHAUL BE AN INTEGRAL PART OF THE PIPE BARREL, CONSISTING OF A BELL SECTION WITH A GROOVE TO RETAIN A RUBBER SEALING RING. THE SELECTED PIPE SHALL ALSO HAVE AVAILABLE MANHOLE COUPLINGS WITH RUBBER GASKETS.

3. PIPE LAYING SHALL CONFORM TO THE REQUIREMENITS OF SECTION 7-17.3 (2), LAYING SEWER PIPE, OF THE STANDARD SPECIFICATIONS.

SIDEFILL MATERIAL, SEE NOTE 2

RIGID PIPE BEDDING MATERIAL, SEE NOTE 1

6' MIN

1/2 O.D.

1/2 O.D.

4-" MIN. FOR 27" PIPE AND SMALLER 6" MIN. FOR PIPE LARGER THAN 27"

=-~-1..:

"'--- UNDISTURBED OR COMPACTED SUB-GRADE. SEE NOTE 5

BEDDING AND BACKFILL FOR RIGID PIPE DETAIL NOT TO SCALE

PIPE BEDDING MATERIAL, SEE NOTE 1

1/2 O.D.

1/2 O.D.

4" MIN. FOR 27" PIPE AND SMALLER ___t• MIN. FOR PIPE LARGER THAN 27" :---~

"'--- UNDISTURBED OR COMPACTED SUB-GRADE, SEE NOTE 4

BEDDING AND BACKFILL FOR FLEXIBLE PIPE DETAIL NOT TO SCALE

I·

6" TOP PAVING

g•

7•

4-'

4-" CEMENT CONCRETE SIDEWALK, WHERE SHOWN ON PLAN.

CONCRE IE CURB AND SIDEWALK NOT TO SCALE

g• 6" MIN

1' 1'

• "'

EXTRUDED CONCRE IE CURB DETAIL NOT TO SCALE

5' SLOPED CONCRETE WITH . TEXTURE - 1 :6 FOR 6' MAX .

i CURB TO SLOPE SlhlULAR

CONCRffi AREA FLAT AND ~

FLUSH WITH ASHPALT FOR LD .

• WHEEL CHAIR ACCESS TO ALIGN WITH ISLE BETWEEN STALLS

~ ·r. c.o SLOPED CONCRffi WITH TEXTURE - 1 :6 FOR 6" MAX CURB TO SLOPE SIMULAR

TYPICAL SIDEWALK WITH 6" CURB

HANDICAP CURB ACCESS (ON-SITE ONLY) NOT TO SCALE

Al I ROVED FOR CONSTRUCTION

BY CITY ENGINEER

DATE EXPIRES 12-30-06

~ Q.

~

] u

~

.! 0

0

0 z

en ...J -ffi >-

~~ 0 0 ;;e:; ::> z mo <C <C z en o-5 ~ ~ w ~ z a: a: z 0 <C 0 0 a..

ti - a: lL w -0 -::> z

~ <C -<C a.. a:

0 0

;I F

-z

~ <C

~a..

;; ] ;; c

~ ;; 0 ~ u ·~ ~ fl) 0 I

~1 If ~1 ~1 ~ "' ! 1

,, ~ 0 ·r • " ..

2 " Q. -.!: .c ~ 0

0 u 0

1-----------1~

~ 0 (/)

~

~

~

~ ~

-"

-OQ .q- .. 0 C!

1" OPENING (TYPICAL) 11 SLOTS EACH SIDE AT 45°

' ' ~

DUCTILE IRON GRATE

-A

~

29 1/4" . I

5/B"

• 0 N

24" SECTION A-A

~-PAD 1 1/2" x 3/4" x 1/8" THICK, B REQUIRED

_J '--- CAST IRON FRAME A

GRATE FRAME

NOTES:

1. MATERIAL SHALL CONFORM TO SECTION 9-05.15 "!'ijE:TAL CISTINGS" OF THE,:STANDARD SP1EC

01FIFCATIONS

FOR ROAQ,. BR1ooi;:,, AND MUNICIPAL CONSTRUCTION PUBLISHED BY THE STA,~ DEPARTMEN TRANSP01<1ATION MD AMERICAN PUBLIC WORKS ISSOCIATION, WISHINGTON STATlE CHAPTER.

CATCH BASIN FRAME AND GRATE DETAIL NOT TO SCALE

CURB AND GUTTER.SEE ----:_-:_-:::_-:_r........,~·1.---.--CITY STANDARD R4 FOR ADDITIONAL INFORMATION

#4 BAR WRAPPED AROUND CATCH BASIN FRAME

9•

30"

2- #4 x 6' TOP AND BOTTOM, PLACE TOP BAR 3" FROM TOP OF THE CURB, PLACE BOTTOM BAR 3" FROM BOTTOM OF THE CURB

TOP OF CURB --,;;o-,...

I 6" MIN. 12" MAX.

•.

24"

6"

6"

THRU JOINT --'--...&....-'..f\r----'--- TYP. EACH SIDE

PLAN VIEW

~-SET GRATE 1/2" BELOW GUTTER LINE

PRECAST FLAT SLAB

. .. "'" ..

f / 4,"'f-----'-'--"-1"'"-'-_..,.,,J---PRECAST RISER SECTION

JOINTS SHALL BE ~ . CEMENT MORTAR AND 0 ~ ~c~tRINK GROUT, RUBBER GASKETlED, TO MEET ASTM C 443

6" TYP.

PRECAST RISER SECTIO

MANHOLE RUNGS AND LADDER --------K

PRECAST BASE WITH INTIEGRAL RISER

---. I SEE NOTlE B

~~- 4• MIN CLEARANCE 4" MIN. O t--tt---..,.--+---+--1

4 i--f--<

< ----- 12" TYPICAL

. ·~ --r- -S~oL~

611 MIN.__J . 0

o 0 o '---- ~-

SEE NOTE 6

, .<i o 00o -1 L~iJO I

D D D ~D I 6" MIN. GRAVEL o 0 o 0 oo ao0 °q ,, ,, ~'\'~'~W - "" BEDDING

\__UNDISTURBED OR COMPACTED SUB-GRADE

CATCH BASIN TYPE 11-C DETAIL NOT TO SCALE

NOTES: 1. MAXIMUM LENGTH OF P,IPE BETWEEN CATCH

BASINS SHALL BE 400.

2. MAXIMU!-1 GUTTER LINE FLOW LENGTH SHALL BE 300.

3.~~.ftRC~if. 8)5~:~ 1~g~E~o~o~FDfi~J.HJ TO l.E.{PIPE INVERT •

4.ALL MATlERIAL SHALL CONFORM TO THE 1991 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STA TE CHAPTER.

5.ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL BE ~lNCILED "DUMP NO WAS~, DRAINS TO STREAM QR GROUND WATER, LA"ES, ETC. AS APPROPRI TE.)

6.48" MANHOLE-MAXIMUM HOLE SIZE 36" DIAMETER

~~= ~~~~g~~=~t~b~~M.J1~~ J~1'it~~R!~METER 7.BEVEL END OF PIPE TO BE FLUSH WITH WALL

IF REQUIRED

B. PIPE SHALL BE ONE OF THE FOLLOWING:

A. REINFORCED CONCRETlE SEWER PIPE: SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M 170 MINIMUM CLASS 2, WITH RUBBER GASKETS. SECTIONS 7.3.1 OF AASHTO M 170 SHALL AMEND TO REQUIRE THAT BOTH SQ.LS AN!l,, SPIGOTS SHALL BE REINFORCED IN PIPE 12 TO 36 IN DIAMETER.

B. "SPIROUTE" HIGH DENSITY POL YEil;jYLENE GRAVITY SEWER PIPE MAY BE USED FOR 36 IN DIAMETER AND GREATlER.

THE PIPE SHALL BE OF HIGH DENSITY..._ HIGH MOLECULAR WEIGHT AND POLYETHYLENE PIPE MA u:.RIAL MEETING THE REQUIREMENTS OF TYPE 111._(:LASS .q. CATlEGORY 5, GRADE P34 AS DEFINED IN AS1M D 12"'"#M

K~~~~-1~~:4t!J~:;;:ucl1~N MAY BE USED SO LONG AS THE PIPE OR FITTINGS PRODUCED MEET ALL THE REQUIREMENTS OF THIS SPECIFICATION. SPIROLITE PIPE SHOULD BE CLASS 63 MIN.

RUBBER GASKETS SHALL COMPLY IN ALL RESPECTS WITH THE PHYSICAL REQUIREMENTS SPECIFIED IN THE NON-PRESSURE REQUIREMENTS OF ASTM SPECIFICATION F 477. THEY SHALL BE MOLDED OR PRODUCED FROM AN EXTRUDED SHAPE APPROVED BY THE MANUFACTURUR AND SPLICED INTO CIRCULAR FORM •

THE LUBRICANT USED FOR ASSEMBLY SHALL HAVE NO DETRIMENTAL EFFECT ON THE GASKET OR ON THE PIPE.

C. DU CTI!.£ IRON SEWER PIPE (WATER SUPPLY CLASS 50 OR 52).


CURB AND GUTTER.SEE CITY STANDARD R4 FOR ADDITIONAL INFORMATION

#4 BAR WRAPPED AROUND CATCH BASIN FRAME

9•

··. 30"

··~

-DUCTILE IRON GRATE-------f-.+-41'·~

SEE CITY STANDARD SD4 ~~

CASE IRON FRAME,

SEE CITY STANDARD SD4

6"

24"

6"

NOTES: 1. MAXIMUM LENGTH OF PIPE BETWEEN CATCH

BASINS SHALL BE 400'.

2.MAXIMU!-1 GUTTER LINE FLOW LENGTH SHALL BE 300.

3. ;Ts§ hffJC~ _j~S~~d~ ~g~D J,O~~~TI;lg l.E.(PIPE INVERT).

4.PRECAST BASE SECTION SHALL BE FURNISHED

~H1Al.i_c~i;,,o~11, WAJ.NWf1~~~Ths ~~02~~YJS KNOCKOUTS SHALL BE ON 4 SIDES WITH A MAXIMUM DIAMETER OF 20" TO .PROVIDE FOR A MINIMUM SUMP DEPTH OF 18 •

5. REINFORCING BARS SHALL BE CUT OR BENT AS REQUIRED TO CLEAR CUTOUTS.

s.m,~ET~~~~ooNN s1\1JLC1 ~f>l- ~cWB ~'~f<Ap5tR FOOT.

7. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 ( AASHTO M 199) AND ASTM C 890 UNLESS OTHERWISE NOTED.

B. ALL STORM DRAINS ~IN THE DEVELOPMENT

f~A~~~M~~Ng~E8Ro8~~p w~9r~A[~R~%~ AS APPROPRl~TE.)

2- fl4 x 6' TOP AND BOTTOM, PLACE TOP BAR 3" FROM TOP OF THE CURB, PLACE BOTTOM BAR 3" FROM BOTTOM OF THE CURB

THRU JOINT, TYP. EACH SIDE

9. PIPE SHALL BE ONE OF THE FOLLOWING:

A. REINFORCED CONCRETE SEWER PIPE: SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M 1?_Q1 MINIMUM CLASS 2, WITH RUBBER GASKETS. SECTiur<S 7.3.1 OF AASHTO M 170 SHALL AMEND TO REQUIRE THAT BOTH SQ.LS AND SPIGOTS SHALL BE REINFORCED IN PIPE

TOP OF CURB

6" MIN. 12" MAX.

t

PLAN VIEW

SET GRATE 1/2" BELOW GUTTI'.R LINE

D

~--+---+--BEVEL END OF PIPE TO BE FLUSH WITH WALL IF REQUIRED

- 5• 24"

12 TO 36" IN DIAMETER.

B. DUCTI~E IRON SEWER PIPE (WA TIER SUPPLY CLASS 50 OR 52).

5• 5• 20" 5•

,_,___.......,,_L 6" ~. r----.:-,.,.

T is· UNIT ·s· .·. (RISER SECl1oN) 1-#J HOOP

·~

r::~=-------~fu.·~~.kf·\r::i·;··., .. i====i::i-r _1_.E.__ SEE NOTE g 1Sl ~112" Q

18" m. ~GROUT, IYP.

~-- BASE SECTION

26"

LJ 1-#3 !)<~~

\~I p

LJ4-13 ~ ' .· :

SECTION VIEW 1 51/2~ 23"

1~" ~I~·~· RIFECYON)

4• 4•

II II 3-/13 HOO

I 0

j

l 40 1/2" T~

_l_ '

. L I I s 1/2" 5 112

• I l-5 1/2 "-i

22"

" ,. ""'?'JC .,;< ... ....

.

19"

2-#3 HOOP

,,.,,,---

1-

PIPE KNOCKOUTS

AIJUOTE 4

-4-#J LJ

l-s 1/2"

CATCH BASIN TYPE 1-C DETAIL BASE SECTION

NOT TO SCALE

NOJES FOR= MAN !OLE BtlQ ND COVER 1. MANHOLE RING AND COVIER IN AREAS OF IMPROVED

RIGHTS-OF-WAY SHALL BE A NON-LOCKING COVER. MANHOLE RING AND COVER IN AREAS OF UNIMPROVED RIGHTS-OF-WAY OR IN EASEMENT OR AS REQUIRED BY THE CITY ENGINEER SHALL BE CAM-LOCKING COVER.

2. MANHOLE RING AND COVER SHALL CONFORM TO SECTIONS 9-05.15 (1), MANHOLE RING AND COVER, AND 9-06.9, GRAY IRON CASTINGS OF THE 1991 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND AS REVISED TO READ AS SET FORTH IN THESE SPECIAL PROVISIONS:

A. MANHOLE RING AND COVER SHALL CONFORM TO THE CITY OF SUMNER'S PUBLIC WORKS STANDARD DRAWING.

B. MANHOLE RING AND COVER SHALL CONFORM TO THE REQUIREMENTS OF ASTM A4B, CLASS 30B FOR CAST IRON.

C. MANUFACTURER SHALL CERTIFY THAT THE PRODUCT CONFORMS TO THE REQUIREMENTS OF THESE SPECIFICATIONS.

D. ALL PARTS OF THE CASTING SHALL BE APPLIED WITH A BITUMINOUS COATING. THE FINISHED COATING SHALL BE CONTINUOUS, SMOOTH, NEITHER BRITTLE WHEN COLD NOR STICKY WHEN EXPOSED TO THE SUN, AND SHALL BE STRONGLY ADHERENT TO THE CASTING.

E. THE CITY SHALL HAVE THE RIGHT TO REQUIRE INSPECTION AND APPROVAL OF ALL CASTINGS PRIOR TO PAINTING.

F. REPAIR OR DEFECTS BY WELDING, OR BY THE USE OF "SMOOTH-ON" OR SIMILAR MATERIAL WILL NOT BE PERMITTED.

G. MANHOLE RING AND COVER SHALL BE FREE OF POROSITY, SHRINK CAVITIES, COLD SHUTS OR CRACKS OR ANY SURFACE DEFECTS WHICH WOULD IMPAIR SERVICEABILITY.

H. MACHINE FINISH THE HORIZONTAL SEATING SURFACE AND INSIDE VERTICAL RECESSED FACE OF RING, AND THE HORIZONTAL SEATING SURFACE AND VERTICAL OUTSIDE EDGE OF TIHE COVER TO THE FOLLOWING TOLERANCES:

1) IT SHALL NOT BE POSSIBLE TO ROCK ANY COVER WHEN IT IS SEATED IN ANY PORTION IN ITS RING.

2) IT IS DESIRED THAT THE EDGE OF TIHE UPPER SURFACE OF THE COVER BE ON-EIGHTH (1/B) INCH BELOW THE UPPER SURFACE OF THE RING WHEN ANY COVER IS SEATED IN ANY POSITION IN ITS RING.

3) IN TIHOSE CASES WHERE SUCH ALIGNMENT IS NOT OBTAINED, THE DIFFERENCE IN LEVEL BETWEEN THE COVER AND THE RING SHALL NOT EXCEED ONE-EIGHTH (1/B) INCH AT ANY POINT AND SHALL NOT EXCEED ONE-SIXTEENTH (1/16) INCH OVER A TOTAL OF MORE THAN ONE-QUARTER (1 /4) OF THE CIRCUMFERENCE.

4) THERE SHALL BE NOT MORE THAN ONE-EIGHTH (1/8) INCH SIDE PLAY IN ANY DIRECTION BETWEEN TIHE COVER AND THE RING WHEN ANY COVER IS PLACED IN ANY POSITION IN ITS RING.

J. ALL RING AND COVERS SHALL BE IDENTIFIED BY THE NAME OR SYMBOL OF THE MANUFACTURER IN A PLAINLY VISIBLE LOCATION WHEN THE RING AND COVER IS INSTALLED. THE MANUFACTURERS IDENTIFICATION AND THE MATlERIAL IDENTIFICATION SHALL BE A MINIMUM ONE-HALF (1/2) INCH LETTERS RECESSED TO BE FLUSH WITH THE ADJACENT SURFACES.

MANHOLE RING AND COVER NOTES NOT TO SCALE

T 12 •

_L

LADDER TO twlG FROM" MANHOLE STEP I "'

J .. 3"

T ~ #7 GALY.t.NIZED 2 !'NOOlH STEEL

<

i ~

3•

~fff'.E: .. i, f8 GALVANIZED DEFORMED REBAR BAR

MANHOLE HANDHOLD

#8(1") CAl:.VANJZED DEFORMEO REBAR BAA ....

I 12

a• 12·j~ 1/2" MIN

1.

2.

3.

4.

5.

6.

7.

8.

9.

'\.. ~~ 5,, "'., "'~ ~-

l -I 11 3/4"1-

PREFABRICATED

NOTES:

e·

9•

LADDER

....,,,.,,,,,,. 1..,.-.. ,,,,. ,,, .. ,,,. .,,,,. -

·· · ··· "' ;:tr.:::•r::c:cc. #8 GALVANIZED DEFORMED REBAR BAR

MANHOLE STEP

MANHOLE STEPS AND HANDHOLDS SHALL BE GALVANIZED DEFORMED REBAR BAR (SIZE IS NOTED ABr:Nt) SHALL CONFORM TO ASTM A 615, GRADE 60, HOT BENT AND GALVANIZED AFTER BENDING. FOR BENDING, THE lEMPERATURE SHALL BE AT LEAST 1,600 DEG. F. GALVANIZING SHALL CONFORM TO ASTM A 123. STEPS AND HANDHOUDS DIMENSIONS AND PATTERN SHALL CONFORM TO THIS STANDARD DETAIL

PREFABRICATED LADDERS SHALL BE MADE OF STEEL AND GALVANIZED AFTER FABRICATION. LADDER SHALL CONFORM TO THIS STANDARD DETAIL

LADDERS, STEPS, AND HANDHOLDS SHALL BE GROUTED IN PLACE.

MANHOLE STEPS AND HANDHOLDS SHALL BE UNIFORMLY SPACED AT TWELVE (12) INCHES AND SHALL BE VERTICALLY ALIGNED.

MANHOLE STEPS1 HANDHOLDS, AND LADDER SHALL CONFORM TO SECTION R, ASTM C 478 (AASHTO M-1991 AND SHALL MEET ALL WlSHA REQUIREMENTS.

PENETRATION OF THE OUTER WALL OF A STRUCTURE WITH A LEG OF A STEP, HANDHOLD. OR LADDER IS PROHIBITED.

STEPS, HANDHOLDS, LADDER RUNGS, AND FASTENINGS SHALL BE DESIGNED FOR A MINIMUM LIVE LOAD OF A SINGLE CONCENTRATED LOAD OF 300 LB.-FT. (POUND-FOOT).

THE LIVE LOADS IMPOSED BY PERSONS OCCUPYING THE S'IEPS, HANDHOLDS, AND LADDER RUNGS SAHLL BE CONSIDERED TO BE CONCENTRATED AT SUCH POINTS IS WILL CAUSE THE MAXIMUM STRESS IN THE STRUCTURAL MEMBER BEING CONSIDERED.

THAT PORTION OF THE STEP, HANDHOLD. AND PARTS OF A LADDER PROJECTING INTO THE RISER OR CONE SHALL BE FREE OF SPLINTERS, SHARP EDGES, BURRS, OR PROJECTIONS WHICH MAY BE HAZARDS.

MANHOLE SI EP AND LADDER DETAIL NOT TO SCALE

8 WEBS 1/2" THICK

CAST IRON RING MIN. 210 POUNDS

AND GROUND

I 1-26 3/B"-1

-L- I f-23 112·-J I "l _cl4

:i=zt:~===---====+~ l T s· I- 33 3/4"~

"PATTERN NOT SHOWN FOR CLAR!lY

2·

MANHOLE RING AND COVER DETAIL NOT TO SCALE

NON-SKID PATTERN TO BE CAST INTEGRAL ON TOP OF COVER

1" CORE. 3 HOLES 1YP

CAST IRON NON-LOCKING COVER, MIN. 150 POUNDS

MACHINE SEAT

APPROVED FOR CONSTRUCTION

BY CITY ENGINEER

DATE----------------

-II

~ 0 .,......

WATER NOTES; 1. UNLESS OTHERWISE SPECIFIED, MATERIALS AND WORKMANSHIP FOR THE WATER SYSTEM AND THEIR INSTAUATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT ADOPTED EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS, DMSION 7 AND REQUIREMENTS OF THE CllY OF SUMNER.

2. UNLESS OTHERWISE SPECIFIED, PIPE FOR THE WATER MAINS SHALL BE CLASS 52 DUCTILE IRON PIPE. JOINTS SHALL BE RUBBER GASKET PUSH-ON lYPE.

3. THRUST BLOCKS :SHALL BE SIZED TO RESIST TEST PRESSURES AND SHALL MEET REQUIREMENTS OF TiiE CllY OF SUMNER

4. WATER MAINS SHALL BE FLUSHED, DISINFECTED, AND TESTED CONFORMING TO REQUIREMENTS OF THE CllY OF SUMNER AND PROVISIONS OF WSDOT.

5. BURY #14 TRACING WIRE ON THE TOP OF WATERMAIN AND EXTEND TO THE TOP OF VALVE BOXES.

6. UNLESS OTHERWISE SHOWN ON PLllNS, SERVICES SHALL BE LOCATED BY MUTUAL AGREEMENT BElWEEN OWNER AND CllY OF SUMNER.

7. UNLESS OTHERWISE SHOWN, PROVIDE FOUR-INCH THICK BY TWO FEET WIDE CONCRETE AROUND VALVE COVIER LOCATED IN UNIMPROVED AND LANDSCAPE AREAS. VALVE COVER SHALL BE MARKED "W" OR "WATER." INSTALL MARKER POST.

WATER NOTES AND DETAILS

SAMPLING STATION SHALL BE "ECLIPSE N0.88" OR AN APPROVED EQUAL.

18"

24"

7" _ _, 134B8 IRON HANDLE

13788 BRASS SCREW

12488 IRON CAP

-*-- 3188 BRASS ELBOW

32088 BRASS NOZZLE

31588 IRON NOZZLE SECTION

--- PADLOCK PROVISION -..........__ (NOT SHOWN IN TRUE PosmoN)

....._,fl-·- ----- 88 ALUMINUM COVER r-11---__: 88 PUMP CONNECTOR . 88 BRASS PET COCK

•

GALV. ANCHOR SUPPORT ( 2"x2"x1/4")

1 1/2' COMPACTED THICKNESS ASPHALT CONCRETE CLASS 'B'

CONCRETE COLLAR

VALVE EXTENSION PIECE SHALL BE USED AS REQUIRED, SEE NOTE 3

VALVE BOX BOTTOM --~ SECTION, SEE NOTE 3

EXISTING ASPHALT

---- VALVE BOX TOP SECTION, SEE NOTE 3

VALVE OPERATING NUT '------ EXTENSION, SEE DETAIL.

r WATER LINE SEE NOTE 6

y ~-SQUARE

OPERATING NUT

1 /3 TOTAL LENGTH

l 4 1/2" DIA.

\_

1/8" MIN. THICKNESS

1" METAL STOCK

'y ~ 3/8" SET STOCK

z 1/8" MIN. THICKNESS 2 1/4" INSIDE MEASUREMENT 2 1/4" DEPTH

VALVE OPERATING NUT EXTENSION 8. ALL WORK ON THE UNDERGROUND PORTIONS OF FIRE PROTECTION SPRINKLER SYSTEMS AND/OR FIRE MAIN FOR HYDRANT PLACEMENT MUST BE INSTALLED AND CERTIFIED BY A LICENSED CONTRACTOR WHO HAS ACHIEVED A STATE LEVEL "U" CERTIFICATION. SUBCONTRACTING OF SUCH WORK TO PERSONS OR FIRMS NOT CURRENTLY LICENSED AS A FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR IS PROHIBITED UNDER WAC 212-80.

GALV. ANCHOR SUPPORT ( 2"x2"x1/4")

24" (24"x24" SQUARE

/ 88 ALULMINUM BASE

/ .,,..-1/4" COPPER TUBING

NOTES:

FIRE PROTECTION NOTE: THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FIRE PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION AT THE BUILDING SPRINKLER IS INTENDED FOR FIRE DEPARTMENT CONNECTION AND COORDINATE WITH OTHER UTIUTES ONLY. CONTRACTOR'S BID SHALL REFLECT THE CONDmONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTli BY "NFPA 13," ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISmON OF ALL PERMITS.

1 • USE ONE REFLECTOR WHEN THE HYDANT IS LESS THAN TWENTY FEET (20') FROM THE EDGE OF THE PAVEMENT.

• FIRE HYDRANT (lYP)

• "BLUE" REFLECTIVE MARKER (lYP)

2. REFILECTOR TO BE ON THE HYDRANT SIDE OF THE CENTERLINE AND ON THE STREET SIDE OF THE FOG LINE TO BE IN LINE WITH THE HYDRANT AT A DISTANCE OF FOUR INCHES (4") FROl.t THE LINE BEING USED.

• FOG LINE

CENTERLINE

3. USE TWO REFLECTORS WHERE THE HYDRANT IS MORE THAN TWENTY FEET (20') FROM THE EDGE OF THE PAVEMENT TO SEVENTY-FIVE FEET (75') AND IS NOT OBSTRUCTED BY A FENCE.

t • 75' MAXIMUM

• •

4. USE TWO REFILECTORS WHERE A HYDRANT IS IN THE CORNER OF AN INTERSECTION.

---~J. •

FIRE HYDRANT SI REET MARKINGS NOT TO SCALE

6"

6"

CONC. BLOJK/ (12"x12" SQ) 24"

1" GALVANIZED PIPE 88 BRASS PLUNGER

88 NYLON CUP

TREATED WOOD FRAME 2"x6"

~-.:..._ WASHED ROCK

B-11-33 BALL VALVE

SB 1/4" BRASS ELBOW 1 2 GAUGE COPPER JACKETED TRACER WIRE

~--31 188 BRASS LOCKNUT

---aa BRASS VALVE BODY W/ 3/4" FIP INLET

GALV. IRON PIPE 3/4" x 2" NIPPLE~ GALV. IRON 3/4" ELL--:?·~~~~:S::~

3/4" GALV. IRON PIPE (6" MIN. LENGTH)

COMPERSSION COUPLE

CORPORATION STOP FORD #3/4" F500

WATER MAIN

DOUBLE STRAP SADDLE, BRASS STAINLESS STEEL STRAP

P,E. PIPE (3/4" l.P. SIZE)-"

SAMPLING ST A llON PACK JOINT COUPLING FORD NO.C1 6-33 (FOR P.E. PIPE)

NOT TO SCALE

WATER MAIN

EDGE OF PAVEMENT

z :ii

"'

DOUBLE STRAP BRASS SADDLE W/2" TAP & 3" LONG BRASS NIPPLE TO VALVE

1~;.,:_r;.,~~;~::-- BLIND FLANGE

CONC. THRUST BLOCK POURED AGAINST UNDISTURBED EARTH (THRUST BLOCK AS REQUIRED BY CITY ENGINEER)

STEEL SHIM PLATE

PLAN

2 1 /2" (NS!) BRASS NOiZLE CAP

VALVE BOX

PLACE CONC.-~ AROUND VALVE BOX PER APWA

CAST IRON VALVE BOX

WATER MAIN

2 CU. FT. 1 1/2" WASHED ROCK

2 1 /2" (NS!) 2"(LI') BRASS MllLE NIPPLE WfTH 2" GALV. CPLG.

2" GATE VALVE W/OPERATING NUT

ELEVATION

CONC VALUE

L BOX AND STEEL COVER FOG TITE B9T

PLACE 2-16"x8"x4" SOLID CONC. BLOCKS UNDER METER BOX, ONE EACH SIDE

't. INSTALL 2" BLOW-OFF ASSEMBLY AS SHOWN WITH CENTERLINE OF METER BOX

~ 2" GALV. ELBOW

GALV. STEEL PIPE 36" OF COVER

1. LOCATE BOX IN PLANTING STRIP OR ADJACENT TO RIGHT-OF-WAY.

2. ALL MATERIAL AND FITTINGS SHALL BE AS SPECIFIED OR AN APPROVED EQUAL.

2" BLOW-OFF ASSEMBLY NOT TO SCALE

1. VALVE OPERATING NUT EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN THREE (3) Fm BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE.

2. ALL VALVE OPERATING NUT EXTElllSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH lWO COATS OF METAL PAINT.

3. VALVE BOXES SHALL BE lWO-PIECE, ADJUSTABLE, CAST IRON WITH EXTENSION PIECES (IF NECESSARY), AS MANUFACTURED BY THE VANRICH #940 SEATTILE OR APPROVED EQUAL. THE WORD "WATER" SHALL BE CAST IN RELIEF IN THE TOP.

4. lllEAT LINE CUTS SHALL BE SEALED WmH A HOT PAVING GRADE ASPHALT AND FACE OF CUT TACKED.

5. WATER MAINS SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH DIVISION 7 OF THE STANDARD SPECIFICATIONS.

6. SECTION 7-09.2 OF THE STANDARD SPECIFICATIONS SHALL BE SUPPLEMENTED BY THE FOLLOWING:

A. DUCTILE IRON PIPE SHALL CONFORM TO AWWA C 151, THICKNESS CLASS 52, AND THE EXTERIOR SHALL BE COATED WITH COAL TAR VARNISH. PIPE AND ITTTINGS SHALL BE MORTAR LINED AND SHALL CONFORM TO AWWA C 104. THE THICKNESS OF THE LINING SHALL BE NOT LESS THAN 3/32". THE CEMENT LINING SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 150 TYPE V.

B. JOINTS SHALL BE TYTON PUSH-ON JOINTS, OR APPROVED EQUAL. OR MECHANICAL JOINT TYPE PER AWWA C 1 1 1 EXCEPT WHERE FLANGED JOINTS ARE REQUIRED TO CONNECT TO VALVES OR OTHER EQUIPMENT.

C. BOLTS AND NUTS FOR BURIED FLANGES LOCATED OlJTDOORS ABOVE GROUND OR IN OPEN VAULTS IN STRUCTURES SHALL BE TYPE 316 SAINLESS STEEL CONFORMING TO ASTM A 193, GRADE BBM FOR BOLTS, AND ASTM A 194, GRADE SM FOR NUTS. BOLTS AND NUTS LARGER THAN ONE AND ONE-QUARTER (1-1/4) INCHES SHALL BE STEEL, ASTM A 307, GRADE B, WITH CADMIUM PLATING, ASTM A 1 65, lYPE NS.

D. BOLTS USED IN FLANGE INSULATIONS SETS SHALL CONFORM TO ASTM B 193, GRADE B7. NUTS SHALL COMPLY WmH ASTM A 194, GRADE 2H.

E. PROVIDED WASHER FOR EACH NUT. WASHERS SHALL BE OF THE SAME MATERIAL AS THE NUTS.

7. SECTION 7-12.2 OF THE STANDARD SPECIFICATIONS SHALL BE SUPPLEMENTED BY THE FOLLOWING:

A. GATE VALVES SHALL BE USED FOR EIGHT (8) INCH MAINS AND SMALLER. BUTTERFLY VALVES SHALL BE USED FOR MAINS GREATER THAN EIGHT (8) INCHES.

1)

2)

GATE VALVES: GATE VALVES SHALL CONFORM TO THE LATEST AWWA SPECIFICATIONS FOR COLD WATER, RESILIENT SEAT GATE VALVES, 200 PSI WORKING PRESSURE. THEY SHALL BE IRON-BODIED, BRONZEMOUNTED, NON-RISING STEM, COUNTER-CLOCKWISE OPENING, MECHANICAL JOINT ENDS (EXCEPT 6" VALVES ON FlRE HYDRANrr LINES WHICH SHALL BE MECHANICAL JOINTS BY FLANGED). VALVE STEMS SHALL BE PROVIDED WITH 0-RING SEALS AND SHALL BE AS MANUFACTURED BY THE MUEULER COMPANY OR APPROVES EQUAL.

BUTTERFLY VALVES: BUTTERFLY VALVES CONFORMING WITH AWWA C 504, CLASS 150 AND SHALL OPEN COUNTER-CLOCKWISE. THE OPERATOR SHALL HAVE STANDARD AWWA TWO (2) INCH SQUARE NUT.

8. SECTION 7-11.3(11) OF THE STANDARD SPECIFlCATIONS SHALL BE SUPPLEMENTED BY THE FOLLOWING: ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED IN SECTIONS NOT TO EXCEED 1500 L.F. AND/OR BETWEEN IN-LINE VALVES UNDER A HYDROSTATIC PRESSURE EQUAL TO 200 P.S.I. THE TIEST SHALL BE ACCOMPLISHED BY PUMPING THE MAIN UP TO THE REQUIRED PRESSURE, STOPPING THE PUMP FOR 15 MINUTES, AND THEN PUMPING THE MAIN UP TO THE TEST PRESSURE AGAIN. AT THAT POINT THE PUMP WILL BE SHUT OFF AND THE TEST STARTED. THE TEST WILL LAST 15 MINUTES AND NO LOSS IN PRESSURE WILL BE ALLOWED.

MARKED WITH THE LETTER "V'' INSET

AFTER THE PRESSURE TEST IS PASSED BY THE CITY OF SUMNER, THE LINES WILL BE FLUSHED FOR A TOTAL OF 30 MINUTES OR AS DIRECTED BY THE CITY ENGINEER, AND A PURITY TEST WILL BE TAKEN AT POINTS DIRECTED BY THE CITY ENGINEER.

"V" TO BE PAINTED BLACK WATER VALVES AND MAINS 4'-1 I NOT TO SCALE

I VARIES

NOTES:

PRECAST REINFORCED CONCRETE POST

"X" DISTANCE PAINTED ON BACK OF POST

90'

"X" DISTANCE FROM MARKER POST TO MAIN

1. PRECAST REINFORCED POST TO BE PAINTED FLAT TRAFFIC YELLOW # 2612 OR SAFETY YELLOW # 1063 BY PARKER PAINT OR APPROVED EQUAL PER THE CITY ENGINEER.

2. THE DISTANCE FROM THE MARKER POST TO TliE WATER MAIN SHIALL BE PAINTED ON THE BACKSIDE OF THE MARKER POST IN BLACK WITli A 2" HIGH NUMBER.

3. VALVE MARKER POST SHALL BE REQUIRED WHEN EVER THE WATER VALVE IS LOCATED IN AN UNPAVED AREA.

4. THE POST WILL ALSO BE REQUIRED FOR BLOW-OFF ASSEMBLIES IN THE SAME CONDmON AS WATER VALVES.

18" MIN.

SEE NOTE 8

t.._,;t-----TWO WAY FREESTANDING r FIRE DEPARTMENT

CONNECTION

"---2 1/2" FCC

'---CHAIN

18"x18"xB" CONC. BLOCK

3/4" STRAIGHT BALL DRIP VM..VE NPT-TAPPED INTO INVERT OF PIPE

FIRE DEPARTMENT CONNECTION DETAIL NOT TO SCALE

4"'x4"'x4• TEE

PROVlDE ADDRESS OF PROPERTY SERVIED

AFJ RO~ FOR CONS'TNC710N VALVE MARKER POST NOT TO SCALE BY

CITY ENG/NEU/

DATE----------------

c

j

Ji u

~

~ 0 0 z <( Cl)

6 z cc:

~ ~

t-----------------1~

~ 0 .......

~ ~ ~

·~ -"

/ FINISHED GRADE

8"" MIN 10" MAX

.................. ................. .................. .................. ·················· .................. ..................

.................................. . ································· ·································· ................................... .................................. ···························••······ ·································· ··································

MITER BOX, FOG-TITE 2 WITH TRAFFIC MITER READER LID

MITER, TO READ IN CUBIC FEIT (C.F.) MODEL II PMX-150 F (1 1/2") MODEL # PMX-200 F (2")

2" MAX

l 1/2' CllMPACTED THICKNESS ASPH"LT CONCRETE CLASS 'B'

CLEAN AND TACK EDGES \\lTH SEALER CSSI AND SEAL JOINTS VITH HOT ASPHALT CEMENT

:::::::::::::::::::::::::::::::::::: -4-16xSx4 SOLID (AR4000V) 7 :.::::::.:.:.:::::.:.:.:::.:.:-:-:- CONCRITE BLOCKS ·················-

COPPERSETTER. FORD VFH77-1SB (2"), ,,,.J:. VFH66-18B (1 1/2") _/ .,~·:,c.

GAUGE C ER CONCRETE CCLLAR

EXISTING >SPHM. T

----~CER WIREOPP VALVE EXTENSION PIECE SHAU. BE USED >S REQUIRED.

2" GATE VALVE WrTH OPERATING Nur,

WATER SERVICE UNE SEE NOTE 4

PLACE (2) 18"---Y LONG GALV. STEEL

~ PIPE IN EYE BRACE

PACK JOINT COUPLING (FOR P.E. PIPE) FORD C86-77 (2") C86-66 (1 1/2") 'IYPICAL EACH ENO. SEE NOTE 3 1 1 /2" OR 2" PLASTIC

PIPE (200 PSI, AND SHALL MEIT ASTM 124B AND 2239, SDR7) 1.0. IS IRON PIPE SIZE

CONCRETE BLOCK

NOTES:

1. ALL MATERIALS AND FITTINGS SHALL BE AS SPECIFIED OR AN APPROVED EQUAL

DOUBLE S11!AP SADDLE. BRASS / ST>JNLESS STEEL S11!AP. ST>JNLESS STEEL ONLY ON A.C. PIPE.

2. THE WATER MITER SHALL BE LOCATED IN THE PLANTING STRIP OR ADJACENT TO THE RIGHT-OF-WAY LINE AS DIRECTED BY THE CllY ENGINEER.

3. ALL COUPLINGS SHALL USE PIPE INSERT STIFFENER.

4. THE WATER SERVICE LINE SHALL HAVE 36" OF COVER BELOW FINISHED GRADE WITHIN THE RIGHT-OF-WAY.

5. FOR A 1 1/2" WATER SERVICE A 2" GATE VALVE SHALL BE USED AND INSERT BUSHING SHALL BE USED TO REDUCE THE 2" OPENING DOWN TO 1 1 /2".

6. IN NEW CONSTRUCTION THE CONTRACTOR SHALL PLACE A FlANGED TEE IN THE MAIN LINE AT THE POINT OF SERVICE, A 2" FLANGED GATE VALVE AND A THREADED FLANGED REDUCER SHALL BE USED IN LIEU OF THE SADDLE lYPE CONNECTION. CONCRITE BLOCK WILL NOT BE REQUIRED UNDER 2" VALVE.

7. VALVE BOXES SHALL BE TWO-PIECE, ADJUSTABLE, CAST IRON WITH EXTENSION PIECES IF NECESSARY, AS MANUFACTURED BY THE VANRICH II 940 SEATTLE OR APPROVED EQUAL. THE WORD "WATER" SHALL BE CAST IN RELIEF IN THE TOP.

S. IF MITER BOX IS LOCATED IN A CEMENT CONCRITE AREA, A TRAFFIC BEARING MITER BOX WILL BE INSTALLED AND DUMMY JOINT WILL BE PL.ACED AROUND THE BOX, 6" AWAY FROM THE MITER BOX ALL FOUR SIDES.

9. WATER MAINS SHALL HAVE A MINIMUM COVER OF 42" IN IMPROVED RIGHT-OF-WAY, ANO A MINIMUM 46" IN UNIMPROVED RIGHT-OF-WAY ANO EASEMENTS.

1 O. MITALLIC (DITECTABLE MARKING) TAPE SHALL BE COLOR CODE 'BLUE' AND SHALL BE IMPRINTED CONTINUOUSLY OVER ITS ENTIRE LENGTH IN PERMANENT BL.ACK INK THE MESSAGE "WATER LINE BURIED BELOW" AND THE WORD "CAUTION" PROMINENTY SHOWN, TAPE SHALL BE A 2" MINIMUM WIDTH.

11/2" AND 2" WATER SERVICE CONNECTION NOT TO SCALE

/

SURFACE TO BE GRADED~· SMOOTH AROUND HYDRANT /

I .y

\ )

GUARD POST TOP OF GUARD POST TO BE LEVEL WITH BONNIT FlANGE. BOTH POSTS TC SAME ELEVATION. GUARD POSTS ARE TO BE PLUMB.

FIRE HYDRANT~----

\ 6" CONCRETE GUARD POSTS--" QUANlTTY AND LOCATION >S DIRECTED BY CITY ENGINEER.

FIRE HYDRANT

REINFORCED CONCRETE POST 5• DIAMITER SHALL BE INSTALLED WHERE DIRECTED BY THE CllY ENGINEER AND SHALL BE PAINTED lWO COATS OF RUSTOLEUM NO. 2192 WHITE.

=' "'

SECJJON

IF CONCRETE IS NOT SPECIFIED, E'ARTH BACKFILL SHALL BE COMPACTED IN 6" LAYERS.

NOTES:

L I

WATER DETAILS

1/4" SHEET OF' PLYWOOD ...J!illllli~ol/ER F'ACE Of BOLTS

?

90° BEND 45° BEND DEAD END

THRU LINE CONNECTION, TEE

L Pl~E(,:TION CHANGE;_ ~SEO AS ELBu

~E THRU LINE CONNECTION, WYE

ftJ~) ~EA' r' 1/2 OF ~ ~~LATh~ PLUGGED CROSS

NOTES:

DIRECTION CHANG~ CROSS USED AS ~LBOW

1. THE FOLLOWING PRECAUTIONS MUST BE OBSERVED WHEN CONSTRUCTING THRUST BLOCKS: A. BLOCKS MUST BE POURED AGAINST UNDISTURBED SOIL. B. THE PIPE JOINT AND BOLTS MUST BE ACCESSIBLE. - KEEP CONCRETE CLEAR. C. CONCRITE SHOULD BE CURED FOR AT LEAST 5 DAYS ANO SHOULD HAVE

A COMPRESSION STRENGTH OF 2,000 LBS. AT 28 DAYS. D. BLOCKS MUST BE POSmONED TO COUNTERACT THE DIRECTION OF THE

RESULTANT THRUST FORCE.

2. ALL PIPE SHALL BE PROPERLY BEDDED, SEE CfTY OF SUMNER STANDARD BEDDING DITAILS

BEARING AREA OF THRUST BLOCKS IN SQ. FT. (HORIZ. BENDS)

FITTING TEE, WYE 9D"BEND TEE SIZE PLUG OR PLUGGED PLUGGED BENDS

CAP CROSS ON R""' A B 45' 22-1/2' 11-1/4'

. . . . . . . . . . .

. . . . .

. . . . . . . . . . . 1. REQUIRED VOLUMES OR BEARING AREAS AT FITTINGS SHALL BE AS INDICATED, ADJUSTED, IF

NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) ANO ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIFICATIONS.

2. THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD RESULTANT THRUSTS ARE BASED ON A TEST PRESSURE OF 150 PSIG ANO THE WEIGHT OF CONCRITE = 4050 LBS./CU. YD. TO COMPUTE VOLUMES FOR DIFFERENT TEST PRESSURES. USE THE FOLLOWING EQUATION: VOLUME=(TEST PRESS./150)X(TABLE VALUE).

3. BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE BASED ON A TEST PRESSURE OF 150 PSIG AND ALLOWABLE SOIL BEARING STRESS OF 2000 LBS./SQ. FT. TO COMPUTE BEARING ARES FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE FOLUNG EQUATION: BEARING AREA=(TEST PRESS./150)X(2000/SOIL BEARING STRESS)X(TABLE VALUE)

4. BEARING AREAS, VOLUMES. AND SPECIAL BLOCKING DITAILS SHOWN ON PLANS TAKE PRECEDENCE OVER THIS STANDARD.

5. BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 1.0 SQ. FT.

6. VERTICAL BENDS THAT REQUIRE A THRUST BLOCK VOLUME EXCEEDING 5 CU. YOS. REQUIRE SPECIAL BLOCKING DITAILS. SEE PLANS.

THRUST BLOCKING NOT TO SCALE

1. ALL MATERIALS AND FITTINGS SHALL BE AS SPECIFIED OR APPROVED EQUAL.

DO NOT BLOCK DRAIN HOLES

PLASTIC LINER--.._ ["' 1

Iii I CONCRETE ~I THRUST BLOCK/nil I

=1~11

PUMPER TO FACE lo==;=---1- STREIT OR AS DIRECTED NEAT LINE CUTS SHALL BE

SEALED WITH A HOT PAVING GRADE ASPHALT AND FACE OF CUT TACKED

BY FIRE DEPT.

EXIST. ASPHALT

"MEGA LUG" OR EQUAL

HOLDING SPOOL

SEE NOTE 6

~--16"x8"x4" MIN. CONCRITE BEARING BLOCK UNDER HYDRANT AND VALVE

1 1/2" ASPHALT

, =t=4 1 /2" CONCRITE

6" (AUXILIARY) GATE VALVE. SEE NOTE 5

2. THE FIRE HYDRANT SHALL BE PAINTED, TWO COATS DERUSTO PAINT TRAFFIC YELLOW SEMI GLOSS 756/PC-76

3. HYDRANT TO BE 5 1/4" MUELLER, M&:H 929, CLOW F2500 OR APPROVED EQUAL ALL HYDRANTS SHALL COMPLY WITH WM; 248-57 IN THAT ALL THREADS SHALL BE NATIONAL STANDARD. THE STEAMER PORT SHALL BE PROVIDED WITH A 1/4 TURN DISCONNECT lYPE FITTING (5" STORTZ COUPLING AND BLIND CAP) ANO TO BE AN INTEGRAL PART OF THE HYDRANT.

4. VALVE BOXES SHALL BE TWO-PIECE, ADJUSTABLE, CAST IRON WITH EXTENSION PIECES (IF NECESSARY), AS MANUFACTURED BY THE VANRICH #940 SEATTLE OR APPROVED EQUAL. THE WORD "WATER" SHALL BE CAST IN RELIEF IN THE TOP. VALVE BO)( EARS ARE TO BE ALIGNED WITH THE DIRECTION OF THE WATER LINE.

5. AUXILIARY GATE WJ ... VE AWWA C-500 RESILIENT SEAT, PARALLEL SEAT, 0 RING STEM SEAL, MJXFL WITH LUGS. THEY SHALL BE IRON BODIED, BRONZE MOUNTED, NONRISING STEM, COUNTER CLOCKWISE OPENING, BASE THREAD TO BE 4 1/2" N.S.T

6. 6" DUCTILE IRON Cl.ASS-52 PIPE, LENGTH TO FIT.

7. A BAG MUST COVER AND BE SECURED TO THE FIRE HYDRANT UNTIL APPROVED FOR USE BY CllY ENGINEER.

8. PROVIDE "BLUE" REFLECTIVE TRAFFIC DOTS AS REQUIRED (SEE CllY STANDARD W3, SHEIT 2 OF 2)

ARE HYDRANT ASSEMBLY AND GUARD POST NOT TO SCALE

•

z 2

~ FROM CllY SERVICE

- ....... ....

24" MIN.

/_ ')'/. ')'/. 'J / '/.'/. '/.'/. '/.'/. '> /')' /'): / ). '"' '"' ,, /.(.,.<(.,./.(.,_/. /. '> /'> /. ') '.,_ / .(). / ..;.,_ / ..;, 'u '> /. '):/.' / ..;.,_ / ..;.,_ / ..;.,_ /. /. '): /. '> /. ') \/-(,/-(,/-(, ,,,,,,, ,

'\I I I

12" MIN.

( TO IRREGATION SPRINKLER SYSTEM

NOTE: BACKFLOW PREVENTION DEVICE SHALL BE STATE APPROVED AND TESTED BY STATE CERTIFIED TESTER AND WITNESSED BY A CITY OF SUMNER INSPECTOR

FINAL GRADE~ UTILITY VAULT WITH ~ COVER '\..

I I II I II I II I l1-....-<l--"---...,...-----......L........l I II I II I I . 111111 -3"MIN. 111 BACKFLOW PREVENTER

111111 .

'"t FROM CllY SERVICE -.111111

I --12"MIN.

VALVE SUPPORT. ---kt::::...~~:!:::i_J~---r~::-r-.,.--~~~_J I lj"MIN.

SUPPORT WILL BE INSTALLED />S TO NOT

OBSTRUCT FLANGE BOLTS.

4" PVC DRAIN PIPE

.. .

CONNECT TO STORM SYSTEM____.

...

"---- 6" FLOOR DRAIN

BACKFLOW PREVENTION VAULT FOR DOUBLE CHECK VALVE SYS I EM (IRRIGATION SYS I EM ONLY) NOT TO SCALE

FINISH GRADE

UTILllY VAULT 3030 LA---... OR EQUAL

DOUBLE CHECK VALVE

l"~ .. SPRINKLER SYSTEM

~--1" AIR RELIEF VALVE APCO NO. 143-C OR EQUAi...

SUP 'IYPE VALVE BOX-----.

GALV COMPRESSION COUPLER

t--------2' MIN.---1--+--->-i '--GRAVEL SUMP 4 C.F.

1" GATE VAl...VE-~

~12 GAUGE COPPER _. JACKITED TRACER WIRE

t:i,_.,--- PACK JOINT COUPLING FORD C16-33 (FOR P.E. PIPE)

------CORPORATION STOP FORD 1" F500 t-----...

------WATER MAIN

1" AIR RELEASE VALVE ASSEMBLY DETAIL NOT TO SCALE

90' ELL

1 1/4" WASHED GRAVEL

'------.:.......-1 • GALV. l.P.

APPRO~ FOR CONSTRUCTION

BY CfTY ENGINEER

DATE----------------

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1-----------1~ ~

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SEWER NOTES: 1. PIPE SHAU. BE RUBBER GASKETTED, PVC, ASTM D 3034, SOR 35.

2. SIDE SEWERS SHALL BE SIX INCH SIZE AND SHALL BE A MINIMUM OF RVE FEET DEEP AT A POINT TEN FEET BEYOND THE PROPERlY LINE. LOTS FOR WHICH FIVE FEET IS NOT CONSIDERED SUFRCIENT DEPTH SHALL BE NOTED WITH A MAXIMUM INVERT SHOWN.

3. MINIMUM SLOPE FOR SIX INCH LATERALS SHALL BE 1.0".

4. ALL LAlERALS SHALL BE CAPPED WITH WATERTIGHT PLUG, AND SHALL BE MARKED FOR LOCATION WITH A 2 X 4 X 8 STAKE PAINTED WHITE, MARKED "sEWER" WITH DEPTH PAINTED IN BLACK ON THE STREET SIDE.

5. SIDE SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF SUMNER STANDARD DETAIL

6. SIDE SEWERS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN SEWER IS TESTED.

7. NEW CONNECTIONS TO EXISTING MANHOLES OR SEWER LINES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTION IS RNISHED, TESTED, CLEANED AND ACCEPTED BY THE CITY ENGINEER. INSTAl.L SCREW lYPE PLUGS IN ALL NEW MANHOLES UNTIL CONSTRUCTION IS ACCEPTED. REMOVE ONLY AS MAY BE NECESSARY TO TEST AND TV LINES WITH PRIOR PERMISSION OF THE CITY.

8. CONTRACTOR SHALL ADJUST ALL MANHOUE RIMS TO FLUSH WITH THE FINAL FINISH GRADE. ALL MANHOUE RINGS AND COVERS SHALL BE PER CITY OF SUMNER STANDARD DETAIL

9. CONTRACTORS SHALL MAINTAIN A MINIMUM OF 10 FOOT SEPARATIONS HORIZONTALLY AND 3 FEET VERTCALLY BETWEEN ALL WATER AND SEWER LINES. ANY CONFLICTS SHALL BE REPORTED TO THE CITY ENGINEER PRIOR TO CONSTRUCTION.

10. WHEN REPLACING AN EXISTING SEWER MAIN THE FOLLOWING SHALL ALSO BE REPLACED TO CURRENT CITY STANDARDS: A) MANHOUES AND FRAMES AND COVERS. B) SIDE SEWERS FROM THE NEW MAIN TO THE RIGHT OF WAY UNE.

SANITARY SEWER NOTES AND DETAILS

I t g"j I- 8"~

10 3/4" 21" ---t

I- 8"-tl <•2 2 1/4" J

D c::::i D

FRAME AND COVER SECTION

PUBLIC RIGHT-OF-WAY

CAST IRON FRAME AND COVER, SEE NOTE 3

SIDEWALK AREA

7/8" HOLE

PRIVATE PROPERlY

2x4, SEE NOTE 1

CEMENT CONCRETE COLLAR

UTILllY EASEMENT

SEE NOTE 5 BELOW

SEE STANDARD BEDDING DETAIL (MS)

·.

6" RISER UENGTH AS REQU ED

6"x6"x6" INJECTION MOLDED rtl'nE -,

FINISHED GRADE

6" THREADED ADA R WITH THREADED P UG

2" MIN. SLOPE 0 o0

6" TEE

SANITARY SEWER MAIN

6" SIDE SEWER SEE NOTE 2

RIGHT-OF-WAY UNE

REMOVAB SEE NOTE

PLUG,

1. PRESSURE TREATED 2"x4"x8'. EXPOSED 2"x4"xB' PAINTED WHITE WITH 'SEWER' IN BLACK 2" LETTERS ON THE STREET SIDE OF POST. THE DEPTH FROM FINISHED GRADE TO PIPE MARKED ON BOTH SIDES IN BLACK LmERS.

2. SANITARY SEWER PIPE MATERIAL SHAUL BE PVC, ASTM 03034, SOR 35, OR EQUAL.

3. CONCRETE COLLAR SHALL BE PROVIDED AROUND CAST IRON FRAME AS DIRECTED BY CllY ENGINEER.

4. END OF SIDE SEWER SHALL HAVE A FIVE (5) FOOT MINIMUM OF COVER.

5. WHEN THE DISTANCE BETWEEN CENTER OF THE MAIN AND THE RIGHT-OF-WAY UNE IS LESS THAN 6 FEET, THE CLEAN OUT WILL BE MOVED BACK TO WITHIN 1 FOOT OF THE UTILITY EASEMENT LINE.

SIDE SEWER NOT TO SCALE

0

NOTES:

24"

•

4" MIN. TO INVERT (I.E.) ELEVATION

1 /2" ASPHALT

SEE NOTE 1 EXISTING ROADWAY

9" CONCRETE COLLAR

'. .. ' . '

i.: SEE NOTE 2

o 0 o -, Ooo I 0 cPcP,...o ,i--12" MIN. GRAVEL ~ BEDDING, COMPACTED DEPTH

~--UNDISTURBED OR COMPACTED SUB-GRADE

1. NEAT LINE CUTS SHALL BE SEALED AT TOP WITH A HOT PAVING GRADE AND FACE OF CUT TACKED.

2. TOP OF SHELF, SLOPE 1 /2" PER FOOT, CONSTRUCT IN FIELD CHANNEL AND SHELF TO THE CROWN OF PIPE.

3. MANHOLE RUNGS SHALL CONFORM TO SECTION R, ASTM C 478 (AASHTO M-199) AND MEET ALL WISHA REQUIREMENTS. MANHOLE RUNGS SHALL BE PARALLEL OR APPROXIMATELY RADIAL AT THE OPTION OF THE MANUFACTURER, EXCEPT THAT ALL STEPS IN ANY MANHOLE SHALL BE SIMILAR. PENETRATION OF OUTER WALL BY A LEG IS PROHIBITED. SEE STANDARD MANHOLE STEP AND LADDER DETAIL

4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2• MINIMUM.

5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS MANHOLE WALL THICKNESS. MAXIMUM HOLE SIZE IS 36" FOR A 48" MANHOLE. 42" FOR A 54• MANHOLE. MINIMUM DISTANCE BETWEEN HOLES IS 8".

6. PRECAST CONCRETE MANHOLE COMPONENTS SHALL CONFORM TO ASTM C 478.

7. FLEXIBLE JOINTS SHALL BE RUBBER GASKETED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. MORTARED, DRY-PACKED, OR CAST-IN-PLACE JOINTS WILL BE PERMITTED ONLY FOR CONNECTION TO OR THROUGH MANHOLES. A FLEXIBLE GASKETED JOINT SHALL BE INSTALLED WITHIN ONE (1) FOOT OF EACH CONNECTION TO OR THROUGH SAID MANHOLES. CONNECTIONS TO MANHOLES WITH CONCRETE PIPE SHALL BE MORTARED. CONNECTIONS TO THESE STRUCTURES WITH PVC PIPE SHALL UTILIZE A MANHOLE COUPUNG AND RUBBER GASKET.

8. ALL SEWERS SHALL BE DESIGNED AND CONSTRUCTED TO GIVE MEAN VELOCITIES, WHEN RLOWING FULL. Of NOT LIESS THAN 2.0 FEET PER SECOND. THE FOLLOWING MINIMUM SLOPES SHOULD BE PROVIDED; HOWEVER, SLOPES GREATER THAN THESE ARE DESIRABLE:

SEWER SIZE (INCHES)

B 10 12 14 15 16 18 21 24 27 30 36

SANITARY SEWER MANHOLE NOT TO SCALE

BY

DAT£

MINIMUM SLOPE (FEET PER 100 EEETl

0.40 0.28 0.22 0.17 0.15 0.14 0.12 0.10 0.08 0.07 0.06 0.05

CJ7Y <NG/NffR

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' 120 B 9'-e>" x 10'-e>" - SECTIONAL METAL FAINT - - 3/Ai&.1 4/Ai&.1 9/Ai&.I CONCRETE FAINT 121 B 12' -e:>''Xli&'-e>" - SECTIONAL MET AL FAINT - - 3/Ai&.1 4/Ai&.1 5/Ai&.I CONCRETE FAINT 122 c <::i'-!Zl" x lrz>'-0" - SECTIONAL MET AL FAINT - I - 3/Ai&.1 4/Ai&.1 9/Ai&.1 CONCRETE FAINT

1'

123 A 3'-IZ>" x 1'-011 - 1-lOLLOW MET AL FAINT - - le>Ai&.1 14/Ai&.1 22/Ai&.1 l-IOLLOW MET AL FAINT • 124 D 3'-IZ) 11X1'-IZ) 11 - ALUMJGLA55 FACT. - - 13/Ai&.I 12/Ai&.I 22/Ai&.1 ALUM. FACT. ' 125 A 3'-011 x 1'-011 - 1-lOLLOW MET AL FAINT - ' - 10Ai&.1 14/Ai&.1 22/Ai&.I 1-!0LLOW MET AL FAINT I'

I 126 A 3'-i:Z>ll X 1'-12>11 - 1-lOLLOW MET AL FAINT - - le>Ai&.1 14/Ai&.1 22/Ai&.1 1-!0LLOW MET AL FAINT 121 A 3 1-IZI" x 1 1-IZI" - 1-lOLLOW MET AL FAINT - - le>Ab.I 14/Ai&.I 22/Ai&.I 1-!0LLOW MET AL FAINT

' 128 D 3' -IZl"X1 I -IZ'" - ALUMJGLA55 FACT. - ' - 13/Ai&.1 12/Ai&.1 22/Ai&.1 ALUM. FACT. 12':l A 3 1-'2' 11 x 1'-0 11 1-lOLLOW MET AL PAINT ' le>Ai&.1 14/Ai&.1 22/Ai&.I 1-!0LLOW MET AL FAINT • - - - ' 13e> c 12-IZ''' x lb'-011 - SECTIONAL MET AL FAINT -

' - 3/Ai&.I 4/Ai&.I 5/Ai&.1 CONCRETE FAINT '

131 B ~'-IZI'' x 10'-IZ'" - SECTIONAL MET AL FAINT - ! ! - 3/Ai&.1 4/Ai&.1 ':l/Ai&.1 CONCRETE FAINT

132 B ~1 -IZ'" x li:Z>'-'2' 11 - 5ECTIONAL MET AL FAINT - - 3/Ai&.I 4/Ai&.1 ':l/Ai&.I CONCRETE FAINT . I

133 A 3 1-IZ>" x 1'-0" - 1-lOLLOW MET AL FAINT - I - le>.Ai&.I 14/Ai&.I 22/Ai&.1 1-lOLLOW MET AL FAINT ' • 134 B ~·-0 11 x 1<2''-IZ>" - 5ECTIONAL MET AL FAINT - ! - 3/Ai&.1 4/Ai&.I 9/Ai&.I CONCRETE FAINT '

135 A 3'-0' 1 X 1'-IZJLI - 1-lOLLOW MET AL FAINT - - le>Ai&.1 14/Ai&.I 22/Ai&.1 1-lOLLOW MET AL FAINT ! : I •

131& A 3'-0" x 1'-IZ>" - 1-!0LLOW MET AL FAINT - - 1-lOLLOW MET AL PAINT

I 131 A 31.011 x 11-!Z>" - 1-lOLLOW MET AL PAINT - : i - le>.Ai&.I 14/Ai&.1 22/Ai&.1 1-lOLLOW MET AL FAINT 1

'

138 A 3 1-0 11 x 1 1-12> 11 - 1-lOLLOW MET AL FAINT - - le>.Ai&.1 14/Ai&.1 22/Ai&.1 1-lOLLOW MET AL FAINT·

139 B ~'-12'" x 10'-IZ1" - 5ECTIONAL METAL FAINT - - 3/Ai&.I 4/Ai&.1 9/Ai&.I CONCRETE FAINT 14e> 12'-IZI" x lb'-i:Z> 11 5ECTIONAL MET AL FAINT 3/Ai&.1 4/Ai&.I 5/Ai&.I CONCRETE PAINT ' c - - i - '

141 A 3 1-'2> 11 x 1 1-IZ>" 1-lOLLOW MET AL FAINT ' le>Ai&.I 14/Ai&.1 22/Ai&.1 1-lOLLOW MET AL FAINT I • - - -Ii

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REMARKS

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1-lARDWARE BY MANUFACTURER '

' '

WAYNE DAL TON CORF. - C24 - NON INSULATED WAYNE DAL TON CORF. - C24 - NON INSULATED WAYNE DALTON CORF. - C24 - NON INSULATED

WAYNE DAL TON CORF. - C24 - NON INSULATED '

WAYNE DAL TON CORF. - C24 - NON INSULATED WAYNE DALTON CORF. - C24 - NON IN5ULATED WAYNE DAL TON CORF. - C24 - NON INSULATED !

WAYNE DALTON CORF. - C24 - NON INSULATED WAYNE DALTON CORF. - C24 - NON INSULATED

'

WAYNE DALTON CORF. - C24 - NON IN5ULATED I

WAYNE DAL TON CORF. - C24 - NON INSULATED '

WAYNE DAL TON CORF. - C24 - NON INSULATED WAYNE DALTON CORF. - C24 - NON IN5ULATED WAYNE DAL TON CORF. - C24 - NON INSULATED !

WAYNE DAL TON CORF. - C24 - NON INSULATED !

'

' WAYNE DALTON CORF. - C24 - NON IN5ULATED '

'

WAYNE DALTON CORF. - C24 - NON INSULATED WAYNE DAL TON CORF. - C24 - NON INSULATED I

' WAYNE DALTON CORF. - C24 - NON IN5ULATED

WAYNE DALTON CORF. - C24 - NON IN5ULATl:D

i

WAYNE DALTON CORF. - C24 - NON IN5ULATED '

WAYNE DAL TON CORF. - C24 - NON INSULATED

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STUDS - PANT 4' HIGH

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SEE ADJACENT DETAIL FOR NOTES.

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LIGil-IT 6ROOM FINISH INSIDE FACE OF PANEL

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GALVANIZED METAL ANGLE

WITH METAL STUDS FAINT

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12" x 24" STARDARD DOCK 6UMFER 60L TED TO DOCK FACE FER MANUF. REC'&. SHIM AS REQUIRED TO PREYENT TRUCK FROM HITTING. 6UILDING INST ALL FACE OF DOCK LEVELERS FER ELEVATION5 AND MANUF. REG'S.

-DOCK HIGH DR. SILL 3"=1'-IZ>"

CONC. PANEL ~

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STOREFRONT SYSTEM WITH STOP AND WEATHERSTRIPPING -------

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ALUMINUM STOREPRONT ~ INSTALL RAIN

DRIP

DOORPER~ SCHEDULE WITH

METAL CAP AND WEATHER-STRIPPING

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SUBMIT SHOP DRAWING FOR REVIEW 6EFOF<E

CONSTRUCTION

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PRE-PRIMED METAL ROOF HATCH !FAINTED! \

EXTEND UP CURT AND ~=lf===~fM!~t 6UIL T-UF ROOFING ~' \

UNDER HATCH COUNTER FLASHING

5/6" GJJl.6. EA. SIDE ON -~ METAL STUDS

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PLANT SCHEDULE

Sym. Qty. Botanical Name Common Name Size Note

TREES

13 Acer olotonoides 'Crimson Sen trv' 'Crimson Sentry' Maple 1-.3/4" rol. B&B

' '' ·--"' , 2" col. 12 Betulo jocquemontii Jacquemontii Birch B&B . ,, 1\.:-

" 12 Colocedrus decurrens Incense Cedar 6-8' ht. B&B

-I

2 " col. 25 Crotoegus phaenopyrum Washington Hawthorn B&B

-6-8' ht. B&B -

: t Douglas Fir 30 Pseudotsugo mensiezii

·- 7 Pvru~ ro/ler"r"o 'r.hon tic/eer' Chnrtic/eer Pear 1-3/4" col. B&B

20 Tilio cordoto 'Greenspire' 'Greenspire' Linden 2" col. B&B

SHRUBS

13 Corn us sericeo 'Baile vi' 'Boilevi' Redtwio Doowood 24-30" B&B

(::; 6 Fatsio iooonico Janonese Ara!io 24-30" B&B -

24-30" 99 Erica 'Medium White ' 'Medium White' Heather B&B cornea

31 Hvdronoea macro. 'Nikko Blue ' 'Nikko Blue' Hydronqeo 24-30" B&B v

68 !lex crenata 'Convexo ' 'Con vexo' Japanese Holly 24-30" B&B -33 Liqustrum iooonico 'T ' exonum 'Texonum' Privet 24-30" B&B

28 Nondino domestico 'Compocto' 'Comoacto ' Heavenly Bamboo 24-30" B&B A

G 33 Prunus lusitonico Portuguese Laurel 24-30" B&B

~ 70 Ph ysocorpus copitotus Western Ninebork 24-30" B&B '-.V

24-30" 10 Rhododendron 'Roseum El ea ans ' 'Roseum El ea ans ' Rhododendron B&B = 71 Soiroea ioponico 'Shirobano ' 'Shirobona' Spiraea 24-30" B&B -15 Thu jo occiden ta/is 'Smorogd' 'Smarogd' Arborvitae 24-30" B&B

~ 34 Viburnum nlicotum t. 'Moriesii' 'Moriesii' Doublefile Viburnum 24-30" B&B

63 Viburnum tin us 'Snrina Bouauet' 'Sarina Bououet' Viburnum 24-30" B&B

GROUNDCOVER

Lown 511.IAr

3009 Rubus colcvnoides 'Emerald Coroet' 'Emerald Cornet Creeoino Berry 4" pot 24" Qt

760 Vinco minor 'Bowles' 'Bowles' Vinca 4" pot 24 11 QI

NOTE: 1) Symbols in plant schedule not to scale.

f · only· contractor to verify all plant 2) Quantities listed are or convenience ,

2

quantities.

NOlIS:

Deciduous Tree Plantin Detail scALE'N ot to Scale

S = SPACING ON CENTER AS SHOWN ON PLANS

~ S AS LONG AS IT IS EQUAL TO OR GREATER THAN 12"

~EDGE or PLANT BED, CURB, WALK, FENCE OR WALL

MULCH AS SPECIFIED

SPECIFIED BACKFILL

Specifications

BACK FILL MIX: 25% Compost 25% Top Soil 50% Native Soil

MULCH: 2~ Fir Bork

6"

CUT AND REMOVE ALL BINDING FROM THE TOP AND SIDES OF THE ROOT BALL BEFORE BACKFILLING_

@ Shrub Planting Detail Ji----~-SCALENot to Scale

PLANT SPACIN6 AS PER PL~N - - - - ..-

PREPARE BED AS PER Sf(ClflCAllOH

o

'-

SPECIFICATIONS BMX All WX: 25': Compost 25:1: Top Sall

~OI': Nati.., Soi

>!ULCH: 'it r .. iork

BEil PREPAllJ\llON: 3" .... ...an.,.,t depll> Ill bo~ omendmenb 8" deptll

GUY WIRES AS SPECIFIED

ANCHOR STAKES

MULCH AS SPECIFIED

SPECIFIED BACKFILL MIX

SPECIFICATIONS BACK FILL MIX:

25% COMPOST 25% TOP SOIL 50% NATIVE SOIL

MULCH: 2" FIR BARK

ST AKE: METAL FENCE POST DRIVEN INTO GROUND 30" DEPTH CUT POST 6" ABOVE GROUND

Evergreen Tree Planting Detail scALENot to scale

Rainier Business Park____,.,

ROOT CROWN:

RUBBER COLLAR

PVC FLAGS ON EACH WIRE.

NOTE:

1. REMOVE GUY WIRES AND STAKES 1 YEAR AFTER PLANTING.

2. CUT AND REMOVE ALL BINDINGS FROM TOP AND SIDES OF ROOT BALL PRIOR TO BACKFILLING.

SET 2" ABOVE FINISH GRADE

GUY WIRE: 10-12 GAUGE WIRE WITH GARDEN HOSE

INTER LOCK HOSE AROUND TREE TRUNK

0

Pacific Crest Industries

PROJECT LOCATION NORTH Not to Scale

0 Groundcover Spacing Detail 4 f----------'--~--- ® Groundcover Planting Detail 5 f-------'-'----SSALE'Not to Scale SCALE'Not to Scale

p ••

-

LANDSCAPE NOTES

1. Contractor is responsible for verifying the locations of all underground utilities prior to commencement of work; and to protect said utilities from damage during plant installation.

2. Contactor shall obtain and pay for all necessary permits and fees as required by applicable codes and ordinances for this work.

3. Contractor shall provide protection of all property, persons, work in progress, structures, utilities, walks, curbs and paved surfaces during the installation of landscape and irrigation work ..

4. Contractor shall keep all areas of work clean, neat and orderly at all times. All paved areas are to be cleaned following planting and maintenance activities.

5. Conflicts between approved planting plans and field conditions shall be identified to the Responsible Official prior to planting.

6. Proposals for plant substitutions, location adjustments. soil amendments or any variations from the approved plans shall require prior approval by the Responsible Official.

7. Soils located in planting areas that have been compacted to a density greater than that penetrable with a hand shovel (approx. 85%), shall be loosened to increase aeration for a minimum depth of 18 inches for the entire area of the compacted soils utilized for landscape purposes. Imported topsoil shall be incorporated into loosened sub grade to a minimum depth of 6".

8. The Responsible Official, during pre-construction, shall perform an on-site visual analysis of the soils. Verification of the need for additional soil amendments will be made at that time. Recommended amendments shall be applied prior to planting.

9. Use of fertilizer, organic or synthetic slow-release type, and pesticides of any kind shall only be permitted by the Responsible Official. Permitted applications of pesticides shall be applied by licensed applicators only. Applications of all pesticides, herbicides, and fertilizers shall be made in a manner that will inhibit their entry into waterways, wetlands, and storm drains.

10. All plant material shall meet current American Association of Nurseryman Standards for Nursery Stock (ANSI 260.1) requirements.

11. The Responsible Official shall inspect all plant material at the time of delivery. Allow 24 hours minimum notification for inspection request. Plant material that has been approved for installation shall be planted within 24 hours. Installation shall not be conducted under adverse weather conditions without prior approval of the Responsible Official. Plant material that cannot be planted within one day following arrival shall be heeled-in, kept moist and protected at all times from extreme weather conditions. Plants shall be stored at the sole responsibility of the Contractor.

12. Tree pits shall be a minimum of two times (2x) the diameter of the tree's root mass. Additional aeration may be required as directed by the Responsible Official. Add water tubes to the tree plantings in paved areas.

13. Street trees shall be symmetrical and uniform in appearance, size and structure.

14. Street tree and shrub setbacks shall be consistent with adopted City of Sumner Street Standards, and meet the following general requirements unless otherwise directed by the Responsible Official: a. Trees will not be planted in locations that could lead to roots damaging sidewalks or curbing. b. Trees will not be planted to obstruct vehicular Jines-of-sight at traffic intersections and driveways or to obstruct street lighting, signage or to result in a safety concern.

15. Turf areas shall consist of a low water use seed mix that is well adapted to the region. Specific seed selection shall be chosen based on soils, maintenance expectations and proposed use of the planting area.

16. Plant materials shall be guaranteed for a period of one year.

17. All planting areas to receive 2" Depth approved mulch.

18. Automatic irrigation system will be installed to irrigate all landscape areas.

19. No existing vegetation on site.

20. Estimated date of installation of landscape is 10/1/05; completion of all planting and finish materials scheduled for 10/30/05.

NO Not to Scale

Sheet List Table

Sheet Title Sheet

Number Notes and Index 1 Landscape Plan 2

OWNER:

Panattoni Development Company


Rainier Business Park

Sumner, WA

TEUFEL LANDSCAPE OREGON

12345 NW BARNES RD. PORTLAND, OR 97229

(503) 646-1111

TEUFEL LANDSCAPE ·WASHINGTON

6303 233RD PLACE SE WOODINVILLE, WA 98072

(425) 482-1112

DRAWING TITLE'

Notes And Index

DRAWING STATUS' 95% Complete

DRAWING DATE, Februa 9, 2005

REVISIONS: DATE'

City Comments 4-26--05

SCALE:

DRAWN BY: BID

CHECKED BY: RLK

JOB NUMBER' 66059

BER:

OF 2

All drawings and written material appearing herein constitute the original andl.lllpublished work of the landscape architect and the same may not be duplicated, used, or disclosed without the written consent of the landscape architect @Teufel Nursery, Inc.

•

SUMMARY OF PARKING AREA A LANDSCAPING:

Number of parking stalls = 138 Landscaping provided = 5,604 SF

Number of trees: Number of shrubs:

Req'd* 24 56

Provided 32

211

*per City of Sumner Design & Development Guidelines, p. 90, One tree per 6 parking stalls and one shrub per 20 SF of parking area landscaping are required.

Note: 1) The number of trees and shrubs provided is higher than required by code in order to have some of the perimeter plantings also satisfy the landscape yard setback requirements detailed on p. 89 of the D&D Guidelines.

SITE LOCATION: #OF TREES PROVIDED:

#OF PKG STALLS PROVIDED:

Front yard buffer 32 Building screening 23 Parking Area A + Rear yard buffer 50

Total 97

TOTAL SITE= TOTAL LANDSCAPING PROVIDED=

10.11o/o OF SITE

377,148 sf 38, 152 sf

47 37

138

222

r I I I I I I I I I I I I I I I I I I

8 NORTH

I

I

Landscape Plan Scale: 1 "=30'-00"

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•

FRONT YARD BUFFER AREA

BUILDING 2 185,025 SF TOTAL 222 PARKING 377,418 APPROX. SF LOT 8.66 ACRES 10% REQUIRED LANDSCAPE 37, 7 42 LANDSCAPE SHOWN = 38, 152 SF

SF

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PARKING AREA A BOUNDARY FOR LS CALCULATION PURPOSES

SR 167

7'

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OWNERo

Panattoni Development Company


Rainier Business Park

Sumner, WA

TEUFEL LANDSCAPE OREGON

12345 NW.BARNES RD. PORTLAND, OR 97229

(503) 646-1111

TEUFEL LANDSCAPE WASHINGTON

6303 233RD PLACE SE WOODINVILLE, WA 98072

( 425) 482-1112

ORA WING TlTLEo

Landscape Plan

DRAWING STATUSo 95% Complete

DRAWINGDATK Februa 9,2005

REVISIONS: DATEo

City Comments 4-26-05

SCALK

DRAWNBYo BID

CHECKED BYo RLK

JOB NUMBERo 66059

B

2 OF 2

All drawings and written material appearing herein constitute the original andUnpublished work of the landscape architect and the same may not be duplicated, used, or disclosed 'Without the written consent of the landscape architect @Teufel Nursery, Inc.

GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE -ASTM'S NOTED ARE TO BE LATEST EDITION

1. DESCRIPTION Building Nome & Site location - Pacific Crest Industries

Sumner, Washington

2 . DES l GN CODE AND ST AN DAROS Applicable Code (Edition/Nome) - 2003 International Building Code (JBC) Code supplement & Date - ASCE 7-02

3. DESIGN LOADS o. Roof Live Load b. Snow Load

c. Seismic

See snow load Basic ground snow load - Pg = 25 Basic roof snow load - Pf = 25 psf Drifting snow is required in the design. Ss • 1.21, Sl = 0.36, Fa= 1.016, Fv = 1.68, le= 1.0,

Site Closs "D" ond

d. Wind Load

e. Load Combinations

OSHA STANDARDS

Seismic Design Category• ~c·. Seismic Use Group I. sos = 0.805, SD1 = 0.383. Basic Seismic Force Resisting System= Bearing wall systems, special reinforced concrete shear walls Design Base Shear VU= . 115 W, R = 5.0 Equivalent Lateral Force Procedure used. Sprinkler lines will be braced to top of girders or top chord of steel truss. by the sprinkler contractor. Basic wind speed (3 sec. gust) = 85 (ll'!'h) Exposure B Importance factor Iw - 1.0. All Code required load combinations are to be used in the building design.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS ANO METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT.

FOUNDATION THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF IN ACCORDANCE WITH SOILS REPORT #E-9962-5 DATED DECEMBER 26, 2001 PREPARED BY EARTH CONSULTANTS, INC. PREPARE THE SITE PER SOILS ENGINEER'S RECOMMENDATIONS. BEAR ALL FOOTINGS AND SLABS ON COMPACTED STRUCTURAL FILL, SEE SOILS REPORT. COMPACT ALL STRUCTURAL FILL ANO BACKFILL PER SOILS ENGINEER'S RECOMMENDATIONS. DETERMINE MAXIMUM DENSITY BY ASTM-D 638. EXTEND ALL EXTERIOR FOOTINGS 18" MIN. BELOW FINAL FINISHED GRADE. SEE ARCH. ANO SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT.

SLABS ON GRADE THE SLAB ON GRADE FOR THIS PROJECT IS TYPICAL OF THAT IN OTHER BUILDINGS WITH SIMILAR FLOOR LOADINGS AND SOIL CONDITIONS. THE SLAB HAS NOT BEEN DESIGNED FOR ANY SPECIFIC LIVE LOAD (INCLUDING CONSTRUCTION LOADS) AND HAS BEEN DETAILED TO MEET LOCAL INDUSTRY STANDARDS FOR SIMILAR BUILDINGS.

REVIEW WITH THE SOILS ENGINEER ANY CONSTRUCTION LOADINGS ON THE SLAB AND SOILS BELOW. TAKE NECESSARY MEASURES TO INSURE THAT TfE SLAB AND SOILS BELOW WILL NOT BE EFFECTED OR DAMAGED BY THE CONSTRUCTION LOADING.

CAST•IN..PLACE CONCRETE F'c • 3000 PSI FOR ALL CAST-JN-PLACE FOOTINGS.

F'c = 4,000 PSI FOR TJLTUP PANELS ANO SLAB (TYP.) ULTIMATE STRENGTH DESIGN METHOD VSED. CONCRETE MAY BE PROPORTIONED ON TfE BASIS OF FJELD EXPERIENCE AND TRIAL MIXTURES AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. MIXING ANO PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE !BC AND ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE llURKABLE MIX WITH 4" MAXIMUM SLUMP v.ttlCH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% + 1-1/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSURES. LIMIT WATERCEMENT RATIO TO .45 ANO USE TYPE V CEMENT llHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE JN EXCESS OF .2%. ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICJZING ADMIXTURES MAY BE USED TO INCREASE \\IJRKABILITY WITHOUT INCREASING WATER-CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS.

PRECAST WALLS CONTRACTOR SHALL CHECK PRECAST PANEL LIFTING STRESSES BASED ON METHOD OF HANDLING AND ERECTION TO BE USEO. PROVIDE ADDITIONAL REINFORCING STEEL ANO STRONGBACKS AS REQUIRED. USE CONTINUOUS NON-SI-RINK GROUT BETWEEN PANELS AND FOOTINGS.

REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A 615, GRADE 60 (fy=60,000 PSI). LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETERS, 2'-0" MINIMUM, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2'-0" MJN. BENO) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACJ MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A 185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT:

NONPRESTRESSED CAST-JN-PLACE CONCRETE (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ......................•..• 3 FORMED SURFACES

EXPOSED TO EARTH OR WEATHER ..... ,, ........... #6 AND LARGER .......... 2 #5 ANO SMALLER •.... 1-1/2

NOT EXPOSED TO WEATHER OR JN CONTACT WITH GROUND SLABS , WALLS , JO I STS ...................... 14 AND LARGER ...... 1-1 /2

#11 AND SMALLER ...... 3/4 BEAMS, COLUMNS

PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS ........ ,, .. 1-1/2

REINFORCING STEEL WELDING USE ASTM A 706 GRADE 60 (fy • 60000 PSI) FOR ANY REINFORCING THAT JS TO BE WELDED. FOLLOW PROCEDURES OF ANSJ/AWS 01.4-98, "STRUCTURAL WELDING CODE -REINFORCING STEEL". USE E BOXX LOW HYDROGEN ELECTRODES CONFORMING TO ANS!/AWS A5.1 OR A5.5. DO NOT WELD REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO. 7 THROUGH NO. 11 BARS. DO NOT WELD NO. 14 AND NO. 18 BARS. DO NOT WELD WITHIN 3-INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE WABO CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES.

RAINIER PARK OF INDUSTRY

PACIFIC CREST INDUSTRIES SUMNER, WASHINGTON PANATTONI CONSTRUCTION,

STRUCTURAL STEEL ALL WORK JN ACCORDANCE WITH "AJSC SPECIFICATION AND SUPPLEMENT 1 FOR TfE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE •cooE OF STANDARD PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO TfE FOLLOWING STANDARDS:

WIDE FLANGE SHAPES ASTM A 992 OTHER SHAPES & PLATES ASTM A 36 TUBE SHAPES ASTM A 500, GRADE B PIPE SHAPES ASTM A 53, TYPE E OR S, GRADE B

(Fy=50,000 PSI) (Fya36,000 PSI) (Fy=46,000 PSI) (Fy=35,000 PSJl (Fy=50,000 PSI (Fy=36,000 PSI

WELDfEAD STUDS ASTM A 108 ANCHOR BOLTS ASTM F 1554 HIGH STRENGTH BOLTS ASTM A 325 BASE PLATE GROUT ASTM C 11 07

ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS -BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON-SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY, lNLESS OMRWISE NOTED. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A 325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS" (6/23/01). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER IBC TABLE 1912.2 FOR CONCRETE, U"'-ESS SHOWN OTHERWISE. ALL WELDING TO CONFORM WITH AWS 01. 1 "STRUCTURAL \\ELOING CODE - STEEL". WELDS NOT SPECIFIED SHALL BE 1/4• CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL BE AWS PREQUALJF!ED. WELOHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. CONCRETE EXPANSION ANCHORS - "HILT! KWIK BOLTS" - INSTALL IN ACCORDANCE WITH JCBO REPORT NO. 4627. MASONRY ANCHORS - "HJLTJ EPOXY ANCHORS" - INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMEf\OATJONS. COORDINATE l\URK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND METAL DECK SHALL BE JN ACCORDANCE WITH THE CURRENT OSHA STEEL ERE CTI ON ST AND ARD. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THIS STANDARD. THE GENERAL CONTRACTOR SHALL REVIEW THE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO TfE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR JS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT.

DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE COMPLETE.

MEMBERS DESIGNATED "POSTS" ARE NOT DESIGNED TO CARRY THE OSHA 300 POUf\O ECCENTRIC LOAD.

STEEL JOIST & JOIST GIRDERS DESIGN AND FABRICATE JN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, K-SERJES, FOR LONGSPAN STEEL JOISTS, LH-SER!ES AND DEEP LONGSPAN STEEL JOISTS, DLH-SERIES, AND FOR JOIST GIRDERS" AND RECOMMEl'()ED CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS", STEEL JOIST INSTITUTE (SJ I ) , PROV I DE BR IDG l NG AND CAMBER AS REQUIRED BY ST AND ARD SPEC l FI CAT IONS. DESIGN JOISTS AND JOIST GIRDERS FOR ALL LOADS SHOii!< ON PLANS OR AS REQUIRED. DESIGN TOP CHORDS FOR DRAG LOADS AS NOTED. DESIGN WEB MEMBERS FOR IN PLANE SHEAR FORCES AS NOTED. ONE THIRD INCREASE MAY BE USED FOR LATERAL LOADS IN COMBINATION WITH GRAVITY LOADS ONLY WHEN SPECIFICALLY NOTED ON PLANS. VERIFY ALL MECHANICAL, ELECTRICAL, AND OTHER SPECIAL LOADS WITH MECHANICAL, ELECTRICAL, AND OTfER SPECIAL SUB-CONTRACTORS. PROVIDE SPECIAL CONNECTIONS AS SHOWN OR REQUIRED. MANUFACTURER SHALL DESIGN END SUPPORTS FOR SHORT BEARING LENGTH AS REQUIRED.

SUBMITTAL SHALL INCLUDE: BILL OF MATERIAL, PLACEMENT PLANS, CALCU.ATIONS AND SJI PLANT APPROVAL. A CIVIL OR STRUCTURAL ENGINEER REGISTERED JN THE STATE IN WHICH THE PROJECT IS TO BE BUILT SHALL STAMP AND SIGN TfE CALCULATIONS. THIS SAME ENGINEER SHALL REVIEW THE PLACEMENT PLANS TO ASSURE CORRELATION BETWEEN PLACEMENT PLANS AND CALCULATIONS. PLACEMENT PLANS SHALL SHOW MARK NUMBER, ORIENTATION AND LOCATION OF ALL PIECES. INCLUDE ALL DESIGN LOADS, BRIDGING AND BRACING REQUIREMENTS, SPECIAL COfl.NECTIONS AND BEARING DETAILS.

DO NOT BEGIN FABRICATION lNTJL SUBMITTAL HAS BEEN REVIEWED. OBTAIN llll!TTEN APPROVAL TD FABRICATE PRIOR TO SUBMITTAL OF CALCULATIONS. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DISCREPANCIES BETWEEN BILL OF MATERIAL AND CALCULATIONS.

COORDINATE WRK WITH STRUCTURAL STEEL FABRICATOR. MANUFACTURER SHALL BE A SJI APPROVED PLANT WITH AT LEAST 5 YEARS EXPERIENCE.

ON COMPLETION OF THIS WORK SUBMIT 2 COPIES OF THE FINAL REVISION OF THE SHOP DRAWING PLANS FOR THE ENGINEER'S AND OWNER'S PERMANENT RECORD.

REBAR DOWEL INSTALLATION DRILL HOLES FOR DOWELS JN ACCORDANCE WITH GROUT MANUFACTURERS RECOMMEf\OATIONS. BLOW HOLE CLEAN WITH OIL FREE COMPRESSED AIR. FILL HOLES WITH A MEASURED AMOlNT OF HILT! HY-150. INSERT REBAR AND SECURE lNTJL GROUT HAS REACfED ITS INITIAL CURE. ALL WORK SHALL BE BY PERSONNEL EXPERIENCED IN THE USE OF THIS PRODUCT, AND IN ACCORDANCE WITH ICBO REPORT NO ER-5193.

FRAMING LUMBER GRADES & STRESSES SHALL CONFORM WITH "WESTERN LUMBER GRADING RULES '91", WI/PA OR "STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER", 1991, WCLB. ALL LUM9ER S4S AND S-DRY U"'-ESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE, USE THE FOLLOWING:

VISUALLY GRADED DIMENSION LUMBER (2" TO 4" THICK BY 2" & WIDER) STUDS - TYPICAL STUDS - WHERE NOTED JOISTS & RAFTERS - TYPICAL PLATES & LEDGERS SEAMS & HEADERS - TYPICAL

SPECIES GRADE BASE VALUE Fb

DOUG FIR DOUG FIR DOUG FIR DOUG FIR DOUG FIR

STANDARD #2 #2 #2 #2

550 PSI 875 PSI 875 PSI 875 PSI 875 PSI

BOLT HEADS ANO NUTS BEARING AGAINST WOO SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. ALL WOO JN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USE STANDARD LENGTH COMMON NAILS CONFORMING WITH ASTM F1667 FDR ALL NAILING EXCEPT 111-iERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION JN PLYWOOD DIAPHRAGMS. PROVIDE MIN. NAILING PER IBC TABLE 2304.9. 1 UNLESS NOTED OTHERWISE. ALL HANGERS, TIES AND CONNECTORS ARE SIMPSON. OTHER MANUFACTURERS WITH ICBO APPROVED LOAD CAPACITIES EQUAL TO OR GREATER THAN THAT SPECIFIED MAY BE USED. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER. CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS APPROVAL, EXCEPT THAT 1-INCH DIAMETER HOLES MAY BE DRILLED JN 2X STUDS AND PLATES --NO MORE THAN ONE HOLE EVERY 6-JNCHES.

PLYWOOD <PANELIZED ROOF> CONFORM WITH IBC, CHAPTER 23 AND NER-108 (APA). ALL PANELS RATED EXPOSURE 1. SEE PLANS FOR NAILING SPACING. 15/32" OSB ON ROOF AND WALLS. 3/4 COX T&G ON FLOOR. MINIMUM NAILING UNLESS INDICATED OTHERWISE ON ROOF PLAN, JS 10d ( .148" DIAMETER) COIMJN NAILS AT 6" O/C ALL PLYWOOD EDGES AND 12" O/C AT INTERMEDIATE SUPPORTS. PROVIDE 1-5/8" MINIMUM PENETRATION JN DOUGLAS FIR AND 2" MINIMUM IN OTHER SPECIES. CONTRACTOR TO NOTIFY ENGINEER FOR NAILING REVIEW PRIOR TO ROOFING.

INC

PLYWOOD WEB JOIST DESIGN & MANUFACTURED BY TRUS JOIST MACMILLAN IN ACCORDANCE WITH NER-200. PROVIDE & INSTALL WEB STIFFENERS AS SHOWN OR REQUIRED.

DEAD LOAD ON FLOOR 15 PSF HOLES IN WEBS SHALL BE JN ACCORDANCE WITH MANUFACTURER. SUPPORT CONCENTRATED LOADS JN ACCORDANCE WITH MANUFACTURER. VERIFY ALL MECHANICAL & ELECTRICAL & OTfER EQUIPMENT; PROVIDE ADDITIONAL JOISTS AS REQUIRED.

PARALLAM PSL WOOD MEMBERS MANUFACTURED BY TRUS-JOIST MACMILLAN JN ACCORDANCE WITH NER-481. MATERIALS TO COMPLY WITH NES REPORT NO. NER-481. PARALLAM PSL TO BE MANUFACTURED FREE OF FINGER JOINTS, SCARFS, OR MECHANICAL CONNECTIONS. ADHESIVES TO BE WATERPROOF TYPE CONFORMING TO ASTM D-2559. PARALLAM PSL TO BE MANUFACTURED IN AN APPROVED PLANT. Fb=2,900, Fvx=290 PSI. EACH MEMBER TO BE IDENTIFIED SY A STAMP INDICATING THE PRODUCT TYPE & GRADE, NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER, AND INDEPENDENT INSPECTION AGENCY'S LOGO. ALL MEM9ERS TO FIT SNUG AND TIGHT JN THEIR CONNECTIONS AND DEVELOP FU.L BEARING AS INDICATED. If\OUSTRJAL APPEARANCE GRADE.

SUSPENDED CELINGS CEILING SYSTEMS AND THEIR CONNECTIONS TO THE BUILDING STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE LATERAL FORCES SPECIFIED IN CHAPTER 16 OF THE INTERNATIONAL BUILDING CODE.

INSPECTIONS INSPECTIONS ARE TO BE PER !BC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING LAB. FOlNDATION: CONCRETE:

REINFORCING:

CONC. EXPANSION & MASONRY ANCHORS & DRILLED JN DOWELS:

WELDING:

PLYWOOD ROOF:

WELDHEAD STUDS:

INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS. TAKE CONCRETE CYLINDERS AS REQUIRED BY CODE, VER I FY SUMP , STRENGTH, AIR CONTENT, PLACEMENT OF CONNECTIONS AND ANCHOR BOLTS. VERIFY THAT ALL REINFORCING JS PLACED JN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, GRADE, AND SPACING. COPY OF JCBO REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE SYSTEM INSTALLATION JS IN ACCORDANCE WITH REPORT. PER AWS, SECTION 6. INCLUDES WELDING OF REINFORCING AND DECK. INSPECT THE FOLLOWING PRIOR TO \\ELDING: PERSONNEL QUALIFICATIONS, WELDING PROCEDURES, WELDING EQUIPMENT, WELDING CONSUMABLES, BASE METAL DUALITY, JOINT PREPARATION AND FIT-UP, PREHEAT, WELD I NG COND l TI ONS, DUR I NG WELD l NG INSPECT THE FOLLOWING: TACK llt£LD QUALITY, l!IELD PROCEDURES, INTERPASS TEt.f>ERATURES, CONSUMABLE CONTROLS, INTERPASS CLEANING, VISUAL INSPECTION, NOT, IF REQUIRED. AFTER WELDING INSPECT THE FOLLOWING, IF REQUIRED: CONFORMITY TO PLANS AND SPECIFICATIONS, CLEANING, VISUAL INSPECTION, NOT, REPAIRS INSPECTION. POST WELD HEAT TREATMENT, DOCUMENTATION. f\OT IS REQUIRED FOR ALL COMPLETE PENETRATION WELDS - SHOP & FIELD. VISUAL INSPECTION IS REQUIRED FOR ALL OTfER FIELD WELDS. CALL BLDG. DEPT. AND ENGINEER FOR NAILING REVIEW PRIOR TO ROOFING OR COVERING WALLS. VERIFY THAT STUDS ARE PROPERLY INSTALLED BOTH IN FIELD AND ON SHOP FABRICATIONS. INSPECTION SHALL INCLUDE BENDING A MINIMUM OF TWO STUDS AT EACH SET UP IN ACCORDANCE WITH TRW NELSON'S RECOMMENDATIONS.

SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & ST~ED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL. MISCELLANEOUS STEEL. REINFORCING STEEL AND TRUSSES. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS ... ".

SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FJELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FJELD CHANGES PRIOR TO INSTALLATION.

NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT Pl.ANS SHOWING LOCATION, LOAD ANO ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THE:SE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. IF THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS, IT WILL BE THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL.

PRECAST PANl!L NOTES 1. PANEL ELEVATIONS SHOW INSIDE FACE. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FORMING PAJIELS. 3. PROVIDE ADDITIONAL HORIZONTAL REINFORCING PER PANEL ELEVATIONS AT OPENINGS

WITH HORIZONTAL TRIM BARS EXTENDING 2'-0" BEYOND EDGE OF OPENINGS. VERTICAL TRIM BARS TO RUN FULL LENGTH.

4. PANEL LIFTING STRESSES ARE TO BE CHECKED BY THE CONTRACTOR WHO SHALL PROVIDE REINFORCING STEEL AS REQUIRED FOR HANDLING ANO ERECTION. USE STRONGSACKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS.

5. PROVIDE 3/4• CHAMFER AT ALL EXPOSED CORNERS UNLESS OTHERWISE INDICATED ON ARCHITECTURAL DRAWINGS.

6. PROVIDE 3 COATS ASPHALTIC PAINT OR A 3" MINIMUM CONCRETE COVER AT ALL CONNECTIONS EXPOSED TO EARTH OR WEATHER.

7. PROVIDE 3/4" NON-SHRINK GROUT BETWEEN BOTTOM OF PRECAST PANELS AND TOPS OF FOOTINGS.

8. MAXIMUM DEPTH OF REVEAL STRIPS TO BE 3/4", SEE ARCHITECTURAL DRAWINGS FOR LOCATION. VERIFY ALL PANEL THICKNESSES WITH ARCHITECTURAL DRAWINGS.

9. PANEL CONNECTIONS FOUND ON SHEET S5.1. 10. PROVIDE 1/2" CLEARANCE BETWEEN PRECAST ELEMENTS UNLESS NOTED OTHERWISE. 11. SHOP DRILL (1/4" DIAMETER) AIR RELEASE HOLES IN EMBEDMENTS AT 6" o/c AS

REQUIRED JN ORDER TO DISPLACE ANY VOIDS IN FORMWORK. 12. REMOVE ALL WELD SLAG AROUND EMBEDMENTS EXPOSED TO WEATHER AND SAND-BLAST.

PROMPTLY PAINT WITH 2 COATS OF RUST INHIBITING PRIMER PRIOR TO FINAL PAINTING.

13. TYPICAL PANEL TO BE 6-3/4" THICK UNLESS NOTED OTHERWISE. PLACE VERTICAL REINFORCING AT CENTERLINE OF PANEL UNLESS NOTED OTHERWISE. WHERE REINFORCING STEEL IS NOTED AS E.F. (EACH FACE), PLACE 3/4• CLEAR TO INSIDE FACE AND 1-1/2" CLEAR TO OUTSIDE FACE.

ABBREVIATIONS ARCH. = ARCHITECT M.R.S = METAL ROOF SUPPLIER BAL. = BALANCE N.F. = NEAR B. OR BOT. = BOTTOM N.T.S. • NOT TO SCALE BTWN. = BETWEEN O/C • ON CENTER BLDG. = BUILDING O.F. • OUTSIDE FACE B.O.C.A. = BUILDING OFFICIALS 0. s. = OUTSIDE

CODE ADMINISTRATORS O.T.O. • OUT TO OUT BRG. = BEARING REINF. • REINFORCING C. l.P. = CAST IN PLACE REM. = REMAINDER C.J. = CONSTRUCTION JOINT R.O. = ROUGH OPENING CLR. = CLEAR SECT. •SECTIONS CMU = CONCRETE MASONRY SIM. • SIMILAR

UNIT S.J. • Sl-RINKAGE JOINT COL. = COLUMN STL. • STEEL CONC. = CONCRETE SW • SHEARWALL C.S.J. = CLOSURE STRIP JOINT SYMM. = SYMMETRICAL EA. • EACH T. • TOP E.E. = EACH END T.O.B. • TOP OF BEAM E.F. = EACH FACE T.O.F". • TOP OF FOOTJ NG E.J. = EXPANSION JOINT T.o.s. = TOP OF STEEL EL. OR ELEV. • ELEVATION TOP OF SLAP E.N.W. OR ENW = ENGINEERS NORTHWEST TYP. • TYPICAL AT ALL EQ. = EQUAL SIMILAR PLACES E. S. = EACH SIDE u.s.c. • UNIFORM BUILDING E.W. = EACH WAY CODE F.O.C. = FACE OF CONCRETE U.N.O. = UNLESS NOTED F.O.S. = FACE OF STUD OTHERWISE F.o.w. = FACE OF WALL = VERTICAL EACH FACE FTG. = FOOTING VERT. = VERTICAL GA. =GAGE V.F.F. • VERTICAL FAR FACE GALV. = HOT DIP GALVANIZED VFY • VERIFY G.W.B. = GYPSUM WALL BOARD V.l.F. • VERTICAL INSIDE H. OR HORIZ. = HORIZONTAL FACE l .C.B.O. = INTERNATIONAL V.N.F. = VERTICAL NEAR FACE

CONFERENCE OF V.O.F. • VERTICAL BUILDING OFFICIALS OUTSIDE FACE

J.F, = INSIDE FACE W/ = WITH INC. = INCLUDING W/O = WITH OUT J.S. = INSIDE FACE W.H.S. = \\ELD HEAD STVD K =KIP (1000 POUf\OS) 0 = AT L. W. = LONG WAY t • CENTER LI NE M.B.S. = METAL BUILDING re. = PLATE

SUPPLIER

PACIFIC CREST INDUSTRIES STRUCTURAL SHEETS

s 1.0

s 1 .1 s 1.2 s 1.3

s 2.1

s 3.1

s 4.1 s 4.2 s 4.3

(ENW #05038)

GENERAL NOTES

FOUNDATION PLAN ROOF FRAMING PLAN MEZZANINE FRAMING PLAN

ROOF FRAMING SECTIONS

FOUNDATION SECTIONS

& SECTIONS

P.C PANEL WALL ELEVATIONS P.C PANEL WALL ELEVATIONS P.C PANEL CONNECTIONS

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A-3.1 I 6. FOO INGS MAY BE NOTCHED FOR DOWNSPOUTS I. I I I I I I I I I I

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--, I I I I I I I I

'

-x ..... "' x

"' "

~ B-1.3

"' l "'

11 1,1 11 11 11 l,1~

~r-1.3 r

r ~ II u

~i rl: 11:

n 1'1

II ..,_----===--~ ~: 4 .. ._ ______

111 _

II II

II A-1.3

: A-9 I I I I I I I I I I I I I I I

t--TYP. HOR ; ii 4 """ II ~ 11 II t

"'~ 11 II I

stx9f PARALAM TYP. U.N.O.

11 II I

-- -- -+---1-1-1-"-- -- --:,.~i"-!-..,~4J"'"f)"' __ --- ----t---- -- -- _I,..! - --- -© - 1:1 l

, F-1.3

~ G-1.3

s!x22

I ::1.3

"' "' "'

f)"> I I "'-" :: I ">? 11 I

h I -----:i 11 I

I I II 4 16" TJl/65 I : ' : : : ....____,0"°2-4~·0"'/~c,"'TY'-..,,P-. ----., : I I 11 I I I 11 I I I II I --r ...... +·' ----~-t~-~-6'.J------t-3fx16 HOR. i

~1 D-;; I i 11 I ,I

r:

rl 11: i" T. & G. PLYWOOD :1: TYP. U.N.O.

5tx22 ~Jo-9 ---------~r:

M II

A-9

i : : 4x6 LEDGER

- ---+--~- - - --1.ii&i-=====~~;==i:----® G-;;I

§ -x ..... "' Jl .... '

l 5tx22 ·----· stx22

'

I

~.3 4x6 LEDGER I B-l

40'-0"

~F-1.3

MEZZANINE FRAMING PLAN !'" = 1'-0"

G-9

P.C. DO NOT SHADE WINDOW TYP.

IA-:1.3

r-----------------------1 I I

I I I

11 fr TJl/65 Cl24"o/c

~=======================

! 1::1.3 I I I I I

20" TJl/65 Cl16"o/c

2 -2x=t0 TYP. HOR.

~1.3 I I I I

! IA'=1.3 I ~======================= I I I I

I I I

16" TJl/65 024"0/c

0:

"' (!> c ~

"' x ...

L-----------------------

7

CONC. WALL

t" T. & G. PLYWOOD

G-9

•• ••

~

. "

AT INTERIOR WALL

~EATED If. w/ ~ KWIK BOLTS Cl "oc (EMBED 3fj-~W

mi11ilji~g

WEB STIFFNER

TJI PER PLAN

2x6 O 24"oc w/ SINGLE STUD Cl JOIST

SLAB PER PLAN

THICKENED SLAB FTG. PER PLAN 1 '-6" .I

NEW TJI w/SIMPSON WPI HANGER

SIMPSON Lm31 0 72"oc

PRODUCTION SHPPORT FRAMING PLAN SECTION A-1.3 SECTION

BEAM PER PLAN~

SECTION

\_ TJI w/ SIMPSON MIU HANGERS

C-1.3 i" = 1·-0·

~6 LEDGER w/

! DOUBLE ROW OF NAILS

f KWIK BOLTS Cl "oc (EMBED 3fj

P.C. PANEL __ J

SECTION

~-'SIMPSON LTTl31 0 72"oc

G-1.3 l" = 1'-0"

. "

i" = 1·-0·

6"

c--1 t·

! . ' i I • I

.....

' - -~ • "'

I I I I Lf' BRG. If. I I I I I I I I

3~3fxi I I I H .• S. COLUMN I I I I BASE It PER I I PER SECTION E-1.3 I I I I I I I I

• "

SECTION D-1.3 i" = 1'-0"

SECTION H-1.3 i" • 1'-o·

~- = 1'-0"

6"

I ~1t" '

' i" l w/ • - ~BOLTS\ - • " ' 0 -- • <O

' I i" BRG. If. I !\ d \I I I I I iv • •

• I I _,-- H.S.S. COLUMN I I PER PLAN I I I I r,::.1 f" •

"' !" BRG. It w/ I I I ~ - KWIK fOLTS I (EMBED 4 ") \ ! I '

I tV f;l I v _! I I

' > • I I '

, . , - • /;> 4 , ' .. /\ ~ . ~ . • •/ / •.

' s , FTG. SIZE PER Pl>J'l ~ c

0..

ffi 0..

SECTION E-1.3 :i· - 1·-0·

' -N

i" BRG. It

SECTION

SHEARWALL SCHEDULE

0 a• OSB 8d COMMON NAILS ill 6'oc EDGES, 12" FIELD. BLOCK ALL EDGES SE HD2A HOLD DOWN

® 3· OSB 8d COMMON NAILS 0 4"oc EDGES, 12" FIELD. BLOCK ALL EDGES SE HD6A HOLD DOWN

fx4 NAILER w / ~·- BOLTS Cl 24"oc

~x3.lx* LEDGER w/ f"6 ~wi'K BOLTS @ 24"cc

B-1.3 i• = 1'-0"

P.C. PANEL

6x21 x.\ It w/ 4- j"<f KWlK BOLT 3 0 9 oc HORIZ. & VERT •

F-1.3 .J.•-1•0• . - -

ill

• 0 c

~ .Jl 0: 0 0 "'

en w -a: .... en :::::> Q z -....

>- en 0:: I- w cn :::> a: Cl z 0 i.... 0 (.) ~ -0:: LL. <( 0... -(.) 0:: ..... - -c z -<( A. 0::

Ill w I-< -en u z Q

0 Ill I- Ill u w < cn

"' old a: z w j .J

.J 0.. w

::> (!) ::E z - w :::?: u <( z 0::: i.... <

.J ..... z sheet z <(

u z

Gl ... 0

"O

c 0 ·-.. '> ~

-z 0

zt-og I- 0:: (!)I-Zen -z :::c: 0 ~u 3::-z -o 0:: I-..... I-Z<( ~z :::> <( en o...

ti) Ill Ill N

Ill N ti)

co 0 N

-c •

- N N

-c -IX) O>

<( .. 3: • w ... ..J

~ () <(

w w Ill

... • w - a

J: Ill w ~

u j a: 0

tt)

-c -N S1.3 N w ~

~·o KWIK BOLT @ 24"o/c --

I I rf---2 ROWS 1 Od 04"oc

/ I STAGGERED

ix6 BLKG. w/ "o CARRIAGE SOL TS 24"o/c

• "' • ...

L 6x4x;i CONT.

SPLICE/

" 0

It 4xix1'-4"

WELD @ EA. JOIST >-..,...f+.-.J..

SEAT t 4

$<PE~- PLAN> ___ _

~_E_R PLANL __ BOT. OF PL YWD.

It 12"x15"x:J." w/6 -f"ox4:j." W.H.S. 09°0/c H. 6"o/c V. __ _,.,

w/ ~·o J-BOLTS 048"oc (EMBED 6") r It P~R ARCH.

-!• STIFF. It ( CTRD. ON JOIST

/ TYP.

I JOIST MFR. TO DESIGN FOR 12.0K EQ. (SERVCE LEVEL)

0

$<PER -~LAN> ----,...

$[PER__PLAN) ___ _

ix4 NAILER w/ t"o BOLTS 0 24"o/c

DET Al L BETWEEN JOISTS ~"o KWIK BOLTS 0 24"o/c EMBED 4i"

' "

y <I. PNL. JT.

' - ' ---~~

r SPLIC E It 0 0 0 0

P.C. PANEL PER ELEVS.

JOIST PER PLAN

0 I 0 0 0 •o ADD STIFFENER

0 0 0

' ~

0

\ \..PLATE EA. SIDE

OINT OF J

JOIST AT PNL. JT.

JOIST PER PLAN \ \

,---------,\ WIE; ADD 4x6 BLKG. & TAB lt'e BTWN. JOISTS WHERE NOTED PER SECT. C-3.1

\

SECTION

4x NAILER w/ i"o BOLT 024"0/c STAGGER

L 2!x2!xi 0 1/2 & 2.3 PT MODULE w / 2x6

SECTION

SECTION A-2.1 SECTION

I

JOIST PER PLAN

GIRDER PER PLAN (GIRDER MFR. TO DESIGN FDR AXIAL LOAD TRANSFER PER PLAN ACROSS TOP CHORD)

BRIDGING AS REQ'D. BY JOIST MFR.

E-2.1 i" - 1·-0·

I I ' ' t"'-'t"-· - DOUBLE ROW OF NAIL

2x6 024"0/c SEE F-2.1

DRAG STRUT PER PLAN

fix NAILER w I "o AB. 024"0/c

EMBED 6')

--7f' WALL

J-2.1 !• = 1·-0·

t· - 1'-0"

1 -1 Odx2t THRU SHEATHING IN MIDDLE THl"R'D"_'.O"_F__.__.__.: TOP FLANGE. - •

, 44g" MAX.

MIN. (4)-10dx2t" J • • MIN 06"oc MAX. ___,..- I- ' AT EA. HGR. I

i fill!£; NAILER MUST BE FLUSH 1 f" PSL OR DOUG FIR

FACTORY INSTALLED DETAIL f1 OR EXTEND SLIGHTLY

CONT. NAILER HOLD TOP It t" GAP

• -------~I'

+-Ii STIFFENER PER PLAN

WIE;-_/ HGR. SEPARATION FROM ~UPPORT GREATER THAN -j:" WILL REQUIRE A FIX. CONTRACTOR TO NOTIFY ENW IMMEDIATELY FIELD VFY. ND SPLITTING OF NAILER AT HGR.

JOIST PER PLAN

tU.S.

SIMPSON HF26N HGR. 0 STIFFENERS w/ MIN. (1)-10d PER TYP. ROOF NAILING 'rHRU HGR. TOP FLANGE

*14(0.242) x 2" WOOD SCREWS 0 12"oc STAGGERED

• "' -~-----l(-

SECTION F-2.1

•b

t· It w/ 6 -{19x6'-6"-

• u

GRID

# OF BOLTS

ALL BOLTS

1t· = 1·-0·

I 0 0 -= I

" 0 0 I t I 0 0

-= I

i 0 0 I == I 0 0

a· 6" 24" ~-

SCHEDULE

@&@& B-5 C-5

6 20

1 "o A325 SC STD HOLE

0

0

0

0

0

. r ' " Ol I -1

' _j_

BOLTS PER OLE SCHEU

@ ®

18 14

SECTION K-2.1 i" = 1'-0"

©

9

4x6 BLKG. 0 STRAP U46 HGRS.

• L 3x3x;i CONT. SPLICE l PER~

0 0

B-2.1 t· = 1·-0·

lx6 CUT 0 JOIST w/ "o HEADED AB. 0 4"oc (EMBED 6")

2- IS EDGES BARS , E.S. OF W.H.s.---y

46x4x.Ji w/ i"Gix6 WHS 0 24 .. oe DOUBLE STUD 06" o/ c 0 EA. JOIST

4

A--- 2 ROWS 10d 0 4"o/c STAGGERED

DTL.

It ix4x4 @2' -6"0/c w/1 -f"O BOLTS

~ER PLAN>_~

L3x3 PER SECT. B-3.1-.---

• 0 I --

'

2'-6"

ADD BLKG. FOR 1st 20' -o"

2'-6'"

SIDE It's TO>--~~~

1J.G.

ADD 4x6 & STRAP I

t

.JL4xtx.\ x 0'-6" w/ 2 -'f"e HILTl-KB-11 CARBON BOLTS

4"xt"x0'-6" STABILIZER It (DO NOT WELD TO GIRDER)

-11---<f---p,C. PANEL

Q

,.

* 2"

1·-0·

TO 1ST W.H.S.

ANGLE SPLICE

PER ELEVS.

4" MIN. BRG.

• 0 I

N

SECTION

0 JOIST

' Ft t•x4,.x0' -4" r EA SIDE / w/i"• THRU BOLTS ,

02'-6"o/c

C-2.1 i" - 1·-0·

4x Tf.EATED PLATE w/ ff HEADED BOLTS 048 o/c (EMBED 6")

--1--EDGE BARS AROUND AB.

I I , , 7--1tr+--DOUBLE ROW OF NAIL

, ,

2x6 w/ HF26N

I--- P.C. PNL PER PLAN

6 )( * )( 4• STABIEIZER It

,o •

.Jl.4x4xfx1 '-6" \ '\ CTRD.

1 ON JOINT

\_ 1" 13RG. It w/ 4 -J"f BOLTS

JOIST PER PLAN

' •

~-

• ' "'

i" STIFFENER

o 0-2.1A

SECTION D-2.1 & D-2.1A

•

l

L 4x4x.\x1 O w/2 -#5 x 2' -6" 06"o/c

t· = 1'-0"

3• i"x3"x20' -o· STRAP 010·-o"o/c

4x6 BLKG. 0 STRAP

\_ SIMPSON W46 HANGER

SECTION G-2.1 SECTION H-2.1

0 0 01

o o 011b I 11

0 0 OIJP

o o o 1

SECTION

COL Cl'P PER SECT. D-2.1 SLOT COL FOR PLATE

0 0

0 0

0 0

0 0

12x1" It w/ BOLTS PER SCHEDULE

1--- T.S. COL. PER PLAN

L-2.1 t· = 1'-0 ..

t· = 1·-0·

4xix12" SHEAR It w/ 4- 1 "¢ A325N BOLTS

SECTION

EMBED PER SECTION A-2.1

M-2.1 i" = 1·-0·

i" = 1·-0·

~ ~ ~ ~ Al---J·1~1·_10~' ~~~~~~~--:·1~i~_10_·~~~~~-t---ii----G)

'

cb e ROOF NAILING PL~~

ROOF NAILING SCHEDULE ZONE NAILING AT NAILING AT

CONTINUOUS EDGES OTHER EDGES

Ci) 6"o/c 6"o/c

V,01 ~ 0'; 2 4"o/c 6"o/c '

NOTES;

1.) NAIL w/ 10d COMMON (0.148"0 x 2!" LENGTH) USE DOUBLE ROW 0 WALLS.

FIELD

12"0/c

12"o/c

• 0

., c: ~ .Q 0 0

en II.I -a: 1-cn ::::> c z -

-LL. -0:: 0 La.J

~c 0:: a.

(j) w I< -0 0 (j) (j)

<

u z

c: 0 ·-" ·-> ~

• 0 c:

• z 0 -

z1-ou I- => (.!) ~ z (/) -z :co ~u 3:: -z ·o 0:: 1-La.J 1-Z <( :::e z => <( (/)a...

I') IO IO N

IO N I')

ID 0 N

< •

i...... 0 0 a:::

82.1

I o'-o" I $ ----

9 ~>· 1- #4 CONT.~

'b 2·-0· #4 ~ ,..--- @48"o/c

t" CONT. NON-SHRINK GROUT

HOLD

1 t" CLR.

· ·--·--P.C. PANEL PER ELEVS.

SLAB-ON-GRADE PER PLAN

- --~-x~-:-x~~i.,,;-'""'fo

I o'-o"I $ -

REINF. PER ELEVS. .A\ L3x3x;l: 0 DOCK DOOR WITH jx6" WHS @ 24 oc ---------..

HOLD

'

9

1 i" CLR. J 2'-0"

1/4 .'i'i--c-24"oc ----~ -;i.. •

---P.C. PANEL PER ELEVS. § § SLAB-ON-GRADE PER PLAN O @

__J1

•

• • "' "'

KEY

P.C. PANEL PER ELEVS. --

4x8x11t w/2-fx4" WHS 0 6" oc ----~

I o·-o· I $ --

FINISHED GRADE PER ARCH.

$ (PER -~LAN)

• . I -v

t" SPACE

• 4

PER PLAN

L3x3x!xo' -B"w /2-3xfx6"WHS 0 6"oc 0 OFFICE LOWER EMBED 1 t• FOR FLUSH FLOOR

? P.C. PANEL (JAMB) BEYOND ~-1- #5 CONT. TOP

SLAB-ON-GRADE PER PLAN

--r ...... ,....,_. ' - -ml 11" 111 lml 8 ..

P.C. PNL PER EUEV'S __ ..

I o'-o" I $ --

t ~COL. , & FTG.

HOLD 1 • CLR.

t

i~ ~EA.It ;o'LTS OR HILTI KWIK BOLTS (EMBED 8") __ __,

1--- COL ON SLAB 0 E-3.1A

' I +---~-------~

{? .

' l? .

WIDTH PER PLAN HAUNCH J:&[E; REMAINDER PER SECT. A-2.1 ~.UwffiwlJ

111-111==111=

FIN. GRADE PER ARCH. 0 2' -0" FTG$. 2 -{/5 T. & B. FIN. GRADE PER ARCH.

REINF. PER A-2.1 EQ. EQ.

• "' . I ..,. . -- -WmWmWn

111illm11 11~ WIDTH PER PLAN

02'-6" FIGS 3 #5 CONT. T. & B.

~-+---fl4 024"oc 0 FTGS. GREATER THAN 2' -0" WIDE

~_E_R PLANL __

-· SIZE PER PLAN

REINF. PER SCHEDULE {7 . 4

<1 ,fl.\;>

mll,,TIITTITTg WIDTH PER PLAN

REINF. PER A-2.1

SECTION A-3.1 SECTION B-3.1 SECTION C-3.1 & C-3.1A SECTION D-3.1 SECTION E-3.1 & E-3.1A

lo'-o" I $

0---

'

o-l f" BflG. It w/4 -~·~ A. BOLTS OR HILT! Ke-11 CARBON BOLTS (EMBED 12"

f" NON-SHRINK UEVEUNG GROUT

,_

% {7 . 4

' (

, ' "

i" - 1·-0·

~--- HSS COLUMN PER PLAN

0 F-3.1A RECESS BRG. It 3"

. ' 4 '"' 1.,~ '\:>

-4 ... , y ' "\:>"

' ' ,

<l T.S. COL & SPREAD FTG.

'3 ~ 0 • :c "'

2" CLR.

SIZE PER PLAN

REINF. PER SCHEDUUE

~;1!!bT1ill7i

1/4 0 24"o/c

$ (PER PLAN)

4 -#4 TOP 2 -#4 BOT . -

•

.. -'

-"' -

04

' -1~· •

' CLR. 4

: " • •

~If -11:::: I

I '

• 4

'/ -{7 . ( I

' - --f> 4' '

'

~=rrrr:ig11, I I

3'-6"

:l" - 1·-0·

t=6" ~4 016"0/c v .

4 016"0/c H.

I WEEP HOLES 08'-0" OR FTG. DRAJN

ITTJ.lf~!lb'nil • "'

-. !;> '[7 I

A

5 • "' <J

1 '-3"

. I

5 <J

• ...... --

• "' I ....

• "' I . -

I o·-0· 1 $

. -

y #5 CONT. (T.&B.)

!

i"' = 1'-0" - i" - 1·-0·

( ) ...__,,,.. VERIFY w / DOCK UEVEUER MFR. 0

• • rr- 2- #4 CONT.

L3 x 3 x l w/CONC. SLAB ON GRADE ANCHORS PtR ARCH.

(EA. UEVELER TYP.) --" I '3 5 -<11$~1 .. 0=":"'9"'-"I ___ ----------- l:i=z=l===l/4=@=-=16.q"oc ~ =IN=-'9Pr-rr'"*--= .. ="',,;UR;' ~ t ~ '

"'1--+-----.L..<:--+-+----i -

i . ~ i '· • 0

. I ~ ....

: L ____ ... -: tf I- _ _ __ .. ·~ · , ~. i~;.~':!t"i•)fj~~·;.: .. : I :E 4

... : ~. ~.;;~a~i~ #4 r-/o 48"oc ---1'--h\I r-6" SLAB '3 ~ ffi .,, -~ · 0

,, 0,

0,0, 0, o, ,~, o S.J.

!-------' 11 SLOPE ~ ;: a. ~?c~. '' ... "' inJllrnJ:IDTI!l , - ' ' "y-#4 CONT .

~+----------- t~:;f~\~-~~=-~c:~~l5·::5·e=:t~:,~,. I~ ..... ......~... i- - \ A ~ •

HOLD '

1 t"CLR. <> _

-I' 'ii_~. \:

8"

16'"oc SEAT FIN. GRADE OR CONC.

SLAB PER ARCH.\

~-~------- p·

. ' r--1IIinrrmnnl • ' (PER PLAN) ffl,I 1millTILJ -. ---- -------- ;:::;:·==b~d--_,

fl • • {7 .llilIE; VERIFY AJLL DIMENSIONS w /DOCK UEVELER MFR .

~It = 1·-0 ..

SECTION F-3.1 & F-3.1A SECTION G-3.1 SECTION H-3.1 I ml I IJTil 11mg

PER PLAN • .I

.llilIE; REMAINDER PER SECT. A-3. 1

lo'-0" I $

S.S.J.--1

SLAB DOWELS

L 4x4x:fx0' -9" w/3 -/15 x 2' -6" 04"o/c

It 6ll_9xf w/ 3 -~·~ x 12" W.H.S. 04"o/c SPACE PNL. CONN. 048"0/c

{7

' .. 4 ! '">

i" = 1·-0·

1----P.C. PNL.

>----S.S.J.

DOWELS

It 3xjxO' -8"

< I' l;j .,._

.... 8 #9 T .

1-+. ====~~==":11 ~:1 :;~;,11;,g~~~~=~*4~0~1~2;·0~1~c~r~;1~(-~12 -#1D B.

:.i I ~ ~ 1/4 012"0/c t I I I FOR OUTER 20' -0" EA. END

SIZE PER PLAN

SECTION K-3.1 i" = 1 '-0"

10·-o· 1 $

MAXIMUM SPACING & LOCATION PER FDN. PLAN --------+

1 "0 x 2' -0" PLAIN r ~ 0 24"o/c CUT ONE END w/o Fl.ARE & I GREASE ENTIRE BAR

MAXIMUM SPACING & LOCATION PER FON.

PLAN :::-::-::::--~~~~J

~-- 1" x 1 /8" SOFT SAWN JOINT

t·~ x 2' -0" PLAJN

SLAB PER PLAN-

, . '/) ' ~ ,, _,

~11~,111~g '

HOLD 1 t" CLR. MAX.

NOTE: 1.l SEE ARCH. OTLS. FOR SPECIAL JOINT FINISH. 2. SOIL SUBGRADE PER SOILS REPORT.

/). , . " . ~ - .

;;;)lb"ijl 11~g

SLAB PER PLAN

. '

"

NOTE:

HOLD 1 i" CLR. MAX.

BAR 0 24"o/c CUT ONE END w/o FLARE & GREASE ENTIRE BAR

_,

1.l SEE ARCH. OTLS. FOR SPECIAL JOINT FINISH. 2. SOIL SUBGRADE PER SOILS REPORT.

4xl;x16" EA. SIDE

:l" = 1·-0·

4•

12xl.x1 '-6" It w/f! -#7 HOOK

SECTION L-3.1

MAXIMUM SPACING & LOCATION PER FON.

PLAN ::::-:::-:--~~~~J SLAB PER PLAN -~

. '

" -ffi""'ITI' 'IT m ITT=iTI=

NOTE:

i" = 1'-0"

~--1" x 1 /8" SOFT SAWN JOINT

t·~ x 2' -0" PLAJN

HOLD 1f"

CLR. MAX.

BAR C 24"o/c CUT ONE ENO w/o FLARE & GREASE ENTIRE BAR

!:;,. .... • \ •

_,

1.l SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. 2. SOIL SUBGRADE PER SOILS REPORT.

CONSTRUCTION JOINT <C.J.> SHRINKAGE JOINT <S.J.> SHRINKAGE SLIP JOINT <S.S.J.> :l" = 1·-0· ~ .. = 1'-0"' :l" = 1'-0'

NQTESI NQTESI NQTESI

1.) MAY BE USED IN LIEU OF S.S.J. OR S.J. TO SUIT SLAB POUR. 1.) MAX. SPACING 25'-0'o/c. ALTERNATE w/ S.S.J. FOR 12' -6' ACTUAL SPACING.

1.) MAX. SPACING 25'-0"o/c. ALTERNATE w/ S.J. FOR 12'-6" ACTUAL SPACING.

;,.. - 1' O" . - -

I 2 -6x4xtx1 '-6"

I w/8 -#7 x 84"

FACE OF I P.C. WAJLLI

CLOSURE STRIP P R PLAN

• "

SLAB PER PLAN -

" - • '

I • - " " • ,iffill:;:;m~g "

018 o/c TYP. (U.N.O.) #4 x 3'-0"

" ,_

NOTE: 1.l SEE ARCH. OTLS. FOR SPECIAL JOINT FINISH. 2. SOIL SUBGRADE PER SOILS REPORT.

SECTION J-3.1 (TYPICAL DOCK HIGH PANEL w /DOCK UEVEUER) i" = 1 '-0"

P.C. WALL

wrnw.mwrr ltl~~lll-

• G

HOLD 2" CLR.------._

:c

1·-e• 4 /15 ___;- - 5

1'-6" 1.5H

SLAB BEYOND

• ...... -

J2 1

HOLD 3" CLR.

CLOSURE STRIP JOINT <C.S.J.) STEP FOOTING i" = 1'-0" i" = 1'-0"

p·

CONT. FTG.

FOOTING SCHEDULEqs=2,500 psi MARK SIZE REINFORCEMENT

F4.0 4'-0" )( 4'-0 .. x 1'-0" 4-1/5 EA. WAY BOT.

F4.5 4°-s· x 4'-s" x 1'-0'" 4-1/5 EA. WAY BOT.

FS.O 5'-0" )( 5'-0" x 1'-0" 5-1/5 EA. WAY BOT.

F5.5 s·-s· x s'-s" x 1'-1" 6-#5 EA. WAY BOT.

F6.0 6'-0" x 6'-0" x 1'-2" 5-1/6 EA. WAY BOT.

F6.5 6'-6" x 6'-6" x 1'-JJ>l' 6-1/6 EA. WAY BOT.

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LEGEND

PROPOSED "TYPE II CATCH BASIN

PROPOSED "TYPE I CATCH BASIN • EXISTING lYPE II CATCH BASIN © EXISTING lYPE I CATCH BASIN D

PROPOSED STORM DRAINAGE LINE

EXISTING STORM DRAINAGE LINE

PROPOSED SANITARY SEWER LINE

PROPOSED SANITARY SEWER t.IANHOLE •

PROPOSED SANITARY SEWER CLEANOUT •

EXISTING SANITARY SEWER MANHOLE 0 EXISTING SANITARY SEWER LINE

EXISTING WATERt.tAIN --w----- ---w--------w--

EXISTING FIRE HYDRANT

EXISTING WATER Vl>J.Vf.

PROPOSED WATERt.tAIN

PROPOSED FIRE HYDRANT

PROPOSED WATER Vl>J.Vf.

PROPOSED WATER METER

PROPOSED SPOT ELEVATIONS

EXISTING SPOT ELEVATIONS

EXISTING CONTOURS --62--

PROPOSED CONCRErE r-.:-·~. ~.~-.~.-.. -... ~; -. -~.-_."· ·1 ' . . ' . . - ' . . 1 .. ... - -. ! • <I. ~ ....... __ ______.._J

PROPOSED HEAVY DUlY PAVEMENT

CONTRACTOR SHAl.L BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURl>J. RESOURCES FOR REMOVNG AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVllY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURl>J. RESOURCES, OR BY CONTACTING THEIR OFFlCE BY TELEPHONE AT (206) 902-1190.

WASHINGTON STATE DEPARTMENT OF NATURl>J. RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060

UPON COMPLETION OF CONSTRUCTION, A1.L MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILllY OF THE CONTRACTOR.

UTILITY CONRJCT NOTE: CAllTION: THE CONTRACTOR SHl>J.L BE RESPONSIBLE FOR VERIF'Y1NG THE LOCATION, DIMENSION, AND DEPTH OF All EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL Ai'ID Vf.RllCAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAWNG UTILllY LOCATE 0 1 -800-424-5555 AND THEN POTHOLING l>J.L OF THE EXISTING UTIUllES AT LOCATIONS OF NEW UllLllY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHAU CONSULT BARGHAUSEN CONSULTING ENGINEERS INC. AND THE CllY OF SUMNER ENGINEER TO RESOLVE All PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.

GENERAL NOTES= 1 l>J.L MATERIAL AND WORKMANSHIP SHl>J.L CONFORM TO WSOOT/APWA • STANDARD SPECIFICATIONS 1998 EDmON AND THE CllY OF SOMNER

wP~~TI5~~c~'il'~JoZlD~~~F PRcg~[blE1T6E~E CITY

2 ALL MANHOLES AND CATCH BASINS SHALL BE COVf.RED WITH • TEMPORARY COVf.RS WHICH SHAl.L ADEQUATELY PREVENT DIRT AND

DEBRIS FROM BEING PUSHED INTO THEM DURING CONSTRUCTION.

-

3. BURIED UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THE COHTRACTOR SHAl.L HAVf. l>J.L UTIUllES VARIFIED ON THE GMUND PRIOR I9 AtN CONSTRUCTION. CALL 1-800-424-5555 FOR ONE CALL LOCATES.

4 ANt REVISIONS MADE TO THESE PLANS MUST BE REVIEWED AND • APPROVED BY THE ENGINEER AND THE CllY OF SUMNER PRIOR TO ANf

IMPLEMENTATION IN THE FIELD.

5 All WORKIN THE CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE . CllY OF SUMNER. BONDS AND INSURANCE MUST ALSO BE PROVIDED.

CONTRACTOR TO SEND CllY OF SUMNER STREET OBSTRUCTION NOTIFICATION FORM A MIONIMUM OF 24 HOURS IN ADVANCE OF STREET OBSTRUCTION. IF DAY, TIME. OR LOCATION CHANGES A NEW FORM IS REQUIRED.

6. CURB AND GUTTER SHAl.L BE PER CITY OF SUMNER STANDARD DETAIL R4.

7. MONUMENTS SHALL BE INSTAl.LED AS PER CllY OF SUMNER STANDARD DETAIL R2 AT l>J.L STREET INTERSECTIONS...._AT ANGLE POINTS AND AT POINTS OF CURVATURE IN EACH STRE~1. ALL BOUNDARY MONUMENTS MUST BE INSTl>J.LED ACCORDING TO WASHINGTON STATE SUBDIVISIONS LAWS.

B. ~~~~wlWJG·~J'R~~N~~~~~w 12F ~~M~iRH s;r~~s~D LETTERS.

9 STOP SIGNS Al-ID STOP BARS MUST BE INSTALLED AT ALL . INTERSECTIONS PER CllY OF SUMNER STANDARDS. STREET NAME

SIGNS AND STREET STRIPING AND CHANNELIZATION TO BE INSTl>J.LED AS DIRECTED BY THE CllY ENGINEER. SUBMIT PLANS FOR RE.VIEW AND APPROVAi..

10. PRIOR TO Afff WORK COMMENCINll,,. THE CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION MEETING AT Cl IT HA1.L TO BE ATTENDED BY l>J.L MAJOR CONTRACTOI!§. REPRESENTATIVES OF INVOLVED UTILITIES AND THE CllY OF SUMNt.1<. CALL 863-8300 TO SCHEDULE MEETING AT LEAST 48-HOURS IN ADVANCE.

11 · ~~~E Acr.i~e~Si.PFPR~~.J'~WtttlJl~rfv°~~fc~~R~HAl.L DETAILING REt.tAINING ITEMS OF WORK TO BE COMPLETED. All ITEl.lS OF WORK USTED SHALL BE COMPLETED SATISFACTORILY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF SANITARY SEWER SERVICE.

-

COVER SHEET PACIFIC CREST CABINETS

_/

I _J ---- ----

1 2. TRAFFIC CONTROL SHAl.L BE t.IAINTAINED BY THE CONTRACTOR. CONSTRUCTION SIGNS.,,. CONES, BARRICADES AND FLAGMEN AS REQUIRED BY THE Cl IT.

/

1 3. AN APPROVf.D COPY OF THESE PLANS WITH REVISIONS MUST BE ONSITE WHENEVf.R CONSTRUCTION WORK IS IN PROGRESS.

14. THE CITY REQUIRED THE CONTRACTOR TO PROVIDE ADEQUATE HORIZONTAL AND Vf.RllCAL CONTROL AT ALL TIMES ON SITE FOR PERIODIC SPOT CHECKS BY CllY PERSONNEL TH~ CO~ WILL CONSIST OF FRONT PROPERlY CORNER OFFSETS 20 FEET STAKED PERPENDICULAR TO THE ROAD CENTERLINE. l>J.L RVf. IUS POINTS W1U BE STAKED.

15. STREET LIGHTS AND TREE PlANllNG IN PARKING STRIP ARE REQUIRED PER CllY STANDARDS. SUBMIT PLANS FOR REVIEW AND APPROVAL.

16" ~~WIEDUl/i'FI'THif'F~EtWS1 t0r~NG~f55~DLD~~RESS ARE

17. AN APPROVED SITE EROSION CONTROL AND SEDIMENTATION CONTROL PLAN MUST BE SUBMlillD AND APPROVED TO CONFORM TO ORDINANCE NO. 1529_. PRIOR TO CONSTRUCTION AND BE THE FIRST PHASE OF CONSTRU" TION.

18. PROVISIONS ARE TO BE MADE TO MINIMIZE THE TRACKING OF SEDIMENT BY CONSTRUCTION Vf.HICLES ONTO PAVED PUBLIC ROADS. IF SEDIMENT IS DEPOSITED IT IS TO BE CLEANED EVERY DAY BY SWEEPING. WATER CLEANIN/; IS TO BE OONE ONLY AFTER THE AREA HAS BEEN SWEPT.

19. AS-BUILT ORIGINl>J. CONSTRUCTION DRAWINGS,_IMYLAR) WILL BE SUBMITTED TO THE CITY BEFORE FINl>J. ACCE~ 1 NlCE.

/ OPENSPACE l \ I

~

~

'

PROPOSED BUILDING ~ FF•60.0

------------

SR 167

24. CllY OF SUMNER FIRE DEPARTMENT MUST BE NOTIFIED IMMEDIATELY OF A1.L GAS LINE BREAKS.

25. CONSTRUCTION HOURS FROM 8:00AM TO 5:00PM. Afr< OVERTIME INSPECTION FEES TO BE PAID BY THE CONTRACTOR. PRIOR APPROVAL FROM THE CITY IS REQUIRE[).

26. SITE OWNER IS TO OBTAIN l>J.L PERMITS REQUIRED FROM THE STATE TO INCLUDE BUT NOT TO BE LIMITED TO NPDES STORM WATER GENERl>J. PERMIT.

27. SUBMIT LANDSCAPING PlANS FOR REVEW AND APPROVAL. IF LANDSCAPING IS TO BE COMBINED WITH THE BIOFILTRATION SWALE, IT IS TO BE CAREFULLY DESIGNED TO AVOID THE LANDSCAPING

11..RlgNfN~~Eff~~{.,WN~seFTH~Esw~to~~ INWooD. 28. SUBMIT REPORT ~ SOILS ENGINEER FOR REVEW ANO APPROVAL OF

CllY ENGINEER: 1 BACKFILL OF UllLllY TRENCHES, 2) CONSTRUCTION OF ROAD CROSS ECTION.

29. WHEN CROSSING AN EXISTING AC WATER t.IAIN OR IF IT IS UNDETERMINED THE EXISTING WATER MAIN SHAl.L BE REPLACED WITH CLASS 52 D.l.P. TO 1 FOOT OF UNDISTURBED SOIL ON BOTH SIDES.

INDEX OF SHEE IS: COVERSHEET

OAADING AflD STORM DRAINAGE PLAN

VERTICAL DA TUM= NGVD 1929

VICNTYMAP N.T.S.

HORIZONTAL DA TUM - BASIS OF BEARINGS: NORTH AMERICAN DATUM OF 1983 (ADJUSTED 1991) - NAD83 (91) WASHINGTON STATE PLANE COORDINATE SYSTEM - SOUTH ZONE THE EAST LINE OF THE NW.1/4 OF SECTION 13, T. 20 N., R. 4 E., W.M., TAKEN AS NORTH 01"30'53" EAST (CALCULATED FROM GRID COORDINATES). BEARINGS SHOWN ARE GRID, ROTATE 01"16'19" COUNTERCLOCKWISE TO OBTAIN GEODETIC BEARINGS.

BENCHMARK= FOUND CllY OF SUMNER BENCHIAARK #1. BRONZE DISC SET IN SIDEWALK 0 CURB LINE WEST END OF BRIDGE OVf.R STUCK RIVER, BRIDGE STREET NW CORNER OF SIDEWALK 0 RAILING. BRONZE DISK STAMPED CllY BM A 1945" EL.EV.-lllJl52 FEET

CONS I RUCTION SEQUENCE 1. SCHEDULE AND ATTEND PRE-CONSTRUCTION MEETING WITH CllY OF SUMNER OFFICIALS.

2. FlAG All CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS.

3. FlAG A1.L WETLAND BOUNDARIES AND BUFFERS ASSOCIATED WITH THIS PHASE IN ORDER TO RE-ESTABLISH CLEARING, FIWNG AND GRADING LIMITS ON SITE.

4. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE.

5. INSTA1.L SILT FENCE.

6. CONSTRUCT TEMPORARY SEDIMENT POND AND OUTFALL

7. INSTA1.L PERIMETER INTERCEPTOR DITCHES l>J.ONG THE PERIMETER OF PROPOSED WORK.

8. l>J.LOW 24 HOURS FOR CllY TO INSPECT INSTl>J.LED TESC MEASURES TO ENSURE THEY ARE ACCEPTABLE BEFORE BEGINNING ADDl110Nl>J. CONSTRUCTION.

9. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSmON.

10. NO RUNOFF IS TO LEAVf. SITE WITHOUT TREATMENT.

1 1. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED.

12. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTEO ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY.

13. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES ANO T.E.S.C. FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO POND.

14. l>J.L WATER DISCHARGE DEi/iCES USED DURING CONSTRUCTION SHAl.L DISCHARGE INTO THE SEDIMENT PONO.

15. l>J.L DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHAl.L BE HYDRO- SEEDED/MULCHED WITHIN 48 HOURS IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES.

16. CONTINUOUS t.IAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCWDING DUST CONTROL, SHAl.L BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED.

17. MAINTAIN E.S.C. FACILITIES UNTL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTl>J.LED Ai'ID FUNCTIONAL DO NOT CONVEY SEDIMENT- LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES CAN BE REMOVED ONLY UPON FINl>J. SrTE STABILIZATION AND APPROVAL FROM CITY OFFICW..

18. INSTfil UTILITIES PER APPROVED PLANS.

19. PROVIDE CATCH BASIN PROTECTION ON All NEWLY INSTl>J.LED CATCH BASINS.

20. FINE GRADE SITE AND PREPARE FOR PAVf.MENT.

21. COORDINATE BUILDING CONSTRUCTION WITH SITE WORK CONTRACTOR.

22. FINALIZE UTILllY AND PAVING CONSTRUCTION AND CLEAN l>J.L UTILITIES AS REQUIRED.

23. INSTAl.L LANDSCAPE AND LIGHTING FIXTURE FOR THE SITE.

24. COMPLETE INSPECTION/PUNCHLIST.

20. INSPECTION OF THE SANrTARY AND STORM SEWER S'ISTEM WILL INCWDE VISUAL INSPECTION OF THE MAIN AFTER CONSTRUCTION IS COMPLETE. VISUAL INSPECTION WILL BE BY VIDEO TAPE AND A COPY OF THE TAPE WILL BE GIVEN TO THE CllY.

21. TIE ALL IMPERVIOUS SURFACES (ROOFS, DRIVES. PAVINq, ETC.) TO THE COMPLETED DRAINAGE SYSTEM AS SOON AS POSSl~LE.

C10F9

C20F9

C30F9

C40F9

C50F9

C60F9

C70F9

C80F9

C90F9

SANITARY SEWER AND WATERMAIN EXTENSION PLAN

CONSTRUCTION NOlES AND DETAILS

22. RETURN SILTATION CONTROL AREAS TO ORIGIN& GROUND CONDmONS AT PROJECT COMPLETION.

23. IF WORKERS ENTER MN TRENCH OR OTHER EXCAVATION FOUR ( 4) FEET OR MORE IN DEPTH THAT ~ NOT MEET THE OPEN PIT REQUIREMENTS OF SECTION 2-09.3 3)6, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE HALL BE RESPONSIBLE FOR WORKER SAFETY. ALL TRENCH SAFETf S'ISTEMS SHl>J.L MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEl>J.TH ACT, CHAPTER 49 17 RCW.


WATER NOlES AND DETAILS

WATER DETAILS

SANITARY SEWER NOlES AND DETAILS

SANITARY SEWER PROFILE BY

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3 I 7 /8/05 I KEH I KEH I JGH I REVISED PER CITY REVIEW COMMENTS

2 IB/27 /051 KEH I KEH I JGH I Rf.VISED PER PAVEMENT SECTION RE\llSION 1 15/26/051 JLC I KEH I JGH I REVISED PER CITY COMMENlS AND GRADING Rf.VISIONS

No. I Dote I By I Ckd. I Appr. I Revision

Job Number Title: GRADING AND STORM DRAINAGE PLAN

Scole: For: Designed~

10535 .. "" Sheet

C> '~" 0 .. · . . . . '!: /" - ' ' .....

~IP .• : ·. ">' G-< l' "'~

'Ne ENG'""' C2. 9

18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 ( 425)251-8782 FAX

CML ENGINEERING, LAND PLANNING, SURVEYl!<lG, ENVIRONMENTAL SERVICES

Drawn MEB

Checked _KEIL

App""'9<1 _Jmi_

Dote .. 4/1/05

Horizont<1I

1·-30•

Vertical

N/A

PANA TTONI DEVELOPMENT COMPANY 1400 S.W. FIFrH AVENUE, SUITE 810

PORTLAND, OR 97201

File: P:\ 10000s\ 10535\eng;neer;ng\ 105353gm2.dwg Dote/T;me: 07 /08/2005 15 30 Scale: 1 =20 khorr;s Xrefs: zl 05353s,z10535\t,zl 05353b2,z10535-r.z105352s,jhubbell,z105353o,

PACIFIC CREST CABINE IS AT RAINIER PARK OF INDUSTRY

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GRADING AND STORM DRAINAGE NOTES: 1. MATERIALS FOR THE STORM DRAINAGE SYSTEM AND THEIR INSTALUTION SHALL BE IN ACCORDANCE WITI1 THE REQUIREMENTS OF THE LATEST ADOPTED EDmON OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS. TESTING OF THE STORM DRAINAGE SYSTEM MAY BE REQUIRED BY THE LOCAL JURISDICTION.

2. UNLESS OTHERWISE SPECIFIED ON Pl.ANS, ALL ROOF DRAINS SHALL BE RIGID PVC CONFORMING TO ASTM D 3034, SOR 35. SUFACIENT CLEANOUTS SHALL BE INSTALLED SO THE SYSTEM IS EASILY MAINTAINED. THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF ALL PIPES AND CLEANOUTS AND SUBMIT IT TO THE OWNER UPON COMPLETION OF THE WORK.

3. PIPE MATERIAL SHALL BE AS SPECIFIED ON THE PLANS OR FROM THE FOLLOWING LIST. THE CONTRACTOR SHALL UTILIZE ONLY ONE PIPE MATERIAL lYPE FOR THE SAME SIZE PIPE BElWEEN STRUCTURES. PIPE JOINTS MUST BE OF THE SAME MATERIAL AS THE PIPE AND PIPE GASKETS ARE TO BE PROVIDED.

A. PVC CONFORMING TO ASTM D 3034, SOR JS.

8. 12-INCH AND SMALLER. PLAIN CONCRETE STORM SEWER PIPE CONFORMING TO WSOOT 7-04.2, CLASS 111.

C. 15-INCH AND LARGER, REINFORCED CONCRETE STORM SEWER PIPE CONFORMING TO WSOOT 7-04.2, CLASS IV.

D. CORRUGATED OOUBLIE WALL, HIGH DENSITY POLYETHYLENE DRAIN TUBING (4"-10j AASHTO M252 OR DRAIN PIPE (12"-36j AASHTO M294.

4. CATCH E!ASINS SHALL CONFORM TO THE FOLLOWING WSDOT STANDARD PLANS:

A. lYPE 1, PLAN 8-1.

B. TYPE 1-l, PLAN B-1A.

5. ALL BUILDING ROOF DRAIN DOWNSPOUTS, UNLIESS OTHERWISE SPECIFIED, SHALL BE CONNECTED DIRECTLY TO THE MAIN STORM DRAINAGE CON\IE'l'ANCE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. THE SYSTEM SHOWN HERE IS A RECOMMENDED SOLUTION.

6. CONSTRUCTION OF GROUNDWATER DEWATERING SYSTEM SHALL BE IN ACCORDANCE WITH THE WSDOT STANDARD SPECIFICATION 6-02.3(6)C.

7. ISSUANCE OF THIS BUILDING PERMIT BY THE LOCAL JURISDICTION DOES NOT RELIEVE THE OWNER OF THE CONTINUING LIEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM AND SURFACE WATER DISPOSmON. THE LOCAL JURISDICTION DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTIENANCE OF THE SYSTEM PROVIDED.

8. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND NUMBER OF DOWNSPOUTS. COORDINATE WITH GENERAL CONTRACTOR. ACCURAffiY LOCATE STORM DRAIN LINES WITH RESPECT TO DOWNSPOUTS.

9. ALL ROOF DRAIN LINES SHALL BE PVC WITH 1.0 PERCENT MINIMUM SLOPE UNLESS SHOWN OTHERWISE ON PIANS. SANITARY TEES OR WYES MAY BE USED AT CONNECTIONS.

10. ALL SPOT ELEVATIONS ARE FINISHED. PAVED SURFACE UNLIESS OTHERWISE NOTED.

3" COMPACTED DEPTH -~ CLASS 'B' A.C. PAVEMENT

6" COMPACTED DEPTH CRUSHED ROCK BASE COURSE

=

go

=

o "o 0

= = =

=.

=.

12" SUBGRADE COMPACTED TO 95" -~

HEAVY DUlY PAVING SECTION NOT TO SCALE

CONSTRUCTION NOTES AND DETAILS

.. -'. ~ ~'+--SEE DETAIL R1 AND/OR R11 . ; .

SIDEFILL MATERIAL, SEE NOTE 2

RIGID PIPE, SEE NOTE 4

·- :: . . ~~· -

0 Oo

'lop • •

:. 0

"

• 0

~1--- BACKFILL MATERIAL SEE NOTE 6

RIGID PIPE BEDDING MATERIAL, SEE NOTE MIN. FOR 27" PIPE AND SMALLER

MIN. FOR PIPE LARGER THAN 27"

"'-- UNDISTURBED OR COMPACTED SUB-GRADE, SEE NOTE 5

NOTES:

1. THE GRADING REQUIREMENTS INCLUDED IN SECTION 9-30.7 (1)A. BEDDING MATERIAL FOR RIGID PIPE, OF THE STANDARD SPECIFICATIONS:

BEDDING MATERIAL FOR RIGID PIPE SHALL BE CRUSHED, PARTIALLY CRUSHED, OR NATURALLY OCCURRING GRANULAR MATERIAL CONFORMING TO THE FOLLOWING GRADUATION:

SIEVE SIZE 3/4" SQUARE 3/8" SQUARE U.S. NO. 8 U.S. NO. 200 SAND EQUNALENT



95-100 0-10 0-3

35 MIN.

2. SIOEFILL MATERIAL SHALL BE BANKRUN GRAVEL FOR TRENCH BACKFILL AND SHALL CONFORM TO SECTION 9-03.12 (3), GRAVEL BACKFILL FOR PIPE BEDDING, OF THE STANDARD SPECIFICATIONS:

GRAVEL BACKFILL FOR PIPE BEDDING SHALL CONSIST OF CRUSHED. PROCESSED, OR NATIJRALLY OCCURRING GRANULAR MATERIAL IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY AND SHALL MEET THE FOLLOWING SPECIFICATIONS FOR GRADING AND QUALITY:

CITY OF SUMNER BEDDING AND BACKFILL FOR RIGID PIPE

DEPARTMENT OF ..... ..... .. ,.. .....,,.. PUBLIC WORKS l:t=l"".""""""•"" 1-::~ ........ =--.a---+== .. -.,,~:..='Jr.""•1~··

PIPE BEDDING MATERIAL, SEE NOTE

... MISC\BEDRPPQ1-M4.DWC 1 OF 2

6" MIN

OUTSIDE DIAMETER OF PIPE

CITY STAND.ARD

M4

4" MIN. FOR 27" PIPE AND SMALLER 6" MIN. FOR PIPE LARGER THAN 27"

---~-1..

NOTES:

"'-- UNDISTURBED OR COMPACTED SUB-GRADE, SEE NOTE 4

1. THE GRADING REQUIREMENTS INCLUDED IN SECTION 9-30.7 (1 )B, BEDDING MATERIAL FOR FLEXIBLE PIPE, OF THE STANDARD SPECIFICATIONS:

BEDDING MATERIAL FOR FLEXIBLIE PIPE SHALL BE CLEAN SAND/GRAVEL MIXTURE FREE FROM ORGANIC MATIER AND CONFORMING TO THE FOLLOWING GRADATION:

SIEVE SIZE 3/4" SQUARE 3/8" SQUARE U.S. NO. 4 U.S. NO. 10 U.S. NO. 20 U.S. NO. 40 U.S. NO. 100 U.S. NO. 200

PERCENT PA$SING * 100

70-100 55-100 35-95 20-80 10-55 0-10 0-3


NATIVE MATERIAL SHALL NOT BE USED FOR PIPE BEDDING.

BEDDING MATERIAL FOR SPIROLITE HIGH DENSITY POLYETHYLENE GRAVITY SEWER PIPE SHALL BE IMPORTED FROM AN ACCEPTABLE SOURCE AND SHALL CONFORM TO WSDOT STANDARD SPECIFICATION SECTION 9-03.9(3) FOR CRUSHED SURFACING TOP COURSE.

BEDDING AND BACKFILL FOR FLEXIBLE PIPE

CITY STANDARD

M6

SJE\fE SIZE 1" SQUARE 1 1/4" SQUARE U.S. NO. 200 SAND EQUIVALENT

"'ALL PERCENTAGES ARE BY WEIGHT.

PERCENT PAfjS!NG+ 100

25-80 15.0 MAX. 35 MIN.

3. TRENCH WIDTHS - TRENCH WIDTHS MEASURED AT A LEVEL OF 1 FOOT ABOVE 1HE TOP OF PIPE, PIPELINES, AND APPURTENANCES SHALL NOT EXCEED THE LIMITS USTED IN THE FOLLOWING TABLE:

NOMINAL INSIDE PIPE DIAMETER 4" THROUGH 12" H" THROUGH 60"

MINIMUM TRENCH WIDTH

OUTSIDE DIA. + 1 2" OUTSIDE DIA. + 16"

MAXIMUM TRENCH WIDTH


TRENCH LENGTHS - THE ~AXIMUM ALLOWABLE LENGTH OF OPEN TRENCH EXCAVATION PERMITTED IN ANY ONE LOCATION SHALL BE ONE HUNDRED-FIFTY (150) FEET OR THE DISTANCE NECESSARY TO ACCOMMODATE THE AMOUNT OF PIPE INSTALLED IN A SINGLE DAY.

4. PIPE MATERIALS SHALL MEET THE REQUIREt.IENTS OF THE FOLLOWING SECTIONS OF THE STANDARD SPECIFICATIONS:

A. PUAIN CONCRETE SEWER PIPE: MINIMUM CUASS 2, wrrH RUBBER GASKETS SHALL CONFORM

8. REINFORCED CONCRETE SEWER PIPE; MINIMUM CLASS 2 , WITH RUBBER GASKETS SHALL CONFORM TO SECTION 9-05.7 (2), REINFORCED CONCRETE STORM SEWER PIPE.

C. LJUCflLE_ IRON Sl:Wl:t-< PIPE SHALL CONFORM TO SECTION 9-05.13, DUCTILE IRON SEWER PIPE.

D. SEE WATER DMSION FOR PIPE MATERIAL SPECIFICATIONS.

E. SEE STORM SEWER DIVISION FOR PIPE MATERIAL SPECIFICATIONS.

5. IN AREAS OF UNSUrfABLE SUB-GRADE, OVEREXCAVATION SHALL BE REQUIRED. A GEOTEXTILE FABRIC (MIRAFl 600X OR EQUAL /JS APPROVED BY THE CITY ENGINEER) SHALL BE PUACED AGAINST THE NATIVE SUBGRADE AND THEN FOUNDATION MATERIAL PUACED TO BRING IT BACK TO GRADE. THE FOLLOWING MATERIAL SHALL BE USED AS FOUNDATION UATERIAL AS SPECIFIED IN SECTION 9-03.9 (1), BALLAST, OF THE STANDARD SPECIFICATIONS:

BAL.LAST SHALL CONSIST OF CRUSHED, PARTIALLY CRUSHED, OR NATURALLY OCCURRING GRANUUAR MATERIAL

SIEVE ~IZE PERCENT PASSING• 2 1/2 SQUARE 2" SQUARE 1" SQUARE 1/4" SQUARE U.S. NO. 40 U.S. NO. 200

100 65-100 50-65 30-50 16 MAX. 9.0 MAX.

DUST RATIO: % PASSING U S NO 200 2/3 MAX. 7. PASSING U.S. NO. 40

SAND EQUIVALENT .35 MIN.

•All PERCENTAGES ARE BY WEIGHT.

THE PORTION OF BALLAST RETAINED ON 1/4 JNCH SQUARE SIEVE SHALL NOT CONTAIN MORE THAN 0.27. WOOO WASTE.

6. ALL NATIVE SOIL IN CITY RIGHT-OF-WAY SHALL BE RE'40VED ANO 5/8" CRUSHED ROCK OR SELECT MATERIAL AS APPROVED BY THE CITY ENGINEER, REPUACED IN TRENCH ANO MECHANICALLY COMPACTED IN 12~ LIFTS.

FOR ALL ENGINEERED PROJECTS A REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED FOR REVIEW ANO APPROVAL BY THE CITY ENGINEER TO DETERMINE BACKFILL REQUIREMENTS.

CITY OF SUMNER BEDDING AND BACKFILL

DEPARTMENT OF ....,........,.1-:::,..=,.,-----r:,....==-F-O_R....,R=_!,.,...~=~= ... -P=l:m=E,,.......,_cITY=--1 P UB LI C W 0 RKS Ila 1-,..=...,= .. -.• -,sc--'...,.'--,-e02---.-•. ...,-+==,.,,....--i~~~;::.:.::;:./~: ST~.ARD

2. TRENCH WIOTHS MEASURED AT A LEVEL Of ONE (1) FOOT ABOVE THE" TOP Of P1PE. PIPELINES, AND APPIJfm'.N.ANCES SHALL NOT EXCEEb THE UWITS USTEO IN TI-IE FOLLOWING TABL£:

NO'-'ll'W... INSIDE PIPE QWfOER 4~ THROUGH 12"

I~" THROUGH ISO"

MINIMUM JRfNpt WIDTd

OUTSIDE DIA + 1 z• ovrs10E DIA. +1B"

MAXIMUM TRENCH W!QIH

OUTSIDE DIA. + 18" OUT'SID£ DIA. +24"

THE l.AAXIMUM IUOWABLE LENGTH OF OPEN TRENCH EXCAVATED PERMITTED IN »ff' 0f£ LOCATION SHALL BE ONE HUNDRED-FTTY (150) FrrT OR THE DISTANCE NECESSARY TO ACCOMMODATE THE AMOl.MT OF PIPE INSfM.lED JN A SINGU.: DAY.

J. PtPE WATERIALS SHALL ~ lHE REQUIREMENTS Of lHE FW.OWING SECTIONS OF lHE STANDARD SPECIACATIONS:

A 1. PIPE USED FOR SEWERS SHALL BE PVC (POLWlllM. CHLORIDE) PIP£ WITH FUXIBLE GASKETED JOINTS. PIPE ~D JOINTS StW.1. CONFORM TO SECTION 9-~.12. PVC SEWER PIPE, or THE STAN~ SPECIACAOONS ANO ASTM 0-3034 SOR 35.

2. FlmNGS SlW..l BE AS RECOMUENOED BY THE PIPE MANUFACTURER FOR USE WITH THE PIPE. THE PIPE SHf.lL BE SUR'ABLE rDR USE AS GRAVfTY SEWER CONOUIT. THE COUPLING SHAU. BE AN INTEGRAL PNO' OF THE PIPE BARREL CONSISTING OF A BELL SECTION WfTH A GROOVE TO RETAIN A RUBBER SEALING FllNG. THE SELECTED PIPE SHAU. ALSO HAY'E AVAILABLE MANHOLE COUPLINGS WITH RUBBER GASKETS.

J. PIPE l..A'i1NG SHALL CONF'ORW TO THE REQUREMENT'S OF SECTION 7-17.3 (2). LAYING SEWER PIPE, Of THE STANOARD SPECIFICATIONS,

8. 1. srr STORM SEWER DlVISION FOR PIPE IM.TERIAL SPt:CIFICATIONS.

2. PIPE HANDLING AND Pl.ACING CAAE SHALL BE EXERCISED BY THE COITTRM:TOR TO PREVENT INJURY TO OR SCORING OF THE PIPE DURING ....... DUNG, TRANSPORTATION. OR STORAGE. P1PE SHAU. NOT BE STORED ON ROUGH GROUNO, AND ROLLING Of' THE Pl>E ON THE COATING WILL NOT BE PERMITTED. my DAMW,;ED PIP£ SECTlONS. SPECIALS. OR FlTTINGS SHAU.. BE REPAIRED OR REPLACED AT THE EXPENSE or THE CONTAACTOR AT THE DIRECTION Of THE CITY ENGINEER.

EACH PIPE AND FTTTlNG SHALL BE CAREFULLY INSPECTED BEFORE INSTAU.ATION.

INTERKJR BRACING TO KEEP THE PIPE fROM BEING DEFORMED DURING TRANSPORTATION. HANDLING, ANO STORAGE OF' SPIROUiE PIPE SHALL BE IN PLACE DURING INSTAUJ.TION If' REQUIRED B'f Tr!E l.UINUFACTIJRE.

PIPE L.AY1NG SHAL..1. CONFORM TO THE REQUIREMENTS Of SE:CTION 7.04.3(2), LA.YING STORM SEWf'lt PIPE Of THE ST>NDAAO SPEClflCATIONS.

ALL DIRT AND fOREION UATI[R SHALL BE REMOIED FROM THE PIPE INTERIOR PRIOR TO INSTALl..ATION.

JOIN ptp£ IN ACCORDANCE WITH i.u.NUFAcnJR£R'S REQUIREMENTS.

4. IN AREAS OF UNSUITABLE sue-GRADE, OVEREXCAVATION SHAU BE REQUIRED. " GEOTE)(TILE FABRIC (MIR.A.Fl 600)( OR EQUAL I'S AflPROVEO F1i THE CITY EHG!NErn) SHALL BE Pl.ACED AGAINST THE NATIVE SUBGRADE AND THEN F'OUNOATION WATERIAI.. PL.ACED TO BRING rr BACK TO Gftt.J)E. THE FOLLOWING MATERIAL Sl-W.L BE USED AS FOONDATION MATERW.. AS SPECIFIED ~ SECTION !il-OJ.!il ( 1 ), BAU>ST, OF THE STAND.A.RO SPECIACATlONS;

BAU.AST SHALL CONSIST Of CRUSHED, PARTIALLY CRUSHED, OR N.\.TlJRALLY OCCURRING GRN-IULAA W.TERIAL.

~UARE ,. 'i®AA'E ,. SQUARE 1/2" SQUARE U.S. HO. 40 U.S. NO. 200

pEBCfW PASSINC!• 100

ti5-100 50-8! 30~50 16 M.AX. 9.0 MAX.

2.3 MAX. DUST RATIO: PAS)ING !! $ :m: 200 PASSING U.S. • 40

SANO EQUIVAl.£NT: 35 MIN.

•ALL PERCENTAGES ARE BY WEIGHT.

TI-IE PORTION OF BALLAST RETAINED ON 1/4 INCH SQUARE SIEVE SHALL NOT CONTAIN MORE THAN 0.2:i WOOD WASTE.

5. All NATI\IE SOIL IN CIT'I' RIGHT-OF'-WAY SHALL BE REMOVEO mo 5/8" CRUSHED ROCK OR SELECT MATERIAL AS APPROVED BY THE CJTY ENGINEER, REPLACED IN TRENCH AND MECHANICALLY COMPACTED IN 12" LIFTS.

FOR ALL ENGINEERED PROJECTS A REPORT BY A SOILS ENGINEER SHAU BE SUBMIITEO FOR REVIEW ANO APPROVM. BY iHE crrr ENGINED•: TO DETERMINE BACKFILL REQUIREMENTS.

9" 4'

7"

CONCRE IE CURB AND SIDEWALK NOT TO SCALE

g• 6" MIN

EXTRUDED CONCRE IE CURB DETAIL NOT TO SCALE

5'

r-~t.-- CONCRETE ARE'A Fl.AT AND FLUSH WITH ASHPALT FOR WHEEL CHAIR ACCESS TO

4• CEMENT CONCRETE SIDEWALK, WHERE SHOWN ON PLAN.

ALIGN WITH ISLIE BElWEEN STALLS

. i • .....-- SLOPED CONCRETE WITH TEXT\JRE - 1 :6 FOR 6" MAX CURB TO SLOPE S!MULAR

._....-lYPICAL SIDEWALK WITH 6" CURB

HANDICAP CURB ACCESS {ON-SITE ONLY) NOT TO SCALE

"' - 0 z

:I F

~

ffi 0 0

~ en

~ t5 5 =>

II -

"'· -~

·t ~ t-~~~"T""~~~-1_

mi 'O ..

'VI~ Oi~

CURB ANO CUTTER,SEE CITY STANDARD R4 FOR ADDITIONAL INFORMA110N

f4 BAR Wl:APPEO .-.ROUND CATCH BASIN FRAME ,.

= 1. !,W(IUUM LENGlH or PIP£ BEITIEEN CATCfl &I.SINS SIW.L BE '400',

2. IMl<IMUU C\JnER UffE: fl.OW LEHCTH 5tWJ.

" ""'· 3-~~~?~~o~~~

1.E.(PPE IHV!m}.

4. PRECAST SASE SCCTION SIW.l BE FU~ISHED wmt CtJTOUTS OR KNOCl<Ol/lS. KNOCKOUTS SHAU Hll\IE A WAL!.. THIQ(NE5S OF 2" MIN. KNOCKOUTS StWJ. BE Ot1 4 S10£S W111i A 1.WtlMIJM OWilOEF: CF 20" TO PFIOVlOE FOR A Ml~IMUM SUMP OEJ>fH or 18".

DUCTILE IRON GR.-.TE:------ji!; !5. R[INFORCIHG 8AR5 SHAU BE: CUT OR BEMT

AS R£QU1RE() ro CiDR CUTOllfS.

SEE CITY STANDARD SD4

CASE IRON FRAME:,

SEE CITY STANDARD S04

2- f4. x e· TOP AND BOTTOlll, PLACE TOP BAR 3• rnoM TOP or rnE CURB, PLACE BOTTOM BAR 3" FROM BOTTOM or THE CUFtB

TOP OF CURB

6" MIN. 12" MAX.

~

•• THRU JOINT, TYP.

--""'-"'"\.-''-"'"-- EACH SIDE

PLAN VIEW

SET GRATE 1/2" BELOW GUTIER LINE

BEVEL END OF PIPE TO BE FLUSH WITH WALL IF REQUIRED

6. ntE TN>ER ON THE SIDCS or THE PRECAST &I.SE SEC1JOH SKI.LL NOT EXCEED 1 /2" P£R FOOT.

7. CATCH l!.'.Stl SHAU. SE COHSTRUCTED ti .lr.ct:ORIWa wml ASTM C 478 IMSHTO M H19} M«l ~ c no UMLESS oTHERWisc IOOTEO..

fl. ALL STORM ORAM W111"1N THE D£VEl.OPUENT SHot.U BE S'TENCILEO "Ol.INP l'IO IO!S'IE, DR.OJMS TO STREJM" ( OR GROUND WA~ LJIJ(ES, UC. AS APPAOPR~TE.)

t. P1PE stWJ. BE ONE or THE FOU.OWINC:

A. RflNf'ORCED CONCRETE SEWER Pif>t: $fWJ. COHl'llfttil TO TWE R£QUllDIENTS or MSHl'O M 170, Mlt61UM Cl.ASS 2. wmt RIJSlilER GASKETS. SECTIONS 7.l.1 or MStm) M 170 SW.U. M1END TO REQWR£ ™-'T BOTH BEUS AND ~ sw.LL 8£ REINFORCEO IN PIPE 12" TO 36" IH DWIETER.

e. out'Tl\.E !AON 5EWER PIPE (WATEFI SIA'!'LY Cl.ASS 60 OP: 52).

"""--~---~-.4-~~~F====1rr1.~ ~ GROUT, TYP. '.'~.;~: 2-13 HOOP

4• 26" ••

I ,_I ___.I r

1-13 u

U+-13 +-13 u

SECTION VIEW

CITY OF

,. BAR ~APPED AROUl-IJ CATCH BASIN FRAME

CAST IRON FRAME SEt CITY STANDARD 504

231

SUMNER CATCH BASIN TYPE 1-C

~ 1 , li!AXIMUM L.EM111H OF PIP£ 8EfWEEN OO'CH

BASHS 5IW.L 8E 400·.

2. lrM.'<IMUN QIJrrEPI: UNE Fl.OW LENGn-1 SHtU BC 300'.

3. l'IP£ 11 t.A~ M!IN l!i USl!D FOR DEPTHS GM'ltilVt TIWI S' -e• ntDM TOP rl ~1'[ TO 1.£.(PIPE INllERI').

4.AU. M(1ERW. $1W.L ~TO Tt£ 1$1il1 STANCWtl> SPEClflC\TIONS FO« R<MD. MOO£. NC> NUNICllW. CONSfRUCTIOH PREPAAEO BY TI-IE W.l&ING'ION STAlE CEPNUMENI' OF' TRIHSPORT-'TION AHO ~ PUaJC WOR1<S ASSOCtA.TION. ~ STAlE ~

!I. AU. STORM MAINS wrrtW1 THE DEVEl..OPlrilEH 51-W.L BC smteUO "DUl.F NO ""'1E. OIWMS TO =;J; CIR 0R0UN0 WATER. LAKES. ETC.

DUCTU'. IRON GRATE ----SEE CITY SlANDARD S0"1-

.. R.)

ti . .-a- wtfHOLE...foWt!MUM HOLE SIZE 30" llWil£TER !!4" Wl'IKU-MAXIMUM i'10l.L SIU: .-a- DW!IETER 72" Wf'IHOl[ -lAAGEll TIWol 4!" ~

2- f4 " ti TOP .t.ND eonOM. Pt.ACE TOP BAR 3• FROM TOP OF THE CURB. PL.AOC BOTTOM BAR 3• FROM BOTTOM Of' lHE CURB

~· MlN. 12" MAX.

JOINTS SHAU. BE y CEMENT MCIF'TAR ANO RUBBEA GA.SKETED, TO MEET ASlM C 4-43

e· TYP.

PRECAST BASE WITH INTEGRAL ~SER

S£E NOTE 6

CITY OF

••

PLAN VIEW

SEl GRATE 1/2" BELOW GUTl'lR LINE

PREC~ST FLAT SLAB

----P CAST RISER SECTION

NON-SHRINK GROUT, TYPICAL

SEE NOTE e

~-- 12• TiP1CAL

~-UNDIS1l..f!BED OR C:OUPACTrn SUB-GRADE

7. 8E\'E... ENO Of' ~ TO et FLUSH WITH '*"'-.l ·-'· P1'£ S!Wl. BE ot£ OF THE ~

A RDNF'ORCEO COtCRlTE SEWER PIPE: SHAU. CONFOR1.1 TO TI-£ REOOIR£MENtS OF MSHTO M 170, ... MUM Cl.ASS 2, WITH RUB8Dt G.llSl<ET'$. SECl!OtlS 7 ,J, I ~ MSHl'O M 1 7Q SHQJ. AMEND TO REQUIRE OOT BOni ~TO M_J. ~ EIE fOIF'OftCED tt PIPE

B. "sPIROUTE" HIGH DOmTY POLY!'IH'l'l..EN! GIUMT"r' SE'lllEft PIPE .-,y BE USED FOR 30° IN l)W,l[l'[ft ~O CREAlEll.

THE PIPE SHALL 11E OF HfCH ooarr'. HIGH MOLECIJIAA WElCHl' AHO f'Cl.YETH'l'LEttE PIPE W.lEftlol.L. WEtTm TI-IE R£QUIFtEM~ OF iYPE Ill, CLASS C. Ct.TEGOR'I' !I, GAADE P-34. AS OEF!NID IN ASTM 0 1':48. ~

~W~t!1£ MAY IE USED SO LONG AS THE PF£ OR ITT1INCS PROOOCfl> MEET .-U. THE REQUIRO,IEN1$ OF THIS Sf'EClflCIJ10N. SPIROIJlE PIPE 5HOUl..D IE a.ASS 63 MN.

RU98ER GASl<ETS SHALL COMPLY IN AU. ftESPEC'IS wrrH THE: PHYSICM.. REOUlMMfNTS Sl"£ClflED IN TI-IE NON-~RE R£001R£MEMTS OF .tSTM SPECIFICA'OON F ~Tl. THE'( 1i1W..1. H WOLDW OR PROOIJCEO FROM N4 EX'TRUOEO SIW'E: APPRC"JED 81" THE WHUFACT\IRUM ,IHI) SPLICED INTO Cl~l.NI FORM.

'JHE LUllRICANT IJSEO FOR "'5SEW8t.Y 5tWl. HAYE NO Drnm.lel'TAL EFF£CI' OH THE o.-.sKET Ort ON THE Pf'(.

C. OUCTll.E 'ftON SEWr1I: Pft: (WA.mt !IUP'Pl.Y a..tSS 50 OR 52).

SUMNER CATCH BASIN TYPE 11-C

STORM DRAINAGE JET AILS

- -.------------~

A

I 24· -1--=----+-IL: ::II

- - ~-----.,..-----~ _J CAST IRON FRAME

A

1 I's;·· LLl-

1..-=:t-' 1/4"

1'.h;"f' YL""'ill,,; ,1

1 • OPENING (TYPICAL) 7 11 SLOTS EACH SIDE AT +5°

~DUCTILE IRON I GRATE

NOTES:

PAD 1 1/2" >< 3/4" )[ 1/B• THIO<. B REQUIRED

1. ~ StW.L CONFORM TO SECTION i-00.1~ "MEiAL CASTIN~" OIF Tri£ "SrNtDNID :'liPff;IFICATIONS FOR ROAD, BRIDGE. ANO MUNICIPAL CONSTRl..ICnON" PUBUSHro BY THE STATE DEP.\R'YMENT OF ~TION AND ~IL.AU PUBl.IC '#Oflj(S ASSOCl-'TION, ~NGTON STATE Cl-W'TER.

CITY OF SUMNER CATCH BASIN FRAME AND GRATE

DEPARTMENT OF~~ 1-:::.,.=.,.,..,.,.!J-,__,, '"""~--r=,.,.="'.,= ...... =-T: ...... ==-~..,,CTIT=--1 P U B LI C W 0 R KS i==J 1-:,..:::,.,,..., "',;,.--·"-;.z:;.>..._• __ -+="=•,...=-=n=---+:::;~~,'*='10'0""6Fv""'!'', 3 sr:C::°

•. ~\STORM\ CBFRMGRT.OWG

f-::12" MIN -t 1-12" MIN.-f 3 l/2"

311 t16 1/2" _i MIN.

@_,... HANDHOLD

I I__[ ....__,,,_~ 12]: DROP RUNG

MANHOLE STEP

"

ER 1-12• MIN-t 611 119 1/2" _i MIN

©----

11 3/4" MIN. CENTER TO CENT

MANHOLE STEP

I ,

• O>

RADIUS

{g) @ GALVANIZED DROP RUNG MANHOLE STEP AND PREFABRICATED LADDER

f----- 12" ----1

I- 11 1/2" --t I() 9

6" FOR STEP 3• FOR HANDHOLD

9 1/8" FOR STEP 6 1/8" FOR HANDHOLD

3=9---Q._-I!• o--~~-.--..·•

11 3/4" MIN. CENTER TO

CENTER

•

POLYPROPYLENE DROP RUNG MANHOLE STEP AND PREFABRICATED LADDER

'

CDN1

OTES:

MANHOLE STEPS CONFORMING TO SECTION R, ASTM C-478. AASHTO M-199 REQUIREMENTS AND REQUIREMENTS OF ASTM D-4101 FOR POLYPROPYLENE AND ASTM A-615 FOR 1/2" GRADE 60 DEFORMED REINFORCING BAR FOR POLYPROPYLENE STEPS, AND ALL WISHA AND OSHA SPECIFICATIONS, ARE ACCEPTABLE PROVIDED THEY ARE PRE-APPROVED BY THE Cl1Y ENGINEER.

I (V DROP RUNG STEPS ARE TO BE #8 GALVANIZED DEFORM ED REBAR.

(j) PREFABRICATED LADDERS ARE TO BE #7 GALVANIZED SMOOTH STEEL.

@ PENETRATION OF OUTER WALL BY A STEP LADDER OR LADDER LEG IS PROHIBITED.

s· T 24"

~Ll-..:!3=-t=.-==:~'z!::t:.__11 -1 +-- 1 • CLEARANCE I 4 BAR

GRADE RING

The Ctty of Sumner Public Works Department

MANHOLE RING AND SAFETY STEPS

.. 12/16/0J N.r.s. STANDARD DETAIL

- -1z/16/03 SEWER SHEET 1 of t '!LE NO. S$4-3

NON-SKID PATIERN TO BE CAST INTEGRAL ON lOP OF COVER

CAST IRON RING MIN. 210 POUNDS 1" CORE.

J HOLES TYP

AND GROUND 'PATTERN NOT SHOWN FOR CLARl1Y

CAST IRON NON-LOCl<ING CO'.'ER, MIN. 150 POUNDS

...,, .... ---6" t

NOTES:

1-263/B"-j

I 1---23 1;2·-1 I

, 114·-l I- I 333/4"~

1. t.AANHOLE RING AND COVER IN AREAS OF ''°'PROVED RIGHTS-OF-WAY SHALL BE A NON-LOCKING COVER. MANHOLE RING AND COVER IN AREAS OF UNIMPROVED RIGHTS-OF-WAY OR IN EASEMENT OR AS REQUIRED BY THE Cl1Y ENGINEER SHALL BE CAI.I-LOCKING COVER.

2. MANHOLE RING AND COVER SHALL CONFORl.I TO SECTIONS 9-05.15 (1), MANHOLE RING AND COVER, AND 9-06.14, DUCTILE IRON CASTINGS OF THE 199B STANDARD SPECIFlCATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AS PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ANO THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND AS REVISED TO READ AS SET FORTH IN THESESPECIAL PRVISIONSo a. MANHOLE RING AND COVER SHALL CONFORM TO THE Cl1Y OF SUMNER'S PUBLIC WORKS

STANDARD DRAWING. b. "'ANHOLE RING AND COVER AND COVER SHALL CONFORM TO THE REQUIREMENTS OF ASTM A48,

CLASS 308 FOR CAST IRON. c. MANUFACTURER SHALL CERTIFY THAT THE PRODUCT CONFORMS TO THE REQUIREMENTS OF THESE

SPECIFICATIONS. d. ALL PARTS OF THE CASTING SHALL BE APPLIED WITH A BITUMINOUS COATING. THE FlNISHED

COATING SHALL BE CONTINUOUS, SMOOTH, NEITHER BRlffiE WHEN COLD NOR STICKY WHEN EXPOSED TO THE SUN, AND SHALL BE STRONGLY ADHERENT TD THE CASTING.

e. THE Cl1Y SHALL HAVE THE RIGHT TO REQUIRE INSPECTION AND APPROVAL OF ALL CASTINGS PRIOR TO PAINTING.

f. REPAIR OR DEFECTS BY WELDING OR BY THE USE OF "SMOOTH-ON" OR SIMILAR MATERIAL WILL NOT BE PERMITIED.

g. MANHOLE RING AND COVER SHALL BE FREE OF POROSllY, SHRINK CAVITIES. COLD SHUTS OR CRACKS OR ANY SURFACE DEFECTS WHICH WOULD IMPAIR SERVICEEABILllY.

MANHOLE RING AND COVER

SUMNER

PUBLIC WORKS DEPARTMENT ..... .... .......

... \MISC\MHRNGCOY-MJ.DWG

............ ......... ...... 1-27-99 .... 1 or 2

ST£JhfARD M3

NOTES: (CONTINUED)

h. MACHINE FINISH THE HORIZONTAL SEATING SURFACE AND INSIDE VERTICAL RECESSED FACE OF RING, AND THE HORIZONTAL SEATING SURFACE AND VERTICAL OUTSIDE EDGE OF THE COVER TO THE FOLLOWING TOLERANCES:

1) IT SHALL NOT BE POSSIBLE TO ROCK ANY COVER WHEN IT IS SEATED IN ANY PORTION IN ITS RING.

2) IT IS DESIRED THAT THE EDGE OF THE UPPER SURFACE OF THE COVER BE ON-EIGHTH ( 1 /8) INCH BELOW THE UPPER SURFACE OF THE RING WHEN ANY COVER IS SEATED IN ANY POSITION IN ITS RING.

3) IN THOSE CASES WHERE SUCH ALIGNMENT IS NOT OBTAINED. THE DIFERENCE IN LEVEL BETWEEN THE COVER AND THE RING SHALL NOT EXCEED ONE-EIGHTH (1/8) INCH AT ANY POINT AND SHALL NOT EXCEED ONE-SIXTEENTH (1/16) INCH OVER A TOTAL

OF MORE THAN ONE-QUARTER (1/4) OF THE CIRCUMFERENCE. 4) THERE SHALL BE NOT MORE THAN ONE-EIGHTH (1/8) INCH INSIDE PLAY IN ANY

DIRECTION BETWEEN THE COVER AND THE RING WHEN ANY COVER IS PLACED IN ANY POSITION IN ITS RING.

'· ALL RING AND COVERS SHALL BE IDENTIFIED BY THE NAME OR SYMBOL OF THE MANUFACTURER IN PLAINLY VISIBLE LOCATION WHEN THE RING AND COVER IS INSTALLED. THE MANUFACTURERS IDENTIFICATION AND THE MATERIAL IDENTIFICATION SHALL BE A IJINIMUM ONE-HALF (1/2) INCH LmERS RECESSED TO BE WITH THE ADJACENT SURFACES.

SUMNER

PUBLIC WORKS DEPARTMENT

MANHOLE RING AND COVER NOTES

.... Z OF Z

APPROVED FOR CONS'TRUCTION

BY ~U-fltcf,ct.. CfTY~EER

CfIT STANDARD M3

0 co

ffi ~ ~ ::> mo <( z o

lL 0 ~

~ [C

bbl z < [C

WAlER NOlES; 1. UNLESS OTHERWISE SPECIFlED, MATERIALS AND WORKMANSHIP FOR THE WATER SYSTEM AND THEIR INSTALLATION SHAl.l BE IN ACCORDANCE WITH THE REQUIREMENlS OF THE CURRENT ADOPTED EDmoN OF THE WASHINGTON STATE DEl'ARTl.IENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFlCATIONS, DMSION 7 ANO REQUIREMENTS OF THE CITY OF SUMNER.

2. UNLESS OTHERWISE SPECIFlED, PIPE FOR THE W"TER MAINS SHALL BE CLASS 52 DUCTILE IRON PIPE. JOINTS SHAl.l BE RUBBER G4SKET PUSH-ON TYPE.

3. THRUST BLOCKS SHAl.l BE SIZED TO RESIST TEST PRESSURES ANO SHALL MEET REQUIREMENlS OF THE CllY OF SUMNER

4. WATER MAINS SHALL BE FLUSHED. DISINFECTED, AND TESTED CONFORMING TO REQUIREMENlS OF THE CITY OF SUMNER AND PROVISIONS OF WSDOT.

5. BURY #14 TRACING WIRE ON THE TOP OF WATERMAIN AND EXTEND TO THE TOP OF VALVf. BOXES.

6. UNLESS OTHERWISE SHOWN ON PL4NS, SERVICES SHALL BE LOCATED BY MUTUAL AGREEMENT BETWEEN OWNER AND CITY OF SUMNER.

7. UNLESS OTHERWISE SHOWN, PROVIDE FOUR-INCH THICK BY TWO FEET WIDE CONCRETE AROUND VALV£. COVER LOCATED IN UNIMPROVED AND L4NDSCAPE AR~. Vf>J..Vf. COV£.R SHALL BE MARKED "W" OR "WATER." INSTALL MARKER POST.

WATER NOTES AND DETAILS

SAMPLING STATION SHALL BE "ECLIPSE N0.88" OR AN APPROVED EQUAL.

18"

7 .. - - 13488 IRON HANDLE

13788 BRASS SCREW

-+t-- 3188 BRASS ELBOW

32088 BRASS NOZZLE

31588 IRON NOZZLE SECTION

----- PADLOCK PROVISION

•

--..__ (NOT SHOWN IN TRUE POSITION) -,.,___ -........_ BB ALUMINUM COVf.R

24"

JG-It---~ 88 PUMP CONNECTOR IT 88 BRASS PET COCK

24' 24'x24" SQUARE

• •

GALV. ANCHOR SUPPORT ( 2'x2"x1/4 ')

CONCRETE COLLAR

VALVE EXTENSION PIECE SHALL BE USED AS REQUIRED, SEE NOTE 3

VALVE BOX BOTTOM --~ SECTION, SEE NOTE 3

EXISTING ASPHALT

---- VALVE BOX TOP SECTION, SEE NOTE 3

VALVE OPERATING NUT ---- EXTENSION, SEE DETAIL.

r WATER LINE SEE NOTE 6

~~)~~~[ ]~1 ~~~~g ....... _ _..

y ~·SQUARE

OPERATING NUT

1 /3 TOTAL LENGTH

l 4 1/2' DIA.

\_

1/8" MIN. THICKNESS

1' METAL STOCK

'y ~ 3/8" SET STOCK

z 1/8" MIN. TIHICKNESS 2 1/4' INSIDE MEASUREMENT 2 1/4' DEPTH

VALVE OPERATING NUT EXTENSION 8. ALL WORK ON THE UNDERGROUND PORTIONS OF FlRE PROTECTION SPRINKLER SYSTEMS AND/OR FlRE MAIN FOR H'l'DRANT PLACEMENT MUST BE INSTALLED AND CERTIFlED BY A LICENSED CONTRACTOR WHO HAS ACHIEV£.D A STATE LEVEL "U" CERTIFICATION. SUBCONTR4CTING OF SUCH WORK TD PERSONS OR FlRMS NOT CURRENTLY LICENSED AS A FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR IS PROHIBITED UNDER WAC 212-80.

GALV. ANCHOR SUPPORT ( 2'x2'x1 /4") / BS ALULMINUM BASE

/ ,;- 1/4' COPPER TUBING

NOTES:

FIRE PROlECTlON NOTE: THE FlRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FlRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FlRE PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION AT THE BUILDING SPRINKLER IS INTENDED FOR FlRE DEPARTMENT CONNECTION ANO COORDINATE WITH OTHER UTILITIES ONLY. CONTRACTOR'S BID SHALL REFUCT THE CONDmONS OF THE FlRE PROTECTION ENGINEER'S DESIGN. CONTR4CTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROlECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY 'NFPA 13,' ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS.

1. USE ONE REFUCTOR WHEN THE HYDANT IS LESS THAN TWENTY FEET (20') FROM THE EDGE OF THE PAVEMENT.

• FlRE H'l'DRANT (TYP)

• 'BWE" REFLECTIVf. MARKER (TYP)

2. REFLECTOR TD BE ON THE H'l'DRANT SIDE OF THE CENTERLINE AND ON THE STREET SIDE OF THE FOG LINE TO BE IN LINE WITH THE HYDRANT AT A DISTANCE OF FOUR INCHES (4") FROM THE LINE BEING USED.

• FOG LINE

CENTERLINE

3. USE TWO REFLECTORS WHERE THE H'l'DRANT IS MORE THAN lWENTY FEET (20') FROM THE EDGE OF THE PAVEMENT TO SEVf.NTY-FlVE FEET (75') AND IS NOT OBSTRUCTED BY A FENCE.

t • 75' MAXIMUM

•

•

4. USE TWO REFLECTORS WHERE A HYDRANT IS IN THE CORNER OF AN INTERSECTION.

J. •

FIRE HYDRANT SI REET MARKINGS NOT TO SCALE

6" 1. VALVE OPERATING NlJT EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THIAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE.

-;.--,,__:::. + .. :::~=.=2~' ~ .• ;. ~=. =.~:i=r~~~,..c.:::__::3~/S::_"_B::_RASS~~~,.-P::_IP~Er---.:.:::.-:~~lCTTl VAi.VF. BOX (CAST IRON)

·. 4 ~ 0 TREATIED WOOD

2.

3.

ALL VALVE OPERATING NUT EXTENSIONS ARE TO BE MADE OF STEEL. SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT.

VALVE BOXES SHALL BE TWO-PIECE, ADJUSTABLE, CAST IRON WITH EXTENSION PIECES (IF NECESSARY), AS MANUFACTURED BY THE VANRICH #940 SEATTLE OR APPROVED EQUAL THE WORD 'WATER' SHALL BE CAST IN RELIEF IN THE TOP.

CONC. BLOJK/ (12'x12· sa) 24,.

88 NYLON CUP

FRAME 2'x6'

--~- WASHED ROCK

8-11-33 BALL VALVE

/ /88 1/4' BRASS ELBOW

_L-44888 RUBBER SEAT 1---31188 BRASS LOCKNUT

--- 88 BRASS VALVE BODY

12 GAUGE COPPER JACKETED TRACER WIRE

CORPORATION STOP FORD #3/ 4" F500

W/ 3/4' FIP INLET

WATER MAIN

DOUBLE SlRAP SADDLE, BRASS STAINLESS STEEL SlRAP

3/4' GALV. IRON PIPE {6' MIN. LENGTH)-

COMPERSSION COUPLE

P.E. PIPE (3/4" l.P. SIZE)

SAMPLING ST A TlON PACK JOINT COUPLING FORD NO.C16-33 (FOR P.E. PIPE)

NOT TO SCALE

WATER MAIN

EDGE OF PAVEMENT

DOUBLE STRAP BRASS SADDLE W/2" TAP & 3" LONG BRASS NIPPLE TO VALVE

l~"':I'°~.l .. +.~:-- BLIND FLANGE

CONC. TIHRUST BLOCK POURED AGAINST UNDISTURBED EARTH (THRUST BLOCK AS REQUIRED BY CITY ENGINEER)

STEEL SHIM PLATE

PLAN

2 1/2" INSO BRASS NOZZLE CAP

VALVE BOX

PLACE CONC.-.AROUND VALVE BOX PER APWA

CAST IRON VALVE BOX

2 CU. FT. 1 1/2' WASHED ROCK

2 1/2" (NS0 2'(LP) BRASS 1AALE NIPPLE WITH 2• GALV. CPLG.

2' GATE VALVE W/OPERATING NUT

ELEVATION

CONC VALUE

i. BOX AND STEEL COVf.R FOG TITE 89T

PLACE 2-16'x8'x4' SOLID CONC. BLOCKS UNDER METER BOX, ONE EACH SIDE

• "'

it INSTAil. 2" BLOW-OFF ASSEMBLY AS SHOWN WITH CENTERLINE OF METER BOX

~ 2" GALV. ELBOW

Gf>J..V. STEEL PIPE 36" OF COVER

1. LOCATE BOX IN PLANTING STRIP OR ADJACENT TO RIGHT-OF-WAY.

2. ALL MATERIAL AND FITTINGS SHALL BE AS SPECIFIED OR AN APPROVED EQUAL

2" BLOW-OFF ASSEMBLY NOT TO SCALE ?e ( (; ~ t.,'rtl • ~ .

NOTES:

I

4.

5.

6.

7.

NEAT LINE CUTS SHALL BE SEALED WITH A HOT PAVING GRADE ASPHALT AND FACE OF ClJT TACKED.

WATIER MAINS SHALL BE CONSTRUCTIED AND TESTED IN ACCORDANCE WITH DMSION 7 OF THE STANDARD SPECIFICATIONS.

SECTION 7-09.2 OF THE STANDARD SPECIFICATIONS SHALL BE SUPPLEMENTED BY THE FOLLOWING:

A. DUCTILE IRON PIPE SHALL CONFORM TO AWWA C 151, THICKNESS CLASS 52, ANO THE EXTERIOR SHALL BE COATIED WITH COAL TAR VARNISH. PIPE AND FITTINGS SHALL BE MORTAR LINED AND SHALL CONFORM TO AWWA C 104. THE THICKNESS OF TIHE LINING SHALL BE NOT LESS THAN 3/32". THE CEMENT LINING SHALL CONF'ORM TO THE REQUIREMENTS OF ASTM C 150 TYPE V.

B. JOINTS SHALL BE TYTON PUSH-ON JOINTS, OR APPROVED EQUAL, OR MECHANICAL JOINT TYPE PER AWWA C 111 EXCEPT WHERE FlANGED JOINTS ARE REQUIRED TO CONNECT TO VALVES OR OTHER EQUIPMENT.

C. BOLTS AND NUTS FOR BURIED FLANGES LOCATED OUTDOORS ABrNF. GROUND OR IN OPEN VAULTS IN STRUCTURES SHALL BE TYPE 316 SAINLESS STEEL CONFORMING TO ASTM A 193, GRADE BSM FOR BOLTS, AND ASTM A 194, GRADE BM FOR NUTS. BOLTS AND NUTS LARGER THAN ONE AND ONE-QUARTER (1-1/4) INCHES SHALL BE STEEL, ASTM A 307, GRADE B, WITH CADMIUM PLATING, ASTM A 165, TYPE NS.

0. BOLTS USED IN FLANGE INSULATIONS SETS SHALL CONFORM TO ASTM B 193, GRADE B7. NUTS SHALL COMPLY WITH ASTM A 194, GRADE 2H.

E. PROVIDED WASHER FOR EACH NUT. WASHERS SHALL BE OF THE SAME MIATERIAL AS THE NUTS.

SECTION 7-12.2 OF THE STANDARD SPECIFICATIONS SIW.l. BE SUPPLEMENTED BY THE FOLLOWING:

A. GATIE VALVES SHALL BE USED FOR EIGHT (8) INCH MAINS AND SMALLER. BUTTERFLY VALVES SHALL BE USED FOR MAINS GREATIER THAN EIGHT (8) INCHES.

1)

2)

GATE VALVES: GATE VALVES SHALL CONFORM TO THE LATEST AWWA SPECIFICATIONS FOR COLD WATER, RESILIENT SEAT GATIE VALVES, 200 PSI WORKING PRESSURE. THEY SHALL BE IRON-BODIED, BRONZEMOUNTED, NON-RISING STEM, COUNTER-CLOCKWISE OPENING, MECHANICAL JOINT ENOS (EXCEPT 6" VALVES ON FIRE HYDRANT LINES WHICH SHALL BE MECHANICAL JOINTS BY FLANGED). VALVE STIEMS SHALL BE PROVIDED WITH 0-RING SEALS AND SHALL BE AS MANUFACTIJREO BY THE MUEULER COMPANY OR APPROVES EQUAL

BUTTERFLY VALVES: BUlTERFLY VALVES CONFORMING WITH AWWA C 504, CLASS 150 AND SHALL OPEN COUNTER-CLOCKWISE. THE OPERATOR SHALL HAVE STANDARD AWWA TWO (2) INCH SQUARE NUT.

8. SECTION 7-11.3(11) OF THE STANDARD SPECIFICATIONS SHALL BE SUPPLEMENTED BY THE FOLLOWING: ALL WATER MAINS AND APPURlENANCES SHALL BE TIESlED IN SECTIONS NOT TO EXCEED 1500 L.F. AND/OR BElWEEN IN-LINE VALVES UNDER A HYDROSTATIC PRESSURE EQUAL TO 200 P.S.I. THE TEST SHALL BE ACCOMPLISHED BY PUMPING TIHE MAIN UP TO THE REQUIRED PRESSURE. STOPPING THE PUMP FOR 15 MINUTES, AND THEN PUMPING THE MAIN UP TO THE lEST PRESSURE AGAIN. AT THAT POINT THE PUMP WILL BE SHlJT OFF AND THE TEST STARTED. THE TEST WILL LAST 15 MINUTES AND NO LOSS IN PRESSURE WILL BE ALLOWED. AFTER THE PRESSURE TIEST IS PASSED BY THE CITY OF SUMNER, THE LINES WILL BE FLUSHED FOR A TOTAL OF 30 MINUTES OR AS DIRECTED BY THE CITY ENGINEER, AND A PURITY TEST WILL BE TAKEN AT POINTS DIRECTED BY THE CITY ENGINEER.

MARKED WITH THE LETTER "V" INSET ·v· To BE PAINTED BLACK WA TEA VALVES AND MAINS

"X" DISTANCE PAINTED ON BACK OF POST

NOT TO SCALE

VARIES +-----TWO WAY FREESTANDING

PRECAST REINFORCED CONCRETE POST

90"

"X' DISTANCE FROM MARKER POST TO MAIN

18" MIN.

FIRE DEPARTMENT CONNECTION

.....__2 1/2' FDC

'---CHAIN

.--*~-1f----5' STORZ FITTIN ATTACHED TO A 30' TURN DOWN

18"x18'x8' CONC. BLOCK

1. PRECAST REINFORCED POST TO BE PAINTED FLAT TRAFFIC YELLOW # 2612 OR SAFETY YELLOW # 1063 BY PARKER PAINT OR APPROVED EQUAL PER THE CITY ENGINEER.

SEE NOTE 8 3/ 4' STRAGHT BALL DRIP VALV£. NPT-TAPPED INTO INVERT OF PIPE 2. THE DISTANCE FROM THE MARKER POST TO TIHE WATER MAIN SHAil. BE PAINTED ON

TIHE BACKSIDE OF THE MARKER POST IN BLACK WITIH A 2' HIGH NUMBER.

3. VALVE MARKER POST SHALL BE REQUIRED WHEN EVER THE WATER VALVE IS LOCATED IN AN UNPAVED AREA.

4. THE POST WILL ALSO BE REQUIRED FOR BLOW-OFF ASSEMBLIES IN THE SAME CONDITION AS WATER VALVES.

RAE DEPARTMENT CONNECTION DETAIL NOT TO SCALE

4•x4•x4• TEE

PROVIDE ADDRESS OF PROPERTY SERVED

VALVE MARKER POST Al I ROVED FOR CONSTRUCTION

NOT TO SCALE BY f'AAc(.CITY ~ ./.,J___

j F

-" -

I / FINISHED GRADE

8" MIN 10" w.x

.................. .................. .................. ·················· ·················· -.·;:;::.·:.·.·:.-.·.·:.·:. .................. .................................. .................................. ·································· ··································· .................................. ................................... ·································· ··································

PLACE (2) 1e•---Y' LONG GAL V. STEEL PIPE IN EYE BRACE

PACK JOINT COUPLING (FOR P.E. PIPE) FORD C86-77 (2") CBS-66 (1 1/2") 1YPICAL EACH END. SEE NOTE 3

NOTES:

f.4ETER BOX, FOG-TrTE 2 WITH TRAFFIC METER READER LID

METER, TO READ IN CUBIC FEET (C.F.) MODEL ii PMX-150 F (1 1/2j MODEL f PMX-200 F (2")

WATER SERVICE LINE SEE NOTE 4

~

1 1 /2" OR 2" PLASTIC PIPE (200 PSI, AND SHALL MEET ASlM 1248 AND 2239, SDR7) l.D. IS IRON PIPE SIZE

CONCRETE BLOCK

1. ALL MATERIALS AND FrTTINGS SHALL BE AS SPECIFIED OR AN APPROVED EQUAL

EXISTING ASPHALT

2" GATE VN..VF. WITH OPERA.TING NUT,

BLE STRAP SAD0LE. BRASS I STAINLESS STEEL STRAP. STAINLESS STEEL ONLY ON A.C. PIPE.

2. THE WATER METER SHALL BE LOCATED IN THE PLANTING STRIP OR ADJACENrT TO THE RIGHT-OF-WAY LINE AS DIRECTED BY THE CllY ENGINEER.

3. ALL COUPLINGS SHALL USE PIPE INSERT STIFFENER.

4. THE WATER SERVICE LINE SHALL HAVE 36" OF COVER BELOW FINISHED GRADE WITHIN THE RIGHT-OF-WAY.

5. FOR A 1 1 /2" WATER SERVICE A 2" GATE '/ALVE SHALL BE USED AND INSERT BUSHING SHALL BE USED TO REDUCE THE 2" OPENING DOWN TO 1 1/2 •

e. ~~~E.C~N~~g~D 1:J0v~CT~~ l~&tl ~~~E~Eclli6E~ ~LM~~ ~~lo ~1 T~fu pg~NT OF THE SADDLE TYPE CONNECTION. CONCRETE BLOCK WILL NOT BE REQUIRED UNDER 2" VALVE.

7• ~VJF:c°~iEos~ n\3i .J!~16~E~E.9~~~~tf· O~P~~~~~QU~N~~~ :6~~Es.vJrJJ=S:~~·B~ CAST IN RELIEF IN THE TOP.

a. :~s¥.Wro B.3fo 1iu'M°.f¢1f811: t1J:E~f~Jc°toC~Ju~~t ~6<2 ~~INFio't~E B~fu~1~o~E ALL

FOUR SIDES.

9. WATER MAINS SHALL HAVE A MINIMUM COVER OF 42" IN IMPROVED RIGHT-OF-WAY, AND A MINIMUM 48" IN UNIMPROVED RIGHT-OF-WAY AND EASEMENTS.

1 o. METALLIC (DETECTABLE MARKING) TAPE SHALL BE COLOR CODE 'BLUE' AND SHALL BE IMPRINTED CONTINUOUSLY OVER rrs ENTIRE LENGTH IN PERMANENT BLACK INK THE MESSAGE "WATER LINE BURIED BELOW" AND THE WORD "CAUTION" PROMINENTY SHOWN, TAPE SHALL BE A 2" MINIMUM WIDTH.

11/2" AND 2" WATER SERVICE CONNECTION NOT TO SCALE "f'e ( C • .., t;f/., bi.

SURFACE TO BE GRADED~ SMOOTH AROUND HYDRANT I ""' GUARD POST TOP OF GUARD POST TO BE

LEVEL WITH BONNET FLANGE. BOTH POSTS TO SAME ELEVATION. GUARD POSTS ARE TO BE PLUMB. FIRE HYDRANT-----

6" CONCRETE GUARD POSTS--.!' QUANTITY AND LOCATION AS DIRECTED BY CITY ENGINEER.

24"

FIRE HYDRANT

REINFORCED CONCRETE POST 6" OIAMETER SHALL BE INSTALLED WHERE DIRECTED BY THE CITY ENGINEER AND SHALL BE PAINTEO lWO COAlS OF RUSTOLEUM NO. 2192 WHrTE. CONCRETE 4"

SECTION

IF CONCRETE IS NOT SPECIFIED, EARTH BACKFILL SHALL BE COMPACTED IN 6" LAYERS.

NOTES:

WATER DETAILS

90° BEND

THRU LINE CONNECTION, TEE

2

45° BEND DEAD END

L QJB.EY)"ION CHANGE ... ~SEO AS ELBu

~E THRU LINE CONNECTION, WYE

EACH AREA' (A/2) IS 1/2 OF

~~~LA~~ PLUGGED CROSS

NOTES:

DIRECTION CHANG~ CROSS USED AS uBOW

1. THE FOLLOWING PRECAUTIONS MUST BE OBSERVED WHEN CONSTRUCTING THRUST BLOCKS: A. BLOCKS MUST BE POURED AGAINST UNDISTURBED SOIL B. THE PIPE JOINT AND BOLTS MUST BE ACCESSIBLE. - KEEP CONCRETE CLEAR. C. CONCRETE SHOULD BE CURED FOR AT LEAST 5 DAYS AND SHOULD HAVE

A COMPRESSION STRENGTH OF 2,000 LBS. AT 28 DAYS. D. BLOCKS MUST BE POSITIONED TO COUNTERACT THE DIRECTION OF THE

RESULTANT THRUST FORCE.

2. ALL PIPE SHALL BE PROPERLY BEDDED. SEE CITY OF SUMNER STANDARD BEDDING DETAILS

BEARING AREA OF THRUST BLOCKS IN SQ. FT. (HORIZ. BENDS)

FrTTING TEE, WYE 90'BEND TEE SIZE PLUG OR PLUGGED PLUGGED BENDS

CAP CROSS nN ,,, .. A B 45· 22-1/2' 11-1/4"

·' . .• . . . . .

. . .

. . ) . . . 1. REQUIRED VOLUMES OR BEARING AREAS AT FITTINGS SHALL BE AS INDICATED, ADJUSTED, IF

NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIFICATIONS.

2. THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD RESULTANT THRUSTS ARE BASED ON A TEST PRESSURE OF 15D PSIG AND THE WEIGHT OF CONCRETE = 4050 LBS./CU. YD. TO COMPUTE VOLUMES FDR DIFFERENT TEST PRESSURES. USE THE FOLLOWING EQUATION: VOLUME=(TEST PRESS./150)X(TABLE VALUE).

3. BEARING AREAS FOR HORIZONrTAL BEND THRUST BLOCKS ARE BASED ON A TEST PRESSURE OF 150 PSIG AND ALLOWABLE SOIL BEARING STRESS OF 2000 LBS./SQ. FT. TO COMPUTE BEARING ARES FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE FOLLING EQUATION: BEARING AREA-(TEST PRESS./150)X(2000/SOIL BEARING STRESS)X(TABLE VALUE)

4. BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER THIS STANDARD.

5. BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 1 .0 SQ. FT.

6. VERTICAL BENDS THAT REQUIRE A THRUST BLOCK VOLUME EXCEEDING 5 CU. YDS. REQUIRE SPECIAL BLOCKING DETAILS. SEE PLANS.

THRUST BLOCKING NOT TO SCALE

1. ALL MATERIALS AND FITTINGS SHALL BE AS SPECIFIED OR APPROVED EQUAL

DO NOT BLOCK DRAIN HOLES

PLASTIC LINER

PUMPER TO FACE !.==;=----I-STREET OR AS DIRECTED NEAT LINE CUTS SHALL BE

SEALED WITH A HOT PAVING GRADE ASPHALT AND FACE OF CUT TACKED

• BY FIRE DEPT.

1/2" ._____. "MEGA LUG" OR EQUAL

16"x8"x4" MIN. CONCRETE BEARING BLOCK UNDER HYDRANT AND VALVE

1 1 /2" ASPHALT

,. =f=4 1 /2" CONCRETE

6" (AUXILIARY) GATE VALVE. SEE NOTE 5

2. THE FIRE HYDRANT SHALL BE PAINTED, lWO COATS DERUSTO PAINT TRAFFIC YELLOW SEMI GLOSS 756/PC-76

3. HYDRANT TO BE 5 1/4" MUELLER, M&H 929, CLOW F2500 OR APPROVED EQUAL. ALL HYDRANTS SHALL COMPLY WrTH WAC 248-57 IN THAT ALL THREADS SHALL BE NATIONAL STANDARD. THE STEAMER PORT SHALL BE PROVIDED WITH A 1/4 TURN DISCONNECT 1YPE FITTING (5" STORTZ COUPLING AND BLIND CAP) AND TO BE AN INTEGRAL PART OF THE HYDRANT.

4. VALVE BOXES SHALL BE TWO-PIECE, ADJUSTABLE, CAST IRON WITH EXTENSION PIECES (IF NECESSARY), AS MANUFACTURED BY THE VANRICH #940 SEATTLE OR APPROVED EQUAL. THE WORD "WATER" SHALL BE CAST IN RELIEF IN THE TOP. VALVE BOX EARS ARE TO BE ALIGNED WITH THE DIRECTION OF THE WATER LINE.

5. AUXILIARY GATE VALVE AWWA C-500 RESILIENrT SEAT, PARALLEL SEAT, 0 RING STEM SEAL, MJXFL WITH LUGS. THEY SHALL BE IRON BODIED, BRONZE MOUNTED, NONRISING STEM, COUNTER CLOCKWISE OPENING, BASE THREAD TO BE 4 1/2" N.S.T

6. 6" DUCTILE IRON CLASS-52 PIPE, LENGTH TO FIT.

7. A BAG MUST COVER AND BE SECURED TO THE FIRE HYDRANT UNTIL APPROVED FOR USE BY CllY ENGINEER.

B. PROVIDE "BLUE" REFLECTIVE TRAFFIC DOTS AS REQUIRED (SEE CllY STANDARD W3, SHEET 2 OF 2)

RRE HYDRANT ASSEMBLY AND GUARD POST NOT TO SCALE

•

--

~ FROM CITY SERVICE

-K

24" MIN.

'/. '/.'/. /./. /.' / '/./. /./. /./. -): ...:''): /. "> /.' """ "" "' ./. "): /. "): /. ") /'{',/-(,/'{',/. -',/'{', /'{',/'{',

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' ' \/ I _... ... , ,

12" MIN.

( TO IRREGATION SPRINKLER SYSTEM

NOTE: BACKFLOW PREVENTION DEVICE SHALL BE STATE APPROVED AND TESTED BY STATE CERTIFIED TESTER AND WITNESSED BY A CITY OF SUMNER INSPECTOR

FINAL GRADE~

- 111m111m <I

! 111111 ..

~ -111 --l 11 ln1

:-J ~ ~

FROM CITY SERVICE ;

3"MIN.

UTILITY VAULT WITH ---..,,_

COVER '

'

,.JL

·'

'

111m"' . 111== BACKFLOW p - DOUBLE CHE

VALVE

)

I TO BUil

REVENTER CK

12"t.tlN. 111111

J.U.M1N.

SPRINKL ER

VALVE SUPPORT. UPPORT WILL BE s

INSTA 0

LLED AS TO NOT BSTRUCT FLANGE

BOLTS.

, ' A ' '·.

4• PVC DRAIN PIPE CONNECT TO STORM SYSTEM---

SYSTEM -'

I -..

""-,-..... 6" FLOOR DRAIN

'--'

BACKFLOW PREVENTION VAULT FOR DOUBLE CHECK VALVE SYSIEM (IRRIGATION SYSIEM ONLY)

FINISH GRADE

GALV COMPRESSION COUPLER

NOT 10 SCAl..E ?e( c;,_ l,'\11, t:e.~ .

UTILITY VAULT 3030 LA--, OR EQUAL

SLIP TYPE VALVE aox-----...

Ill I -ill . - . 1111 . .

. ·: 1 " AIR RELIEF VALVE APCO NO. 143-C OR EQUAL

t-------2' MIN.--+--+----+< "---GRAVEL SUMP 4 C.F.

1" GATE VALVE---'

------ 12 GAUGE COPPER __. JACKETED TRACER WIRE

f:::i___.-- PACK JOINT COUPLING FORD C16-33 (FOR P .E. PIPE)

-----CORPORATION STOP t----'F..;:ORD 1" F500

------WATER MAIN

1" AIR RELEASE VALVE. ASSEMBLY DETAIL NOT TO SCALE (t,( ( I,. %;! W."T'.

90' ELL

1 1/4" WASHED GRAVEL

"-------''-----1" GALV. 1.P.

API I iOia:> FOR CONSTRUCT10N

BY ~U--t'Jii:.rlflTY ~EER

DAT£ :Z(t:'i( 6

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FLOW

SEWER MAIN 6" APPROVED WATERTIGHT SCREW CAP WITH 2" NllT

~

6" WYE ON SEWER MAIN

6" SIDE SEWER

PLAN

PAINT PORTION OF SERVICE MARKER THAT IS AB011E FINISHED GRADE WfTH WHfTE PAINT. STENCIL WITH BLACK LETTERS "S/S" USING 3" HIGH LETTERS. LOCATE SERVICE MARKER AT END OF EACH SERVICE. STENCIL TOTAL LENGTH OF 2x4.

ClEANOllT COVER (SEE DETAIL SS4-5)

6" SIDE SEWER --........

6" WYE ON SEWER MAIN

SEWER MAIN 6" DBL. WYE

2 ,; MINIMUM SLOPE (SEE DETAIL SS4-4(b))

NOTES: 1. MAXIMUM DEFLECTION NOT TO EXCEED

PIPE MANUFACTURER RECOMMENDATIONS. 2. PIPE BEDDING 5/8- CSTC IN CONFORMANCE

WITH WSOOT 9-03.9{3).

3. LOAD-BEARING CASTING .!< COi/ER SHALL BE USED. (SEE DETAIL ss+-5)

ELEVATION

4. MINIMUM SS DIAM. W/IN THE ROW SHALL BE 6". THE CITY RESERVES THE RIGHT TO REQUIRE INCREASED SS DIAM. AS NEEDED TO ACCOMMODATIE INCREASED FLOWS.

5. SEWER PIPE SHALL BE SDRJ!! OR DI CLASS 50.

6. SEWER TAPS TO EXISTING SS MAIN SHALL BE CORE DRILLED. ROMAC SS SADDLE WITH STAINLESS

2x4 SER'llCE MARKER

. z "' 'i PROPERTY

LINE

6"

PROPERTY LINE ---

TERMINATIE

2x4 SERVICE MARKER

:- .... -

WITH APPROVED WATERTIGHT PLUG (TYP.) OR CONNECTION TO EXISTING SS.

The City of Sumner Public Works Department

TYPICAL SIDE SEWER DETAIL

SANITARY SEWER NOTES AND DETAILS

CLEANOllT COVER SEE DETAIL 554-5 WATERTIGHT SCREW CAP WITH 2"

NllT PLACED AT GRADE -~

s· CLEAN OUT

FINISHED GRADE

: :~ .... ·-· . .. .- . '.-~· '

~' '•• .•. .,;.

2·-0· l'IP.

4 "t FOR RESIDENTIAL 6"f FOR COMMERCIAL

.....__ 6"x4" REDUCER BUILDING / / FOOTING __./"

(IF REQUIRED) PIPE BEDDING PER WSDOT 9-03.9(3)

ELEVATION

NOTES• 1. ELBOWS SHALL NOT BE GREATIER THAN 45"

2. A CLEAN OUT IS REQUIRED FOR PIPE RUNS GREATER THAN 100' AND FOR EACH 90' ACCUMULATED BEND/100' OF LENGTH

3. RIGHT-OF-WAY RESTORATION SHAU. MATCH OR EXCEED ORIGINAL CONDmDNS.

4. TRENCH BACKFILL BENEATH PAVED SURFACE SHALL BE 5/8" MINUS CRUSHED SURFACING TOP COURSE, COMPACTED IN 12" LIFTS

5. ALL PWMBING OUTLETS SHALL BE CONNECTED TO THE SEWER. NO DOWNSPOUTS OR STORM DRAINAGE SHALL BE CONNECTED TO THE SANITARY SYSTEM.

6. 4' -e• l'IPICAL PIPE COVER AT PROPERTY LINE. 7. LAY PIPE IN STRAIGHT LINE BETWEEN BENDS.

MAKE ALL CHANGES IN GRADE OR LINE WITH AN ELBOW OR WYE.

8. 6" SEWIER PIPE MINIMUM SIZE IN RIGHT-OFWAY. LAY AT 2lC MINIMUM GRADE. 45lC MAXIMUM GRADE.

9. 4' SEWER PIPE MINIMUM SIZE ON PRIVATE RESDENTIAL PROPERTY. 6" SEWER PIPE MIN. SIZE ON COMMERCIAL PROPERTIES. 2lC MINIMUM GRADE, 45" MAXIMUM. THE CITY RESERVES THE RIGHT TD REQUIRE INCREASED SS DIAM. AS NEEDED TO ACCOMMODATE INCREASED FLOWS.

10. CONSTRUCTION IN RIGHT-OF-WAY SHALL BE PERFORMED BY A REGISTERED LICENSED CONTRACTOR. ACQUIRE CITY PERMIT.

11. ALL CONSTRUCTION REQUIRES A PERMIT AND PAYMENT OF FEE. COMPLETE LEGAL DESCRIPTION OF PROPERTY AND DIMENSIONS.

12. AS-BUILT DRAWING SHOWING LOCATION OF SIDE SEWER IN RELATION TO THE HOUSE AND EXISTING UTILITIES IS REQUIRED AFTER INSTALLATION.

13. SEWER PIPE SHALL BE SOR JO OR D.I. CL 50.

The City of Sunlner Puhhc Works Department

PRIVATE SIDE SEWER INSTALLATION

SIDEWALK

· ... .'.. . : ·'

4 • •·

......

R.O.W.

6"

<l . ! . •

2' ..:..o·

: .. - .

4 . CEMENT CDNC.

-~~-\\--''r-J/4" SQUARES u. SPACED 3/4" AS

INDICATED-HT. 1 /8"

· ~-"-1/8" RAISE - 1/2" WIDE BORDER

[=1~:~ 1~83/4"

7• i---"t" 7 3/4"

8"

.-----15·---_, CA$J !RQN RING " ooyER

~ N

CLEANOUT RING & COVER .... : ......

• ~ "'

• .... : ... . .. " . ··q:;*'~· ~,.J,-,.P"?-. ='Q" . .

6" OR 6" PVC PIPE (FOR Sl.fE'vE)

R.O.W.

. ' ·" . . ••

~TERTIGHT SCREW CAP W1T1i 2" NllT

NOTES;

1. CASI' IRON TO CONFORM TO A.S.T.M. MB-56 CLASS 30.

2. COVER SHAl.l. BE OLYMPIC FOUNDRY M 1007 OR EQUWAl.ENT MARKED "SEWER".

The City of Sumner Pubhc Works Department

4-" & 6" CLEANOUT

1' STEEL STRAP OR APPROVED EQUAL SHALL BE USED. '""" ,,,,.,... '""" STANDARD DETAIL "'"<' , .... ,.,... o:r..w. STANDARD DETAIL I """ ....... '"'""' SERR """ """""'' ,.,,.,... SEt'ER

Orot.TE; ,l/ll/03 •.r.a srANOARD DETAIL

\AST......,...'"'""" SEt'ER lllllln' r of r NO. SS4-4(a) ,,,,... r of r NO. SS4-4{b) '-'w=•1"'""r-::ot;-;-t ---i•n• NO. 554-5

&L----------------1-----.1.:..:.:..;.....,;;.;;;;;.;;;~ ...... --------------~-------~~----.... -------------------------------...

4' 6'

NO SAHITAl!I' SEE TAll..E 1 RlR StHllARY SE11ER ~ N SE11ER PIPE l"1ERIAL TO BE THIS NlfA PARA- USED IN THIS ZONE. LL.EL 10 WATER LINE.

WATER LINE

SUMNER

SANrTAR'i SEWER LINE. STAN~ SANITNfY'

SEWER LINE MA1ERIH.

PARALLEL CONSTRUCTION

..-.-A

•

••

WATER LINE

CONCREIE ENCASEMOO

F1NISHED GAADE=i

WATER ~E

18~ MINIMUM

.. . . "" ..---+-__...,

CONCREIE ENCASEMENT

g•

SANITARY SEWER LINE -STANDARD SEWER PIPE MATERIAL.

SECTION A-A


LINE CROSSING

-WATER LINE AND SANITARY SEWER LINE CONSTRUCTION

... 1· - •• ---- -,_.,.... ,.OF 2

IT~ M2

nir REQY•RD4ENTS roR JHE SEP.w:rJON ON wAJtR 11NES AND swrmx SfWEB 11Nrs THE ""5IC SEPARATION REQUIREMEN11' APPLY TO SEWERS OF 24--INCH DIAMETER OR LESS: L'ROER SEWERS MAY CREATE SPECW. HAZARDS BECAUSE OF FLOW VOLUMES ANO JOtNT 1YPES. lHE SPECW. CONSTRUCTION REQUIREMENTS GIVEN ARE FOR THE NORt.W. CONDITIONS FOUND WITH SEWAGE AND WATER S'tS1EMS. WORE STRINGENT REQUIREMEN11' WAY BE NECESSARY IN NIEAS OF HIGH GROUND WATER, UNSTABLE SOU.. CONDITIONS, ETC.

1. HOfUZONTAL SEPARATION A lilNIMUM HORIZONTAL SEPARA110N OF TEN (10) FEET BETWEEN QRAVl'TY SANITARY SEWERS AND NrY EXISTING PATABLE WATER LINES SHAU. BE MAINTAINED. 1HE DISTANCE SHAU. BE ltilEASURED EDGE TD EDGE.

2. UNIJSlW.. CONDITlONS WHEN L.OCN.. CONDITIONS PREVENT A HORIZONTN.. SEPARATION DESCRtBED IN 1, A GRAVITY SEWER MAY BE LMD CLOSER THAN TEN ( 1 D) FEET TO A WA1ER LINE PllO\lllEl>.

A. IT IS LAO IN A SEPARATE lllENCH: OR, IT IS LAID IN THE SAME lRENCH WITH THE WATER LINE THAT IS l.OC'.TED AT ONE SIDE ON A BENCH OF UNDfSTURBED EARTH;

B. IN EITHER CASE. THE E1.£VATION OF THE CROWN Of THE GRAVITY' SEWER MUST BE AT LEAST 18 INCHES 11E1.0W THE INVERT OF THE WA1ER LINE. WHEN THS 'JERTICAL SEPARATION CANNOT BE OBTAINED, lHE CRAV11Y SEWER stW..L BE CONSTRUCTED OF MATERIALS IHD JOINTS lHAT ARE EOUtlH.£NT TO WATER MAIN STANONIDS OF CONSTAUCllON AND SHA1.1. BE PRESSURE 1ES1ED TO ASSURE WATER llGKINESS PRIOR TO IW:KF1WHG. SEE DETAIL FOi< PA1W.1.!1. CONSTRIJC110N.

3. 'IERTICAL SEPARATION SEWER LINES CROSSING WATER LINES SHAU. BE LMD BELOW THE WATER LINES TO PRO>./IDE A SEPARATION OF AT LEAST 18 INCHES BEIWEEN THE INVERT OF THE WATER PIPE AND THE CROWN OF THE SEWER, WHENEVER POSSlllL

4. UNUSUAL CONDITIONS WHEN l.OCAL CONDITIONS PRE'WENT A VERl1CAL SEPN!AllON M3 DESCRIBED IN J, T1£ FOl.l.OWIHG CONS1RUC110N SHALL BE:

A. GRl>.'lllY SEWER PASSINC MR OR UNDER WATER LINES SHAU. ~

1) CONSIRUCIEl OF THE W.'IIRIAL DESCRIBED IN THE FOLLOWING TAl!LE 1. THE ONE SECMENT OF THE MAXIMUM ST#jDNID LENGTH OF PIPE. (BUT NO LESS THAN 18 FEET LONC) SHAU. BE USED WITH 1\lE PIPES CEN1EREO TO MAXIMIZE JOINT SEPARATION •

2) STANIMRD GRAVITY SEWER MATERW.. E~ IN CONCRETE.

3) THE l..ENGT1i OF SEWER PPE SHAU.. BE CENTERED AT 1HE POINT or CROSSING so TIP.T lHE JOINTS WIU. BE EQUIDISTANT AND AS FM AS POSSIBLE FROM TliE WATER LINE. THE SEWER PIPE SHALL BE THE LONGESI' STANDAAD LENCJJH AVAll.ABl.E FROM THE l.WIJFACllJRER..

B. WATER LINES PASS1NG UNDER ORAVIT'I' SEWERS. IN ADDITION, SHolLl. BE PROIECIW BY PRCMDING~

1) A ~ SEPAPATION OF AT LEAST 18 INCHES BETWEEN THE INVERT OF 1HE SEWER ANO THE CROWN OF niE WATER LINE;

2) ADEQUATE SIRUC1\JRAL SUPPORT FOi< THE SEWERS TO PRE'IENT EXCESSIVE DEFECTION OF JOIN1S ANO SETIUNG ON A BRE'Al<INC OF THE WATER LINES; ANO

3) THE LENGTH OF SEWER PIPE SHALL BE CENTERED AT THE PCM" OF CROSSING SO ~T THE JOINTS WLL BE EQUIDISTANT AND ;,s FAA JtS POSSIBLE FROM THE WATER UNE. THE SEWER PIPE SIW.l. BE lHE LONGEST STAND\RD l.ENGlH AVAILABl.f FROM THE MANUFACT\JRER.

C. PRESSURE SEWERS SHALL ONLY BE CONSTRUCTEO UNDER WATER LINES WITH DUCTILE IRON PIPE OR STANDARD SEWER PIPE IN A Sim. CASING FOR A DISTANCE OF AT LEAST TEN (10) Fm ON EACH SIDE OF 1\lE CROSSING.

SUMNER

,_., ... DUC111.f IRON

POL'IVINYL CHLORl>E

WATER MAIN STANDARD PIPE MATERIAL TABLE 1

AWWA t.AllnM' STAN~D

C 151 AND C 104 c 111

c 800 D 3138 ANO F 4n c 110

c 110


WATER LINE AND SANITARY SEWER LINE CONSTRUCTION - .... -- - ClTY 1--27-H STANDARD ,_....,.. ,.OF 2 M2 ... _ ..

1.

2.

3.

4-.

5.

6.

7 .

8.

9.

STANDARD SEWER NOTES

Pipe shall be rubber gosketted, PVC, ASTM D 3034, SOR 35.

Side sewers shall be six inch size and shall be a minimum of five feet deep at o point ten feet beyond the property line. Lots for which five feet is not considered sufficient depth shall be noted with a moxlmum invert shown.

Minimum slope for six inch laterals shall be 1.0%.

All laterals shall be capped with watertight plug, and shall be marked for location with a 2 X 4 X 8 stake pointed white, marked "SEWER" with depth painted in block an the street side.

Side sewers shall be constructed in accordance with the City of Sumner Standard Detail.

Side sewers shall be tested for acceptance at the same time the main sewer is tested.

New connections to existing manholes or sewer lines shall be sealed off until upstream construction is finished, tested, cleaned and accepted by the City Engineer.

Contractor shall adjust all manhole rims to flush with the final finish grade. All manhole rings and covers shall be per City of Sumner Standard Detail.

Contractors shall maintain o minimum of 10 foot separations horizontally and 3 feet vertically between all water and sewer lines. Any conflicts shall be reported to the City Engineer prior to construction.

10. When replacing an existing sewer main the following shall also be replaced to current City Standards: a) Manholes and frames and covers. b) side sewers from the new main to the right of way line.

CITY OF SUMNER STANDARD SEWER NOTES DEPARTMENT OF.......,""""'t==-:----r;m_..m----r-=--·==·==--r.=-~=--t PUBLIC WORKS r== ........... ~ ... :o~..__---t=,.....,--t-=::.::=t STimumNt

SEWNOTES.DWO

24"

. .... ". ' .... , .......... ~ .· ""'

NOTES:

.---1 1 /2" ASPHALT SEE NOTE 1

EXISTING ROADWAY

9" CONCRETE COLLAR

i--12" MIN. GRAVEL BEDDING, COMPACTED DEPTH

~-- UNDISlURBED OR COMPACTED SUB-GRADE

1. NEAT LINE CUTS SHALL BE SEALED AT TOP WITH A HOT PAVING GRADE AND FACE OF CUT TACKED.

2. TOP OF SHELF, SLOPE 1 /2" PER FOOT, CONSTRUCT IN FIELD CHANNEL AND SHELF TO THE CROWN OF PIPE.

3. MANHOL£ RUNGS SHALL CONFORM TO SECTION R, ASTM C 478 (MSHTO M-199) AND MEET ALL WISHA REQUIREMENTS. MANHOL£ RUNGS SHALL BE PARALLEL OR APPROXIMATELY RADIAL AT THE OPTION OF' THE MANUF'ACTIJRER, EXCEPT THAT ALL STEPS IN AfN MANHOLE SHALL BE SIMILAR. PENETRATION OF OUTER WALL BY A L£G IS PROHIBl1ED. SEE STANDARD MANHOLE STEP AND LADDER DETAIL

4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM.

5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS MANHOL£ WALL 1HICKNES~. MAXIMUM HOL£ SIZE IS 35• FOR A 48" MANHOL£, 42" FOR A 54• MANHOLE. MINIMUM DISTANCE BETWEEN HOL£S IS B •

6. PRECAST CONCRETE MANHOLE COMPONENTS SHALL CONFORM TO ASTM C 478.

g " .... 00

7. FLEXIBL£ JOINTS SHALL BE RUBBER CASKETED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. MORTARED, DRY-PACKED, OR CAST-IN-PLACE JOINTS WILL BE PERMITTED ONLY FOR CONNECTION TO OR THROUGH MANHOLES. A FLEXIBL£ GASKETED JOINT SHALL BE INSTALLED WITHIN ONE (1) FOOT OF EACH CONNECTION TO OR THROUGH SAID MANHOLES. CONNECTIONS TO MANHOLES WITH CONCRETE PIPE SHALL BE MORTARED. CONNECTIONS TO THESE STRUCTURES WITH PVC PIPE SHALL UTILIZE A MANHOL£ COUPLING AND RUBBER GASKET.

B. ALL SEWERS SHALL BE DESIGNED AND CONSTRUCTED TO GIVE MEAN VELOCITIES, WHEN FLOWING FULL. OF NOT LESS THAN 2.0 FEET PER SECOND. THE FOLLOWING MINIMUM SLOPES SHOULD BE PROVIDED; HOWEVER, SLOPES GREATER THAN 1HESE ARE DESIRABL£:

SEWER SIZE (INCHES)

8 10 12 14 15 16 18 21 24 27 30 36

SANITARY SEWER MANHOLE NOT TO SCALE

MINIMUM SLOPE (FEET PER 1 DO FEET)

0.40 0.28 0.22 0.17 0.15 0.14 0.12 0.10 O.DB 0.07 0.06 0.05

APPROVED FOR CONSTRUCTION

BY ~{L ~C/ENGINEER

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LL bi 0 ~~ 0 <( 0 CL - a: !:b w o<( ~ CL ~

1-~~~~~~~~---t~

-

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06.: CIO I " 0 l1'

5: Qi

"1 f--< <' I

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Job Number

10535 .. ..,

ShHl o~· 0 . . " .,_ . -·. . . · .. , "'

tS" / - -- ' ~ <1>"

"< )' """' 'lvG ENGi"~ C9of 9

18215 72ND AVENUE SOUTH

KENT, WA 98032 (425)251-6222 (425)251-8782 FAX

CML ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES

Desillned KEH

Drawn MFB

Checked JGH

Approved JGf!

Dote 4/1/05

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Scale:

Horizontal

AS NOTED

Vertical

AS NOTED

File: P:\ 10000s\ I 0535\engineering\ 105353sd2 dwg Date/Time: 06/23/2005 17:30 Scale: 1 ~30 jcarey Xrefs: 105353b2,jhubbell,z105353p1,

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For: PANATIONI DEVELOPMENT COMPANY

1400 S.W. FIFTH A VENUE, SUITE 810 PORTLAND, OR 97201

1 15/26/051 JLC I KEH I JGH I REVISED PER CITY COMMENlS AND GRADING REVISIONS

No. I Dote I By I Ckd. I Appr. I Revision

Title: SANITARY SEWER PROFILE

PACIFIC CREST CABINE IS RAINIER PARK OF INDUSTRY

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