Loading...
20070404 Civil Plans 01132010 (Creek Road Apartments)3 co 04 00 c0 O Li 0 cl 0 O U 00 r 07 0 Z Q o' 00 r 0 O F-- U w O I E N 0 0 04 cl c 0 i e GRAPHIC SCALE ( IN FEET ) i inch = 60 !t CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON COVER SHEET APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: A-AI`. -iala y 4'a,02,04 CURRENT OWNER i - BLDG. - "'-200' (TYP. \ Yom✓ L J BLDG. BLDG. BLDG. H G SHORELINE a O BUFFER LINE PROP. 20 AC S � TED --- ,- .r ---. -- R C \ ASEMENT TO B GRANTED M���oj u 'Miff Q CITY OF YELM ACCESS WAY E - - - - - -- ` \ �s� --- - - - - -- - --- - - - - -- -- ." 1. •"... WETLAND ' I 1 � � BOUNDAR i I i FILL SPECIFICATIONS FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2- 09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND SEI ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING U11UTIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOLING THE UTIUTIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING 1- 800 - 424 -5555 AND THEN POT HOUNG ALL OF THE EXISTING UTIUTY LOCATIONS OF NEW U11UTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT SOUND ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SOUND ENGINEERING ASSUMES NO UABIUTY FOR THE LOCATION OF UNDERGROUND UTILITIES. EASEMENT NOTE A BLANKET EASEMENT WILL INCORPORATE ALL ACCESS TO UTILITIES OF SITE. EASEMENT WILL BE RECORDED PRIOR TO FINALIZATION OF PROJECT. TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY PRIZM SURVEYING. (SEE SHEET TS FOR TOPOGRAPHIC SURVEY SHEET) WHILE THIS INFORMATION IS BELIEVED TO BE REUABLE, SO CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. ELEVATION DATUM FLOOD PLAIN NOTE - AR FLOOD ELEVATION WAS NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBUSHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 THE 100 WAD PER THURSTON COUNTY AND FEMA MAPPING. SOILS REPORT NOTES THZ FOLLOWING SOILS REPORT NOTES FOR THE SITE SHILL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SOIL INVESTIGATION PERFORMED BY: GEORESOURCES, LLC. 5007 PACIFIC HWY. E. STE. 201 FIFE, WA 98424 (253) 896 -1011 REPORT: DATED AUGUST 29, 2007 AND ALL SUBSEQUENT ADDENDUMS. 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPUED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. 2. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFUCT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE 3. EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN 4. SOILS REPORT. AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER: PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH BUILDINGS AND PAVEMENT. SUBGRADE PREPARATION OF BUILDING. 5, THE CONTRACTOR SHALL QUAUFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL. 6, THE CONTRACTOR SHALL HAVE INFILTRATION TESTING PERFORMED AT 11ME OF SYSTEM EXCAVATION, BUT PRIOR TO BACKFILUNG TO ENSURE INFILTRATION RATE IS WITHIN DESIGN PARAMETERS. CONTRACTER SHALL NOTIFY PROJECT ENGINEER IMMEDIATLY FOR POSSIBLE DESIGN CHANGES. YELM CREEK BLDG.S, LLC. 240 STADIUM WAY SOUTH TACOMA, WA 98402 (253) 428 -0800 SURVEYOR PRIZM SURVEYING P.O. BOX 110700 TACOMA, WA 98411 (253) 404 -0983 UTILITIES WATER: CITY OF YELM SEWER: CITY OF YELM POWER: PSE GAS: PSE PARCEL & ADDRESS 64303400400, 64303400501 AND 64303400502 10520 CREEK ST SE YELM, WA BASIS OF BEARING N 01'57'11" E FOR THE WEST UNE OF THE NORTHWE! QUARTER OF SECTION 29 BETWEEN THURSTON COUNT PUBLISHED MONUMENTS 788 AND GPS2. I ` UNE WASHINGTON STATE PLANE COORDINATE SYSTEM LEGAL DESCRIPTION I , SOUTH ZONE (NAD 83/91) LOT 4, BLOCK 34 OF MCKENNA IRRIGATED EXISTING LEGEND I , TRACTS, AS PER PLAT RECORDED IN VOWME I 9 OF PLATS, PAGE 43; FOUND SECTION CORNER LINTY WASHINGTON S.E. �0 .SITE S.E. VICINITY MAP NOT TO SCALE 110TH AVE S.E; PROPOSED I IN THURSTON CO I FOUND QUARTER CORNER BLDG. APPROX. 100 � , 1� I YEAR X. 100 LAIN LOT 5 IN BLOCK 34 OF MCKENNA IRRIGATED FOUND MONUMENT 50' (TYP.)__ � TRACTS AS RECORDED IN VOLUME 9 OF I UNE PLATS PAGE 43; EXCEPTING THEREFROM THE 00 FOUND IRON PIPE EDGE OF WATER , _ WEST 387.2 FEET AND EXCEPTING ALSO THE CALCULATED MONUMENT I" '.; ' , 8/20/07 SOUTH 10 FEET FOR SECONDARY STATE I" HIGHWAY NO. 5 -H AND EXCEPTING ALSO THAT LIGHT I PORTION CONVEYED TO STATE OF WASHINGTON STORM CULVERT I I I BY DEED RECORDED APRIL 15, 1985 UNDER AUDITOR'S FILE NO. 8504150149; ® IRRIGATION CONTROL VALVE -0- UTILITY POLE 200' (TYP. IN THURSTON COUNTY, WASHINGTON. j STREET LIGHT O 0 WETLAND 1 ' STATISTICAL INFORMATION E- GUY ANCHOR _ BUFFER LINE � ZONING: COMMERCIAL ZONE (C -1) TELEPHONE RISER REC J I SITE AREA (NET): 748,075 S.F. (11•17 ACRES) OFFICE P80L I DENSITY ALLOWED: 16 UNITS /ACRE (60% OF NET AREA ALLOWED AS RESIDENTIAL) COTTONWOOD TREE BLDG i DENSITY PROVIDED:15.9 UNITS PER ACRE (164 UNITS TOTAL) CHERRY TREE NUMBER OF STORIES (RESIDENTIAL): 3 wv I I BUILDING HEIGHT (RESIDENTIAL) 40-FOOT MA X.: N WATER VALVE PARKING REQUIRED (RESIDENTIAL): 2 STALLS PER UNIT (328 STALLS) � WATER FIRE HYDRANT (FH) PARKING PROVIDED (RESIDENTIAL): 2.02 STALLS PER UNIT (331 TOTAL) FIRE DEPARTMENT CONNECTION SHORELINE AREA NOTE COMMERCIAL BUILDING AREAS: 45,540 TOTAL SQUARE FEET BETWEEN FIVE BUILDINGS DOUBLE DETECTOR CHECK VALVE ASSEMBLY SHORELINE JUMSTICTIONAL AREA: 67,618 S.F. (1.55 ACRES) PARKING REQUIRED (COMMERCIAL): AVERAGE OF 1 STALL PER 250 SQ.FT. OF THE GFA DENSITY ALLOWED: 2UNITS /ACRE (182 STALLS) FORCE LINE ELBOW NUMBER OF UNITS ALLOWED: 3 PARKING PROVIDED (COMMERICAL):1 STALL PER 244 SQ. FT. OF THE GFA (187 TOTAL yrf,, MAIL BOX NUMBER OF UNITS PROVIDED: 3 STALLS) © CABLE RISER SHEET INDEX SITE COVERAGE: APPROXIMATELY 55% OR 412,685 SQ. FT. (INCLUDES EXISTING V, HOSE BIB Cl COVER SHEET DEVELOPMENT) SOIL LOG CONTROL PLAN �- .1'� C2 DIMENSIOINNG A HORIZONTAL HEARING EXAMINER CONDITIONS OF APPROVAL CS TEMPORARY EROSION A SEDIMENTATION CONTROL PLAN m GAS VALVE C4 TEMPORARY EROSION S SEDIMENTATION CONTROL PLAN NOTES i DETAILS 1. THE HEARING EXAMINER HAS JURISDICTION TO CONSIDER AND DECIDE THE ISSUES PRESENTED BY THIS ❑ STORM DRAIN CATCH BASIN (CB) REQUEST' STORM DRAIN MANHOLE (SDMH) C5 OVERALL GRADING AND DRAINAGE PLAN 2 THE APPLICANT HAS SHOWN THAT THE REQUEST FOR STE PLAN REVIEW APPROVAL AND A SHORELINE CIS OVERALL GRADING AND DRAINAGE PLAN SUBSTANTIAL DEVELOPMENT PERMIT SATISFIES ALL CRITERIA SET FORTH IN THE YMC AND OTHER ADOPTED SANITARY SEWER MANHOLE (SSMH) STANDARDS AND THEREFORE SHOULD BE APPROVED SUBJECT TO THE FOLLOWING CONDITIONS C7 ROAD, STORM, AND UTLITIES PLAN & PROFILE - ACCESS WAY A 1. THE CONDITIONS OF THE MITIGATED DETERMINATION OF NONSIGNIFlCANCE ARE HEREBY REFERENCED AND O SANITARY SEWER CLEANOUT (SSCO) ARE CONSIDERED CONDITIONS OF THIS APPROVAL C8 ROAD, STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY A 2. NO STRUCTURES SHALL BE CONSTRUCTED WITHIN THE 100 YEAR FLOOOPLAIN AS SHOWN N THE FEMA - _..z�- -- SIGN C9 ROAD, STORM, AND UTLITIES PLAN SI PROFILE - ACCESS WAY B FLOOD INSURANCE RATE MAPS AS PUBLISHED. P.M. PEAK HOUR TRIPS WATER METER 3. THE APPLICANT SHALL MITIGATE TRANSPORTATION IMPACTS BASED ON THE NEW C10 ROAD, STORM, AND UTLITIES PLAN SL PROFILE - ACCESS WAY C GENERATED BY THIS PROJECT. THE TRANSPORTATION FACIUTY CHARGE (TFCO IS #1,276 PER NEW P.M. PEAK TRIP, GENERATED BY THE PROJECT. ACTUAL COSTS SHALL BE DETERMINED AT BUILDING PERMIT _r, BARBED WIRE FENCE C11 ROAD, STORM, AND UTLITIES PLAN EI PROFILE - ACCESS WAY D 4 ISSUANCE. 4. IMPROVEMENTS SHALL BE REQUISED ON CREEK ROAD NE AND SHALL BE CONSISTENT C12 ROAD, STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY E - -- - -- STOCKADE FENCE WITH THE CITY OF YELM S DEVELOPMENT GUIDELINES. C18 ROAD, STORM AND UTLITIES PLAN & PROFILE - ACCESS WAY E 5• THE SHORELINE JURISDICTION AREA SHALL BE DEDICATED AS QUALIFIED OPEN SPACE, INCLUDING AN - - -- o -- CHAINLINK FENCE EASEMENT BENEFITING THE CITY OF YELM FOR EZEEK RESTORATION. BIDDER DESIGNED FENCE C14 ROAD, STORM, AND UTLITIES PLAN SI PROFILE - ACCESS WAY F 6. CIVIL PLANS SHALL INCLUDE A CALCULATION OF THE SHORELINE JURISDICTIONAL AREA AND THE NUMBER OF UNITS WHICH WILL FALL WITHIN THIS AREA TO ENSURE DENSITIES IN THIS ENVIRONMENT DO NOT _ _ST_ - STORM DRAIN MAIN LINE C15 ROAD, STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY F 7 EXCEED O DWELLINGS PER GROSS AREA OF AMULTI- FAMILY DEVELOPMENT SHALL BE DEDICATED CIO ROAD, STORM, AND UTLITIES PLAN A PROFILE - CREEK STREET AS USABLE OPEN SPACE STORM DRAIN ROOF LINE C17 CREEK STREET CHANNELIZATION PLAN 8. THE APPLICANT WILL BE REQUIRED TO DEDICATE A 20 FOOT EASEMENT TO THE CITY OF YELM TO ACCESS - - S - - SANITARY SEWER FORCE MAIN THE SHOREUNE AREA FOR ANY CITY OR STATE SPONSORED PROJECTS THAT MIGHT RESULT IN CREEK AND SANITARY SEWER GRAVITY LINE C18 WATER PLAN FLOOD PROTECTION ENHANCEMENT. ANY DISPUTES MAY BE RETURNED TO THE EXAMINER IN WRITING FOR RESOLUTION. - -w- - WATER MAIN LINE C19 S.T.E.P. SEWER PLAN 9. THE PROPOSED SITE SHALL CONNECT TO THE CITY$ WATER SYSTEM. THE CONNECTION FEE AND METER FEE WILL BE ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCE. ALL CONDITIONS FOR CROSS _ _ G - - GAS LINE C20 STORM DRAINAGE CONNECTION CONTROL AS REQUIRED IN SECTION 246 - 290 -490 WAC SHALL BE MET PRIOR TO ISSUANCE C21 ACCESS WAY NOTES AND DETAILS OF CERTIFICATES OF OCCUPANCY. AN ENGINEERS ESTIMATE OF WATER USAGE WILL BE REQUIRED AS _ _ _ __ PROPERTY LINE - PART OF THE CIVIL PLAN SUBMISSION. C22 ACCESS WAY CROSS SECTIONS AND DETAILS 10. THE PROPOSED SITE SHALL CONNECT TO THE CITY$ STEP SEWER SERVICE. THE CONNECTION FEE WILL BE - - - - - - - - - - EASEMENT LINE _ BASED ON WATER USAGE CALCULATIONS AND ESTAI3USHED AT THE TIME OF BUILDING PERMIT ISSUANCE. - ROAD CENTERLINE C23 STORM DRAINAGE NOTES AND DETAILS 11. ANY EXISTING WELLS AND ON -SITE SEWAGE DISPOSAL SYSTEMS SHALL BE ABANDONED PURSUANT TO APPLICABLE WASHINGTON STATE AND THURSTON COUNTY HEALTH REGULATIONS. EVIDENCE THAT ALL C24 WATER QUALITY NOTES AND DETAILS WELLS AND SEWAGE DISPOSAL SYSTEMS HAVE BEEN ABANDONED IN AN APPROVED MANNER IS REQUIRED - - - - - - - - - - WETLAND BOUNDARY C25 WATER SYSTEM NOTES AND DETAILS 12 PRIOR TO APPROVAL of CIVIL ENGINEERING PUNS. WETLAND BUFFER . THE CIVIL ENGINEERING PLANS SHALL INCLUDE PLANS FOR THE COLLECTION, TREATMENT, AND INFILTRATION C28 WATER SYSTEM NOTES AID DETAILS OF STORMWATER IN ACCORDANCE WITH THE 1992 DOE STROMWATER MANUAL, AS ADOPTED BY THE CITY FLOODPLAIN LINE OF YELM. BEST MANAGEMENT PRACTICES (BMP'S) ARE REQUIRED DURING CONSTRUCTION. A 10 -FOOT C27 S.T.E.P. SEWER NOTES AND DETAILS SETBACK FROM ALL PROPERTY LINES AND EASEMENT'S ARE REQUIRED FOR STORMWATER FACIUTIES SHORELINE BUFFER 13. PARKING SHALL PROVIDED IN ACCORDANCE WITH THE CITY OF YELM DEVELOPMENT GUIDELINE STANDARDS. ' - ,8 C27.1 S.T.E.P. SEWER NOTES AND DETAILS PROPOSED ��w � 16 FEET NOT RE AIL��M 328 �OPMENT, APPROXIMATELY 183 PARKING - - CONTOUR LINE C28 S.T.E.P. SEWER NOTES AND DETAILS SPACES WOULD BE REQUIRED. C29 CHANT LIZATION NOTES AND DETAILS 14. REFUSE COLLECTION AREAS SHALL BE DESIGNED TO CONTAIN ALL REFUSE GENERATED ON SITE AND ROCKERY TS1 TOPOGRAPHIC SURVEY PROPERTIES, BETWEEN COLLECTIONS' WHEN SERVICE AREAS ARE VISIBLE FROM THE SISCAPIN OR ADJACENT PROPERTIES, THE ELEMENTS MUST BE SCREENED WITH A SCREENING WALL AND LANDSCAPING. DEPOSITED CONCRETE TTCP TEMPORARY TRAFFIC CONTROL PLAN MATERIAL AND DESIGN COMPATIBLE COMPA � WITH THE OVEon ARCHITECTURAL THEME THE1d INTM SHALL BE A STRUCTURE, SHALL BE AT LEAST AS HIGH AS THE REFUSE CONTAINER, AND MUST B EAT UST SIX -FEET ASPHALT PAVING IN HEIGHT. THE LOCATION AND ACCESS TO ALL RASE ENCLOSURES SHALL BE APPROVED IN WRITING, EARTHWORK QUANTITIES 15. BY LEMAY, INC., PRIOR TO EVIL PLAN APPROVAL FIRE PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE, AS ADOPTED GRAVEL BY THE CITY OF YELM, AND MAY INCLUDE FOC'S FIRE HYDRANTS, AND /OR FIRE LINES. FIRE IMPACT FEE EARTHWORK QUANTITY CALCULATION IS TO FINISHED GROUND SURFACE AS SHOWN HERE BY CONTOURS: PURSUANT TO SECTION 15.40.020(Bx6) YMC IS ESTABLISHED AT A RATE OF $0.32 PER SQUARE FOOT OF DEVELOPMENT ALL NEW DEVELOPMENT IN THE CITY OF YELM. HOSE BIB 16. THE CIVIL ENGINEERING PLANS SHALL INCLUDE FINAL LANDSCAPING AND IRRIGATION PLANS WHICH ARE CARSON BOX EARTHWORK CUT = EARTHWORK CY CONSISTENT WITH THE PREUMINARY PLANS AND INCLUDE THE FOLLOWING REQUIRED LANDSCAPING: a. ALL REQUIRED LANDSCAPING SHALL CONSIST OF DROUGHT TOLERANT SHRUBS AND BARK FILL = 5,293 CY INSTEAD OF GRASS, NET FILL = 1.494 CY b. TYPE II LANDSCAPING IS REQUIRED ADJACENT TO BUILDINGS AND AROUND THE PERIMETER OF THE SITE TYPE II LANDSCAPING IS NOT REQUIRED N THE EAST PROPERTY LINE WHICH FALLS WITHIN THE SHORELINE JURISDICTION AREA. THE SHORELINE JURISDICTION THE ACTUAL QUANTITIES OF CUT OR FILL MAY VARY BY THE FOLLOWING FACTORS. AREA IS TO REMAIN IN ITS NATURAL STATE. C. TYPE III LANDSCAPING IS REQUIRED ALONG STREET FRONTAGE OF CREEK ROAD NE. 1. DEPTH OF VEGETATION WITHIN THE COVERED AREAS. d. TYPE IV LANDSCAPING IS INTENDED TO PROVIDE VISUAL RELIEF AND SHADE IN PARKING 2. SHRINK /SWELL FACTORS OF EXISTING SOILS. Ate' 3. ACTUAL VARIANCE IN TOPSOIL DEPTHS THROUGHOUT SITE. a TYPE V LANDSCAPING IS REQUIRED FOR ABOVE GROUND STORMWATER FACILITIES I Mum)T S�/ f. A FINAL DETAILED LANDSCAPE PLAN IS REQUIRED AS PART OF CIVIL PLAN REVIEW AND 4. SUBBASE FILL METERIALS FOR PARKING AREA AND BUILDINGS 17. TO PROMOTE WATER OCNSERVATION. ANY IRRIGATION SHE BE IN THE FORM OF A DRIP SYSTEM. JAN 1 3 2010 QUANTITIES ARE FOR PERMIT PROCESS ONLY. CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES. R Y• w 0 1� O ii v o _ ul oC z LU o o N Co N M ull Z uj cry o O z Lu 0 W ce 9 N 4- 7J" (N RHl��.�, �sslONALG1 • SOUND ENGINEERING, INC. W CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253)428.8172 EMAIL: CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 /- IB TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX:(253) 573-0142 Si www.soundenginc.com - sound @soundenginc.com RD QR: JFH 7.21.08 FM PROJECT: CREEK ROAD ss MIXED USE W CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253)428.8172 EMAIL: CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 cl SHEET 1 OF 31 3Rn S1IRMITTAL -IAN 1. �. 2010 PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM /- IB DRAWN: J. HAUG GA" BY QR: JFH 7.21.08 BY DATE SCALE: V =60' DATE: 7.30.08 r PROJECT #: 07118.10 Ei SHEET NAME: COVER SHEET CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 cl SHEET 1 OF 31 3Rn S1IRMITTAL -IAN 1. �. 2010 FOUND 3" SURFACE BRASSIE IN CONC., MONUMENT NO. GPS2 NORTHWEST CORNER SEC. 29 12/5/06 / N 592133.310 E 1118379.793 a GRAPHIC SCALE CREEK ROAD MIXED USE 10 A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. ` IN `�" DIMENSIONING &HORIZONTAL CONTROL PLAN 1 inch = 90 fL Z w 0 uji- Z uj o W � a o N CS A °. •� ° G 1 ° 6' SIDEW oO , ° 1 EXISTING 40' U11UTY EASEM NT I � ( ' • • . PER A.F.N. 3078377 i 60' ° B G Aft _ w I� BL 2 ' BLDG + i 80' t, I/ 1 I -0` I I Wit, PROP 10 U11U I i SID WALK 20, 2 C ° I / 1 I-- 31.5' \� + I z.+- I 2 , EASEMENT PER I COMMERCIAL r OF YELM STAND - I A LAY INTERSECT1ON s i i 935. _., I / 1 + ROAD D \ / 'STA 27 +91.78 62.97 LT ) I 'C BUILDING #2 v I CARPORT 3 6 SIDEWALK•: ° , . .. ; ... STA 44 +76.51 (ROAD F ) :. , 5 - i C I + + I I ,. _. �. r, a •• � / 1 • w go 42 +00 43+00 + "`'_.' ... _________ -- $$8'26'13 "E 44+00 -- -- ++ ----�- -- ! +00 / • SOUND ENGINEERING INC. li + 8$' 57" 23 ,445.01 ..,___ --- - — _ _..�....� 876 S88'2611 E`y _ . — + ti I I ROADWAY INTERSECTION + r 42. CIVIL ENGINEERS N LAND PLANNERS $ i O 6 20.1,5 •. STA 20 +91.44 (ROAD C) .. ASH ENC SU - ��Oti (') 1102 COMMERCE ST., SUITE 300 15 ELECTRICAL EASEMEN I I - . STA 40 +31.50 (ROAD F) • . ' a • `.,. 2Q •� �- ( P VEM T � � , � � � v ."� � TACOMA, WA 98402 PER A.F.N. 804930 ( } r I i TIO q PHONE: 253 573 0040 FAX: 253 573-0142 I ROADWAY INTERSECTION - DES 1S _WIT1 KNOX BOX' — _ ( www.sound y c.com soup and y c.com 3 _ -._.__ �) / � � N d so en in ° en in STA 2 +41.18 CREEKS DWAY INTERSELfipN STA 50 +50 ROAD A c°� ( ) v, I STA 52 +74.96 (ROAD A =8 <. q PROJECT: R I PRECAST CONIC. MONU E T STA 20 +21.84 (ROAD B • • : • = O , �NR�' ROADWAY INTERSECTION MAILBOXES I CREEK ROAD 00 _ f _ = 20 9 TYP. _ ( } :. ,. :. 19,7 1,- A%,- �- TYP. I R 5 i. . 7 3 STA 25 +91.78 ROAD D SEE DETAIL ( ) TYP. ` ...., _ � 15 �n 'ti ) � � MIXED USE 1 +00 89 1 ( ) co t � " , " _ - �.� ..a•05 5887614 -E � �� O- REC I 52 +00 " — h STA 45 +39.48 ROAD F o C 588'23 5f E 94 31 •y ( ) �( -a. 58873 51 E 53 +00 0 „ p + -- FUTURE CONNECTION IN CTION 7.21 - ----+— 3'51 *E --- �. t 54.00 _ E _ _ 6 . 2 5 3 . L 24 -- I _ ..3 Q 3 R STA 57 +82.86 1;9.79 LT ROAD f P O L O.OD' 89.50 t- _ 55 +00 L p i ( } o i + ROADWAY INTERSECTION 143.47 I--- .-.-- . _ S88'23 1 E 56+ 8 • . 3 OFFICE p CLIENT: N " 24— --- -f-- -- STA 55 +70.56 ROAD A a n =1 0.0.0 57 _ '02 9 W I I 1•-._ �, .. 4 T g� R =5 57+ 5 N 9 7 1 STA 5i +31.50 ROAD A 331.1 _ 1 j o I ITV 4•p5 Q� I LC o STA 10+50.25 R " R =� • °° 11' BLDG YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH 609.85 CALC. N 8823'51 W 1112.25' PLAt TACOMA,WA 98402 — ----- — — _'__ "' 1112.03' OALC. oo 1 I 10' ELECTRICAL EASEMENT� 7.21 � (610.13' PER R.O.S. 3595810) 2 — —' �- — ---- -- •— �. _ TEL: (253) 428-0800 FAX: (253) 428 -8172 •• PER A.F.N.3078377 `' I , - - T ---- -r ,_. ._ ._ ..._._... �. _ EMAIL: no r C2 % - I y = N 8873'5 10' BSBL + II I z ( I r GATE W/ 'KNOX BOX' BOX LOCATION TO BE PROJECT ENGINEER: JEREMY HAUG • I N i r I I COORDINATED W/ THE CITY , E -MAIL: JHAUG @SOUNDENGINC.COM Q I I I OF YELM FIRE MARSHALL 200' SHORELINE BUFFER 0r° A �! � `� s '� f PROP 15' WATER --I I---- ���� DRAWN: J, HAUG BY �� EASEMENT I I r � r i jbc- '� QR; JFH 07.21.08 a � �� °� •� `� ► ' I I I BY DATE in 'U SCALE: 1"=30' vr I I O j n DATE: 07.30.08 j I I PROJECT #: 07118.10 �v IN 1188289 358 ELEVATION DATUM SHEET NAME: E _� DIMENSIONING & NAVD 88 N (NAND 88 - 3.42 = NGVD 29) - -- -I - — I HOR. CONTROL PLAN " BRASSIE THURSTON COUNTY PUBLISHED BENCHMARK TIE 784A _ , ^ _ _ _ I FOUND 3 SURFACE B IN CONC., MONUMENT NO. 788 FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK S `- s- o— — --�- o WEST QUARTER CORNER STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 106TH AVE SW 7) FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22 S.W. _ N 12/5/06 FROM CENTER OF BALD HILL RD. �i ELEVATION = 359.66 C2 SHEET 2 OF 31 c 3RD SUOUITIAL JAN 1.2 2010 rn 3 -v N It O 1 M O U co 0 z Q x 00 r O O i U w O o: o: E Lo I 0 0 N c_V c v GRAPHIC SCALE 20 ,0 ao ( IN FEET ) 1 inch = 40 it jl! 1 - Si - CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON TEMPORARY EROSION &SEDIMENTATION CONTROL PLAN APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM SEPTIC SEWER NOTE FUEL TANK NOTE EROSION CONTROL LEGEND NAW 88 ALL EXISTING SEPTIC TANKS AND DRAINFlELDS SHAD_ BE LOCATED EXISTING FUEL TANK SHALL BE ABANDONED PER DEPT. OF X X O SILT FABRIC FENCE, SEE DETAIL C4 (NAVD 88 - 3.42' := NGVD 29) PRIOR TO COMMENCING OF CLEARING AND GRADING OPERATIONS. ECOLOGY STANDARDS AND GUIDELINES. THURSTON COUNTY PUBLISHED BENCHMARK III 784A ALL EXISTING SYSTEMS SHAD_ BE DECOMMISSIONED AND REMOVED FIVE CORNERS. YELM AVE. BALD HILL ROAD do CREEK STREET. PER CURRENT CITY OF YELM, THURSTON COUNTY HEALTH ® CLEARING AND GRADING LIMITS POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. DEPARTMENT, AND DEPT. OF ECOLOGY STANDARDS AND GUIDELINES. I\ CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF DEMOLISH AND REMOVE EXISTING STRUCTURES, I I \ BALD HILL RD. CATCH BASIN FILTER NOTE 200' SHORELINE ® PAVEMENT /GRAVEL, ETC. CONTRACTOR TO DISPOSE OF ALL \ ELEVATION = 359.66 TEMPORARY SEDIMENT POND BUFFER DEMOUTION AND REMOVAL MATERIALS AT AN APPROVED CITY I I \ CATCH BASIN FILTERS ARE TO BE INSTALLED ON PROPOSED CATCH BOTTOM EL = 338.73 f OF YELM DUMP SITE. CONTRACTOR SHALL ALSO OBTAIN ALL \ \ BASINS AS THEY ARE CONSTRUCTED. THESE FILTERS SHALL BE SPILLWAY EL. = 344.73 BERM SWALE AS NEEDED TO NECESSARY PERMITS PRIOR TO DEMOLITION AND REMOVAL REMOVED WHEN THE SITE IS STABILIZED. SEE DETAIL 3 BERM EL = 345.73 DIVERT DRAINAGE AWAY FROM o o_ CONSTRUCTION FENCE, SEE DETAIL 6 \ C4 SEE DETAIL 1 NORTHERN PARCEL ® C4 I - ` / 3¢ 10' SETBACK FROM DESIGN SURFACE C3 2 _ �� 6 , �¢ ELEVATION TO PROPERTY LINE - }-- -��- O TEMPORARY INTERCEPTOR DITCH, SEE DETAIL C4 A"_iL 1- -11 ' "- 6 =--_I _ _ 2:1 MAX SLOPE _t4• r 6 WIDE r LLLLLLLLL�kkLLLLLLL 0� .49 LLLLLLLL LL L RD I L 1 \ LLLLL LLL I \ ... 347.93` \ LLLLLLLLLLLLL \ \ 1 � I t SD -�- _ 15' 0 401 ST \�EDICA_TION S \ \ I TEMPORARY I I R W _ _L INHU \ DRAINAGE DITCH I 1\ L L \ \ � 0.5X SLOPE I 349 348 PRESERVE AND CR PROTECT EXISTING POWER POLES I /I I I I EXISTING WELL TO BE 347.58 \ \ 344.73 ABANDONED ACCORDING p / 7.09 \ 346• 346.09 / \ 345.59 I I'I TO CURRENT CITY OF LLLLLL LLLLL � q YELM THURSTON COUN LLL LL LL L LLLLLL� LLLL / \ D I HEALTH DEPARTMENT, LLLL! LLLLLLLLL L!_LL� R TEMPORARY \� I I + I Q1 LLLLLLLLLLLLL L11C I. [[�;, AND WASHINGTON STA 3� LLLLCLLLL-LLLLLLLLLLL DRAINAGE DITCH \ j i I 3� DOH STANDARDS. \ - - - 0.5% SLOPE \ \ TEMP I TEMPORARY DRAIN GE DITCH 1 DRAINAGE DITCH 1.0% OPE 0.5% SLOPE 1 , CAUTION! i POWER LI S. , \\ PF s � \ $ I I II � �" i I ONSITE POWER P )LE S AND 348.49 ONC ti I I I ONES TO BE R OVE \ MAQ AND /OR RELOCATED. _ v J 349.48 COORDINATE P. ✓ \ ��� �' \ COMPA SD SHED / I IMEE EXISTING EASEMENT - - - -- - - __ NOTE: CONTOURS SHOWN N TE: 1 PER A.F.N. 30783 7 I I I ! I `'\ \ RE ARE BASED OFF FINISH CONS UCT INTERCEPTOR DITCHES WITH NSI PO R POLES AND GRADE ELEVATIONS. R CK HECK DAMS TO DIRECT STORMWATER LlcFl "-LL \ �� LINE TO BE REMOVED R N I TO THE TEMPORARY SEDIMENT 1 EXISTING WATER i _ I I I` !P� I I RE LLL =L� t \ AND /OR RELOCATED. tS LLL _LL P NDS ADJUST INTERCEPTOR DITCHES A METER TO BE ,� I LLL �-LL 0 \ ADI G PROCEEDS AND SITE CONDITIONS \ ABANDONED I ICI I 349.87 LL -LLL , COO�bI�IATE :WITH P.S.E. DICTA ttA p \ IIr"11��''{{•I I LLLL.LLL I \ TE D� 34$ \ � I I ( LLLLLLL D AINAGE DITCH AAA 1� III I a INSTA 11ON 348.62 .5% SLOPE \` I ENTRA CE. LOCATION MA I ( \ 348.12 347.62 347.12 PRESERVE AND BE ADJUSTED DURING PROTECT STIN I - _ I' CONSTRUCTION AS NEEDE . J • 5 ° 1 D POWER P C I _ SEE DETAIL (TYP.) 1 OLES I I � � / 0 1 15 ELECTRICAL 1 ,I L 3S I -- EASEMENT 1 Q - - 3�ti I \ A� 349 PER A.F.N. 804930 jlr7 8 48 I �, \ P jiI I ( _ D _ SD z SD \ o� --S D SD S D S D S D S I�sW - - \ vi n S I D4 I 10' ELECTRICAL EASEMENT � I I PER A.F.N.3o78377 PRESERVE AND � \ 350 1 1 ' PROTECT EXISTING PRESERVE AND + A6" ` I PRESERVE AND CAUTION! POWER POLE PROTECT EXISTING I 1 I I ( PROTECT OVERHEAD POWER LINES. POWER POLE :I 1 USE EXTREME CAUTION. 1 j C 1 "s ;I I I I III I 1 354 I i III � ► I 11 I I i r 15 EXSt ROW ►1I � I III o f \ I I �'� i�• I" I + + I I I FF CF ti,. i I\ © wv -o \� ----------------- -� --�- tit__s- - _ = - - - - - - a wv ®-- _ _ - - - ---- - - - - -- S 48w*�'� 1 -�` - 'ti o So - \ - i 1 - - - -S -- - -S- -- -S - -�- _ S- - - -5 -�� - - - -- vv �-- T-H -AVE S S- - - _ II rl W- a;--- - -W - -- % - -- 7 S -- W - - - W -- --- - - - W- V) wv T-- -S1� -_ -- - - ----- -W - - -W "T / D SD CF >L SPILLWAY -- o 0 0 ® ROCK CHECK DAM, SEE DETAIL C4 - - - - -- ^ - -<�;,\ 1 \ 4 3444 \\ \ �°c - - - - - - - - 4 SAWCUT LINE (MIN 15' FROM EDGE OF EXST PVMT ) 34 4I POND =33073 -- _ 440 / / r II (�) RIP RAP PAD, SEE DETAIL C4 4 4-- 4_.._____ I \ \ 1345.09 -I PEE \ I 1 CL ' 1 1 1 345.53 1 1 1 ° N I 1 1 1 100 YEAR\ 11 \ FLOOD PL IN 1 A.. BOUNDARY( 1 345.97 I \ I � I I I CD I 1 11 I 1 1 50' WETLAND BUFFER / 346.36 46-- 50' WETLAND II 46 BUFFER \\ I '�---�-100 YEAR / 200' SHORELINE I FLOOD PLAIN 1 OUF ER 1 (BOUNDARY 1 I FILTER FABRIC FENCE AT APPROX. 2/3 OF POND LENGTH --6' MIN- - SEE DETAIL 7, SHEET C4 2' SETTLING ZONE SURFACE AREA ELEV. = 345.73 4,828 SF @ ELEV. = 344.73 ELEV. 343.73 V\ I j 3 1 3 / \\ ELEV. 341.73 \\ \\ \ \ \\ / \// 3.0' SEDIMENT / \ \/\ STORAGE / \ BOTTOM OF POND \ \ \ \ / \ / / \ ELEV. = 338.73 / \ / / / \ \ WDTH VARIES - SEE PLAN TEMPORARY SEDIMENT POND NOT TO SCALE W 0 z w U Oce w U a. w W oc z o � N U- �ICD N z w cn o z � Q Z! cl- Z d SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound@soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. TYPE 1 RIP -RAP, 1' THICK, 240 STADIUM WAY SOUTH SEE RIP -RAP NOTES ON C4 TOP BERM ELEV.= 345.73 TACOMA,WA 98402 31 1' 1 / '\\\\ 253) 428-0800 FAX: (253) 428-8172 EMAIL: SPILLWAY CREST = 344.73 PROJECT ENGINEER: JEREMY HAUG SPILLWAY BOTTOM= E -MAIL: JHAUG @SOUNDENGINC.COM DESIGN \\\ SURFACE ELEV.= 344.73 DRAWN: ]. HAUG BY CREST OF SPILLWAY SEE DETAIL 2, THIS SHEET \� \ \� QR: JFH 07.18.08 FILTER FABRIC FENCE PRINCIPAL SPILLWAY BY DATE SEE DETAIL 7, SHEET C4 2 NOT TO SCALE ��jr��j�� \r /fir/ NOTESi EMBANKMENT COMPACTED 1. SEDIMENT SHALL BE REMOVED 95 %. PERVIOUS MATERIALS FROM THE POND WHEN IT SUCH AS GRAVEL OR CLEAN REACHES 1' IN DEPTH. SAND SHALL NOT BE USED. 2. ANY DAMAGE TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 SCALE: V =30' DATE: 07.30.08 PROJECT #: 07118.10 SHEET NAME: TESC PLAN SHEET 3 OF 31 3RD SUB*tTTAL JAN 12 2010' rn 3 v U w 0 M 0 c.) 00 0 U) 0 z i 00 n i t` 0 0 i H U w 0 ar I E m u7 0 0 N cV 0 STANDARD EROSION CONTROL NOTES 1. APPROVAL OF THIS EROSION /SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATIONS OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACIU11ES IS THE RESPONSIBILITY OF THE APPLICANT /CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION /LANDSCAPING IS ESTABLISHED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT /CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESES ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENT AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. HYDROSEEDING NOTE 1. HYUKUSttUIN6 SHAD. UL APPLIEU TO SLOPES INDICATED OR AS NEEDED. SEED SHALL NOT BE USED IN AREAS SUBJECT TO WEAR BY CONSTRUCTION TRAFFIC. 2. HYDROSEEDED AREAS SHALL BE MULCHED PER CITY OF YELM STANDARDS. 3. HYDROSEEDING TO BE THE FOLLOWING MIXTURE OR EQUIVALENT TO PROVIDE RAPID GROWTH: TYPE OF PROPORTIONS PERCENT PERCENT MIXTURE REDTOP (AGROSTIS ALBA) 10% 92% 90% ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98% 90% CHEWING FESCUE 40% 97% 80% (FESTUCA RUBR COMMUTATA) JAMESTOWN BANNER, SHODOW, OR KOKET) WHITE DUTCH CLOVER (1RIFOLIUM REPENS) 10% 96% 90% 4. APPLICATION TO BE 100 LBS /ACRE. 5. 500 LBS /ACRE 10 -20 -20 FERTILIZER, 2000 LBS /ACRE MULCH AND 40 LBS /ACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE. 6. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 7. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING). CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON TEMPORARY EROSION &SEDIMENTATION CONTROL PLAN NOTES &DETAILS ADAPTOR SKIRT lI a� a GEOTEXTIL� FABRIC (MIRAA 70OX OR a APPROVED EQUAL) a RETREVAL STRIP SPECIFIED • • • • • • �riiilili� (TO BYPASS PEAK FLOWS) EXISTING PROPOSEC SEDIMENT ACCUMULATOR SCHWTIC DETAL PROVIDE CB INSERT "STREAMGUARD FOR SEDIMENT' OR APPROVED EQUAL MANUFACTURER'S NAME: FOSS ENVIRONMENTAL ADDRESS: 200 SW MICHIGAN STREET SEATTLE, WA 98106 TELEPHONE: FOR INFORMATION: (800) 909 -3677 S CB PROTECTION NOT TO SCALE v '4 --ml 1 vl nw-a (4" TO 6' FOR RESIDENTIAL SINGLE FAMILY LOTS) r,' CONSTRUCTION ENTRANCE MAXIMUM WATER LEVEL --\ 0.5' MAX. NOT TO SCALE i milli. TEMPORARY DITCH AND SWALE NOTES: 1. SEEDING, MULCHING AND STRAW PLACEMENT WITHIN THE SWALE SHALL BE APPLIED WITHIN 5 DAYS OF SWALE CONSTRUCTION PER CITY OF YELM STANDARDS. 2. THE UPSLOPE SIDE OF THE SWALE SHALL PROVIDE POSITIVE DRAINAGE TO THE SWALE OUTLET. 3. NO EROSION SHALL OCCUR AT THE SWALE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. IM ROCK LINING NOTE: ROCK LINED SWALES SHALL HAVE A MIN. 8' OF TYPE 1 RIP RAP STABILIZATION ACTION SLOPE SPACING 0 - 5% SEED AND MULCH APPLIED WITHIN 5 DAYS OF SWALE CONSTRUCTION 5 - 4OX DEPENDENT ON RUNOFF VELOCITIES AND SWALE MATERIALS. ROCK MUST COMPLETELY COVER THC TYPICAL NOT TO SCALE CIFED ON PLANS 1P NOTE BELOW SECTION 2:1 SLOPES CROSS SECTION ROCK CHECK DAMS SHALL BE INSTALLED PER SPACING REQUIREMENTS PER NOTE 1 OF 2• -4' ROCK CHECK DAM NOTES. N B T L it L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION CHECK DAM SPACING ALL RIP4 CHECK DAM NOTES 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2- TO 4- INCH DIAMETER QUARRY SPALLS. THE QUARRY SPALLS MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF SPALLS TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. 3. IN THE CASE OF (MASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL 4. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. ROCK CHECK DAM DETAIL 2'x 2 "x 6' STAKE AT (OR METAL EXISTING GROUND SURFACE SILT FENCE NOTE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 1. riL itK rAIJKw SHALL bt rUKU1A5tU IN A GUN IINUOU5 RULL AND GU I TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDEV INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA- STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. CONSTRUCTION FENCE DETAIL NOT TO SCALE STAPLES OR WIRE RINGS (TYPICAL) FILTER FABRIC MATERIAL - MIRAR 100 x OR EQUAL 2 "x2 'X5' DOUG. - FIR AT 4" OC 2 "x2 "X5' DOUG. FIR OR EQUAL FILTER FABRIC MATERIAL - 2'x2 "x14 GA Wm -� 3/4' -3" WASHED ROCK OR PEA GRAVEL 2" EXCESS u OVERLAP 8' MIN 8' x 12' TRENCH SECTION 12. INSTALL DOWNSLOPE OF EXPOSED AREAS. SILT FENCE 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES. 7 NOT TO SCALE RIP RAP NOTE ALL Kir -KAr TAUS /UNINGS SHALL Ht IN ACCURUANGt NIH 5tGIIUN 9 -13.1 OF THE WSDOT /APWA STANDARD SPECIFICATIONS. RIP -RAP TO BE REASONABLY WELL GRADED NTH THE ROCK GRADATION AS FOLLOWS TYPE1: MAX STONE SIZE- 8" TYPE 2: MAX STONE SIZE: 24" MED. STONE SIZE: 6" MED. STONE SIZE: 16' MIN. STONE SIZE: 2" MIN. STONE SIZE: 4" 2 "x2 "x14 GA WELDED WIRE FABRIC OR EQUAL co 8' x 12" TRENCH CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 z W 0 z WU ow U a N w � �u z w 00 � o 0 � N = N C/] z W �o z U O c'-n ail oc z PIC z ,old3l# sEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX :(253) 573-0142 www,soundenginc.com - sound@soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JFH 07,22.08 BY DATE SCALE: 1 " =30' DATE: 07.30.08 PROJECT #: 07118.10 SHEET NAME: TESC PLAN NOTES & DETAILS C4 SHEET 4 OF 31 3RD S#IB�lITT�! JAN 1 � 2010 3 0 N I 0 Sri 0 N 0 0 I 0 Co 0 z_ Q / 00 0 h 0 0 N to f-- U w D O CL I E a �t N I 0 0 N N C 0 CREEK ROAD MIXED USE cRaPxic SCALE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. 30 0 15 30 60 120 CITY OF YELM, THURSTON COUNTY, WASHINGTON IN FEET > OVERALL GRADING AND DRAINAGE PLAN 1 inch = 30 f[. 7 FINISHED FLOOR 150.1-\, = SPOT ELEVATION ° EXISTING GROUND 0 FINISHED GROUND + I I h 348.5 348.1 348.0 -SDCO EG - _ - - - EG - EG RIM = 348.94 348.0 SDCO IE= 345 :04 EG IM344.350 34610 SDCO E RIM= 347.36 FENCE EG 349.24 ; 3 IE= 343.78 1 349 --was, CEMENT CONCRETE 4--- v 1 - 346 345 34.4 i► �- -- - _ _.. - - -- 349 92 349.1 - - - SIDEWALK - -- -::1 i:W __ - - - w-- __ - - - -3 P BUIL ING J` SEE DETAIL (TYP.) ,... FF =3 9.74 348.10 FF =3 9.74 , FF =3 9.74 BUIL ING I 1y 350.84 349.69 FF= 9.74 6 349.69 FF -3 60 BUIL ING H . • 9 FF =3 8.60 - FF= 8.37 _ 349 69 35 .16 ,� GB#6 TYPE 1 -- 349.6 FF =3 8.37 p 0 # :6&1__ RIM- 350.00 SDCO ° �S CB 3 TYPE 1 D RIM= 3510.00 RIM= 349.80 349.24 349.24 ° 349.24; : 348.55 348.55 J R'48.32 RIM =349.0 1348.32 °15.00 349.24 0 348.04 o I r.a 1`� TC 51.34 TC 51.34 0 ° `� 50.8 BC 50:84 - l� + 350.78 ♦ @. 50. -3d -- - - _ - _.. -- L ; .606 F -- -- � - -R D - - -- - -- - 347.82 347.82 348 4 �. cfl 3 8.58 T /FT °°. 349.03 49.00 1.38 n_ BOW a . , 48.5 34 . - -- - -- o - a �, ,. ,. ° BOW - 347.85 7 OW 347.30 34 . _ RPB 34 .87 CEMENT CONCRETE BARRIER � ,,`'� 1 .° :: _ ._ - _- ,._. � W °. � ° .. °• . : 347.37 347.63 '. Q CURB AND GUTTER - I 350.30 - 351.50 3� ,- T R ONLY) i 351.50 I -76 348. 1, g - �T (CREEK S EET 0 0 ) I 350.44 I , �, g `34 58 _ U TC 351.34 SDCO SDCO ,, V L_ r- 347 14 �_ CB .63 SEE DETAIL (TYP.) 3 ( RIM= 351.44 BC 350.84 - RIM= 351.44 1 I I IMF 7 49r I I �. - I 34 C21 I 3 4 �.. IE= 348.22 IE= 347.90 e - - - - -- "i" - I I 4 _ 3 6 j { •� 1r - -, 34 .3 347.59 CB 8 TYPE - 4 .4 - T OB 43. _ ' I I I - I CB #7 TYPE 1__. 3 8. 3 Mt 436 - RIM= 348.22 RIM =347.42 F M -- F M _ TYPE tX _� 'j F'(Y#7, - _ -. 346.40 1 =345.9664 346. 350.77 S�. -. -SD_ _ - - 1.0% �N - -1- -M _ ►E - - - -W__ .34}7 W- 348. -1 W� -�D SD - -- - - HP 1 t ► COMMERCIAL 351.38 348.15 H _ 34 - - - - _ SD-- - -LSD- _ ~. _ .:._ _ � 1_ _ _ Y= T -_ -- -. _ _ 4'. 6 _..__ --__ -_ �_._,,�/_ _�_._._.. �._ 46.19- -__: -_ __._._ -- - 346;$�J_._.� 46:.$x- _ -___W 33 - - - -- BUILDING #1 - -�_: _�. - - - - ( 0 TC - _ -- -- _ i - _a TC1 .48.69 TC 3 1 f TC 48.6 T I 8.6 FT-,, l I 34 .82 14 I 350.70 �� BC 3 FF- 351.55 , . # _ - - - -- BC 4819 C 63 I CI 4 C 4 7.6 T 47.6 - - 3 .1 T 4 . 346.92 w c� �_ CEMENT CONCRETE - . - 1- - -- 7.1 347.1 C 6 $ TC 34 .9 4 ow 1 I SIDEWALK 6 �' _ �(RPBA - -- -- -- - -- - ° _ 46.3 OW TC 3 7 52 I i SEE DETAIL (TYP.) C21 r -- RPBA}- _ : a 349.1 349.05: p" a 3!8.:58.. - W __ _ BC 7.02 3 7.02 e N - - BOW 3.47 a . 34 / � ... __ _ � - --- - -- - -- - - - -- ° . - _ _47 .. . I EXTENDED FOUNDATION 2.0% 349.55 4 87 - 348'15 1 3.48.57. - 6.3 ° - - - - �' WALL UPWARD 13.5' 348.15 tijDc . • Y 9.54 BOW 0. 347.37 �. , 347.37 C! �.S? i. . 348.07 350.00 ! 348.8 4 ; w SEE STRUCTURAL 1, 348 3 8. 31 348.7 YARD DRAIN PLANS (TYP) 351.38 B SDCO FFr350.05 348.77 RIM = 348.70 348.85 l _ ° . ° 3 SDCB RIM =347:8 , FG IE= 344.56 34$.85 347.26 ; RIM= 349.95 c 1 v� RIM= 349.40 RIM= 347.19 0 347.35 tE= 341.13 / N 347.82 347.50 ' F --a 34s 1 IE= 347.02' 349.32 0� IE= 342.85 �, HP 6 3 0.44 Cl 6. % 3 8.214 ` / I • Ga SDCO I I 349.32 -HP _ r I ~ 1 349.03 I RIM= 349:40 1 FF= 3.48.65 1 ! `Y IE= 346.8, FF =3 9.37 w 1 350.28 T 351.34 EXTENDED FOUNDATION f 1 30 , BUIL ING F FF =3 7.87 348.60 TC 34 .7 351184 349.54 �.. 348.10 I ` 1 0 2.0% t3% BC 3 7,22 Q w w I t� WALL UPWARD 12.4' 3 I /� BOWL 346.90 , v FF =3 9.37 Z. 2.0% 350.00 + 348.87' - I � W 1 350.07 - - - - -- - `. � 348.49 .. ® I TG 351.34 --II . W8 I W .° BC 350.84 -�'° 351.50 351.50 • ` CB TY�E 1 � i FF- X50.05 , 348.90 348.87 - � ` y, I I 350. 4 347.37 ' I J0% Y : RIM -- 0350.95 RM?35069 1 EIM3 4895 FOW 348.87 348.87 34 47.37 1 BUILDING D W - I IE= 347.42 9.55 349.5 349.31 TYPE 1 �, I IE= 347.06 ° ) / 05 �_� BUILDING A FOW RIM= 347.67 348 C w ! 1 CO 7 349.68 51.05 IE= 345.67 CB #36 TYPE 1 348.15 FF= 34.65 RIM-351.38 s FF= 351.55 -- - - -- - S D . 117 LF 1 _ -_ 1 -3 - - -- S D _ 0 4 T F`i47 RIM 346 50 • ..�-' 351 38 .. • IE= 347.10 -3 8.91 _ _ IE 344 27 349.03 1. % CB 37 TYPE 1 -- - - - -- W I 7. ° 61 LF 12 0• T 346. RIM =348. w ° 3510- 0; ,, ! • `° 351:3. 2.0% 004 FT/FT 70 SDCO 34 .t 351.50 RIM = 346.52 00 W � q 347. �y v 3 4 ; 2 351.04 349.03 IE= 343.38 1 w I a 3 W FOW 348. 85 34� IE= 344.52 t E! - 347.63 347 348.10 f FOW FOW FOW FOW 346.90 348.60 2.0% .2 92 351.50 351.38-' 51.38 349 / 4. % 349,76 q FOW FOW 7° -- 34 " SDCO . _. . �av 1 I �.__. � 349.26 % I tY a •_ . o - - - RIM = 351.44 N 347: 8.15 I 349.58 � ' N 0 347:65 •.' :. r.� w:• •. 47.84 w 350.58 1 5fi34__ . IE= 347.93 EXTENDED FOUNDATION ) RIM= 349.50 _•_ _ .', 349 �. 349W6 BOW3 348 ° FF= 348.65 / I HP ! BC 350.84 WALL UPWARD 11.4' 1e= 346.17 49.25 3 .16 �? 348.10 SDCO ' I I - 0 = -•4 ._____.�_ :I- � COMMERCIAL � 1 � / � ' FF RIM 348.00 1 ( I 1 =. N 349.15 349.15 348.Oj IE= 342.92 TC 1347: 2 351.55 8 :0 �, 348.Q7 34752 N • 350.60 T 51.34 r, 349.58 1. % BUIL ING B : �` 8.00 o �---- 40' I BUILDING #2 Q, Ps. 6 i/ sow! ' s.4 2.0% �° P o . a BC 347. ' _ BUIL /� -- - -.- I q BC 50.84 .� TC 3 0� 8 351.04 351.50 ! FF= 9.66 348.10 BUIL ING 1. FF= 3;48.65 1 1// i FF= 351.55 SDCO YARD DRAIN -� " I / I.. 350.37 :3 - FF= 8.60 ' RIM-348.71 349.61. 349.61 FOW ° v , 348.60 i 0.84 i / 1 I . RIM= 350.90 348.55 C- 348.10-, ( o� I IE= 345.80 } I :.- IE= 346.24 8' 348.55 1 8.00 .. / � 15' DEDICATED „. .0 � 348.15 wv wv _ I j 349.58 _ ° _ .348.00 - � : SDCB ,i Wv SDCO 3. % D -- ((\\ - / 1 '° -- � - - -- -- _ _ : _ _ __ . . 349 z RIM= 347.71 • IM 34 .9 RIM- 351.44 i I ___ ____ _ r IE= 342.50 IE 349,7q� �i-=- j I IE= 346.61 347.6 = 48.10 3 111_ / V I - 349.16 34 � 348.15 / n - - - - ' STORM CROSSING 1 I I 34 > 349.04 SEP�RATIOIy - ►� �:. e - - -- _�_ t `V - • - c� I CB 23 Y 1 1. % 9 IM =3 .QO "CO _ ' 4 =3 00 RIM= ,7@ C 3489 TC 34 .62 C 47.51 34 ?. 351.38 349.10 n 346.3 T£ .07 347.4 ' � TC 3 7.70 TC 3 7.70 34 I 349.50 -15= 45.00 I IBC 3 12 BC 47:0 �; = C BC 46.57 1 C 346 64 BC 3 7.20 BC 3 7.20 6, I ' i EXTENDED FOUNDATION 3 8.83: - - - - - - - - 1 347.0 7.00 l WALL UPWARD t1.9' �a % _ CARPORT `r2 w--- - -47 W T . 6% -- - -W- - 1 Io I o SEE STRUCTURAL PLAN (TYP) - - -- - -Sj)- T._ -� _.� _ . -...-1 ►t- �y'4fi9Z - W346,88 _1 + I � � �_� _ W--------- �46��?- -� - - -� - _ CUT ° 08 ._.� - � '}st ►�-- --- -• - ----- __ _ , - �__ HP -.� ___- 344 .� I. . B #41 1-- { F M - -- - �1 S D SDCO SDCO AIM -348 7 HP F� M ] - - - - -- - F M - �' � � ?? "' _ - S P - 1 -- - - -- -- - -_- RIM = 351.44 RIM = 351.44 - 6� � 34.5 -q#40 TYPE 1 ^� - -�� ~ 46.74 MM TC 134- - _ ° __ CB #39 TYPLEt 346:0- -_ - IE 347.26 IE= 346.91 -- - 346.52 -- - - - - -- {-_ F-11 .._•- __- -- - -- 347.00 -' - - - -3 636- •- ___.�r -30.58 8 351.50 349.50 k RI =34 74 1 RIM 345.9 ( I 350.68 351.50 349.10 ° 349.70 ; • 1 i I 346th GRADE 350.68 - CB 9A T E 1 1 C -- - -- - -- 349.90 34 .40 i ( IM =3 .59 I 3 .40 BREAK 3 810 351.29 3 � 9 1.38 349:1 34 .18 I _ 34 . 3 6.89 � 3 7.12 48:71 346.2 t ° 1 GATE a 349 - 3 6.80 348.85 34 .72 34 .16 i 3 s t 50 , I ✓ I 52.117 351.97 351.02 35 .46 350.96 : 349.70349 a .. 3 8 49.22 3 0 .PBA - 348.60 3 9.23 FENCE P 349.28 .. 348.11 347.58 - I G ADE BREAK - , - 349.82 4.9.0 ° CB #18 TYPE 1 HP "h ►t- �. 239 _4'7 3 .2Z____ _ _ 349 9Q__._ _.__ / - C I 348.64 34812 , . RIM- 347.88 •' � �^' - D %��✓ - - -- - - -- - - - - - -- W -- .. - - -3- RIM 348.72 349.05 � CB 20 TYPE 1 .04 1 - S IJ T.___- - - -- - .. _ - -a. 1.0% 1 349.61 •.jOc �2% S.U. RIM ,. 1.0% 348.35 ► - -- - - - -- c� �' D HP II►t- .. f ._351.85_.x...-- - - - - -- - - - __,__._..:._. --- - -- T_, -.SD � -SD _- _���____ . 1.0% � 347. 348.29.. 348.65 348.77.. -, 1 s D .___ SD ._.._._ . S U �_ � ___._.: S D _. - -- i 348.84 �j�` I p - - 348,64 J` o wv 1 1.97 - 349.72 348.43) 1.0% Y� CD HP 352.¢9 351 348.55 _ _ 352 _ 350 _... 348. I 348.76 348,11 wv.._� 352.3 CB #22 TYPE 1 --- _ _ ..`_ _ 350 349 yY0 EG RIM= 350.15 o ,35 2.0 350.0 - p I' '- - CEMENT CONCRETE EG 3 EG9 r / EG8.8 DETECTABLE WARNING PATTERN c I I APPROACH TYPE I I I SEE DETAIL (TYP.) e t ; SEE DETAIL (TYP.) 2349.18 1 349.30 C2t I 2 END ACCESS ROAD PAVING, IS TO BE CONSTRUCTED I 3 1 CURB RAMP TYPE II CURB RAMP TYPE III 55' UNDER SEPARATE PERMIT I I SEE DETAIL (TYP.) 2t SEE DETAIL (TYP.) 5 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM ►01�:�. (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS, YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 GRAt- NG NOTE/LEGEND FF = FINISHED FLOOR 150.1-\, = SPOT ELEVATION EG = EXISTING GROUND FG = FINISHED GROUND HP = HIGH POINT LP = LOW POINT BOW = BACK OF WALK FOW = FRONT OF WALK EOC = EDGE OF CONCRETE EOA = EDGE OF ASPHALT TW = TOP OF WALL BW = BOTTOM OF WALL TC = TOP OF CURB BC = BOTTOM OF CURB :1 VARIES I I VARIES ° 3.0' 2.0' 3.0' GRADE SWALES PER PLAN MIN 0.5% SLOPE TYPICAL GRADED SWALE 1 NOT TO SCALE CONSTRUCTION SEQUENCE 1. STAKE AND /OR FLAG LIMITS OF CLEARING. 2. SCHEDULE AND ATTEND PRE - CONSTRUCTION MEETING WITH THE CITY OF YELM. AN EROSION CONTROL LEAD PERSON'S NAME AND PHONE NUMBER SHALL BE DESIGNATED AND PROVIDED TO THE CITY AT THIS MEETING. 3. INSTALL TREE PROTECTION AND WETLAND BUFFER FENCING AS SHOWN ON PLANS. 4. INSTALL SILTATION FENCE ACCORDING TO PLAN OR AS WEATHER DICTATES. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCES. 6. MASS GRADE SITE AND INSTALL TEMPORARY INTERCEPTOR DITCHES AND SEDIMENT POND. DURING CONSTRUCTION, EXPOSED SOILS SHALL BE STABILIZED PER SHEET C4. ALL EROSION CONTROL MEASURES MUST BE IN PLACE AND FUNCTIONING AT ALL TIMES. 7. INSTALL ALL UTILITIES INCLUDING SEWER, WATER AND STORM DRAINAGE PER PLANS. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' HORIZONTAL SEPARATION BETWEEN ALL WATER AND SANITARY SEWER LINES AT ALL TIMES, AND A MINIMUM 5' HORIZONTAL SEPARATION BETWEEN ALL OTHER UTILITIES. 8. INSTALL INFILTRATION SYSTEM PER PLANS, PRIOR TO COMPLETING AND COVERING INFILTRATION SYSTEM, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER TO INSPECT THE SYSTEM. CARE SHALL BE TAKEN TO NOT COMPACT SUBG RA DE MATERIAL IN AREA OF INFILTRATION SYSTEM. DO NOT OPERATE HEAVY EQUIPMENT AND MACHINERY ON THE INFILTRATION SYSTEM BED. 9. CONSTRUCT SITE IMPROVEMENTS AND STRUCTURES PER PLANS, 10. ONCE SITE IS STABILIZED, CLEAN SEDIMENT FROM CATCH BASINS AND STORM CONVEYANCE SYSTEM. 11. REMOVE EROSION CONTROL FENCE AND OTHER MEASURES ONCE THE SITE IS STABILIZED AND THE CITY OF YELM INSPECTOR PROVIDES SUCH APPROVALS. 12. CALL FOR FINAL INSPECTION. CALL 1 HOURS BEFORE YOU DIG • 4 z w 0 U LuZ W a� U o � w N DG Q o � N cl- N ;Z1 LL_ an N Ln Ln F_ � o Z U O c~n Ce z Cl- Pq A' -I 0 "G14 SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX :(253) 573-0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL JHAUG @SOUNDENGINC.COM DRAWN: KBEST BY QR: JH 7,(28/08 BY DATE SCALE: 1"=30' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: OVERALL GRADING AND DRAINAGE PLAN C5 SHEET 5 OF 31 GRAPHIC SCALE CREEK ROAD MIXED USE o ,o A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ( IN FEET) OVERALL GRADING AND DRAINAGE PLAN 1 inch = 30 ft. FFNCF SDCO 0 W P W w 0) 3 O N I a0 cD 0 C (N O 0 U 00 0 i C) Z a Of 0 i 00 r` 0 0 0 N U) U w 0 Of D- E 0- N i O 0 N N c 0 - ---- T--- -- W 346.88_ HP F M 1.77 8,64 8.76 W 3` - - — - -- S L SEE �DETAIL (TYP.) e c2� 'URB RAMP TYPE II CURB RAMP TYPE III 3EE DETAIL (TYP.) SEE DETAIL (TYP.) � C21 C21 ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUf3LISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 \ w ----------- - ---- � 11 - - -- - - -- 1 \ — ------ - - - - -- 1 1 i 1 1 NE 1 \ 50' WETLAND '< \ BUFFER LINE i WETLAND 1 BOUNDARY LINE " 1 1 SURVEYED EDGE 1 OF WATER LINE \ 1 PROPOSED SPLIT RAIL FENCE \ 1 \ 1 _ 1 1 XTRUDED CURB --NT TO CURB I \ 3 I C21 I I _ I I ROX. 100YR FLOOD 'ER THURSTON CO.� I �J GRAL / 1) t / I 1 / I 50' WETLAND BUFFER LINE I / I I I II _ 1 , I I I I I I I APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: STORM & ROOF DRAIN PIPE MATERIALS & COVER NOTE 1. ALL PIPE FOR STORM SEWER MAINS SHALL COMPLY WITH ONE OF THE FOLLOWING TYPES IF NOT SPECIFIED ON PLANS: A. POLYVINYL CHLORIDE: PVC PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. B, PLAIN CONCRETE PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. C. REINFORCED CONCRETE PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. D. DUCTILE IRON PIPE CONFORMING TO THE REQUIREMENTS OF AWWA C 151 CLASS 50 OR GREATER, AND SHALL BE 1/6 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90, AND MEET REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). E. POLYETHYLENE: PE SMOOTH WALL PIPE PER ADVANCED DRAINAGE SYSTEMS (ADS) N -12 CONSTRUCTED PER WSDOT /APWA STANDARD SPECIFICATIONS. 2. ALL STORM SEWER MAINS SHALL HAVE A MINIMUM OF 2.0' OF COVER OR PER MANUFACTURER RECOMENDATIONS. 3. ROOF AND YARD DRAINS OUTSIDE OF CITY RIGHT -OF -WAY CAN HAVE A REDUCED COVER OF 1' ONLY IF OUTSIDE OF AREAS SUBJECT TO VEHICULAR TRAVEL. GENERAL NOTES 1. STORM DRAIN MAIN CONVEYANCE SYSTEM IS DESIGNED TO BE MIN. 12" PIPE PER ADVANCED DRAINAGE SYSTEMS (ADS) N -12 @ 0.004 FT /FT MIN, UNLESS NOTED OTHERWISE ON PLANS. 2. CONCRETE GARAGES PADS SHALL BE A MINIMUM OF 0.20 FT /FT SLOPE FLOWING TOWARDS CENTERLINE OF ROAD UNLESS OTHERWISE STATED. SEE FOUNDATION PLANS FOR ACTUAL SLAB ELEVATIONS. 3. ALL CURBS ARE TO BE EXTRUDED CURB PER, EXCEPT WHERE A SIDEWALK EXISTS ADJACENT TO THE CURB. IN WHICH CASE THE INTEGRAL CURB AND SIDEWALK IS TO BE CONSTRUCTED SEE STANDARD DETAIL 3 FOR CEMENT CONCRETE CURBS. C21 4. ALL TYPE 1, TYPE 1L, AND TYPE 2 CATCH BASINS PER DETAILS. wl wo3 5. ALL CATCH BASINS SHALL HAVE A GRATED LID PER DETAIL UNLESS OTHERWISE INDICATED ON PLANS. C23 6. ALL STORM DRAIN CLEAN OUTS ARE TO BE PER STANDARD DETAIL. W 7. ALL YARD DRAiNS ARE TO BE PER STANDARD DETAIL C23 OR APPROVED EQUIVALENT. 8. SEE SITE CROSS SECTIONS FOR PAVEMENT SECTION. SHEET #22 CONTRACTOR DRAINAGE NOTES 1. PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES EXACT LOCATIONS HORIZONTALLY AND VERTICALLY. IF FIELD VERIFIED LOCATIONS DIFFER FROM WHAT IS SHOWN ON PLANS CONTACT THE PROJECT ENGINEER IMMEDIATALLY FOR POSSIBLE DESIGN CHANGES. 2. CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR POWER DESIGN, 3. FOOTING DRAINS (IF USED) SHALL BE TIGHTLINED TO THE PROPOSED STORM DRAINAGE SYSTEM SUCH THAT SURFACE WATER RUNOFF IS NOT CONVEYED THROUGH ANY FOOTING DRAIN AND THAT ALL ROOF DRAINS ARE CONNECTED SO THAT SURCHARGING OF THE FOOTING DRAINS FROM THE ROOF DRAINS CANNOT OCCUR. 4. THE CONTRACTOR SHALL PROVIDE A TIGHTLINE SYSTEM FOR CONNECTION OF ROOF DRAINS TO THE PROPOSED 8 "0 ROOF DRAIN SYSTEM SHOWN ON THE PLANS. THE ROOF DRAIN COLLECTION AND CONVEYANCE SYSTEM IS A RECOMMENDED SOLUTION. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS TO ENSURE ALL ROOF DRAIN DOWNSPOUTS ARE COLLECTED. THE CONTRACTOR SHALL ADD AND MODIFY ROOF DRAIN LINES AND STORM DRIAN CLEANOUTS AS NEEDED. 5. THE YARD DRAIN SYSTEM SHALL CONSIST OF 8 "0 (MIN) ADS N -12 (OR APPROVED EQUAL) @ 0.005 FT /FT (MIN), UNLESS NOTED OTHERWISE ON THIS PLAN. THE YARD DRAIN SYSTEM SHOWN IS A RECOMMENDED SOLUTION. THE CONTRACTOR SHALL ADD AND MODIFY THE YARD DRAIN SYSTEM TO ENSURE THERE IS NO STANDING WATER IN LANDSCAPED AREAS. 6. DEWATERING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. DISCHARGE FROM DEWATERING PUMPS SHALL BE INFILTRATED ONSITE OR DIRECTED TO A TEMPORARY SEDIMENTATION POND. 7. MARK ALL STUBS WITH PAINTED 2"x4" NOTING UTILITY AND DEPTH. 8. ALL LANDSCAPE PLANTING BED AND LAWN AREAS SHALL HAVE SUBGRADE SOILS CLEAN OF ALL CONSTRUCTION RELATED DEBRIS AND LARGE NATIVE DEBRIS. CONSTRUCTION RELATED DEBRIS SHALL INCLUDE, BUT IS NOT LIMITED TO, WOOD MATERIAL, METAL MATERIAL, SPILLED PAINTS /SOLVENTS, GLASS MATERIALS, AND CONCRETE /ASPHALT PIECES. CONSTRUCTION RELATED DEBRIS REMOVAL ALSO INCLUDES THE REMOVAL OF ALL COMPACTED SUBGRADES SOILS DUE TO VEHICLE SOIL COMPACTION DURING CONSTRUCTION. LARGE NATIVE DEBRIS REMOVAL IS DEFINED AS, BUT IS NOT LIMITED TO, ROCKS WHICH ARE 2 INCH DIAMETER AND LARGER, NATIVE WEEDS /GRASSES /TREES /SHRUBS /AND GROUNDCOVERS WHICH ARE WITHIN THE SITE CLEARING LIMIT. 9. ALL SUBGRADES SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT 2.00% MINIMUM SLOPE. NO STANDING WATER AREAS ARE ALLOWED IN LAWN OR LANDSCAPE PLANTING BEDS. CALL HOURS BEFORE D116, 1-800-424-5555 3RD SuBVI IAL I J. , 2010 w 0 Z ape W W z �Q H � a o N C OO N N Lu w cn O o cn z CL w a ° ail Ce Z 0 z c o- HO,, O' ♦�� OF WASfj NC��j, ^z p SSIONAL - 10 f,�3 SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573.0142 www.soundenginc.com - sound@soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: KBEST BY QR: JH 7128/08 BY DATE SCALE: 1"=30' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: OVERALL GRADING AND DRAINAGE PLAN C6 SHEET 6 OF 31 3RD SuBVI IAL I J. , 2010 rn 3 'v W J 0 a Lo i 0 U 010 W U z a Ir co 0 n O 0 cq F�- U w 11 O cr a. 1 Ea Co I 0 s CV cs v I ET GRAPHIC SCALE CREEK ROAD MIXED USE m A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON IN ACCESS WAY A PLAN &PROFILE 1 inch = 20 K 1 SITE MAP 1' = 200' SEE SHEET C16 FOR CREEK STREET IMPROVEMENTS PLAN AND PROFILE I i Il \1I ��l I r 4 d1 STA 2 +47.21 5.35 RT (CREEK SCREE STA 50 +55.39, 6.00' LT (ACCESS WA' PROP. CONNECTION TO EXISTING 0' WATERMAIN, SEE DETAIL 1 - 10'x8" TAPPING TEE (FL) 1 - TAPPING SLEEVE 1 - GATE VALVE (FLxMJ) 1 - THRUST BLOCK 4 SEE DETAIL (TYP.) 2 CONTRACTOR SHALL POTHOLE AND VE EXACT VERTICAL AND HORIZO TAC LO OF EXISTING WATER MAIN PRI R 0 A CONSTUCTION. IF LOCATI I S WHAT IS SHOWN ON PLANS CO AC N PROJECT ENGINEER NEER M ED FOR POSSIBLE DESIGN w CREEK STREET STA: 2 +41.18 = D ACCESS WAY A STA: 50 +50 PROPOSED CONNECTION TO EXISTING 4' STEP MAIN SEE SHEET C19 PROP. CONNECTION TO EXI 10"x8" TAPPING TEE & TA STA 2 +47.21 5.35' RT (CF STA 50 +55.39, 6.00' LT (t APPROXIMATE T.O.P. ELEV-- APPROXIMATE EG = 352.4 SEE ALSO SHEET C15 Y-1-r i 40' 55' PI loi o I� 04 t M LLJ x U ROW ROW c;_, vi. MIN 1151 64,10 d. SEE SHEET C9 FOR ACCESS WAY B PLAN AND PROFILE F C X24, TYPE 1 STA: 50 +71.16 (ACCESS WAY A) Y STA: 2 +41.37 (CREEK STREET) I \R71M=352.06 EXST HYDRANT a d SEE SHEET C10 FOR ACCESS WAY C PLAN AND PROFILE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAW 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 bLUb ;Z ° m 5 z. d k ° ys �+ d v ��� "5�,. "'� s�' ,�i, ta�k"�r r a�t� 5r s��i'3 <Ye p;, it t tr j {t,, 7o x"1i >�� ,� °,� +� ��` ? Z �' * r � � ^k '�«'FT§,in, >,'", t *„�S t { r b sxz � f : � tnt s�3 »k: <t ,, r 't �d ���jy�,, ?.s °: i ;3.: gti7`, i & � �.7, p Y. . ?t 1,� k� itF 5 k f E 3, s+{a t M�'`. � aS ,. � ��b � " *:� ����.,- §� a ' : , v.'# k. "� •r � i }�': t 5 � o� 5� a � v#�Jr � E , x ^ x f ,�, ; ,i k ,��r � n. , a JIM 4 !v ' d D ESd T° IC WATER LINE (TY_ P.) E LINE �Qd d a . - ---350 RPBA FOR .3 49 { d d s ° bMMER d ° DOMESTIC WATER METER FOR BUILDING O !'' r J , e co COMMERCIAL BUILDING 2 L PBA Anal SEE SHEET -.... tki. `.z 91 't, �> i i � 9.. xL � .. .',�., .: ,,%i:. F'%£' :��.. #✓„i.'rT rt�':. .sY r.. .f it ". : , ks.:. fiz R r. ,. - ,. , -., .. t� .... •:. .. r., _ ., . a... t . ... e ,.. :.i ;..,: r ,. �. i t W 3 W , h R ) .. v 4 .� t,• ,t '„ '� ,. t -;�; sr r , i 4tR� '�„t h "`F. i;'r ? , dr �' { r.�r+ ns 7 �,h: .2 ..a. t .. t.. :. ... 5.• r,, ., ,k ,,r A .... .. �. ._. ., > Y.' sfs a: . ...1 ?„ a ..\ s ] s Y 3 C 1 ,9� N >r - tt. .., . , ,. `.3 r . :- : c 7� ., ., - ,, ,t 1., ,_. �tt ,+rlR� .r r� s .xy r '?,- F •,'}° P{ rt, , • �. i . - ,. ,. , � ,,c .. < : � ,.. -s . ri,,.,,, f , . x, lhY .. ty.. 'n ! > .t - �� p t. r, .Ik. -. 4 .4,r .a. ,Wx -. . . ,••[» f :+f �..e.. .. � ty y /,,,. .. . r� i .rF. ..., i .., :, ..,:. k.. "�� F „ i :: k F:, ., ..., x: r' .Y., ive��.. �W> ,,.. ♦- d, ..r . _>a� e ^�.�. . . � AM, 3 TV ^ 1 ACCESS WAY A, 350 350 ` 5--d?- kaLa Fdr W - CB #22, TYPE 1 ikd STA: 51 +31.50 ACCESS WAY A '' -- `,� ( ) STA. 52 +47.09, 6.00 LT CB X21 TYPE 1 > Ewa STA: 10+50.25 (ACCESS WAY B) 1 - 8 "x6' TEE MJx _ STA. X52 +68.96 6.00' LT ACCESS A STA: 52 +74. ACCESS WAY A `�� `� `� D WW 1 - THRUST BLOCK � � 6.00 LT (ACCESS WAY C) STA: 20 +22 (ACCESS WAY C) ) PROPERTY LINE �� � RIM = 350.15 STA. 20+28, 1 - 8 ELBOW (MJxMJ) kfd 1 - THRUST BLOCK RIM = 348.72 ''� Rd ' mo C 2ACCESS WAY A PLAN r =20' JVV_ _ .-____ _�_- ------ _--- - - -_ -_ _�_- ___.._- _.__._.-- _ -___�. CREEK STREET STA: 2 +41.18 ACCESS WAY STA: 51 +31.50 bw = ACCESS WAY A STA: 50+50 = ACCESS WA B STA: 10+50.25 ACCESS WAY A STA 52 +74.96 NOTE: CONTRACTOR SHALL D CT WATER MAIN AND In CB 124, TYPE 1 = ACCESS WAY C S A: 20+22 SANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM bw STA. 50+71.16 ACCESS STA: 2 +41.37, 21.16' R WAY A CB 22 TYPE CREEK STREET STA: 51 +31. 1 AP ACCESS WAY A ALIGNMENT ROXIMATE EXISTING GRADE ALONG CENTERLINE VERTICAL SEPARATION OF 1.5 A I ALL TIMES. CONTRACTOR IM=3 06 STA: 10+50.2 ACCESS WAY B _ _ � T - -- SHALL: MAINTAIN- A- 35'�MINIMUW - COVER- OVER -VATER -MAIN _.____ IE IN= 348.16 12' RIM = 350.15 APPROXIMATE FINISHED GROUND STA: 52 +74.96 AC 0 ACCESS WAY STA: 20+22 ACCE SS WAY A WAY C AND A 5.0' MINIMUM COVER OVER SANITARY FORCE MAIN iI! - IE OUT =34816 12" IE IN= 347.29 2' ALIGNMENT SHOWN FOR REFERENCE SEE GRADING RIM = 348.72 AT ALL TIMES. �2' - _- - - - - -- - - - -PLAN -MEETS-C""6- - - - - - IE-IN= 344.58 -12- - - im 350---- OUT= 344.58 IE OUT- 344.5812 _ _ - - -, - - - - -- -_ _ - bw -- - - - - - - -- 10" WATERMA N : ` y{ 3 { PROPOSED 2 4f LF 8' hm 'PING SLEEVE w GATE VALVE EEK STREET) WATT MAIN , ICCESS WAY A),ORA :348.51± LF3" PVC FM - ------ - - - - -- -.# i1 '„ 1441 LF 3 *0 PVC ka STA. 52 +47.09, 6.00' LT STA. 52 +80.7 6. 0' RT 18' MIN VERTICAL STA. 51+ 7.46 6.00 RT 1 - 8x6 TEE MJxFL iim - 39p -END 340 - -- - -- - -- _ -- ___.__ _�SEPARAITON -_ �_ 1 - THRUST BLOCK - 8' ELBOW - PROP. 300 CONNECTION TO AUTOMATIC AIR RELEASE VALVES TO BE INSTALLED ALONG STEP MAIN WHERE ® WATER CROSSING - 1 - 3' 1 - THRI 2" TEE IST BLOCK APPROXIMATE EXISTING GRADE @ ALIGNMENT CENTERLINE STA. 52 +68.96, 6.00' L STA. 20 +28, 6.00' LT (ACCESS (ACCESS WAY A) SEE SHEET C10 WAY C) I EXISTING 400 SEWER FORCE MAIN STA. 50+42.35± NEEDED PIER DETAIL 3 APPROXIMATE FINISHED GRADE APPROXIMATE T.O.P. APPROXIMATE FG =348.7 = 345.321 ± od C27 0 ALIGNMENT CENTERLINE SEE SHEET C10 CV CV .-- d' •-- dam- rn .- rn Lq 'd' C'4 ^ ,. Lo M U-) ) L I� Lo tf) to of Lo M of Lo ro oo Lo st M oo Lo d' M of d- M of d' M M � � M � M ■iiig 51+00 001ul 01 S ACCESS WAY �Al�ROI�ILE Hi'= 20'/Vt' =5' 53 +00 54 +00 Co W � �4 w E-� Gn di w W CALL 48 HOURS BEFORE YOU DIG C7 1 -800- 424 -5555 SHEET 7 OF 31 3RD SUBIAITTAL AAN 12 2010 N 2f W z w c-) pe � W oa 3;: W W Ln 2 2 CiC z Lu � N z Ca N z w z � U .--1 cn oC z M Z 0, o l> -;b� SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound@soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J, HAUG BY QR: JH 7128107 BY DATE SCALE: 1"=20' DATE: 7/30/07 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY A PLAN & PROFILE w Mw W w w w i� Ma W rn 3 J uj u_ 0 a- u7 I 0 0 010 0 z Q tY 00 r` r, 0 0 N i- 0 w 0 fY 6 E 4 0 0 N N r c a GRAPHIC SCALE 20 0 10 zo 40 1 inch = 20 it. w CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY A PLAN &PROFILE SEE SHEET C11 FOR ACCESS WAY D PLAN AND PROFILE ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL 80X, 22' S.W. FROM CENTER OF BALD HILL RD APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION = 359.66 TRENCH - PAVEMENT RESTORATION TRENCH RESTORATION SHALL BE EITHER BY A PATCH OR PATCH PLUS OVERLAY AS REQUIRED BY THE CITY. w � Maw W w � x w MATCHLINE SEE CONTINUATION THIS SHEET 2 ACCESS WAY A PLAN ,• =20' __ _ -_ _ _---- - - - - -- - - -- _ - - - - - - - -- - T- - - -- - j -- -r - -- --� NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND SANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM VERTICAL SEPARATION OF 1.5' AT ALL TIMES. CO (TRACTOR SHA[ClMANT W 35TAINIfAW CO" R JER lA AND A 5.0' Y NIMUM COVER OVER SANITARY FOR1 MAIN AT ALL TIMES CB 120, TYI IE 1 APPROXIMATE FINISHED (MOUND SHOWN CB 18, TYPE 1 STA: 13 FOR REFERENCE RIM= 347.88 SEE GRADING PLAN STA: 56 +81.9 , 10.72' LT RIM = 347. 91 APPROXIMATE EXI TING CB 017, TYPE 1 IE IN =343.5 12" SHEETS C5 & 6 IE IN= 342.95 2" GRADE ALONG STA: 57 +69.62, 20.00' IF _O _ IE OUT =342.9 12" ALIGNMENT CENTE LINE RIM= 346.62 - - -- — — - _ --3;29 42- - - - -- - - -_ -- _ - - - -- — —_ - -- -- -- - - ---- __ — -� IEOUT= 342.5912" 9 TO C #16 v ¢ s 4` 1 e 7, £ F C'F` 3 _. a .. ,, ... , ,.:, ,�, -..,. .. .�. ,- a {fl'' n +' P OPOSED 441 LF 8" WATER MAIN - 45' BEND STA. 55 +75.65, 2100' RT APPROXIMATE EXISTING GRADE m STA. 55 +44.85, 10.00 LT APPROXIMATE T.O.R. ELEV = 342.52± @ ALIGNMENT CENTERLINE APPROXIMATE T.O.P. ELEV =3 .4�t APPROXIMATE FG= 48. APPROXIMATE FG= 348.021 331 APPROXIMATE FINISHED GRADE 0 ALIGNMENT CENTERLINE m loo mc" Lo r• Lo to to CV r` C" r` -7 N N C7 0) 00 00 N C6 00 CV pj r~ aj N aj C) 06 Lo 00 CV 00 t' � � � 4 d ^ am t d- � "d- - d' d. _-------------_ -- 54+00 55 +00 56 +00 57 +00 58 +00 3 ACCESS WAY A PROFILE 360 350 340 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 SOD A. B. C. D. E. F. G. ALL TRENCH AND PAVEMENT CUTS SHALL BE MADE BY SPADE BLADED JACKHAMMER OR SAWCUTS. THE CUTS SHALL BE A MINIMUM OF 1 FOOT OUTSIDE THE TRENCH WIDTH. ALL TRENCHING SHALL BE BACKFILLED WITH CRUSHED SURFACING MATERIALS CONFORMING TO SECTION 4-04 OF THE WSDOT /APWA STANDARD SPECIFICATIONS. THE TRENCH SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DENSITY, AS DESCRIBED IN SECTION 2 -03 OF THE WSDOT /APWA STANDARD SPECIFICATIONS. REPLACEMENT OF THE ASPHALT CONCRETE OR PORTLAND CEMENT CONCRETE SHALL BE OF EXISTING DEPTH PLUS 1 INCH OR 3 INCHES, WHICHEVER IS GREATER. TACK SHALL BE APPLIED TO THE EXISTING PAVEMENT AND EDGE OF CUT AND SHALL BE EMULSIFIED ASPHALT GRADE CSS -1 AS SPECIFIED IN SECTION 9- 02.1(6) OF THE WSDOT /APWA STANDARD SPECIFICATIONS. TACK COAT SHALL BE APPLIED AS SPECIFIED IN SEC11ON 5 -04 OF THE WSDOT /APWA STANDARD SPECIFICATIONS. ASPHALT CONCRETE CLASS B SHALL BE PLACED ON THE PREPARED SURFACE IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF SECTION 5-04 OF THE WSDOT /APWA STANDARD SPECIFICATIONS, EXCEPT THAT LONGITUDINAL JOINTS BETWEEN SUCCESSIVE LAYERS OF ASPHALT CONCRETE SHALL BE DISPLACED LATERALLY A MINIMUM OF 12 INCHES UNLESS OTHERWISE APPROVED BY THE CITY. FINE AND COARSE AGGREGATE SHALL BE IN ACCORDANCE WITH SECTION 9 -03.8 OF THE WSDOT /APWA STANDARD SPECIFICATIONS. ASPHALT CONCRETE OVER 2 INCHES THICK SHALL BE PLACED IN EQUAL LIFTS NOT TO EXCEED 2 INCHES EACH. ALL STREET SURFACES, WALKS OR DRIVEWAYS WITHIN THE STREET TRENCHING AREAS AFFECTED BY THE TRENCHING SHALL BE FEATHERED AND SHIMMED TO AN EXTENT THAT PROVIDES A SMOOTH- RIDING CONNECTION AND EXPEDITIOUS DRAINAGE FLOW FOR THE NEWLY PAVED SURFACE. SHIMMING AND FEATHERING AS REQUIRED BY THE CITY SHALL BE ACCOMPLISHED BY RAKING OUT THE OVERSIZED AGGREGATES FROM THE CLASS B MIX AS APPROPRIATE. SURFACE SMOOTHNESS SHALL BE PER SECTION 5- 04.3(13) OF THE WSDOT /APWA STANDARD SPECIFICATIONS. THE PAVING SHALL BE CORRECTED BY REMOVAL AND REPAVING OF THE TRENCH ONLY. ALL JOINTS SHALL BE SEALED USING AR4000W. WHEN TRENCHING WITHIN THE ROADWAY SHOULDER(S), THE SHOULDER SHALL BE RESTORED TO ITS ORIGINAL OR BETTER CONDITION. THE FINAL PATCH SHALL BE COMPLETED AS SOON AS POSSIBLE AND SHALL BE COMPLETED WITHIN 30 DAYS AFTER FIRST OPENING THE TRENCH. THIS TIME FRAME MAY BE ADJUSTED IF DELAYS ARE DUE TO INCLEMENT PAVING WEATHER, OR OTHER ADVERSE CONDITIONS THAT MAY EXIST. HOWEVER, DELAYING OF FINAL PATCH OF OVERLAY WORK IS ALLOWABLE ONLY SUBJECT TO THE CITY'S APPROVAL THE CITY MAY DEEM IT NECESSARY TO COMPLETE THE WORK WITHIN THE 30 DAYS 11ME FRAME AND NOT ALLOW ANY TIME EXTENSION. IF THIS OCCURS, THE CONTRACTOR SHALL PERFORM THE NECESSARY WORK AS DIRECTED BY THE CITY. STA 55 +76.821, 248.16'1 RT ACCESS WAY A) PROP. CONNEC11ON TO EXISTING 8 WATERMAIN, SEE DETAIL 1 - 10 "x8" TAPPING TEE (FL) C2 1 - TAPPING SLEEVE 1 - GATE VALVE (FLxMJ) 1 - THRUST BLOCK CONTRACTOR SHALL POTHOLE AND VERIFY EXACT VERTICAL AND HORIZONTAL LOCATION OF EXISTING WATER MAIN PRIOR TO ANY CONSTUCTION. IF LOCATION DIFFERS FROM WHAT IS SHOWN ON PLANS CONTACT PROJECT ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. TRENCH AND PATCH 106TH AVENUE IN ACCORDANCE WITH THE.IN�� ON THIS SHEET wv 3 3 s �3 U Ia oco LAI r- CC*4 l SS APPROX. LOCATION OF --'"� S L V+�V_ --- EXST -2'O SANITAR L PRESS}1RE MAIN W W PROP. 15' WATERMAIN AND ACCESS EASEMENT PPROX: L -0CAIIDI� _OF W V EXST 8 "0 WATTR MAIN i � I z w 0 v w P oC � Q a a ED w N F_: I= z mI CO ry N z w � o z � O cn w z a uj 0 z o sIONAL ID NISEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J, HAUG BY QR: JH 7/98 BY DATE SCALE: V =20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY A PLAN & PROFILE SHEET 8 OF 31 3RD SU�ITTAL . � AN 1,2 2010 rn 3 v Li J 0 x (L U') 0 U I Oo n N 0 z co 0 0 F- 0 0 w (L 6: 1 E a n I 0 0 N N' c 0 GRAPHIC SCALE (Ix FEET ) 1 inch = 20 ft 5-t, CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY 6 PLAN &PROFILE W a -S___ _$ -S�- 2+00 W PROP. CONNECTIPN TO G EXISTING _ ? STEP) MAIN SEE SHEET C19 b(ISTING -TO" -1 SEE SHEET C7 DI ITE MAP 1' =200' 1../.NI IIIVI\/ll \1 PROPERTY LINE 360 Y & °DODO , a a •5r � ,�S i ��' R � � � §ysY �Y Is�` e e � s; k4� , •s 4a��'� � mz a =r a u(7 k a SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE �111 340 N P7 Lo M 10 +00 r--- APPROXIMATE LOCATION OF PROPOSED 8'96 WATER MAIN I ST . 10 +44.28 6.00' 1 2' GATE VANE 1 3' X 2' TEE 1 THRUST BLOC SE SHEETS C7 $c C8 co Lo O L M Lo M APPROXIMATE EXISTING GRADE @ ALIGNMENT CENTERLINE F APPROXIMATE FINISHED GRADE I 0 ALIGNMENT CENTERLINE O � Lo M Lo P7 11 +00 ACCESS WAY B PLAN t' =2W NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND SANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM VERTICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN AND A 5.0' M NIMUM COVER OVER SANITARY FOR E MAIN I AT ALL 11MES- - -- � -- CB #23, TYPE 1 STA- 11+51.16 APPROXIMATE EXISTING RIM = 349.95 ALIGNMENT CENTERLINE IE OUT= 347.70 12' 272± LF 200 PVC FM ATIC AIR RELEASE VALVES TO BE LED ALONG-STEP-MAIR-WHERE- PER DETAIL 3 C27 CB #4, TYPE 1 STA - 12+77.16 RIM= 349.95 IE OUT= 346.66 1 END OF LINE CLEAN OUT STA 13+16.44 6.00' RT RIM =35D:5O± - SEE SHEETS 19 ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBUSHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. OALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 DOMESTIC WATER UI1E (TYP.) i CB #6, TYPE 1 -� W/ SOLID HD RIM = 350.00 IE IN= 345.50 12' IE OUT�345.50 12' RQ APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: SEE SHEET CIO FOR ACCESS WAY C PLAN AND PROFILE APPROXIMATE FI ISHED GROUND 0 ACCESS WAY CB 12 TYPE 1 ALIGNMENT SHOWN FOR REFERENCE SEE GRADING STA: 14+38.09, 1 PLAN SHEETS Ci & C6 RIM = 349.26 IE IN= 346.27 12' 107 L, 0 0.0095 FT /FT CB#3 TO CBJ6 Ln z g z IL °5 In W W ce 00 o ° Eul c T Z •u- -1 cm c N un ACCESS WAY B STA: 10 +50.25 z w W = ACCESS WAY A STA: 51 +31.50 U CB 122 TYPE 1 20± LF 8'96 PVC CL 150, C900 10 +50.5 ACCESS WAY B MIXED USE ce ��// STA: 51 +31.50 ACCESS WAY A STA: 1 RIM = 350.15 IE IN= 347.29 12' .80 I 1E OUT=_347.Z9 12' IE IN=34 �111 340 N P7 Lo M 10 +00 r--- APPROXIMATE LOCATION OF PROPOSED 8'96 WATER MAIN I ST . 10 +44.28 6.00' 1 2' GATE VANE 1 3' X 2' TEE 1 THRUST BLOC SE SHEETS C7 $c C8 co Lo O L M Lo M APPROXIMATE EXISTING GRADE @ ALIGNMENT CENTERLINE F APPROXIMATE FINISHED GRADE I 0 ALIGNMENT CENTERLINE O � Lo M Lo P7 11 +00 ACCESS WAY B PLAN t' =2W NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND SANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM VERTICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN AND A 5.0' M NIMUM COVER OVER SANITARY FOR E MAIN I AT ALL 11MES- - -- � -- CB #23, TYPE 1 STA- 11+51.16 APPROXIMATE EXISTING RIM = 349.95 ALIGNMENT CENTERLINE IE OUT= 347.70 12' 272± LF 200 PVC FM ATIC AIR RELEASE VALVES TO BE LED ALONG-STEP-MAIR-WHERE- PER DETAIL 3 C27 CB #4, TYPE 1 STA - 12+77.16 RIM= 349.95 IE OUT= 346.66 1 END OF LINE CLEAN OUT STA 13+16.44 6.00' RT RIM =35D:5O± - SEE SHEETS 19 ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBUSHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. OALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 DOMESTIC WATER UI1E (TYP.) i CB #6, TYPE 1 -� W/ SOLID HD RIM = 350.00 IE IN= 345.50 12' IE OUT�345.50 12' RQ APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: SEE SHEET CIO FOR ACCESS WAY C PLAN AND PROFILE APPROXIMATE FI ISHED GROUND 0 ACCESS WAY CB 12 TYPE 1 ALIGNMENT SHOWN FOR REFERENCE SEE GRADING STA: 14+38.09, 1 PLAN SHEETS Ci & C6 RIM = 349.26 IE IN= 346.27 12' 107 L, 0 0.0095 FT /FT CB#3 TO CBJ6 Ln z g z IL °5 In W W ce 00 o ° Eul c T Z •u- -1 cm c N un - STA 14 +53.88 24.50' LT 1 - 8'x6' TEE (MJxFL) a 1 -FIRE HYDRANT ASSEMBLY, SEE DETAIL (Ty.) 2 '� 1 - 'THRUST BLOCK C2 ^D ..I 1 STA: 114 +37.89 ROPER LINE 1 I 1 i I Lu 1 0 ce z A ov Igo %�31 rte± SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc.com LT 62 ®0.004 FT z w W O U CREEK ROAD 20± LF 8'96 PVC CL 150, C900 MIXED USE ce ��// - STA 14 +53.88 24.50' LT 1 - 8'x6' TEE (MJxFL) a 1 -FIRE HYDRANT ASSEMBLY, SEE DETAIL (Ty.) 2 '� 1 - 'THRUST BLOCK C2 ^D ..I 1 STA: 114 +37.89 ROPER LINE 1 I 1 i I Lu 1 0 ce z A ov Igo %�31 rte± SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc.com LT 62 ®0.004 FT PROJECT: CB#2 TO CB�63 CREEK ROAD MIXED USE STA: 1 37.89 RIM =34 .80 I CLIENT: IE IN=34 6.02 12' ►a IE OUT 346.0212' W YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 :` -- EMAIL: i� PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC,COM ;W SEE SHEET C10 DRAWN: J. HAUG BY BY DATE SCALE: I"=20' DATE: 7/30/07 PROJECT #: 07118.10 C" co QO ro O � � co c0 � I- � 00 N DO Oj (� Id- Lo M M M M M M p M M M; SHEET NAME; ACCESS WAY B 12 +00 13 +00 14 +00 PLAN & PROFILE 3 ACCESS WAY B PROFILE CALL 48 HOURS " In - 201 / V In - 5' BEFORE YOU DIG C9 1- 800 - 424 -5555 SHEET 9 OF 31 nnrt. onoullT ®1 IAN 1 9 �oia jnu GRAPHIC SCALE IN "M 1 inch = 20 ft p a 1 SITE MAP 1" = 200' rn 3 v J u- 0 L0 I r` 0 U I 00 r 0 N U z Q 00 0 0 N U w O 1 E Go 0 0 N N c 0 STA. 52 +68.96, 6.00' LT STA. 20+28, 6.00' LT (A 1 - 8" ELBOW (MJxMJ) 1 - THRUST BLOCKS CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY C PLAN &PROFILE SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE 20+91.44 ACCESS WAY C x k. vie 40+31.46 ACCESS WAY F RIM= .76 IE = 344.4212" TA. 40 +25.51 6.00' LT ACCESS WAY F _ Rlk = 347.42 PBA IEOUT= X44; 42--} 2'-----------_.--_.__-...-------------_....__.. 344.4212' - __ - - -- - - - -- --- __---- ----_-_ __._._.__---- _.__._______._____ -- - - -- ---- - - - - -- - -� - -- -- - - - _ - -- - -- -,-- iS WAY WAY C) PROPERTY LINE' ' CB X21 TYPE 1 STA: 20 +22` tiffs k td34a`� {, RIM = 348.72 }. 360 350 340 STA. 20 +16, 6.00' RT 1 - 3" 90' BEND 1 - THRUST BLOCK SEE ALSO SHEET C7 sp s ;o. q1' 1.„ryg I k, SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE 00 Lo r� 20 +00 I } 1 I I i I °s .RD CB STA: 20 +91.44 RIM= .76 ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHEID BENCHMARK 1784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. . APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: CORNER OF TRAFFIC SIGNAL BOX, 22 S.W. FROM CENTER OF BALD HILL RD. SEE SHEET C9 ELEVATION = 359.66 FOR ACCESS WAY B PLAN AND PROFILE i I TYPE tw i � TTT kj'�A STA: 30 +05.42 (AC4SS WAY F) STA. 30 +07.20, 16.31 CESS WAY E ST,A. 20 +97.44, 6.00' LT (ACCESS WAY C) ° 4: ° COMMERCIAL STA: 23 +44.44, 26.0 LT (ACCESS WAY) STA. 23 +38.44 6.00' LT ACCESS WAY C RIM= 348.22 261 LF j f STS. 40 +25.51, 6.00' )LT (ACCESS WAY F) ) 8 "0 PVC i 1 - 8" 45' BEND (MJ 1 8 TEE FL s I IN= 345.20 12" " CL 150 w () BUILDING #1 It OUT =345.20 12 I 1 - THRUST B ' CKk p z% P� 2 8 GATE VALVES (FLxMJ) j ° C900 48 LF 12" sr sf 1 THRUST BLOCKS ; STA. 30 +25.50, 6.0 RT ACCESS WAY rah, , STA. 23 +38.44 6.0 ' LT (ACCESS WAY C) i ADS N -12 COMMERCIAL" r � � 4 ° , ' � 1 - 8" TEE (FL) I � " I 2 - 8" GATE VALS (FLxMJ) 25 LF 12 ° 1 - 8 45 BEND (FLxMJ) ADS N-112 BUILDING #2 _ " 2 THRUST BLOCK5x p° e RD. RD '... RD Rn : CIS.. RD. RD ' : RD . , RD ° R .. . p e N ll -i� I ° p ° n ° e e' SEE SHEET C14 & C15 FOR ACCESS WAY F PLAN AND PROFILE WAY A CB 121, TYPE 1 STA: 20 +22 ACCESS V AY C STA: 52 +74.96 ACCESS WAY A RIM = 348.72 IEIa=W.%12"- - - - -- -- TO CB #20 STA. 52 +68.96, .00 LT ACCESS WAY A) APPROXIMATE T. P. ELEV= 345.33± APPROXIMATE FG 348.86± SEE SHEET C7 CTA 7n1Qr. Al c nn' 1 - 2" TEE • GATE VALVES 1 - 3" INCREASER a, oo 1 - THRUST BLOCK o Q; SEE ALSO SHEET C14 Lo M rid = TA: 40+31.46 ACCESS WI CB f 11, TYPE 1 STA: 20+91.44 ACCESS WAY C STA: 40+31.46 ACCESS WAY F RIM= .76 IE = 344.4212" i $: 19 SEE OVERALL GRADING AND DRAINAGE PLANS FOR ROOF DRAIN CONVEYANCE SYSTEM SHEETS 5,,AND 6 (T)P) WA 1 ❖. ❖. b I -- w . f 1 I Cj)���111�W�AY C PLAN NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND SANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM VERTICAL SEPARATION OF 1.5 AT ALL TIMES. CONTRACTOR SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN AND - A 5-0' MINIMUM COVER IVER SANIIARY EORCEIM -- -- - -- AT ALL TIMES. APPROXIMATE FINISHED GROUND 0 ACCESS WAY ALIGNMENT SHOWN F REFERENCE SEE GRADING CB 26 TYPE 1 PLAN SHEETS C5 & C 0± LF 8" WATER MAIN FDC LINE--,, } r eoioi 1.4•�•� s ' p P SEE SHEET C12 & C13 FOR ACCESS WAY E PLAN AND PROFILE ACCESS WAY C ILo CB #6, TYPE 1 W/ SOLID LID 1 STA. 23 +91.07, 35.55' LT RIM = 35.50 IE IN= 35.50 12� / IE OUT=I 45.50 I - APPROXIMATE EXISTING GRADE ALONG ALIGNMENT CENTERLINE RIM = 348.45 IE OUT= 344.79 12" 2651 LF 2 "0 PVC FM 4 CB ,TYPE 1 • 23 +44.44 ACCESS WAY C d v z ST 41 B BEND ST • 30 +31.50 ACCESS WAY E TA. 40 +25.51 6.00' LT ACCESS WAY F _ Rlk = 347.42 IEOUT= X44; 42--} 2'-----------_.--_.__-...-------------_....__.. 344.4212' - __ - - -- - - - -- --- __---- ----_-_ __._._.__---- _.__._______._____ -- - - -- ---- - - - - -- - -� - -- -- - - - _ - -- - -- -,-- PPROXIMATE T.O.P. ELEV = 345.32± AUTOMATIC AIR RELEASE ^VALVES TO BE y -�- 1 - 2" 90' BEND AF PROXIMATE T.O.P. ELEV = 345.38± PPROXIMATE FG= 348.82E APPROXIMATE EXISTING GRADE INSTALLED ALONG STE MAIN WHERE STA. 23+ .44, 6.00 LT ACCESS WAY C) 1 - 2" GATE VALVE A PROXIMATE FG= 349.24± SHEET C14 © ALIGNMENT CENTERLINE NEEDED PER DETAIL 3 APPROXIM TE T.O.P. ELEV- -91± 1 - THRUST BLOCK S SHEET C9 18" MIN VERTICAL APPROXIMATE FINISHED GRADE 27 SEERSHE C 2 &4C139± SEE ALSO SHEET C12 SEPARATION 0 ALIGNMENT CENTERLINE 18" MIN VERTICAL --0 WATER GROSSNG-- F SEPARATION M N 0 WATER CROSSING cV CV ul Lo 00 00 M O 00 00 � o6 00 M� Mro Mro po MM M,4- MI M M � M 21 +00 22 +00 _ 23 +00 24 +00 S ACCESS ��Y C PROFILE WAY WAY WAY LINE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 Ln z W a U Z W ow W w L4 � a o 0 N c ti p[ N .-i Z n 4t M N Z w cn o Z U 0 ul ce z Lu 0 a z d �sSIONALyG v /a,3 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 N FAX:(253) 573 -0142 www.soundenginc.com N sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENL YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC,COM DRAWN: J, HAUG BY QR: JH 7/28108 BY DATE SCALE: 1"=20' DATE: 7/30/08 PROJECT #: 07118,10 SHEET NAME: ACCESS WAY C PLAN & PROFILE SHEET 10 OF 31 3kt� S�#Bt�i�ipl ,�N ,I � 2010 E w GATE VALVES 2 2651 LF 2 "0 PVC FM 4 TEE AND 5 5' BEND w GATE VALVES S _ _ _ 41 B BEND TA. 20 +97.44, 6.00TT (ACCESS WAY C) T TA. 40 +25.51 6.00' LT ACCESS WAY F _ _ S ��Y C PROFILE WAY WAY WAY LINE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 Ln z W a U Z W ow W w L4 � a o 0 N c ti p[ N .-i Z n 4t M N Z w cn o Z U 0 ul ce z Lu 0 a z d �sSIONALyG v /a,3 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 N FAX:(253) 573 -0142 www.soundenginc.com N sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENL YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC,COM DRAWN: J, HAUG BY QR: JH 7/28108 BY DATE SCALE: 1"=20' DATE: 7/30/08 PROJECT #: 07118,10 SHEET NAME: ACCESS WAY C PLAN & PROFILE SHEET 10 OF 31 3kt� S�#Bt�i�ipl ,�N ,I � 2010 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 it ELEVATION DATUM so SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE 1 II Y f NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 I I I I I 1 SITE MAP 3 v LLi J LL O w a ul I n 0 U 00 r- n V z Q w 00 r` O O U Li O fY rr i E . 00 I O s N N c v 350 N uj 340 a 330 FROM CBJ1j CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON SEE SHEET C14 & C15 FOR ACCESS WAY F ACCESS WAY D PLAN &PROFILE PLAN AND PROFILE 1A616r'C CB 17 TYPE 1 STA: 25 +42.01, 13.31' LT ACCESS WAY D STA: 57 +69.62, 20.00' LT ACCESS WAY A RIM= .62 IE IN 342.59 12' 1 - 2- 9f- BEND 1 - 2 -GTE VALVE 1 - 7HRL13T BLOCK ROAD D & ROAD F STA 25+91.78 STA 45+39.48 ,Y D APPROXIMATE FINISHED GROUND 0 ALIGNMENT SHOWN FOR REFERENCE PLAN SHEETS C5 & C6 IE IE O 34239 12" BOW w/ GATE VALVE A. 45 +33.48, 6.00' LT (ACCESS WAY A. 25 +97.78, 6.00' LT (ACCESS WAY 'PROXIMATE FG= 345.52± E SHEET C15 SEE SHEET C12 & C13 FOR ACCESS WAY E PLAN AND PROFILE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: VERTICAL SEPARATION OF 15 AT ALL TIMES. CONTRACTOR 2 ACCESS WAY D PLAN SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN 1" = 20' AND A 5.0' MINIMUM COVER OVER SANITARY FORCE MAIN AT All TIMES. STA: 27 +18.29 ACCESS 7Y D RIM= 345.83 WAY IE IN= 341.88 If (N,S) o- —, -r a — • of /uA STA: 28 +44.86 ACCESS WAY D APPROXIMATE EXISTING GRADE I ALONG ALIGNMENT CENTERLINE TO------------ SEE SHEETI C20' ` 265± LF 2 00 PVC FM ELBOW w I GATE VALVE_ STA. 35 33.48, 6.00' RT STA. 284 38.78, 6.03' LT APPROXIMATE EXISTING GRADE APPROXII ATE FG= 345.52± @ ALIGNMENT CENTERLINE SEE SHEI T C13 APPROXIMATE FINISHED GRADE 0 ALIGNMENT CENTEFdJNE 00 co�;� ON c", 25 +00 26 +00 27 +00 28 +00 3 ACCESS WAY D PROFILE 5' S A: 28 +44.86 ACCESS WAY D S7 A. 35 +39.48 ACCESS WAY E IE IN= 342.39 12' IEl OUT =34239 12" SEE ALSO SHEET C13 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 p w 0 z�W �Lu Lu uo L N w � z a co cl- � N �� u- ;2f �I z w z g 0 F-, cn z a W Q 0 En ad Z 0 z :ISEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www,soundenginc.com - sound@soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT; YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JH 7128108 I BY DATE SCALE; 1 " =20' DATE: 7/30/08 PROJECT #; 07118.10 SHEET NAME; ACCESS WAY D PLAN & PROFILE C11 SHEET 11 OF 31 3RD SUBMITTAL JAN 1 2 2010 i i l✓ _' yu Q1 N w z =3 ESS WAY E) STA. 28 +50.78, 6.00' RT .-SS WAY D) 1 - 2" 90' BEND E5 1 - 2" GATE_ VALVE 92 ± ______ - - -_ _---- - - - - -- --------_-- _-------- ._--------- .____.__. _.___.__.� 1 - THRUST BLOCK °- SEE ALSO SHEET C13 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 p w 0 z�W �Lu Lu uo L N w � z a co cl- � N �� u- ;2f �I z w z g 0 F-, cn z a W Q 0 En ad Z 0 z :ISEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www,soundenginc.com - sound@soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT; YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JH 7128108 I BY DATE SCALE; 1 " =20' DATE: 7/30/08 PROJECT #; 07118.10 SHEET NAME; ACCESS WAY D PLAN & PROFILE C11 SHEET 11 OF 31 3RD SUBMITTAL JAN 1 2 2010 rn 3 LW J O w Lo i 0 U 000 1 O Z 00 O O V) U Li O a✓ 1 E Do d' I 0 O N N 0 GRAPHIC SCALE CREEK ROAD MIXED USE m b p A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON IN "m > ACCESS WAY E PLAN &PROFILE 1 inch = 20 iC 349 • M{ s{ r � a STA. 30+25.50,-6.00- RT (ACI TA. 23+38.44, 6.00 LT (AC( 1 - 8" TEE .(FLY 1I GATE VALVES (FUMJ) °0 1 - 80' 45' BEND �(�FLxMJ� 2 -' THRUSr 'BLOCKS / SEE SHEET C9 DOMESTIC WATER METER FOR BUILDING J_ _ SEE SHEET C18 CB #7, TYPE 1 W/ SOLID LID \ STA: 30 +05.42 (ACCESS WAY F) \ STA: 23 +44.44, 26.08 LT ACCESS WAY CjET - RIM = 348.22 �O ES C WA a VOR 8 LDING Q SEE SHEET C1q — — — —°�— O W e 0 4A i� A ec,Y 1+SLS,, ,• =Zoo' SI MAP 1 TE � PROPERTY LINE BUIl1DING I • • 't :t -� ��-�0- r.t .tom � .t •t •t � � -t s � _ ❖. °. :Ili • !i!i!i!i�� .- -- - - -- — = - -- _ _- _ A NOTE: CONTRACTOR SHALL DEFLECT WATER FAIN AND SANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM VERTICAL SEPARA11ON OF 1.5' AT ALL TIMES. CONTRACTOR SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN AND A 5.0' MINIMUM COVER OVER SANITARY FORCE MAIN 107 LF 12` SD 0 0.0095 FT/FT J N I C8#3 TO CB#6 48 LF 12" 18" MIN VERIICAL- 0 0.01 FT /FT SEPARATION 340 E 8i 45j BEWD w7 GAl1= VALVES WATER BOG- STA. 30 +25.50, 6.00' RT (ACCESS WAY jE) STA. 23 +38.44, 6.00' LT (ACCESS WAY t) APPROXIMATE T.O.P. ELEV = 343.43± APPROXIMATE FG= 347.41± CB f9, TYPE 1 STA: 31 +87.42 A APPROXIMATE FINISHED GROUND 0 ACCESS WAY RIM = 347.60 ALIGNMENT SHOWN FOR REFERENCE SEE GRADING IE IN= 343.80 120 EXISTING GROUND 0-'00� �ESS WAY E ALIGNMENT NROfOSED 508± LF 8" WATER MAIN 1 214± LF 2 "4 PVC FM 18" MIN VERTICAL - AUTOMATI AIR RELEASE VALVES TO BE SEPA RATION INSTALLEE ALONG STEP MAIN WHERE 0 WATEF CROSSING NEEDED F ER DETAIL /z1 STA: 29 +95.95, 46.63' LT ACCESS WAY E i W /SOLID LOCKING LID ACCESS WAY STA: 30 +05.42 = ACCESS WA ACCESS WAY E STA: 30 +31.50 C STA 23 +44.44 RIM = 350.50 CB TYPE RIM = 348.22 w � IE IN= 345.00 12" i " STA: 30+31. ACCESS WAY E 350 - -- I€ aLiT=S: IF IN= 52 12 -- _ , arf IE OUT =344.52 12' -�- . M IE IN= 344.42 12" fia IE OUT-344. t` 12"- — - - - I 25 LF 12" SO 0 0.004% FT/FT g 107 LF 12` SD 0 0.0095 FT/FT J N I C8#3 TO CB#6 48 LF 12" 18" MIN VERIICAL- 0 0.01 FT /FT SEPARATION 340 E 8i 45j BEWD w7 GAl1= VALVES WATER BOG- STA. 30 +25.50, 6.00' RT (ACCESS WAY jE) STA. 23 +38.44, 6.00' LT (ACCESS WAY t) APPROXIMATE T.O.P. ELEV = 343.43± APPROXIMATE FG= 347.41± CB f9, TYPE 1 STA: 31 +87.42 A APPROXIMATE FINISHED GROUND 0 ACCESS WAY RIM = 347.60 ALIGNMENT SHOWN FOR REFERENCE SEE GRADING IE IN= 343.80 120 EXISTING GROUND 0-'00� �ESS WAY E ALIGNMENT NROfOSED 508± LF 8" WATER MAIN 1 214± LF 2 "4 PVC FM 18" MIN VERTICAL - AUTOMATI AIR RELEASE VALVES TO BE SEPA RATION INSTALLEE ALONG STEP MAIN WHERE 0 WATEF CROSSING NEEDED F ER DETAIL /z1 1 - 2 90' BEND I FIRE HYDRANT TEE 1 - 2" GATE VALVE STA 30 +60.53, 6.02' RT APPROXIMATE EXISTING GRADE 1 - THRUST BLOCK APPROXIMATE T.O.P. ELEV =343. 5± @ ALIGNMENT CENTERLINE SEE ALSO SHEET C10 APPROXIMATE FG= 347.71± APPROXIMATE FINISHED GA — - _ -_-_ -_ _ ^__ �0 ALIGNMENT CENTERLINE 330---- Lo ro ro se- P � rn 30 +00 31 +00 ACCESS WAY �El�ROI�11E 3 Ht'= ZO' /VY =5' m w � �Ma• � �7 E—+ id ,CESS WAY E ud md w � 1 - 2 90' BEND I FIRE HYDRANT TEE 1 - 2" GATE VALVE STA 30 +60.53, 6.02' RT APPROXIMATE EXISTING GRADE 1 - THRUST BLOCK APPROXIMATE T.O.P. ELEV =343. 5± @ ALIGNMENT CENTERLINE SEE ALSO SHEET C10 APPROXIMATE FG= 347.71± APPROXIMATE FINISHED GA — - _ -_-_ -_ _ ^__ �0 ALIGNMENT CENTERLINE 330---- Lo ro ro se- P � rn 30 +00 31 +00 ACCESS WAY �El�ROI�11E 3 Ht'= ZO' /VY =5' m w � �Ma• � �7 E—+ 32 +00 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 W 0 z W LJ W oa W w � Q o ° N � N N Z W cry o Z U O z w H ° ce Z 9 . SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc,com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC,COM DRAWN: 1 HAUG BY QR: JH 7128108 BY DATE SCALE: 1"=20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY E PLAN & PROFILE 2 SHEET 12 OF 31 3RD SUBMITTAL JAN 12 2010 w � M V1 oo MM 32 +00 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 W 0 z W LJ W oa W w � Q o ° N � N N Z W cry o Z U O z w H ° ce Z 9 . SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc,com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC,COM DRAWN: 1 HAUG BY QR: JH 7128108 BY DATE SCALE: 1"=20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY E PLAN & PROFILE 2 SHEET 12 OF 31 3RD SUBMITTAL JAN 12 2010 GRAPHIC SCALE CREEK ROAD MIXED USE ,° w '° m A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON `W `�" 1 inch = 20 ft. ACCESS WAY E PLAN &PROFILE r, � jSITE MAP = 200 al 3 v w u- 0 a u7 I 0 U 00 r 0 / / cn V z a 00 r- 0 O U W 0 x I E 00 i O s N cl 0 ,--� I s� I '\ m N w� r aw �w H �w w IN w� a � �w �w �w w ! U 1. X PROPERTY LINE ELEVATION DATUM NAVD 88 (NAVD 88 - 142' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YI_LM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: �\ ACCESS WAY E PLAN SEE SHEET C11 2 Tang Ar-r.Tigc WAV n 33 +00 34 +00 (: 3ACCESS WAY E PROFILE H1 "= 40'/Vt' =5' 35 +00 36 +00 350 w w 0 U Z W W oa W w EEn oc z a J N CL � N .-r -m c0 N On On J \ W z o CD \ l ce \ 1 Lu Q ° n Z MIN ,ONAL yG ta�33�ii SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: 253 428 -0800 FAX: 253 42 -817 ( ) ( ) 8 2 EMAIL: PROJECT ENGINEER: JEREMY HAUG 340 E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J, HAUG BY QR: JH 7/28108 BY DATE SCALE: 1 " =30' DATE: 7/30/08 330 PROJECT #: 07118.10 CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 SHEET NAME: ACCESS WAY E PLAN & PROFILE C13 SHEET 13 OF 31 3RD SUBMITTAL JAN 12 2010 NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND — 1- = 20' PLAN AND PROFILE SANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM VERTICAL SEPARATION OF 1.5 AT ALL TIMES. CONTRACTOR SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN AND A 5.0' MINIMUM COVER OVER SANITARY FORCE MAIN - - ATALL TIMES. � — - --- _ -- - -T__. - - -- - - __.- __.___._- _- __-- _.T -_ - -- --------- ._____--- - - - - -. STA: 35 +39.48 ACCESS WAY E APPROXIMATE EXI TING GRADE ALONG =STA. 28 +44.86 ACCESS WAY D ALIGNMENT CENTERLINE CB 110. TYPE 1 - CB 11 TYPE 1 STA: 33 +42.48 ACE-§S WAY E /-APPROXIMATE FINISHED GROUND 0 ACCESS WAI STA: +39.48 ACCESS WAY E RIM 345.96 TAR €NOSE GRAM - --_ -- IE I = 343.18 12 " PLAN SHEETS COWNO6 RIM= .46 -- - -- — — - - - - -- IE T= 343.1812' IE IN= 42.39 12" -- — -- - --' -- — - -- -- -- IEOUT-:342.39 12' ---- _ - - - - -- - - - -- �, F TO _- — -^ . x PR OSED 508± LF 8" WATER MAIN ,< —_ -- _ - -- 8± FIRE HYDRANT TEE END LINE CLEAN OUT FIRE HYDRANT TEE 18" MIN VERTICAL END OF LINE CLEAN OUT � STA 33 +53.48, 6.00 RT STA f(3+90.51, 6.00' LT � STA 35+13.74, 6.00 RT SEPARATION OF WATER AND STA 32 +51.87, 6.00 LT PPROXIMATE T.O.P. ELEV= 342.53± RIM = .44± PPROXIMATE T.O.P. ELE 342.17± S . 35+45.48 6.00' LT SEWER 0 CROSSING (TYP.) RIM- -SHEET APPROXIMATE FG= 346.07± SEE EIS C19 APPROXIMATE FG =345.7 ± 1 2" 90' BEND SEE C19 VALVE _ 1 LVE THRUST BLOCK ELBOW w GATE APPROXIMATE EXISTING GRADE STA. 35 +33.48, .00' RT (ACCESS WAY E) E ALSO SHEET C11 ® ALIGNMENT CENTERLINE STA. 28 +38.78, .03' LT (ACCESS WAY 0) APPROXIMATE FINISHED GRADE PPROXIMATE T.O. ELEV= 342.01± 0 ALIGNMENT CENTERLINE APPROXIMATE FG SEE SHEET Cll 345.52E 0 o 0 Lo •—M Mato Oo do-s 1w M M - M �co M �� M M �6 M M M d�- M M 33 +00 34 +00 (: 3ACCESS WAY E PROFILE H1 "= 40'/Vt' =5' 35 +00 36 +00 350 w w 0 U Z W W oa W w EEn oc z a J N CL � N .-r -m c0 N On On J \ W z o CD \ l ce \ 1 Lu Q ° n Z MIN ,ONAL yG ta�33�ii SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: 253 428 -0800 FAX: 253 42 -817 ( ) ( ) 8 2 EMAIL: PROJECT ENGINEER: JEREMY HAUG 340 E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J, HAUG BY QR: JH 7/28108 BY DATE SCALE: 1 " =30' DATE: 7/30/08 330 PROJECT #: 07118.10 CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 SHEET NAME: ACCESS WAY E PLAN & PROFILE C13 SHEET 13 OF 31 3RD SUBMITTAL JAN 12 2010 GRAPHIC SCALE ( IN FEET ) i inch = 20 it. d aJ 1 SITE MAP jff � v+ 3 v 0 w a Lo i r 0 U 010 t` cn O z Q o! 00 0 0 N U w O w I E d' I 0 0 N N c v CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY F PLAN &PROFILE SEE SHEET C10 FOR ACCESS WAY C PLAN AND PROFILE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER I APPROVAL EXPIRES: - - - - -- ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 360 350 340 TEE w/ GATE VALVES STA. 20 +97.44, 6.00' LT (ACCESS WAY C) STA. 40 +25.51, 6.00 LT (ACCESS WAY F) APPROXIMATE T.O.P. ELEV= 345.40± APPROXIMATE FG= 34a.85± SEE SHEET C10 SEE SHEET C10 FOR ACCESS WAY C 2 ACCESS WAY F PLAN PLAN AND PROFILE '' _ 2V 40 +31.461 ACCESS WAY F NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND SANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM VERTICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR AND A 5.0' MINIMUM COVER OVER SANITARY FORCE PAIN AT ALL TIMES. CB 1 TYPE 1 40+31 tCESS-WAY-1"` —_- APPRO-XIMA`fE- USTINC GRADEA�N� STA: 20+91.4j. ACCESS WAY C ALIGNMENT CENTERLINE STA: 41 +70.17 RIM = 348.76 RIM = 347.74 IE IN= 344.42 2' IE IN= 343.87 12" — — — — _ — — IE OUT =344.4 12' — — ' — _ i _ - IE OUT= 343.87 12' 18' MIN VERTICAL — SEPARATION OF WATER AND SEWER ® CROSSING (TYP.) APPROXIMATE FINISHED GROUND ® ACCESS WAY ALIGNMENT SHOWN FOR REI ENCE SEE GRADING GMT PLAN SHEETS C5 & C6 139 LF 12' SD 0 0.004 FT/FT _ FIRE HYDRANT TEE STA 40+49.53, 6.00' LT APPROXIMATE FG= 348.97± STt4+37.50, 6.00' RT 1 2 VALVES 1 BLOCK SEEET C10 n 508± LF 8' WATER MAIN 208± LF 2 "0 PVC FM APPROXIMATE EXISTING GRADE - 2" GATE VAL @ ALIGNMENT CENTERLINE 18' MI VERTICAL SEPARATIM OF WATER AND FAPPROXIMATE FINISHED GRADE SEWER ROSSING (TYP.) 0 AUGNYENT CENTERLINE 41 +00 42 +00 S ACCESS WAY F PROFILE Ht "= 20' - — — — — — — — — — — — — FIRE HYDRANT TEE STA 42 +58.99, 6.00' L APPROXIMATE 10-P APPROXIMATE FG= -E n TEE w/ GATE VALVES STA. 43 +01.44, 6.00' APPROXIMATE T.O.P. E 43 +00 CB IE IIN�= 343.31 12" 60 LF 12" SD 0.004 t 304+ LF 2 "0 PVC FM -- ---18" MIN VERTICAL SEPARA11ON OF WATER AND SEWER ® CROSSING (TYP.) ►W E-+ H w pq z W Q Z r W U m m: W S W oc z uj co � N ~I= zU cIf1] N z w Ln o z C, O .--a cn Cie z a w Q ° R Z o �ssl0ftL �1 0 sEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound@soundenginc.com w E--4 PROJECT: CREEK ROAD 4 W MIXED USE a CLIENT; YELM CREEK BLDG.S LLC. W 240 STADIUM WAY SOUTH W TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JH 7/28108 BY DATE SCALE: V =20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY F PLAN & PROFILE C14 SHEET 14 OF 31 3RD SUBR#iTTAI JAN 1 � 2010 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft D a � 0 f n n ., 1 SITE MAP 1' = 200' rn 3 v W J (.L 0 of a Lo i 0 U 010 V) 0 z w 00 n O 0 O N cn F- 0 w 3 0 a: 1 E CL rn r I 0 s (V N 0 CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY F PLAN &PROFILE .tzt1 r-i WU �� �w � W NCf) �w W G� N� r aw � W W w SEE SHEET Cll FOR ACCESS WAY D PLAN AND PROFILE ACCESS WAY F PLAN SEE SHEET C8 (: ) 2 Is = 20' FOR ACCESS WAY D PLAN AND PROFILE APPROXIMAT.1 EXISTING GRADE ALONG ALIGNMENT C NTERLINE ----------- LF 12" SD APPROXIMATE NISHED GROUND 0 ACCESS WAY ALIGNMENT_ - _F-0$.__RIFFERENCt= �F RADINI PLAN SHEETS 5 & C6 NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND SANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM VERTICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN AT ALL TM ES. SS WAY F STA 45 +39.48 CE-SS -WAND STA -254— CO 6 TYPE 1 STA: +39.48 �M_ -�_ .4V__ 50 IE IN= 2.39 12" IE OUT 342.39 12" 44 +00 45 +00 46 +00 3 ACCESS WAY F PROFILE H1' =20'/Vt' =5' APPROVED FOR CONSTRUCTION BY. DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 w w 0 z w U O w U d w w �C zl�o 4I m N Ln z w z � O cn ce z a Lu 0 w 8 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - FAX:(153) 573 -0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JH 7/28108 BY DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY F PLAN & PROFILE C15 SHEET 15 OF 31 3 S�)8 ITTAL 1 9 ?010 TO CB 112 � r STA. 45 +45.48, 6.00' RT � 1 - 2w 90' BEND PROPOSED 508 LF 8" WATER MAIN 1 - 2" GATE VALVE _—� P1(G FM- -_. n' �.__ 1 -_ THRUST BLOCK APPROXIMATE EXISTING GRADE _ _. 18" MIN VERTICAL _ SEE k§0 —9140- C11 340 CB 139A, TYPE 1 @ ALIGNMENT CENTERLINE FIRE HYDRANT TEE SEPARATION OF STA: 43 +69.65 APPROXIMATE FINISHED GRADE STA 44+56.96, 6.00 LT APPROXIMATE T.O.P. ELEV = 342.79± WATER AND SEWER ELBOW w GATE VALVE RIM= 346.59 0 AUGNtwiENT CENTERJNE APPROXIMATE FG= 346.29E 0 CROSSING (TYP.) STA. 45 +33.48, 6.00' LT (ACCESS WA F) N -3 ��" _ _ A STA. 25 +97.78, 6.00' LT (ACCESS WA D) IE IN W= 343.07 12' _ _ — - APPROXIMATE- T:O:P. ELEV=342:02± IE OUT E= 343.07 12" o N, ^ APPROXIMATE FG= 345.52± 44 +00 45 +00 46 +00 3 ACCESS WAY F PROFILE H1' =20'/Vt' =5' APPROVED FOR CONSTRUCTION BY. DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 w w 0 z w U O w U d w w �C zl�o 4I m N Ln z w z � O cn ce z a Lu 0 w 8 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - FAX:(153) 573 -0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JH 7/28108 BY DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY F PLAN & PROFILE C15 SHEET 15 OF 31 3 S�)8 ITTAL 1 9 ?010 rn co U 00 r U z Q 0 n 0 n 0 0 H U W 0 ir I E a co M d= I 0 0 N N C a GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft EXIST CATCH BASIN �`---� RIM = 352.35 I.E. = 350.45, 12 "ADS (W) CB #24 TYPE 1 STA: 2 +41.37, 21.16' F RIM = 352.06 EXIST CATCH BASIN RIM = 353.47 - -- I.E. 3500.04, 12 "PVC (N) EXISTING APPROXIMATE LOCATION OF EXISTING UNDERGROUND UTILITIES CONTRACTOR TO VERIFY PRIOR TO ANY CONSTRUCTION EXISTING FIRE HYDRANT in / CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY WASHINGTON CREEK STREET IMPROVEMENTS PLAN &PROFILE NOTE: REFER TO THE TOPOGRAPHIC SURVEY LOCATED AS SHEET TS1 WITHIN THIS PLAN SET FOR ADDITIONAL INFORMATION AND CLARIFICATION REGARDING EXISTING UTILITIES AND OTHER FEATURES. EXISTING ��2 STREET LIGHT EXIST CATCH BASIN CONTRACTOR TO SAWCUT PAVEMENT, HOT TAR SEAL RIM - 350.83 AND PROVIDE SMOOTH TRANSITION TO EXISTING I.E. - 347.49, 12 "PVC (S) ROADWAY SURFACE. COORDINATE ROADWAY REPAIR I.E. - 348.88, INLET REQUIREMENTS WITH THE CITY OF YELM EXISTING FIRE -,-,,,_\\ HYDRANT -� W W _ - 1 -_ _ / < V V VI vv ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E� 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OE BALD HILL RD. ELEVA11ON = 359.66 EXIST. CATCH BASIN (RAISED LID) TO BE REMOVED RIM = 348,20 I.E. = 347.19, TOP INLET I.E. = 345.96, 8 "PVC (S) CONTRACTOR SHALL POTHOLE AND DETERMINE EXACT LOCATION OF WHERE STORM DRAINAGE PROCEEDS FROM CATCH BASIN PRIOR TO ANY CONSTRUCTION AND INFORM PROJECT ENGINEER IMMEDIAILY F R- POSSIBI DESIGN-CHANGES. - - -_- L- 4 - �^ �- - - -S - -- - - - - -- - --- S----- S - - - -- -- - - -S-Q 40 EXISTING - - - S- - - - - s- - - �00- ---� - S � �- � � - �- 3 +00 Exis1nNC �3 4 +00 ROW 5 +00 STREET LIGHT S(� 6 +d0 CB 2 TYPE 1 € I 15�'� EXISTING _ CB 25 TYPE 1 15' 55' TOTAL SBA• --- g +29 51 FCTRICAL W _ -_` - -L < STA: 3 +36.38, 21.16' RT PROPOSED PROPOSED CREEK STREET `� _ 26 EASEMENT RIM = 350.79 DEDICATION ROW ___ RIM =349.26 C, , . ,. .,. . .., _.,. ,•s .. . ..... .x, a ,. .. .r !. .. a ,. .. .... r �.. , ; 34 93 ri i2 T 2 +08.7 1� { c r SINNEW- 5- M__ - - E- X FL _ , ----, xxa,a (DE O___c DEWXD TIE TO 353.0 35 .5 tr:a .# x.Y k. > $. ,..° ., .. a . ?c .. ±+Ja , . ;o n fs.:. a ,t. F #?. r r` ,x # (D, :',: .,. , , c. Nxt3 „i `!. a 1 . i . :: , ° ,: , > , , .: ' s.•a..,::xvtk t °.i_ . F r tv.. .... ° +•'- 3 :,'.. D •^ e `�° ''T. } .f :... 349.! r . NEAREST EXPANSION JOINT 7 EX _ 10 - --- - - - - - - - - - - - �- - - - OH - - EXISTING FIRE .� 5 EXIST. CULVERT EXIST. CULVERT POSED 40 EXISTING PRESERVE AND PROTECT EXISTING X13 HYDRANT -< , LR 35217 TO BE REMOVED TO BE REMOVED UTIL ESMT UTILITY EASEMENT HIGH TRANSMISSION POWER POLE O - -- - -- AFN 3078377 -- - - - - - -- DURING CONSTRUCTION - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P - e 351.67 C , a a i .r. : . . S v. ,.. .. 1 3.. .,. .. +.G ati. -:. a,.. ..5. .,ti -7 i, t s .., ..., •<:. .s. ., ..s , PRESERVE AND PROTECT EXISTING b , . ✓, 4. , � .. , r . � . _ . t .S :..�. .. UTILITY POLE DURING CONSTRUCTION EG 10 EXISTING UT111lY EASEMENT AFN 3078377 360 350 340 I ov SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE SEE ONSITE GRADING AND DRAINAGE SHEETS C5 - CIS CREEK STREET - PLAN VIEW SCALE HORIZONTAL 1 " =20' APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: EXIST. CATCH BASIN - RIM = 347.96 I.E. = 345.48, 8 "PVC (E) EXISTING STREET LIGHT Ln z w 0 v z w v O w U w _w ce �z uj o J' Q N c N U- N Ln Lu 75' FL TAPER 40 L.F 12' DI % +00 0 0.004 FT /FT CB ii TYPE 1 _� z 921 STA: 6 +69.18, 15.79' RT a SEE SHEET C9 FOR ACCESS WAY B PLAN AND PROFILE 349.18 RIM = 349.06 MATCH EXISTING FLOWUNE �a# .3t'. � - 349.82 PVI ELEV = 350.73 EX 6a -------- ___ -_-- 349.35 STA: 6 +76 y 349.45 348.6 - END.NEW 5 CONCRETE SIDEWALK. --- ___.- .__-------- ___------ - - -_ -_ r ' - - - - EG ,,(WEMO. SIDEWALK AND TIE TO 1 ` rl K = 64.68 NEAREST EXPANSION JOINT TYP N � 1 4: iq o j. U -- -60.00 VC k Y- a � o N II II rn M 2 co °o f- G2 SEE SHEET C9 FOR ACCESS WAY B PLAN AND PROFILE ill 3 +00 0511I17 CREEK STREET - PROFILE VIEW SCALE: HORIZONTAL 1' =20' VERTICAL 1' =5' 6001 6+00 7 +00 CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 FE ffi O z 1 S ONAL 360 SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com N sound @soundenginc.com PROJECT: 350 CREEK STREET MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428 -8172 EMAIL: 340 PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J, HAUG BY QR: JH X28108 BY DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: CREEK ROAD PLAN & PROFILE C16 SHEET 16 OF 31 30 SUBMITTAL !"IN 19. 2010 PM STA = 3 +34.92 PVI ELEV = 350.73 o- -- -------- ___ -_-- - - - - - -- A.D. _ ----- - -- --- ___.- .__-------- ___------ - - -_ -_ _ -_ _____ _------------ ____-------- - - -_.. o►- � � CL K = 64.68 N � 1 4: iq o U -- -60.00 VC o N II II rn M 2 co °o f- G2 �j 0 4 S S d d NL+ �. .- I N sF -� O M 9 W' � c' U M Z H 'J' O ZO ZI- (� �'�_ N w ° v M N Ci W 2 {y Cl wO t 5 a w m .. •• �j a ^ r_:0 C21 m 'd r--F' °Z _ cd �' v' m AP `'i - ALIGNMENT ROXIMATE EXISTING GRADE ALONG CENTERLINE _ ' - `� °i A z u C7 °'• - _ _ + `V a ..- �c � cn r° g z od , 01 M _ _ _ Y -- - - - - -- 1:4�L- E--- 2.8A71�- - - - m a�P �-� co �° Q U �_ 11 �z cc u -- a� LW�I �+{ - - -- - -- - - - -- - - - W W N W - - - -- _ --- - - - - -- -- - - - - -- __ I 1 TION 0 PPROXIMATE LOCA F EXISTING „ 0 WATER MAIN -------- ----------- - - - - -- - - --- ;>;�, -' _ _ - - _ _ _ ,. m °�� �, �'� - - I FINISH ED GROUND AT CREEKS -- - -- - ,.,,:� " -� ° � ;�. _ _ - EE T ------ - - - - -- --------------- - - - - - + - _ - - - - - _ RIGHT_FLOWUNE 22.0' RT ; ___________ _________ _ _ _ ----- - -- - _, - - f- .- '---- - - - - -- _ _ _ _ _ _ ------ - - - - -- _ _ _ ------ - - - - -- ---- .--- - - - - -- ------ - - - - -- - - - - -- - - -- - - - - -------------------- - -- �- ------- - - - - -- -- - - - - -- _____________ - - ------- -------- - - - - - - - - - - - - - - - - - - - - _' - - - - - -- - - - - - - - - -- -- - __ - _ - - - -- - -- ------- - - - -- - - -- - - -- -- --------- - - - - -- - �_ -------- - - - - -- - - - - - - - - - __ - _ - _ - -' - ' -- PPROXIMATE LOCATION OF EXISTING "0 ------------------------ - - _ - ------ CB 4 TYPE 1 CB 125 TYPE 1 EXIST. CB TYPE 1 STA: 3 +50.39, 16.0' LT SANITARY PRESSURE MAIN CB 1 TYPE 1 STA: 6TYPE 1, 15.79' R - -- --------- STA: +41.37, 21.16' RT STA: 3 RIM = 350.83 2 TYPE 1 RIM = 5_2.06 +36.38, 21.16 RT N IE= 347.49,2 Pvc (s) A: 6 +29.51, 18.44 RT RIM= 349.06 EXIST. CO TYPE 1 IE= _ 16 --- - -_.T_ -__ -_ IE= 348.54 IE= 348.88, INLET _ T _ _ =34936 -` - .----- - - - - -_ __.__-- _- _------- 1E= 346.43 APPROXIMATE EXISTING GRADE APPROXIMATE EXISTING GRADE I IN= 346.27 120 RIM - 347.96 IE= 345.48, 8 "PVC (E) @ CREEK STREET CENTERLINE @ CREEK STREET CENTERLINE 11 OUT= 346.27 12" APPROXIMATE EXISTING GRADE @ CREEK STREET EAST FINISHED GRADE 0 EAST FLOWLINE cn cp O M M M M M Mj M t+7 M M ill 3 +00 0511I17 CREEK STREET - PROFILE VIEW SCALE: HORIZONTAL 1' =20' VERTICAL 1' =5' 6001 6+00 7 +00 CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 FE ffi O z 1 S ONAL 360 SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com N sound @soundenginc.com PROJECT: 350 CREEK STREET MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428 -8172 EMAIL: 340 PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J, HAUG BY QR: JH X28108 BY DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: CREEK ROAD PLAN & PROFILE C16 SHEET 16 OF 31 30 SUBMITTAL !"IN 19. 2010 GRAPHIC SCALE CREEK ROAD MIXED USE o ,a lw b .o A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CREEK ROAD CHANNELIZATION PLAN (IN FEET ) CREEK STREET CHANNELIZATION PLAN 1 inch = 20 ft STA: 2 +30.09 REMOVE EXISTING DOUBLE YELLOW CENTER LINE TO THE NORTH, BEGIN NO PASS LINE ALL ROADWAY ARROWS ARE TO BE THERMOPLASTIC INSTALLATION PLACEMENT PER WSDOT STANDARD PLAN M- 3.40 -00, AND CITY OF YELM TRAFFIC DEPT. M WAY � o +oo NRNI E , +oo 2+00 CREEK STREET 3 +00 i co U 00 En O z i 00 0 0 O U W O ix a [r I E a n M 0 0 N N v 4:�� REMOVE EXISTING CHANNELIZATION EXIST 12' Y STA: 1 +28.69, 10.00' RT-/ �- TRAVEL LANE BEGIN NEW YELLOW NO PASS EXTEND EXIST LINE FROM THE SOUTH / 1 I i i i I F REMOVE EXISTING Cn y y 5 +0o CREEK STREET t� n o y j TWO WAY LEFT 12' U2 I >' fiRAVEL LANE ►x.1.1' ---.�, — 1�1 L`J D A q ;q .e. q' e C nA e .q .p •. 0-3 -}-a -- — — — C) t STA: 5 +88.33, 10.00' RT _---------- __---- - - - - -- PI YELLOW NO PASS LINE AND TWO�IVA'Y LEFT TURN RIME — — — — — — T1ON 11 q . I. r -- I Jr e 15' PROPOSED DEDICATED ROW e.q e APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 10' TWO WAY LEFT TURN LANE 4 +00 Lo -+- E-4 d- W 12' - vTRAVEI LANE--REMOVE EXISTING- CHANNELIZATION w ----- - - - - -- \\ ► ter- 7r ---- ---- i ---- i ---- t ---- r ---- ---- 1 ---- i ---- t ---- r-- r ---- r ---- r-- -1 ---- j ---- t - - - -� - - - -r - -- lu.uu nl SOLID LANE LINE NG TO - THE -NORTH 1 C29 � STA: 7 +12.85 END NEW YELLOW NO PASS LINE AND TWO WAY LEFT TURN I INF 12' TRAVEL LANE END EDGE LINE AND SOLID LANE LINE MATCH EXISTING TO THE NORTH EXIST 12' TRAVEL LANE CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 z W a z I,J ow U o- p w w_ z LU o Q o p N oG N Z m N m Z E3 O ci �u z CL 0 0 z U . HOLi of �►asg j�c� 1ST k' sljo AL Tl SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: VERONICA SISSECK BY QR: JH 7128108 BY DATE SCALE: I"=20' DATE: 7/30/08 PROJECT #: 07118 SHEET NAME: CREEK STREET CHANNELIZATION PLAN C17 SHEET 17 OF 31 390 e14 i1iAl IAN 1 9 2010 e D q e q d e 15' PROPOSED DEDICATED ROW e.q e APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 10' TWO WAY LEFT TURN LANE 4 +00 Lo -+- E-4 d- W 12' - vTRAVEI LANE--REMOVE EXISTING- CHANNELIZATION w ----- - - - - -- \\ ► ter- 7r ---- ---- i ---- i ---- t ---- r ---- ---- 1 ---- i ---- t ---- r-- r ---- r ---- r-- -1 ---- j ---- t - - - -� - - - -r - -- lu.uu nl SOLID LANE LINE NG TO - THE -NORTH 1 C29 � STA: 7 +12.85 END NEW YELLOW NO PASS LINE AND TWO WAY LEFT TURN I INF 12' TRAVEL LANE END EDGE LINE AND SOLID LANE LINE MATCH EXISTING TO THE NORTH EXIST 12' TRAVEL LANE CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 z W a z I,J ow U o- p w w_ z LU o Q o p N oG N Z m N m Z E3 O ci �u z CL 0 0 z U . HOLi of �►asg j�c� 1ST k' sljo AL Tl SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: VERONICA SISSECK BY QR: JH 7128108 BY DATE SCALE: I"=20' DATE: 7/30/08 PROJECT #: 07118 SHEET NAME: CREEK STREET CHANNELIZATION PLAN C17 SHEET 17 OF 31 390 e14 i1iAl IAN 1 9 2010 rn 3 O N 010 0 L O cl O O U 00 r V) CD z D! i 00 r O O N U w O x I E 0 0 N cl .- c v w �Y - w EXIiSTTN ING S E GRAPHIC SCALE (IN S ) 1 inch = 30 ft CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON IAIATFR pl AN NOTES 1. BOLLARDS MAY BE REQUIRED TO PROTECT FIRE HYDRANTS TO BE DETERMINED BY THE DEPARTMENT OF PUBLIC 3 WORKS AND YELM FIRE DISTRICT NO. 2. C25 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: u ._ W a Z wU o w W is I 1!21 S.D SD F —T a a r rr _ . • � >,; _ � ';� 1 i ttt "� t i► P ♦ �,� �� ' mail ®� ��IIIII� rI . l 'n'ttttt..... ttt:. }Zi`i 1. ® W 1 • TO WATER) • rII,/h r II,r II, 1 •�� �t\\tttv..ttttt. — .��:.i. ACCESS tttvntttttttttttNtt, ��� 1 1 - i 1 i 1 1 1 JL ---------------------- •, t - -- - - - .■ - - -- PROPOSED ION k -- - - -- TRENCH PAVEMENT RESTORATION SEE OR 1 1 ® PROPOSED FIRE LINE TO BE SIZED BY SPRINKLER 1 • SEE PLAN & ••1 FOR ADDITIONAL 1• 1 � RD ----. WATER MAIN TRENCq & BEDD G SEE DETAIL (TYP.) � .6 C 5 qE A A PROPOSED 8 "0 WA REMAIN SEE PLAN & PRO FE C6 -C15 FOR DESI VALVE BOX SEE. SHEETS C6 -C15 FOR WATE SIGN SEE DETAIL �TYP.) SEE DETAIL (TYP. 4 C25 EC / OFFICE BLDG 1 0 ce 0 z ,� . HO I SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG -- E -MAIL: JHAUG @SOUNDENGINC.COM Ira- �16 711 a U3 —4\rl, rw7b —rFA I I .- I I 3 I PROPOSED 8" at WATER FIRE PROTECTION NOTES THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND CONFIGURATION I� 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 CONNEC11ON AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTOR'S BID SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13 ", ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS. POTABLE WATER SERVICES BUILDINGS FIXTURE UNITS METER SIZE (IN) SERVICE LINE (IN) A I I � 1j' 2 I � i OF EXISPNG 10" WATER MAIN I C 222 I � COMMERCIAL- � ! 2 2 BUILDING I 444 2 21 F 348 2 2 G 120 4' 2 H 330 2 PROPOSED 8NO WATER MAIN I 222 ik 2 PROFILE SEE PLAN & 348 2 2 �1 FOR DESIGN 1 1 Comm 1 &2 N/A 2 2 w� • S� �s I I I COMMERCIAL ,I 2 WATER MAIN TRENCH & 11 ■ • I • f_ 1 y• flu • , �I THRUST BLOCKING t4 SEE DETAIL (TYP.) i i "� � ' tttttatttta ttt tttt ttt. \ttw.tttttt �� is I 1!21 S.D SD F —T a a r rr _ . • � >,; _ � ';� 1 i ttt "� t i► P ♦ �,� �� ' mail ®� ��IIIII� rI . l 'n'ttttt..... ttt:. }Zi`i 1. ® W 1 • TO WATER) • rII,/h r II,r II, 1 •�� �t\\tttv..ttttt. — .��:.i. ACCESS tttvntttttttttttNtt, ��� 1 1 - i 1 i 1 1 1 JL ---------------------- •, t - -- - - - .■ - - -- PROPOSED ION k -- - - -- TRENCH PAVEMENT RESTORATION SEE OR 1 1 ® PROPOSED FIRE LINE TO BE SIZED BY SPRINKLER 1 • SEE PLAN & ••1 FOR ADDITIONAL 1• 1 � RD ----. WATER MAIN TRENCq & BEDD G SEE DETAIL (TYP.) � .6 C 5 qE A A PROPOSED 8 "0 WA REMAIN SEE PLAN & PRO FE C6 -C15 FOR DESI VALVE BOX SEE. SHEETS C6 -C15 FOR WATE SIGN SEE DETAIL �TYP.) SEE DETAIL (TYP. 4 C25 EC / OFFICE BLDG 1 0 ce 0 z ,� . HO I SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG -- E -MAIL: JHAUG @SOUNDENGINC.COM Ira- �16 711 a U3 —4\rl, rw7b —rFA I I .- I I 3 I PROPOSED 8" at WATER FIRE PROTECTION NOTES THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND CONFIGURATION I� 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 CONNEC11ON AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTOR'S BID SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13 ", ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS. POTABLE WATER SERVICES BUILDINGS FIXTURE UNITS METER SIZE (IN) SERVICE LINE (IN) A I I � 1j' 2 I � i ik I C 222 I � 2 � 312 2 2 is I 1!21 S.D SD F —T a a r rr _ . • � >,; _ � ';� 1 i ttt "� t i► P ♦ �,� �� ' mail ®� ��IIIII� rI . l 'n'ttttt..... ttt:. }Zi`i 1. ® W 1 • TO WATER) • rII,/h r II,r II, 1 •�� �t\\tttv..ttttt. — .��:.i. ACCESS tttvntttttttttttNtt, ��� 1 1 - i 1 i 1 1 1 JL ---------------------- •, t - -- - - - .■ - - -- PROPOSED ION k -- - - -- TRENCH PAVEMENT RESTORATION SEE OR 1 1 ® PROPOSED FIRE LINE TO BE SIZED BY SPRINKLER 1 • SEE PLAN & ••1 FOR ADDITIONAL 1• 1 � RD ----. WATER MAIN TRENCq & BEDD G SEE DETAIL (TYP.) � .6 C 5 qE A A PROPOSED 8 "0 WA REMAIN SEE PLAN & PRO FE C6 -C15 FOR DESI VALVE BOX SEE. SHEETS C6 -C15 FOR WATE SIGN SEE DETAIL �TYP.) SEE DETAIL (TYP. 4 C25 EC / OFFICE BLDG 1 0 ce 0 z ,� . HO I SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG -- E -MAIL: JHAUG @SOUNDENGINC.COM Ira- �16 711 a U3 —4\rl, rw7b —rFA I I .- I I 3 I PROPOSED 8" at WATER FIRE PROTECTION NOTES THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND CONFIGURATION I� 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 CONNEC11ON AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTOR'S BID SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13 ", ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS. POTABLE WATER SERVICES BUILDINGS FIXTURE UNITS METER SIZE (IN) SERVICE LINE (IN) A 279 1j' 2 B 162 ik 2 C 222 1j' 2 D 312 2 2 E 444 2 21 F 348 2 2 G 120 4' 2 H 330 2 2 I 222 ik 2 J 348 2 2 REC 40 1 1 Comm 1 &2 N/A 2 2 — S _ c —FCC MAIN SEE SHEETS C7 -C16 ELEVATION DATUM N AVD 88. (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK i 784A —APPROX. LOCATION OF - _ EXISTING WATER MAIN ^� -- CONNECTION TO EXISTING - -' -`� 8" WATER MA c28 TRENCH PAVEMENT RESTORATION SEE DETAIL � C21 FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 DRAWN: J, HAUG BY QR: JFH 7130108 I BY DATE SCALE: 1 " =30' DATE: 7/31/08 PROJECT #: 07118.10 SHEET NAME: WATER PLAN C18 SHEET 18 OF 31 191 SUBMITTAL .18 N 1 ZT0 rn 3 -v 0 04 I 00 to 0 L 0 N 0 0 U 00 N 0 Z a 00 i 0 CINI 0 (n v w 0 x I E . LO cV I 0 0 N cV v w 1( w APPROXIMA LOCATION 0 EXISTING 4" STEP LINE 3: rt u GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON S,T,E.P. SEWER PLAN JILT Iniin u FIBERGLAS! - _ - - - - - STEP TANK J WEST s' IE --6K FIBERGLASS �� i + SEE DETAIL TYP.) / ELEVATION DATUM N AVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 APPROVED FOR CONS TRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEE� APPROVAL EXPIRES: - LL L I I NAL I.UIY I STEP TANK H 6" IE IN = 343.61 27• PANE FOR STEP T K l w w w W IE OUT = 345.3 BUIL ING ] 6K IE = 34 1 PUMPS TYP. BUIL ING I TANK 1 �i` BUIL ING H _ () 3.05 ( ) 5K FIBERGLASS FF =3 8.37 /RIM: I ' _ 2" IE OUT - FF= 48.60 6" IE (IN) = 342.62 4K ERGLASS I + FF= 9.74 ( �) = 344.80 C2 ' STE TANK G BUILDING G -. S CO rp SSCO 6 IE (OUT) = 342.37 PROP. ) - F FF-347.21 j 6 1 (IN) = 341.83 I � a RI = 349.24 � J / R M = 1349.24 RIM 1= 348.10 ( i � TANK 2 I I N / 2' I OUT = 343.58 � 4K FIBERGLASS (OUT) 1 O 6 IE = 343.94 6 IE = 344-43 6 I = 343.35 SSCO 0 �_ �• m IM 35152 � � � ' � � � 6` IE (IN) = 342.12 + RD RD RD : R 2" IE (OUT) = 343.87 1 F • I �o 6 It Qp. • - TYPICAL HOSE_BIB SHALL /BE LOCATED WITHIN 50' OF PUMP END OF TANKS (TYP. ALL TANKS) RIM = 130.00 6" IE = 342.21 77 z W 0 U z �w E3 W U �- N ce LU o Q N � N Z m N IBM Mill =MR no IIIIIIIIIIIN - �i`!� 9-4. , ..T �� ♦�e+�b► +�`1'►��� +e� ♦te�'1 Lw Ad -N 5111scaIIIaLlaw IL 77 X c 13, N _ 1 , 1 �I��� % /J / /// '+► +o�► oe�olin*ax z** i. , .1 Gooe• #, ;f�► NMI :> . '����� dot °�►ose�a ♦o�►, rk �7.i.� . � � / 11 - • � .., 1 1 • , ' 1 1 1 � • • ' 1 • : +i�� #��4e��� *44e�M��lt� ` /1� ' � � � ►oe►00004►�0• 020 -W, ooeoo' ►:�ioi s • - - t '�� � - io�e` Aso ®`� ♦0�0�0�,:4' j � .. -� � ' � `ado *A+►t�ior♦ • 1 - 1 1 1 r � • • 1 • � 000000,.r... �� ►�o•�eo� 000�. � � � � 1 �:� iii, ►ooi��o +oio�o���'� +� Hills' 1► I � � , / _ � ao�o +4�o,►�a ♦ ®,►`�w,r�#o`as���i s� 1 �"""� . / . 1 i.�i . 1 ►fie +��yeeo ♦��5`► +� +��j I�■■1�1 � : �• � - . .1' �eota ►ie000� A ._9 /� 1 1 , .. .. � 1 1 1 � �oo�i�i ;iii♦ 1111 • I+ 1111 + - • � '� .. � ° 1 �rre>'i[■ � �.a�•ar► � [ % � 0 ���� � . 1 :�i�� :: `'�■ .o - - ��y9�.._ _ ��►�`�j\ � l�,-� • • �� rwr. • li- .I�: •:frl�l,a►•i �` ��1���+, �- '"°�7.... �:' ' ��...r' -,.`� 1 Mr i1 N ,•.% , ► t _ r ` / . D • • • • • r • r ST 42 46, 00 RT ! SSCO 12 0' RT ACCESS WAY C I ELE IC C STA. 20 +85.43, 6.0 I , .. C TR 0 , 1 � 2 ATE IM = 351.52 4 F 1 4, " STA. 40 +31.50, 6.00 RT ACCESS WAY F I ( EL FOR STE T + 6 IE = 347.80 2.• TEE 1 ' P MPS ( ) .:...:: -, .... �, .' ` IM 0 351.52 ' . .. j . ..: a.. ,' = r• .. 2 2' GATE VALVES ,. , ;. _ : . " •_ :.1 _ -3" INCREASER . t • r . ti TYPICAL PIPE TRENCH ! 6 IE = 347.80 :. ' _' .•:. �.. ,'.' 9 .. •• + • i; 1 SD W W W ----- - - SD I X- 53 +00 55 +00 SD STEP T K R C 54 oo G ESS VII A sn sn 57 F aD- _ 2K E ff M F - �QQ � LF » FM I . 144f 4' + STA. 2 +35.13, 7.61' LT 1 - 4 "X3" SADDLE TAP (LIVE TAP) rn 1 - 3' GATE VALVE � 1 - THRUST BLOCK CONTRACTOR SHALL VERIFY EXACT HORIZONTAL AND VERTICAL LOCA11ON OF EXISTING FORCE MAIN PRIOR TO CONSTRUCTION, IF LOCATION DIFFERS FROM WHAT IS SHOWN CONTACT THE PROJECT ENGINEER f IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. KEY - m m - OUTLINE OF BUILDING(S) TRIBUTARY TO SPECIFIED STEP TANK (BUILDING GROUP) P/ BUILDING GROUP LABEL. STEP TANK ELECTRICAL NOTE EACH STEP TANK MUST HAVE THREE SEPARATE ELECTRICAL CIRCUITS (ONE CIRCUIT FOR THE CONTROL PANEL AND ONE FOR EACH PUMP IN THE DUPLEX UNIT) ON EACH RESPECTIVE HOUSE PANEL. STA. 52 +80.97 6.00' RT ACCESS WAY A) STA. 51 +37.46, 6.00' RT ACCESS WAY A STA. 20+16, 6.00' RT (ACCESS WAY C) STA. 10 +44.28, 6.00' RT (ACCESS WAY B) 1 - 3" 90' BEND 1 - 3" X ?r TEE 1 - THRUST BLOCK 1 - 2 GAS VALVE 3 j SEE DE AIL (TYP.) C2$ I I 1 - THRUST BLOCK I SEWER PIPE MATERIALS & COVER NOTE 1. ALL PIPE FOR SEWER FORCE MAIN SHALL COMPLY AS FOLLOWS: ,� s ,--Y STUBS I I A. ALL PIPE LESS THAN 2 "0 SHALL BE SCHEDULE 40 PVC DESIGNED FOR SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. B. ALL PIPE 2 "0 OR GREATER SHALL BE PVC IPS 1120 SDR 21 CLASS - -- - - -- - - 200, SHALL HAVE RUBBER RING GASKET JOINTS, SHALL COMPLY WITH �S° 1 ASTM D 1784, AND HAVE A WORKING PRESSURE RATING OF 200 PSI. ----I 4& sSTUE C. � O SERVICE LINES SHALL BE SCHEDULE 40 PVC DESIGNED FOR - - - -- SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. 2. ALL SEWER FORCE MAINS SHALL HAVE A MINIMUM OF 5.0' OF COVER. 3. ALL GRAVITY SIDE SEWERS LINES SHALL BE 6 "0, HAVE A MINIMUM SLOPE OF 0.002 FT /FT, AND SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 4. ALL FITTINGS FOR PIPE 2" AND LARGER SHALL BE RUBBER RING GASKET PVC 1120 COMPLYING WITH ASTM F 477. r -w ------ - --- -1 Z I-- I A I'� ; RIM = 47.40 6'IE= 42.1 4K FIBERGLASS 6` IE (IN) = 341.72 2' IE (OUT) = 343.4 0 116 1 A BUILDING E FF= 347.95 RIM = 347.40 6 "IE =342.2 TANK TAIL (TYP)1 5K FIBERGLASS 2. - IE I = 6' IE (OUT) = 341.1 .' � TANK 2 ` 4K FIBERGLASS IE IN = 341.58 SSCO 14 RIM = 347.40 6" IE = 342.08 STA. 25 +85.78, 6.00' ` 1- 2" 90' BEND " 1 - 2' GATE VA VE Q 1 - THRUST Bt0 K SSCO 15 RIM = 347.25 6" IE = 342.72 REC /OFFICE BLDG FF= 347.75 1 I RT (ACCESS WAY F) RT (ACCESS WAY D Iu 0 z to 1 >sb� 1 r SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD L MIXED USE CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E-MAIL: JHAUG @SOUNDENGINC•COM DRAWN: P. HELLER BY QR: JFH 7.21.08 BY DATE SCALE: 1"=30' DATE: 7.30.08 PROJECT #: 07118.10 SHEET NAME: S.T. E 1 P. SEWER PLAN C19 SHEET 19 OF 31 ��� �t1Al�lTiAl ..IAN 12 2010 3 0 N I 0 L6 0 N C O U I 00 O U) 0 z Q 0 0 0 0 N F- s-- U w D 0 o' I E 0- In d- N i 0 0 N N C 0 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. rR 350 340 I -till �t- co SD SD- CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. STORM DRAINAGE FACILITY DESIGN DRAINAGE FACILITY - PLAN VIEW SCALE: HORIZONTAL 1 " =20' I 1 / I X I / \ CB #42 TYPE 2 -48" W /DOWNTURNED ELBOW - RIM =34 Al 0 I f ---A -� 1 --x J F� 4 0 +00 1 +00 DRAINAGE FACILITY - SECTION 1 SCALE: HORIZONTAL 1 " =20' VERTICAL 1' =5' 2 +00 360 350 340 330 12" ADS N -12 CB #4 TO STOR 18" ADS N -12 CB #13 TO CB #14 HIGH FLOW BYPASS APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAVD 88 (NAVD 86 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 CB #12 TO CB #13 DIVERSION STRUCTURE -PLAN VIEW CB #13 TYPE 2 -541 4 SEE ALSO DETAIL C23 AND DETAIL 6 ON THIS SHEET NATIVE BACKFILL (6" MIN.) UNDISTURBED MATERIAL 4 " -6" PERFORATED PVC PIPE ELEV. = 337. FINISH GRADE ELEVATION VARIES END CAP NATIVE MATERIAL DO NOT COMPACT 5 OBSERVATION WELL NOT TO SCALE FRAME & LADDER OR STEPS OFFSET. SEE NOTE 4. RIM ELEV. = 346.13 6" MIN. 2' MIN. MESH SCREEN 1" x 1 "– BAND SCREEN TO PIPE OVERFLOW PIPE SUPPORT (2 EACH) 18" RISER PIPE— SEE DETAIL 4 THIS SHEET FINE MESH SCREEN 112" x 112" BAND SCREEN TO PIPE 2' MIN. 1 2' MIN. ELEVATION CATCH BASIN TYPE 2 54 -INCH DIA. (MINI GRATED LID MARKED "DRAIN" WITH LOCKING BOLTS. CONTROL ROD FOR CLEANOUT /DRAIN, ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER. STANDARD GALVANIZED STEEL OR ALUMINUM LADDER /STEPS. _ SEE DETAIL 4 THIS SHEET CLEANOUT GATE: A. SHEAR GATE, IRON BODY BRONZE MTD. OLYMPIC FDY. STD. OR, B. LIFT GATE, NO. C /C /1 -LG, CASCADE CULVERT INC., OR C. OTHER DEVICE APPROVED BY ENGINEER. NOTESi 1. PIPE SIZES AND SLOPES, PER PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS. 3. METAL PARTS: A. CORROSION RESISTANT OR GALVANIZED OR ALUMINUM TYPE 2. B. IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1. 4. FRAME & LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. STRUCTURE SHALL BE A TYPE 2 CATCH BASIN 54" MINIMUM DIAMETER. DIVERSION STRUCTURE - SECTION VIEW CB #13 TYPE 2 -54° 4 SEE ALSO DETAIL C23 AND DETAIL 4 ON THIS SHEET UNDERGROUND GRAVEL INFILTRATION BED BOTTOM OF TRENCH BED EL = 337.60 FINIISHED GROUND VARIES SEE GRADING PLAN C5, C6 9 LF 12" ADS N -12 @ 0.0055 FT /FT EXISTING GROUND 100 YR MWS= 340.8 N, IE= 338.1 NATIVE SOIL -� 0 1/ 8 LF 18" ADS N -12 @ 0.0063 FT /FT CB 13 TYPE 2 -54" 4 4 8x16 STORMFILTER DIVERSION STRUCTURE C20 C23 CB 15 TYPE 2 -48 VAULT W/28 CART. RIM= 346.13 W /DOWNTURNED ELBOW- RIM NORTH = 346.17 1E= 341.70 18" (W) RIM= 346.37 RIM SOUTH= 346.25 1E= 341.30 18" (E) IE IN= 338.15 12" (W) IE= 341.20 12" (N) 1E= 341.30 12" (S) IE IN= 338.15 18" (N) IE= 338.20 12" (W) IE OUT= 338.15 18" (W) SEE DETAIL 1 3 LF 12" ADS N -12 @ 0.017 FT /FT C24 Ln 0 +00 1 +00 DRAINAGE FACILITY - SECTION 2 SCALE: HORIZONTAL 1 " =20' VERTICAL 1' =5' W 0 z o W W w z Q o . N Cl- W '~ ►= _ z � N z g 0 Z a iL 0 z .3' 8 G /STBRE �SSIONAL E�G1 �o f.P -3/>> sEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX :(253) 573-0142 www.soundenginc.com - sound@soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JFH 7/30/08 BY DATE SCALE: 1"=20' DATE: 7/31/08 PROJECT #: 07118 SHEET NAME: STORM DRAINAGE FACILITY DESIGN C20 SHEET 20 OF 31 3RI� �lt�f�ITTAI JAiV 1 � 2�1i0 t4 2' MIN. 1 2' MIN. ELEVATION CATCH BASIN TYPE 2 54 -INCH DIA. (MINI GRATED LID MARKED "DRAIN" WITH LOCKING BOLTS. CONTROL ROD FOR CLEANOUT /DRAIN, ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER. STANDARD GALVANIZED STEEL OR ALUMINUM LADDER /STEPS. _ SEE DETAIL 4 THIS SHEET CLEANOUT GATE: A. SHEAR GATE, IRON BODY BRONZE MTD. OLYMPIC FDY. STD. OR, B. LIFT GATE, NO. C /C /1 -LG, CASCADE CULVERT INC., OR C. OTHER DEVICE APPROVED BY ENGINEER. NOTESi 1. PIPE SIZES AND SLOPES, PER PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS. 3. METAL PARTS: A. CORROSION RESISTANT OR GALVANIZED OR ALUMINUM TYPE 2. B. IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1. 4. FRAME & LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. STRUCTURE SHALL BE A TYPE 2 CATCH BASIN 54" MINIMUM DIAMETER. DIVERSION STRUCTURE - SECTION VIEW CB #13 TYPE 2 -54° 4 SEE ALSO DETAIL C23 AND DETAIL 4 ON THIS SHEET UNDERGROUND GRAVEL INFILTRATION BED BOTTOM OF TRENCH BED EL = 337.60 FINIISHED GROUND VARIES SEE GRADING PLAN C5, C6 9 LF 12" ADS N -12 @ 0.0055 FT /FT EXISTING GROUND 100 YR MWS= 340.8 N, IE= 338.1 NATIVE SOIL -� 0 1/ 8 LF 18" ADS N -12 @ 0.0063 FT /FT CB 13 TYPE 2 -54" 4 4 8x16 STORMFILTER DIVERSION STRUCTURE C20 C23 CB 15 TYPE 2 -48 VAULT W/28 CART. RIM= 346.13 W /DOWNTURNED ELBOW- RIM NORTH = 346.17 1E= 341.70 18" (W) RIM= 346.37 RIM SOUTH= 346.25 1E= 341.30 18" (E) IE IN= 338.15 12" (W) IE= 341.20 12" (N) 1E= 341.30 12" (S) IE IN= 338.15 18" (N) IE= 338.20 12" (W) IE OUT= 338.15 18" (W) SEE DETAIL 1 3 LF 12" ADS N -12 @ 0.017 FT /FT C24 Ln 0 +00 1 +00 DRAINAGE FACILITY - SECTION 2 SCALE: HORIZONTAL 1 " =20' VERTICAL 1' =5' W 0 z o W W w z Q o . N Cl- W '~ ►= _ z � N z g 0 Z a iL 0 z .3' 8 G /STBRE �SSIONAL E�G1 �o f.P -3/>> sEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX :(253) 573-0142 www.soundenginc.com - sound@soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JFH 7/30/08 BY DATE SCALE: 1"=20' DATE: 7/31/08 PROJECT #: 07118 SHEET NAME: STORM DRAINAGE FACILITY DESIGN C20 SHEET 20 OF 31 3RI� �lt�f�ITTAI JAiV 1 � 2�1i0 -0 J H w 0 00 V_ 0 z Q X 00 O O N N H U w O i E . M 4 I O O 04 cV C v RADIUS POINT OF CURB RETURN CEMENT CONCRETE SIDEWALK RAMP TYPE 4A 3/8" EXPANSION JOINT _ (SEE STD. PLAN F- 30.10) SIDEWALK it 0 I io GM MAJOR STREET* 6' - 0" 2% MAX. d CEMENT CONCRETE , SIDEWALK CEMENT CONC. SIDEWALK LANDING s ., 3/8" EXPANSION JOINT (SEE STD. PLAN F- 30.10) S �qTF 4C OF Cp SFF CO UReJ CEMENT CONCRETE PEDESTRIAN CURB ' -0 " RAM P 2' _ 0" II CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. l CITY OF YELM, THURSTON COUNTY, WASHINGTON 4 ACCESS WAY NOTES AND DETAILS I LANDING I DETECTABLE WARNING PATTERN (SEE DETAIL) CEMENT CONCRETE PEDESTRIAN CURB TOP OF (SEE STD. PLAN F- 10.12) ROADWAY CEMENT CONCRETE CURB & GUTTER (SEE NOTE 4) Y yJ 0 U CEMENT CONC. RAMP 2'- 0" - DETECTABLE WARNING 7' - 0,� % PATTERN (SEE DETAIL) / I RAMP �-I LANDING -� 0 " , \TIFFs \Detectable warnign pattern cletalLTIF 1 FLUSH TOP OF ROADWAY DEPRESSED CURB & GUTTER (SEE NOTE 4) �10 DETECTABLE WARNING PATTERN NOT TO SCALE PER WSDOT F- 40.16 -00 STREET CONSTRUCTION GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUP11ON OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR /DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. VARIES: 0to6'• TOP OF ROADWAY DEPRESSED CURB & GUTTER (SEE NOTE 4) T FACE OF CURB UJ DISTANCE FROM P.C. 20 FEET 5 -212" W 30 FEET 9-0114" tY 40 FEET 9- 614, 5 -434" 1. This layout is used to provide access to a single crosswalk 5 -11" 60 FEET parallel to the major street. The bid item "Cement Conc. 8' -312' 70 FEET Sidewalk Ramp Type 4A" does not include the adjacent Curb Z 80 FEET (or Curb & Gutter), the Sidewalk, or the Cement Conc. Ped- 10-812' 90 FEET estrian Curb. 11' -934" 2. Ramp slopes shall not be steeper than 12HAV. 12- 1019' 3, Avoid K)Iacing drainage structures, junction boxes or other CURB, OR CURB LE FLEXIBLE obstruQtions in front of ramp access areas. /- AND GUTTER 4. Curb & Gutter is shown, see the Contract Plans for the curb TRENCH BACKFILL design specified. See Standard Plan F -10.12 for curb details. 1' MIN. 5. See Std. Plan F -30.10 for sidewalk joint placement and details. 6. The bottom of the ramp shall have a level area (not in excess 1' MIN, COMPACTED PER, of 2% in any direction), 4' x 4'. I LANDING I DETECTABLE WARNING PATTERN (SEE DETAIL) CEMENT CONCRETE PEDESTRIAN CURB TOP OF (SEE STD. PLAN F- 10.12) ROADWAY CEMENT CONCRETE CURB & GUTTER (SEE NOTE 4) Y yJ 0 U CEMENT CONC. RAMP 2'- 0" - DETECTABLE WARNING 7' - 0,� % PATTERN (SEE DETAIL) / I RAMP �-I LANDING -� 0 " , \TIFFs \Detectable warnign pattern cletalLTIF 1 FLUSH TOP OF ROADWAY DEPRESSED CURB & GUTTER (SEE NOTE 4) �10 DETECTABLE WARNING PATTERN NOT TO SCALE PER WSDOT F- 40.16 -00 STREET CONSTRUCTION GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUP11ON OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR /DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. VARIES: 0to6'• TOP OF ROADWAY DEPRESSED CURB & GUTTER (SEE NOTE 4) T FACE OF CURB LANDING DISTANCE FROM P.C. 20 FEET 5 -212" T -T' 30 FEET 9-0114" 3 -8" 40 FEET 9- 614, 5 -434" 50 FEET 10-934' 5 -11" 60 FEET 11'- 1112' 8' -312' 70 FEET 134y" 9-612" 80 FEET 13-1112' 10-812' 90 FEET 14-1012' 11' -934" 100 FEET 15 -834' 12- 1019' INTERMEDIATE RADII CAN BE INTERPOLATED 1 SIDEWALK RAMP TYPE 4A NOT TO SCALE PER WSDOT F- 40.16 -00 1/2" LI RECOMMENDED APPROACH BASIC WIDTHS DRIVEWAY LU NOMINAL WIDTH ���� , �� �& ONE -WAY TWO -WAY 10' 10' 15' 30' 20' 40' CITY OF YELM DEPT. OF PUBLIC WORKS NOTES: CEMENT CONCRETE 1. WHERE APPROACH EXCEEDS 16' WIDTH A FULL DEPTH EXPANSION JOINT SHALL BE PLACED APPROACH LONGITUDINALLY, CENTERED IN THE APPROACH. 2. FORM AND SUBGRADE INSPECTION ARE REQUIRED APPROVED DWG. N0. BEFORE POURING CONCRETE. 4-9 3. REFER TO SECTION 4B.140, YELM DEVELOPMENT PUBLIC WORKS DIRECTOR DATE GUIDELINES. DES. DWN. CKD. DATE JEG S -C S -C S -C 2/2/95 1 3' 1 3' 1 6' 1 3' MIN. MIN. TYP. TYP. TYPE 11 I- 3 -,- AS �- 6' �- 3 ; �- 3 �- 3 �- 6 3 MIN. REQD. TYP. TYP. MIN. MIN. TYP. TYP. TYPE III TYPE IV T Y P I C A L C U R B R A M P S BOTTOM OF RAMP MAY NOTE: SEE SIDEWALK SPACING, HAVE= MAX. 112" LIP EXPANSION JOINTS & SCORE AT MI5'. MARK DETAIL FOR ADDITIONAL 45' NOTES, 1 FLOW LINE SEE OF GUTTER MIN, REQD. IP 4 1 2DETAIL 1/2- 1 I 12 LIP DETAIL RAMP SECTION NOTES: 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CON. TO LEAVE' A DIAMOND PATTERN. THE LONG AXIS OF CITY OF YELM THE DIAMOND PATTERN SHALL BE PERPENDICULAR DEPT. OF PUBLIC WORKS TO THE (1URB. GROOVES SHALL BE 1/8" DEEP AND 1/4" WIDE, TYPICAL 2, CURB RAMPS SHALL BE POURED AS A SEPARATE GUTTER, O SOLATEDDBYt EXPANSION JOINT MATERIAL AND CURB RAMP S ON ALL >IDES EXCEPT AT END OF RAMP NEXT TO ROADWAY, APPROVED DWG. N0. 3. INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP. NO INLETS ARE PUBLIC WORKS DIRECTOR DATE 4 -12 TO BE SE_T SO THAT PEDESTRIANS WALK OVER OR DES. OWN. CKD, DATE AROUND THEM. JEG S -C S -C S -C 10/3/94 5 T�!I�!Al CURB RAMPS CEMENT CONCRETE APPROACH NOT TO SCALE APPROVED FOR CONSTRUCTION BY- DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: VARIES SEE ARCHITECTURAL PLAN 2% SLOPE (1/4' DROP PER 1') PAVEMENT -J 4' COMPACTED SUBGRADE 8' NOTES: 1) COMPACTION FOR CONCRETE CURB AND WALKS TO BE 95% OF MAXIMUM DENSITY. 2) EXPANSION JOINTS SHALL BE AT 10' -0' INTERVALS AND CONSTRUCTION JOINTS SHALL BE AT 5' -0' INTERVALS OR AS SHOWN ON ARCHITECTURAL PLANS. 3) FINISH SURFACE OF SIDEWALKS PER ARCHITECTURAL PLANS. INTEGRAL CURB AND SIDEWALK 6 1/2" 5 1/2 1/2"R 4 1"R a /2 "R a a d y � o a 4 44 4 v 10" 2 1 /2" 5" 2 1 /2" CEMENT CONCRETE E3ARRIER CURE) ANG GUTTER CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT F -10 42 -00 EXPANSION JOINT SCORE MARK - EXPANSION JOINT PLANTER STRIP (AS REQ.) 15' CURB 8c GUTTER SIDEWALK PLANTER STRIP 5' MIN (AS REQ.) NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 3. SCORE MARKS SHALL BE t11/8" WIDE BY t1/4" DEEP. FOR SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK. 4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS. EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. JEG CITY OF YELM DEPT. OF PUBLIC WORKS CEMENT CONCRETE SIDEWALK APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 4-1' DES. DWN. CKD. DATE S -C S -C S -C 1Q/3/'94 CEMENT CONCRETE SIDEWALK NOT TO SCALE PER YELM DWG 4 -13 3 CEMENT CONCRETE CURBS NOT TO SCALE U W a z w v oa �o w z a o d N a E z LL- r, = N z w cn o Z 8 O U0 W z CITY OF YELM DEPT. OF PUBLIC WORKS TRENCH- PAVEMENT NOTES: RESTORATION DETAIL 1. ALL MATERIALS, WORKMANSHIP, AND INSTALL- APPROVED DWG. NCI. ATION SHALL BE IN CONFORMANCE WITH THE qq STANDARD SPECIFICATIONS FOR ROAD, BRIDGE PUBLIC WORKS DIRECTDR DATE `t O AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARDS. DES. DW. CKD. DATE ..JEG S -C S--C S -C 1 D/3/94 TRENCH PAVEMENT RESTORATION DETAIL NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 ALt . HO �LysS�oISI'BR G� NAL 0 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573.0142 www.soundenginc.com N sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC,COM DRAWN: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE:NTS DATE: 07.30,08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY NOTES AND DETAILS C21 SHEET 21 OF 31 3RD suBl�fTjal JAN 12 2010 MINIMUM 0.75' CEMENT CONC. PVMT. LU OR MATCH EXISTING PLUS 0.08', EMULSIFIED ASPHALT GRADE MINIMUM 0.25' CLASS 'B' A.C,P. CSS -1 TACK SHALL. BE APPLIED 0 (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. PLUS 4.08', WHICHEVER IS GREATER ALL JOINTS SHALL BE SEALED 4'S031611RFACING oc 0.17' LIFTS USING PAVING ASPHALT AR4000W. 0.67' GRAVEL BASE a `: COMPACTED TO 95% z k ' G FLEXIB OF MAXIMUM DENSITY RIGID PAVEMENT 0.17' CRUSHED LE FLEXIBLE PER. 2- 03.3(14)D ci PAVEMENT TRENCH BACKFILL z 1' MIN. CITY OF YELM DEPT. OF PUBLIC WORKS TRENCH- PAVEMENT NOTES: RESTORATION DETAIL 1. ALL MATERIALS, WORKMANSHIP, AND INSTALL- APPROVED DWG. NCI. ATION SHALL BE IN CONFORMANCE WITH THE qq STANDARD SPECIFICATIONS FOR ROAD, BRIDGE PUBLIC WORKS DIRECTDR DATE `t O AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARDS. DES. DW. CKD. DATE ..JEG S -C S--C S -C 1 D/3/94 TRENCH PAVEMENT RESTORATION DETAIL NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 ALt . HO �LysS�oISI'BR G� NAL 0 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573.0142 www.soundenginc.com N sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC,COM DRAWN: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE:NTS DATE: 07.30,08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY NOTES AND DETAILS C21 SHEET 21 OF 31 3RD suBl�fTjal JAN 12 2010 MINIMUM 0.75' CEMENT CONC. PVMT. SAW CUT EXISTING PAVEMENT. OR MATCH EXISTING PLUS 0.08', EMULSIFIED ASPHALT GRADE MINIMUM 0.25' CLASS 'B' A.C,P. CSS -1 TACK SHALL. BE APPLIED SAW CUT .EXISTING PAVEMENT. (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. PLUS 4.08', WHICHEVER IS GREATER ALL JOINTS SHALL BE SEALED 4'S031611RFACING APPLIED IN MAXIMUM 0.17' LIFTS USING PAVING ASPHALT AR4000W. 0.67' GRAVEL BASE a `: COMPACTED TO 95% EXISTING k ' G FLEXIB OF MAXIMUM DENSITY RIGID PAVEMENT 0.17' CRUSHED LE FLEXIBLE PER. 2- 03.3(14)D SURFACING PAVEMENT TRENCH BACKFILL TOP COURSE 1' MIN. COMPACTED PER, TRENCH BACKFILL 1' MIN, COMPACTED PER, TYP. 2- 03.3(14)C METHOD B CITY OF YELM DEPT. OF PUBLIC WORKS TRENCH- PAVEMENT NOTES: RESTORATION DETAIL 1. ALL MATERIALS, WORKMANSHIP, AND INSTALL- APPROVED DWG. NCI. ATION SHALL BE IN CONFORMANCE WITH THE qq STANDARD SPECIFICATIONS FOR ROAD, BRIDGE PUBLIC WORKS DIRECTDR DATE `t O AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARDS. DES. DW. CKD. DATE ..JEG S -C S--C S -C 1 D/3/94 TRENCH PAVEMENT RESTORATION DETAIL NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 ALt . HO �LysS�oISI'BR G� NAL 0 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573.0142 www.soundenginc.com N sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC,COM DRAWN: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE:NTS DATE: 07.30,08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY NOTES AND DETAILS C21 SHEET 21 OF 31 3RD suBl�fTjal JAN 12 2010 MINIMUM 0.75' CEMENT CONC. PVMT. TRANSVERSE CONSTRUCTION JOINT. OR MATCH EXISTING PLUS 0.08', SEE STANDARD PLAN A -1 WHICHEVER IS GREATER. SAW CUT .EXISTING PAVEMENT. 0.67' GRAVEL BASE 4'S031611RFACING COMPACTED TO 95% OF MAXIMUM DENSITY 7' CRUSHED EXISTING PER. 2- 03.3(14)D RIGID PAVEMENT TOP COURSE 19 TRENCH BACKFILL 1' MIN. COMPACTED PER, TYP. 2- 03,3(14)C METHOD C CITY OF YELM DEPT. OF PUBLIC WORKS TRENCH- PAVEMENT NOTES: RESTORATION DETAIL 1. ALL MATERIALS, WORKMANSHIP, AND INSTALL- APPROVED DWG. NCI. ATION SHALL BE IN CONFORMANCE WITH THE qq STANDARD SPECIFICATIONS FOR ROAD, BRIDGE PUBLIC WORKS DIRECTDR DATE `t O AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARDS. DES. DW. CKD. DATE ..JEG S -C S--C S -C 1 D/3/94 TRENCH PAVEMENT RESTORATION DETAIL NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 ALt . HO �LysS�oISI'BR G� NAL 0 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573.0142 www.soundenginc.com N sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC,COM DRAWN: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE:NTS DATE: 07.30,08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY NOTES AND DETAILS C21 SHEET 21 OF 31 3RD suBl�fTjal JAN 12 2010 rn a vi J Q H w 0 00 r N O Z Q 00 O O cn i H U w O w CL i E m O 1 O s N N r C v -- 427 -}--r- 4" -- CONCRETE CL. 3000 LIJ 0 . . . . . . . n D' a4 F P . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . _ A . . . . . . . . . J 4 D .. . . . . . . . . P O P d P P. �i��Z% XIN 1/2 LB. (MIN) STEEL OR IRON GENERAL NOTES: CI TY OF YELM 1. THIS MONUMENT TO BE USED IN BITUMINOUS OR DEPT. OF PUBLIC WORKS ASPHALT CONCRETE PAVEMENT WHERE CASED CAST I I � PLACE MONUMENT IS NOT REQUIRED 2. CONCRETE BASE DIMENSIONS SHOWN ARE MINIMUM. MONUMENT CONCRETE BASE NEED NOT BE FORMED. 3. CAP SHALL BE 2" MIN. DIAM. BRASS PLUG MARKER. APPROVED DWG. NO. 4. CONCRETE TO BE PLACED ON A FIRM PUBLIC WORKS DIRECTOR DATE 4 � 6 AND UNYIELDING FOUNDATION, DES, D1WN, CKD. DATE JEG S -C S -C S -C 10/3/94 1 ROAD MONUMENT NOT TO SCALE 2 ROAD S NOT TO SCALE [A 9' PARKING 6' SIDEWALK 2% ;;111 -I iI I it `II I II INTEGRAL CURB C21 .17" ASPHALT CONCRETE 0.17" C.S.T.C. -0.67' GRAVEL BASE S WAY Al - 20' PARKA CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY CROSS SECTIONS AND DETAILS EXST U71L ES11T ura 3078377 R/W R/W I i 55 20' I 35' T I 20' EX ROW PROPOSED 15' DEDICATED ROW 22' 2.5't 5 5.5'f 10' PROP 15' PLANTER SIDEWALK PLANTER I UTIL ESMT 151 16.3' -� I STRIP STRIP f2.0% (EXISTING) f2% (EXISTING) 2,OX _ 1& MAX CREEK STREET NOT TO SCALE EXTRUDED CURB r3 3 ROAD S NOT TO SCALE [ACCESS WAY BI 7 20' PARKING 8' SIDEWALK s 2% 2.4% _ INTEGRAL CURB 3 .17" ASPHALT CONCRETE C21 0.17" C.S.T.C. 0.67" GRAVEL BASE I 2' I 11.5' 11.5' I _1% �II► -1►I -= III -11 '- jl..iilTi Il,l_,, CEMENT CONC. BARRIER CEMENT CONC. SIDEWALK CURBAND GUTTER e3 2 2 4" CLASS B ASPHALT CONCRETE 2" CRUSHED SURFACING TOP COURSE 8" GRAVEL BASE -20'- PARKING S ROAD SE NOT TO SCALE CLASS 3000 CONCRETE 6" _ t d -I —I —� I I —f I I —I I —m II I— III — III —� I I -1 I I —III— 95% COMPACTED SUBGRADE NOTE: 1. CONSTRUCT WITH 6" x 6" NUMBER 10 WELDED WIRE MESH 2. PROVIDE EXPANSION JOINTS EVERY 10'. :EMENT CONCRETE PAVEMENT SEC NOT TO SCALE FOR GARBAGE ENCLOSURES Lo on 04C,6"ible roots • /tMi�M•Far."7••soon ■.4.•J Fio,"wl an* as** a a a a i to •i�� ' 460 man 6 min 96 min 1 1!0$ Vdn AcoessiNe Space at f6d ROw Flo. A5 126' 11.5'- — 11.5' i -1LI - 20' GARA( WA EXTRUDED CURB (PROJECTED) 4j FLOWS UNDER CARPORT (TYP) WA 6' SS I 1 ' ION [ACCESS WAY DI .l... Y'. TTT....• .7.T...•...u. ■.....7R.• \.7..... go* gas many* ci 13 L O O 0 a in e> a 0 0 G 81 132 min min 132 om 122 owo thin 324 iWel 4223 4 /tier �fJ p -orAing spocc No )en Fig. A5 Parking *poi' r, Ai&4in�+C vv% NOT TO SCALE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 19' 2' 11.5' I 1 I I i 1 2" 01A. G.I.P. SCH, 40 CONCRETE 1 i 6' -0" 4" 2 1/20 9" #3 BARS (2) � LJ • O O 8" MIN 13/16' DIA HOLES 10" MAX. 3:1 SAND & CEMENT GROUT 1" DEPTH NON- SHRINK GROUT :; 1 �6" I r z 2" CLEARANCE (TYP) ti � BARS ✓ (2) co 8 CURB STOPS NOT TO SCALE PROPOSED GRADE M 10 C4 0 U z� W U m: ne O W 3: ° Lu w I..-I E 2;� a o 0 N c Z N N W cn o z � CD ul ajo z a ro ;-.AL Aplr .''.ter SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FU ,.(253) 573 -0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE:NTS DATE: 07.30.08 PROJECT 4: 07118 SHEET NAME: ACCESS WAY CROSS SECTIONS AND DETAILS CALL 48 HOURS ADA STALL 1 DISABLED PARKING SIGN BEFORE YOU DIG 9 NOT TO SCALE ADA STANDARDS 2003, FIG. A5 NOT TO SCALE 1-800-424-5555 SHEET 22 OF 31 3RD SUB�i��ti JAN 12 2010 CREEK ROAD Lu APPROVED FOR CONSTRUCTION z NOTES A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. BY: DATE: ° DEVELOPMENT REVIEW ENGINEER Z LU 1. AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE MESH HAVING A MINIMUM CITY OF YELM, THURSTON COUNTY, WASHINGTON o AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WIRE MESH SHALL STORM DRAINAGE NOTES AND DETAILS W NOT BE PLACED IN KNOCKOUTS. APPROVAL EXPIRES: Lu 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN f0', KNOCKOUTS L SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2.51 MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND T•HE OUTSIDE OF NOTES co THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR o 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR o FRAME AND VANED GRATE IN ACCORDANCE WITH STANDARD SPECIFICATION 9 -04.3. r. SHOWN IN THE PRECAST BASE SECTION, FIBERS 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL BE 5'. (PLACED ACCORDING TO THE STANDARD ce r-4 3 • PIPE ALLOWANCES SPECIFICATION OR WIRE MESH HAVING A MINIMUM = 3' ZAP �'0• 4 FRAME AND GRATE SECTION, Y BE INSTALLED WITH FLANGE DOWN OR CAST INTO AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS MAXIMUM IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE PIPE MATERIAL INSIDE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. YARD DRAIN M N y. S• MAY BE SLOPED AT A RATE OF 124 OR STEEPER. DIAMETER 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER 6. OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. REINFORCED OR THAN 26. KNOCKOUTS SHALL HAVE A WALL PLAIN CONCRETE 18' THICKNESS OF 2m MINIMUM TO 2.5" MAXIMUM. 6' OR 12' PROVIDE A 1.5' MINIMUM GAP BETWEEN THE ALL METAL PIPE 21' KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH �X4�11 CPSSP* r JOINT MORTAR IN ACCORDANCE WITH STANDARD \� y STD. SPEC. 9 -05.20 18 SPECIFICATION 9 -04.3. j ONE #3 BAR HOOP FOR 6' • 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO TWO #3 BAR HOOPS FOR 12' 'L� �' SOLID WALL PVC STD. 21" THE LOWEST PIPE INVERT SHALL BE 5. PIPE ALLOWANCES SPEC. 9 -05.12 1 4. THE FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE RECTANGULAR ADJUSTMENT SECTION � s' PROFILE WALL PVC (STD. 21• CAST INTO THE ADJUSTMENT SECTION. 67 sF MAXIMUM SPEC. 9 -05.12 2 11GHTLINE DRAIN 26 •�� F �'• PIPE MATERIAL INSIDE 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED z DIAMETER *CORRUGATED FLOOR, AND THE WALLS MAY BE SLOPED AT A TO OUTFALL cn uj cs 6 6' OR 12' POLYETHYLENE STORM RATE OF 1:24 OR STEEPER. REINFORCED OR 12, SEWER PIPE 6. THE OPENING SHALL BE MEASURED AT THE TOP OF .27- o PLAIN CONCRETE THE PRECAST BASE SECTION. � t� 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER A � ALL METAL PIPE 15' THE BASIN HAS BEEN PLACED. ONE BAR HOOP FOR 6' HEIGHT • CPSSFW 12, TWO BAR HOOPS FOR 12' HEIGHT z #3 BAR EACH - ° (STD, SPEC. 9- 05.20) , CORNER 18' MIN. SOLID WALL PVC a- Z (STD. SPEC. 9- 05.120)) 15' �" ���• .E PROFILE WALL PVC 15, " 6 #3 BAR HOOP BAR EACI8COM N R a CSTD. SPEC. 9- 05.12(2)) �N�� ?8~ WATERTIGHT F R AAPLTORS PIPE SIZE PER PLAN "� Lu lb #3 BAR HOOP ► . CORRUGATED POLYETHYLENE Z� ?p. PLASTIC PIPING SYSTEMS c Lu ► - STORM SEWER PIPE •.. - ►.•° �" 8• NOTES: ce �* `N j CONTRACTOR TO PROVIDE DRAIN BASINS OR INUNE BASINS AND APPROPRIATE GRATES AS SUPPLIED BY ADVANCED DRAINAGE SYSTEMS, INC. PRECAST BASE SECTION �16- (ADS) OR APPROVED EQUIVALENT AT THE LOCATIONS SHOWN ON THE PLANS. CATCH BASIN TYPE 1 1 NOT TO SCALE 3 BAR INSTALLATION SHALL BE DONE PER THE MANUFACTURERS RECOMMENDATIONS. z PER WSDOT B- 5.20 -00 TWO 3 BAR EACHORNER OOPS EA 24" 3 SIDE BAR 5 YARD DRAIN iv NOT TO SCALE #3 BAR .r EACH WAY SEE NOTE 1 CATCH BASIN TYPE 11 lo" m NOT TO SCALE 9m SLOT -SEE DETAIL PER WSDOT B- 5.40-00 AND NOTE 1 8 3/4- HOl 0 Q N `co 3 1- 1" OPENING TYP. >� , LLJ (,/) � sstONAL �yCs N l 7" N 24" W 7 3/4- Z NOTES 15" e• e. 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 1 2' � ; . , '► ; 12" .. '••••� 0 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACIUTATE ° ' • ! SOUND ENGINEERING INC. Z CLEANING' 3/4" RAISED SQUARES, 3• 3/4" APART, 1/8" HIGH - CIVIL ENGINEERS N LAND PLANNERS 0 CATCH BASIN FRAME AND VANED GRATE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR 0 OR MANHOLE RING AND COVER THE RE FIBER JOINT " 1102 COMMERCE ST., SUITE 300 �- DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. PACKING 8 4 3 4 TACOMA, S ., SUITE HANDHOLD 4. PHONE: 253 573-00 0 ' KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. ( ) a FAx.(253) 573 -0142 PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF www.soundenginc.com - sound@soundenginc.com RECTANGULAR CICULR ADJUSTMENT SECTION THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN m ACCORDANCE WITH STANDARD SPECIFICATION 9 -04.3. ❑ • PROJECT: El 45" BEND CREEK ROAD 3 -RAT sA TnP CATCH BASIN DIMENSIONS ❑ -n MIXED USE CATCH MINIMUM ❑ ❑ WALL BASE MAXIMUM DISTANCE 2 in ft. IN EACH - Q DIAMETER ITH I CKNESS THICKNESS SIZE BETWEEN SEP R ❑ ❑ ❑ • ' CLIENT: KNOCKOUT L+J �� KNOCKOUTS A ATE BASE INTEGRAL BASE ❑ ❑ ' 48" 54' 80' 72" 84. OR 98" ❑ • • (rm.) 4" 6' 36' 8" 0.23 0.15 YELM CREEK BLDG.S LLC. ao = - 'o • •�•• MORTAR (.) r r r r ' r 54' 4.5 8■ 42r 8' 0.19 0.19 ❑ ; • 240 STADIUM WAY SOUTH TACOMA WA 98402 / 60 5 8 48 8' 0.25 0.25 TEL: 253 428 0 • STEPS OR r- - , ( ) 800 FAX: (253) 428 -8172 0 LADDER 72' 6' 8' 60" 12' 0.35 0.24 z • EMAIL: Q a N 84" 8` 12' 728 12" 0.39 0.29 = ' Off 96" 8' 12" 84' 12' 0.39 0.29 • a/o a 3 4" c� • ; -, e PROJECT ENGINEER: JEREMY HAUG �_- I E-MAIL: JHAUG @SOUNDENGINC.COM �" 1/2" WIDE, 1/8" HIGH ° PIPE ALLOWANCES RAISED BORDER �" ► , ; . ° ' ► • 0 t 1/4" PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DRAWN: V SISSECK BASIN BY N MORTAR FILLET N RE]NFORgNG STEEL (TYP.) DIAMETER CONCRETE METAL CPSSP W LL PROFILE ° N 00 1{ 12 PVC ® PVC m ► •' QR: JFH 07,21.08 (~� Ln : , . -�- . , r 48' 24' 30` 24` 27' 30' . BY DATE w s" "�&"�� > � °`'`/faa 54" 30' 36' 30' 27" 36" PLUG O 1. WHEN BOLT -DOWN GRATES ARE SPECIFIED IN THE CONTRACT PROVIDE TWO SLOTS . ' . a IN THE GRATE THAT ARE VERTICALLY ALIGNED WITH THE HOLES IN THE FRAME. 60' 36" 42' 36' 36' 42" / LOCATION OF BOLT -DOWN SCALE: NTS ` SLOTS VARIES AMONG DIFFERENT MANUFACTURERS. 72 42' 54' 42' 36" 48" ► ! d ;° °. ;' • DATE: 07.30.08 2. REFER TO STANDARD SPECIFICATION 9- 05.15(2) FOR ADDITIONAL REQUIREMENTS. "0' RING $¢' 54` 60" 54' 36" 48` • ► ° ° • ► PROJECT #: 07118.10 I 12' 96 60" 72' 60" 36' 48' 3. FOR FRAME DETAILS, SEE STANDARD PLAN B- 30.10. :. - 4. THE THICKNESS OF THE GRATE SHALL NOT EXCEED 1 5 8'. BOLT -DOWN SLOT DETAIL ;�1- GRAVEL BACKFlLL FOR a / SEE NOTE 1 B-I-- o r �a is °rt0 f,4 ; PIPE ZONE BEDDING 1Q CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9- 05.20) ® (STD. SPEC. 9- 05.12(1)) CLEAN OUT SHEET NAME: 6 NOT TO SCALE STORM DRAINAGE `t' ®(sm. SPEC. 9- 05.12(2)) G I PER WSDOT B- 65.40-00 NOTES AND DETAILS ° S RECTANGULAR HERRINGBONE GRATE 4 CAI�H BASIN TYPE 2 CALL 48 HOUR S 0 N NOT TO SCALE NOT E BE FORE YOU DIG PER WSDOT 8- 30.50 -00 cV 0 1- 800 - 424 -5555 C23 SHEET 23 OF 31 3RD 3 -v Ui _J Q w 0 ao r- i 0 0 z Q 0 00 r r r- 0 0 U W O I E CL I 0 s N cl v CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON WATER QUALITY NOTES AND DETAILS 30 "0 FRAME AND COVER (TYP) (SEE NOTE 4) FLOW SPREADER (TYP) PERMANENT POOL BAFF=LE WALL (NP) LADDER GRADE RING (TYP) -T 3' -4" ENERGY STORMFILTER UNDERDRAIN DISSIPATOR CARTRIDGE. (TYP) MANIFOLD (SEE NOTE 2) 8'x 16' STORMFILTER - SECTION VIEW 4' -6" MIN (SEE NOTE 7) THE STORMWATER MANAGEMENT StormFilter® U.S. PATENT No. 5,322,629, No. 5,707,527, No. 6,027,639 No. 6,649,048, No. 5,624,576, AND OTHER U.S. AND FOREIGN (02006 CONTECH Stormwater Solutions PATENTS PENDING ^.a"�L1mr1rALj(11 8'x 16' PRECAST STORMFILTER DRAWING WVA����r ��� PLAN AND SECTION VIEWS STORMWATER SOLUTIONS,. STANDARD DETAIL 112 contechstormwater.com DATE: 09/29/05 SCALE: NONE FILE NAME: SF816 -PC -DTL DRAWN: MJW I CHECKED: ARG APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: GENERAL NOTES 1) STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800) 548 -4667; SCARBOROUGH, ME (877) 907 -8676; ELKRIDGE, MD (866) 740 -3318. 2) FILTER CARTRIDGE(S) TO BE SIPHON - ACTUATED AND SELF - CLEANING. STANDARD DETAIL DRAWING SHOWS MAXIMUM NUMBER OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW. 3) PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 AND C858, DETAIL DRAWING REFLECTS DESIGN INTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 4) STRUCTURE AND ACCESS COVERS TO MEET AASHTO H -20 LOAD RATING. 5) STORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LESS DROP IS AVAILABLE, CONTACT CONTECH STORMWATER SOLUTIONS. 6) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST STORMFILTER VAULT EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS. 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM IS REQUIRED, CONTACT CONTECH STORMWATER SOLUTIONS FOR OTHER OPTIONS. 8) ANTI - FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTFACTOR, IF REQUIRED. BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF THE STRUCTURE. 9) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORhAATIC)N 30 "0 FRAME AND COVER (TYP) (SEE NOTE 4) BAFFLE FLOW WALL SPREADER BALLAST (SEE NOTE 8) d HEIGHT UNDERDRAIN WIDTH MANIFOLD 8'x 16' STORMFILTER - SECTION VIEW (02006 CONTECH Stormwater Solutions ^ -44 b1T 1rwLj STORMWATER - -�� �� SOLUTIONS„ contechstormwater.com CONTECH 8' X 16' STORMFILTER NOT TO SCALE 8'x 16' PRECAST STORMFILTER DATA STRUCTUREID SF WATER QUALITY FLOW RATE cfs 0.68 PEAK FLOW RATE cfs DIVERTED RETURN PERIOD OF PEAK FLOW rs) 100 # OF CARTRIDGES REQUIRED 28 CARTRIDGE FLOW RATE 15 OR 7.5 m 11.25 MEDIA TYPE (CSF, PERLITE, ZPG ZPG PIPE BATA: I.E. MATERIAL DIAMETER INLET PIPE #1 341.20 ADS 12" INLET PIPE #2 N/A OUTLC -T PIPE 338.20 ADS 12" RIM 346.17 FLOW —► 346.25 LADDE =R YES /NO ANTI - FLOTATION BALLAST WIDTH I HEIGHT N/A I N/A NOTES /SPECIAL REQUIREMENTS: THE STORMWATER MANAGEMENT StormhlterOO U.S. PATENT No. 5,322,629, No. 5,707,527, No. 6,027,639 No. 6,649,048, No. 5,624,576, AND OTHER U.S. AND FOREIGN PATENTS PENDING 8'x 16' PRECAST STORMFILTER TOP AND SECTION VIEWS, NOTES AND DATA 2 STANDARD [)ETAIL 212 DATE: 09/29/05 1 SCALE: NONE I FILE NAME: SF816 -PC -DTL DRAWN: MJW CHECKED: ARG CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 p z W 0 z� W U E3 W v d °w W � Q o � N q[ N .-a S Z U_ 4 I co N CA CA z W z o 0 Ln z CL. LU a 0 e 2n z 0 z 'D - 80 4"' �12'� 771z47 �ISEII SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573-0142 www.soundenginc.com N sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J SISSECK BY QR: JFH 07.21.08 ' BY DATE SCALE:NTS DATE: 07,30.08 PROJECT #: 07118 SHEET NAME: WATER QUALITY NOTES AND DETAILS L9 SHEET 24 OF 31 3RD SURMITTAI "P N1 N10 tv" CP -v a w 0 I 00 0 z Q Ly a0 t\ 0 0 N H U w 0 d / I E 0 O N N v ' SIZE A B 1. Hydrants shall be located in I I ROMAC 202S OR APPROVEQ APPROVE METER X radius unobstructed working area shall Grade Enamel LID - 1730 DI READER LID # 13312 1 1/2" 13 1 /4" 15" BOX - 8CF 1730 X 12 BASE 21/2 "Hose connection DEPT. OF PUBLIC WORKS OR APPROVED EQUAL I „ 2 17 1/4 15' 4 1/2" Steamer connection z) CURB 1' 1 - a CHECK VALVE INSULATED a BALL VALVE COPPER aI Valves shall conform to AWWA 509 -80. A TONING WIRE.. 3 METER BOX - -' -«- WRAPPED AROUND THE . 1 1/2" 2" 1 1/2 " -2" POLYETHYLENE LINE METER REST BALL VALVE 6-7 1 1/2 " -2" MALE Standpipe 17" L-- -A 1 1/2" - ADAPTER B NOTES N0. 2" - 2" RESILIENT BALL VALVE (CURB STOP) 12" 7) FORD PACK JOINT WEDGE 3' Minimum /� GATE VALVE CHECK VALVE ' �-- SERVICE SADDLE 1. Hydrants shall be located in I I ROMAC 202S OR Sun Yellow High 30" radius unobstructed working area shall Grade Enamel 2% SLOPE TO BOX # 13312 PUBLIC WORKS DIRECTOR 48" TO CENTER OF BOX 21/2 "Hose connection DEPT. OF PUBLIC WORKS American AVK Series 2780 or Mueller with threads I p. . 4 1/2" Steamer connection 14 GAUGE CURB 1' 1 - a CHECK VALVE INSULATED p .w v. BALL VALVE COPPER o.. a ,. Valves shall conform to AWWA 509 -80. A TONING WIRE.. 4'" p v Valves shall be Mueller M &H, Kennedy,-- WRAPPED AROUND THE . 1 1/2" 2" - Bll -666 - BII -777 METER REST PIPE (SEE 6-7 4. Fire Hydrant lock payment is required Standpipe GENERAL 1 1/2" - C86 - 6­61 B NOTES N0. 2" - C86 - 77 12" 7) FORD PACK JOINT CKD. DATE 3' Minimum CORPORATIO STO TYPE AB 1 JEG PLASTIC LINE (USE 200 BY -PASS VALVE PSI PHILLIPS DRISCO PIPE W /LOCKABLE CAP 5100 POLYETHYLENE PIPE) FORD BALL VALVE I WITH PACK JOINT do FEMALE 1 1/2 " -2" MALE I I.P. THREADS NIPPLE SERVICE SADDLE NOTES: CITY OF YELM, WASHINGTON 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL DEPT. OF PUBLIC WORKS PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1 /2 �� TO �? GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE 1 1/2" - FORD VBH 76 -15813 OR EQUAL 2" - FORD VBH 77 -15817 OR EQUAL APPRO DWG. NO. 4. ALL 1 1/2" AND 2" SADDLES WILL BE ---� 2" TAPS WITH BRASS 2" NIPPLE AND PUBLIC WORKS DATE 6 -' 3 2" RESILIENT WEDGE GATE VALVE AND 910 DIRECTOR HOUSING AND SOR -21 PVC PIPE HOUSING DES. DWN. CKD. 74/2007 ATE Es SEC TP 11/2" TO 2' METER SERVICE NOT TO SCALE 4" SCHEDULE 40 STEEL OR — REINFORCED CONCRETE MARKER POST STAMPED WITH "W" AND DISTANCE TO VALVE POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL TO MATCH HYDRAULIC COLOR CEMENT CONCRETE CLASS 300 4" DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CONCRETE CEMENT CONCRETE CLASS 3000 4 to 1' SIDE FRONT VALVE MARKER POST 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) NOTE: 3• 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL (SAME COLOR AS HYDRANT- SEE DETAIL 6 -7) 0 �t. 2, C7 b.. HYDRANT BOLLARD CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS VALVE MARKER POST & HYDRANT BOLLARD DETAIL 27a���� DWG. NO. 6 r 1 2 DES. DWN. CKD. DATE ES JEG TP 4/2007 VALVE MARKER POST & HYDRANT BOLLARD NOT TO SCALE CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON WATER SYSTEM NOTES AND DETAILS Top view operating nut M a 2.s' MIN. p W HYDRANT OFFSET See valve box and valve stem detail - 6-11 Ground 6" Flanged fire hydrant tee 6" Class 52 ductile iron pipe cut to length 6" gate valve, FL X MJ - See note below Varies 4 "x8 "x 16" concrete block Hydrant shoe Bockfill to top of drain ring housing bolts with 2 was rock as shown Plastic barrier between 6' x 6' sheet of „11 mil. plastic or thrust block and tee con- struction fabric, covering 2" washed rock es —Limits of payment 1. Hydrants shall be located in Paint Hydrant Weather shield fitting only Sun Yellow High and Hydrant Lock radius unobstructed working area shall Grade Enamel Bonnet # 13312 PUBLIC WORKS DIRECTOR CITY OF YELM, WASHINGTON Reliant style 929, Clow Medallion or 21/2 "Hose connection DEPT. OF PUBLIC WORKS American AVK Series 2780 or Mueller with threads I Centurion 4 1/2" Steamer connection 3. Gate valves shall be resilient wedge FIRE HYDRANT with NST threads be Mechanical joint by ANSI flanges. & 5" Storz adapter 4„ ��o� Valves shall conform to AWWA 509 -80. Style S -37 w /SC cap " ( s4 Valves shall be Mueller M &H, Kennedy,-- 18 -24" I Clow R/W or Wgterous Series 500. To suit 6-7 4. Fire Hydrant lock payment is required Standpipe trench DES. DWN. city will order and install. depth CKD. DATE 3' Minimum ES JEG TP 4/Z007 Each Pippe Joint 6" #1 106 E$AA Iron, 8 31 Inc. Megalug M a 2.s' MIN. p W HYDRANT OFFSET See valve box and valve stem detail - 6-11 Ground 6" Flanged fire hydrant tee 6" Class 52 ductile iron pipe cut to length 6" gate valve, FL X MJ - See note below Varies 4 "x8 "x 16" concrete block Hydrant shoe Bockfill to top of drain ring housing bolts with 2 was rock as shown Plastic barrier between 6' x 6' sheet of „11 mil. plastic or thrust block and tee con- struction fabric, covering 2" washed rock es Concrete thrust block 1. Hydrants shall be located in cast -in- -place against accordance with Section 6.060. fitting only In addition, a minimum three foot APPRO radius unobstructed working area shall DWG. N0. be provided around all hydrants. 2. Hydrants shall be Dresser M & H PUBLIC WORKS DIRECTOR CITY OF YELM, WASHINGTON Reliant style 929, Clow Medallion or DEPT. OF PUBLIC WORKS American AVK Series 2780 or Mueller =ES JEG Centurion 3. Gate valves shall be resilient wedge FIRE HYDRANT NRS with 0 -ring seals. Valve ends shall be Mechanical joint by ANSI flanges. Valves shall conform to AWWA 509 -80. APPR _ DWG. NO. Valves shall be Mueller M &H, Kennedy,-- ------ Clow R/W or Wgterous Series 500. PUBLIC WORKS DIRECTOR DATE 6-7 4. Fire Hydrant lock payment is required DES. DWN. city will order and install. CKD. DATE ES JEG TP 4/Z007 2 FIRE HYDRANT NOT TO SCALE �,1 STANDARD BLOCKING DETAIL NOT TO SCALE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: � r1 FIRE DEPARTMENT CONNECTION NOT TO SCALE YELM DETAIL 6 -4.4 RESTORATION DEPTH VARIES. \/N N TRENCH BACKFILL - - -� SEE NOTE 1, 2, 3 & 5 BEDDNO 4 TERIAL —� \ TRACE TAPE 12" TO 18" UNDER THE FINAL GRADE. — TRACER MIRE (SEE GENERAL WA TER NOTES NO. 7) I 6" MIN. 6" MIN. \> UNDISTURBED SOIL NOTES: 1 • A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED AT CONNECTION POINTS, 2. NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT. J. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 6— INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND C)R OTHER CITY APPROVED EQUAL. NO SUBSTUTIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE W500T STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED, CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO DWG. N0. PUBLIC WORKS DIRECTOR DATE 6-15 DWN. CKD. DATE =ES JEG TP. 4/2007 TYPICAL WATER MAIN TRENCH & BEDDING NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 W 0 z W U g ce w W "' LU 00 q°o FILL z �I CD N N z W cn o Z U O Z r a a eS,S,10NioOv 1 a a-3 / / SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 N FAX:(253) 573 -0142 www.soundenginc.com N sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT #: 07118 SHEET NAME: WATER SYSTEM NOTES AND DETAILS C25 SHEET 25 OF 31 ��;� �',: #I��R6TTA�. ' " a,1 � ,•2 710 3 N J w I 00 n O z Q w 00 n n O O / N F-- 0 w D O I E N_ co I 0 0 C4 N_ c v WATER MAIN INSTALLATION GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ABLY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1120, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)B. POLYVINYL CHLORIDE (PVC) PIPE (4 -12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OR 13, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. POLYVINYL CHLORIDE (PVC) PIPE (14-20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL To OR GREATER THAN THE SDR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16-INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL, JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVK. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2 -INCH WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UP' SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KT, MANUFACTURED BY 3 -M OR APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" 9 INCH INTO CONCRETE. - 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 11. CALL UNDERGROUND LOCATE AT 1 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION', CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. 14. AFTER COMPLETION OF ALL ITEMS SHOW ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A 'PUNCH LIST' PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE. 15.A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATIONS IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLAN& - 3' x 3' x 4" CLASS 3000 CONCRETE PAD OUTSIDE PAVED AREA i 12" ' RECESSED HANDLE TYPE COVER INLAND FOUNDRY #248 T VALVE BOX WITH 10" 8 3/4' "WATER" CAST IN LID 1� OR OFCO 910 FINISHED GRADE 1 R/1V GIB 1.�RC >`l>% l . � BoTMO UP TRENCH BOTTOM SEAL WITH AR4000W 1 10" OR 18" 1'0 ACP CSTC lA a � j o I f ! ----6" SDR 21 PVC PIPE BUTTERFLY VALVES. M CONFORMING TO ASTM Q VALVE OPERATING NUT OR 1 7/8" :2 3034. RISER PIPE TO BE COUPLING WELDED TO RISER SHAFT. PLUMB AND CENTERED 3/16" Thk X 5 1/5" DIA STEEL DEPT. OF PUBLIC WORKS OVER VALVE STEM. ., J SHAFT. STANDARD O XBI' STRUCTURAL VALVE BOX TO FIT OPERATING STEEL TUBING NUT. LENGTH AS REQUIRED. APPROVED d Lai z iJ A L WELDS TO SHAFT SHALL BE 114" PUBLIC WORKS DIRECTOR DATE 6-11 FILLET WELD ALL AROUND. DES. owN. CKD. DATE ES JEG TP 4/2007 U In BALLAST 0.5' CONCRETE CL 3000 INSIDE PAVED ROADWAY ! I. FINISHED GRADE VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED (LENGTH VARIES) >`l>% l . � BoTMO UP TRENCH BOTTOM NOTE: 1 10" OR 18" ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, GATE VALVE SHOWN- SIMILAR N INSTALLATION REQUIRED FOR ----6" SDR 21 PVC PIPE BUTTERFLY VALVES. M CONFORMING TO ASTM Q VALVE OPERATING NUT OR 1 7/8" 3034. RISER PIPE TO BE COUPLING WELDED TO RISER SHAFT. PLUMB AND CENTERED 3/16" Thk X 5 1/5" DIA STEEL DEPT. OF PUBLIC WORKS OVER VALVE STEM. ., VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED (LENGTH VARIES) 2 ST!���AR D VALVE BOX NOT CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON WATER SYSTEM NOTES AND DETAILS ■ a , - ■ CONTRACTOR SHALL COORDINATE WITH FIRE SYSTEMS DESIGNER ON EXACT SIZE OF RPBA NEEDED. IF A SIZE OF 3' OR LARGER IS REQUIRED, CONTRACTOR SHALL USE CITY OF YELM STANDARD DETAIL 6 -18. -�) 2' TYP, _.- CONCRETE THRUST BLOCK (TYP) p / 'd. '•' a ", y- -0 c� zz 2' TYP, x W GROUND TAPPING VALVE GATE VALVE FL x MJ STAINLESS STEEL FL x MJ TAPPING SLEEVE VALVE AND SLEEVE SHALL BE SUPPORTED AND BACKFILLED AS TEE SHOWN BELOW- RIGHT. 1/3 DIAMETER .. OF PIPE CONTROLLED DENSITY BACKFILL-, I-- Z' POURED WIDTH OF TRENCH SOLID BRICK SUPPORT CONCRETE THRUST BLOCK NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. CITY OF YELM, WASHINGTON 2. MJ CUT IN TEES SHALL NOT BE PERMITTED. DEPT. OF PUBLIC WORKS 3. SUPPORT VALVE AND SLEEVE CONNECTION TO CONTINUOUSLY THROUGH INSTALLATION. EXISTING MA ! N APPPPR- 0_VFQ, DWG. NO. t `tom k = ---- -- __ PUBLIC WORKS DIRECTOR DATE 6-"' 10 DES. DWN, CKD. DATE ES JEG TP 4/2007 1 CONNECTION TO EXISTING MAIN NOT TO SCALE PER YELP 6 -10 P 0 C Bi GRAVEL BASF MATERIAL LIST: 12" THICK T. SERVICE LINE 2. 90' BEND 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (D.S.H.S. APPROVED) 7. RELIEF VALVE 8. TESTS COCKS 9. DRAIN TO DAYLIGHT 10.PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. TO BUILDING OR IRRIGATION SYSTEM CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER - ARPROVE DWG. NO. 61 7 PUBLIC WORKS DIRECTOR DATE - DES. DWN, CKD. DATE KR JEG TP 4/2007 REDUCED PRESSURE BACKFLOW ASSEMBLY m 2. OR SMALLER NOT TO SCALE MEGA LUG RING MASTIC LAND MORTAR SADDILEE STRAP FLOW FROM MAIN - 2• GATk VALVE WITH 2 OPEN NUT 2' B.O.A. SEE 5 -4.1 B -10 CONCRETE METER 12' BOX WITH METAL LID t R/W LINFZ FOR DUAL SERVICE R/W LINE VALVE BDx 2' (LOA. FLG. COUPLING- - ADAPTOR, TYP. D.I.P. APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: MEGA LUG RING SEAL WITH AND Nv MORTAR -1 F: TE�COUPLING I FLANGE 12' MIN- COUPLING ADAPTOR BoTMO UP TRENCH BOTTOM NOTE: 1 ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, GATE VALVE SHOWN- SIMILAR EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND SUMP, SEE NOTE 9 12 MIN. Q VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL COUPLING WELDED TO RISER SHAFT. CITY OF YELM, WASHINGTON 3/16" Thk X 5 1/5" DIA STEEL DEPT. OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT. STANDARD O XBI' STRUCTURAL VALVE BOX TO FIT OPERATING STEEL TUBING NUT. LENGTH AS REQUIRED. APPROVED DWG. No. � A L WELDS TO SHAFT SHALL BE 114" PUBLIC WORKS DIRECTOR DATE 6-11 FILLET WELD ALL AROUND. DES. owN. CKD. DATE ES JEG TP 4/2007 2 ST!���AR D VALVE BOX NOT CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON WATER SYSTEM NOTES AND DETAILS ■ a , - ■ CONTRACTOR SHALL COORDINATE WITH FIRE SYSTEMS DESIGNER ON EXACT SIZE OF RPBA NEEDED. IF A SIZE OF 3' OR LARGER IS REQUIRED, CONTRACTOR SHALL USE CITY OF YELM STANDARD DETAIL 6 -18. -�) 2' TYP, _.- CONCRETE THRUST BLOCK (TYP) p / 'd. '•' a ", y- -0 c� zz 2' TYP, x W GROUND TAPPING VALVE GATE VALVE FL x MJ STAINLESS STEEL FL x MJ TAPPING SLEEVE VALVE AND SLEEVE SHALL BE SUPPORTED AND BACKFILLED AS TEE SHOWN BELOW- RIGHT. 1/3 DIAMETER .. OF PIPE CONTROLLED DENSITY BACKFILL-, I-- Z' POURED WIDTH OF TRENCH SOLID BRICK SUPPORT CONCRETE THRUST BLOCK NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. CITY OF YELM, WASHINGTON 2. MJ CUT IN TEES SHALL NOT BE PERMITTED. DEPT. OF PUBLIC WORKS 3. SUPPORT VALVE AND SLEEVE CONNECTION TO CONTINUOUSLY THROUGH INSTALLATION. EXISTING MA ! N APPPPR- 0_VFQ, DWG. NO. t `tom k = ---- -- __ PUBLIC WORKS DIRECTOR DATE 6-"' 10 DES. DWN, CKD. DATE ES JEG TP 4/2007 1 CONNECTION TO EXISTING MAIN NOT TO SCALE PER YELP 6 -10 P 0 C Bi GRAVEL BASF MATERIAL LIST: 12" THICK T. SERVICE LINE 2. 90' BEND 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (D.S.H.S. APPROVED) 7. RELIEF VALVE 8. TESTS COCKS 9. DRAIN TO DAYLIGHT 10.PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. TO BUILDING OR IRRIGATION SYSTEM CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER - ARPROVE DWG. NO. 61 7 PUBLIC WORKS DIRECTOR DATE - DES. DWN, CKD. DATE KR JEG TP 4/2007 REDUCED PRESSURE BACKFLOW ASSEMBLY m 2. OR SMALLER NOT TO SCALE MEGA LUG RING MASTIC LAND MORTAR SADDILEE STRAP FLOW FROM MAIN - 2• GATk VALVE WITH 2 OPEN NUT 2' B.O.A. SEE 5 -4.1 B -10 CONCRETE METER 12' BOX WITH METAL LID t R/W LINFZ FOR DUAL SERVICE R/W LINE VALVE BDx 2' (LOA. FLG. COUPLING- - ADAPTOR, TYP. D.I.P. APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: MEGA LUG RING SEAL WITH AND Nv MORTAR -1 - 1 PRECAST CONCRETE SEE DETAIL jl 6 -4.2 a IC AN - MAST D v v� PLAN VIEW { MORTAR FiOw TO FIRE DEPT. CONNECTION REMOVEABLE DOORS, SEE DETAIL jT 6 -4.2 FINISHED CRAVE - - lIl= IfhTj1= 3- MIN, F: TE�COUPLING I FLANGE 12' MIN- COUPLING ADAPTOR BoTMO UP I OS -Y NO. 1 INC 2 os -Y 1 GATE CHECK CH CK GATE MIN. 6 CHECK MIN, 3/4' (DCVA) VALVE 5/e' WATER METER, LADDER SEE NOTE 7. 6 -4.3 SEE CITY STD SUMP, SEE NOTE 9 12 MIN. NO. 303.2 FLANGE 12' MIN. COUPLING PRECAST CONCRETE VAULT ADAPTER SEE DETAIL 6 -4.2 MORTAR - 1 PRECAST CONCRETE SEE DETAIL jl 6 -4.2 a IC AN - MAST D v v� PLAN VIEW { MORTAR FiOw TO FIRE DEPT. CONNECTION REMOVEABLE DOORS, SEE DETAIL jT 6 -4.2 FINISHED CRAVE - - lIl= IfhTj1= 3- MIN, BoTMO UP 1 MODEL N0. 2 LADDER MEGA LUG SEE CITY STD RING NO. 303.2 FLANGE COUPLING ADAPTER EAL WITH MASTIC AND MORTAR MEGA LUG' I "" RING 2' GALV. ADJUS ABLE STEEL 12' MIN. PIPE SUPPORTS SEE NOTE 8 30' MAXI SEAL WITH MASTIC MORTAR ' s • ♦ • • • �. , • �' 12 MIN, 1 1/2- . . .. .. . . .v . �..._ . WASHED ROCK VALVE AT MAIN FLOOR TO SLOPE SUMP, SEE NOTE 1 TO DRAIN CITY STD. %303.2 CITY OF YELM SECTION DEPT. OF PUBLIC WORKS DOUBLE DETECTOR CHECK VALVE APPROVED DWG No. PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE ES JEG TP 4/2007 f,� DOUBLE DETECTOR CHECK VALVE NOT TO SCALE PER YELM 6-4 KUPFERLE #77 OR APPROVED EQUAL -- 2' GALV. PLUG - 2" SLEEVE COUPLING 18` VALVE BOX TOP- .-- B -10 CONCRETE METER BOX WITH METAL UD STRAP wfTH2E O VALVE PEN FIRE LINE -24" VALVE BOX BOTTOM �2' GALV. PIPE 2" ST. ELBOW GALV. CITY OF YELM DEPT. OF PUBLIC WORKS 2 INCH BLOW --OFF ASSEMBLY APPRQy�� DWG. N0. PUBLIC WORKS DIRECTOR DATE DES. DWN. K DATE ES JEG TP 4/2007 DOUBLE DETECTOR CHECK VALVE NOTES NOT TO SCALE PER YELM 6-4.3 CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 z w a v z w v w w Lu P-4 ail ocLU CO cl- �4 0 � N .� ce N s z_ n LCl N Ln z w to o z � 0 Ln ai CA- z 0 z . H0, of sEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound@soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT #:07118 SHEET NAME: WATER SYSTEM NOTES AND DETAILS C26 I SHEEt 26 OF 31 3R!� ��.i,l#?I�I+ it•1l I 1 �k r'.i�10 FROM . HOUSE 3 .0 Q F- Ld co r N a Z Q co r` O n O O N U W O E _M co I 0 0 N N T C 0 EDGE OF 2' WATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS NON - PROTECTED AREAS (LAWNS, ETC.) 2' -0' TAIL REQUIRE SERVICE BOXES (CARSON OR RICH) ABOVE GROUND 1 EXISTING GROUND �i.• nr STANDPIPE PVC C.O. - DOUBLE SWEEPING TEE FERNCO COUPLING OR APPROVED EQUAL 6" x 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT NEW 4" PVC SEWER LINE (TYP) (3034) 2% SLOPE TO TANK-) TOP OF STEP TANK BAFFLE FERNCO COUPLING OR APPROVED EQUAL CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL CONNECTION DWG. NO. PUBLIC WORKS DIRECTOR DATE 7­7 DES. DWN. CKD. DATE — JY JEG TP 4/2007 TYPICAL CONNECTION FROM 1 BUI�l IN G TO STEP TANK NOT SCA LE FINISHED GRADE 30 "0 RISER — ALARM HIGH LEVEL LAG ON /OFF (4.5" DRAWDOWN ON TO OFF)-- 6 LEAD ON /OFF 6" -i (4.5' DRAWDOWN ON TO OFF) LOW LEVEL ALARM 6" REDUNDANT OFF 25" 6" MIN. BEDDING 000 a� �v } 7m CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APPROVE DWG. N0. - PUBLIC WORKS DIRECTOR DATE 7-14 DES. DWN. D. DATE JY JEG TP 4/2007 FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT NOT TO SCALE CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON S.T.E.P SEWER NOTES AND DETAILS SPLICE TO EXISTING 14 GAUGE TONING FINISH WIRE GRADE pp cV TO STEP TANK CONNECT TO EXISTING PVC SERVICE LINE i" KBI BALL VALVE, SL x SL^- -� 1" CHECK VALVE INSTALLATION NOTES: ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER OF CARSON BOX IN PLANTER STRIP ON BOTH 1' SIDES OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 2' BALL AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. 3. SERVICE BOX - CARSON INDUSTRIES MODEL NO. 1419B WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ "SEWER" (USE IN NON- TRAFFIC AREAS) [14 GA. OF HEAVY INSULATED COPPER TONING WIRE ALL TONING WIRE SPLICES SHALL BE CONNECTED BY USING D.B.Y. KITS MANUFACTURED BY 3M STEP MAIN 1" SCHEDULE) 40 PVC SWP PVC SWING CHECK VALVE SL x SL 1" KBI BALL VALVE. SL x SL_j 1" PVC NIPPLE, SL x SL - 1" x MAIN OIA. PVC REDUCING TEE SLxSLxTH OR PIPE SADDLE -- Le 2 0 m CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL 1" SERVICE CONNECTION APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. SATE JY JEG TP 4/2007 NOTE THIS PROJECT USES 2" SERVCE LINES. PIPE SIZE CALLOUTS IN THIS DETAIL TO BE INCREASED ACCORDINGLY. TYPICAL 1' SERVICE CONNECTION FROM STEP TANK TO FORCE MAIN NOT TO SCALE 1' DEPTH OF SILT OR CLAY, SLOPE TO DRAIN 1/2 BASE COURSE DIAMETER UNDISTURBED EARTH GENERAL NOTES: 1. ROCK WALLS SHALL BE CONSTRUCTED OF 3 —MAN TO 2 —MAN ROCKS FROM BOTTOM TO TOP. ROCK SIZES ARE AS FOLLOWS. 2 —MAN ROCK (300 TO 600 LOS.) 13 INCHES IN LEAST DIMENSION. 3 —MAN ROCK (600 TO 1200 LBS.) 16 INCHES IN LEAST DIMENSION. 2. THE ROCK WALL SHALL BE INSTALLED WITH A SMOOTH FACE. 3. THE LONG DIMENSION OF THE ROCKS SHALL BE PER- PENDICULAR TO THE FACE OF THE WALL TO PROVIDE MAXIMUM STABILITY. 4. EACH ROCK SHALL BE PLACED SO AS TO LOCK INTO TWO ROCKS IN THE LOWER TIER. 5, CALL FOR INSPECTION PRIOR TO SETTING ANY ROCKS. S. DESIGNS VARYING FROM THAT SHOWN SHALL CARRY THE SEAL OF A CIVIL ENGINEER. NOT TO SCALE 0'oo- 4oe 8" MIN. GRAVEL BACKFILL FOR WALLS PERF. DRAIN IF REQ. BY CITY ENGINEER I CITY OF YELM I DEPT. OF PUBLIC WORKS ROCK WALL APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 4-18. DES. DWN. CKD. DATE S -C S -C S -C 10/3/94 MANHOLE RING AND COVER. CONCRETE COLLAR -\ 1 "J 14 GA. COPPER TONING WIRE 2' -0" TAIL INTO RISER -- -� z 0 21'0 RIBBED PVC RISEN W/ BOLT ON FIBERGLASS LID BY ORENCO OR EQUAL CARBON FILTER — EXISTING GROUND 1" AIR RELEASE VALVE OR 2" COMBINATION AIR RELEASE VALVE do VACUUM VALVE 2" RIGID FINISH GRADE SHALL INSULATION BE WITHIN 1 "f 1/4" / OF TOP OF UP. I 14 GAUGE TONING WIRE 1/2" PVC TRUE UNION BALL VALVE , 1" PVC TRUE UNION BALL VALVE I SLOPE UP �- - - -- — — — — — — — — — — — I 7ROMAC SCHEDULE 40 PVC PVC ELL. SLxTH SCHEDULE 80 PVC IPT NIPPLE ELF TAPPING PVC SADDLE MODEL 304 OR EQUAL SSURE SEWER MAIN NOTE: PLACE IN A NON- TRAFFIC AREA, UNION JOINTS SHALL BE SOLVENT WELDED, CITY TO FIELD LOCATE. fCITI:FI E MINIMUM OF 8" OF PEA GRAVEL BACKFILL FOR DRAIN APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE APPROVE DWG. NO. � PUBLIC WORKS DIRECTOR DATE 7-12 DES. I DWN. CKD. JY JEG TP 4/2007 w O v Z-- W U O W U a W Lu Ln 2 2 ce a o � N .-i IU- m I m N N z w Ln z C) o O Cie Z d Lu a Z C5 Z TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE NOT TO SCALE c�`i� Og ses9 CONTRACTOR TO EPDXY TWO 1" PVC PIPE PIECES 1" LONG TO FIBERGLASS LID FOR LIFTING A-'--COMPACTED BACKFILL RISER WITH FIBERGLASS LID ORENCO SYSTEMS, INC., OR EQUAL. • 21" PVC RISER REQUIRES 24" RING & CAST IRON COVER 24" PVC RISER REQUIRES 30" RING & ALUMINUM COVER 30" PVC RISER REQUIRES 36" RING & ALUMINUM COVER CI TY OF YELM DEPT. OF PUBLIC WORKS TRAFFIC BEARING LID APPROVE DWG. NO, PUBLIC WORKS DIRECTOR DATE — 6E_S I CKD. DATE JY .JEG TP 4/2007 TRAFFIC BEARING LID FOR STEP TANKS NOT TO SCALE STEP SYSTEM NOTE STEP SEWER SYSTEM BEYOND INLET WILL BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF YELM. CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 4Y IONAL V, 10 /.1;01 sEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com N sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: P. HELLER BY QR: JFH 07.21.08 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT #: 07118 SHEET NAME: S.T. E. P. SEWER NOTES AND DETAILS C27 ' SHEET 27 OF 31 3A0 SU���T�AI s�N 12 rn 3 J_ Q H W D 00 O N (9 Z Q cr / 00 n O n O O N H U W 3 O Ir d GJ E a- 04 d- :. lo, N c v Ign ISIIRMITTAI -Pm 1 o min cp 3 '9 cn J H W 00 t` 0 0 z Q x i 00 O 0 0 N U W O x I E coa M 0 s N N r 0 *PUMP PIPE O.D. CONTROL PANEL cfl� GARAGE CONTRACTOR TO DIRECTED BY " WALL SHIM, ETC. TO ENGINEER. '• -.'�i� %'{ " ACCOUNT FOR OiD. DIFFERENT TYPES 0 .• <<� OF SIDING --- to ° 3/4" PVC (CONTRACTOR TO o TYPE CONDUIT FORM BOTH CONDUITS o zc� CRUSHED 4" CRUSHED SURFACE AS SHOWN FOR BOTH N MW SURFACE 3/4" LB CONDUITS) ----� k ►z- L� EIECTRICAL o i LINE FROM TO ELECTRICAL 3" MIN, GRADE B A.C. PAVING OVER 4" CRUSHED SELECT BACKFILL UNDER HOUSE PANEL CONDUIT COMPACT TO 95% GRADES AND CURBS TO STEP TANK w - SLOPES SHALL MATCH _j...- FOOTING /STEM CONCRETE SURFACE TO STEP - - SELECT BACKFILL WALL (DRIVEWAY /SIDEWALK) TANK COMPACT TO 95X NATIVE BACKFILL TEXTURE. AND GRADE. FINISH GRADE SHALL BE SMOOTH do CONSISTANT LAWN /LANDSCAPE *LOCATION OTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. GARAGE WALL PUMP CONTROL PANEL * STAINLESS STEEL TWO I HOLE STRAPS AS REQUIRED TO SECURE CONDUIT TO WALL EXISTING GROUND • z \ N � TO STEP TANK 12" CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE PPR V DWG, N0. lt� � '_5 PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. AT JY JEG TP 4/2007 TYPICAL PUMP CONTROL PANEL VALVE BOX, RICH NO. 910 OR EQUAL W/ COVER MARKING TO READ "SEINER" CONCRETE SLAB 2' x 2'-••-� CENTERED ON VALVE W/ 4 -#4'S EACH WAY TOP 6" PVC PIPE ASTM D --3034 (WHITE) PVC SEWER MAIN DO NOT COVER BOLTS W/ CONCRETE Fly_` 'r ` ' y: UNDISTURBED SOIL DOTE: 2" & 3" VALVES MAY BE BELL x BELL AT THE CONTRACTORS OPTION VALVE NUT EXTENTIONS REQUIRED TO BRING NUT TO WITHIN 12" OF THE SURFACE. = j--1 1/2- CLR. "' r • a A TYP. - -- TONING WIRE, BRING TO SURFACE IN VALVE BOX —DRILL 1/2" HOLE OR SLOT FOR WIRE �� GATE VALVE, MJ x MJ -2 - #4 BARS CONCRETE SUPPORT BLOCK FOR VALVES 2" AND LARGER CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL SEWER MAIN LINE GATE VALVE A DWG. NO. PUBLIC WORKS DIRECTOR DATE 7-21 DES, DWN. CKO. ATE JY JEG TP 4/2007 TYPICAL SEWER MAIN LINE GATE VALVE 3 NOT TO SCALE CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON S.T.E.P, SEWER NOTES AND DETAILS SANITARY SEWED MAIN INSTALLATION GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT /APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT —OF —WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL U11UTY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC NON — BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND 11ED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D: OR APPROVED EQUAL THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON — BIODEGRADABLE, METAL CORE BACKING MARKED "POWER ". TAPE SHALL BE FURNISHED BY CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COMPAC11ON OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. RESTORATION SURFACE SEE RESTORATION TAI�LE ABOVE $„ TYP. SEE RESTORATION TABLE FINISH GRADE— CSBC = CRUSHED SURFACE BASE COURSE CSTC - CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APPRO= DWG. NO. PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD, DATE JY JEG TP 4/2007 TYPICAL PIPE TRENCH 4 NOT TO SCALE SANITARY SEWER MAIN INSTALLATION GENERAL NOTES CONT. 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE— REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON —OFF" SWITCH CONTROLLING POWER TO PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL # 5031 -0 RAYNTITE SINGLE GANGE WEATHERPROOF COVER 1.406" DIAMETER. 20. INSPEC1IONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR N0110E TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: a) TANK INSTALLATION, I.E.; BEDDING AND LOCATION b) TANK INFILTRATION, EFLLTRATION TEST c) S.S. PRESSURE TEST d) SERVICE LINE PRESSURE TEST e) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. NATIVE OR SELECT PIPE O.D. BACKFILL AS cfl� q DIRECTED BY " ENGINEER. '• -.'�i� %'{ " OiD. MIN. .• <<� RESTORATION TABLE 1 SURFACE THICKNESS BACKFILL/ COMMENTS/ TYPE COMPACTION REQMNTS. OTHER REQUIREMENTS CRUSHED 4" CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 955: SMOOTH do CONSISTANT L� WITH EXISTING i A.C. PAVEMENT 3" MIN, GRADE B A.C. PAVING OVER 4" CRUSHED SELECT BACKFILL FINISH ROADWAY TO CONFORM TO ALL EXISTING OVER GRAVEL BASE SURFACE TOP COURSE COMPACT TO 95% GRADES AND CURBS SLOPES SHALL MATCH CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS COMPACT TO 95X NATIVE BACKFILL TEXTURE. AND GRADE. FINISH GRADE SHALL BE SMOOTH do CONSISTANT LAWN /LANDSCAPE IiYDROSEED/ PLANTINGS OVER 4" MIN. TYPE A TOP SOIL COMPACT TO 85X NTH EXISTING GRADE UNIMPROVED SUFACE N/A NATIVE BACKFILL MOUND BACKFILL 2" ABOVE EXISTING COMPACT TO 85% GRADE & SMOOTH CSBC = CRUSHED SURFACE BASE COURSE CSTC - CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APPRO= DWG. NO. PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD, DATE JY JEG TP 4/2007 TYPICAL PIPE TRENCH 4 NOT TO SCALE SANITARY SEWER MAIN INSTALLATION GENERAL NOTES CONT. 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE— REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON —OFF" SWITCH CONTROLLING POWER TO PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL # 5031 -0 RAYNTITE SINGLE GANGE WEATHERPROOF COVER 1.406" DIAMETER. 20. INSPEC1IONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR N0110E TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: a) TANK INSTALLATION, I.E.; BEDDING AND LOCATION b) TANK INFILTRATION, EFLLTRATION TEST c) S.S. PRESSURE TEST d) SERVICE LINE PRESSURE TEST e) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. NATIVE OR SELECT io BACKFILL AS DIRECTED BY " ENGINEER. '• -.'�i� %'{ " MIN. .• <<� L� i BEDDING MATERIAL FOR FLEXIBLE PIPE (SECTION 9 -03.16 WSDOT 1994 STANDARD SPECIFICATIONS) CITY OF YELM DEPT. OF PUBLIC WORKS FIBERGLASS TANK BEDDING APPROVED DWG. NO. PUBLIC WORKS OIRECTOR DATE DES, OWN. CKD. DATE JY JEG TP 4/2007 FIBERGLASS TANK BEDDING NOT TO SCALE PER YEW 7 -16 APPROVED FOR CONSTRUCTION BY. DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: FORM CONDUITS TO POST OR CHANNEL. SEE TYPICAL PUMP CONTROL PANEL DETAIL DRAWING X16. �-O-I PUMP CONTROL 1107 PANEL PVC CONDUIT 4 "x8 *' PRESSURE TREATED POST ATTACH CONDUIT TO POST WITH STAINLESS STEEL TWO HOLE STRAPS CONCRETE EXISTING GROUND K io M R' TO NEW TO STEP TANK ELECTRICAL PANEL 12" DIA. CITY OF YELM DEPT. OF PUBLIC WORKS REMOTE POST - RESIDENTIAL PUMP CONTROL PANEL INSTALLATION AP_ PE" DWG. NO. ,1.i, _""""— PUBLIC WORKS DIRECTOR DATE 7-4 DES. WN, CKD. DATE JY JEG TP 4/2007 CONTROL PANEL INSTALLATION ON SIDE OF STRUCTURE NOT TO SCALE 2' -0" PVC PIPE WITH /� I THREADED PLUG 6" PVC PIPE ASTM D - 3034 (WHITE) i- 2' -90' BEND CONCRETE BLOCK— a � a. n SCH 40 PVC PIPE FROM. VALVE W /SOLVENT WELD JOINTS. PIPE TO BE SAME SIZE SEWER MAIN a" RICH NO. 910 VALVE BOX, OR EQUAL WITH COVER MARKING TO READ "SEWER" (TYP.) #4 0 7" O.C. EACH WAY TOP DRIP 1/2" HOLE OR SLOT FOR WIRE GATE VALVE SHALL BE SAME SIZE AS MAIN (MJxMJ) TONING WIRE /-CONNECT TO MAINLINE USE EXPANSION FITTINGS AS REQUIRED VALVE NUT EXTENTIONS REQUIRED TO BRING MUT TO WITHIN 24' OF THE SURFACE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL.... END OF LINE CLEANOUT APPROVZQ__ DWG. NO. PUBLIC WORKS DIRECTOR DATE DES. I DWN. CKD. PAT JY JEG TP 4/2007 6 END OF LINE LE AN OUT NOT TO SCALE PER YEW 7 -20 CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 v z w ow w Lu U) Cu LU OC Q o � N U- co CD N Ln z w z � O Lu Z Lu ice 0 Z �j ID . Ho of 1►ns8, SSIONAL 0(' IsFS] SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 0040 - FU:(253) 573 0142 www•soundenginc.com sound@soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT #: 07118 SHEET NAME: S.T.E.P. SEWER NOTES AND DETAILS SHEET 28 OF 31 3RD SitB�IIiTAi SAN 12 ZOtO 10' 30' 10' CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON CHANNELIZATION NOTES AND DETAILS 10' 30' 10' NO —PASS LINE & TWO WAY LEFT TURN CENTER LINE SEE CONTRACT FOR LENGTH YELLOW OR WHITE - SEE NOTE 2 1. Dotted Extension Line shall be the some color as the line it is extending. 2. Edge Line shall be white on the right edge of traveled way, and yellow on the left edge of traveled way (on one —way roadways). Solid Lane Line shall be white. 3. The distance between the lines of the Double Center Line shall be 12" everywhere, except 4" for left turn channeliz- ation and narrow roadways with lane widths of 10 feet or less. Local Agencies (on non —State Routes) may specify a 4" distance for all locations. The distance between the lines of the Double Lane Line shall be 4". 4' Wide Lane Line shall be white. Wide Line shall be yellow or white as specified in the Plans. LINE MARKING PATTERNS NOT TO SCALE A PORTION OF WSDOT M- 20.10 -00 3 -v vi J w 0 00 h c� z Q X 00 r- 0 n 0 0 N / U w O I E a N d- et I 0 0 N N Ir- 0 STOPPING POINT FOR LEFT TURN LANE 0 Q 0 0' O o' 0 o' o Q TWO -WAY LEFT -TURN CENTER LINE YELLOW 4" OR 12" - o SEE NOTE 3 YELLOW - DBL. CTR. LINE, WHITE - DBL. LANE LINE SEE CONTRACT FOR LENGTH OF STORAGE LANE 50' J JI Fs 100' 10' (TYP. ) N SYMBOL & LANE I 1' -10" I i� MARKING AREA 17.44 SQ.FT. TYPE 1 TRAFFIC ARROW 00 1 00 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: SYMBOL & LANE Use the dimensions shown on this plan for each type Traffic Arrow being placed on roadways with I a posted speed limit of 45 mph or higher. 2' -0" Ft 100' 500' MAX. WHITE EDGE LINE TWO -WAY LEFT -TURN 20' TO 2W � CENTER LINE O _z CO O 77 MAO- MEN&— noun— U WIDE LANE LINE DOUBLE CENTER LINE (YELLOW) 10' TYP.) (NARROW PATTERN) TAPER F — O J WHITE EDGE LINE NO PASS LINE co J — (WHEN REQUIRED) _j `- CENTER LINE O _ DOUBLE CENTER LINE (YELLOW) J (NARROW PATTERN) i0 LEFT TURN CHANNELIZATION NOT TO SCALE A PORTION OF WSDOT STD PLAN M- 3.40 -00 4 is — 0" 1' — 811 2' -411 �ELLIPSE "A" AXIS 1' — 4" ELLIPSE "B" AXIS TYPE 2L ( LEFT) TRAFFIC ARROW SYMBOL MARKINGS 3 NOT TO SCALE PER WSDOT M- 24.40 -01 (SHEET 1 OF 2) TO 25' 1. The channelization shown on this plan assumes optimal roadway geometric design. The dimen- sions may vary to fit existing conditions. See Contract. L —12' Typical Lane Width. See Contract for specified lane widths. Type 2L Traffic Arrow MARKING AREA 17.93 SQ.FT. TYPE 2R (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 2L TRAFFIC ARROW CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 t2 w 0 U F- z w 7 7: W W w E�U;11 LIJ 00 z Q N ° � N z �I m N cJ) z o 0 U cn z �i a w ° EU ne 10-110 MISEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 N FAX:(253) 573 -0142 www,soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE: NTS DATE: 07,30.08 PROJECT #: 07118 SHEET NAME: CHANNELIZATION NOTES AND DETAILS ' SHEET 29 OF 31 DIMENSION TAPER DIMENSION 170' 360' 120' 160' 330' 110' 150' 300' 100' 140' 270' 90' 130' 240' 80' 120' 210' 70' 110' 180' 60' 100' 150' 50' 90' 120' 1 40' 4 is — 0" 1' — 811 2' -411 �ELLIPSE "A" AXIS 1' — 4" ELLIPSE "B" AXIS TYPE 2L ( LEFT) TRAFFIC ARROW SYMBOL MARKINGS 3 NOT TO SCALE PER WSDOT M- 24.40 -01 (SHEET 1 OF 2) TO 25' 1. The channelization shown on this plan assumes optimal roadway geometric design. The dimen- sions may vary to fit existing conditions. See Contract. L —12' Typical Lane Width. See Contract for specified lane widths. Type 2L Traffic Arrow MARKING AREA 17.93 SQ.FT. TYPE 2R (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 2L TRAFFIC ARROW CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 t2 w 0 U F- z w 7 7: W W w E�U;11 LIJ 00 z Q N ° � N z �I m N cJ) z o 0 U cn z �i a w ° EU ne 10-110 MISEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 N FAX:(253) 573 -0142 www,soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE: NTS DATE: 07,30.08 PROJECT #: 07118 SHEET NAME: CHANNELIZATION NOTES AND DETAILS ' SHEET 29 OF 31