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20070404 Full Size Construction Plan 08132008rn 3 -o 0 N 1 00 co 0 0 cV O 0 U 010 in 0 z a x 00 0 0 0 W 0 o: 0 M N O_ I 00 0 0 N d' 0 rn a 60 GRAPHIC SCALE 60 120 ( IN FEET ) 1 inch = 60 f1~ 240 CREEK ROAD MIXED USE APPROVED FOR CONSTRUCTION A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, i RANGE 2 EAST W.M. BY: DATE: ENGINEERING PLANS EXAMINER CITY OF YELM, THURSTON COUNTY, WASHINGTON COVERSHEET APPROVAL EXPIRES: CURRENT OWNER UTILITIES N -' -- -- 1 YELM CREEK BL.DG.S, LLC. WATER: CITY OF YELM a 240 STADIUM WAY SOUTH SEWER: CITY OF YELM a- - TACOMA, WA 98402 POWER: PSE BLDG. -— ; / (253) 428 -0800 GAS: PSE I � � BLDG. BLDG, BLDG, �� m PALOUSE AVE. S.E. SURVEYOR PARCEL & ADDRESS I H G c SHORELINE BUFFER LINE Epp ATER PRIZM SURVEYING 64303400400, 64303400501 AND 8/20 0 6c P.O. BOX 110700 °' 15' TED R 64303400502 ��` Unc TACOMA, WA 98411 10520 CREEK ST SE 1 (253) 404 -0983 YELM, WA AC�SSWAY E � ARCHITECT -14 1 200'(nP BASIS OF BEARING 7\ ,.� WETLAND CASEY GROUP ARCHITECTS N 01'57'11' E FOR THE WEST UNE OF THE NORTHWEST BOUNDARY 5521 A 100TH STREET SW QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY LINE LAKEWOOD, WA 98499 PUBLISHED MONUMENTS 788 AND GPS2. I BLDG. (253) 584 -5207 F 1 LEGAL DESCRIPTION WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) LOT 4, BLOCK 34 OF MCKENNA IRRIGATED LIME LOG. a TRACTS, AS PER PLAT RECORDED IN VOL ELEVATION DAT U M I A ¢ 9 OF PLATS, PAGE 43; u, B NAVD 88 I u i I U BLDG. c� 100 YEAR- THURSTON COUNTY PUBLISHED BENCHMARK 784A ~ IN THURSTON COUNTY, WASHINGTON Hi- FLOODPLAIN ` TY, # i I BLDG, UNE LOT 5 IN BLOCK 34 OF MCKENNA IRRIGATED FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. 0' (TIP•)" TRACTS AS RECORDED IN VOLUME 9 OF POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. I i BLDG BLDG PLATS, PAGE 43; EXCEPTING THEREFROM THE CORNER OF TRAFFIC SIGNAL BOX, 22 S.W. FROM CENTER OF I B __ WEST 387.2 FEET AND EXCEPTING ALSO THE BALD HILL RD. I w o C SOUTH 10 FEET FOR SECONDARY STATE ELEVATION — 359.66 V I HIGHWAY NO. 5 —H AND EXCEPTING ALSO THAT R I o m U PORTION CONVEYED TO STATE OF WASHINGTON U 0 S.E. 11 VICINITY MAP NOT TO SCALE z w O z LU z I z Lu z � O z cl- c c _ BY DEED RECORDED APRIL 15, 1985 UNDER c c 9 .6 AUDITOR'S FILE NO. 8504150149; EXISTING LEGEND PROPOSED ACCESS WAY F �� c c c� 200' (TIP. I IN THURSTON COUNTY WASHINGTON. � FOUND SECTION CORNER °z I D 0 30 00010 300 LLL11j �� WETLAND ! STATISTICAL INFORMATION ►O•" FOUND QUARTER CORNER . BUFFER LINE I ` ' ZONING: COMMERCIAL ZONE (C -1) FOUND MONUMENT I A (1(� ' OFFICE P�OL SITE AREA (NET): 748,075 S.F. (17.17 ACRES) FOUND IRON PIPE I ACCESS WAY A IIIII111 C) BLDG DENSITY PRO DED: 5.9UUNITSA PER ACE (64 UNITS TOTAL) WED AS RESIDENTIAL) CALCULATED MONUMENT ` ` "'""�'' VIII NUMBER OF STORIES (RESIDENTIAL): 3 LIGHT ___ ' _ BUILDING HEIGHT (RESIDENTIAL) 40 -FOOT MAX.: STORM CULVERT PARKING REQUIRED (RESIDENTIAL): 2 STALLS PER UNIT (328 STALLS) I PARKING PROVIDED (RESIDENTIAL): 2.02 STALLS PER UNIT (331 TOTAL) ® IRRIGATION CONTROL VALVE COMMERCIAL BUILDING AREAS: 45,540 TOTAL SQUARE FEET BETWEEN FIVE BUILDINGS -o- UTILITY POLE PARKING REQUIRED (COMMERCIAL): AVERAGE OF 1 STALL PER 250 SQ.FT. OF THE GFA ¢ — STREETLIGHT 1 �� � ' ���� aaZ� p, (182 STALLS) �- GUY ANCHOR i PARKING PROVIDED (COMMERICAL):1 STALL PER 244 SQ. FT. OF THE GFA (187 TOTAL ,Z . HT10 STALLS) ❑ oe T TELEPHONE RISER WA SHEET INDEX COTTONWOOD TREEo���� SITE COVERAGE: APPROXIMATELY 55% OR 412,685 SQ. FT. (INCLUDES EXISTING �. ._.•�% L.,., � C1 COVER SHEET DEVELOPMENT) CHERRY TREE � �6 , h � C Z DIMENSIONING A HORIZONTAL CO NTR OL PL AN � W A TER VALV E ►� Ci TEMPORARY EROSION A SEDIMENTATION CONTROL PLAN � WATER FIRE HYDRANT (FH) 0��ss of�1"' G C4 TEMPORARY EROSION A SEDIMENTATION CONTROL PLAN NOTES A DETAILS NAL FIRE DEPARTMENT CONNECTION -l- I C6 OVERALL GRADING AND DRAINAGE PLAN sl Q_ •_____ DOUBLE DETECTOR CHECK VALVE ASSEMBLY EXPIRES to -- - .` S� —- --I -._ _.,_. - - - __ -_ CO OVERALL GRADING AND DRAINAGE PLAN FORCE LINE ELBOW s— — - — S -- C7 ROAD, STORM, AND UTLITIES PLAN APROFILE - ACCESS WAY A 3-�" _ e _._ {- _ �, — -�- C8 ROAD STORM AND UTLITIES PLAN S PROFILE - ACCESS WAY A �; a MAIL BOX - CO ROADs STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY 8 © CABLE RISER i ,� - -� - --�--- C10 ROAD, STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY C �, HOSE BIB FILL SPECIFICATIONS C11 ROAD, STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY D 1 SOIL LOG SOUND ENGINEERING, INC. C13 ROAD, STORM, AND UTLITIES PLAN A PROFILE - ACCESS WAY E CIVIL ENGINEERS N LAND PLANNERS FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR SOILS REPORT NOTES rD GAS VALVE 1102 COMMERCE ST., SUITE 300 WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. THE FOLLOWING SOILS REPORT NOTES FOR THE SITE CIS ROAD, STORM, AND UTLITIES PLAN S PROFILE - ACCESS WAY E STORM DRAIN CATCH BASIN (CB) ® TACOMA, WA 98402 SHALL BE CONSIDERED PART OF THESE C14 ROAD, STORM, AND UTLITIES PLAN & PROFILE - ACCESS WAY F PHONE: (253) 573.0040 N FAx:(253) 573.0142 CONSTRUCTION DOCUMENTS: C15 ROAD, STORM, AND UTLITIES PLAN S PROFILE - ACCESS WAY F STORM DRAIN MANHOLE (BONN) O www.soundenginc.com N sound @soundenginc•com TRENCH NOTE SOIL INVESTIGATION PERFORMED C16 ROAD, STORM, AND UTLITIES PLAN A PROFILE - CREEK STREET SANITARY SEWER MANHOLE (SSMH) 0 IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT BY: GEORESOURCES, LLC. C17 CREEK STREET CHANNELIZATION PLAN O SANITARY SEWER CLEANOUT (SSCO) 0 PROJECT: REQUIREMENTS OF WSDOT RESPONSIBLE FOR WORKERSSAFETY AND SE II SHALL BE SHORED AND RE PONSIBIUTY. ALL CRIBBED. THE CONTRACTOR EN H SAFETY SHALL BE 5007 FIFE, WA PACIFIC 8424 E. S1E. 201 CIS COMPOSITE UTILITY PLAN SIGN CREEK ROAD MIXED USE (253) 896 -1011 CIS S.T.E.P. SEWER PLAN REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. WATER METER 0 REPORT: DATED AUGUST 29, 2007 C20 STORM DRAINAGE BARBED WIRE FENCE CLIENT: AND ALL SUBSEQUENT ACDENDUMS. C21 ACCESS WAY NOTES AND DETAILS UTILITY NOTE 1. IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR - STOCKADE FENCE YELM CREEK BLDG.S LLC. TO ENSURE THAT ALL PROVISIONS OF THE SOILS CZZ ACCESS WAY CROSS SECTIONS AND DETAILS LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT CHAINLINK FENCE 240 STADIUM WAY SOUTH TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING REPORT FOR THE SITE BE OBSERI QED AND COMPLIED C23 STORM DRAINAGE NOTES AND DETAILS TACOMA,WA 98402 UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOUNG THE UTIUTIES AND SURVEYING THE HORIZONTAL AND WITH DURING ALL PHASES OF THE. SITE PREPARATION, BIDDER DESIGNED FENCE VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING 1- 800 - 424 -5555 AND THEN POT HOLING ALL GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING C24 STORMTECH CHAMBER SYSTEM NOTES AND DETAILS TEL: (253) 428 0800 FAX: (253) 428 8172 -ST- - STORM DRAIN MAIN LINE SD EMAIL: OF THE EXISTING UTIUTY LOCATIONS OF NEW UTIUTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. CONSTRUCTION. C26 STORMTECH CHAFER SYSTEM NOTES AND DETAILS - THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS 2• ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT C26 WATER QUALITY NOTES AND DETAILS STORM DRAIN ROOF LINE RD FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTIUTIES. IF CONFUCT SHOULD OCCUR, THE CONTRACTOR SHALL WITH INFORMATION SHOWN ELSEWHERE ON THESE __s__ SANITARY SEWER FORCE MAIN FM PROJECT ENGINEER: JEREMY HAUG CONSULT SOUND ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SOUND ENGINEERING DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, C27 WATER SYSTEM NOTES AND DETAILS ASSUMES NO UABIUTY FOR THE LOCATION OF UNDERGROUND UTILITIES. SHALL BE BROUGHT TO THE ATTENTION OF THE SOILS C26 WATER SYSTEM S S.T.E.P. SEWER NOTES AND DETAILS SANITARY SEWER GRAVITY LINE SS EMAIL: JHAUG @SOUNDENGINC.COM ENGINEER. A REPRESENTATIVE FOR THE SOILS - -w- - WATER MAIN LINE W ENGINEER SHALL BE AVAILABLE TO OBSERVE AND C29 S.T.E.P. SEWER NOTES AND DETAILS GAS LINE DRAWN: V SISSECK EASEMENT NOTE APPROVE THE C30 S.T.E.P. SEWER NOTES AND DETAILS -� BY A BLANKET EASEMENT WILL INCORPORATE ALL ACCESS TO UTILITIES OF SITE. EASEMENT WILL BE 3. EARTHWORK OPERATIONS AND TO VERIFY FIELD — — PROPERTY LINE — — CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER Cif CHANNELIZATION NOTES AND DETAILS _ _ — — — — — — — _ EASEMENT LINE — — — _ — — — — _ — QR: JFH 7.21.08 RECORDED PRIOR TO FINALIZATION OF PROJECT. SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE TS1 TOPOGRAPHIC SURVEY BY DATE WORK WAS PERFORMED TO THE SATISFACTION OF THE — ROAD CENTERLINE — TOPOGRAPHIC NOTE ENGINEER. THE CONTRACTOR SHAIl MAKE ALL EARTHWORK QUANTITIES - - - - - - - - - - WETLAND BOUNDARY PROVISIONS FOR SOILS INSPEC11014S AS RECOMMENDED SCALE: I"=60' THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN WITHIN WETLAND BUFFER PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY PRIZM SURVEYING. (SEE SHEET 4. SOILS REPORT. AS A MINIMUM, T-IIS INCLUDES THE EARTHWORK QUANTITY CALCULATION IS TO FINISHED GROUND SURFACE AS SHOWN HERE BY CONTOURS: DATE: 7.30.08 TS FOR TOPOGRAPHIC SURVEY SHEET) WHILE THIS INFORMATION IS BELIEVED TO BE REUABL-E, SEI OBSERVATION OF THE FOLLOWING BY A SOILS FLOO LINE B LINE PROJECT #: 07118.10 CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT ENGINEER: PLACEMENT OF STRUCTURAL FILL MATERIAL EARTHWORK SHORELINE BUFFER INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO BENEATH BUILDINGS AND PAVEMENT. SUBGRADE CUT = 3,799 CY THESE DRAWINGS AS A RESULT. PREPARATION OF BUILDING. FILL = 5,293 CY - CONTOUR LINE /`- �8 �_ SHEET NAME: 5 SOILSOINSPECTIONS WITHIN QUAUFY ANY PROPOSAL. MITATIONS TO NET FILL = 1.494 CY ROCKERY COVER SHEET 6. THE CONTRACTOR SHALL HAVE INI•ILTRATION TESTING THE ACTUAL QUANTITIES OF CUT OR FILL MAY VARY BY THE FOLLOWING FACTORS. FLOOD PLAIN NOTE PERFORMED AT TIME OF SYSTEM 1= XCAVATION, BUT CONCRETE CALL 48 HOURS THE 100 YEAR FLOOD ELEVATION WAS IS WITHIN DESIGN PARAMETERS. ;ONTRACTER SHALL 2. SHRINK/SWELL FACTORS OF I EXISTING SOILS. D AREAS. BEFORE YOU DIG APPROXIMATED PER THURSTON NOTIFY PROJECT ENGINEER IMMEDIATLY FOR POSSIBLE 3. ACTUAL VARIANCE IN TOPSOIL DEPTHS THROUGHOUT SITE. ASPHALT PAVING 0 1- 800- 424 -55 COUNTY AND FEMA MAPPING. DESIGN CHANGES. 4. SUBBASE FILL METERIALS FOR PARKING AREA AND BUILDINGS GRAVEL RECEIVE 55 QUANTITIES ARE FOR PERMIT PROCESS ONLY. CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES. SHEET 1 OF 32 l�`i �`�i�`A�ITT ,❑ 0 5' 2�C1'c�� a CREEK ROAD MIXED USE I I£I GRAPHIC SCALE ___ _. __ _.._ ,,,., ,,, ,,,��„ nr ri it �n�� ni innr�n nr cCr-rrnnl 70 Tf11AlA1CNTD 17 N(1RTH RANGE 2 EAST. •g° APORTIONOF1HtIVWI�uHKI trcur inE ivvv�uhRI Lnv� �������.��, IVY�I�J111� .. ,..,..,,,,•...••-- - -. - -, W.M. - - CITY OF YELM, THURSTON COUNTY, WASHINGTON �s DIMENSIONING &HORIZONTAL CONTROL PLAN n i inch - so n (976.86' PLAT) � � g FOUND 3" SURFACE BRASSIE IN CONC., MONUMENT NO. GPS2 NORTHWEST CORNER SEC. 29 12/5/06 N 592133.310 E 1118379.793 J 189•: ROADWAY INTERSECTI I --� STA 6 +29.81 CREEK j T i Cl I EXISTING CURB I I I T S 88023'49" E 976.67' CALC. ��� w �� �r�_ w w �� w �� w�•. �� �.� �.�� w w •aa� w w �� �� �a w w �.� w w �� w �� �� �� w ��� w �� ��� �- w w�� w �� �� �� �� ��� �� �� w�� w �� �.�.� �� w w.�i� w>. �� w �� �� �� 10' BSBL� 10 BS L� w _ ROADWAY INTERSECTION I � ~ STA 14+38.39 (ROAD B) TRASH ENCLOSURE ca PC, i S88*02'49'E 10' BLDG• 11' BLDG. BLDG. BLDG. I ,:> 81.49' 23 10 H 10 G I J I 9.02M • R =25 a '9' -q < q 0 DWAY INTERSECTION t A 6'..S W d tDE AL1C ' 9" •a •n e �. .-• \ ... _ � _ _ _ . ;' ` i °• S A 28 +44.78 (ROAD D) (j (TYP.) SECTION I I ( I I _ \ / / ROAD E Z ROADWAY INTER I 1 ° S A 35 +39.48 ( ) L r ► I w I U' /(j _ STA 23 +44.44 (ROAD C 16• STA 30 +31.50 (ROAD E) - - - _ - _ _, __ _ _ _ �L �, o { ; ) 0+ 3t +QO 32 +00 R =3' TYP. A 33+00 ^ 34+00 \ n I-- .� S§8026'11 "E 35+00 S88'26'11 "E ADA STALL AND PARKING SIGN ' I -.._ 89' 57" 445.Qi' 23' SEE DETAILS (TYP.) 9 10 � 9, 62.94 SID WALK C2 VC- 2 . a sEi o• ! I i 41+00 42 +� 43+00 �` 44+00 +oo - - SOUND ENGINEERING, INC. cn I ,�5 I 9' �' �._� �, S88'26't3 "E 88'26 38'E S88'26'11 "E"' ! I 23' 445:Q1� CIVIL ENGINEERS N LAND PLANNERS cis I $ 9 57 \ 42.79 p R 20.15 m �� I ! o ROADWAY INTERSECTION w \ _ P7- �° 1102 COMMERCE ST.i SUITE 300 0 J I + STA 20 +91.44 (ROAD C) • ° J�' �i irk' , y4> p0 COMA, WA 98402 �r ' O �`�- 20 `' I \ / I • :i o �, • • PHONE: ( 53) 573-0040 - FAX:(253) 573 -0142 15' ELECTRICAL EASEMEN • . STA 40 +31.50 (ROAD F) 20 { d com noun @ and g c com a . '� I / I wwwsoun c. PER A.F.N. 80 SEEM ,) G '� '� _ engin N d s0 en in d 3 ROADWAY INTERSECTION GATE _ PROJECT. o R DWAY INTERSECTION • %�� SEE PA�CENTU a i • K ROAD s _ a _ S CREE • / ii N STA 0 +50.00 CREEK ) I STA 52 +74.96 (ROAD A a d : SECTION =50 Nlb g�°' o, ROADWAY INTERSECTION MAILBOXE I STA 50 +50 (ROAD A) v, STA 20 +21.84 (ROAD B 20 5.7 3 1�'7 %' '� STA 25 +91.78 (ROAD D) MIXED USE 000 PRECAST CONC. MONU E� T r�; � d, _ �$• � {m'•) _ OFFICE T'i TAIL TYP. \L=am i • _ (TYP.) �- '� % ; g 0 5 ; S88'26'14`E ��� X54 STA 45 +39.48 (ROAD F) . to SEE QE ( ) ! i +00 $� _ o I 52 +00 90 353 +00 54+00 i `� _ ' L .36 • g� ° p 0 2 5 3 37.21 BLDG CLIENT. S88'2351 E 588'2351 E FUTURE C�INEC110N INTERSECTION R STA 57 +82.86, 69.79 LT (ROAD R) POOL ,n C , . S88'23 1 E 55 +00 STA 55 +74.56 (ROAD A I 56 +QO Tan =16 ; %�,'S0.0 0 ` jj 57 R ^50' 57+ 8.15 o ! �1 24 81.50 ROADWAY INTERSECMA 143.47 L C j� I 33t. I R A 6 =30.10 p0 I I i YELM CREEK BLDG.S LLC. o Y I ! 90'2 '1` ' A 51 +31.50 ROA } , �� R 1112.25 PLAT) 11 240 STADIUM WAY SOUTH c°a STA 10 +50.25 N $$ °23 51 W q ��� ( I i � w!w �. ._.��09 85' C�ALC�_ ----- -- .,� .�.�.,� ..�_ � w �� w �_ TACOMA,WA98402 � � T � � 10.13 PER R. 0. S. 359581 � � _ � TEL: (253) 428-0800 FAX: (253) 428-8172 ! I i 10 ELECTRICAL EASEMENT 38 7° 21 0) = EMAIL: ro PER A.F.N.3078377 �/ BSBL N 88"23'51 W k± PROJECT ENGINEER: JEREMY HAUG Z I ` E -MAIL: JHAUG @SOUNDENGINC.COM ! I DRAWN: V SISSECK 9- ` BY �4 t� I QR: JFH 07.21,08 o I I �.� BY DATE ;� Lt' ,� rr [I q ( � \ ' O I ! Ir ��y �J 2J -..:�7 `__ rf- ]) �__� n S% D'Y LJ, t -.!✓ ` t! J :'� I c'�.� I�' I '\ I i _) (if �7 LI 11 -. f \ i _- - ,�I. in Ld ! I PR S I E N N- 389484.033 118 ?£f�. 35fs `- - '' E 1118289.358 FOUND r SURFACE BRASSIE p IN LONG, MONUMENT NO. 788 NEST QUAKER CORNER N M Iww 0 rn Q CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 CALE:1 " =30' TE: 07.30.08 OJECT #: 07118.10 EET NAME: DIMENSIONING & HOR. CONTROL PLAN C2 SHEET 2 OF 32 IST W1ITiAL AUG 0 5 2000 rn U Lo 0 00 110 0 z < 00 0 cii 1 E Co o 0 Cq 0 471 :3 GRAPHIC SCALE 40 0 20 40 so ISO I inch = 40 & ' �:I- Q ST it II APPROXIMATE LOCATION OF COSTING I SEPTIC SYSTEM AND DRAINFILED. TO BE o DECOMMISSIONED AND REMOVED noG_TQ_CURRENT CITY OF YELM, COUNI"EALTH­-DEPAR AND DOE STANDARDS. !n48 Ii 031MM m ... 349— _L LLI C LL LLIA-1. 13 I 49 LL LL LL 00 SD D 40' DED. RD Rr PRESERVE AND PROTECT COSTING POWER POLES l i i t i�j I COSTING WELL TO BE ABANDONED ACCORDING TO CURRENT CITY OF YELM, I/ ( I I I oy q THURSTON COUNTY HEALTH DEPAFITMENT, AM WASHINGTON STATE DOH STANDARDS. I I ' ou TEMPORARY DRAINAGE DITCH I i I \380 0.5X SLOPE OUCAUTION! EAD POWER LINES. US� DMEME Qi I I sw I I I wv ONSITE POWER py$1 POLES AND LINES TO BE AN T Co DlICATED. I I "Ilk A D) IUD L wv COSTING 40' UTILITY EASEMENT LA i PER A.F.N. 30711377 I I I I .. ..... I I I i+ L 1. 1 1'- 1 - __. '11, � � I SINED L �i LCA_ -, ' L �349.87 L-LL. COSTING WA LL METER TO BE 0, ABANDONED LAA AAA L L r-ILUIALt TEMPOR 1.00i SL 348.49 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 D --RD-" CCD ;iec L - PO= AND 15! ELECTRICAL PER A.F.N. IP wv n w EASEMON RE X D SD D W 10' ELECTRICAL EASEMENT PER A.F.N.3078377 CAUTION! PRESERVE AND I PRESERVE AND PROTECT COSTING Ql) PROTECT OVERHEAD POWER LINES, POWER POLE USE EXTREME CAUTION. 354 li I �h°�� j �I I I � � Qr) j nc Lo wv wv s — — — — — S - - - -- S S_ wv 0,& A_ x - - -W _44 - - - - w - - - - W_ T 1I8 - -------- - ry I zl El El ru ffl4 s CATCH BASIN FILTER NOTE CATCH BASIN FILTERS ARE TO BE INSTALLED ON PROPOSED CATCH BASINS AS THEY ARE CONSTRUCTED. THESE FILTERS SHALL BE REMOVED MEN THE SITE IS STABILIZED. SEE DETAIL ,,, 3 Uullum tL =113 SPLIWAY EL = 344,73 BERM EL = 345.73 PROVIDED SURFACE AREA = 411 SO. Fr. SEE DETAIL `346 2:1 MAX SLOP CID CL/ III��(`` nouo� u= i3_ ?I iT . = � = 1 `�`\ \`� — — — — — — — — Jai — — — — — — — — 344x_ -- 4. 4 R D -RD RDA RD -RD 346 R RR SEDIMENT RISER OYINIOW 3a73 I SHORELINE BUFFER EROSION I X FF SILT FABRIC FENCE, SEE DETAIL (aC4) CL - IJ RE /.— 10% BE Fq AND To. IP DEMOLITION AND REMOVAL MATERIALS AT AN APPROVED CITY OF YELM DUMP SITE. CONTRACTOR SHALL ALSO OBTAIN ALL PON NECESSARY PERMITS PRIOR TO DEMOLITION AND REMOVAL CONSTRUCTION FENCE, SEE DETAIL r6 RE LA, _LL S AND SITE CONDITIONS WITH Sw — — — — — — - - SAWCUT LINE (MIN. 1.5- FROM EDGE OF EXST. PVMT.) RR RIP RAP PAD, SEE DETAIL e P. PRESERVE AND I I - - 1 \� PROTECT COSTING POWER POLES i _ �. NSTALL --MAY CTION ENTRANCE LOCATION co \ BE AD NEW ' \ SEE DETAIL 51 15! ELECTRICAL PER A.F.N. IP wv n w EASEMON RE X D SD D W 10' ELECTRICAL EASEMENT PER A.F.N.3078377 CAUTION! PRESERVE AND I PRESERVE AND PROTECT COSTING Ql) PROTECT OVERHEAD POWER LINES, POWER POLE USE EXTREME CAUTION. 354 li I �h°�� j �I I I � � Qr) j nc Lo wv wv s — — — — — S - - - -- S S_ wv 0,& A_ x - - -W _44 - - - - w - - - - W_ T 1I8 - -------- - ry I zl El El ru ffl4 s CATCH BASIN FILTER NOTE CATCH BASIN FILTERS ARE TO BE INSTALLED ON PROPOSED CATCH BASINS AS THEY ARE CONSTRUCTED. THESE FILTERS SHALL BE REMOVED MEN THE SITE IS STABILIZED. SEE DETAIL ,,, 3 Uullum tL =113 SPLIWAY EL = 344,73 BERM EL = 345.73 PROVIDED SURFACE AREA = 411 SO. Fr. SEE DETAIL `346 2:1 MAX SLOP CID CL/ III��(`` nouo� u= i3_ ?I iT . = � = 1 `�`\ \`� — — — — — — — — Jai — — — — — — — — 344x_ -- 4. 4 R D -RD RDA RD -RD 346 R RR SEDIMENT RISER OYINIOW 3a73 I SHORELINE BUFFER EROSION CONTROL LEGEND X FF SILT FABRIC FENCE, SEE DETAIL (aC4) CL CLEARING AND GRADING LIMITS RE DEMOLISH AND REMOVE EXISTING STRUCTURES, PAVEMENT/GRAVEL, ETC. CONTRACTOR TO DISPOSE OF ALL TEMPORARY SEDIMENT DEMOLITION AND REMOVAL MATERIALS AT AN APPROVED CITY OF YELM DUMP SITE. CONTRACTOR SHALL ALSO OBTAIN ALL PON NECESSARY PERMITS PRIOR TO DEMOLITION AND REMOVAL CONSTRUCTION FENCE, SEE DETAIL r6 TEMPORARY INTERCEPTOR DITCH, SEE DETAIL S AND SITE CONDITIONS ROCK CHECK DAM, SEE DETAIL r5 "N Sw — — — — — — - - SAWCUT LINE (MIN. 1.5- FROM EDGE OF EXST. PVMT.) RR RIP RAP PAD, SEE DETAIL e 6' OVERFLOW -BERM SW ALE AS Nail io DIVERT DRAINAGE AWAY FROM SPILLWAY NORTHERN PARCEL E =-=,BA I wj FF 100 ... YEAR RAN PLAIN BO NDARY 'Go u 12- ADS TEMPORARY �IfLL �-341.7 /CET TYPE 1 \ \ \ I j 1< �, SEE /r4m-344m LE-341.23 0o I 7 C3 09 1OX&D k L TEMPORARY DRAINAGE DITCH D 0.571 SLOPE 347 I ENL B' TOTAL WIDTH \ '\ \, 1.0 NTH gr CONTOURS SHOWN ARE BASED OFF FINISH GRADE ELEVATIONS. SLOPE 91 ^iu a PORARY DRAINAGE DITCH BOARD 0 FF .5% SLOPE Y FACILITY TO REMOVED W/ WENT POND q PROP)SED INFILTRATION SEE L 8 S TEM LOCATION C4 ERY WITHIN SHALL BE OT TO X RD lit RD--RD FIN (CDD 47 __FML347 349- 3AS' SD SD SD SD SD SD SD YV 350 PRESERVE MD-/ PROTECT COSTING POWER POLE I 346 i+ II (III i ; 1 i I j I 1 i FF I ds, *So Sw ------ ----- - - 350 -7 wEoLE j -villo S s - - - - - tn wv W_ W— SI W_ t; �Q,� - -- ----- - - Q-41 352 SD 2' SETTLING ZONE -� SURFACE AREA 4828 SF @ ELEV. 343.73 7 J Y. 50' WETLAND BUFFER ---4,00 YEAR 200- 1 I= PLAIN SHORELINE 1 BOUNDARY A BUFFER 1Z u W I--- 4 UJ 0 tE o- E3 :1 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 3 ELEV. = 341.73 — — — — — — — - — — — — 3.0' SEDIMENT STORAGE 4 BOTTOM OF POND ELEV. = 338.73 RISER PIPE (PRINCIPAL SPILLWAY) OPEN AT TOP 1-16' MIN- LLLV. = J'fZ)./J ELEV. = 344.73 OUTLET TO ' 1 DISPERSION TRENCH WIDTH VARIES - SEE PLAN CONCRETE BASE SEE RISER DETAIL CREST OF EMERGENCY SPILLWAY -EMBANKMENT COMPACTED 95%. PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED. "llill TEMPORARY PIPE 100 LF 12"0 SD @ 1.0% TEMPORARY SEDIMENT POND DETAIL NOT TO SCALE 18' MIN CLIENT: ELEV=343.73 YELM CREEK BLDG S LLC 12' DIAMETER CORRUGATED METAL RISER NOTES i 240 STADIUM WAY SOUTH . 1. SEDIMENT SHALL BE REMOVED FROM THE POND TACOMA,WA 98402 MEN IT REACHES 1' IN DEPTH. TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: 2. ANY DAMAGE TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. PROJECT ENGINEER: JEREMY HAUG E-MAIL: IHAUG@SOUNDENGINC.COM DRAWN: V. SISSECK DEWATERING ORIFICE IE=341.73 BY 2 - 1" DIA ON OPPOSITE JFH 07,18.08 QR: SIDES OF RISER BY DATE SCALE: 1"=30' DATE: 07.30.08 ALTERNATIVELY, METAL STAKES PROJECT #: 07118.10 4 AND WIRE MAY BE USED TO CONCRETE BASE PREVENT FLOTATION SHEET NAME: 4 OUTLET IE=341.73 TESC PLAN 2X RISER DIA. MIN. 2 RISER DETAIL C3 NOT TO SCALE SHEET 3 OF 32 CON CT TERCEPTOR DITCHES WITH ROCK CH DAMS TO DIRECT STORMWATER RRIMM TO TEMPORARY SEDIMENT PON ST INTERCEPTOR DITCHES AS G S AND SITE CONDITIONS RD--RD FIN (CDD 47 __FML347 349- 3AS' SD SD SD SD SD SD SD YV 350 PRESERVE MD-/ PROTECT COSTING POWER POLE I 346 i+ II (III i ; 1 i I j I 1 i FF I ds, *So Sw ------ ----- - - 350 -7 wEoLE j -villo S s - - - - - tn wv W_ W— SI W_ t; �Q,� - -- ----- - - Q-41 352 SD 2' SETTLING ZONE -� SURFACE AREA 4828 SF @ ELEV. 343.73 7 J Y. 50' WETLAND BUFFER ---4,00 YEAR 200- 1 I= PLAIN SHORELINE 1 BOUNDARY A BUFFER 1Z u W I--- 4 UJ 0 tE o- E3 :1 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 3 ELEV. = 341.73 — — — — — — — - — — — — 3.0' SEDIMENT STORAGE 4 BOTTOM OF POND ELEV. = 338.73 RISER PIPE (PRINCIPAL SPILLWAY) OPEN AT TOP 1-16' MIN- LLLV. = J'fZ)./J ELEV. = 344.73 OUTLET TO ' 1 DISPERSION TRENCH WIDTH VARIES - SEE PLAN CONCRETE BASE SEE RISER DETAIL CREST OF EMERGENCY SPILLWAY -EMBANKMENT COMPACTED 95%. PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED. "llill TEMPORARY PIPE 100 LF 12"0 SD @ 1.0% TEMPORARY SEDIMENT POND DETAIL NOT TO SCALE 18' MIN CLIENT: ELEV=343.73 YELM CREEK BLDG S LLC 12' DIAMETER CORRUGATED METAL RISER NOTES i 240 STADIUM WAY SOUTH . 1. SEDIMENT SHALL BE REMOVED FROM THE POND TACOMA,WA 98402 MEN IT REACHES 1' IN DEPTH. TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: 2. ANY DAMAGE TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. PROJECT ENGINEER: JEREMY HAUG E-MAIL: IHAUG@SOUNDENGINC.COM DRAWN: V. SISSECK DEWATERING ORIFICE IE=341.73 BY 2 - 1" DIA ON OPPOSITE JFH 07,18.08 QR: SIDES OF RISER BY DATE SCALE: 1"=30' DATE: 07.30.08 ALTERNATIVELY, METAL STAKES PROJECT #: 07118.10 4 AND WIRE MAY BE USED TO CONCRETE BASE PREVENT FLOTATION SHEET NAME: 4 OUTLET IE=341.73 TESC PLAN 2X RISER DIA. MIN. 2 RISER DETAIL C3 NOT TO SCALE SHEET 3 OF 32 rn 3 -v C3 rn ul 0 r7 O U 00 W U z Q 00 h 0 0 H U w O tr I E v 0 0 I 00 O 0 N mot' 0 v+ Q STANDARD EROSION CONTROL NOTES 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. 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, CITY OF YELM, THURSTON COUNTY, WASHINGTON RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN NOTES & DETAILS 2. THE IMPLEMENTATIONS OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, �+ REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE - SILT FENCE NOTE 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 L-7 APPLICANT /CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL M CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND v SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE MM �- OVERFLOW WATER STANDARDS. V (TO BYPASS PEAK GEOTEXTILE FABRIC FLOWS) 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED (MIRAFl 70OX OR V SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESES ESC FACILITIES SHALL BE UPGRADED APPROVED EQUAL) AS NEEDED FOR UNEXPECTED STORM EVENT AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN V WATER DO NOT LEAVE THE SITE. MM 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /CONTRACTOR AND MAINTAINED V AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF"`� SCI�YATIC DETAr. ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. SEDIMENT ACCUMULATOR 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A PROVIDE CB INSERT "STREAMGUARD FOR SEDIMENT" OR APPROVED EQUAL TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO MANUFACTURER'S NAME: FOSS ENVIRONMENTAL PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. ADDRESS: 200 SW MICHIGAN STREET SEATTLE, WA 98106 TELEPHONE: FOR INFORMATION: (800) 909 -3677 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. CB PROTECTION 3 NOT TO SCALE NYMASM)ING NOTE 1. HYDROSEEDING SHALL BE APPLIED 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% �JAMESTOWN FESTUCA RUBR COMMUTATA) BANNER, SHODOW, OR KOKET) WHITE DUTCH CLOVER (TRIFOLIUM 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). T I V V WUrtt \I\ I JI I'ILLJ (4" TO 6" FOR RESIDENTIAL SINGLE FAMILY LOTS) CONSTRUCTION ENTRANCE NOT TO SCALE MAXIMUM WATER LEVEL -,\ 0.5' MAX. 1' MIN. 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. TEMPORARY GRADI 2 �1 ROCK LINING NOTE: ROCK LINED SWALES SHALL HAVE A MIN. 8" OF TYPE 1 RIP RAP STARII17ATION ACTION SLOPE SPACING 0 - 5% SEED AND MULCH APPLIED WITHIN 5 DAYS OF SWALE CONSTRUCTION 5 - 40% DEPENDENT ON RUNOFF VELOCITIES 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AND SWALE MATERIALS. ROCK MUS -- COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 8' OR AS SPECIFIED ON PLANS EXISTING AND /OR - PROPOSED GROUND -'-- -RIP -RAP AS SPECIFED ON PLANS SEE NOTE RIP -RAP NOTE BELOW Vot. x-12" MIN. DEPTH SECTION TYPICAL OUTFALL RIP -RAP NOT TO SCALE RIP RAP NOTE ALL RIP -RAP PADS /LININGS SHALL BE IN ACCORDANCE WITH SECTION 9 -13.1 OF THE WSDOT /APWA STANDARD SPECIFICATIONS. RIP -RAP TO BE REASONABLY WELL GRADED WITH 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" 6' MIN. 24' MIN. 2:1 SLOPES CROSS SECTION ROCK CHECK DAMS SHALL BE INSTALLED PER lQQ SPACING REQUIREMENTS PER NOTE 1 OF t CHECK DAM NOTES, L L = THE DISTANCE SUCH THAT POINTS _ "' = 1117-1 A AND B ARE OF EQUAL ELEVATION CHECK DAM SPACING 2' -4' ROCK B 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 GRASS -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. 2 "x 2 "x 6' STAKE AT 4 (OR METAL EXISTING GROUND SURFACE ROCK CHECK DAM DETAIL L•' CONSTRUCTION FENCE DETAIL NOT TO SCALE 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO 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 EXTENDED INTO THE TRENCH THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES STAPLES OR WIRE RINGS (TYPICAL) FILTER FABRIC MATERIAL MIRAFl 100 x OR EQUAL I 2 "x2 "x14 GA WELDED WIRE FABRIC OR EQUAL ..rrrrrrrrrrr Boman ............. �rurruu■ ............. ........... ........... ........... r obi's'mm'ss;5`��oml!0i"o" U U U 2'x2 "X5' DOUG. FIR AT4"OC ELEVAMN ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE 2 "x2 "X5' DOUG. STAPLED TO EXISTING TREES. FIR OR EQUAL 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A FILTER FABRIC CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS MATERIAL - WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 2'x2 "x14 GA WWF -� 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE 3/4 " -3' WASHED AREA HAS BEEN PERMANENTLY STABILIZED. ROCK OR PEA 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH GRAVEL RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2" EXCESS U 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. OVERLAP " 8 I-- 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. MIN 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 8" x 12" TRENCH SECTION 12. INSTALL DOWNNSLOPE OF EXPOSED AREAS. SILT FENCE 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES. 7 NOT TO SCALE 1.0' 1.0'1.0' TYP. �) I t YR 12' END CAP-,,,, 12" OR PLUG SUPPORT 2.0' TYP. CLEAN OUT WYE FROM PIPE 91 LF TOTAL POST NOTCHED GRADE BOARD 2'x2' NOTCHES, 18' O.C. SEE FIGURE 1 �- 12 "0 PERFORATED ADS -N12 PIPE 0.00% SLOPE A 8" x 12" TRENCH 1.0' 12' 1.0' 6" TYP. TYP. GALVANIZED � MAX BOLTS 159; . - '-a ELEV 344.25TYP. 157. M AX__� 2'X12' PRESSURE N2.0' , 'P I - TREATED GRADE =1,< <,� I I =1 BOARD 12'0 PERFORATED ADS -N12 PIPE ® 0.00% SLOPE s CLEAN (s 5% FINES) 1 1/2' - 3/4" `J WASHED ROCK -I j, 12" TYP. III '� ' ` '\' : ' �''` ?`~` I I 4 "x4' PRESSURE �' Xt, TREATED WOOD SUPPORT POST 18" O.C. FILTER FABRIC 2" SECTION AmA TYPE 1 CATCH BASIN 2" GRADE BOARD w/ SOLID LOCKING LID NOTCHES NOTES: 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE AND /OR EROSION. 2. TRENCHES MAY BE PLACED NO CLOSER THAN 50 FEET TO ONE ANOTHER. (100 FEET ALONG FLOWUNES) PLAN VIEW 3. TRENCH AND GRADE BOARD MUST BE LEVEL. ALIGN TO FOLLOW CONTOURS OF SITE. 4. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL DISPERSAL TRENCH w/ PERFORATED PIPE NOT TO SCALE z w w z LU o a Eu- z co Lu w cn o z 0 c'-n z a U z 0 z s IE I 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 07.22.08 BY DATE SCALE: V =30' DATE: 07.30.08 PROJECT #: 07118.10 SHEET NAME: TESC PLAN NOTES & DETAILS C4 SHEET 4 OF 32 d S\ Y � k h � _' _ POST NOTCHED GRADE BOARD 2'x2' NOTCHES, 18' O.C. SEE FIGURE 1 �- 12 "0 PERFORATED ADS -N12 PIPE 0.00% SLOPE A 8" x 12" TRENCH 1.0' 12' 1.0' 6" TYP. TYP. GALVANIZED � MAX BOLTS 159; . - '-a ELEV 344.25TYP. 157. M AX__� 2'X12' PRESSURE N2.0' , 'P I - TREATED GRADE =1,< <,� I I =1 BOARD 12'0 PERFORATED ADS -N12 PIPE ® 0.00% SLOPE s CLEAN (s 5% FINES) 1 1/2' - 3/4" `J WASHED ROCK -I j, 12" TYP. III '� ' ` '\' : ' �''` ?`~` I I 4 "x4' PRESSURE �' Xt, TREATED WOOD SUPPORT POST 18" O.C. FILTER FABRIC 2" SECTION AmA TYPE 1 CATCH BASIN 2" GRADE BOARD w/ SOLID LOCKING LID NOTCHES NOTES: 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE AND /OR EROSION. 2. TRENCHES MAY BE PLACED NO CLOSER THAN 50 FEET TO ONE ANOTHER. (100 FEET ALONG FLOWUNES) PLAN VIEW 3. TRENCH AND GRADE BOARD MUST BE LEVEL. ALIGN TO FOLLOW CONTOURS OF SITE. 4. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL DISPERSAL TRENCH w/ PERFORATED PIPE NOT TO SCALE z w w z LU o a Eu- z co Lu w cn o z 0 c'-n z a U z 0 z s IE I 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 07.22.08 BY DATE SCALE: V =30' DATE: 07.30.08 PROJECT #: 07118.10 SHEET NAME: TESC PLAN NOTES & DETAILS C4 SHEET 4 OF 32 rn 3 O N 00 to 0 0 Cl 0 r' 0 U 00 h 0 z Go r- t` 0 t` 0 0 t-- 0 W O vi E 0 00 0 0 0 N 0 ¢ CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 t -j 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 OVERALL GRADING AND DRAINAGE PLAN E350.3 9.0 E�8 "} � 9.18 349.30 I END ACCESS ROAD PA%MMN 3 IS TO BE CONSIRUCIED / I I UNDER SEPARATE POW j GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 & YARD DRAIN /FOUNDATION DRAIN NOTES 120 1. FOOTING DRAINS SHALL BE TiGHTLINED TO THE PROPOSED STORM DRAINAGE SYSTEM SUCH THAT SURFACE WATER RUNOFF IS NOT CONVEYED THROUGH ANY F001ING DRAIN AND THAT ALL ROOF DRAINS ARE CONNECTED SO THAT SURCHARGING OF THE FOOTING DRAINS FROM THE ROOF DRAINS CANNOT OCCUR. 2. THE YARD DRAIN SYSTEM SHOWN IS A RECOMMENDED SOLUTION. THE CONTRACTOR SHALL REFERENCE THE ARCHITECTURAL PLANS AND THESE PLANS. 3. THE YARD DRAIN SYSTEM SHALL CONSIST OF 8 "0 (MIN) ADS N -12 (OR APPROVED EQUAL) 0 0.005 FT /FT (MIN), UNLESS NOTED OTHERWISE ON THIS PLAN. CONTRACTOR TO INSTALL CLEANOUTS AT ALL lr� j CHANGES IN DIRECTION AND AT CONNECTIONS TO ROOF DRAIN DOWN SPOUTS. 4. PRIOR TO ANY CONSTRUCTION. CONTRACTOR TO FIELD VERIFY EXISTING UTILITY LOCATIONS HORIZONTALLY AND VERTICALLY. IF A CONFLICT EXISTS, THEN CONTACT THE PROJECT ENGINEER FOR / 11w POSSIBLE DESIGN CHANGES. 5. CONTRACTOR CAN ADD YARD DRAINS OR CLEANOUTS AS NECESSARY TO FACILITATE PROPER C-0 DRAINAGE FOR SITE IMPROVEMENTS. F-4 w GENERAL NOTES 1. STORM DRAIN MAIN CONVEYANCE SYSTEM IS DESIGNED TO BE 12" PIPE PER ADVANCED I DRAINAGE SYSTEMS (ADS) N -12 0 0.004 FT /FT MIN, UNLESS NOTED OTHERWISE. w 2. CONCRETE GARAGES PADS ARE BE A MINIMUM OF 0.2 FT /FT SLOPE FLOWING TOWARDS w CENTERLINE OF ROAD UNLESS OTHERWISE STATED WIHTIN ARCHITECTS PLAN SEE ARCHITECTS 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 FOR CEMENT CONCRETE CURBS. 3 C21 4. ALL TYPE 1, AND TYPE 2 CATCH BASINS PER DETAILS. 1 C23 3 C23 5. ALL STORM DRAIN CLEAN OUTS ARE TO BE PER STANDARD DETAIL 5 6. SEE SITE CROSS SECTIONS FOR PAVEMENT SECTION. SHEET #22 C23 GRADING NOTE /LEGEND FF = FINISHED FLOOR 350.5 = 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 z w 0 W zw 0 Z m o Z � O t! W Z a w 1- Is I ail Ce F- z 0 z 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 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 32 1 ST Sli -37I ITTA. A L C U J 2 0 119 rn 3 v 0 MN 00 co 0 L 0 cl 0 0 U 00 n N U Z Q o` 00 r 0 0 U W 0 E a 0 0 I 00 0 0 N s m Q w W CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 I LAO. 1 _u;A 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 OVERALL GRADING AND DRAINAGE PLAN CB TYPE 1 RIM- 346.40 IE =342.31 8' (N) E- 341.98 12' (W.S) ,344.0 EG \ ` U,(}- \ 1 W) i SDCO 5 RW= 347.20 IE -34133 50' WETLAND BUFFER UNE �. ij 1 "I 7.45 i APPROX. 100YR FLOOD UNE PER THURSTON M ,1 347.45 \ 0 RW =347.30 I 50' WETLAND i - 343.49 BUFFER LINE -' 1346.50 1346.5 I �� .25 347.25 0748 -- EG �- - — - 3480' L-. SDCO EG RW- 347.20 IE- 343.77 GRAPHIC SCALE 15 30 60 120 L_ 0 W z� Z Ln Z C3 Z 4* nn fn Z w OO (IN FEET ) 1 inch = 30 ft. z ID . HOLD lee �t .off � 0, R�'C7STEg4'� toss fDNAL EXPIRES / v CONSTRUCTION SEQUENCEi 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 ACCORDING TO THE "MASS GRADING /TESC PLAN" SHEET IN THE CONSTRUCTION DOCUMENTS. THE SEDIMENT POND AND DITCHES WILL BE INSTALLED. DURING CONSTRUCTION, EXPOSED SOILS SHALL BE STABILIZED AS SPECIFIED IN THE SOIL STABILIZATION NOTES ON SHEET C6. ALL EROSION CONTROL MEASURES MUST BE IN PLACE AND FUNCTIONING AT ALL TIMES. 7. INSTALL ALL UTILITIES INCLUDING SEWER, WATER AND STORM DRAINAGE. 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. CONSTRUCT SITE IMPROVEMENTS INCLUDING ROADWAYS AND ALLEYS. 9. FINISH GRADING AND PAVE SITE. SOUND ENGINEERING, INC. 10. CLEAN SEDIMENT FROM CATCH BASINS AND STORM CONVEYANCE SYSTEM. CIVIL ENGINEERS - LAND PLANNERS 11. REMOVE EROSION CONTROL FENCE AND GRAVEL CHECK DAMS AFTER EROSION HAZARDS HAVE 1102 COMMERCE ST., SUITE 300 DIMINISHED OR SITE HAS STABILIZED. CONSTRUCT INFILTRATION FACILITY. CARE SHALL BE TAKEN NOT TO COMPACT THE SUBGRADE OF THE INFILTRATION FACILITY. DO NOT OPERATE HEAVY TACOMA, WA 98402 MACHINERY ON INFILTRATION BED. PHONE: (253) 573 -0040 - FAX:(253) 573-0142 12. CALL FOR FINAL INSPECTION. 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: I"=30' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: OVERALL GRADING AND DRAINAGE PLAN C6 SHEET 6 OF 32 1.)f Jt�r.�rrt��a�1. t'�UJ V U L U U U 0+ 3 -v Ld J O cc a L0 ca 0 U 010 i V) 0 z d 0_ / 00 r- n O O 0 N LiI-- U O x a 1 E 0 c0 N 0 1 00 0 0 N 0 d T GRAPHIC SCALE 20 40 (INS) i inch = 20 !1~ dIY� l�l �7 1 SITE MAP 1" = 200' CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 J PROP. CONNECTI 10'x8' TAPPING STA 2 +47.21 5, STA 50 +55.39 APPROXIMATE T. APPROXIMATE Et SEE ALSO SHEE' STA 2 +47.21 5.35' RT (CREEK ; STA 50 +55.39, 6.00' LT (ACCES PROP. CONNECTION TO EXISTING 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 AI EXACT VERTICAL AND HORIZO TI OF EXISTING WATER MAIN PRI R CONSTUCTION. IF LOCATION IFl WHAT IS SHOWN ON P COI PROJECT ENGINEER MMEDIA LY POSSIBLE DESIGN C ANGES. SEE SHEET C15 FOR CREEK STREE IMPROVEMENTS PLAN AND PROFILE W 1 I 3 its SEE LLj ! Iv 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 T SEE SHEET C9 SEE SHEET CIO FOR ACCESS WAY :B FOR ACCESS WAY C PLAN AND PROFILE PLAN AND PROFILE DEPAR im CON NEC ON COMMERCIAL a 11BUILAG #2 �+. g BLDG #2 Fqp 1�iI9,2 a ... DETAIL (TYP.) ) A "" E LINE yp d . .. 4DOMESTi . WATER METER ` ° ° ;. 349 350 • -FOR CO M ° A. C A ° ° a ° ° SEE DETAIL (TYP.) 1 DDCVA F 'fao d ° ° d a q d I � F C27 t��t�� CUILME I2 1 w� FDC LINE (TYP.) ^��'`� E--4 Li !l 00 52 +00 214'lF PVC CL 15A 00 5 ,00 54+00 ►� w 8 D S SD SD SD B SD SD SD---- W , 259 LF 12" ADS N -12 ! 3 12" Ap -12 :. ..143 LF 12 N- 12:.. -..._ ._.�. v' r� _ �__ ►1! s s --�- _� s �. ss� SSA, U� �' 'S E--+ ' EXST RC W w A5' P 0P OW 351 - 350 350 _L__ - -- - -� CB �- PROPERTY LINE _ - ' CB X24, TYPE 1 CB X22, TYPE 1 STA. 52 +68.96 6.00' LT ACCESS WAY A �- - _ , _ X21, TYPE 1 ) ( 6.00' LT (ACCESS WAY C) , STA: 52 +74.96 (ACCESS WAY A) STA: 50 +71.16 (ACCESS WAY A STA: 5': +31.50 ACCESS WAY A) STA. 20 +28, STA: 2 +41.37 ( CREEK STREET ) ( STA: 10 +50.25 ACCESS WAY B) 1 - 8' TEE (FLxMJ) STA: 20 +22 (ACCESS WAY C) 13R (.) ! I (? _ 5522A� ANT RIM = 350.15 2 - 8' GATE VALVES (FLxMJ) RIM= 348.72 o i � � MAW ANT - 8 I I _ I ! °+ t ` END PLUG N I 2- THRUST BLOCKS , 2 ACCESS WAY Al LAN z ° d ° ° .44 349 350 • -FOR CO M ° A. C A ° ° a ° ° SEE DETAIL (TYP.) 1 DDCVA F 'fao d ° ° d a q d I � F C27 t��t�� CUILME I2 1 w� FDC LINE (TYP.) ^��'`� E--4 Li !l 00 52 +00 214'lF PVC CL 15A 00 5 ,00 54+00 ►� w 8 D S SD SD SD B SD SD SD---- W , 259 LF 12" ADS N -12 ! 3 12" Ap -12 :. ..143 LF 12 N- 12:.. -..._ ._.�. v' r� _ �__ ►1! s s --�- _� s �. ss� SSA, U� �' 'S E--+ ' EXST RC W w A5' P 0P OW 351 - 350 350 _L__ - -- - -� CB �- PROPERTY LINE _ - ' CB X24, TYPE 1 CB X22, TYPE 1 STA. 52 +68.96 6.00' LT ACCESS WAY A �- - _ , _ X21, TYPE 1 ) ( 6.00' LT (ACCESS WAY C) , STA: 52 +74.96 (ACCESS WAY A) STA: 50 +71.16 (ACCESS WAY A STA: 5': +31.50 ACCESS WAY A) STA. 20 +28, STA: 2 +41.37 ( CREEK STREET ) ( STA: 10 +50.25 ACCESS WAY B) 1 - 8' TEE (FLxMJ) STA: 20 +22 (ACCESS WAY C) 13R (.) ! I (? _ 5522A� ANT RIM = 350.15 2 - 8' GATE VALVES (FLxMJ) RIM= 348.72 o i � � MAW ANT - 8 I I _ I ! °+ t ` END PLUG N I 2- THRUST BLOCKS , 2 ACCESS WAY Al LAN z 5"I +00 52 +00 3 ACCESS WAY A PROFILE H1'= 20'/V1' =5' 53 +00 54 +00 W a 1+i w L) E'-+ U� w z w 0 w z LU i9 4* Lnm Ln z w L o � U 0 oc z a Z ., EXPIRES / n7ua U NlIil� s �Irl 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 BARR BY QR: JH 7/28107 BY DATE SCALE: 1 " =20' DATE: 7/30/07 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY A PLAN & PROFILE C7 SHEET 7 OF 32 IS] AUG 0 5 2008 CREEK STREET STA: 2 +41.18 ACCESS WAY A STA: 51 +31.50 = ACCESS WAY A STA: 50 +50 = ACCESS WA B STA: 10+50.25 ACCESS WAY A STA 52 +74.96 NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND CB 4 TYPE 1 = ACCESS WAY C SrA. 20 +22 SANITARY FORCE MAIN AS NEEDED TO ENSURE A MINIMUM STA: 50 +71.16 ACCESS WAY A CB 22 TYPE 1 APPROXIMATE EXISTING GRADE ALONG VERTICAL SEPARATION OF 1.5' Ar ALL TIMES. CONTRACTOR STA: 2 +41.37, 21.16' R CREEK STREET_ STA: 51 +31. ACCESS WAY A ALI NMENT CENTERLINE SkIALL_MAINTAIN_A 3.5.:__ MINIM 1111.COVER..AVER- YVATER.MAIN_ _ � STA: 10+50.2 RIM = 350.15 ACCESS WAY B __..____ IM= 5206 IE IN= 347.04 12' STA: 52 +74.96 ACC SS WAY A __. AND A 5.0' MINIMUM COVER 0 SANITARY FORCE MAIN IE OUT= 347.04 12' IE IN= 345.15 2' APPROXIMATE FINISHED GROUND ®ACCESS WAY STA: 20 +22 ACCESS WAY C AT ALL TIMES. ALIGNMENT SHOWN FOR REFERENCE SEE GRADING r - PLAN SHE TS C5_&-C6- - - - - - - I�IN= 344.58 12'_ E-IN -- 44. 350 _. __ . - -- h __________.__. __ _______- __.- _.___..___-- _ -_____ _ _ _ . __ _ - - -- - - - - -- - IE OUT= 344.58 12" - TN TO EXISTING 10' WATERMAIN - ""''�^ -•� TEE & TAPPING SLEEVE w/ GATE VALVE 15 RT (CREEK STREET) i.00 LT (ACCESS WAY A) � � h i I 2,94 l F' , R.AA4 FT FT :,.. I.P. ELEV= 348.511 _ ...._m �. �.�� _,. = 352.431 C15 PROPOSED 2"0 SANITARY FM PROPOSED 214± LF 8" SEE SHEET C10 340 _. -._ -- - _ -__ -- _ __ .__ ______ .._______._. -___ -_ __.___ ._- -- _ -- -- _._---- _- _--- -_�_ -- -_- _._ _- __ _ __ - - -_- _ WATFIR MAIN _ 8' TEE w GATE VALVE AND END PLUG PROP. 2 "� CONNECTION TO STA. 52 +68.96, 6.00' L (ACCESS WAY A) EXISTING 4 "0 SEWER FORCE MAIN APPROXIMATE EXISTING GRADE STA. 20 +28, 6.00' LT (ACCESS WAY C) STA. 50 +42.351 @ ALIGNMENT CENTERLINE APPROXIMATE T.O.P. = 354.32± SEE ALSO SHEET C15 APPROXIMATE FINISHED GRADE APPROXIMATE FG =348.7 ± 0 ALIGNMENT CENTERUNE SEE SHEET C10 ----- ._ ___._____-- .____------- .____.._ i r` Ln r\ d, r-_ r` n r` r- ^ Ln r-- rn U-) r 1.f7 L n L) .r- Lc) ) to r) (� Ln s!- r) � Ln "d- r� 00 Ln Lfi ai �- iii a mot- M M M 17 17 ►+� 17 5"I +00 52 +00 3 ACCESS WAY A PROFILE H1'= 20'/V1' =5' 53 +00 54 +00 W a 1+i w L) E'-+ U� w z w 0 w z LU i9 4* Lnm Ln z w L o � U 0 oc z a Z ., EXPIRES / n7ua U NlIil� s �Irl 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 BARR BY QR: JH 7/28107 BY DATE SCALE: 1 " =20' DATE: 7/30/07 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY A PLAN & PROFILE C7 SHEET 7 OF 32 IS] AUG 0 5 2008 rn 3 v Ld J li 0 ty a u� I c0 0 I 00 c� z 0: 00 r; n 0 0 v w 0 a: vi I E co co 0 0 04 0 3 ¢ GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 & a � a o 1 SITE MAP _ 1' = 200' 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 C14 & C15 FOR ACCESS WAY D PLAN AND PROFILE ftLF8"oP 11 FL 15D, c9oo /if v SEE SHEET C11 FOR ACCESS WAY D PLAN AND PROFILE lo �1�.•� A : ��•����• ,. - - _ l fglM=347.f i STA. + T / . �Ltbb 45' END (MJ) 1 - 8 _._ .. W wo �. 1 - THRUST BLOCK I� � �� j I 148 LF It ADS N -12 $D _ 54+00 259 LF 12" ADS N -12 55 +00 W Say S SD i- _. s -D- CB #20, TYPE 1 a W ►� s RIM= 347.91 — — — — — — — — 348 349 MATCHLINE — �A. 55 +75.65 21.00' RT 44± LF 8 "0 PVC 1 - 8" 45' BEND (MJ) PROPERTY LINE CONTINUATION FROM CL 150, C900 1- HRUST BLOCK THIS S H E E T ww MATCHLINE ACCESS WAY A PLAN SEE CONTINUATION 2 10 _ , 3 THIS SHEET W� a TW w V N � -T4 W RIM = 347.91 IE IN =343.5 12' IE_..__ ._ti- . -- _ -�-� — — — ------ - - - - -- - -- - - - — "— — ._ - -_... -- --- - - - - -- -- L mw 0 a,n NOTE:_ CONTRACTOR_ SHAT L- _DEFLECT _WA ..MAIN__AND- im SANITARY FORCE MAIN AS NEEDED TO EN RE A MINIMUM 45' BEND iw VERTICAL SEPARATION OF 1.5' AT ALL 11 S. CONTRACTOR STA. 55 +44.85, 10.00' LT SHALL MAINTAIN A 3.5' MINIMUM COVER VER WATER MAIN APPROXIMATE T.O.P. ELEV AND A 5.0' MINIMUM COVER OVER SANIT Y FORCE MAIN APPROXIMATE FG= 348.02± AT ALL TIMES. I� N 6i N M .mod- � dam- rcj�d- M M M md 54 +00 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 55 +00 WATER MAIN _ _. _. _ STA. 55 +75.65, 2100' RT =3 .43± APPROXIMATE' T.O.R. ELEV= 342.52± APPROXIMATE' FG= 48.33± N (� 0-) r-� � Ca oo Mn ro 'd- r�') M ml ) APPROXIMATE FINISHED GROUND SHOWN CB 18, TYPE 1 FOR REFERENCI SEE GRADING PLAN STA: 56+81.9-5, 10.72' LT APPROXIMATE EXI TING CB 17 TYPE 1 RIM = 347.88 SHEETS C5 do 16 GRADE ALONG STA: 57 +69.62, 20.00' Lr IE IN= 342.95 2 ALIGNMENT CENTERLINE RIM= 346.62 IE OUT =342.9 12' -- - -- __ -- • IE OUT= 342.59 12" - -- -- - - - -- _ — APPROXIMATE EXISTING GRADE @ ALIGNMENT CENTERLINE APPROXIMATE FINISHED GRADE 0 ALIGNMENT CENTERLINE N N p oo N 0o n d r� M � M 56 +00 57 +00 3 ACCESS WAY A PROFILE m 00 '.6 00 � M _ - - -, 00 CD c0 N M 58 +00 360 350 340 3 3 0 Cl rn LnV a U+ a Go LLI N / z w 0 w 2 z w 0 V'-'- r W Z zE3 o� 2 z a F- 4n ce z 9 EXPIRES / i 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 STA 55 +76.82±, 248.16'± RT ACCESS WAY A PROP. CONNECTION TO EXISTING 8 WATERMAIN, SEE DETAIL 1 1 - 10 "x8' TAPPING TEE (FL) C2 1 - TAPPING SLEEVE 3 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 3 PROJECT ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. — APPROX. LOCATION OFS -�'T — S — VV APPROX. LOCATION OF llvv EXST 2-0 SANITARY 106TH AVE • PRESS JI E MAIN W W EXST 8 0 WAT R MAIN T _ -- 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 7/28108 BY DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT #: 07118,10 SHEET NAME: ACCESS WAY A PLAN & PROFILE C8 SHEET 8 OF 32 1S) SWIWAik AUG 0 5 2006 rprA ►� s RIM= 347.91 — — — — — — — — 348 349 MATCHLINE — �A. 55 +75.65 21.00' RT 44± LF 8 "0 PVC 1 - 8" 45' BEND (MJ) PROPERTY LINE CONTINUATION FROM CL 150, C900 1- HRUST BLOCK THIS S H E E T ww MATCHLINE ACCESS WAY A PLAN SEE CONTINUATION 2 10 _ , 3 THIS SHEET W� a TW w V N � -T4 W RIM = 347.91 IE IN =343.5 12' IE_..__ ._ti- . -- _ -�-� — — — ------ - - - - -- - -- - - - — "— — ._ - -_... -- --- - - - - -- -- L mw 0 a,n NOTE:_ CONTRACTOR_ SHAT L- _DEFLECT _WA ..MAIN__AND- im SANITARY FORCE MAIN AS NEEDED TO EN RE A MINIMUM 45' BEND iw VERTICAL SEPARATION OF 1.5' AT ALL 11 S. CONTRACTOR STA. 55 +44.85, 10.00' LT SHALL MAINTAIN A 3.5' MINIMUM COVER VER WATER MAIN APPROXIMATE T.O.P. ELEV AND A 5.0' MINIMUM COVER OVER SANIT Y FORCE MAIN APPROXIMATE FG= 348.02± AT ALL TIMES. I� N 6i N M .mod- � dam- rcj�d- M M M md 54 +00 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 55 +00 WATER MAIN _ _. _. _ STA. 55 +75.65, 2100' RT =3 .43± APPROXIMATE' T.O.R. ELEV= 342.52± APPROXIMATE' FG= 48.33± N (� 0-) r-� � Ca oo Mn ro 'd- r�') M ml ) APPROXIMATE FINISHED GROUND SHOWN CB 18, TYPE 1 FOR REFERENCI SEE GRADING PLAN STA: 56+81.9-5, 10.72' LT APPROXIMATE EXI TING CB 17 TYPE 1 RIM = 347.88 SHEETS C5 do 16 GRADE ALONG STA: 57 +69.62, 20.00' Lr IE IN= 342.95 2 ALIGNMENT CENTERLINE RIM= 346.62 IE OUT =342.9 12' -- - -- __ -- • IE OUT= 342.59 12" - -- -- - - - -- _ — APPROXIMATE EXISTING GRADE @ ALIGNMENT CENTERLINE APPROXIMATE FINISHED GRADE 0 ALIGNMENT CENTERLINE N N p oo N 0o n d r� M � M 56 +00 57 +00 3 ACCESS WAY A PROFILE m 00 '.6 00 � M _ - - -, 00 CD c0 N M 58 +00 360 350 340 3 3 0 Cl rn LnV a U+ a Go LLI N / z w 0 w 2 z w 0 V'-'- r W Z zE3 o� 2 z a F- 4n ce z 9 EXPIRES / i 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 STA 55 +76.82±, 248.16'± RT ACCESS WAY A PROP. CONNECTION TO EXISTING 8 WATERMAIN, SEE DETAIL 1 1 - 10 "x8' TAPPING TEE (FL) C2 1 - TAPPING SLEEVE 3 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 3 PROJECT ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. — APPROX. LOCATION OFS -�'T — S — VV APPROX. LOCATION OF llvv EXST 2-0 SANITARY 106TH AVE • PRESS JI E MAIN W W EXST 8 0 WAT R MAIN T _ -- 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 7/28108 BY DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT #: 07118,10 SHEET NAME: ACCESS WAY A PLAN & PROFILE C8 SHEET 8 OF 32 1S) SWIWAik AUG 0 5 2006 54 +00 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 55 +00 WATER MAIN _ _. _. _ STA. 55 +75.65, 2100' RT =3 .43± APPROXIMATE' T.O.R. ELEV= 342.52± APPROXIMATE' FG= 48.33± N (� 0-) r-� � Ca oo Mn ro 'd- r�') M ml ) APPROXIMATE FINISHED GROUND SHOWN CB 18, TYPE 1 FOR REFERENCI SEE GRADING PLAN STA: 56+81.9-5, 10.72' LT APPROXIMATE EXI TING CB 17 TYPE 1 RIM = 347.88 SHEETS C5 do 16 GRADE ALONG STA: 57 +69.62, 20.00' Lr IE IN= 342.95 2 ALIGNMENT CENTERLINE RIM= 346.62 IE OUT =342.9 12' -- - -- __ -- • IE OUT= 342.59 12" - -- -- - - - -- _ — APPROXIMATE EXISTING GRADE @ ALIGNMENT CENTERLINE APPROXIMATE FINISHED GRADE 0 ALIGNMENT CENTERLINE N N p oo N 0o n d r� M � M 56 +00 57 +00 3 ACCESS WAY A PROFILE m 00 '.6 00 � M _ - - -, 00 CD c0 N M 58 +00 360 350 340 3 3 0 Cl rn LnV a U+ a Go LLI N / z w 0 w 2 z w 0 V'-'- r W Z zE3 o� 2 z a F- 4n ce z 9 EXPIRES / i 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 STA 55 +76.82±, 248.16'± RT ACCESS WAY A PROP. CONNECTION TO EXISTING 8 WATERMAIN, SEE DETAIL 1 1 - 10 "x8' TAPPING TEE (FL) C2 1 - TAPPING SLEEVE 3 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 3 PROJECT ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. — APPROX. LOCATION OFS -�'T — S — VV APPROX. LOCATION OF llvv EXST 2-0 SANITARY 106TH AVE • PRESS JI E MAIN W W EXST 8 0 WAT R MAIN T _ -- 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 7/28108 BY DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT #: 07118,10 SHEET NAME: ACCESS WAY A PLAN & PROFILE C8 SHEET 8 OF 32 1S) SWIWAik AUG 0 5 2006 _ - - -, 00 CD c0 N M 58 +00 360 350 340 3 3 0 Cl rn LnV a U+ a Go LLI N / z w 0 w 2 z w 0 V'-'- r W Z zE3 o� 2 z a F- 4n ce z 9 EXPIRES / i 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 STA 55 +76.82±, 248.16'± RT ACCESS WAY A PROP. CONNECTION TO EXISTING 8 WATERMAIN, SEE DETAIL 1 1 - 10 "x8' TAPPING TEE (FL) C2 1 - TAPPING SLEEVE 3 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 3 PROJECT ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. — APPROX. LOCATION OFS -�'T — S — VV APPROX. LOCATION OF llvv EXST 2-0 SANITARY 106TH AVE • PRESS JI E MAIN W W EXST 8 0 WAT R MAIN T _ -- 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 7/28108 BY DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT #: 07118,10 SHEET NAME: ACCESS WAY A PLAN & PROFILE C8 SHEET 8 OF 32 1S) SWIWAik AUG 0 5 2006 58 +00 360 350 340 3 3 0 Cl rn LnV a U+ a Go LLI N / z w 0 w 2 z w 0 V'-'- r W Z zE3 o� 2 z a F- 4n ce z 9 EXPIRES / i 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 STA 55 +76.82±, 248.16'± RT ACCESS WAY A PROP. CONNECTION TO EXISTING 8 WATERMAIN, SEE DETAIL 1 1 - 10 "x8' TAPPING TEE (FL) C2 1 - TAPPING SLEEVE 3 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 3 PROJECT ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. — APPROX. LOCATION OFS -�'T — S — VV APPROX. LOCATION OF llvv EXST 2-0 SANITARY 106TH AVE • PRESS JI E MAIN W W EXST 8 0 WAT R MAIN T _ -- 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 7/28108 BY DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT #: 07118,10 SHEET NAME: ACCESS WAY A PLAN & PROFILE C8 SHEET 8 OF 32 1S) SWIWAik AUG 0 5 2006 cn 0 cr_ a- co 00 V) CD z 00 0 > cn F- C.) 0 cii E 00 0 0 N GRAPHIC SCALE 10 20 40 IN FEET ) I inch = 20 ft CREEK ROAD MIXED USE w 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 B PLAN & PROFILE S_ '._ y=' 5------ S----- S----- S------ S----- S----- S-- - - -S_6 40' EXST 2+00 3+00 4+00 71- - -55 PROF-ROW T _w w -:W W- _ w _w __w _w X w w w w w RAI CREEK STREET ....... ....... . . .... .......... .. STA 6+45.20, 7.41- RT (CREEK STREET) STA 14+53.77, 74.08' LT (ACCESS WAY B) PROP. CONNECTION TO EXISTING 10- ,, 1 WATERMAN, SEE DETAIL 1 - 10"x8m TAPPING TEE (FL) --l-'----TAPPING--SLEEVE'-----""-- _..1_._-GAT"LVE-(FLxMJ) x. THRUST BLOCK - C4NRA=-SHALL EXACT VERTICAL AND HORIZONTAL LOCATION OW SEE SHEET C15 FOR CREEK OF EXISTING WATER MAIN PRIOR TO ANY 5+00 ROAD PLAN Ak SC WHAT )PRO CONSTUCTION SHOWN ON . IF LOCPLANS CATION DI ONFFERS TACT FROM --I - I PROJECT ENGINEER IMMEDIATELY POSSIBLE DESIGN CHANGES. W _w_ w w W_ W_ m_ �1���r' q .......... ........... 101- 1110- EXST HYDRANT O-F 7 ----------------------------------- `VI STA 2+47.21 5.35' RT (CREEK STREET A- STA 50+55.39, 6.00' LT (ACCESS WAY A) PROP. CONNECTION TO, EXISTING 100 WATERMAN, SEE DETAIL %' 1 - 10 8 TAPPING TEE (FL) I - TAPPING SLEEVE 1 -GATE VALVE (FLxMJ) CO r--CB TYPE I I u 1 THRUST BLOCK #22, ST k: 10 STA 11 +51116 SEE DETAIL (TYP.) C27 RI =350.1 CONTRACTOR SHALL POTHOLE AND VERIFY EXACT VERTICAL AND HORIZONTAL LOCATION OF EXISTING WATER MAIN PRIOR TO ANY S CONSTUCTION. IF LOCATION DIFFERS FROM WHAT ON PLANS CONTACT PROD ENGINEER IMMEDIATELY FOR POSSIgLi DESIGN CHANGES. t _9 PROPERTY LINE tv Ln (4 SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE t r�cr��Lar���r� -. ,� 0 1 SITE MAP CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 360 350 340 n ul 11+00 101-LF 12m ADS N-12 Rim= 34$.95 1 " _SS SS. CIS ss- Z_ u t 10 C B 1#11 4E 1 STA: 14+38.09, 63.63 LT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - --- ,A R10=34 .26 v 34 b; .4 04 FIRE I EPAR"D ENT CONNECTI( -'B F*�`(QMMERI IAL BUI -DING I `H$ 10 TYPE 1 I ( 5i 12+7716 SEE 'N T - THIS 'HEET C c LINE (fYP u FDC D%A (Typ.) 12+00 13+00 161 V, 12 N$ N-12 14+ SEE PkVGe 9 T "d- _SS _SS SS FOR SANITARY SS _SS _sS SYSTEM' RESIGN DDCVA FOR COMMERCIAL FIRE LINE ov all ILDING #1 (TYP `0 K G DOMESTIC WATER ME N N FOR GOMMERCIAL RU ING 11 \N SEE 911L (fl.) SITEM IE � ;A ­RD .1 -R -Di RD RID RD. & 'A COMMERCIAL BUILDING #2 W )_���ISS�WA�l B�11.�AN. 7" RD RD RD A SA: TYPE COMMERCIAL BUILDING #1 #5, 14+37.89, 67.25' RT RIM=350.75 DOMESTIC WATER LINE (TYP.) CB 16, TYPE 1 SEE SHEET C10 47- R a. �3 C� CC SEE SHEET C10 FOR ACCESS WAY C PLAN AND PROFILE ........ k WN w ---------- 1551 LF 8`0 PVC CL 160, C900 Lu $­I al ;2: Lu aL 10+00 ll+ ()O 12+00 ACCESS WAY B PROFILE 3 H1'= 20'/V1' =5' 13+00 14+00 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 DRAWN: VERONICA SISSECK BY QR: JH 7128/08 BY DATE SCALE: 1"=20' DATE: 7/30/07 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY B PLAN & PROFILE C9 SHEET 9 OF 32 ACCESS WAY B STA: 10+50.25 STA 14+53.88. 18.81 LT Ln Lu X: I 8'x6" TEE (MJxFL) C) 8 FIRE HYDRANT ASSEMBLY, *__4 Ln YN FOR REFERENCE SEE GRADING STA: 14+31109, 63.63' LT SEE DETAIL (TYP'.) r2 CB #22, TYPE 1 CB f23, TYPE I 1 -"THRUST BLOCK K U2 CB #4, TYPE I PLAN SHEETS C 5 & C6 RIM=349.26 62 Lf 0 0.004 FT /FT IE IN=346.27 12' C812 TO CB I t __ - - - _ - - - __ STA: 10+ Z A CESS WAY B ,,, L� � - _ __ _ . � - - -1 STA: 51+31.50 ACCESS WAY A RIM=350.15 -1 � . � - ­1 11 - - - _.- - ­_­ - - ­ - - - C J3, 1 _-STAi-M. 7M RIM=349.95 -------- S A: 14 +3 .89 4+4 IE IN=345.15 12' C) R =349.8i CD LE PUT=345.15 12" IE OUT=345.55 12' IE OUT=346.66 12' 107 L O Lu CB#3 TO C #6 -- - --------- ail cy O_ 00 -H PROPERTY LINE C5 0 , 6i U, Q Oaf _101,v,9 A - ----------- N O-APPROXIMATE LOCATION OF 10+00 ll+ ()O 12+00 ACCESS WAY B PROFILE 3 H1'= 20'/V1' =5' 13+00 14+00 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 DRAWN: VERONICA SISSECK BY QR: JH 7128/08 BY DATE SCALE: 1"=20' DATE: 7/30/07 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY B PLAN & PROFILE C9 SHEET 9 OF 32 ACCESS WAY B STA: 10+50.25 APPROXIMATE FINISHED GROUND 0 ACCESS WAY CB J2 TYPE 1 I ACCESS WAY A STA: 51+31.50 ALIGNMENT SHO YN FOR REFERENCE SEE GRADING STA: 14+31109, 63.63' LT CN CB #22, TYPE 1 CB f23, TYPE I CB #4, TYPE I PLAN SHEETS C 5 & C6 RIM=349.26 62 Lf 0 0.004 FT /FT IE IN=346.27 12' C812 TO CB I t __ - - - _ - - - __ STA: 10+ Z A CESS WAY B ,,, L� � - _ __ _ . � - - -1 STA: 51+31.50 ACCESS WAY A RIM=350.15 -1 � . � - ­1 11 - - - _.- - ­_­ - - ­ - - - -_ I - � � --STk 4+51A& RIM=349.95 APPROXIMATE EXISTM- GR�DE ALONG-- ALIGNMENT CENTERLINE _-STAi-M. 7M RIM=349.95 -------- - CB #3, fI`YPE 1 -IE,OUT=346.27 12' STA: 1437.89 IE IN=345.15 12' IE [N=345.55 12' IE IN=346.66 12" RIM=34q.80 LE PUT=345.15 12" IE OUT=345.55 12' IE OUT=346.66 12' 107 L IE IN=36.02 12" ®0.0095 FT IE OUT�346.02 12 CB#3 TO C #6 -- - --------- 0 , 6i U, Q Oaf _101,v,9 9X_4 FT z - ----------- N O-APPROXIMATE LOCATION OF PROPOSED 8*0 WATER MAIN SSCEI SEE SHEET C7 & C8 SEE SHEET C19 FOR SEE SHEET C10 SANITARY ELEVATION - NOTE: CONTRACTOR SHALL DEFLECT W TER MAIN AND PROPOSED 2"0 PANITARY FM CONNECTION TO SSCO INFORMATION ------- - -- - r m T/% RY FARGAE MLAAW-AS N "' rLIVI in r%-MINIMUM­- SEE. SHEE1S__C1�_..__._.. STEP-TA-NK--00M-T---_. ___a�3HHT CU --kiCN SSCO 0PROXIMATE EXISTING GRADE VERTICAL EPARA ;" TION OF 1.5' AT ALL JTZ� CONTRACTOR ON OF THE BU BE CLEARLY POSTED AT E SHALL SEESHEETC19 CH FDC (TYP.) TO PROPOSED 2"0 SANITARY FM 0 ALIGNMENT CENTERLINE SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN THE APPROVAL OF THE CI OF YELM. SE E SHEETS C7 & C8 AND A 5.0' MINIMUM COVER OVER SANITARY FORCE MAIN NOTE: CONTRACTOR TO C 0 RDINATE LOCATION -APPROXIMATE FINISHED ONE AT ALL TIMES. ------ 0 ALIGNMENT CENTERUNE - ----- OF FDC AND LINE NTH A CONTRACTOR PRIOR TO C PROTECTION CD . !10 cr) d_ . 00 4714 C) 04 M r- 00 (41 00 00 V_ Lo C3 Lo Lo 6 c) Lo Lo c3i c) W) 6 CD Lo Lo 6 ai6 Lo ai6 Lo 00 Lo -.4- ' to n re) po re) n to 10+00 ll+ ()O 12+00 ACCESS WAY B PROFILE 3 H1'= 20'/V1' =5' 13+00 14+00 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 DRAWN: VERONICA SISSECK BY QR: JH 7128/08 BY DATE SCALE: 1"=20' DATE: 7/30/07 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY B PLAN & PROFILE C9 SHEET 9 OF 32 m 3 J 0 a Lo co 0 V co r 0 z Q a: 00 0 0 U w O GC a f� I E 00 0 0 N GRAPHIC ( IN FEET ) 1 inch = 20 STA. 52 +68.96, 6.00' LT (ACt STA. 20 +28, 6.00' LT (ACCES 1 - 8" TEE (FLxMJ) 2 - 8" GATE VALVES (FLxMJ) 1 - 8" END PLUG 2 - THRUST BLOCKS mwlm�i� s: (_ 1 SITE MAP t• = 2ao' CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 0 d CB #21, TYPE 1 STA: 20+22 RIM = 348.72 reff; 350 340 Oc Ln M 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 CB #41, TSB �AG 20 +91.44 ACCESS WAY C STA: 20 +,91.44 RIN, =348 76 ON OF THE BUILDING SERVED SHALL SEE SHEET C14 & C15 FOR ACCESS WAY F PLAN AND PROFILE IlAlll 2 ACCESS WAY C PLAN 1• =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' MINIMUM COVER OVER SANITARY FORCE MAIN AT ALL TIMES. SEE SHEET C12 & C13 FOR ACCESS WAY E PLAN AND PROFILE 1 - 8" 90' BEND I c -P Qc>) I �6, TYPE 1 2 91.07, 5' :35 .50 I STA 20 +22 ACCESS WAY j STA C 20 +91.44 ACCESS WAY C i 2 ACCESS WAY C PLAN 1• =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' MINIMUM COVER OVER SANITARY FORCE MAIN AT ALL TIMES. SEE SHEET C12 & C13 FOR ACCESS WAY E PLAN AND PROFILE 1 - 8" 90' BEND I c -P Qc>) I �6, TYPE 1 2 91.07, 5' :35 .50 I STA 20 +22 ACCESS WAY j STA C 20 +91.44 ACCESS WAY C i i IDENTIFICA ON OF THE BUILDING SERVED SHALL = STA: 52 +74.96 ACC _ 'S WAY A = S TA: 40+31.46 ACCESS WAY F I STA: 23 +44.44 ACCESS WAY C BE CLEARLY POSTED AT EACH FDC (TYP.) TO =STA: 30 +31.50 ACCESS WAY E I CB 1 TYPE 1 ; THE APPR I VAL OF THE CITY OF YELM. STA: 20+91.44 ACCESS WAY ^ �. APPROXIMATE FINISHED GROUND 0 ACCESS WAY CB 26 TYPE 1 0 C LOCATION - CB 21, TYPE 1 ..__..___ STA: . _ - -. 40 +31.46 ACCESS WAY - ALIGNMENT- -SHOWN -FOR REFERENCE- SEE- GRADING ____ _ ___ _. - -_- � C ___._ _ ___.____ __ ___ . _ __ _ _ _ __ .--- _ - - - -- -_ _ _ _ -_ - -- .__ __ _ -_ . C __ PROTECTION_ RIM= 348.45 STA: 20+22 ACCESS AY C RIM = 48.76 PLAN SHEETS C5 & C6 APPROXIMATE EXISTING GRADE ALONG IE IN= 344.79 12" CONTRAC CO J8, TYPE 1 R PRIOR TO CONSTRUCTION. N STA: 52 +74.96 ACCESS WAY A IE IN 344.42 12• I ALIGNMENT CENTERLINE IE OUT= 344.79 12" ST k: 23 +44.44 ACCESS WAY C W RIM= 348.72 IE = 344.42 12' ST : 30 +31.50 ACCESS WAY E =3 -FE IA=3"tr- - - - -- -- - - - -- R11 = 347.42 r- o fE OUT- 344.58 12 .__ - - .. _.IE N=344.42 12 - _...__- 1 -� -------- - - - IEOUT= 344.4212" ce - -- - --�- cn w TO CB #20 j TO C640 PROPOSED `310± LF 8" #' z -- I ' f a- VES AND END PLUG E w GATE VALVES TEE w GATE VA i 45' BEND I �- TA. 20 +97.44, 6.00 L'r (ACCESS WAY C) STA. 52 +68.96, .00' LT (ACCESS WAY A) i TEE AND 5' BEND w GATE VALVES STA. 30 +07.20, 16.37' L (ACCESS WAY E) __ STA. 20 +28, 6.0 �... _ LT (ACCESS WAY C) __ _ _ TA. -40 ±25.51..6.00 _LT_ ACCESS WAY_F _- ( j _ _ _.._. _ -_ _ ___ -- _ j STA. -30+ - WAY-E-)----- :50; $00l_RT (ACCESS WAY -Ej I STA: 23 +38.44, 6.00' LT (ACCESS WAY C) APPROXIMATE T.O.P. ELEV= 345.331 APPROXIMATE PPRO XIMATE T.O.P. ELE.V= 345.32 t FG= 348.82± APPROXIMATE EXISTING GRADE STA. 23+ � 44 6.00 LT ACCESS WAY C ( ) ! APPROXIMATE T.O.P. ELE - 345.38± APPROXIMATE FG 348.86± EE SHEETS C14 & C14 � � ALIGNMENT CENTERLINE APPROXIM TE TOP ELEV = 343.91± T.O.P. PPROXIMATE FG= 349.24 SEE SHEET C7 APPROXIM TE FG= 347.49± SEE SHEET C9 PROPOSED 2 "0 SANITARY M APPROXIMATE FINISHED GRADE SEE SHEE C12 & C13 PROPOSED 2 "0 SANITARY FM SEE SHEET C7 I I 0 ALIGNMENT CENTERLINE SEE SHEETS C12 & C13 I ci � 00 c M 00 04 00 to cV 04 ci MM MM MM pr2� MM I MM po MM i 20 +00 21 +00 22 +00 S ACCESS WAY �Cl�ROF�ILI H1 "= 20'/V1' =5' 23 +00 24 +00 "�ll z w 0 w aj- z Lu °S o z m N U) z O cn ail af z z W 0 Lu Q 0 I F- z 9 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 LL C. C 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 _ 7128/08 BY DATE SCALE: I"=20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY C PLAN & PROFILE C10 SHEET 10 OF 32 151 �-IPURAIIAL AUG 0 5 2008 3 W J u- 0 co 0 U olo n cn 0 z avv li 00 h 0 0 cn F- 0 w 0 W I E v rn N 0 I 00 0 0 N 0 rn 20 GRAPHIC SCALE ( IN FEET ) i inch = 20 fL 1 SITE MAP 1' =100' CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE H f 350 ui 330 OQ i 7� M 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 FOR SEE '-SHEET C14 & C15 CITY WAY F ACCESS WAY D PLAN &PROFILE PLAN AND PROFILE 2 � �S S WAY D PLAN SEE SHEET C12 & C13 FOR ACCESS WAY E PLAN AND PROFILE u')I I CO 117, TYPE 1 STA: 28 +44.86 ACCESS WAY D I STA: 25+42.01, 13.31' LT ACCESS WAY D 12, TYPE 1 =STA. 35 +39.48 ACCESS WAY E STA: 57 +69.62; 20.00' LT ACCESS WAY A ST A: 27 +18.29 ACCESS � S T Y D C 11 TYPE 1 RIM= .62 CB 6 TYPE 1 RIM = 345.83 S A: 28 +44.86 ACCESS WAY D IE IN 342.59 1:." _ STA: - -: 25+91.79 ACCESS WAY D _ APPROXIMATE FINISHED GROUND ® ACCESS IE IN= 341.88 12" (N,S) WAY S A: 35 +39.48 ACCESS WAY E _ IE OL T= 342.59 12• 98�CCESS�VAY f ALIGNMENT SHOWN FOR REFERENCE SEE GRADING IE IN= 342 12" RIM= 45.46 PLAN SHEETS C5 & C6 APPROXIMATE EXISTING GRADE ALONG IE 42.39 OUT .39 9 12" IE IN 342.39 12" ALIGNMENT CENTERLINE - IE = 342.39 12" — FROM CB 17 , 4, {{ s °� N I a ROPOSEC 2 SANITARY FM , EE SHEET C15 PROPOSED 241f LF 8 #} W INTERSECTION cn cn ROAD D & ROAD F STA 25 +91.78 ATE VALVE AND FLANGE CAP PROPOSED 1 "0 PRESSURE SIDE SEWER TEE w ATE VALVE AND FLANGE CAP PROPOSED 2 "� SANITARY FM z STA 45 +39.48 LTA.45+33.48, 6.W LT ACCES S WAY F ( ) SEE SHEET C19 FOR INFORMATION STA. 35 33.48, 6.00 RT (ACCESS WAY E) SEE SHEET C19 --- _ -. __-__ _. - -___. _ -_ -_- _.____.._ A'tER ►�AIIV ANQ ENSURE A MINIMUM 97.78, 6.00 LT (ACCESS WAY D) _ AT��QI?._ELEV�42.02t___ ,_ _ PROXIMATE F(, 345.521 ________. _ . _ _ _ __ __ _ _ . ----- _ -__._ ___ -- _ -___.- - __ __ _ _ __.. _..__ _.. -- - _ - - -_. __.____- STA. 28 - -_- _ __ -- _.... _ _ __... ___ -_ _ _ . _ ___ ARRR APPROXI 38.78, 6.03 LT (ACCESS WAY D) -T.O:R ELEV- 341:;�2� __ . -_ . =. _- -._IVOIE:- ATE FG= 345.521 0 OF THE BUILDING SERVED SHALL CONTRACTOR.. __ _ _ SHAIlDEFLECT SANITARY FORCE MAIN AS NEEDED TO VERTICAL SEPARATION OF 1.5' AT ALL TIMES. CONTRACTOR EE SHEET C15 APPROXIMATE EXISTING GRADE @ ALIGNMENT CENTERLINE SEE SHE[ T C13 BE CLEARLY BE CLEARLY OS1ED AT EACH FDC (I. TO SHALL MAINTAIN A 3,5' MINIMUM COVER OVER WATER MAIN THE APPROV OF THE CITY OF YELM. AND A 5.0' MINIMUM COVER OVER SANITARY FORCE MAIN APPROXIMATE FINISHED GRADE 0 CTOR TO COORDINATE LOCATION AT ALL c0 OD 0 ALIGNMENT CENTERLINE p --d- � p� cl OF le CR M N 000000 �`N Ld 25 +00 26 +00 27 +00 S A��!l S WA�YD �IR O FILE '/V1 ' =5' 28 +00 29 +00 z w Q Lu z � w m z w Ln O Z � H 4� J Lu 1-' ce Z H m EXPIRES /y 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 BARR BY QR: JH 7/08 BY DATE SCALE: 1"=20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY D PLAN & PROFILE C11 SHEET 11 OF 32 1si sUu; -Ilk AUG 0 5 2008 rn 3 w 0 o_ L0 cfl 0 U 0)0 r W 0 z w 00 r 0 0 U w w E v M 0 00 0 0 N 0 v, GRAPHIC SCALE 10 20 40 so (IN ) 1 inch = 20 ft CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 1 SITE MAP 1" = 200' 350 340 330 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 E PLAN &PROFILE 349 —350-' w a ss -ss- AQ A a SEE SHEET C9 CB 17, TYPE 1 ---- STA: 30 +05.42 (ACCESS STA: 23 +44.44, 26.08 LT RIM = 348.22 U C.7 L � 0 H 0 U m CB #6, TYPE 1 STA: 29 +95.95, 46.63' LT ACCESS WAY E RIM= 350.50 RIM = 350.50 ---IE-IN--345:801;?' -- _ IE OUT= 345.00 12" 107 LF 0 0.0095 FTIFf CB#3 TO CB,#6 48 LF 0 0.01 FT/FT PROPERTY LINE SEE SHEET C10 FOR ACCESS WAY C 2 �'- CCESS WAY E PLAN PLAN AND PROFILE =20' W /SOLID LOCKING LID STA: 30 +05.42 ACCESS WAY E ,ACCESS WAY :_ ACCESS WA STA: 30 +31.50 C STA 23+44.44 RIM= 348.22 CB TYPE STA: 31+87.,2 STA: 30+31. ACCESS WAY E MINIMUM COVER OVER WATER RlM= 47.64 IE OUT =344.52 12" IE IN= 344.42 12" - .1E OUT-344.42-:12!- — - - - +Q0 a W 0.004X FT/FT STA. 30 +25.50, 6.00' RT (ACCESS WAY E) Slk. 23 +38.44, 6.00' LT (ACCESS WAY C) APPROXIMATE T.O.P. V= 343.43± APPROXIMATE FG =34 .41± SE1: SHEET CIO APPROXIMATE EXISTING GRACE @ ALIGNMENT CENTERLINE APPROXIMATE FINISHED GRADE 0 ALIGNMENT CENTERLINE o wd- o M Lo 30 +00 —R D im I co W TER MAIN W mi IANT TEE 'Z STA - -38+ 60:5- 3 -&.02- RT- - . ATE T.O.P. ELEV =343. 5± �°� 04 W ATE FG= 347.71± i W W CB 9 TYPE 1 STA: 31 +87.42 ACCESS WAY E APPROXIMATE FINISHED GROUND ®ACCESS WAY RIM = 347.60 ALIGNMENT OWN FOR REFERENCE SEE GRADING IE IN= 343.80 12" �A� - _c5- �- c6---- .------- - - - - -- --_____ _�_---- �- �-T= �3:8o- t�'- ___._.__ EXISTING GROUND ACCES WAY E ALIGNMENT .y APPROXIM APPROXIM PROPOSED 2"0 SANITARY FM SEE SH ET C10 ►� h CB f 1, TYPE 1 IN I AS NEEDED TO ENSURE A Mil �i4i►Ili1: STA: 31+87.,2 CTOR _ SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER RlM= 47.64 OVER OVER SANITARY FORCE MAIN AT ALL TIMES. W -SS 32 +Q0 a W �W fMl W q1 4,4 A Cx "_3rB n Q� im I co W TER MAIN W mi IANT TEE 'Z STA - -38+ 60:5- 3 -&.02- RT- - . ATE T.O.P. ELEV =343. 5± �°� 04 W ATE FG= 347.71± i W W CB 9 TYPE 1 STA: 31 +87.42 ACCESS WAY E APPROXIMATE FINISHED GROUND ®ACCESS WAY RIM = 347.60 ALIGNMENT OWN FOR REFERENCE SEE GRADING IE IN= 343.80 12" �A� - _c5- �- c6---- .------- - - - - -- --_____ _�_---- �- �-T= �3:8o- t�'- ___._.__ EXISTING GROUND ACCES WAY E ALIGNMENT .y APPROXIM APPROXIM PROPOSED 2"0 SANITARY FM SEE SH ET C10 ►� h moil] ► ►: I : l�► W SANITARY FORCE MAI I AS NEEDED TO ENSURE A Mil �i4i►Ili1: �fN� ►iiiilNu�l�l�i�1►l;71iNl�lll� OF -t:5` RT`AT.C-11MES. CONTR o 00 r; d- .� rM rn r 31 +00 NOTE: CONTRACTOR HALL DEFLECT WATER MAIN AN W SANITARY FORCE MAI I AS NEEDED TO ENSURE A Mil IMUM VERT ICAI ' SEPARAl10 OF -t:5` RT`AT.C-11MES. CONTR CTOR _ SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN AND A 5.0' MINIMUM OVER OVER SANITARY FORCE MAIN AT ALL TIMES. 00 S ACCESS 1 WAY E PROFILE ._ ,/ . 32 +00 w 0 W z LU � a z P. If W z g O c' --- n ail z a 0 w Li M, IST sslONAL � EXPIRES / 054 V 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 BARR BY QR: JH 7128/08 BY DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY E PLAN & PROFILE U i. C12 SHEET 12 OF 32 im u W � W 00 S ACCESS 1 WAY E PROFILE ._ ,/ . 32 +00 w 0 W z LU � a z P. If W z g O c' --- n ail z a 0 w Li M, IST sslONAL � EXPIRES / 054 V 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 BARR BY QR: JH 7128/08 BY DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY E PLAN & PROFILE U i. C12 SHEET 12 OF 32 00 06 S ACCESS 1 WAY E PROFILE ._ ,/ . 32 +00 w 0 W z LU � a z P. If W z g O c' --- n ail z a 0 w Li M, IST sslONAL � EXPIRES / 054 V 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 BARR BY QR: JH 7128/08 BY DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY E PLAN & PROFILE U i. C12 SHEET 12 OF 32 3 -v uj J U- 0 w CL v7 i co 0 U 00 n 0 / in a z �3 a cr 00 0 n 0 0 N U W 0 w I E 0 i 00 0 0 N Ili 0 Im Q GRAPHIC SCALE 20 40 ( IN FEET ) 1 inch = 20 ft so �'L�7�C�267GrT6Tx]!X] � 1 C__SITE MAP 1' = 200' CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 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 E PLAN &PROFILE ' C) PROPERTY LINE - -�--34 7-- - - 346 345 RD —RD RD D- R -RD Q Do j DOMESTIC WATER METER BUIL I H BUIL I G BUILDI G ][ FOR BUILE ING I SEE D .) 27 FIRE DEPARTMEN CONNECTION FOR BUILDING I DDCVA OR SEE OVERALL RADIN AND DRAINAGE A SEE FDC NOTE IS SHEET BUILDIN I PLANS FOR ROOF DR IN CONVEYANCE \ SEE PAGE C19 SEE DETAIL (Tl(r. 5 FDC LINE FOR SANITARY 27 ( TYP ) SYSTEM SHEET 5, A D 6 (TYP) SYSTEM DESIGN I \ F CA D D RD -RD RD RD R RD RD° RD RD RD RD e a iAd N, \, ..'. /.. .. d_ a a a na" a dQ Cl 3 53.48 6.00' T 35 +13 6. ' RT TEE rcs, ZIA � Fl� uN� ( �.) 1 8 6 TEE (MJxFL 1 8" ` (M . F-� d C\ 0' E 1 1 - Fi E H ,...: T A EMBLY FIRS H RAID AS$EM LY, 1 1 \ STA. 35 +33.48, 6.00' RT' ACCESS WAY E w k33011,48 8 SEE DETAIL. (TYP.) 2 DE ILL ( .) : ` STA 5+39. a STA. 28 +38.78, 6.03' L�f (ACCESS WAY D) \ 1 ' 1 — UST 9 CK 27 1>iRUS BL 2 1 - 8" TEE (FL) DOME C WATER LINE (TYP.) u 2 - 8" GATE VALVES (FLxMJ) i. w . , S S •SS SS SS S SS SS SS SS SS SS 1 1 - 8' FLANGE CAP 7" 155 LF 12' AQS N -12 33+00 34+00 197 LF 12" AD N -12 35+ 1 - THRUST BLOCK w Iii*— -Sp ;SD $�— ^- -~---+ , . \ k% X18 X13 3� l e F+ w; w w w w- -�-- -- w w 293± LF $ "0 PVC CL 150, C9Q0 160$ LF 8"0, 'PVC CL 150, C9@0 \ ' RD D D e (' C WAY AC J W F R� 3 3 A A E e 7 A' d 201 8 "0 PV e 8 e a e.a n e d. _ d n CL 1 , C900 (id c1N--aKA -7 A n ACCESS WAY E PLAN SEE SHEET Cll FOR ACCESS WAY D PLAN AND PROFILE WAY E APPR XIMATE FINISHED GROUND 0 ACCESS WA - - -AUGN E- Nr- SHON"R- REFERENCE-SEE GRADII PLAN SHEETS C5 & C6 I Cl Lo M� Mme, M� C6 MM M to M APPROXIMATE EXI TING GRADE ALONG 33 +00 34 +00 ALIGNMENT CENTERLINE CB 110, TYPE 1 33 +42.48 AC __ Wili- - -- - _ _ _____ _____.___ _ ____ -- -- -- __ -.___ _._ ._ _.__ -_ -_ ___ ______ _----------- - -___- ___.__ -_ STA: -_ 345.96 RIM IE 11 = 343.1812" —` — — — --- IEO T= 343.1812' - -__ -- _ - -__ —_ E-4 w FIRE HYDRANT TEE w MW NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN AND STA 33 +53.48, 6.00' RT SANITARY FORCE MAIN AS NEEDED A_ MINIMUM PPROXIMATE T.O.P. V= 342.531 � ELE --_- VERTICAL SEPARATION OF -TO _ENSURE _ .__.. � .5 AT ALL TIMES. CONTRACTOR _ - -- - --- _- _ - -._._ ._- APPROXiMAiE- Ff�=3_ -- SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN AND A 5.0' MINIMUM COVER OVER SANITARY FORCE MAIN AT ALL TIMES. ACCESS WAY E PLAN SEE SHEET Cll FOR ACCESS WAY D PLAN AND PROFILE WAY E APPR XIMATE FINISHED GROUND 0 ACCESS WA - - -AUGN E- Nr- SHON"R- REFERENCE-SEE GRADII PLAN SHEETS C5 & C6 _ _ . 350 STA: 3 +39.48 ACCESS WAY E STA: 2 +44.86 ACCESS WAY D RIM =3 .46 I IE IN= 42.39 12" j IE OUT 342.39_ r� f #*Tl -- - FIRE _ HY _ -- DRA _ NT T . __ EE 340 STA 35 +13.74, 6.00' RT P ?OPOSED 2"0 SANITARY FM PPROXIMATE T.O.P. ELE - 342.17± S E SHEET C11 APPROXIMATE FG =345.7 ± TEE w GATE VALVES AND FLANGE CAP STA. 35 +33.48, 6.00' RT (ACCESS WAY E) IDEN11FICATICN OF THE BUILDING SERVED SHALL STA. 28 +38.78, 6.03' LT (ACCESS WAY D) BE CLEARLY POSTED AT EACH FDC (TYP.) TO APPROXIMATE EXISTING GRAD[ PPROXIMATE T.O.P. ELEV = 342.01± THE APPROV L OF THE CITY OF YELM. ALIGNMENT CENTERLINE APPROXIMATE FG= 345.52± NOTE: CON 'ACTOR TO COORDINATE LOCATION APPROXIMATE FINISHED GRADE SEE SHEET C11 OF FDC AND LINE WITH FIRE PROTECTION 0 ALIGNMENT CENTERLINE _ - -_ - _ _______.___ _._ __ _.. _._______ - - -- _._.__ __ _ ___ _._ ___ _ ____ ___ _ _ _ _ 330 co I c'D 00 p u') 07 ►n st- d' W5 M Ile) rn Ile) S ACCESS 1 WAY E PROFILE 35 +00 36 +00 III z w 0 w z� Li 4A m N z w cn o z � 0 cn oc z 0 0 Z No EXPIRES /V cj►�"`_,' SEII 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 BARR BY QR: JH 7128/08 ' BY DATE SCALE: 1 " =30' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY E PLAN & PROFILE C13 SHEET 13 OF 32 ISI Yl �: i rn 3 .D w 0 a L0 I cD 0 0 010 r 0 z Q o: 00 0 0 H 0 W O of CL I E a 4 00 0 0 N M 75 GRAPHIC SCALE N 10 20 40 BO ~r U (D LL (IN FEET) cc, 1 inch = 20 ft. G 0 F-I U Gb I i i i i �r fig .� 1 SI ,• _ TE goo' MAP CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 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 1 Q e d' e o%° d I� la STA. 20 +97.44, 6.00' LT l ACCESS ' WAY C STA. 40+25.51,-6.00- LT ACCESS WAY F),� 1 - 8' TEE (FL) ° Jw 3 - 8' GATE VALVES (FLxMJ) 1 - THRUST BLOCKS 4 e «� � 1I d B 1, TYPE 1 1. '40 �Tk RI+31 A�6 6348.76 ° d -.1Z n 360 350 TEE w/ GATE VALVES 340 STA. 20 +97.44, 6.00' LT (ACI STA. 40 +25.51, 6.00' LT (AC( APPROXIMATE T.O.P. ELEV =34 APPROXIMATE FG- 348.85± SEE SHEET C10 e d Q � a a d a e BUILDING B SEE PAGE C19 DOMESTIC WATER METE FOR SANITARY FOR BUILDINGS B & C SYSTEM DESIGN EE DETAIL (TYP.H n —RD RD l) U '�` 34 STA 4C f 9.53 6.00' 1 T 0" TEE (MJxFI 1 - f E HYDF ANT A E Y SEE DETAIL (TYI - 2 - TJi 1ST B OCK 27 W 209± LF %PVC CL 150, C \� 41 +00 139 LF 12° ADS N -12 D � Q S_ ss Ss sS 5( a, epp I I a d ° v1 , ° 349 r eg 1 350 MESTIC (WATER d d JNE (T rP.) ---� e; ° 4 ° 3 ACCESS WAIF F W W W 42 +04 139 LF 12" AD —12 s� sS ss s STA 2+58.99, 6.0 LT CB 4A. r PIE 1 1 '= 'x6 E (M 1) ST : f1+ .17 1 - RE HI RANT' SSEMB Y, RI 347.7 DET IL ,(TYP) 2 1 RUST BLOCK 27 , SEE SHEET C10 FOR ACCESS WAY C FLAN AND PROFILE ��ES S WAY F PLAN a p d . d BUILDING C SEE OVEI ALL GRADING AN PLANS Fl IR ROOF DRAIN C DDCVA FOR SYSTEM SHEETS 5, AND 6 BUILDINGS B & C FDC LINE (TYP.) RD RD RD— IRE DEPARTMENT CONNECTION FOR 6UILDINGS B & C e EE FDC NOTE THIS S EET SEE DETAIL (11(P.) ST . 43+0.44, 6. 7 1 8" (FL) FIRE LJNE (m.) 3 8" G VAL 1 THRU T BLOC 42 LF 8' PVC W CL 150, C90w W 4 S<D SD SD ° e o SS 7____�: Ss CB 9, TYP 1 STA: 43+08,84 IM =345 99 r� r I' GE 1(ANCE SIRE; SEE SHEET C10 i FOR ACCESS WAY C =STA: 20+91.44 PLAN AND PROFILE LlJ 'lll + — ( A 1 VERTICAL SEPA a o e STA:440+ 71CCESS -WAY F __. _ _ _ _ _ , __._ _APPROXIMATE EXISTING -GRADE ALONG _.__ _. CB X40, TYPE 1 __ SHALL- liilAINl� _. A_15'_ MINIMUM -COVER OVER WATER MAI III STA: 20+91.44 '` ALIGNMENT CENTERLINE STA: 41 +70.17 BUILDING A (MUM COVER OVER SANITARY FORCE MAIN RIM = 348.76 RIM= 347.74 AT ALL TIMES. IE IN= 344.42 2" U e 3 I RD RD vy 24± LF N"o 12" IE " CL 1 Q STA. 20 +97.44, 6.00' LT l ACCESS ' WAY C STA. 40+25.51,-6.00- LT ACCESS WAY F),� 1 - 8' TEE (FL) ° Jw 3 - 8' GATE VALVES (FLxMJ) 1 - THRUST BLOCKS 4 e «� � 1I d B 1, TYPE 1 1. '40 �Tk RI+31 A�6 6348.76 ° d -.1Z n 360 350 TEE w/ GATE VALVES 340 STA. 20 +97.44, 6.00' LT (ACI STA. 40 +25.51, 6.00' LT (AC( APPROXIMATE T.O.P. ELEV =34 APPROXIMATE FG- 348.85± SEE SHEET C10 e d Q � a a d a e BUILDING B SEE PAGE C19 DOMESTIC WATER METE FOR SANITARY FOR BUILDINGS B & C SYSTEM DESIGN EE DETAIL (TYP.H n —RD RD l) U '�` 34 STA 4C f 9.53 6.00' 1 T 0" TEE (MJxFI 1 - f E HYDF ANT A E Y SEE DETAIL (TYI - 2 - TJi 1ST B OCK 27 W 209± LF %PVC CL 150, C \� 41 +00 139 LF 12° ADS N -12 D � Q S_ ss Ss sS 5( a, epp I I a d ° v1 , ° 349 r eg 1 350 MESTIC (WATER d d JNE (T rP.) ---� e; ° 4 ° 3 ACCESS WAIF F W W W 42 +04 139 LF 12" AD —12 s� sS ss s STA 2+58.99, 6.0 LT CB 4A. r PIE 1 1 '= 'x6 E (M 1) ST : f1+ .17 1 - RE HI RANT' SSEMB Y, RI 347.7 DET IL ,(TYP) 2 1 RUST BLOCK 27 , SEE SHEET C10 FOR ACCESS WAY C FLAN AND PROFILE ��ES S WAY F PLAN a p d . d BUILDING C SEE OVEI ALL GRADING AN PLANS Fl IR ROOF DRAIN C DDCVA FOR SYSTEM SHEETS 5, AND 6 BUILDINGS B & C FDC LINE (TYP.) RD RD RD— IRE DEPARTMENT CONNECTION FOR 6UILDINGS B & C e EE FDC NOTE THIS S EET SEE DETAIL (11(P.) ST . 43+0.44, 6. 7 1 8" (FL) FIRE LJNE (m.) 3 8" G VAL 1 THRU T BLOC 42 LF 8' PVC W CL 150, C90w W 4 S<D SD SD ° e o SS 7____�: Ss CB 9, TYP 1 STA: 43+08,84 IM =345 99 r� r I' GE 1(ANCE SIRE; A, I ,ww ACCESS WAY F I i �' =STA: 20+91.44 ACCESS WAY C LlJ 'lll + A, I ,ww ACCESS WAY F I i �' =STA: 20+91.44 ACCESS WAY C w Lo ±TOR SHALL DEFLECT WATER MAIN AND SANITARY FOR MAIN AS NEEDED TO ENSURE A MINIMU CB 1 TYPE 1 VERTICAL SEPA �w STA:440+ iuC STA: 40 +31.46 ACCESS WAY F I �' =STA: 20+91.44 ACCESS WAY C NOTE: CONTRA ±TOR SHALL DEFLECT WATER MAIN AND SANITARY FOR MAIN AS NEEDED TO ENSURE A MINIMU CB 1 TYPE 1 VERTICAL SEPA ATION OF 1.5' AT ALL TIMES. CONTRACTOR STA:440+ 71CCESS -WAY F __. _ _ _ _ _ , __._ _APPROXIMATE EXISTING -GRADE ALONG _.__ _. CB X40, TYPE 1 __ SHALL- liilAINl� _. A_15'_ MINIMUM -COVER OVER WATER MAI III STA: 20+91.44 ACCESS WAY C ALIGNMENT CENTERLINE STA: 41 +70.17 AND A 5.0' MI (MUM COVER OVER SANITARY FORCE MAIN RIM = 348.76 RIM= 347.74 AT ALL TIMES. IE IN= 344.42 2" IE IN= 343.87 12" CB 9 TYPE 1 L w" - - IE OUT =344.4 12" IE " STA: 43 +08.841 - - - - - �` -- - -- (( IE IN=343.31 12" -DUT= IE 343.341-2"— - - -; APPROXIMATE FINISHED GROUND 0 ACCESS WAY ALIGNMENT SHOWN FOR REFERENCE SEE GRADING PLAN SHEETS C5 & C6 I 14 I.F 9 0.004 FTYR } WATER MAIN PROP SED 2"0 SANITARY FM SEE IEET C10 -__SS WAY C) FIRE HYDRANT TEE STA 40 +49.53, 6.00' LT APPROXIMATE EXISTING GRADE ID TIFICATION OF THE BUILDING SERVED SH FIRE HYDRANT TEE SSCB 1 W GRATED LID STA 43 +36.81, RT 35.00 SS WAY F APPROXIMATE T.O.P. ELEV= 345.08± 0 ALIGNMENT CENTERLINE B CLEARLY POSTED AT EACH FDC (IYP.) T E APPROVAL OF THE CITY OF YELM. STA 42 +58.99, 6.0 LT TEE w GATE VALVES SEE SHEET C19 .40± APPROXIMATE: FG= 348.97± APPROXIMATE FINISHED GRADE APPROXIMATE T.O.P. APPROXIMATE FG =3 ELEV�342.98± STA. 43 +01.44, 6.00' L GRAVITY SEWER LINE CONNECTS TO STEP TANK C 0 ALIGNMENT CENTERLINE .62± APPROXIMATE T.O.P. E V= 342.56± _ _ _.._ __._ ____ ..__. ___. - - -_._ _ __. _ APPROXIMATE- -FG =346. 8 ± Lpnc o� r°�� r-i° o^ co° 40 +00 41 +00 42 +00 3 ACCESS WAY 11 R 01 I Ll 5' wE-I �w ►--� w a E—+ W z w 0 w 2— z uj ce Z �k Ca f.l) z w z 8 C) z LLJ F-- a w EXPIRES 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: VERONICA SISSECK BY QR: JH 71281128/08 BY DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY F PLAN & PROFILE C14 SHEET 14 OF 32 ��,Irt,�, AItG 0 20Q8 rn 3 J u- 0 x a ul I co 0 U 00 C9 z Ix 0 / 00 / n 0 0 N H U w O tai i E v co d- 0 I 00 0 0 N 0 rn Q GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 it 'CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 1 SITE MAP 1" = 200' 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 dl w� H aw �w E- �w w w 'TT�ll V (H W aw �w �w 9 \ SEE SHEET C11 FOR ACCESS WAY D PLAN AND PROFILE (: ACCESS WAY F PLAN SEE SHEET C8 Z FOR ACCESS WAY D '� - 20� PLAN AND PROFILE NOTE: CONTRACTOR SHALL DEFLECTI WATER MAIN AND SANITARY FORCE MAIN AS NEEDED 0 ENSURE A MINIMUM VERTICAL SEPARATION OF 1.5' AT Ai TIMES. CONTRACTOR SHALL MAINTAIN A 3.5' MINIMUM COVER OVER WATER MAIN AND A_;i.Q'__.MINIMUM COVER M.. Y.-f.OBCE_IM___ AT ALL TIMES. APPROXIMATE EXISTING GRADE ALONG ALIGNMENT C NTERLINE APPROXIMATE INISHED GROUND 0 ACCESS WAY --------- ____ -- _ _- _ -_ _ - - - -- -- - - -.._ __ ____ -- _ _ ALIGNMENT. M_R R NCE SEE._GRAD1Nfi PLAN SHEETS & C6 ACCESS WAY F STA 45 +39.48 IDENTIFICATION OF THE BUILDING BE CLEARLY POSTED AT EACH F THE APPROVAL OF THE CITY OF SHALL ) TO 360 CB 16 TYPE 1 STA: +39.48 - -- _ . _ 350 - RIM =3 ;46 ___ _ . _ _ _ . IE [N=,42.39 12" IE OUT 342.39 12" - 0 CB #12 = APPROXIMATE EXISTING GRADE FIRE HYDRANT TEE WATER MAIN PROPOSED 1 "0 PRESSURE SIDE SEWER SEE SHEET C19 FOR INFORMATION TEE w GATE VALVES AND FLANGE CA F) 340 STA. 45 +33.48, 6.00' LT (ACCESS WA @ ALIGNMENT CENTERLINE STA 44 +56.96, 6.00' LT STA. 25 +97.78, 6.00 LT (ACCESS WA D) APPROXIMATE FINISHED APPROXIMATE T.O.P. ELEV =342.7 APPROXIMATE FG= 346.29± t APPROXIMATE T.O.P. ELEV = 342.02± 0 ALIGNMENT CENTERLINE PROP SED 2"0 SANITARY FM APPROXIMATE FG= 345.52± SEE - HEET -C19 FOR INFORMATION OC9 MM O� h^ O? t0 �^d cD In L po cstpp of 44 +00 45 +00 46 +00 3 ACC!� �WAY F PROFILE 1 �a r 0 uj cl-� Z ZD z w L z g O Ln Eu- oC z Q 0 9 z ci z 1) . Ho 4y 9 _- 46 ° ISTE ' �StONAL�� EXPIRES 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 DRAWN; J BARR BY QR: JH 7128/08 BY DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY F PLAN & PROFILE C15 SHEET 15 OF 32 1�� 1 ►'= i 1 Alj1; 0 ol 3: 7 r- V_ I 00 En 0 z 00 0 0 W 0 Ir 57- E 0 0 in 00 0 0 C-4 .qr 0 cp CREEK ROAD MIXED USE rz .VAC,10TIC A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. Lu CITY OF YELM, THURSTON COUNTY, WASHINGTON GRAPHIC SCALE CREEK STREET IMPROVEMENTS PLAN &PROFILE Lu 20 0 10 20 40 80 cl- ( IN FEET ) I inch = 20 ft 2 ISM C A "ll- BASIN-------- - IM = 353.47 I.E. = 350 04, 12 *PVC 7 tA M 52. 353.0 -152 7. STA: 2+08.75 �52.69 BEGIN NEW 5' CONCRETE SIDEWALK. (DEMO. SIDEWALK AND TIE TO NEAREST EXPANSION JOINT TYP) pl 7- Fr V, A PRESERVE AND PROTECT ±352.3 EXISTING UTILITY POLE DURING CONSTRUCTION EG 360 350 340 APPROXIMATE LOCATION OF EXISTING UNDERGROUND UTILITE3 CONTRACTOR TO VERIFY PRIOR TO ANY CONSTRUCTION EXIST C *TG`HS 4ASiN -RIM = 350.83 _ -_ .8$ � IN A N I- - -------- -- "KSTRE ET CON ACTD_ RTO_..SAWCU.T 2AV9 t,,HOT TAR-SFAL.-AND- PROVIDE E E �3+00 S TRANSITION TO EXISTING ROADWAY SURFACE. COORDINATE 4+00 ROADWAY REPAIR REQUIREMENTS WTH THE CITY OF YELM 'A iVE77N_D `PROTECT EAST. CULVERT EXIST. CULVERT RESERVE AND PROTECT- EXISTING HIGH TRANSMISSION TO BE REMOVED TO BE REMOVED UTIL ESMT EXISTING HIGH POWER POLE DURING CONSTRUCTION TRANSOStON-POWER- FOL RING CONSTRUCTION J �, 11-7T w w w 2055#_ 4 �4, CB #25 EX ROW m di 3 PM ELEV = 350.73 15' 'A iVE77N_D `PROTECT EAST. CULVERT EXIST. CULVERT RESERVE AND PROTECT- EXISTING HIGH TRANSMISSION TO BE REMOVED TO BE REMOVED UTIL ESMT EXISTING HIGH POWER POLE DURING CONSTRUCTION TRANSOStON-POWER- FOL RING CONSTRUCTION J �, 11-7T m4l. mu[%w%w'u" SEE ONSITE GRADING AND DRAINAGE SHEETS C5 - C6 CREEK: STREET m PLAN VIEW SCAI.E. HORIZONTAL 1"=20' m EXIST. CATCH BASIN '7\ RIM = 347.9§ I.E. = 345.48, 8*PVC (E) 6+00 EXIST. CATCH BASIN 7+00 !2 TO BE REMOVED W A13 ' 0 B Ln m: C/ #I- Ln MATCH EXISTING FLOWLINE 49 18 B CO #2 349,3?- �350.02__ 49.82 � pff a' Ja fi g,ll �4Agj gdi T"'! la v ! _"3 lud", EX STA: 6+76.59 73 N N SIDEWALK. 49.35 ilkli 348.6 (DEMO. SIDEWALK AND TIE TP 92 il� 349.45 EG NEAREST EXPANSION JOINT TYP) C5 PA STA = 3+34.92 4 �4, m di 3 m4l. mu[%w%w'u" SEE ONSITE GRADING AND DRAINAGE SHEETS C5 - C6 CREEK: STREET m PLAN VIEW SCAI.E. HORIZONTAL 1"=20' m EXIST. CATCH BASIN '7\ RIM = 347.9§ I.E. = 345.48, 8*PVC (E) 6+00 EXIST. CATCH BASIN 7+00 !2 TO BE REMOVED W A13 ' 0 B Ln m: C/ #I- Ln MATCH EXISTING FLOWLINE 49 18 B CO #2 349,3?- �350.02__ 49.82 � pff a' Ja fi g,ll �4Agj gdi T"'! la v ! _"3 lud", EX STA: 6+76.59 73 N N SIDEWALK. 49.35 ilkli 348.6 (DEMO. SIDEWALK AND TIE TP 92 il� 349.45 EG NEAREST EXPANSION JOINT TYP) C5 2+00 3+00 4+00 CREEK STREET - PROFILE VIEW SCALE: HORIZONTAL 1*=20' VERTICAL 1"=5' 5+00 6+00 7+00 �ISEII 360 SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.OM - FAX:(253) 573-0142 www.soundenginc.com - soundosoundenginr-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 I E-MAIL: IHAUG@SOUNDENGINC,COM DRAWN: VERONICA SISSECK BY QR: 1H 7128108 BY DATE SCALE: 1"=20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: CREEK ROAD PLAN & PROFILE C16 SHEET 16 OF 32 I sl sil, k%du v tj tuuo PA STA = 3+34.92 PM ELEV = 350.73 _Aa - 093 co CL CL K = 64.68 :m vc W60.00 C+-4 gg) II Lo 00 8 C) 0- CD II co O ------ CD 0- F= < + II En N 11 E2 ) 1 cq co 00 Ix N c) cc m CL 0- cn Ld cf) eq + CN m P Ln 4 6 CIO L0 o:: C14 F_ n i5 � CD cr co 2 q -cn cr_ C) -c� p w u o q I a. d. (n U LLj EXI';TING GRADE ALONG LLj 0) CIO 6 E; m = o /-APPROXIMATE ALIGNMENT CENTERLINE A a M + 04 ro W wn r__ 47; 06 -T k C.) cr) u + - -- - - - - -- --2.0ex- LH ;� � is 1+0 11 -> M P -1.435g-- - - in cn n fu = < ;� Ul W ME cn w - - - - - - - - - - - - - - - - - - - - - --- - -I i APPROXIMATE LOCATION OF EXISTING )"0 WATER MMN FINISHED GROUND AT CREEK STF EET - - - - - - - - - - - - - - - - WX EX - - + ---- - - - - - - - - - RIGHT FLOWLINE 22.0' RT F I - --- - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 40 LF. 127 P�j 0 004 jt I I - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - ---------- - - -- - -- -- ------ ------ - - - - - -_- - - - - - -- - - - - - - - - - -_ - - -- - - - - - - - - --- _-- - - - - - - - - - -- - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - EXIST. CB TYPE 1 �PPROXIMATE LOCATION OF EXISTING 1"0 SANITARY PRESSURE MAIN - CB 11 TYPE 1 CB J25 TYPE 1 STA: 3+50.39, 16.0' LT C3 #2 TYPE STA: 6+69 181 15.79' R L_gB 14 TYPE 1 STA: 3+36.38, 21.16' RT R;M=350.83 SrA: 6+29.51, 18.44! RT RIM=349.06 EXIST. CB TYPE I --STA-- 2+41.3-7-,L- 21.16' -------- 9,12"PVC ------ -26 IE=346,43 STA: -7+ 39.72, LT 19.75' LT APPROXIMATE EXISTING GRADE RIM= 2 52.06 IE=347.04 IE=347.42 IE=348.88, INLET APPROXIMATE EXISTING GRADE IE IN=346.27 12" RIM=347,96 IE=345.48, 8"PVC (E) @ CREEK STREET CENTERLINE @ CREEK STREET CENTERLINE IE OUT=346.27 12" APPROXIMATE EXISTING GRADE FINISHED MADE 0 EAST @ CREEK STREET EAST FLOVJNE FLOWLINE­.____­.. - ------- - ------- --------- -- -:to AC-1 Lo Lo 0 Lo CR co,4w opt C� W CD fl) - C! C4 c� p co CR CD cn CD oi I p n ow) W) to n le) R 2+00 3+00 4+00 CREEK STREET - PROFILE VIEW SCALE: HORIZONTAL 1*=20' VERTICAL 1"=5' 5+00 6+00 7+00 �ISEII 360 SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.OM - FAX:(253) 573-0142 www.soundenginc.com - soundosoundenginr-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 I E-MAIL: IHAUG@SOUNDENGINC,COM DRAWN: VERONICA SISSECK BY QR: 1H 7128108 BY DATE SCALE: 1"=20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: CREEK ROAD PLAN & PROFILE C16 SHEET 16 OF 32 I sl sil, k%du v tj tuuo cp 3 i c0 V I 00 n U) CD z ¢ G� 0 00 r O n o 0 N 0 Li 0 w d I E v d- u7 0 I 00 0 0 N dw O rn 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. CF;EEK ROAD CNANNELIZATION PLAN CREEK STREET CHANNELIZATION PLAN z W 0 w z � GRAPHIC SCALE z 20 ,0 a (Di FT.EI') 1 inch = 20 ft. STA: 2 +30.09 ALL ROADWAY ARROWS ARE TO REMOVE EXISTING DOUBLE YELLOW CENTER BE THERMOPLASTIC INSTALLATION LINE TO THE NORTH, BEGIN NO PASS LINE PLACEMENT PER WSDOT STANDARD W- LEFT - SRN -GENE --UNE _ _ _ ______ -- PLAN M-3.40-00, AND CITY OF YELM TRAFFIC DEPT. _-:j. STLI EXI lo' REMOVE EXISTING CHANNEUZATION k .,... TWO WAY LEFT ---,,, ..... E EXIST 12' STA: 1 +28.69, 10.00' RT� TRAVEL LANE BEGIN NEN YELLOW NO PASS 1 - - -LINE ANDS WICK LEFT TiIRN 1AN€- �.- - - - - -- r- "' EXTEND EXIST LINE FROM THE SOUTH REMOVE EXISTING C ANNEUZATION ja 11 1-n- 11 11 11 CREEK STREET = CHANNELIZATION PLAN SCALE: HORIZONTAL 1" =20' STA: 7 +12.85 =ND NEW YELLOW NO PASS LINE AND TWO WAY LEFT TURN LINE EXIST 12' TRAVEL LANE --7 i. CREEK STREET-,-o 3+00 4+00 + 1 - d- W 1 TWO WAY LEFT -::4 il+ TON LANF in REMOVE EXISTING CHANNELIZATION �Z TRAVEL LANE REMOVE EXISTING CHANNELIZATION - / W tiE e p e p °.4 co I Ln z W z � O z W Q 0 R SEII SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - PAX:(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 7/28108 BY DATE SCALE: 1 " =20' DATE: 7/30/08 PROJECT #: 07118 SHEET NAME: CREEK STREET CHANNELIZATION PLAN C17 SHEET 17 OF 32 IST ST2'"'ITTAt AUG 0 5 2008 a+ 3 0 N 010 ca 0 t 0 N 0 0 U 010 0 z a 0- 00 n 0 cn 0 i F- 0 w 0 rz i E a to M _o I ao 0 0 N ..;- 0 rn GRAPHIC SCALE NOTES ,8 30 so ,2U 30 0 CREEK ROAD MIXED USE 1. BOLLARDS MAY BE REQUIRED TO PROTECT FIRE HYDRANTS A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W,. TO BE DETERMINED BY THE DEPARTMENT OF PUBLIC 3 IN FEET ) CITY OF YELM, THURSTON COUNTY, WASHINGTON WORKS AND YELM FIRE DISTRICT NO 2 C27 1 inch = 30 ft FIRE HYDRANT COMPOSITE UTILITY PLAN — — _F � 3 2 SEE DETAIL (TYP.) C27 S� .� i -�, . . _ COO NECTION TO FIRE DEPARTMENT ..�., I TiNG 10 5 1 1/2" TO 2" METE = --RD— + I WAIj R MAIN CONNECTION C27 SERVICE 1 R D - --- ----RD / r SEE �DETAIL (TYP.) SEE DETAIL (TYP.) C27 HERRINGBON GRATE RD RD RD-►• RII NCE R RD RD RD ' BLDG. RD I I � ' SEE DETAIL .) 2 ISD Ss- �5-- -- • : -0 C23 � BLDG. I ' CATCH BA IN E 1 Q BLDG. BLDG. I I I i SEE DEN ( .) 1 8 00 ALLON TET4 —RD GALLO S P TANK u C23 t ' 3 I 3 SEE DETAIL (TYP.) ETAIL (TYP.) 3 G I. _ "z C29 �+ I I F +. - ----RD ° RD R RD - DDCVA A ... R C I OP SE,U 2" -- C) L I PRE I I I I I I , : CEMENT CONCRETE SIDEWALK 1wi - _ FM F �-- - -- - LU1v11v1tKC1AL I q ° y q I i 1 g I J I BUILDING 1 I 1 /'I •.. PROPOSED 6" SIDE SEWER (TY 3 P -- -- 3 I I A CLEAN OUT U y GRAVITY SIDE ° w I SEE DETAIL (TYP.) SEWER SEE - / I 4 SHEET C19 (TYP) . a Q 11 l I a PROPOSED I C23 i \1 I SANITARY SEWER F ! 1 I v, ROOF DRAIN LINE I I /1 i a , CLEAN OUT (TV) . + : t w CD 20,000 GALLON STEP TANK �,.) � �; I 1/ I I n I � e BLDG. tiY I - i I SEE DETAIL (TYP.) C29 ( 1 I ROOF DRAIN LINE / 1 "' Q Q a n ° 71 e �/ ,I ti - ra A I/ 1I 3 I1 /I STORMTECH CHAMBER I -RD RD .. INFILTRATION SYSTEM ° W RD .� -- -RD ( SEE SHEET C20 3 , u, ° • " BLDG. a " W - (� (� _ C U AND DETAILS 1- 1- f n � ¢ • C24 C25 w I I +� I (� PIPE TRENCH SEE DETAIL (TYP.) 4 I 11 I 16'X8' . n I I C30 ° �• i 1 / I WATER QUALITY FILTRATION VAULT SEE° COMMERCIAL `� , , , , I Q I v I° BLDG ,, Lj , C26 I I; BUILDING 2 ' i BLDG. I _— I. GRAM WER i v I I cy I/ 1►" B FROM G RBAGE C Z A WATER MAIN TRENCH & a ENCLOSURE T STEP \ / 3 AQ CEMENT CONCRETE v '0�0 � 8 w �- BEDDING ° �+� 6 C -- ° TANK EXTRUDED CURB SEE DETAIL (TYP.) C27 RD IE =3 s CA I _ ' \/ I SSI�NALyG - I U T I R R R / (� \ (WHEN NOT ADJACTENT I /\ / 3 1 ��� I I �• 4 D / All I ► SEE DETAIL AIL (TYP-) EXPIRES V S vS __ ; ° i VALVE BOX..._ ., � � ,. - - - � . _ _ . ' . / q C2t - I I SEE DETAIL (TYP.)- _ i--~\ - - V \ / ° / \ - C28 K Q' « 3 ACC I I CEMENT CONCRETE INTEGRAL CURB AND THf�UST BLOCKING �ARPOR f _w " -- - - -- '= C - - I _ _ �� SIDEWALK IQ +� I y SEE DETAIL­{-T .) SDI ---- W L ( ) -W - ---- -W W � C / I � SEE DETAIL TYP. 3 _ — SD• SEWER MAIN GATE VALVE ► -- FM #:' SD Sn _�__.___ W _ — q SOUND ENGINEERING INC. I I I FM F SD SD - SD , I SEE DETAIL (TYP.) 5 ° _ FM a. SD CIVIL ENGINEERS N LAND PLANNERS GATE ;,7 , FM 1102 COMMERCE ST., SUITE 300 j ( I TACOMA, WA 98402 I A 5 MI PHONE: (253) 573 -0040 FAX:(253) 573 -0142 www.soundenginc.com sound @soundenginc.com .:,e .°' 5 MIN ON � ` N ' STORM 0 WATER 10 MIN HORIZONTAL SEPERAl10N 4 CONNEC T ��/ ... ) (�) — I I I I _(SANITARY TO STORM, TYP EXISTING 1 I I i PROJECT: SANITARY TO WATER TYP WA Al _ I E 1 AS FENCE CATCH B N TES SEE DE AI I i W ---- „._�o� rn' GATE ROAD CREEK 8 i p W 'w MIXED USE M �- -- -SD ----SD SD SD *1* WAY f "/ SD Sp P 0 yY j I FM SD SD D- --•- -- . . FM S '"",."^'*'$Dw— - ,. -.._.. I� S� SD ,. .a CLIENT: SD - ----SD SD BLDG CO 110 I v� � _ � O TO E ST. i NLCG]DIGR 0 H - .- ..._..._ _ _� YELM CREEK BLDG.S LLC. _ __ I 240 STADIUM WAY SOUTH SEWS MAI i -- I _. +.. v -_ . r� -- TYPE I 2 ---- _�...._ TACOMA WA 98402 A PRO . ` tiYO SEE DETAIL (TYP.) C21 S' EE SHEETS C7 -C16 FOR WATER --- L A' I ' TRENCH PAVEMENT RESTORATION MAIN DESIGN — — _ _ TEL: (253) 428 -0800 FAX: (253) 428 -8172 _.. _ - _ EMAIL: OF IS I iN `' c .� SEE DETAIL (TYP.) 7 SEE SHEETS C7 -C16 FOR STORM _ 4” PR U I I I SYSTEM DESIGN ` DETECTABLE WARNING PATTERN SIDEWALK RAMP TYPE 4A ti SE I c I- <? C21 SEE SHEET C19 FOR SANITARY SEE DETAIL (TYP.) 4 SEE DETAIL TYP. + I I I FORCE MAIN DESIGN -` ------- (TYP.) C21 PROJECT ENGINEER: JEREMY HAUG i I ' CURB RAMP TYPE II C21 CURB RAMP TYPE III E-MAIL: JHAUG @SOUNDENGINC.COM SEE DETAIL (TYP.) (:CiEl SEE DETAIL 5 TYP. DRAWN' VSI E K ,;, SS C CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 CONTRACTOR NOTES PROPOSED 8" 0 WATER BY 1. CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR POWER DESIGN. MAIN SEE SHEETS C7 -C16 STORM & ROOF DRAIN PIPE MATERIALS & COVER NOTE QR: JFH 7/30/08 2. FOOTING DRAINS (IF USED) SHALL BE TTGHTTJNED TO THE PROPOSED STORM DRAINAGE SYSTEM SUCH THAT SURFACE WATER RUNOFF IS NOT CONVEYED 1. ALL PIPE FOR STORM SEWER MAINS SHALL COMPLY WITH ONE OF THE FOLLOWING TYPES IF NOT BY DATE THROUGH ANY FOOTING DRAIN AND THAT ALL ROOF DRAINS ARE CONNECTED SO THAT SURCHARGING OF THE FOOTING' DRAINS FROM THE ROOF DRAINS SPECIFIED ON PLANS: CANNOT OCCUR. 3. THE CONTRACTOR SHALL PROVIDE A TIGHTLINE SYSTEM FOR CONNECTION OF ROOF DRAINS FOR RESIDENCES TO THE PROPOSED 8"O ROOF DRAIN SYSTEM A. POLYVINYL CHLORIDE: PVC PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. SCALE: 1"=30' SHOWN ON THE PLANS. -- - -- -- - B. PLAIN CONCRETE PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. DATE: 7/31/08 4. ALL YARD AND ROOF DRAIN LINES SHALL BE To PE SMOOTH WALL PIPE: PER ADVANCED DRAINAGE SYSTEMS (ADS) N -12, CONSTRUCTED PER C - C. REINFORCED CONCRETE PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. WSDOT /APWA STANDARD SPECIFICATIONS. (OR CITY OF YELM APPROVED EQUIVALENT) AT 0.50% MIN. UNLESS OTHERWSE SHOWN ON THE PLANS. D. DUCTILE IRON PIPE CONFORMING TO THE REQUIREMENTS OF AWWA C 151 CLASS 50 OR PROTECT #: 07118.10 5. PRIOR TO ANY CONSTRUCTION, CONTRACTOR TO FIELD VERIFY EXISTING UTILITY LOCATIONS HORIZONTALLY AND VERTICALLY. IF A CONFLICT EXISTS, THEN -S - - - - APPROX. LOCATION OF GREATER, AND SHALL BE 1/6 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH CONTACT THE PROJECT ENGINEER FOR POSSIBLE DESIGN CHANGES. �1G ��EXISTING WATER MAIN ANSI /AWWA C104/A21.4 -90, AND MEET REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 6. DEWATERING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. DISCHARGE FROM DEWATERING PUMPS SHALL BE INFILTRATED ONSITE OR DIRECTED TO A 406T-H ME SE- - - - /�,� SECTION 9- 30.2.(1). SHEET NAME: TEMPORARY SEDIMENTATION POND. - - E. POLYETHYLENE: PE SMOOTH WALL PIPE PER ADVANCED DRAINAGE SYSTEMS (ADS) N -12 COMPOSITE 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 - - __ _____ CONNECTION TO CONSTRUCTED PER WSDOT /APWA STANDARD SPECIFICATIONS. UTILITY PLAN DEBRIS. CONSTRUCTION RELATED DEBRIS SHALL INCLUDE, BUT IS NOT LIMITED TO, WOOD MATERIAL, METAL MATERIAL, SPILLED PAINTS /SOLVENTS, GLASS - EXISTING 8" 2. ALL STORM SEWER MAINS SHALL HAVE A MINIMUM OF 2.0' OF COVER OR PER MANUFACTURER TRENCH MATERIALS, AND CONCRETE /ASPHALT PIECES. CONSTRUCTION RELATED DEBRIS REMOVAL ALSO INCLUDES THE REMOVAL OF ALL COMPACTED SUBGRADES WATER MAIN C28 RECOMENDATIONS. SOILS DUE TO VEHICLE SOIL COMPACTION DURING CONSTRUCTION. LARGE NATIVE DEBRIS REMOVAL IS DEFINED AS, BUT IS NOT LIMITED TO, ROCKS WHICH PAVEMENT ARE 2 INCH DIAMETER AND LARGER, NATIVE WEEDS /GRASSES /TREES /SHRUBS /AND GROUNDCOVERS WHICH ARE WITHIN THE SITE CLEARING LIMIT. RESTORATION 3. ROOF AND YARD DRAINS OUTSIDE OF CITY RIGHT -OF -WAY CAN HAVE A REDUCED COVER OF 1' 9. ALL SUBGRADES SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT 2.00% MINIMUM SLOPE. NO STANDING WATER AREAS SEE DETAIL 7 ONLY IF OUTSIDE OF AREAS SUBJECT TO VEHICULAR TRAVEL. ARE ALLOWED IN LAWN OR LANDSCAPE PLANTING BEDS. C21 SHEET 18 OF 32 IS'i swiT,�iTIAI A1►� 0 5 20H z Lu N APPROXIMATE 100 -YR FLOOD PLAIN LINE PER THURSTON COUNTY �. 0 50' WETLAND BUFFER -""' \ �- PUMP INSERT Cn (1 FOR EACH DOMESTIC, 2 FOR or EACH COMMERICAL) 1 2 z LU SEE DETAILS (TYP.) C30 \ 4000 GALLON STEP TANK Z � SEE DETAIL (TYP.) 1 z g LU1v11v1tKC1AL I q ° y q I i 1 g I J I BUILDING 1 I 1 /'I •.. PROPOSED 6" SIDE SEWER (TY 3 P -- -- 3 I I A CLEAN OUT U y GRAVITY SIDE ° w I SEE DETAIL (TYP.) SEWER SEE - / I 4 SHEET C19 (TYP) . a Q 11 l I a PROPOSED I C23 i \1 I SANITARY SEWER F ! 1 I v, ROOF DRAIN LINE I I /1 i a , CLEAN OUT (TV) . + : t w CD 20,000 GALLON STEP TANK �,.) � �; I 1/ I I n I � e BLDG. tiY I - i I SEE DETAIL (TYP.) C29 ( 1 I ROOF DRAIN LINE / 1 "' Q Q a n ° 71 e �/ ,I ti - ra A I/ 1I 3 I1 /I STORMTECH CHAMBER I -RD RD .. INFILTRATION SYSTEM ° W RD .� -- -RD ( SEE SHEET C20 3 , u, ° • " BLDG. a " W - (� (� _ C U AND DETAILS 1- 1- f n � ¢ • C24 C25 w I I +� I (� PIPE TRENCH SEE DETAIL (TYP.) 4 I 11 I 16'X8' . n I I C30 ° �• i 1 / I WATER QUALITY FILTRATION VAULT SEE° COMMERCIAL `� , , , , I Q I v I° BLDG ,, Lj , C26 I I; BUILDING 2 ' i BLDG. I _— I. GRAM WER i v I I cy I/ 1►" B FROM G RBAGE C Z A WATER MAIN TRENCH & a ENCLOSURE T STEP \ / 3 AQ CEMENT CONCRETE v '0�0 � 8 w �- BEDDING ° �+� 6 C -- ° TANK EXTRUDED CURB SEE DETAIL (TYP.) C27 RD IE =3 s CA I _ ' \/ I SSI�NALyG - I U T I R R R / (� \ (WHEN NOT ADJACTENT I /\ / 3 1 ��� I I �• 4 D / All I ► SEE DETAIL AIL (TYP-) EXPIRES V S vS __ ; ° i VALVE BOX..._ ., � � ,. - - - � . _ _ . ' . / q C2t - I I SEE DETAIL (TYP.)- _ i--~\ - - V \ / ° / \ - C28 K Q' « 3 ACC I I CEMENT CONCRETE INTEGRAL CURB AND THf�UST BLOCKING �ARPOR f _w " -- - - -- '= C - - I _ _ �� SIDEWALK IQ +� I y SEE DETAIL­{-T .) SDI ---- W L ( ) -W - ---- -W W � C / I � SEE DETAIL TYP. 3 _ — SD• SEWER MAIN GATE VALVE ► -- FM #:' SD Sn _�__.___ W _ — q SOUND ENGINEERING INC. I I I FM F SD SD - SD , I SEE DETAIL (TYP.) 5 ° _ FM a. SD CIVIL ENGINEERS N LAND PLANNERS GATE ;,7 , FM 1102 COMMERCE ST., SUITE 300 j ( I TACOMA, WA 98402 I A 5 MI PHONE: (253) 573 -0040 FAX:(253) 573 -0142 www.soundenginc.com sound @soundenginc.com .:,e .°' 5 MIN ON � ` N ' STORM 0 WATER 10 MIN HORIZONTAL SEPERAl10N 4 CONNEC T ��/ ... ) (�) — I I I I _(SANITARY TO STORM, TYP EXISTING 1 I I i PROJECT: SANITARY TO WATER TYP WA Al _ I E 1 AS FENCE CATCH B N TES SEE DE AI I i W ---- „._�o� rn' GATE ROAD CREEK 8 i p W 'w MIXED USE M �- -- -SD ----SD SD SD *1* WAY f "/ SD Sp P 0 yY j I FM SD SD D- --•- -- . . FM S '"",."^'*'$Dw— - ,. -.._.. I� S� SD ,. .a CLIENT: SD - ----SD SD BLDG CO 110 I v� � _ � O TO E ST. i NLCG]DIGR 0 H - .- ..._..._ _ _� YELM CREEK BLDG.S LLC. _ __ I 240 STADIUM WAY SOUTH SEWS MAI i -- I _. +.. v -_ . r� -- TYPE I 2 ---- _�...._ TACOMA WA 98402 A PRO . ` tiYO SEE DETAIL (TYP.) C21 S' EE SHEETS C7 -C16 FOR WATER --- L A' I ' TRENCH PAVEMENT RESTORATION MAIN DESIGN — — _ _ TEL: (253) 428 -0800 FAX: (253) 428 -8172 _.. _ - _ EMAIL: OF IS I iN `' c .� SEE DETAIL (TYP.) 7 SEE SHEETS C7 -C16 FOR STORM _ 4” PR U I I I SYSTEM DESIGN ` DETECTABLE WARNING PATTERN SIDEWALK RAMP TYPE 4A ti SE I c I- <? C21 SEE SHEET C19 FOR SANITARY SEE DETAIL (TYP.) 4 SEE DETAIL TYP. + I I I FORCE MAIN DESIGN -` ------- (TYP.) C21 PROJECT ENGINEER: JEREMY HAUG i I ' CURB RAMP TYPE II C21 CURB RAMP TYPE III E-MAIL: JHAUG @SOUNDENGINC.COM SEE DETAIL (TYP.) (:CiEl SEE DETAIL 5 TYP. DRAWN' VSI E K ,;, SS C CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 CONTRACTOR NOTES PROPOSED 8" 0 WATER BY 1. CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR POWER DESIGN. MAIN SEE SHEETS C7 -C16 STORM & ROOF DRAIN PIPE MATERIALS & COVER NOTE QR: JFH 7/30/08 2. FOOTING DRAINS (IF USED) SHALL BE TTGHTTJNED TO THE PROPOSED STORM DRAINAGE SYSTEM SUCH THAT SURFACE WATER RUNOFF IS NOT CONVEYED 1. ALL PIPE FOR STORM SEWER MAINS SHALL COMPLY WITH ONE OF THE FOLLOWING TYPES IF NOT BY DATE THROUGH ANY FOOTING DRAIN AND THAT ALL ROOF DRAINS ARE CONNECTED SO THAT SURCHARGING OF THE FOOTING' DRAINS FROM THE ROOF DRAINS SPECIFIED ON PLANS: CANNOT OCCUR. 3. THE CONTRACTOR SHALL PROVIDE A TIGHTLINE SYSTEM FOR CONNECTION OF ROOF DRAINS FOR RESIDENCES TO THE PROPOSED 8"O ROOF DRAIN SYSTEM A. POLYVINYL CHLORIDE: PVC PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. SCALE: 1"=30' SHOWN ON THE PLANS. -- - -- -- - B. PLAIN CONCRETE PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. DATE: 7/31/08 4. ALL YARD AND ROOF DRAIN LINES SHALL BE To PE SMOOTH WALL PIPE: PER ADVANCED DRAINAGE SYSTEMS (ADS) N -12, CONSTRUCTED PER C - C. REINFORCED CONCRETE PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. WSDOT /APWA STANDARD SPECIFICATIONS. (OR CITY OF YELM APPROVED EQUIVALENT) AT 0.50% MIN. UNLESS OTHERWSE SHOWN ON THE PLANS. D. DUCTILE IRON PIPE CONFORMING TO THE REQUIREMENTS OF AWWA C 151 CLASS 50 OR PROTECT #: 07118.10 5. PRIOR TO ANY CONSTRUCTION, CONTRACTOR TO FIELD VERIFY EXISTING UTILITY LOCATIONS HORIZONTALLY AND VERTICALLY. IF A CONFLICT EXISTS, THEN -S - - - - APPROX. LOCATION OF GREATER, AND SHALL BE 1/6 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH CONTACT THE PROJECT ENGINEER FOR POSSIBLE DESIGN CHANGES. �1G ��EXISTING WATER MAIN ANSI /AWWA C104/A21.4 -90, AND MEET REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 6. DEWATERING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. DISCHARGE FROM DEWATERING PUMPS SHALL BE INFILTRATED ONSITE OR DIRECTED TO A 406T-H ME SE- - - - /�,� SECTION 9- 30.2.(1). SHEET NAME: TEMPORARY SEDIMENTATION POND. - - E. POLYETHYLENE: PE SMOOTH WALL PIPE PER ADVANCED DRAINAGE SYSTEMS (ADS) N -12 COMPOSITE 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 - - __ _____ CONNECTION TO CONSTRUCTED PER WSDOT /APWA STANDARD SPECIFICATIONS. UTILITY PLAN DEBRIS. CONSTRUCTION RELATED DEBRIS SHALL INCLUDE, BUT IS NOT LIMITED TO, WOOD MATERIAL, METAL MATERIAL, SPILLED PAINTS /SOLVENTS, GLASS - EXISTING 8" 2. ALL STORM SEWER MAINS SHALL HAVE A MINIMUM OF 2.0' OF COVER OR PER MANUFACTURER TRENCH MATERIALS, AND CONCRETE /ASPHALT PIECES. CONSTRUCTION RELATED DEBRIS REMOVAL ALSO INCLUDES THE REMOVAL OF ALL COMPACTED SUBGRADES WATER MAIN C28 RECOMENDATIONS. SOILS DUE TO VEHICLE SOIL COMPACTION DURING CONSTRUCTION. LARGE NATIVE DEBRIS REMOVAL IS DEFINED AS, BUT IS NOT LIMITED TO, ROCKS WHICH PAVEMENT ARE 2 INCH DIAMETER AND LARGER, NATIVE WEEDS /GRASSES /TREES /SHRUBS /AND GROUNDCOVERS WHICH ARE WITHIN THE SITE CLEARING LIMIT. RESTORATION 3. ROOF AND YARD DRAINS OUTSIDE OF CITY RIGHT -OF -WAY CAN HAVE A REDUCED COVER OF 1' 9. ALL SUBGRADES SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT 2.00% MINIMUM SLOPE. NO STANDING WATER AREAS SEE DETAIL 7 ONLY IF OUTSIDE OF AREAS SUBJECT TO VEHICULAR TRAVEL. ARE ALLOWED IN LAWN OR LANDSCAPE PLANTING BEDS. C21 SHEET 18 OF 32 IS'i swiT,�iTIAI A1►� 0 5 20H m N APPROXIMATE 100 -YR FLOOD PLAIN LINE PER THURSTON COUNTY �. 50' WETLAND BUFFER -""' \ �- PUMP INSERT (1 FOR EACH DOMESTIC, 2 FOR EACH COMMERICAL) 1 2 SEE DETAILS (TYP.) C30 \ 4000 GALLON STEP TANK Z � SEE DETAIL (TYP.) 1 z g - FIBERGLASS TANK BEDDING C29 SEE DETAIL (TYP.) 4 C28 - SIMPLEX STEP TANK NSTALLATION SEE DETAIL (TYP.) �z a LU1v11v1tKC1AL I q ° y q I i 1 g I J I BUILDING 1 I 1 /'I •.. PROPOSED 6" SIDE SEWER (TY 3 P -- -- 3 I I A CLEAN OUT U y GRAVITY SIDE ° w I SEE DETAIL (TYP.) SEWER SEE - / I 4 SHEET C19 (TYP) . a Q 11 l I a PROPOSED I C23 i \1 I SANITARY SEWER F ! 1 I v, ROOF DRAIN LINE I I /1 i a , CLEAN OUT (TV) . + : t w CD 20,000 GALLON STEP TANK �,.) � �; I 1/ I I n I � e BLDG. tiY I - i I SEE DETAIL (TYP.) C29 ( 1 I ROOF DRAIN LINE / 1 "' Q Q a n ° 71 e �/ ,I ti - ra A I/ 1I 3 I1 /I STORMTECH CHAMBER I -RD RD .. INFILTRATION SYSTEM ° W RD .� -- -RD ( SEE SHEET C20 3 , u, ° • " BLDG. a " W - (� (� _ C U AND DETAILS 1- 1- f n � ¢ • C24 C25 w I I +� I (� PIPE TRENCH SEE DETAIL (TYP.) 4 I 11 I 16'X8' . n I I C30 ° �• i 1 / I WATER QUALITY FILTRATION VAULT SEE° COMMERCIAL `� , , , , I Q I v I° BLDG ,, Lj , C26 I I; BUILDING 2 ' i BLDG. I _— I. GRAM WER i v I I cy I/ 1►" B FROM G RBAGE C Z A WATER MAIN TRENCH & a ENCLOSURE T STEP \ / 3 AQ CEMENT CONCRETE v '0�0 � 8 w �- BEDDING ° �+� 6 C -- ° TANK EXTRUDED CURB SEE DETAIL (TYP.) C27 RD IE =3 s CA I _ ' \/ I SSI�NALyG - I U T I R R R / (� \ (WHEN NOT ADJACTENT I /\ / 3 1 ��� I I �• 4 D / All I ► SEE DETAIL AIL (TYP-) EXPIRES V S vS __ ; ° i VALVE BOX..._ ., � � ,. - - - � . _ _ . ' . / q C2t - I I SEE DETAIL (TYP.)- _ i--~\ - - V \ / ° / \ - C28 K Q' « 3 ACC I I CEMENT CONCRETE INTEGRAL CURB AND THf�UST BLOCKING �ARPOR f _w " -- - - -- '= C - - I _ _ �� SIDEWALK IQ +� I y SEE DETAIL­{-T .) SDI ---- W L ( ) -W - ---- -W W � C / I � SEE DETAIL TYP. 3 _ — SD• SEWER MAIN GATE VALVE ► -- FM #:' SD Sn _�__.___ W _ — q SOUND ENGINEERING INC. I I I FM F SD SD - SD , I SEE DETAIL (TYP.) 5 ° _ FM a. SD CIVIL ENGINEERS N LAND PLANNERS GATE ;,7 , FM 1102 COMMERCE ST., SUITE 300 j ( I TACOMA, WA 98402 I A 5 MI PHONE: (253) 573 -0040 FAX:(253) 573 -0142 www.soundenginc.com sound @soundenginc.com .:,e .°' 5 MIN ON � ` N ' STORM 0 WATER 10 MIN HORIZONTAL SEPERAl10N 4 CONNEC T ��/ ... ) (�) — I I I I _(SANITARY TO STORM, TYP EXISTING 1 I I i PROJECT: SANITARY TO WATER TYP WA Al _ I E 1 AS FENCE CATCH B N TES SEE DE AI I i W ---- „._�o� rn' GATE ROAD CREEK 8 i p W 'w MIXED USE M �- -- -SD ----SD SD SD *1* WAY f "/ SD Sp P 0 yY j I FM SD SD D- --•- -- . . FM S '"",."^'*'$Dw— - ,. -.._.. I� S� SD ,. .a CLIENT: SD - ----SD SD BLDG CO 110 I v� � _ � O TO E ST. i NLCG]DIGR 0 H - .- ..._..._ _ _� YELM CREEK BLDG.S LLC. _ __ I 240 STADIUM WAY SOUTH SEWS MAI i -- I _. +.. v -_ . r� -- TYPE I 2 ---- _�...._ TACOMA WA 98402 A PRO . ` tiYO SEE DETAIL (TYP.) C21 S' EE SHEETS C7 -C16 FOR WATER --- L A' I ' TRENCH PAVEMENT RESTORATION MAIN DESIGN — — _ _ TEL: (253) 428 -0800 FAX: (253) 428 -8172 _.. _ - _ EMAIL: OF IS I iN `' c .� SEE DETAIL (TYP.) 7 SEE SHEETS C7 -C16 FOR STORM _ 4” PR U I I I SYSTEM DESIGN ` DETECTABLE WARNING PATTERN SIDEWALK RAMP TYPE 4A ti SE I c I- <? C21 SEE SHEET C19 FOR SANITARY SEE DETAIL (TYP.) 4 SEE DETAIL TYP. + I I I FORCE MAIN DESIGN -` ------- (TYP.) C21 PROJECT ENGINEER: JEREMY HAUG i I ' CURB RAMP TYPE II C21 CURB RAMP TYPE III E-MAIL: JHAUG @SOUNDENGINC.COM SEE DETAIL (TYP.) (:CiEl SEE DETAIL 5 TYP. DRAWN' VSI E K ,;, SS C CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 CONTRACTOR NOTES PROPOSED 8" 0 WATER BY 1. CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR POWER DESIGN. MAIN SEE SHEETS C7 -C16 STORM & ROOF DRAIN PIPE MATERIALS & COVER NOTE QR: JFH 7/30/08 2. FOOTING DRAINS (IF USED) SHALL BE TTGHTTJNED TO THE PROPOSED STORM DRAINAGE SYSTEM SUCH THAT SURFACE WATER RUNOFF IS NOT CONVEYED 1. ALL PIPE FOR STORM SEWER MAINS SHALL COMPLY WITH ONE OF THE FOLLOWING TYPES IF NOT BY DATE THROUGH ANY FOOTING DRAIN AND THAT ALL ROOF DRAINS ARE CONNECTED SO THAT SURCHARGING OF THE FOOTING' DRAINS FROM THE ROOF DRAINS SPECIFIED ON PLANS: CANNOT OCCUR. 3. THE CONTRACTOR SHALL PROVIDE A TIGHTLINE SYSTEM FOR CONNECTION OF ROOF DRAINS FOR RESIDENCES TO THE PROPOSED 8"O ROOF DRAIN SYSTEM A. POLYVINYL CHLORIDE: PVC PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. SCALE: 1"=30' SHOWN ON THE PLANS. -- - -- -- - B. PLAIN CONCRETE PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. DATE: 7/31/08 4. ALL YARD AND ROOF DRAIN LINES SHALL BE To PE SMOOTH WALL PIPE: PER ADVANCED DRAINAGE SYSTEMS (ADS) N -12, CONSTRUCTED PER C - C. REINFORCED CONCRETE PIPE PER WSDOT /APWA STANDARD SPECIFICATIONS. WSDOT /APWA STANDARD SPECIFICATIONS. (OR CITY OF YELM APPROVED EQUIVALENT) AT 0.50% MIN. UNLESS OTHERWSE SHOWN ON THE PLANS. D. DUCTILE IRON PIPE CONFORMING TO THE REQUIREMENTS OF AWWA C 151 CLASS 50 OR PROTECT #: 07118.10 5. PRIOR TO ANY CONSTRUCTION, CONTRACTOR TO FIELD VERIFY EXISTING UTILITY LOCATIONS HORIZONTALLY AND VERTICALLY. IF A CONFLICT EXISTS, THEN -S - - - - APPROX. LOCATION OF GREATER, AND SHALL BE 1/6 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH CONTACT THE PROJECT ENGINEER FOR POSSIBLE DESIGN CHANGES. �1G ��EXISTING WATER MAIN ANSI /AWWA C104/A21.4 -90, AND MEET REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 6. DEWATERING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. DISCHARGE FROM DEWATERING PUMPS SHALL BE INFILTRATED ONSITE OR DIRECTED TO A 406T-H ME SE- - - - /�,� SECTION 9- 30.2.(1). SHEET NAME: TEMPORARY SEDIMENTATION POND. - - E. POLYETHYLENE: PE SMOOTH WALL PIPE PER ADVANCED DRAINAGE SYSTEMS (ADS) N -12 COMPOSITE 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 - - __ _____ CONNECTION TO CONSTRUCTED PER WSDOT /APWA STANDARD SPECIFICATIONS. UTILITY PLAN DEBRIS. CONSTRUCTION RELATED DEBRIS SHALL INCLUDE, BUT IS NOT LIMITED TO, WOOD MATERIAL, METAL MATERIAL, SPILLED PAINTS /SOLVENTS, GLASS - EXISTING 8" 2. ALL STORM SEWER MAINS SHALL HAVE A MINIMUM OF 2.0' OF COVER OR PER MANUFACTURER TRENCH MATERIALS, AND CONCRETE /ASPHALT PIECES. CONSTRUCTION RELATED DEBRIS REMOVAL ALSO INCLUDES THE REMOVAL OF ALL COMPACTED SUBGRADES WATER MAIN C28 RECOMENDATIONS. SOILS DUE TO VEHICLE SOIL COMPACTION DURING CONSTRUCTION. LARGE NATIVE DEBRIS REMOVAL IS DEFINED AS, BUT IS NOT LIMITED TO, ROCKS WHICH PAVEMENT ARE 2 INCH DIAMETER AND LARGER, NATIVE WEEDS /GRASSES /TREES /SHRUBS /AND GROUNDCOVERS WHICH ARE WITHIN THE SITE CLEARING LIMIT. RESTORATION 3. ROOF AND YARD DRAINS OUTSIDE OF CITY RIGHT -OF -WAY CAN HAVE A REDUCED COVER OF 1' 9. ALL SUBGRADES SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT 2.00% MINIMUM SLOPE. NO STANDING WATER AREAS SEE DETAIL 7 ONLY IF OUTSIDE OF AREAS SUBJECT TO VEHICULAR TRAVEL. ARE ALLOWED IN LAWN OR LANDSCAPE PLANTING BEDS. C21 SHEET 18 OF 32 IS'i swiT,�iTIAI A1►� 0 5 20H rn 3 0 N 010 co O Ed O C1 0 s U 010 c� z x 00 / r` 0 0 U w O W I E v O O I 00 O O 04 d' O v+ v Q W tiY APPROXIMA - LOCATION 0 EXISTING 4" STEP LINE 91 g GRAPHIC SCALE 30 0 15 30 e0 CREEK ROAD MIXED USE 120 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 STE,P, SEWER PLAN 348 347' 346 BUIL ING I ' - - - - "�'- w FF -349. 4 J; FF- 9.74 FF =3 9.74 FF 349.74 BUIL ING I BUILDING H STEP TANK 1 t� FF =3 8.60 FF =3 .60 FF= 8.37 .02 48.37 I FF =348.3 13 � s ",� ®0.02 FT/FT SSC 2 8K FIBERGLASS I TEP TANK I 0 #20 SSCO1 STEP TANK H 6K FIBERGLASS RIM = 348.10 ( 1 \ RIM = 349.2 6" IE (IN) = 341.88 1 » » I RIM = 347.8 ( 8K FIBERGLASS � 6' IE = 3 3.2 2" IE (OUT) = 3-44.38 11 »6 E I QUIT) = 341.74 6 IE = 342.0 \ � r 6" IE = 341.8 \� / 6` IE (IN) = 341.56 -s�Ii .� ■■ ■■ R •ti ( ) 343.24 1" IE (OUT) = 343.06 RII RD i6 LF ... E "O ®0.02 FT /FT 6 LF 6 9 ®0.02 FT/FT . 'e i _< FM FM r 1 ��` M 4 +0 F M w FM 3 + + 6. R A lw W W s , , _ - W - W W, w - S i 2 17LF6 ®O.02FTf .. ! W I / I I LINE AS NEEDED (TYP.) I - _ r p� q. ■� U d Q. .... - ..... .. d • p -j" � I 1 / I .: 1 CO �i6 18 LF 6" 0 0. 2 FT FT U FF= 350.05 iMIE 3342 83 ssco � 7 / U } I I STEP AN F1 STEP TANK F2 RIM = 348.76 I CARPORT PORT q 1 4K CONCRETE 6K FIBERGLASS 6' IE = 342.83 (rn, ) (� 1� 6" IE (IN) = 342.50 6` IE (IN) = 342.47 BUILDING F ( FF= 347.87 1 / FF= 350.05 \ / » 1 IE OU = 344.00 1" IE OUT) = 343.97 _ 2r 1 1 3 I A - -- FF 349 37 I II - �`BCt1CDI G clean Out FF =347. 1 (' - co STEP TAN ( IN FEET ) 4K CONCRE J 6- IE (IN) =340.2 S A. •3 (OUT) = 341.7 PT CCE", 20 LF 6"0 0 0.02 FT /FT 1 inch = 30 ih RIM D 3 Dia in ° If LINE CO G I:lev Elevation Depth I to Cover com 1 35 +45.48, 6.00' LT ACCESS WAY E z 351.55 +50.78, 6.00 RT (ACCESS WAY D) I 1 351.08 343.16 7.42 6 �SCO #4 _3` %CB 342.33 7.82 3E0.65 333.25 17.40 6.99 343.83 ( i 2 RIM = 350.04 RIM = 350.93 342.76 8.05 com 2 20 10.41 351.55 W 6.00 ` I = 344.95 -W * IE = 346.97.E 351.08 345.01 5.57 6 2.0% ' I 350.71 _ 335.08 101 LF FT (SEE SINK C7 -16 a 345.65 4.89 6 350.67 344.59 IIJ A 6 7.92 350.05 343.55 6.00 I i 343.51 6.94 I 2.0% 343.10 5.57 349.17 336.51 g 3 344.60 4.41 B 4 7.92 349.66 343.16 6.00 8 349.15 343.12 5.53 1 6 2.0% 342.68 4.88 d F 11.96 4.05 344.18 3.71 I 6 7.92 348.23 341.57 6.16 9 347.72 ° . 5.69 6 2.0% 341.11 5.07 346.68 U 12.15 1 4.24 342.61 3.90 _ I 3 j I I I U v� 6.00 1 10 COMMERCIAL 342.11 5.47 6 ! I i 341.84 4.64 d BUILDING # 1 q IL 11.72 i C I I E1 FF= 351.55 7.92 347.95 341.45 6.00 I I � � 6 2.0% 3 d r SSqO 13 346.44 0 \ 1 342.64 3.63 34.65 8 a• SSCO 12 RIM = 350.8 347.95 341.45 6.00 12 347.40 341.41 6 IE = 342.76 6 6 2.0% 340.73 4.69 345.92 334.15 11.77 3.86 342.23 I 13 346.85 16 1 h 6`0 0 5.75 14 346.97 341.00 O 3 •' I Q.t)2,FT /FT 6.01 SSCO #1 347.70 i 5.96 F1 I 7.92 RIM = 351.08 1342.87 6.00 16 I I I 5.54 6 IE = 343.16 r 2.0% 342.50 5.12 I 335.92 12.20 20 LF 6 0 0 0.02 FT /FT 1344.00 3.95 F2 6 I _1 22 IF 6`0 0 0.02 FT/FT CAF (rn 17 348.76 342.83 5.43 6 2.0% 342.47 w rx: I I 11.12 STEP TANK COM 1 343.97 I 3 I 7.92 .e 20K FIBERGLASS 1340.71 6.00 18 346.66 340.67 6 IE (IN) = 342.33 6 2.0% 340.26 5.52 346.28 333.68 1 IE (OUT) = 343.83 a 4.68 341.76 4.35 H 8 7.92 348.37 341.87 6.00 1 19 1 347.85 1341.83 5.52 1 6 3 I 4.78 346.84 a 11.86 3.94 I I C t l 1 p ct 7.92 348.6 i 6.00 1 20 1348.10 COMMERCIAL 1 5.54 o V)° I " ! i 5.22 1 347.46 BUILDING #2 12.30 4.38 343.24 + 1 8 FF= 351.55 349.74 343.24 6.00 1 21 1349.24 1343.20 1 5.54 1 6 2.0% 1342.881 5.14 1348.52 ce 12.22 4.31 344.38 I I STEP TANK COM 2 « - ' • I STA. 11 +95.90 6.00 RT 0 20K FIBERGLASS '? I is 1 ` TEE ; _ N 6- IE (IN) = 344.15 d � t- 11 2 - - GA•TF,,,VALVES -- 1 IE (OUT) = 345.65 I ___._._ _. I q- �;:� t Ij 1 - �`x2' .I REASER . t 1 - RU$T LOCf( 22 LF 6-0 0 0.02 FT/FT r= t � 21 LF 6-0 00.02FT I I d SSCO #55 • RIM = 351.08 j j j ° ' 6" IE = 345.01 TOO I 1 t SSCO #6 q 1+ i RIM = 350.67 'Q S T- 6 IE = 344.59 CREEK ROAD MIXED USE 120 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 STE,P, SEWER PLAN 348 347' 346 BUIL ING I ' - - - - "�'- w FF -349. 4 J; FF- 9.74 FF =3 9.74 FF 349.74 BUIL ING I BUILDING H STEP TANK 1 t� FF =3 8.60 FF =3 .60 FF= 8.37 .02 48.37 I FF =348.3 13 � s ",� ®0.02 FT/FT SSC 2 8K FIBERGLASS I TEP TANK I 0 #20 SSCO1 STEP TANK H 6K FIBERGLASS RIM = 348.10 ( 1 \ RIM = 349.2 6" IE (IN) = 341.88 1 » » I RIM = 347.8 ( 8K FIBERGLASS � 6' IE = 3 3.2 2" IE (OUT) = 3-44.38 11 »6 E I QUIT) = 341.74 6 IE = 342.0 \ � r 6" IE = 341.8 \� / 6` IE (IN) = 341.56 -s�Ii .� ■■ ■■ R •ti ( ) 343.24 1" IE (OUT) = 343.06 RII RD i6 LF ... E "O ®0.02 FT /FT 6 LF 6 9 ®0.02 FT/FT . 'e i _< FM FM r 1 ��` M 4 +0 F M w FM 3 + + 6. R A lw W W s , , _ - W - W W, w - S i 2 17LF6 ®O.02FTf .. ! W I / I I LINE AS NEEDED (TYP.) I - _ r p� q. ■� U d Q. .... - ..... .. d • p -j" � I 1 / I .: 1 CO �i6 18 LF 6" 0 0. 2 FT FT U FF= 350.05 iMIE 3342 83 ssco � 7 / U } I I STEP AN F1 STEP TANK F2 RIM = 348.76 I CARPORT PORT q 1 4K CONCRETE 6K FIBERGLASS 6' IE = 342.83 (rn, ) (� 1� 6" IE (IN) = 342.50 6` IE (IN) = 342.47 BUILDING F ( FF= 347.87 1 / FF= 350.05 \ / » 1 IE OU = 344.00 1" IE OUT) = 343.97 _ 2r 1 1 3 I A - -- FF 349 37 I II - �`BCt1CDI G clean Out FF =347. 1 (' - co STEP TAN \� / 4K CONCRE J 6- IE (IN) =340.2 S A. •3 (OUT) = 341.7 PT CCE", 20 LF 6"0 0 0.02 FT /FT - 2" TEE RIM D RD Dia in ° If LINE CO G I:lev Elevation Depth Cover to Cover com 1 35 +45.48, 6.00' LT ACCESS WAY E z 351.55 +50.78, 6.00 RT (ACCESS WAY D) 7.85 II /I I/I V 1 3 A I I z w a w ce LU a ck: 50 51 IFZ f7 -SSCO #18 clean Out Side Sewer Pie co I RIM 346.66 .2 +5. J.00' T (LCEI. 6' IE = 340.67 S A. •3 0, OW PT CCE", 20 LF 6"0 0 0.02 FT /FT - 2" TEE RIM IE . END OF Dia in ° If LINE CO G I:lev Elevation Depth Cover to Cover com 1 35 +45.48, 6.00' LT ACCESS WAY E z 351.55 +50.78, 6.00 RT (ACCESS WAY D) 7.85 1 351.08 343.16 7.42 6 -1 1x2 TT EAS R 1 HRUST �(,p - .TCK 342.33 7.82 5 e / � • I (/ 1 STEP TAN El i K CONCRETE 6- IE (IN) = 341.14 , M D I Z A C7 1 IE (OUT) = 342.64 r7 STEP TAN A 1 M = FF- 9� 7 - - - - - �- - - I A SSCO X11 ra 6K FIBERGLASS .. I/ 1 I rY 347 BUILDING D 1 I RIM = 347,41 6 IE (IN) = 343.10 I / 1 I C7 _ 6' IE = 341.41 - 1- IE (OUT) = 344.60 348 FF= 348.65 Q BUILDING A 347 ► 1 13 11 I 14 IF 6'0 "' 6 FF= 351.55 = RD RD RD RD I I _ 0.02 FT/FT 4. SSCO7 11 i I 1 U "S IM = 350.95 347 6" IE = 343.51 I1 i t 21 IF 6`0 ® 1 I A I BUILDING E e 3 0.02 FT • d e d e. 349 ■■ 34a I 1 1 FF= 347.95 A. e - I d I L . UI DING B I . Holy FF= 351.55 BUIL ING C I 1 I �i I'` F= 49.66 a I 1 I �► .� • • (� % SIfIII 0 349.15 FF= 8.23 i 1 1 6 IE = 34 .12 STEP TA K B (c 1 SSCO •• I ! I - -� L U 4K CONCRETE \ r 1 = \ / U 1 » RIM = 347.72 1 - - ( 1 I 3 U 1 E OUT= 332.68 ', 6" IE = 341.57 SSCO #10 RD � (OUT) 441 _ - ,� RIM = 348.08 14 fl \ / SjONAL "IE =3 I Am- .I MIN . ( I I / `��,� ► STEP TANK E2 U Irs 22 LF 6' 0 0.02-1 NE AS NEEDED TYP. J _ L _I_ - d W W W W M F M - \/ \ 8K FIBERGLASS 6" IE (IN) = 340.73 1 d 21 If 6' 0 0.02 FT/FT ' I K STEP STEP TANK 3 I / 1 I 1' IE (OUT) = 342.23 C I 6K A ER LA , - 8K F(BERG \ ti; #12 1 L -1 _ L _ I- _ -_ C 6' IE IN ) = 341.11 6' IE (IN) = 341.8 I IM = 347.40 •` 6 "IE= 341.41 W 43+ Oc____-___w_1'- IE OU = 42.1 _W 1 IE (OUT) = 343.34 + / \ SSCO X13 q RIM = 347.All SOUND ENGINEERING, INC. SH C7 -16VV' FM ® FM 6" IE = 341.0 CIVIL ENGINEERS N LAND PLANNERS FM SER M EWER STUB FOR 1102 COMMERCE ST., SUITE 300 % ` I STA. 44 +41.12 6.00 RT VCS POOL CONNECTION TACOMA, WA 98402 I ,� � I � RI ° ` ,�• u1 • u A A VE � � � PHONE: (253) 573.0040 N FAX:(253} 513 -0142 6r' u 1" a �� �¢J www.soundenginc.com N sound @wwundenginc.com IE 343 2 - SCOi 4 - I a I :• 3/ _. .. 1 - R�1ST BLOCK � - _._` -`._ - -- -,� x i / / //% - , 349 2 IN RIM = 346 95 3 8 - G 6' IE = 341.00 PROJECT: C4 .. •. d •, �9 a 1 .UST BLOCK '' END OF SCO #15 CREEK ROAD EXPIRES d: W g W -00 54 +00 5+00 C ESS W Y A nA FM - F »' ,44d W I- Ti t _7 yy I$ I PROPOSED CONNECTION TO EXISTING 4 STEP LINE j STA. 2 +35.13, 7.61 LT " 1 4'x2' HOT TAP SADDLE 1 - 2" GATE VALVE 1 - THRUST BLOCK CONTRACTOR SHALL VERIFY EXACT HORIZONTAL AND .; I .. VERTICAL LOCATION OF EXISTING FORCE MAIN PRIOR TO CONSTRUCTION. IF LOCATION DIFFERS FROM WHAT IS SHOWN CONTACT THE PROJECT ENGINEER I I IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. . 1 I KEY OUTLINE OF BUILDING(S) TRIBUTARY TO SPECIFIED STEP TANK (BUILDING GROUP) P/ BUILDING GROUP LABEL. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 I STA. 51 +37.46, 6.00' RT STA. 10 +44.28, 6.00' RT 1 -2'TEE 2 - 2' G TE VALVES 1 - THRUST BLOCK STA. 52 +80.97, 6.00 RT (A WAY A STA. 20 +16, 6.00' RT (ACCE WAY B) 1 - 2" 90' BEND 1 - THRUST BLOCK �'-- 350-- ---- -_ SS WAY A) i WAY C) , t a t t t 1 1 I t t t I I t ; t , Tank Building clean Out Side Sewer Pie Tank Inlet S .2 +5. J.00' T (LCEI. $ Wy S A. •3 0, OW PT CCE", S: Y F - 2" TEE RIM IE . Cover \/ \ 8K FIBERGLASS 6" IE (IN) = 340.73 1 d 21 If 6' 0 0.02 FT/FT ' I K STEP STEP TANK 3 I / 1 I 1' IE (OUT) = 342.23 C I 6K A ER LA , - 8K F(BERG \ ti; #12 1 L -1 _ L _ I- _ -_ C 6' IE IN ) = 341.11 6' IE (IN) = 341.8 I IM = 347.40 •` 6 "IE= 341.41 W 43+ Oc____-___w_1'- IE OU = 42.1 _W 1 IE (OUT) = 343.34 + / \ SSCO X13 q RIM = 347.All SOUND ENGINEERING, INC. SH C7 -16VV' FM ® FM 6" IE = 341.0 CIVIL ENGINEERS N LAND PLANNERS FM SER M EWER STUB FOR 1102 COMMERCE ST., SUITE 300 % ` I STA. 44 +41.12 6.00 RT VCS POOL CONNECTION TACOMA, WA 98402 I ,� � I � RI ° ` ,�• u1 • u A A VE � � � PHONE: (253) 573.0040 N FAX:(253} 513 -0142 6r' u 1" a �� �¢J www.soundenginc.com N sound @wwundenginc.com IE 343 2 - SCOi 4 - I a I :• 3/ _. .. 1 - R�1ST BLOCK � - _._` -`._ - -- -,� x i / / //% - , 349 2 IN RIM = 346 95 3 8 - G 6' IE = 341.00 PROJECT: C4 .. •. d •, �9 a 1 .UST BLOCK '' END OF SCO #15 CREEK ROAD EXPIRES d: W g W -00 54 +00 5+00 C ESS W Y A nA FM - F »' ,44d W I- Ti t _7 yy I$ I PROPOSED CONNECTION TO EXISTING 4 STEP LINE j STA. 2 +35.13, 7.61 LT " 1 4'x2' HOT TAP SADDLE 1 - 2" GATE VALVE 1 - THRUST BLOCK CONTRACTOR SHALL VERIFY EXACT HORIZONTAL AND .; I .. VERTICAL LOCATION OF EXISTING FORCE MAIN PRIOR TO CONSTRUCTION. IF LOCATION DIFFERS FROM WHAT IS SHOWN CONTACT THE PROJECT ENGINEER I I IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. . 1 I KEY OUTLINE OF BUILDING(S) TRIBUTARY TO SPECIFIED STEP TANK (BUILDING GROUP) P/ BUILDING GROUP LABEL. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 I STA. 51 +37.46, 6.00' RT STA. 10 +44.28, 6.00' RT 1 -2'TEE 2 - 2' G TE VALVES 1 - THRUST BLOCK STA. 52 +80.97, 6.00 RT (A WAY A STA. 20 +16, 6.00' RT (ACCE WAY B) 1 - 2" 90' BEND 1 - THRUST BLOCK �'-- 350-- ---- -_ SS WAY A) i WAY C) , t a t t t 1 1 I t t t I I t ; t , Tank Building clean Out Side Sewer Pie Tank Inlet Tank Installation Tank Outlet Name ISIze IDepth FF IE Cover If RIM IE . Cover Dia in Slo e ` If Cover G I:lev Elevation Depth Cover IE ` Cover com 1 20 10.41 351.55 343.20 7.85 1 351.08 343.16 7.42 6 2.0% 342.33 7.82 3E0.65 333.25 17.40 6.99 343.83 6.66 2 350.81 342.76 8.05 com 2 20 10.41 351.55 345.05 6.00 5 351.08 345.01 5.57 6 2.0% 344.15 6.06 350.71 _ 335.08 15.63 5.23 345.65 4.89 6 350.67 344.59 6.08 A 6 7.92 350.05 343.55 6.00 7 350.95 343.51 6.94 6 2.0% 343.10 5.57 349.17 336.51 12.66 4.74 344.60 4.41 B 4 7.92 349.66 343.16 6.00 8 349.15 343.12 5.53 1 6 2.0% 342.68 4.88 348.06 336.10 11.96 4.05 344.18 3.71 C 6 7.92 348.23 341.57 6.16 9 347.72 341.53 5.69 6 2.0% 341.11 5.07 346.68 334.53 12.15 1 4.24 342.61 3.90 D 8 7.92 348.65 342.15 6.00 1 10 348.08 342.11 5.47 6 2.0% 341.84 4.64 346.98 335.26 11.72 3.81 343.34 3.47 E1 6 7.92 347.95 341.45 6.00 1 11 347.41 341.41 5.50 6 2.0% 341.14 4.80 346.44 334.56 11.88 3.97 342.64 3.63 E2 8 7.92 347.95 341.45 6.00 12 347.40 341.41 5.49 6 6 2.0% 340.73 4.69 345.92 334.15 11.77 3.86 342.23 3.52 13 346.85 341.10 5.75 14 346.97 341.00 5.97 347.75 341.24 6.01 15 347.70 341.24 5.96 F1 4 7.92 349.37 1342.87 6.00 16 348.87 342.83 5.54 6 2.0% 342.50 5.12 348.12 335.92 12.20 4.29 1344.00 3.95 F2 6 7.92 349.37 1342.87 6.00 17 348.76 342.83 5.43 6 2.0% 342.47 4.04 347.01 335.89 11.12 3.21 343.97 2.87 G 4 7.92 347.21 1340.71 6.00 18 346.66 340.67 5.49 6 2.0% 340.26 5.52 346.28 333.68 12.60 4.68 341.76 4.35 H 8 7.92 348.37 341.87 6.00 1 19 1 347.85 1341.83 5.52 1 6 2.0% 1341.561 4.78 346.84 334.98 11.86 3.94 343.06 3.61 1 6 7.92 348.6 342.10 6.00 1 20 1348.10 1342.06 1 5.54 1 6 2.0% 1341.741 5.22 1 347.46 335.16 12.30 4.38 343.24 4.05 1 8 7.92 349.74 343.24 6.00 1 21 1349.24 1343.20 1 5.54 1 6 2.0% 1342.881 5.14 1348.52 336.30 12.22 4.31 344.38 3.97 LINE CO RIM = 347.70 MIXED USE LW / SD _,6" IE = 341.24 P OL SD SD SD 57 0 J .02 CLIENT: � ► REC. BUILDING FF= 347.75 240 STADI M WAY SOUTH LLC. Z TACOMA,WA 98402 ) 28 0800 FAX (5) 428-8172 - -` '� EMAIL PROJECT ENGINEER: JEREMY HAUG 3 E -MAIL: JHAUG @SOUNDENGINC.COM 4 DRAWN: VSISSECK BY QR: JFH 7.21,08 SEWER PIPE MATERIALS & COVER NOTE BY DATE 1. ALL PIPE FOR SEWER FORCE MAIN SHALL COMPLY AS FOLLOWS: SCALE: 1 " =30' A. ALL PIPE LESS THAT 2 "0 SHALL BE SCHEDULE 40 PVC DESIGNED FOR DATE: 7.30.08 SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. PROJECT #: 07118.10 B. ALL PIPE 2 "0 OR GREATER SHALL BE PVC 1PS 1120 SDR 21 CLASS 200, SHALL HAVE RUBBER RING GASKET JOINTS, SHALL COMPLY WITH ASTM D 1784, AND HAVE A WORKING PRESSURE RATING OF 200 PSI. SHEET NAME: FOR C. 2*0 SERVICE LINES SOLVENT WELD JOINTS SHALL AND SHALL ECOMPLY WITH ASTM D DESIGNED 1785. S,T, E. P, 2. ALL SEWER FORCE MAINS SHALL HAVE A MINIMUM OF 5.0' OF COVER. SEWER PLAN 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. C19 SHEET 19 OF 32 AvI vu'j cmrrm HULi U , zuug 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 GRAPHIC SCALE 20 0 10 20 40 i 0) 3 O N I 0 L6 0 N O O U I ao 0 U) c� z Q ry 0 00 0 0 0 N U w 0 Of w I E a I 00 0 O N 0 a ( IN FEET ) 1 inch = 20 ft. 360 350 SD SD- 80 �� DRAINAGE FACILITY - PLAN VIEW SCALE: HORIZONTAL 1 " =20' FINIISHED GROUND VARIES i^ k d ;B 42 I 1 I \ I X— /T\1 d I- I -- - - -- - Iz tN7 I \ 360 Sb( 350 351 12" ADS N -12 CB #4 TO STOR 18" ADS N -12 CB #13 TO CB #14 HIGH FLOW BYPASS CB #12 TO CB #13 CONTROL STRUCTURE 4 3 TYPE 2-54° #1 CB 3 C23 p- w 0 w ajo zw 0 M m CA z w cry o z c3 O z w all Q 0 Z 0 z 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 / SEE GRADING PLAN SHEETS C5,C6 �/ 9 LF 12" ADS N -12 @ 0.0055 FT /FT CLIENT: YELM CREEK BLDG.S LLC. � 240 STADIUM WAY SOUTH EXISTING GROUND TACOMA,WA 98402 EXISTING GROUND T' n TEL: (253) 428 -0800 FAX: (253) 428 -8172 U EMAIL: 340 -- - - -- -- - ._— _ _ - -- - -- - -- — - -- 100 "R MW5= 340.81 -- — --- --- - -- IE =339.6 151 CHAMBER UNDERGROUND STORMTECH INF'LTRATION BED - ]E= 339.61 BOTOM OF TRENCH BED EL = 337.60 25 LF 12" ADS N -12 @ 0.14 FT /FT INLET FROM CONTEC STORMWATER SEE STORMTECH SHOP DRAWINGS FOR SOLUTIONS WATER QUALITY VAULT PIPE CONNECTION TO TRENCH BED IE= 338.10 5 LF 12" ADS N -12 @ 0.053 FT, /FT CB #35 TYPE 2 -48" - --4 SEE STORMTECH SHOP DRAWINGS [OR W /DOWNTURNED ELBOW NATIVE SOIL �� PIPE CONNECTION TO TRENCH HED RIM = 346.51 IE= 341.30 330 C N Cfl � Ln 0 +00 1+00 DRAINAGE FACILITY - SECTION 1 SCALE: HORIZONTAL 1 " =20' VERTICAL 1' =5' 2 +00 340 34' CB #42 TYPE 2 -48" W /DOWNTURNED ELBOW RIM = 346.41 IE= 339.91 PROJECT ENGINEER: JEREMY HAUG E-MAIL: JHAUG @SOUNDENGINC.COM DRAWN: VERONICA SISSECK BY QR: JFH 7/30108 BY DATE J LI I L MU I'1 I 330 SCALE: 1 =20 DATE: 7/31/08 r� � Lri PROJECT #: 07118 r� 0 +00 1+00 DRAINAGE FACILITY - SECTION 2 SCALE: HORIZONTAL 1 " =20' VERTICAL 1' =5' CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 SHEET NAME: STORM DRAINAGE FACILITY DESIGN C20 SHEET 20 OF 32 151 sWNHAL AUG 0 5 2008 rn 3 J H W 0 010 C7 z Q D: a0 O O i in F- U W O 1Y I 0 I 00 O O N d� 0 rn Q CEMENT CONCRETE SIDEWALK RAMP TYPE 4A-\ 3/8" EXPANSION JOINT (SEE STD. PLAN F- 30.10) SIDEWALK A r O B (D RADIUS POINT OF CURB RETURN Rq�vu �q T SFF C(5Ai'( � of TRgCT 00, CEMENT CONCRETE PEDESTRIAN CURB - 0" RAMP 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. CITY OF YELM, THURSTON COUNTY WASHINGTON ACCESS WAY NOTES AND DETAILS Y J 3 O Q! U X LANDING 1� Y C <= 'MAJOR STREET r* DETECTABLE WARNING PATTERN (SEE DETAIL) PLAN VIEW 6' - On CEMENT CONCRETE PEDESTRIAN CURB -� 2% MAX. d TOP OF (SEE STD. PLAN F- 10.12) . ROADWAY 711, 4 CEMENT CONCRETE SIDEWALK - CEMENT CONCRETE CURB & GUTTER SECTION (A j (SEE NOTE 4) CEMENT CONC. RAMP 2' - 0" N DETECTABLE WARNING CEMEN DE T CONC. 7� - 0" PATTERN (SEE DETAIL) LANDING RAMP TOP OF d FLUSH ROADWAY - 16" 3/8" EXPANSION JOINT (BEEF STD. PLAN F- 30.10) LANDING DEPRESSED CURB & GUTTER (SEE NOTE 4) SECTION A � RAMP B - -- + I O A I B U O I PLAN io I� F C 1 w NOTES A 1 5/6" 23/811 W1. 5/8" This layout is used to provide access to a single crosswalk "Cement C 7116" parallel to the major street. The bid item Conc. CI_ 1d - 9 3/4" Sidewalk Ramp Type 4A" does not include the adjacent Curb Z(or if-111/2, Curb & Gutter), the Sidewalk, or the Cement Conc. Ped- 70 FEET 13 - 0" estrian Curb. 80 FEET 13 - 11 1/2' 101 -- 81/7' 90 FEET 2. Ramp slopes shall not be steeper than 12H:1 V. 100 FEET 3. Avoid placing drainage structures, junction boxes or other CURB, OR CURB obstructions in front of ramp access areas. AND GUTTER 4 Curb & Gutter is shown, see the Contract Plans for the curb design specified. See Standard Plan F -10.12 for curb details. 5. See Std. Plan F -30.10 for sidewalk joint placement and details. 6. The bottom of the ram shall have a level area (not in excess of 2% in any direction), 4' ? 4'. Y J 3 O Q! U X LANDING 1� Y C <= 'MAJOR STREET r* DETECTABLE WARNING PATTERN (SEE DETAIL) PLAN VIEW 6' - On CEMENT CONCRETE PEDESTRIAN CURB -� 2% MAX. d TOP OF (SEE STD. PLAN F- 10.12) . ROADWAY 711, 4 CEMENT CONCRETE SIDEWALK - CEMENT CONCRETE CURB & GUTTER SECTION (A j (SEE NOTE 4) CEMENT CONC. RAMP 2' - 0" N DETECTABLE WARNING CEMEN DE T CONC. 7� - 0" PATTERN (SEE DETAIL) LANDING RAMP TOP OF d FLUSH ROADWAY - 16" 3/8" EXPANSION JOINT (BEEF STD. PLAN F- 30.10) LANDING DEPRESSED CURB & GUTTER (SEE NOTE 4) SECTION A � RAMP B - -- + I O A I B U O I PLAN io I� F C 1 C1 D THIS PATTERN AREA SHALL ELEVATION BE YELLOW IN COLOR DETECTABLE WARNING PATTERN DETAIL 4 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 DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT 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. COMPAC11ON OF SUBGRADE, ROCK AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPEC11ON 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: 0 to 6" SECTION CO TOP OF ROADWAY DEPRESSED CURB & GUTTER (SEE NOTE 4) RADIUS T FACE OF CURB MIN. MAX. A 1 5/6" 23/811 B 5/8" 1 1/2" C 7116" 314" 50 FEET 1d - 9 3/4" 1 7116" C1 D THIS PATTERN AREA SHALL ELEVATION BE YELLOW IN COLOR DETECTABLE WARNING PATTERN DETAIL 4 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 DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT 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. COMPAC11ON OF SUBGRADE, ROCK AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPEC11ON 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: 0 to 6" SECTION CO TOP OF ROADWAY DEPRESSED CURB & GUTTER (SEE NOTE 4) RADIUS T FACE OF CURB X LANDING Y DISTANCE FROM P.C. 20 FEET 5 - 21/7' 1' - 7' 30 FEET 9 - 01/4" 3-9- 40 FEET 9' - 6 1/4" 5 - 4 3/4" 50 FEET 1d - 9 3/4" 6 - 11" 60 FEET if-111/2, g - 31/'7' 70 FEET 13 - 0" 9r - 6 1/2' 80 FEET 13 - 11 1/2' 101 -- 81/7' 90 FEET 14' -101/7 11' -- 9 3/4" 100 FEET 15 - 8 3/4" 17 - 101/4" INTERMEDIATE RADII CAN BE INTERPOLATED ISOMETRIC VIEW 1 SIDEWALK RA11P TYPE 4A NOT TO SCALE PER WSDOT F- 40.16 -00 .1 .2" WIDTH ONE -WAY TWO -WAY 10' 10' 15' 30' 20' - -- '10, H TES: I. WHERE APPROACH EXCEEDS 16' WIDTH A FULL DEPTH EXPANSION .JOINT SHALL BE PLACED LONGITUDINALLY, CENTERED IN THE APPROACH, 2. FORM AND SUBGRADE INSPECTION ARE REQUIRED BEFORE POURING CONCRETE. 3, REFER TO SECTION 46.140, YELM DEVELOPMENT GUIDELINES. too 3' 'AS I 6' T I 1 �� rT MIN. REl TYP. Y. M,N T MIN.' TYP. TYP TYPE III T "I'[ E I V T Y P I C A L C U R C R A Psi P S BOTTOM OF RAMP MAY NOTE: SEE SIDEWALK; SPAING, HAVE MAX. 1/2" LIP EXPANSION JOINT> &. SCORE AT 45'. MARK DETAIL FOR ADDITIONAL 4Y NOTES. t_'_ l� r FLOW SEE OF GUTTER Mehl H -LIP REQ D. DETAIL 12 IIP [)FTAII RAMP SECTION MIN.' MIN,' TYP. TYP. T`'P E NOTES: 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOV_D FROM WET CON. TO LEAVE A DIAMOND PATTERN- '-HE LONG AXIS OF THE DIAMOND PATERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1/8" DEEP AND 1/4" WIDE. 2. CURB RAMPS SHALL BE POURED AS A SEPARATE UNIT FROM THE SIDEWALK AND FROM THE CURB AND GUTTER, ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY, 3. INLETS SHALL BE LOCATED SO THkT RUNOFF DOES NOT FLOW PAST THE CURB RAMP, NO INLE FS ARE TO BE SET SO THAT PEDESTRIANS WALK OVER OR AROUND THEM, CITY CF YELM DEPT. OF PUBLIC WORKS TYPICAL CURB RAMPS APPROVED DWG. NO. PUBLIC WORKS DIRECTOIt DATE 4-12 DES. DWN. CKD. DATE S -C S -C S -C 10/3,%94 5 TYPICAL CURB RAMPS NCT TO SCALE CITY OF YELM DEPT, OF PUBLIC WORKS CEMENT CONCRETE APPROACH APPROVED DWG, N0. PUBLIC WORKS DIRECTOR DATE 4-9 DES. DWN. CKD. DATE S -C S -C S -C 2//2/95 CEMENT CONCRETE APPROACH NOT TO SCALE 15' z w 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 1/2"R 1/2"R 1 1 , 2 1/2" 5" <7 CEMENT CONCRETE BARRIER CURFi AP.II) i�I J EDGE AROUND EACH PANEL r/ HHDOM FINISH EXPANSIGN ` SCORE MARK EXPANSION \ JOINT PLANTER STRIF (AS REQ.) 15' CURB &: GIJ`FTER 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 :Ei /8" WIDE BY t1/4" DEEP. FOR CITY OF YELM DEPT. OF PUBLIC WORK'S SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE L MARK SHALL BE MADL ALONG CENTER OF WALK. C E M E N T C L) I p �`J I`l" I �� \ E I- E 4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB SIDEWALK RETURNS, EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND APPROVED DWG. 110. GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND 4-] GUTTER, UNLESS OFHERb4`. DIRECTED BY ENGINEER. PUBLIC WORKS DIRECTOR DATE. DES. DWN. CKD. DATE JEG S -C S -C S- L 10/3/94 CEMENT CONCRETE SIDEWALK NOT TO SCALE PER YELM DWG 4 -13 CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT F- 10.42 -00 3 CEMENT CONCRETE CURBS NOT TO SCALE 0.67' GRAVEL BASE COMPACTED TO 95% OF MAXIMUM DENSITY PER. 2- 03.3(14)D _ 0.67' GRAVEL BASE COMPACTED TO 95% OF MAXIMUM DENSITY PER. 2- 013(14)D - MINIMUM 0.25' CLAS`; 'B' A1v.P. (COMPACTED DEPTH) OR EXISTING PLUS 0.08', WHICHEVER IS GREATER APPLIED IN MAXIMUM D.17' LIFTS - 0.17' CRUSHED SURFACING TOP COURSE 1, MIN TYP. SA.'ytf CUT EXISTING PAVEMENT. ENMISIFIED ASPHALT GRADE CSS -1 TACK SHALL, BE APPLIED TO EDGES OF EXISTING PAVEMENT. ALL JOINTS SHALL BE SEALED USING PAVING ASPHALT AR4000W. EXISTING FLEXI81_E PAVEMENT TRENCH BACKFILL COMPACTED PER, 2- 03.3(14)C METHOD 13 1AINIMU101 0.75' CEMENT CONC. PWAT• TRAFJ`VEF;SE CONSTRUCTION JOINT. OR MATCH EXISTING PLUS G.OB', SEE STANDARD' PLAN A -1 WHICHEVER IS GREATER. SAW CUT EXISTING PAVEMENT. 0.17' CRUSHED ExISTIhIa SURFACING RIGID TOP COURSE PAVEMENT TYP. NOTES: 1. ALL MATERIALS, VORKMANSHIP, AND INSTALL- ATION SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARD'S. - TRENCH BAOKFILL COMPACTED PER, 2- 03.3(14)C METHOD C CITY OF YELM - - -_- CREPT. OF PUBLIC W0R1: �_�__.. TRENCH-- PAV'EkAE1\1T RESTORATI011 DETAIL - APPROV'ED DWG. NO. PUBLIC WORKS DIRECTOR DATE `t 10 DES. DWN. CKD. DATE TRENCH PAVEMENT RESTORATION DETAIL NOT TO SCALE z w (J') O z E3 O 2 z U-1 Q 0 Z v • �4vL OB 1►ASgj�c� �SSloiv�rV 1y��1 FEXPIRES t� 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 #: 07118.10 SHEET NAME: ACCESS WAY NOTES AND DETAILS C21 SHEET 21 OF 32 - 11= It= 11= 11= 11= 11= II =11= 11=11 =11' = 11= 11:= 11:= 11= II:' =11. 11. =11. 11:- 11:= 11: =11 / - = =1 1- 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 1/2"R 1/2"R 1 1 , 2 1/2" 5" <7 CEMENT CONCRETE BARRIER CURFi AP.II) i�I J EDGE AROUND EACH PANEL r/ HHDOM FINISH EXPANSIGN ` SCORE MARK EXPANSION \ JOINT PLANTER STRIF (AS REQ.) 15' CURB &: GIJ`FTER 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 :Ei /8" WIDE BY t1/4" DEEP. FOR CITY OF YELM DEPT. OF PUBLIC WORK'S SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE L MARK SHALL BE MADL ALONG CENTER OF WALK. C E M E N T C L) I p �`J I`l" I �� \ E I- E 4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB SIDEWALK RETURNS, EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND APPROVED DWG. 110. GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND 4-] GUTTER, UNLESS OFHERb4`. DIRECTED BY ENGINEER. PUBLIC WORKS DIRECTOR DATE. DES. DWN. CKD. DATE JEG S -C S -C S- L 10/3/94 CEMENT CONCRETE SIDEWALK NOT TO SCALE PER YELM DWG 4 -13 CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT F- 10.42 -00 3 CEMENT CONCRETE CURBS NOT TO SCALE 0.67' GRAVEL BASE COMPACTED TO 95% OF MAXIMUM DENSITY PER. 2- 03.3(14)D _ 0.67' GRAVEL BASE COMPACTED TO 95% OF MAXIMUM DENSITY PER. 2- 013(14)D - MINIMUM 0.25' CLAS`; 'B' A1v.P. (COMPACTED DEPTH) OR EXISTING PLUS 0.08', WHICHEVER IS GREATER APPLIED IN MAXIMUM D.17' LIFTS - 0.17' CRUSHED SURFACING TOP COURSE 1, MIN TYP. SA.'ytf CUT EXISTING PAVEMENT. ENMISIFIED ASPHALT GRADE CSS -1 TACK SHALL, BE APPLIED TO EDGES OF EXISTING PAVEMENT. ALL JOINTS SHALL BE SEALED USING PAVING ASPHALT AR4000W. EXISTING FLEXI81_E PAVEMENT TRENCH BACKFILL COMPACTED PER, 2- 03.3(14)C METHOD 13 1AINIMU101 0.75' CEMENT CONC. PWAT• TRAFJ`VEF;SE CONSTRUCTION JOINT. OR MATCH EXISTING PLUS G.OB', SEE STANDARD' PLAN A -1 WHICHEVER IS GREATER. SAW CUT EXISTING PAVEMENT. 0.17' CRUSHED ExISTIhIa SURFACING RIGID TOP COURSE PAVEMENT TYP. NOTES: 1. ALL MATERIALS, VORKMANSHIP, AND INSTALL- ATION SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARD'S. - TRENCH BAOKFILL COMPACTED PER, 2- 03.3(14)C METHOD C CITY OF YELM - - -_- CREPT. OF PUBLIC W0R1: �_�__.. TRENCH-- PAV'EkAE1\1T RESTORATI011 DETAIL - APPROV'ED DWG. NO. PUBLIC WORKS DIRECTOR DATE `t 10 DES. DWN. CKD. DATE TRENCH PAVEMENT RESTORATION DETAIL NOT TO SCALE z w (J') O z E3 O 2 z U-1 Q 0 Z v • �4vL OB 1►ASgj�c� �SSloiv�rV 1y��1 FEXPIRES t� 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 #: 07118.10 SHEET NAME: ACCESS WAY NOTES AND DETAILS C21 SHEET 21 OF 32 rn 3 v� J Q W 0 010 C9 z Q CL' 00 r n 0 0 u 0 I i 0 E M ul I 00 0 0 N 0 rn Q z 0 U w f.� J 0� cn rnrtlr�oc-r�- r`I - znrzr-�. 2' 12' L EXTRUDED CURB I 3 I C21 2 ROAD SE NOT TO SCALE - 20' PARKII g I L L-U. tIVII] I.) :STEEL OR IRON ROAD MONUMENT NOT TO SCALE PORTION OF WSDOT M- 17.10 -01 `- EXTRUDED CURB 3 C21 NOT TO SCALE , 1 2' 9' 3ARKING 6' SIDEWALK s 2% `- INTEGRAL CURB \�0.17` ASPHALT CONCRETE 0.17" C.S.T.C. 3 0.67" GRAVEL BASE CZl S WAY Al 20' PARKING 8' SIDEWALK 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 R/W ft R/W I INTEGRAL CURB .17" ASPHALT CONCRETE I � 0.17" C.S.T.C. 3 0.67" GRAVEL BASE CZ1 IACCESS WAY 61 55 20' T 35' I 40' 20' EX ROW EXST UTIL ESMT AFN 3078377 22' 7' 5' 1 l- -JTIL 0' 15' 15.% 16.3= -- ---1 PLANTER STRIP SIDEWALK PROP ESMT t2.0� (EXISTING t_ 2% (EXISTING) 2_0;g _ , 2q ,10x MAX Xl L i CEMENT CONC. BARRIER CEMENT CONC. SIDEWALK CURBAND GUTTER 3 e 2 2 4" CLASS B ASPHALT CONCRETE 2 CRUSHED SURFACING TOP COURSE \-8" GRAVEL BASE 4 CREEK STREET CROSS SECTION NOT TO SCALE ~ 6' — SIDEWALK 6 ROAD SECTION IA NOT TO SCALE CLASS 3000 CONCRETE T HI_Flm''T — ;;;�� 1I- \-95% COMPACTED SUBGRADE NOTE: 1. CONSTRUCT WITH 6" x 6" NUMBER 10 WELDED WIRE MESH 2. PROVIDE EXPANSION JOINTS EVERY 10'. D7 CEMENT CONCRETE PAVEME NOT TO SCALE FOR GARBAGE ENCLOSURES SIDEWALK RAMP 4'- 0" MIN CEMENT SIDEWALK RAMP r 4'- 0" MIN. _ �— CONCRETE -- SIDEWALK - - "j- OF STALL _ _ OF STALL R7 -801 R7 -801A 2'- U' 4" WIDE, YELLOW y FACE OF CURB 4" MADE, YELLOW P1UNT LINES ` 045,- / I PAINT LINES `da _ 4" WIDE, WHITE J PAINT UNE CrYP.) � o L j: 8'- 0" MIN. 5' -- U 8'- 0' MIN. 8'- 0" MIN. 8'- 0" MIN, e'- 0" Mite ca PLAN o ONE ACCESSIBLE STALL 90' PARKING STALL ARRANGEMENT STALL Q- cSS WAY Dl PLAN TWO ACCESSIBLE STALLS 90° PARKING STALL ARRANGEMENT NOT TO SCALE PORTION OF WSDOT M- 17.10 -01 I - 20' GARA( 2' 11.5' I I I _1.07. t­ 6, EXTRUDED CURB (PROJECTED) I I 5 ROAD 5 NOT TO SCALE CESS WAY Cl - 6' - SIDEWALK .... =III;;= IIIII��- �►II��� +� \0.17' ASPHALT CONCRETE 0.17" C.S.T.C. 0.67" GRAVEL BASE 6' -0" 4" 2 1/2" 9" #3 BARS (2) LJ O 8" MIN.�F --� 13/16" DIA HOLES 10" MAX. 3:1 SAND & CEMENT GROUT 1" DEPTH NON- SHRINK GROUT ( -" - tj—I r 2" CLEARANCE (TYP) �'1 I-- CURB STOPS NOT TO SCALE 12" RESERVED PARKING srat awo r�II1� sr ■e1� 2" DIA. G.I.P., �-- SCH. CONCRETE E 8 "MIN. DISABLED NOT TO SCALE PROPOSED GRADE Z TE M in cV SIGN #6 BARS (2) 00 Z W Q w 1-" i:ull cif z LU a ~z co z W z 0 Ln 2 z a W d 0 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: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT #: 07118 SHEET NAME: ACCESS WAY CROSS SECTIONS AND DETAILS C22 SHEET 22 OF 32 CREEK ROAD MIXED USE PIPE ALLOWANCES A PORTION OF THE NW QUARTER OF THE: NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. W MAXIMUM ITY OF YELM, THURSTON COUNTY, WASHINGTON o PIPE MATERIAL INSIDE DIAMETER NOTES STORM DRAINAGE NOTES AND DETAILS w FRAME AND VANED GRATE REINFORCED OR 12 PLAIN CONCRETE " ' 1. As acceptable alternatives to the rebar shown in 1. No steps are required when height is 4 or less. YARD DRAIN 2-- a CATCH BASIN FRAME AND the PRECAST BASE SECTION, fibers (placed according to the VANED GRATE OR MANHOLE ALL METAL PIPE 15" Standard Specifications), or wire: mesh having a minimum area 2. The bottom of the precast catch basin may be RING AND COVER - - -' � of 0.12 square inches per foot stall be used with the minimum sloped to facilitate cleaning. �fT . 20y required rebar shown in the ALTERNATIVE PRECAST BASE HANDHOLD / / \/ CPSSP�k 12„ SECTION. Wire mesh shall not be placed in the knockouts. 3. Frame and grate may be installed with flange a \ \ \� \ / " \ \\ STD. SPEC. 9 -05.20 down or cast into adjustment section. 2. The knockout diameter shall not be greater than 20 ". Knockouts a ? RECTANGULAR ADJUSTMENT � � � � SECTION OR CIRCULAR ADJUSTMENT SECTION + Sb SOLID WALL PVC shall �� N � � have a wall thickness of 2 minimum to 2.5 maximum. Provide tO '` \ / \ \ / \ \ / \\ \, 5 (STD. SPEC. 9- 05.12(1)) " 4. Knockouts shall have a wall thickness of 2 / / / a 1.5" minimum to 2.5" maximum. Provide a 1.5" / PROFILE WALL PVC minimum gap between the knoctout wall and the outside of the minimum gap between the knockout wall and the ► � ► ` (STD. SPEC. 9- 05.12(2)) 15 pipe' outside of the pipe. After the pipe is installed, fill ► - FLAT SLAB TOP 6" OR 12" After the pipe is installed, fill the gap with joint mortar in the a with joint mortar in accordance with Std. ' �„ TIGHTUNE DRAIN *CORRUGATED POLYETHYLENE accordance gap � � ► TO OUTFALL STORM SEWER PIPE with Standard Specification 9 -04.3. Spec. 9 -04.3. 2 z ► 3. The maximum depth from the finished grade to the lowest pipe o i ► o invert < ` 48 ", 54 ", 60", 72", 84" OR 96" ONE 3 BAR HOOP FOR 6" HEIGHT PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER I ► TWO 3 BAR HOOPS FOR 12 HEIGHT shall be 5'. CATCH ° CPSSP BASIN SOLID PROFILE in DIAMETER CONCRETE ALL WALL WALL 14 MORTAR (TYP.) ► ► ° 4. The frame and grate may be installed with the flange up or down. METAL v m PVC m PVC ® ► w RECTANGULAR ADJUSTMENT SECTION The 48" 24' 30' 24' 2T 30' UJ frame may be cast into the adju:>tment section. ► ' ►► z I=3 61 `SF ? 54' 30' 36' 30' 27' 36' ' ' STEPS OR O 6 F �2 5. The Precast Base Section may -lave a rounded floor, and the 60' 36' 42' 36` 36' 42' LADDER can �O O� walls may WATERTIGHT ADAPTORS PIPE SIZE PER PLAN `S�ti 6J be sloped at a rate of 1:24 or steeper. 72' 42' 54' 42' 36' 48' AVAILABLE FOR ALL � � 6. The opening shall be measured at the top of the precast base 84' S4' 60' 54' 36' PLASTIC PIPING SYSTEMS 48' � NOTES: a section. 96 60 72 611 36 48 7. All pickup holes shall be grouted full after the basin has been m CORRUGATED POLYETHYLENE STORM SEWER PIPE (Std. Spec. 9- 05.20) CONTRACTOR TO PROVIDE DRAIN BASINS OR INLINE BASINS AND _ placed. m Std Spec. 9 -05.1 1 o APPROPRIATE GRATES AS SUPPLIED BY ADVANCED DRAINAGE SYSTEMS, INC. ® Std' Spec• 9- 05.%J� , ► ' . ► ` (ADS) OR APPROVED EQUIVALENT AT THE LOCATIONS SHOWN ON THE PLANS. #3 BAR EACH CORN . 1" MIN. ` INSTALLA11ON SHALL BE DONE PER THE MANUFACTURERS RECOMMENDATIONS. o MORTAR FILLET REINFORCING STEEL CATCH WALL. BASE MAXIMUM BASE REINFORCING STEEL ' •� 2.5" MAX a Q Z BASIN THICKNESS THICKNESS NOCKOU DISTANCE TN ft IN EACH DIRECTION `� N ` ' °G BETWEEN , YARD DRAIN ► DIAMETER SIZE KNOCKOUTS INTEGRAL SEPARATE 12" 48' 4" 6' 36' 8" 0.15 0.23 ' o .`+ ► , ► ► ' N 54' 4.5" s" 42' a' 0.19 0.19 6' 1 1 a6" NOT TO SCALE 3 BAR EACH SIDE 0 # '� 0.25 0.25 "O" RING z #3 BAR EACH CORNER " " 24" 18 MIN. 77' 6 8 60 12 0.24 0.35 GRAVEL BACKFILL FOR 8" 12" 72" 12" 0.29 0.39 PIPE ZONE BEDDING In V IF In 12" 12" 84" 12" 0.29 0.39 �6" #3 BAR EACH WAY •• PRECAST BASE SECTION #3 BAR HOOP CATCH BASIN TYPE 2 ' 3 •'• . NOT TO SCALE 1 2" 12 " • ° ° ° • ' 3/4" APART, 1 /8 RE HSGH CATCH BASIN TYPE 1 SEE NOTE 1 10" FIBER JOINT PACKING 8" 4 3 4 NOT TO SCALE ALTERNATIVE PRECAST BASE SECTION 9" PER WSDOT 8- 5.20 -00 8 3/40 N 0 00 ID RIO � � 450� BEND �`� of wdsgl4, y F] • fti �a� YG a - 1-1 H El El El � � `� .'• , � 33716 +� �s %13TRR� Ol ' . StONAL 7 � w N •' • 7 3/4- • EXPIRES be NOTES 15" • 1. When bolt -down grates are specified in the Contract, Provide two slots • » In the grate that are vertically aligned with the holes in SECTION A - _..�......� 1/2" WIDE, 1/8" HIGH ' 24 the frame. RAISED BORDER 1" ° . ; • Location of bolt -down slots varies among different > SOUND ENGINEERING, INC. manufacturers. CAST IRON RING AND COVER PLAN ; ' CIVIL ENGINEERS N LAND PLANNERS ° ' SUITE . Refer to Standard Specification 9- 05.15(2) for 1102 COMMERCE ST., 300 ° • TACOMA, S ., SUI additional requirements. ° . ' • PHONE: (253) 573.0040 - FAX:(253) 573 -0142 3. For Frame details, See Standard Plan B- 30.10. PLUG ° ' •'• ' www. wundenginc .comNsound @soundenginc.com s 4. The thickness of the grate shall not exceed 1 5/8" CLEAN OUT 3 ti SLOT SEE -- ► ° PROJECT: . , a1j DETAIL NOT TO SCALE ► ° • ... � 'F AND NOTE 1 N i • CREEK ROAD x, a � � r � � , f � ;� , + , z PER WSDOT 8- 85.40 -00 • • ° ' • ' • ' • • • t tC MIXED USE Ld Q '� °`,'3 bf CLIENT: . J . 00 i. e , rp r'1't 1 1/4" p yy �-- �,`. 1" OPENING TYP. " YELM CREEK BLDG.S LLC. 2'- 0" » 8 RICH N0. 910 VALVE BOX, 240 STADIUM WAY SOUTH OR EQUAL WITH COVER TACOMA WA 96402 s MARKING TO READ "SEWER" (Al TEL: (253) 428-0800 FAX: (253) 428-8172 � ,n (TYP.) Z EMAIL: IN 5� PROJECT ENGINEER: JEREMY HAUG r k }" it ` J '` •• '. #4 0 7" O.C. EACH WAY TOP E -MAIL: JHAUG @SOUNDENGINC.COM �-- -� PVC PIPE WITH g PVC PIPE ASTM D - DRIP 1/2 HOLE OR SLOT o Z THREADED PLUG " " DRAWN: VSISSECK BOLT -DOWN SLOT DETAIL 3034 (WHITE) FOR WIRE BY N A ' � , g �- SEE NOTE 1 GATE VALVE SHALL BE SAME { MAIN AS SIZE MJxMJ QR: JFH 07.21.08 U O 2"0-90' BEND BY DATE TONING WIRE AJ CONCRETE D SCALE: NTS BLOCK CONNECT TO MAINLINE DATE: 07.30.08 i Y" F,t4i2 l 3 i ' USE EXPANSION FITTINGS PROJECT #: 07118.10 AS REQUIRED a a LO o L . ' SHEET NAME: M_J SCH 40 PIPE FRO VALVE NUT EXTENTIONS REQUIRED TO STORM DRAINAGE I TOP ISOMETRIC VALVE WPSOLVENT WELD BRING MUT TO WITHIN 24" OF THE o JOINTS. PIPE To BE SURFACE NOTES AND DETAILS RECTANGULAR HERRINGBONE GRATE SAME SIZE SEWER MAIN 2 END OF LINE L N NOT TO SCALE _ CLEAN OUT PER WSDOT B- 30.50 -00 o NOT TO SCALE rn PER YELM 7 -20 C23 Q SHEET 23 OF 32 1Sa 3.0 , 114., C AUG 0 5 2008 3 v tri J w 0 co In 0 z Q Ir 00 0 r 0 0 H U w 0 a I E 0 co vn 00 0 0 N d' 0 rn Q REMOVABLE ELBOW SUMP PER DESIGN CATCH BASIN OR MANHOLE t I —III" 1= ,1111- - GEOTECHNICAL ENGINEER IS RESPONSIBLE FOR ENSURING THE SUITIBILITY OF SUBGRADE SOILS* SC -740 END CAP SC -740 CHAMBER 3/4 - 2 INCH WASHED, - CRUSHED, ANGULAR STONE AASHTO M288 CLASS 2 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 STORMTECH CHAMBER SYSTEM NOTES AND DETAILS PAVEMENT GRANULAR WELL GRADED SOIL /AGGREGATE MIXTURES, <35% FINES. COMPACT IN 6 INCH LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WWW.STORMTECH.COM, AASHTO :: CLASS 2 NON—WOVEN GEOTEXTILE ' I �4 •. MIN MAX 30" 0 -11' -11' - 0 0 11 DEPTH OF STONE TO BE DETERMINED _ _ BY DESIGN ENGINEER — III —III. (6" MIN.)* 3/4 - 2 INCH WASHED, CRUSHED, ANGULAR STONE \_ � SC -740 CHAMBER SC -740 ENDCAP AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE * SEE STORMTECH'S DESIGN MANUAL FOR STORMTECH INFORMATION CALL 1- 888 - 892 -2694 STORMTECH SC=740 CHAMBER INLET DIRECT FROM BASIN /MANHOLE NOT TO SCALE GRANULAR WELL GRADED SOIL /AGGREGATE MIXTURES, <35% FINES. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WWW.STORMTECH.COM. •- • 161MAVAV MIN. MAX. M06151101 IN. -• • m DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER 6" MIN.* " I�1111��11111�11111�11111�1111 ►�IIIII�IIIII�IIT� "'►TI 117111 '1 TI' II�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII '�� i 6 -i- -• 51" --f-- 12" MIN. TYP. GEOTECHNICAL ENGINEER IS RESPONSIBLE FOR MIN. ENSURING SUITABILITY OF SUBGRADE SOILS* FOR STORMTECH INFORMATION CALL 1- 888 - 892 -2694 *SEE STORMTECH'S DESIGN MANUAL (3) !It TECH SC-740 TYPICACOSS SCTION SCALE ERLAP NEXT CHAMBER HERE -CREST 14 PL / r- VALLEY 13 PL .5" 12 F r-5.8" BUILD ROW IN \-START I THIS DIRECTION STORMTECH SC -740 CHAMBER CORRUGATION NOT TO SCALE 90.7" ACTUAL LENGTH �--- 85.4" INSTALLED --I NOMINAL CHAMBER SPECIFICATIONS Z>UH 4U F'IF't t-UK OR INSPECTION PORT I-- 51" FOR STORMTECH INFORMATION CALL 1- 888 - 892 -2694 SIZE (W x H x INSTALLED LENGTH) 51.0" x 30.0" x 85.4" CHAMBER STORAGE 45.9 CUBIC FEET MINIMUM INSTALLED STORAGE 74.9 CUBIC FEET WEIGHT 75 LBS. STORMTECH SC -740 CHAMBER NOT TO SCALE w W cy- z� F_ Z-1 m STORMTECH GENERAL NOTES 1• STORMTECH LLC ( "STORMTECH ") REQUIRES 6. STONE PLACEMENT BETWEEN CHAMBERS INSTALLING CONTRACTORS TO USE AND ROWS AND AROUND PERIMETER MUST W ' UNDERSTAND STORMTECH'S LATEST FOLLOW INSTRUCTIONS AS INDICATED IN THE z o ° INSTALLATION INSTRUCTIONS PRIOR TO MOST CURRENT VERSION OF STORMTECH'S N BEGINNING SYSTEM INSTALLATION. INSTALLATION INSTRUCTIONS. 2. OUR TECHNICAL SERVICES DEPARTMENT 7. BACKFILLING OVER THE CHAMBERS MUST z OFFERS INSTALLATION CONSULTATIONS TO FOLLOW REQUIREMENTS AS INDICATED IN TH INSTALLING CONTRACTORS. CONTACT OUR MOST CURRENT VERSION OF STORMTECH'S TECHNICAL SERVICES REPRESENTATIVE AT INSTALLATION INSTRUCTIONS. LEAST 30 DAYS PRIOR TO SYSTEM Q INSTALLATION TO ARRANGE A 8. THE CONTRACTOR MUST REFER TO 0 PRE - INSTALLATION CONSULTATION. OUR STORMTECH'S INSTALLATION INSTRUCTIONS REPRESENTATIVES CAN THEN ANSWER FOR A TABLE OF ACCEPTABLE VEHICLE QUESTIONS OR ADDRESS COMMENTS ON THE LOADS AT VARIOUS DEPTHS OF COVER. STORMTECH CHAMBER SYSTEM AND INFORM THIS INFORMATION IS ALSO AVAILABLE AT Z THE INSTALLING CONTRACTOR OF THE STORMTF(;H'S WFRSITF- PAVEMENT FLOOR BOX FRAME AND LID W /S.S. GRANULAR WELL GRADED SOIL /AGGREGATE MIXTURES, CAP SCREW LID CLOSURE <35% FINES. COMPACT IN 6 INCH LIFTS TO 95% PROCTOR DENSITY. PAVEMENT CLEANOUT WITH SCREW -IN CAP p`S OF llaSgj���{j, SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, CLASS "C" CONCRETE OR WWW.STORMTECH.COM. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE y b AASHTO M288 CLASS 2 OUTLET CONTROL STRUCTURE PER DESIGN NON -WOVEN GEOTEXTILE 13TEF" "' Ile 96" �SSIONAL �1 - 4" PVC RISER 1$ MIN.M EXPIRES Iy/ REMOVABLE CATCH BASIN A 18" 96" - t ELBOW OR :MIN. MAX • MANHOLE • 9 SC 740 CHAMBER o a o a o 0 0 0 0 ° ° a a a a ° ° ° ° OUTLET PIPE ° ° ° ° ° ° ° ° ° INSPECTION PORT TO BE SOUND ENGINEERING, INC. o o a o 0 0 0 0 0 0 0 0 0 PER DESIGN CIVIL ENGINEERS - LAND PLANNERS F7 ATTACHED THROUGH SUMP PEF: _ — — — KNOCK -OUT LOCATED DESIGN ENGINEER AT CENTER OF CHAMBER 1102 COMMERCE ST,, SUITE 300 _ I —III I I -I (( —III. OUTLET PIPING AASHTO M288 CLASS 2 FOR STORMTECH TACOMA, WA 98402 III �—I — I I ( I • •' •� '•• • _ ) NON -WOVEN GEOTEXTILE INFORMATION CALL 1- 888 - 892 -2694 PHONE: (253) 573 0040 FAX:(253) 573-0142 I www.soundenginc.com N sound @soundenginc.co m • ` • -III= rI! I T 1 T 1 i, =l I -1 3/4 - 2 INCH WASHED, CRUSHED, llI i , ; ,I T I- =I I -I I, •I STORMTECH SC-740 INSPECTION PORT I ANGULAR STONE* =III- 5 PROJECT: NOT TO SCALE CREEK ROAD GEOTECHNICAL SC -740 CHAMBER MIXED USE ENGINEER IS A. FOR UNPAVED INSTALLATION RESPONSIBLE FOR SC -740 ENDCAP WHERE RUTTING MAY OCCUR, CLIENT: ENSURING THE INCREASE COVER TO 24 INCHES SUITABILITY OF AASHTO M288 CLASS 2 SUBGRADE SOILS* NON -WOVEN GEOTEXTILE * SEE STORMTECH'S DESIGN MANUAL YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH FOR STORMTECH TACOMA,WA 98402 INFORMATION CALL 1- 888 -892 -2694 TEL: (253) 428-0800 FAX: (253) 428 -8172 EMAIL: STORMTECH SC -?40 CHAMBER INLET/OUTLET PROJECT ENGINEER: JEREMY HAUG 4 NOT TO SCALE E -MAIL: JHAUG @SOUNDENGINC.COM 25` MAX I STORMTECH SC=740 CHAMBER END CAP NOT TO SCALE DRAWN: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE:NTS DATE: 07.30.08 PROJECT #: 07118 SHEET NAME: STORMTECH CHAMBER SYSTEM NOTES AND DETAILS C24 SHEET 24 OF 32 1S7 , -; '4I'i IAL AUG 0 5 20OF cp 3 in w MI W Ate_ 1 C9 z a Of i 00 r r O O N i H U w O Gi I E c� Lo I Go 0 O N O Q NON -WOVEN GEOTEXTILE `-SC -740 CHAMBER SC -740 END CAP 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 STORMTECH CHAMBER SYSTEM NOTES AND DETAILS PAVEMENT PAVEMENT SUB -BASE COMPACTED FILL PER STORMTECH'S TABLE OF ACCEPTABLE FILL MATERIALS* AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE 3�4 - 2 INCH WASHED, CRUSHED, ANGULAR STONE BACKFILL* 3/ - 2 INCH WASHED, CRUSHED, ANGULAR STONE BENEATH AND AROUND CHAMBER BED* SEE NOTE BELOW. FOR STORMTECH INFORMATION CALL 1- 888 -892 -2694 STORMTECH SC=740 CHAMBER PLAN VIEW NOT TO SCALE 3/4 - 2 INCH WASHED SHED ANGULAR STONE. DF FOUNDATION STONE TO BE DETERMINED BY DESIGN ENGINEER* — DESIGN ENGINEER IS RESPONSIBLE FOR ENSUR114G THE SUITIBILITY OF SUBGRADE SOILS* GRANULAR WELL GRADED SOIL /AGGREGATE MIXTURES, <35% FINES. COMPACT IN 6 INCH LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WWW.STORMTECH.COM. •.r;; +�"a,.Ti,;, �'.• ^: "FOR UNPAVED INSTALLATIONS �18i�'�•�j6ii WHERERUTTING FROM G7 ..77 VEHICLES MAY OCCUR, INCREASE COVER TO 24" �';''•�'••�' M IN. MAX: llifvilil llsill AASHTO M288 CLASS 2 ® NON -WOVEN GE ❑TEXTILE SC -740 CHAMBER AND ENDPLATE * SEE STORMTECH'S DESIGN MANUAL STORMTECH SC-740 CHAMBER VENT NOT TO SCALE •. r P. a.4 .l• ' �4• 1 d'• ' 4.. A. d• . _.. ;d _ '• 't c . �� u AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE ALL AROUND ANGULAR STONE 96" MAX. 18 11 MIN. 6" MIN. DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER* *SEE SECTION 4 OF THE STORMTECH DESIGN MANUAL 5 STORMTECH SC440 ACCEPTABLE FILL MATERIALS NOT TO SCALE COVER ENTIRE ROW WITH AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE SC- 740 - - -8' WIDE STRIP SC- 310 - - -5' WIDE STRIP INSPECTION PORT BY DESIGN ENGINEER 51 URM I I=(;H 16ULA 1 URTM RUVV WOVEN GEOTEXTILE THAT MEETS AASHTO M288 CLASS 1 REQUIREMENTS BETWEEN FOUNDATION STONE AND CHAMBERS SC- 740-- -5' -6' WIDE STRIP SC- 310 - - -4' WIDE STRIP FOR STORMTECH INFORMATION CALL 1- 888 - 892 -2694 STORMTECH ISOLATOR ROW PLAN VIEW NOT TO SCALE M m zs• HM or LW FMN 30"M cma" STORMTECH ISOLATOR ROW PROFILE VIEW NOT TO SCALE SPECIFICATIONS 2.8 THE CHAMBER SHALL HAVE TWO ORIFICE ',E DESIGNED TO CONTROL STORMWATER EQUALIZATION OF AIR PRESSURE BETWEEI kCE RETENTION SYSTEM, STORMTECH CHAMBERS TIVE INFILTRATION OF WATER INTO THE SOIL. TION SYSTEM, STORMTECH CHAMBERS DETAIN -RED FLOW OF WATER TO AN OUTFALL. NJECTION MOLDED OF POLYPROPYLENE RESIN ANT TO ENVIRONMENTAL STRESS CRACKING ADEQUATE STIFFNESS THROUGH HIGHER ED DURING INSTALLATION AND SERVICE. )IMENSIONS OF THE STORMTECH SC -740 SHALL 0 INCHES WIDE AND 90.7 INCHES LONG. THE 3IONS OF THE STORMTECH SC -310 SHALL BE JCHES WIDE AND 90.7 INCHES LONG. THE JOINED CHAMBER SHALL BE 85.4 INCHES. E A CONTINUOUSLY CURVED SECTION PROFILE. )PEN— BOTTOMED. )RPORATE AN OVERLAPPING CORRUGATION ".HAMBER ROWS OF ALMOST ANY LENGTH TO APPING CORRUGATION JOINT SYSTEM SHALL BE A CHAMBER TO BE TRIMMED TO SHORTEN ITS 2.9 THE CHAMBER SHALL HAVE BOTH OF ITS UNIMPEDED HYDRAULIC FLOWS AND VISUA ENTIRE LENGTH. 2.10THE CHAMBER SHALL HAVE 14 CORRUGA- 2.11 THE CHAMBER SHALL HAVE A CIRCULAR, THE TOP OF THE CHAMBER FOR AN OPTI OR CLEAN —OUT. 2.12THE CHAMBER SHALL BE ANALYZED AND METHODS FOR THERMOPLASTIC CULVERTS DESIGN SPECIFICATIONS, 2ND EDITION, IN( THROUGH 2001. DESIGN LIVE LOAD SHAT DESIGN SHALL CONSIDER EARTH AND LIVE THE MINIMUM TO MAXIMUM SPECIFIED DEF 2.13THE CHAMBER SHALL BE MANUFACTURED FACILITY. 3.0 END CAP PARAMETERS 3.1 THE END CAP SHALL BE INJECTION MOLD BE INHERENTLY RESISTANT TO ENVIRONME TO MAINTAIN ADEQUATE STIFFNESS THR01 EXPERIENCED DURING INSTALLATION AND z W 0 W z� F- z m Z W � o z 0 z Lu 0 0 z sEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 N PAX:(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: STORMTECH CHAMBER SYSTEM NOTES AND DETAILS SHEET 25 OF 32 x y y qq C{ ,9196 ,f'vr v � i { : , 4 ,. ,. - ' ".. • sa . ,.{. �'�r�. J"' . *, � „, 1 -� 1 1�..,. { A� ; t y ,, ",ry'! FILL MATERIAL FROM 18" ANY SOIL /ROCK MATERIALS, NATIVE N/A N/A PREPARE PER ENGINEER'S PLANS. PAVED TO GRADE ABOVE CHAMBERS SOILS OR PER ENGINEER'S PLANS. INSTALLATIONS MAY HAVE STRINGENT MATERIAL CHECK PLANS FOR PAVEMENT AND PREPARATION REQUIREMENTS. SUBGRADE REQUIREMENTS. © FILL MATERIAL FOR 6” TO 18" GRANULAR WELL - GRADED 3, 357, 4, 467, A -1 COMPACT IN 6" LIFTS TO A MINIMUM 95% ELEVATION ABOVE CHAMBERS SOIL /AGGREGATE MIXTURES, 5, 56, 57, 6, A -2 STANDARD PROCTOR DENSITY. ROLLER GROSS (24" FOR UNPAVED INSTALLATIONS) <35% FINES. 67, 68, 7, 78, A -3 VEHICLE WEIGHT NOT TO EXCEED 12,000 LBS. 8, 89, 9, 10 DYI4AMIC FORCE NOT TO EXCEED 20,000 LBS. © EMBEDMENT STONE SURROUNDING WASHED ANGULAR STONE WITH THE 3, 357, 4, 467, 5, N/A NO COMPACTION REQUIRED AND TO A 6" ELEVATION ABOVE MAJORITY OF PARTICLES BETWEEN 56,57 CHAMBERS 3/4 - 2 INCH FOUNDATION STONE BELOW WASHED ANGULAR STONE WITH THE 3, 357, 4, 467, N/A CONTACT STORMTECH CHAMBERS MAJORITY OF PARTICLES BETWEEN 5, 56, 57 % - 2 INCH •. r P. a.4 .l• ' �4• 1 d'• ' 4.. A. d• . _.. ;d _ '• 't c . �� u AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE ALL AROUND ANGULAR STONE 96" MAX. 18 11 MIN. 6" MIN. DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER* *SEE SECTION 4 OF THE STORMTECH DESIGN MANUAL 5 STORMTECH SC440 ACCEPTABLE FILL MATERIALS NOT TO SCALE COVER ENTIRE ROW WITH AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE SC- 740 - - -8' WIDE STRIP SC- 310 - - -5' WIDE STRIP INSPECTION PORT BY DESIGN ENGINEER 51 URM I I=(;H 16ULA 1 URTM RUVV WOVEN GEOTEXTILE THAT MEETS AASHTO M288 CLASS 1 REQUIREMENTS BETWEEN FOUNDATION STONE AND CHAMBERS SC- 740-- -5' -6' WIDE STRIP SC- 310 - - -4' WIDE STRIP FOR STORMTECH INFORMATION CALL 1- 888 - 892 -2694 STORMTECH ISOLATOR ROW PLAN VIEW NOT TO SCALE M m zs• HM or LW FMN 30"M cma" STORMTECH ISOLATOR ROW PROFILE VIEW NOT TO SCALE SPECIFICATIONS 2.8 THE CHAMBER SHALL HAVE TWO ORIFICE ',E DESIGNED TO CONTROL STORMWATER EQUALIZATION OF AIR PRESSURE BETWEEI kCE RETENTION SYSTEM, STORMTECH CHAMBERS TIVE INFILTRATION OF WATER INTO THE SOIL. TION SYSTEM, STORMTECH CHAMBERS DETAIN -RED FLOW OF WATER TO AN OUTFALL. NJECTION MOLDED OF POLYPROPYLENE RESIN ANT TO ENVIRONMENTAL STRESS CRACKING ADEQUATE STIFFNESS THROUGH HIGHER ED DURING INSTALLATION AND SERVICE. )IMENSIONS OF THE STORMTECH SC -740 SHALL 0 INCHES WIDE AND 90.7 INCHES LONG. THE 3IONS OF THE STORMTECH SC -310 SHALL BE JCHES WIDE AND 90.7 INCHES LONG. THE JOINED CHAMBER SHALL BE 85.4 INCHES. E A CONTINUOUSLY CURVED SECTION PROFILE. )PEN— BOTTOMED. )RPORATE AN OVERLAPPING CORRUGATION ".HAMBER ROWS OF ALMOST ANY LENGTH TO APPING CORRUGATION JOINT SYSTEM SHALL BE A CHAMBER TO BE TRIMMED TO SHORTEN ITS 2.9 THE CHAMBER SHALL HAVE BOTH OF ITS UNIMPEDED HYDRAULIC FLOWS AND VISUA ENTIRE LENGTH. 2.10THE CHAMBER SHALL HAVE 14 CORRUGA- 2.11 THE CHAMBER SHALL HAVE A CIRCULAR, THE TOP OF THE CHAMBER FOR AN OPTI OR CLEAN —OUT. 2.12THE CHAMBER SHALL BE ANALYZED AND METHODS FOR THERMOPLASTIC CULVERTS DESIGN SPECIFICATIONS, 2ND EDITION, IN( THROUGH 2001. DESIGN LIVE LOAD SHAT DESIGN SHALL CONSIDER EARTH AND LIVE THE MINIMUM TO MAXIMUM SPECIFIED DEF 2.13THE CHAMBER SHALL BE MANUFACTURED FACILITY. 3.0 END CAP PARAMETERS 3.1 THE END CAP SHALL BE INJECTION MOLD BE INHERENTLY RESISTANT TO ENVIRONME TO MAINTAIN ADEQUATE STIFFNESS THR01 EXPERIENCED DURING INSTALLATION AND z W 0 W z� F- z m Z W � o z 0 z Lu 0 0 z sEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 N PAX:(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: STORMTECH CHAMBER SYSTEM NOTES AND DETAILS SHEET 25 OF 32 3 -v J w v 010 h V) 0 Z Q W 00 r 0 0 O H 0 w 0 0! a_ (A I E v r to I 00 0 0 N O J 0 co U_ rn O N v a W co 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 A L FLOW —y INLET PIPE (SEE NOTE 1) ALTERNATE LOCATION (TYP —I I (SEE NOTE 1) INSPECTION AND MAINTENANCE ACCESS FRAME AND COVER (TYP OF 2) (SEE NOTE 6) STEP (H) PLAN (ACCESS FRAME AND COVERS OMITTED FOR CLARITY) ENERGY DISSIPATOR GRADE RING (TYP OF 2) A = _OW j OUTLET PIPE ,SEE NOTE 1) OVERFLOW I 5' -3" MIN (SEE NOTE 5) GENERAL NOTES 1. INLET AND OUTLET PIPING SHALL BE SPECIFIED BY SITE CIVIL ENGINEER (SEE PLANS) AND PROVIDED BY CONTRACTOR. STORMFILTER IS PROVIDED WITH OPENINGS AT INLET AND OUTLET LOCATIONS. 2. IF THE PEAK FLOW RATE, AS DETERMINED BY THE SITE CIVIL ENGINEER, EXCEEDS THE PEAK HYDRAULIC CAPACITY OF THE PRODUCT, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. PLEASE CONTACT CONTECH STORMWATER SOLUTIONS FOR OPTIONS. 3. THE FILTER CARTRIDGE(S) ARE SIPHON - ACTUATED AND SELF - CLEANING. THE STANDARD DETAIL DRAWING SHOWS THE MAXIMUM NUMBER OF CARTRIDGES. THE ACTUAL NUMBER SHALL BE SPECIFIED BY THE SITE CIVIL ENGINEER ON SITE PLANS OR IN DATA TABLE BELOW. PRECAST STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 AND C858. 4. SEE STORMFILTER DESIGN TABLE FOR REQUIRED HYDRAULIC DROP. FOR SHALLOW, LOW DROP OR SPECIAL DESIGN CONSTRAINTS, CONTACT CONTECH STORMWATER SOLUTIONS FOR DESIGN OPTIONS. 5. ALL WATER QUALITY PRODUCTS REQUIRE PERIODIC MAINTENANCE AS OUTLINED IN THE O &M GUIDELINES. PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. 6. STRUCTURE AND ACCESS COVERS TO MEET AASHTO H -20 LOAD RATING. 7. THE STRUCTURE THICKNESSES SHOWN ARE FOR REPRESENTATIONAL PURPOSES AND VARY REGIONALLY. 8. ANY BACKFILL DEPTH, SUB -BASE, AND OR ANTI- FLOTATION PROVISIONS ARE SITE - SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY SITE CIVIL ENGINEER. 9. STANDARD CARTRIDGE HEIGHT IS 27" (SHOWN). CARTRIDGE HEIGHT AND ASSOCIATED DESIGN PARAMETERS PER STORMFILTER DESIGN TABLE. 10. STORMFILTER BY CONTECH STORMWATER SOLUTIONS: (800) 925 -5240. SITE SPECIFIC DATA REQUIREMENTS STRUCTUREID WATER QUALITY FLOW RATE cfs STORMFILTER DESIGN TABLE PEAK FLOW RATE cfs STORMWATER RETURN PERIOD OF PEAK FLOW rs) The Stor mwater Management SOLUTIONS. 30 St0 rm FI IteC� • THE 8'x 16' STORMFILTER TREATMENT CAPACITY VARIES BY NUMBER OF FILTER CARTRIDGES INSTALLED AND BY REGION SPECIFIC INTERNAL FLOW CONTROLS. CONVEYANCE CAPACITY IS RATED AT 1.8 CFS. • THE STANDARD CONFIGURATION IS SHOWN. ACTUAL CONFIGURATION OF THE SPECIFIED STRUCTURE(S) PER CIVIL ENGINEER WILL BE SHOWN ON SUBMITTAL DRAWING(S). • ALL PARTS PROVIDED AND INTERNAL ASSEMBLY BY CONTECH STORMWATER SOLUTIONS UNLESS OTHERWISE NO -!'ED. CARTRIDGE HEIGHT 27" 18" '12" SYSTEM HYDRAULIC DROP (H - REQ'D. MIN. 3.05' 2.3' '.8' TREATMENT BY MEDIA SURFACE AREA 2 gpm /ft2 1 1 gpm /ft2 2 gpm /ft2 1 1 gpm /ft2 2 gpm /ft2 1 gpm /ft2 CARTRIDGE FLOW RATE WPM) 22.5 1 11.25 15 1 7.5 10 5 A L FLOW —y INLET PIPE (SEE NOTE 1) ALTERNATE LOCATION (TYP —I I (SEE NOTE 1) INSPECTION AND MAINTENANCE ACCESS FRAME AND COVER (TYP OF 2) (SEE NOTE 6) STEP (H) PLAN (ACCESS FRAME AND COVERS OMITTED FOR CLARITY) ENERGY DISSIPATOR GRADE RING (TYP OF 2) A = _OW j OUTLET PIPE ,SEE NOTE 1) OVERFLOW I 5' -3" MIN (SEE NOTE 5) GENERAL NOTES 1. INLET AND OUTLET PIPING SHALL BE SPECIFIED BY SITE CIVIL ENGINEER (SEE PLANS) AND PROVIDED BY CONTRACTOR. STORMFILTER IS PROVIDED WITH OPENINGS AT INLET AND OUTLET LOCATIONS. 2. IF THE PEAK FLOW RATE, AS DETERMINED BY THE SITE CIVIL ENGINEER, EXCEEDS THE PEAK HYDRAULIC CAPACITY OF THE PRODUCT, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. PLEASE CONTACT CONTECH STORMWATER SOLUTIONS FOR OPTIONS. 3. THE FILTER CARTRIDGE(S) ARE SIPHON - ACTUATED AND SELF - CLEANING. THE STANDARD DETAIL DRAWING SHOWS THE MAXIMUM NUMBER OF CARTRIDGES. THE ACTUAL NUMBER SHALL BE SPECIFIED BY THE SITE CIVIL ENGINEER ON SITE PLANS OR IN DATA TABLE BELOW. PRECAST STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 AND C858. 4. SEE STORMFILTER DESIGN TABLE FOR REQUIRED HYDRAULIC DROP. FOR SHALLOW, LOW DROP OR SPECIAL DESIGN CONSTRAINTS, CONTACT CONTECH STORMWATER SOLUTIONS FOR DESIGN OPTIONS. 5. ALL WATER QUALITY PRODUCTS REQUIRE PERIODIC MAINTENANCE AS OUTLINED IN THE O &M GUIDELINES. PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. 6. STRUCTURE AND ACCESS COVERS TO MEET AASHTO H -20 LOAD RATING. 7. THE STRUCTURE THICKNESSES SHOWN ARE FOR REPRESENTATIONAL PURPOSES AND VARY REGIONALLY. 8. ANY BACKFILL DEPTH, SUB -BASE, AND OR ANTI- FLOTATION PROVISIONS ARE SITE - SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY SITE CIVIL ENGINEER. 9. STANDARD CARTRIDGE HEIGHT IS 27" (SHOWN). CARTRIDGE HEIGHT AND ASSOCIATED DESIGN PARAMETERS PER STORMFILTER DESIGN TABLE. 10. STORMFILTER BY CONTECH STORMWATER SOLUTIONS: (800) 925 -5240. SITE SPECIFIC DATA REQUIREMENTS STRUCTUREID WATER QUALITY FLOW RATE cfs 1.46 PEAK FLOW RATE cfs 2.28 RETURN PERIOD OF PEAK FLOW rs) 2 -YR # OF CARTRIDGES REQUIRED 30 CARTRIDGE FLOW RATE 22.5 MEDIA TYPE (CSF, PERLITE, ZPG ZPG PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 341.25 ADS 12" INLET PIPE #2 OUTLET PIPE 338.2 ADS 12" UPSTREAM RIM ELEVATION CENTER RIM ELEVATION DOWNSTREAM RIM ELEVATION ANTI - FLOTATION BALLAST NOTES /SPECIAL REQUIREMENTS: * PER SITE CIVIL ENGINEER L.. FRAME AND COVER (DIAMETER VARIES. SEE SUBMITTAL DRAWINGS) STORMFILTER HFC UNDERDRAIN OUTLET CARTRIDGE MANIFOLD SUMP AEI %uTCAV THE STORMWATER MANAGEMENT STORMFILTER® (SEE NOTES 3,9) ■ r� i =7 STORMWATER 8'x 16' STORMFILTER SECTION A - A SOLUTIONS_, STANDARD DETAIL contechstormwater.com This drawing and /or electronic file shall not be modified without the approval of CONTECH Stormwater Solutions. This product may be protected by one or more of the following US patents: 5,322,629; 5,624,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048; related foreign patents, or other patents pending. CONTECH 8' X 16' STORMFILTER NOT TO SCALE z w 0 W LU 0 C� z z O Ln 2 z m z W 0 w a 0 x Z a z 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 - 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 QUALITY NOTES AND DETAILS C26 SHEET 26 OF 32 15 [ Sbb i' i i ik AU G 0 -5 20,08 rn 3 Q F- W 0 010 0 0 z Q o: 00 n n 0 0 H U w 0 X cii E . 0 I 00 O O 04 O rn Q SERVICE SADDLE 30" I ROMAC 2025 OR 2% SLOPE TO BOX 48" TO CENTER OF BOX CUR13 p. CHECK VALVE 14 GAUGE INSULATED D ! BALL VALVE a o v A COPPER a . TONING WIRE 4 a Q METER WRAPPED 1 1/2" - B11 -666 REST AROUND THE 2" - BII -777 PIPE (SEE 1 1/2" - " - C86 66 B GENERAL 12" NOTES N0. FORD PACK JOINT - C86 - 77 7) CORPORATIO STO f TYPE B 1 a I - PLASTIC LINE (USE 200 BY -PASS VALVE PSI PHILLIPS DRISCO PIPE W /LOCKABLE CAP 5100 POLYETHYLENE PIPE) FORD BALL VALVE -- WITH PACK JOINT & FEMALE 1 1/2 " -2" MALE 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 �s 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. N0. 4. ALL 1 1/2" AND 2" SADDLES WILL BE 2" TAPS WITH BRASS 2" NIPPLE AND PUBLIC WORKS DIRECTOR DATE 3 2" RESILENT WEDGE GATE VALVE AND 910 "' HOUSING AND SDR -21 PVC PIPE HOUSING DES. rN_ . CKD. DATE ES JEG TP I 4/2007 1 )�N /2' TO 2' METER SERVICE 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" I 3' a. T 2. -'b b SIDE FRONT VALVE MARKER POST dq 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) 4" DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CONCRETE NOTE: 39 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) i\ A. /� 2' o CITY OF YELM, WASHINGTON CEMENT CONCRETE DEPT. OF PUBLIC WORKS CLASS 3000 �' b VALVE MARKER POST & HYDRANT BOLLARD DETAIL APPR V" DWG. N0. HYDRANT BOLLARD k(-- PUBLIC WORKS DIRECTOR DATE 6-12 DES. DWN. CKD. DATE ES JEG TP 4/2007 VALVE MARKER POST A HYDRANT RALLARO 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 SIZE A B WATER MAIN INSTALLATION GENERAL NOTES WATER MAIN view operating nut m Ix APPROVED METER BOX I--- 1 1/2" 13 1/4" 15" LID - 1730 DI READER LID BOX - BCF 1730 X 12 BASE Paint Hydrant Weather shield MIN. o OR APPROVED EQUAL Sun Yellow High 2" 17 1/4" 15" MUNICIPAL CONSTRUCTION. Z Sonnet TP 2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK a I 2 1/ z "Hose connection COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE o: with threads I HYDRANT OFFSET ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF a1 1 _ .. 4 /2" Steamer connection METER BOX -- -•- 1 1/2 " -2" POLYETHYLENE LINE BAL� L VALVE 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: 411 c^� °� 1 1/2 " -2" MALE ! 17" i--A tADAPTER 18 -24" 1 I 2" RESILENT BALL VALVE •J/ (CURB STOP) PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION WEDGE ---- -- Ground M !', GATE VALVE CHECK VALVE SERVICE SADDLE 30" I ROMAC 2025 OR 2% SLOPE TO BOX 48" TO CENTER OF BOX CUR13 p. CHECK VALVE 14 GAUGE INSULATED D ! BALL VALVE a o v A COPPER a . TONING WIRE 4 a Q METER WRAPPED 1 1/2" - B11 -666 REST AROUND THE 2" - BII -777 PIPE (SEE 1 1/2" - " - C86 66 B GENERAL 12" NOTES N0. FORD PACK JOINT - C86 - 77 7) CORPORATIO STO f TYPE B 1 a I - PLASTIC LINE (USE 200 BY -PASS VALVE PSI PHILLIPS DRISCO PIPE W /LOCKABLE CAP 5100 POLYETHYLENE PIPE) FORD BALL VALVE -- WITH PACK JOINT & FEMALE 1 1/2 " -2" MALE 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 �s 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. N0. 4. ALL 1 1/2" AND 2" SADDLES WILL BE 2" TAPS WITH BRASS 2" NIPPLE AND PUBLIC WORKS DIRECTOR DATE 3 2" RESILENT WEDGE GATE VALVE AND 910 "' HOUSING AND SDR -21 PVC PIPE HOUSING DES. rN_ . CKD. DATE ES JEG TP I 4/2007 1 )�N /2' TO 2' METER SERVICE 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" I 3' a. T 2. -'b b SIDE FRONT VALVE MARKER POST dq 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) 4" DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CONCRETE NOTE: 39 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) i\ A. /� 2' o CITY OF YELM, WASHINGTON CEMENT CONCRETE DEPT. OF PUBLIC WORKS CLASS 3000 �' b VALVE MARKER POST & HYDRANT BOLLARD DETAIL APPR V" DWG. N0. HYDRANT BOLLARD k(-- PUBLIC WORKS DIRECTOR DATE 6-12 DES. DWN. CKD. DATE ES JEG TP 4/2007 VALVE MARKER POST A HYDRANT RALLARO 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 -.-DEPT. OF PUBLIC WORKS WATER MAIN INSTALLATION GENERAL NOTES WATER MAIN view operating nut m Ix APPROViH I--- Limits of payment I- 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE Paint Hydrant Weather shield MIN. o MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND Sun Yellow High and Hyoront Lock W < MUNICIPAL CONSTRUCTION. Grade Enamel # 13312 Sonnet TP 2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK 2 1/ z "Hose connection COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE with threads I HYDRANT OFFSET ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF 1 _ .. 4 /2" Steamer connection YELM. _ with��NST threads & S Storz adapter See vol,te box and 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: 411 c^� °� Style S--37 w /SC cap " valve stem detail - 6-11 18 -24" 1 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 ---- -- Ground RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION `._-- �,,�,, 9- 30.1(5)8. To suit depth Standpipe POLYVINYL CHLORIDE (PVC) PIPE (4 -12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, P 3' Minimum -'-- 6" Flanged fire CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OR 13, AND MEET THE REQUIREMENTS hydrant tef; OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. Each P pe Joint 6" #1106 EBAA Iron, POLYVINYL CHLORIDE (PVC) PIPE (14 -20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL g Inc. Megalug 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 6" Class 52 ductile iron r REQUIREMENT'S OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2(1). SIX -INCH FIRE HYDRANT pipe cut to length SPOOLS SHALL BE CLASS 52. 6" gate valve, FL X MJ --- - -- See note below 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDS Varies I SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES 4 "x8 %16" concrete block SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE Hydrant shoe OPERATED BY CITY EMPLOYEES ONLY. Backfill to top of drain ring housing 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVK. bolts with 2 washed rack as shown Plastic barrier between HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6' x 6' sheet of 11 mil. plastic or con- thrust block and tee Concrete thrust :)lock Notes tock struction fabric, covering 2" washed rack 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED 1. Hydrants shall be located in cast -in -place aijainst SPECIFICATION (NOTE 1). accordance with Section 6. fitting only In addition, a minimum three ee foot 7, ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" radius unobstructed working area shall UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE be provided around all hydrants. OR BACKING MARKED WATER 2 -INCH WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL 2. Hydrants shall be Dresser M & H CITY OF YELM, WASHINGTON DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, Reliant style '929, Clow Medallion or DEPT. OF PUBLIC WORKS INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE 'UP' SINGLE CONDUCTOR OR American AVK Series 2780 or Mue ler Centurion 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 3. Gate valves shall be resilient wedge FIRE HYDRANT EQUAL ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE NRS with 0 -ring seals. Valve ends shall WATER MAIN. be Mechanical joint by ANSI flanges. Valves shall conform to AWWA 509 -80. APPROVFD DWG NO Valves shall be Mueller M &H, Kennedy, k --- ---- -- G 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. Clow R/W or Waterous Series 50 6 0. PUBLIC WORKS DIRECTOR DATE 6-7 4. Fire Hydrant lock payment is required 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY ENGINEERING OR SURVEYING FIRM city will order and install. DES. DWN. CKD. DATE CAPABLE OF PERFORMING SUCH WORK TOP I IVIEW I SIDE VIEW TEE TEE WITH PLUG 'y 45° - 90" VERTICAL BEND ES JEG TP 4/2007 FIRE HYDRANT 10 NCHS RVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "w" X 2 NOT TO SCALE 11. CALL UNDERGROUND LOCATE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. -'"�- 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE 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 TOP i VIEW PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. TOP ikIEW WYE 14. AFTER COMPLETION OF ALL ITEMS SHOW ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, i I 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. \�\;'� R 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS /�, X./>,/j� � I \� SHALL BE ONSITE DURING CONSTRUCTION. SIDE rlEw SIDE VIEW �� ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER AND THE CITY OF C R 0S S GATE VALVE H () R 12 . BEND YELM PRIOR TO ANY IMPLEMENTATIONS IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. .. . 71 ��r. \�1111 L I CROSS WITH PLUG v 4 I ,.. I CROSS WITH PLUGS PLUG OR CAP CITY OF YELM, WASHINGTON NOTES: DEPT. OF PUBLIC WORKS 1. CONCRETE THRUST BLOCKING TO BE STANDARD POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PL4CED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. APPROVEO DWG. NO. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM --I� '` - DIAMETER. PUBLIC WORKS DIRECTOR DATE 6- 3 DES. OWN. CKD. DATE ES JEG TP 4/2007 (-A STANCIARD BLOCKING DETAIL NOT TO SCALE 2-1/2" FIRE DFPSRTUr?JT LITERS PRINKLER" r 40 ED STEEL " X e" JCK ,0 GALVANIZED PED WITH Ic FIRE DEPARTMENT CONNECTION NOT TO SCALE YEL11 DETAIL 6-4.4 RESTORATION DEPTH VARIES, TRENCH BACKFILL SEE NOTE 1, 2, 3 &5 TRACE TAPE 12" TO 18" UNDER THE FINAL GRADE. TRACER WORE (SEE GENERAL WATER NOTES NO. 7) i 6" MIN. BEDDING MA TERIAL SEE NOTE 4 UNDISTURBED SOIL NOTES: I. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED AT CONNECTION POINTS, 2, NATIVE BACKFILL SHALL CONSIS F 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 ATJD SHAPE THAT IT WILL COMPACT READILY COMPACT. 3. 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 OR OTHER C11Y APPROVED EQUAL. NO SUE35JUTIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5. WHffiE NATIVE MATERIALS HAVE BEEN DEE&fED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE: PIPE TYPE BEING SPECIFIED. CITY OF YELM, WASHINGTON -.-DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPROViH DWG, N0. 6-15 PUBLIC WORKS DIRECTOR _ DATE DES. DWN. CKD. UA TE ES JEG TP 4/2007 TYPICAL WATER MAIN TRENCH & BEDDING NOT TO SCALE 0 z U-i cc z i z o Z v CJ Ce Z d LU 0 0 z =1SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - PAX:(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 C27 SHEET 27 OF 32 1Sf JU i II I L AUG 0 5 2008 3 W I 00 in 0 z a0 n O O i 0 W 0 6i E ao to I 00 O O N 0 rn Q z ce aWI 31 SIZE A B 1 1/2" 13 1/4" 15" 2" 17 114" 15" METER BOX - -� 1 1/2"-2" POLYETHYLENE LINE - 1 1/2"-2" MALE 1 ADAPTER 2" RETICENT BALL VALVE WEDGE (CURB STOP) GATE VALVE APPROVED METER BOX LID - 1730 DI READER LID BOX - BCF 1730 X 12 BASE OR APPROVED EQUAL BALL VALVE - A --JT" CHECK VALVE 17" W� B 12" eFORD PLASTIC LINE (USE 200 BY -PASS VALVE SI PHILLIPS DRISCO PIPE W /LOCKABLE CAP 100 POLYETHYLENE PIPE) BALL VALVE WITH PACK JOINT 1, FEMALE 1 1/2 "--2" MALE I.P. THREADS NIPPLE SERVICE SADDLE CITY OF YELM, WASHINGTON 1. STAN ESS STEEL INSERTS REQUIRED FOR ALL DEPT. OF PUBLIC WORKS PACK JOINTS, 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1 /2 TO Z 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 -1SD17 OR EQUAL APPRO ri DWG. NO. 4. ALL 1 1/2" AND 2" SADDLES WILL BE .. 2" TAPS WITH BRASS 2" NIPPLE AND PUBLIC WORKS DIRECTOR GATE 6-3 2" RESILIENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING DES. DWN. CKD. OATE ES JEG TP 4/2007 11/21 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 30 4" DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CONCRETE y 4„ 3' A. 2' 1' SIDE FRONT VALVE MARKER POST 4" DID. (6" DID. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) -7 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) 4. 2 CITY OF YELM, WASHINGTON p CEMENT CONCRETE DEPT. OF PUBLIC WORKS CLASS 3000 ° b VALVE MARKER POST & 1' HYDRANT BOLLARD DETAIL APP V DWG. N0. HYDRANT BOLLARD kk-, _ PUBLIC WORKS DIRECTOR DATE 6-12 DES. DWN. T KD DATE ES JEC TP 14/2007 VALVE MARKER POST & HYDRANT BOLLARD NOT TO SCALE Paint Hydrant Sun Yellow High Grade Enamel # 13312 -\ (�4" To suit trench depth 811 i CREEK ROAD MIXED U E 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 WATER MAIN INSTALLATION GENERAL NOTES Top view operating nut a 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE I--- Limits of payment MIN. o MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND �ItI Weather shield W MUNICIPAL CONSTRUCTION. and Hydrant Lock Bonnet 2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK 2 1/2 "Hose connection -�- COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE with threads I HYDRANT OFFSET ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF _ 4 1/z" Steamer connection with NST threads See valve box and 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: & 5" Storz adapter valve stem detail - Style 5--37 w /SC cap 6 -11 " POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1120, OR 18 -24" I PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION Ground RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)B. -- Standpipe POLYVINYL CHLORIDE (PVC) PIPE (4 -12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, 3' Minimum 6" Flanged fire CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OR 13, AND MEET THE REQUIREMENTS hydrant tee OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. Each P pe Joint n6" POLYVINYL CHLORIDE PVC PIPE 14-20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL #1 Inc. Megalug � ( THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. ilk 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 6" Class 52 ductile iron REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2(1). SIX -INCH FIRE HYDRANT pipe cut to length SPOOLS SHALL BE CLASS 52. 6" gate valve, FL X MJ See note below 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDS • Varies SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES 4 "x8 "x 16" concrete block SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE Hydrant shoe OPERATED BY CITY EMPLOYEES ONLY. Backfill to top of drain ring housing 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVK. bolts with 2" washed ruck as shown Plastic barrier between HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6' x 6' sheet of 11 mil. plastic or can- Notes struction fabric, covering 2" washed rack Concrete thrust olock 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED 1. Hydrants shall be located in cast -in -place a,)ainst SPECIFICATION (NOTE 1). accordance with Section 6.060. fitting only minimum three foot In addition, o 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" radius unobstructed working area shall UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE be provided around all hydrants. OR BACKING MARKED WATER 2 -INCH WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL 2. Hydrants shall be Dresser M & H CITY OF YELM, WASHINGTON DETECTOR. TAPE SHALL BE TERRA TAPE "D' OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, Reliant style 929, Clow Medallion or DEPT. OF PUBLIC WORKS INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UP" SINGLE CONDUCTOR OR American AVK Series 2780 or Mueller EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. ALL WIRE Centurion CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KT, MANUFACTURED BY 3 -M OR APPROVED 3. Gate valves shall be resilient wedge FIRE H YDR,gN T EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE NRS with O-ring seals. Valve ends shall WATER MAIN. be Mechanical joint by ANSI flanges. Valves shall Conform to AWWA 509 -80. APP ROV DWG. NO. 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. Valves shall be Mueller M &H, Kennedy, 1:t Clow R/W or Waterous Series 500. PUBLIC WORKS DIRECTOR PATE 6-7 4. Fire Hydrant Lock payment is required DES. DWN. CKD. DATE 9. CAPABLE OF PERFORMING SUCH WORK 9. GRADES AND ALIGNMENT BY ENGINEERING OR SURVEYING FIRM city will order and install. ES JEG TP 4/2007 �- SERVICE SADDLE O \ y/ J 30" ROMAC 2025 OR » 2% SLOPE TO BOX_ I i � 48" TO CENTER _ OF BOX I �\ ���\' p � ;l \�; : \� ; �� � � ✓, Vii. ; , SIDE VIEW CURB CHECK VALVE 14 GAUGE BALL VAL' INSULATED c v A COPPER � a :. TONING WIRE Q D ? : METER WRAPPED 1 1/2" - B11 -666 REST AROUND THE 2" - 811 -777 PIPE (SEE 1 1/2" - C86 661_ GENERAL 2" - _ C86 77 NOTES NO. 7) FORD PACK JOINT LEI, CORPORATIO STO TYPE AB 111191k 17" W� B 12" eFORD PLASTIC LINE (USE 200 BY -PASS VALVE SI PHILLIPS DRISCO PIPE W /LOCKABLE CAP 100 POLYETHYLENE PIPE) BALL VALVE WITH PACK JOINT 1, FEMALE 1 1/2 "--2" MALE I.P. THREADS NIPPLE SERVICE SADDLE CITY OF YELM, WASHINGTON 1. STAN ESS STEEL INSERTS REQUIRED FOR ALL DEPT. OF PUBLIC WORKS PACK JOINTS, 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 1 /2 TO Z 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 -1SD17 OR EQUAL APPRO ri DWG. NO. 4. ALL 1 1/2" AND 2" SADDLES WILL BE .. 2" TAPS WITH BRASS 2" NIPPLE AND PUBLIC WORKS DIRECTOR GATE 6-3 2" RESILIENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING DES. DWN. CKD. OATE ES JEG TP 4/2007 11/21 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 30 4" DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CONCRETE y 4„ 3' A. 2' 1' SIDE FRONT VALVE MARKER POST 4" DID. (6" DID. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) -7 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) 4. 2 CITY OF YELM, WASHINGTON p CEMENT CONCRETE DEPT. OF PUBLIC WORKS CLASS 3000 ° b VALVE MARKER POST & 1' HYDRANT BOLLARD DETAIL APP V DWG. N0. HYDRANT BOLLARD kk-, _ PUBLIC WORKS DIRECTOR DATE 6-12 DES. DWN. T KD DATE ES JEC TP 14/2007 VALVE MARKER POST & HYDRANT BOLLARD NOT TO SCALE Paint Hydrant Sun Yellow High Grade Enamel # 13312 -\ (�4" To suit trench depth 811 i CREEK ROAD MIXED U E 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 WATER MAIN INSTALLATION GENERAL NOTES Top view operating nut a 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE I--- Limits of payment MIN. o MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND �ItI Weather shield W MUNICIPAL CONSTRUCTION. and Hydrant Lock Bonnet 2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK 2 1/2 "Hose connection -�- COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE with threads I HYDRANT OFFSET ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF _ 4 1/z" Steamer connection with NST threads See valve box and 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: & 5" Storz adapter valve stem detail - Style 5--37 w /SC cap 6 -11 " POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1120, OR 18 -24" I PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION Ground RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)B. -- Standpipe POLYVINYL CHLORIDE (PVC) PIPE (4 -12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, 3' Minimum 6" Flanged fire CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OR 13, AND MEET THE REQUIREMENTS hydrant tee OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. Each P pe Joint n6" POLYVINYL CHLORIDE PVC PIPE 14-20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL #1 Inc. Megalug � ( THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. ilk 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 6" Class 52 ductile iron REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2(1). SIX -INCH FIRE HYDRANT pipe cut to length SPOOLS SHALL BE CLASS 52. 6" gate valve, FL X MJ See note below 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDS • Varies SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES 4 "x8 "x 16" concrete block SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE Hydrant shoe OPERATED BY CITY EMPLOYEES ONLY. Backfill to top of drain ring housing 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVK. bolts with 2" washed ruck as shown Plastic barrier between HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6' x 6' sheet of 11 mil. plastic or can- Notes struction fabric, covering 2" washed rack Concrete thrust olock 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED 1. Hydrants shall be located in cast -in -place a,)ainst SPECIFICATION (NOTE 1). accordance with Section 6.060. fitting only minimum three foot In addition, o 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" radius unobstructed working area shall UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE be provided around all hydrants. OR BACKING MARKED WATER 2 -INCH WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL 2. Hydrants shall be Dresser M & H CITY OF YELM, WASHINGTON DETECTOR. TAPE SHALL BE TERRA TAPE "D' OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, Reliant style 929, Clow Medallion or DEPT. OF PUBLIC WORKS INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UP" SINGLE CONDUCTOR OR American AVK Series 2780 or Mueller EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. ALL WIRE Centurion CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KT, MANUFACTURED BY 3 -M OR APPROVED 3. Gate valves shall be resilient wedge FIRE H YDR,gN T EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE NRS with O-ring seals. Valve ends shall WATER MAIN. be Mechanical joint by ANSI flanges. Valves shall Conform to AWWA 509 -80. APP ROV DWG. NO. 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. Valves shall be Mueller M &H, Kennedy, 1:t Clow R/W or Waterous Series 500. PUBLIC WORKS DIRECTOR PATE 6-7 4. Fire Hydrant Lock payment is required DES. DWN. CKD. DATE 9. CAPABLE OF PERFORMING SUCH WORK 9. GRADES AND ALIGNMENT BY ENGINEERING OR SURVEYING FIRM city will order and install. ES JEG TP 4/2007 TEE TEE WITH PLUG i .,.: 1 45° - 90° VERTICAL BEND FIRE HYDRANT 10 NCHS RVICE LINE LOCA11ONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" X 2 NOT TO SCALE 11. CALL UNDERGROUND LOCATE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE 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 1 „ i�� •�� / \�,�\ PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE TOP i VIEW PRIOR TO CONNEC11ON TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. TOP VIEW 7 i WYE 14. AFTER COMPLETION OF ALL ITEMS SHOW ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, i 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 SATISFAC11ON OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND �� , `��%��. • I /\f,, I ':;;'.� \\�� PROVISION OF WATER SERVICE. �� ..� ....,..,�\,� i *� '� 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS `�,,��,;�/j,,�i,\� �� I \� SHALL BE ONSITE DURING CONSTRUCTION. SIDE VIEW SIDE VIEW \ \" ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPERS ENGINEER AND THE CITY OF CROSS GATE VALVE H O R I Z . BEND YELM PRIOR TO ANY IMPLEMENTATIONS IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. Q _ I �f CROSS WITH PLUG r ��4 � � � � r I • a I CROSS WITH PLUGS PLUG OR CAP CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS NOTES: 1. CONCRETE THRUST BLOCKING 7•0 BE STANDARD POURED AGAINST UNDISTURBEE EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS Sc FITTINGS. APPROVEZ owc. No. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM I` - 6-13 DIAMETER. PUBLIC WORKS DIRECTOR DATE DES. r WN. CKD. DATE ES JEG TP 4/2007 4 STANDARD BLOCKI NOT TO SCALE 7 -1 19" riOC MCVADTUrur L I TERS 'RINKLER" 40 ED STEEL " X 8» )CK 10 GALVANIZED PED WITH ric FIRE DEPARTMENT CONNECTION NOT TO SCALE YEW DETAIL 6 -4.4 RESTORATION DEPTH VARIES. TRENCH BACKFILL SEE NOTE 1, 2, 3 & 5 BEDDING MA TERIAL SEE NOTE 4 NOTES: TRACE TAPE 12" TO 16" UNDER THE FINAL GRADE. TRACER WIRE (SEE GENERAL_ WATER NOTES NO. 7) 6" MIN, 6" MIN. UNDISTURBED SOL I. 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 MArERIAE.. 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. 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 6- INCHES. 4. PIPE BEDDING MATERIAL SHALL 8E SAND OR OTHER CITY APPROVED EQUAL. NO SUBSTUDONS W,LL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5. INHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECJFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO DWG, NO. PUBLIC WORKS DIRECTOR DATE 6 - 15 DES. DWN, CKD. DATE ES JEG TP 4/2007 TYPICAL WATER MAIN TRENCH & BEDDING NOT TO SCALE z W 0 W P-4 i:ull Ce zLU a �U; cc z Z" w Lnz o O Z a LU 0 r z_ 0 Z EXPIRES =1SEI1 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 C27 SHEET 27 OF 32 1�'i cif AUG Q 5 20� . O \ y/ TOP VIEW i �\ ���\' � ;l \�; : \� ; �� � � ✓, Vii. ; , SIDE VIEW TEE TEE WITH PLUG i .,.: 1 45° - 90° VERTICAL BEND FIRE HYDRANT 10 NCHS RVICE LINE LOCA11ONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" X 2 NOT TO SCALE 11. CALL UNDERGROUND LOCATE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE 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 1 „ i�� •�� / \�,�\ PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE TOP i VIEW PRIOR TO CONNEC11ON TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. TOP VIEW 7 i WYE 14. AFTER COMPLETION OF ALL ITEMS SHOW ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, i 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 SATISFAC11ON OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND �� , `��%��. • I /\f,, I ':;;'.� \\�� PROVISION OF WATER SERVICE. �� ..� ....,..,�\,� i *� '� 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS `�,,��,;�/j,,�i,\� �� I \� SHALL BE ONSITE DURING CONSTRUCTION. SIDE VIEW SIDE VIEW \ \" ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPERS ENGINEER AND THE CITY OF CROSS GATE VALVE H O R I Z . BEND YELM PRIOR TO ANY IMPLEMENTATIONS IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. Q _ I �f CROSS WITH PLUG r ��4 � � � � r I • a I CROSS WITH PLUGS PLUG OR CAP CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS NOTES: 1. CONCRETE THRUST BLOCKING 7•0 BE STANDARD POURED AGAINST UNDISTURBEE EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS Sc FITTINGS. APPROVEZ owc. No. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM I` - 6-13 DIAMETER. PUBLIC WORKS DIRECTOR DATE DES. r WN. CKD. DATE ES JEG TP 4/2007 4 STANDARD BLOCKI NOT TO SCALE 7 -1 19" riOC MCVADTUrur L I TERS 'RINKLER" 40 ED STEEL " X 8» )CK 10 GALVANIZED PED WITH ric FIRE DEPARTMENT CONNECTION NOT TO SCALE YEW DETAIL 6 -4.4 RESTORATION DEPTH VARIES. TRENCH BACKFILL SEE NOTE 1, 2, 3 & 5 BEDDING MA TERIAL SEE NOTE 4 NOTES: TRACE TAPE 12" TO 16" UNDER THE FINAL GRADE. TRACER WIRE (SEE GENERAL_ WATER NOTES NO. 7) 6" MIN, 6" MIN. UNDISTURBED SOL I. 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 MArERIAE.. 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. 3. NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 6- INCHES. 4. PIPE BEDDING MATERIAL SHALL 8E SAND OR OTHER CITY APPROVED EQUAL. NO SUBSTUDONS W,LL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5. INHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECJFIED. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL WATER MAIN TRENCH & BEDDING APPRO DWG, NO. PUBLIC WORKS DIRECTOR DATE 6 - 15 DES. DWN, CKD. DATE ES JEG TP 4/2007 TYPICAL WATER MAIN TRENCH & BEDDING NOT TO SCALE z W 0 W P-4 i:ull Ce zLU a �U; cc z Z" w Lnz o O Z a LU 0 r z_ 0 Z EXPIRES =1SEI1 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 C27 SHEET 27 OF 32 1�'i cif AUG Q 5 20� rn 3 vi J H w cl CIO r In 0 z Q 00 n O O H U W O Q: 6i i E 0 00 I O O N �t O rn Q LIVE TAP 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 & S.T.E.P. SEWER NOTES AND DETAILS NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST -CONCRETE BLOCK AND BACKFILL ARE POURED. THRUST BLOCK (TYP) 2, MJ CUT IN TEES SHALL NOT BE PERMITTED, 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. GROUND - /-GATE VALVE FLxMJ TAPPING VALVE I TEE FL x MJ STAINLESS STEEL TAPPING SLEEVE VALVE AND SLEEVE SHALL BE 1/3 DIAMETER SUPPORTED AND BACKFILLED AS OF PIPE SHOWN BELOW- RIGHT. .. CONTROLLED DENSITY BACKFILL /I- — 2' •. POURED WIDTH OF TRENCH ' SOLID BRICK SUPPORT CONCRETE THRUST BU MEGA LUG RING SEAL WITH MASTIC AND MORTAR DOUBLE STRAP SADDLE FLOW , FROM MAIW_ 2" GATE VALVE Q , WITH 2' OPEN NUT 2" B.D.A SEE 6 -4.1 B -10 CONCRETE METER//O' 12' BOX WITH METAL LID R/W LINE FOR DUAL SERVICE 12" R/W LINE vAlve eox -D I A 111 FLO. COUPLING- - ADAPTOR, TYP. p.i.P7 FLOw_ RECAST MEGA LUG , RING I 12" MIN. I N 2 SEAL WITH MASTIC A DETAIL �► 6 -4.2 9L-00 L&DDER UP MORTAR GATE '"- MIN. 5/8' WATER METER, �- 1• , CH CK L+ ._ Z VALVE AT MAIN YODEL CONNECTION TO EXISTING MAIN NOT TO SCALE PER MM 6 -10 MEGA LUG RING SEAL WrrH MASTIC AND MORTAR —) BLDG FOR t BUILDI EAL WITH SERVIIv- PLAN VIEW IC AND MORTAR MOW TO FIRE DEPT, CONNECTION REMOVEABLE DOORS, SEE DETAIL # 6 -4,2 FINISHED GRADE RECAST CONCRETE LID FLANGE COUPLING ADAPTOR 05 -Y NO. 1 I 12" MIN. I N 2 FLANGE COUPLING ADAPTOR 05 -Y SEE DETAIL �► 6 -4.2 9L-00 L&DDER UP GATE '"- MIN. 5/8' WATER METER, CHECK CH CK GATE 6 MIN, �E� —3/4" (bCVA) YODEL SEE NOTE 7, 6-4.3 LADDER SEE CITY STD 12" MIN, SUMP, SEE NOTE 9 FLANGE COUPLING -�- 12" MIN, ADAPTER PRECAST CONCRETE VAULT SEE DETAIL � 1�*��l 6 -4.2 2" V. ADJUS�I4BLE STEEL 12' MIN I PIPE SUPPORTS, SEE NOTE 8 30' MAX, , BLDG FOR t BUILDI EAL WITH SERVIIv- PLAN VIEW IC AND MORTAR MOW TO FIRE DEPT, CONNECTION REMOVEABLE DOORS, SEE DETAIL # 6 -4,2 FINISHED GRADE MEGA LUG MASTIC AND MORTAR 12" MIN, 1 1/2` �HE�3 ROCK OOR TO SLOPE SUMP, SEE NOTE 1 TO DRAIN CITY STD- x{303.2 SECTION OUTSIDE PAVED AREA TRACER WIRE - SEAL WITH AR400OW ACP D� CSTC BALLAST--/ 0.5' CONCRETE CL 3000 INSIDE: PAVED ROADWAY RECESSED HANDLE TYPE COVER INLAND FOUNDRY #248 0" 6 3/4 VALVE BOX WITH .a - , 6. 8 3 4 "WATER" CAST IN LID OR OFCO 910 SECTION V) > o > a- Z ui = in U z M w 0: NOTE: ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE' STEM EXTENSION LEGEND (D VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT. U 3/ 16" Thk X 5 1 /5" DIA STEEL GUIDE PLATE WELDED TO RISER SHAFT. 2 "X2 "X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NU1'. LENGTH AS REQUIRED. 6„ C X Lo 3 r. a _ 0 FINISHED GRADE �10" OR 18" 6" SDR 21 PVC PIPE CONFORMING TQ ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. 1 /4" -VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED (LENGTH VARIES) TRENCH BOTTOM GATE VALVE SHOWN— SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES, CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS STANDARD VALVE BOX APPROV DWG. NO. NOTE:- ALL WELDS TO SHAFT SHALL. BE 1 /4" PUBLIC WORKS DIRECTOR DATE 6 - 1 1 FILLET WELD ALL AROUND. DES. DWN. CKD, DATE ES JEG TP 4/2007 NOTES FOR: DOUELE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) INSTALLATION 1. INSTALLATION OF THE APPROVED BACKFLOW ASSEMBLY SHALL BE IN ACCORDANCE WITH THE "ACCEPTED PROCEDURE AND PRACTICE IN CROSS — CONNECTION CONTROL" MANUAL, OF THE CROSS — CONNECTION CONTROL COMMITTEE, PACIFIC N.W. SECTION OF THE A.W.W.A., MAY 1990, 5TH EDITION MANUAL OR CURRENT ADDITION. 2. BACKFLOW ASSEMBLY MUST BE SELECTED FROM WASHINGTON STATE DEPARTMENT OF HEALTH LIST C'F BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE, LATEST EDITION, 3, UPON INSTALLAIION OF THE APPROVED BACKFLOW ASSEMBLY, (AND YEARLY THEREAFTER), THE ASSEMBLY SHALL BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER, WHO SHALL PROMPTLY FOR�NARD THE TEST RESULTS TO: THE CITY OF YELM, WATER DEPARTMENT, PRIOR TO OCCUPANCY. 4. DOUBLE DETECTOR CHECK VALVE ASSEMBLY OS & Y GATE VALVES SHALL HAVE SUPERVISED TAMPER SWITCHES, S. ALL ELECTRICAL SHALL BE INSPECTED BY BY A WASHINGTON STATE ELECTRICAL INSPECTOR. 6. DDCVA MUST BE PURCHASED AS A UNIT, NO MODIFICATICNS TO ASSEMBLY ARE ALLOWED, 7. WATER METER SHALL BE A ROCKWELL SR -2 /CF OR AN APPROVED EQUAL, READING IN CUE -IC FEET, 8. PIPE SUPPORTS SHALL BE RUST — PROTECTED WITH ALUMIIJUM PAINT. 9. THE FIRE DEPARTMENT CONNECTION SHALL BE LOCATED WITHIN 15 FEET OF A FIRE HYDRANT E3UT NOT LESS THAN 10 FEET, 10. WHEN DDCVA IS LOCATED WITHIN A BUILDING. THE BALL DRIP SHALL DRAIN TO THE NEAREST APPROVED CATCH BASIN. 11, A 2" BLOWOFF ASSEMBLY IS REQUIRED WHEN THE DOUBLE DETECTOR CHECK VALVE ASSEMBLY IS LOCATED FURTHER THAN 18' FROM THE LOCPED WATER LINE SUPPLY. STANDARD VALVE BOX NOT TO SCALE NA TI VE OR BACKFILL A� DIRECTED 8) ENGINEER. BEDDING MATERIAL FOR FLEXIBLE PIPE (SECTION 9 -03.16 WSDOT 1994 STANDARD SPECIFICATIONS) FIBERGLASS TANK BEDDING NOT TO SCALE PER YELL 7 -16 VALVE BOX, RICH NO. 910 OR EQUAL W/ COVER MARKING TO READ "SEWER" 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 UNDISTURBED SOIL NOTE: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. 1/2° CLR. w 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 TYPICAL SEWER MAIN LINE GATE VALVE NOT TO SCALE PER YELM 7 -21 ail cle zLU F-- z w o EXPIRES S 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: WATER SYSTEM AND S.T.E.P. SEWER NOTES AND DETAILS DOUBLE DETECTOR CHECK VALVE NOT TO SCALE PER YELM 6-4 do 6-4.3 SHEET 28 OF 32 RECAST CONCRETE LID VAUL do MiN, SEE DETAIL �► 6 -4.2 9L-00 L&DDER UP F, sir PasT YODEL LADDER SEE CITY STD NO. 303 -2 FLANGE COUPLING ADAPTER 2" V. ADJUS�I4BLE STEEL 12' MIN I PIPE SUPPORTS, SEE NOTE 8 30' MAX, MEGA LUG MASTIC AND MORTAR 12" MIN, 1 1/2` �HE�3 ROCK OOR TO SLOPE SUMP, SEE NOTE 1 TO DRAIN CITY STD- x{303.2 SECTION OUTSIDE PAVED AREA TRACER WIRE - SEAL WITH AR400OW ACP D� CSTC BALLAST--/ 0.5' CONCRETE CL 3000 INSIDE: PAVED ROADWAY RECESSED HANDLE TYPE COVER INLAND FOUNDRY #248 0" 6 3/4 VALVE BOX WITH .a - , 6. 8 3 4 "WATER" CAST IN LID OR OFCO 910 SECTION V) > o > a- Z ui = in U z M w 0: NOTE: ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE' STEM EXTENSION LEGEND (D VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT. U 3/ 16" Thk X 5 1 /5" DIA STEEL GUIDE PLATE WELDED TO RISER SHAFT. 2 "X2 "X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NU1'. LENGTH AS REQUIRED. 6„ C X Lo 3 r. a _ 0 FINISHED GRADE �10" OR 18" 6" SDR 21 PVC PIPE CONFORMING TQ ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. 1 /4" -VALVE STEM RISER REQUIRED WHEN MAX. 36" IS EXCEEDED (LENGTH VARIES) TRENCH BOTTOM GATE VALVE SHOWN— SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES, CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS STANDARD VALVE BOX APPROV DWG. NO. NOTE:- ALL WELDS TO SHAFT SHALL. BE 1 /4" PUBLIC WORKS DIRECTOR DATE 6 - 1 1 FILLET WELD ALL AROUND. DES. DWN. CKD, DATE ES JEG TP 4/2007 NOTES FOR: DOUELE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) INSTALLATION 1. INSTALLATION OF THE APPROVED BACKFLOW ASSEMBLY SHALL BE IN ACCORDANCE WITH THE "ACCEPTED PROCEDURE AND PRACTICE IN CROSS — CONNECTION CONTROL" MANUAL, OF THE CROSS — CONNECTION CONTROL COMMITTEE, PACIFIC N.W. SECTION OF THE A.W.W.A., MAY 1990, 5TH EDITION MANUAL OR CURRENT ADDITION. 2. BACKFLOW ASSEMBLY MUST BE SELECTED FROM WASHINGTON STATE DEPARTMENT OF HEALTH LIST C'F BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE, LATEST EDITION, 3, UPON INSTALLAIION OF THE APPROVED BACKFLOW ASSEMBLY, (AND YEARLY THEREAFTER), THE ASSEMBLY SHALL BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER, WHO SHALL PROMPTLY FOR�NARD THE TEST RESULTS TO: THE CITY OF YELM, WATER DEPARTMENT, PRIOR TO OCCUPANCY. 4. DOUBLE DETECTOR CHECK VALVE ASSEMBLY OS & Y GATE VALVES SHALL HAVE SUPERVISED TAMPER SWITCHES, S. ALL ELECTRICAL SHALL BE INSPECTED BY BY A WASHINGTON STATE ELECTRICAL INSPECTOR. 6. DDCVA MUST BE PURCHASED AS A UNIT, NO MODIFICATICNS TO ASSEMBLY ARE ALLOWED, 7. WATER METER SHALL BE A ROCKWELL SR -2 /CF OR AN APPROVED EQUAL, READING IN CUE -IC FEET, 8. PIPE SUPPORTS SHALL BE RUST — PROTECTED WITH ALUMIIJUM PAINT. 9. THE FIRE DEPARTMENT CONNECTION SHALL BE LOCATED WITHIN 15 FEET OF A FIRE HYDRANT E3UT NOT LESS THAN 10 FEET, 10. WHEN DDCVA IS LOCATED WITHIN A BUILDING. THE BALL DRIP SHALL DRAIN TO THE NEAREST APPROVED CATCH BASIN. 11, A 2" BLOWOFF ASSEMBLY IS REQUIRED WHEN THE DOUBLE DETECTOR CHECK VALVE ASSEMBLY IS LOCATED FURTHER THAN 18' FROM THE LOCPED WATER LINE SUPPLY. STANDARD VALVE BOX NOT TO SCALE NA TI VE OR BACKFILL A� DIRECTED 8) ENGINEER. BEDDING MATERIAL FOR FLEXIBLE PIPE (SECTION 9 -03.16 WSDOT 1994 STANDARD SPECIFICATIONS) FIBERGLASS TANK BEDDING NOT TO SCALE PER YELL 7 -16 VALVE BOX, RICH NO. 910 OR EQUAL W/ COVER MARKING TO READ "SEWER" 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 UNDISTURBED SOIL NOTE: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. 1/2° CLR. w 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 TYPICAL SEWER MAIN LINE GATE VALVE NOT TO SCALE PER YELM 7 -21 ail cle zLU F-- z w o EXPIRES S 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: WATER SYSTEM AND S.T.E.P. SEWER NOTES AND DETAILS DOUBLE DETECTOR CHECK VALVE NOT TO SCALE PER YELM 6-4 do 6-4.3 SHEET 28 OF 32 rn 3 J_ F— w v I 00 0 in U z 0! 0 / 00 n r` 0 0 N U W O w cri I 0 rn Lo O 0 N 0 rn 7' -1 NOTES: ® HOLD DOWN STRAP CLIP ► 4 HOLD DOWN STRAP LOCATION 0 TYPE "13" LIFE LUG — SD TYPE "13" LIFT LUG — HD 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 ® 0 OPTIONAL 12 "x 12 "x 12' DEADMAN SHELL CODES: 1— E8SO6SD, 1— E8SECSD SWT G -6 (8') -4000 h "'s�112003 I FIBERGLASS STEP TANK m 4000 GALLON NOT TO SCALE SHELL CODES: 2— E8SO-7SD ® 0 7' -8 I.D. 7' -11" O.D. I 1 2 3 4 5 6 7 8 9 10 11 12 11 1/8" ---� I 6 -1/2" -10 1/4" TYR -- 3' -3 3/8" 6' -10 1/2- 4' -7 1/4" 6' -10 1/2"— 3' -3 -- 24'-11" OPTIONAL 12 "x 12 "x 12' DEADMAN OPTIONAL 12 "x 12 "x 12' DEADMAN NOTES: SWT G -6 (8') -8000 8/1'2003 ® HOLD DOWN STRAP CUP DRAWN fff. ► 4 HOLD DOWN STRAP LOCATION K.A.SOEDER 0 TYPE "13" LIFT LUG — SD �� CAPAW. REVm: TYPE "13" LIFT LUG — HD iCON11'AINMENT 796 WOGtR: W1W DWG NC Ilk R: SOLUTIONS 2450 88SWG6 FIBERGLASS STEP TANK - 8000 GALLON NOT TO SCALE SHELL CODES: 1— E8S10SD, 1— E8SECSD ® Q I 7' -8" I.D. 7' -11 " O.D. I I I 1 2 3 4 5 6 7 8 9 TYR --3'-6 1/4"- 12' -4 1/2" 3' -6 1/4"- -- 19' -5" OPTIONAL 12 "x 12 'x 18' DEADMAN NOTES: SWT G -6 (8') -6000 8/1/2003 ® HOLD DOWN STRAP CLIP DRAWN BY: ► 4 HOLD DOWN STRAP LOCATION K.A.SOEDER 0 TYPE "13" LIFT LUG — SD 401#* raWAM. 'EMED' 1 TYPE "13" LIFT LUG — HD irCONTAINMENT 5'897 WEX;Hr: DRY ET DWG NUMBER: SOLUTIONS 2050 86SWG6 FIBERGLASSS TEP TANK - 6000 GALLON 3 NOT TO SCALE SHELL CODES: 2— EXS10SD 0 NOTES: ® HOLD DOWN STRAP CUP ► 4 HOLD DOWN STRAP LOCATION 0 TYPE "13" UFT LUG — SD TYPE "13" LIFT LUG — HD OPTIONAL 18"x 8 "x 18' DEADMAN OPTIONAL 18 "x 85x 18' DEADMAN SWT D -6 (10') -20000 1 8/1/2003 DRAWN BY: K.A.SOEDER CAPAM: REVISED: roZONTAINMENT 19 951 WEIGHL• DRY DWC NUMBER Ilk SOLUTIONS 6100 1020SWD6 FIBERGLASS STEP TANK - 20,000 GALLON 4 1 NOT TO SCALE z W 0 U z� m Ln I% z o O 2 cn t-.4 z Cl w Q 0 ce I 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: 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 C29 SHEET 29 OF 32 SI Ilih AUG 0 5 2008 rn 3 -v �i J I— w 0 00 n in cD z a X 0 00 i 0 0 U w 0 a_ I E CL 0 0 I 00 0 0 N 0 rn Effluent Pumping System Inspectior Riser and or near surface), Tank Adal (cast or Inlet Tee (Dj!TO SCALE MP DETAIL 11 OF 21 Effluent Sewer Service Connection Patents j 4,439,323 do 5,492,635 For6gn Potence Pending ® 2002, am= Syeteme, Inc. 14 Go. Insulated — Copper Toning Wire Service Lateral C 2002, Orenco Systems, Inc. Property Line Tee or Saddle or Tap Access Riser Road Surface 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 SEWER MAIN INSTALLATION GENERAL NOTES PVC Splice Box with Cord Grips Fiberglass Gasketed Lid with Stainless Steel Bolts PVC Riser with Grommet(s) (bonded to tank adapter with recommended adhesive) Discharge Assembly Flexible Hose Effluent Discharge Tank Adapter (cast or bolted) Level Control Float Assembly Check Valve (optional) Filter Cartridge Vault Inlet Ports Orenco Effluent Pump Drain Valve Biotube® Pump Vault Effluent Sewer Main Check Valve Supplied as an Ball Valve Assembled Unit All service line connections shall be solvent welded. The only acceptable solvents and cements are those that are recommended by the pipe manufacturer. All service laterals from the effluent sewer main to the property line shall be pressure tested prior to any backfilling. 2 PUMP DETAIL 12 OF 21 NOT TO SCALE c C Urenco Systems® Incorporated 8'4 AIRWAY AVENUE SIITHERUN, OREGON 9;479 -9012 TOLL FREE: (1100) 348 -9843 TELEPHONE: (541) 459 -4449 FACSIMILE - (541) 459 -2884 NDW —TD -01 Rev. 2.0 (10/02) G� @9 Urenco Systems® Incorporated 8'14 AIRWAY AVENUE SU THERLIN, OREGON 97479 -9012 TIIEPHONE: (541) 459 -4449 FACSIMILE: (541) 459 -2884 NDW —TD -19 Rev. 1.0 (9/97) 1. ALI. WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT CONY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WaDOT /APWA). 2. ALI. 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 13RECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. TH17 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 UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8. ALI. 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 "SE:WER" 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 TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D: OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALI_ BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON — BIODEGRADABLE, METAL CORE BACKING MARKED "POWER ". TAPE SHALL BE FURNISHED BY CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. USE 1" UNION TO CONNECT TESTING — APARATUS FOR PRESSURE TESTING SERVI 18" MIN RISER HEIGHT TYPICAL WITH ALL NON- TRAFFIC BEARING TANKS LEAVE SUFFICIENT - WIRE TO ALLOW FOR PUMP REMOVAL ELECTRICAL SPLICE BOX WITH CORD GRIPS ALL CONNECTIONS SHALL BE MADE WITH HEAT SHRINK BUTT CONNECTORS 21 OR 24" PVC SLOPE GROUND AWAY FROM RISER- - RISER W /LID 14 GAUGE OF 10'° FROM TOP OF RISER TO LC INSULATED OF ELECTRICAL CONDUIT TONING WIRE INSTALL IN 3/4" EY CONDUIT SEA RISER oo � ELECTRICAL CONDUIT TO- POWER SOURCE F, STANDARD INLET TEE N � 0a LEVEL)Z3.5" 3.5" ALARM REDUNDANT OFF 4"o 1 Z ORIFICE 5 MI N FFLE THE MATERIAL FOR DUPLEX, TRIPLEX, AND CLASS 1 DIVISION 1 INSTALLATIONS WILL VARY. THE CONTRACTOR SHALL MEET THE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE TYPICAL STEP INSTALLATION. FIBERGLASS LID WITH STAINLESS STEEL AND NEOPRENE GASKET 1" DIA.PVC HOSE AND VALVE ASSEMBLY ORIENT BALL VALVE AS SHOWN. BALL VALVE SHALL BE WITH 12" BELOW LID 30" CIA. RIBBED PVC WI RISER TH NEOPRENE GROMMETS -TONING WIRE - INSTALL IN RISER EFFLUENT DISCHARGE SCHARGE 2 -PART EPDXY, USE ORENCO RISER TANK ADAPTOR FOR CONCRETE TANKS 1" PVC FLOAT ASSEMBLY AS SET BY CITY OF YELM 1 -1/4" CIA. INLET HOLES AROUND PERIMETER OF VAULT 4" DIA. PVC FLOW INDUCER PVC BIOTU8E SUBMERSIBLE EFFLUENT ORENCO TURBINE 10 GPM P.10 0511 OSI PUMP WITH S.O. POWER CABLE AND 1/8" BY -PASS ORIFICE IN THE DISCHARGE HEAD ALL STEP TANKS SHALL BE H--20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2407. 3 CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL SIMPLEX STEP TANK INSTALLATION APP M. NO. kjv -6 .. PUBLIC WORKS DIRECTOR DATE DES, DWN. CKD. DATE JY JEG TP 4/2007 TYPICAL SIMPLEX STEP TANK INSTALLATION 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE 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. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: a) TANK INSTALLATION, I.E.; BEDDING AND LOCATION b) TANK INFILTRATION, EXFILTRATION 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. RESTORATION SURFACE SEE RESTORATION TABLE ABOVE 8" ITYP. SEE RESTORATION TABLE FINISH GRADE- ��i�S►�i�i�i���i` • r i � r{ r r •r r •r r. • / i cfl PIPE Q.D. W PIPE O.D. RESTORATION TABLE 1 SURFACE THICKNESS THICKNESS BACKFILL/ COMMENTS/ TYPE REQMNTS. OTHER REQUIREMENTS CRUSHED 4" CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 95% SMOOTH & CONSISTANT WITH EXISTING A.C. PAVEMENT 3" MIN, GRADE B A.C. PAVING SELECT BACKFILL FINISH ROADWAY TO CONFORM TO ALL EXISTING OVER 4" CRUSHED OVER GRAVEL BASE SURFACE TOP COURSE COMPACT TO 95% GRADES CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS COMPACT TO 95% TEXTURE, AND GRADE. HYDROSEED/ PLANTINGS NATIVE BACKFILL FINISH GRADE SHALL BE LAWN /LANDSCAPE OVER 4" MIN. TYPE A SMOOTH do CONSISTANT TOP SOIL COMPACT TO 8594 WITH EXISTING GRADE NATIVE BACKFILL MC�JND BACKFILL UNIMPROVED SUFACE N/A COMPACT TO 859 Z" ABOVE EXISTING GRADE 8c SMOOTH CSBC = CRUSHED SURFACE BASE COURSE CSTC = CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APPROVED DWG. NO- PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD, DATE JY JEO TP 4/2007 TYPICAL PIPE TRENCH NOT TO SCALE Z w 0 w 1-" z � a � m Ln z W L z o 0 rn z a LU 0 a Z d HOI� 0� Wa f��� ;c s O �s SIONAL V EXPIRES 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 - 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 I DRAWN: V SISSECK BY I 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 C30 SHEET 30 OF 32 10' 10' �T_� , 30' CENTER LINE & LANE LINE 30' 10' 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 YELLOW N CENTER LINE, WHITEN LANE LINE NO —PASS LINE & TWO WAY LEFT TURN CENTER LINE SEE CONTRACT FOR LENGTH ,J YELLOW OR WHITE N SEE NOTE 2 DOUBLE CENTER LINE & DOUBLE LANE LINE 1. Dotted Extension Line shall be the same color as the line it is extending. DIMENSION 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. 140' The distance between the lines of the Double Lane Line shall be 4 ". 130' 4' Wide Lane Line shall be white. 80' 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 rn 3 -o J Q H w 0 I 00 O z a o! 0 00 n n O 0 r 0 w 0 o! I E a O O cV 00 0 O N d- O D� Q STOPPING POINT FOR LEFT TURN LANE n Q 0 U) CO O 0 a, O TWO -WAY LEFT -TURN CENTER LINE I -- 4" OR 12" N SEE NOTE 3 YELLOW N DBL. CTR. LINE, - WHITEN DBL. LANE LINE SEE CONTRACT FOR LENGTH OF STORAGE LANE 50' J �I 10' TYP.) 100' YELLOW >ti 100' 500' MAX. WHITE EDGE LINE TWO -WAY LEFT -TURN T CENTER LINE WIDE LANE LINE DOUBLE CENTER LINE (YELLOW) (NARROW PATTERN) TAPER F WHITE EDGE LINE NO PASS LINE (WHEN REQUIRED) Vo DOUBLE CENTER LINE (YELLOW) _j �- CENTER LINE (NARROW PATTERN) io LEFT TURN CHANNELIZATION NOT TO SCALE A PORTION OF WSDOT SID PLAN M- .x.40 -00 0 I cV SYMBOL & SANE I 1' - 10" I I� MARKING AREA 17.44 SQ.FT. 6" , — 01 TYPE 1 TRAFFIC ARROW 00 I 00 20' TO o'< 0 OU) Z 0 O �r.IP 10' TYP.) SYMBOL & I ANE NOTE Use the dimensions shown on this plan for each type Traffic Arrow being placed on roadways with a posted speed limit of 45 mph or higher. 1 1 - LLLII JL V /'l / \IJ TYPE 2L (LEFT) TRAFFIC ARROW 3 SYMBOL MARKINGS 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 ==42' Typical Lane Width. See Contract for specified lane widths. Type 2L Traffic Arrow TYPE 2R (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 2L TRAFFIC ARROW z w 0 W 6n ne z � z Ln Ln F-- 2-1 LU z g O cn �C z a LL, 0 Z U OF lfd�r��t, A rA�.� SEC x��' �SSIONAL�� EXPIRES S E I 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 C31 SHEET 31 OF 32 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' 40' SYMBOL & I ANE NOTE Use the dimensions shown on this plan for each type Traffic Arrow being placed on roadways with a posted speed limit of 45 mph or higher. 1 1 - LLLII JL V /'l / \IJ TYPE 2L (LEFT) TRAFFIC ARROW 3 SYMBOL MARKINGS 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 ==42' Typical Lane Width. See Contract for specified lane widths. Type 2L Traffic Arrow TYPE 2R (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 2L TRAFFIC ARROW z w 0 W 6n ne z � z Ln Ln F-- 2-1 LU z g O cn �C z a LL, 0 Z U OF lfd�r��t, A rA�.� SEC x��' �SSIONAL�� EXPIRES S E I 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 C31 SHEET 31 OF 32 FOUND 3" SURFACE BRASSIE IN CONC., MONUMENT NO. GPS2 -\ NORTHWEST CORNER SEC. 29 12/5/06 ---� C NOM OM CONTINUM ST STORM CATCH BASIN RIM = 347.96 I.E. = 345.48, 8 "PVC (E) CREEK ROAD A. PORTION OF THE NORTHWEST 011JARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE PARCEL 'B' STORM CATCH BASIN ully ur ,I'Ej..�, TON CO ,WASHINGTON. THE BONNEVILLE POWER ADMINISTRATION \ (RAISED LID) GRAPHIC SCALE HAS AN EASEMENT WHICH AFFECTS RIM = 348.20 so 0 2s so goo zoo 2 EAST, W-A, PARCEL B PER A.F.N. 558345 AND HAS I.E. = 34.7.19, TOP INLET + + ` R IN V 111 1: BEEN SHOWN HEREON PER R.O.S. 3595810. a I.E. = 345.96, 8 "PVC (S) J 4 ' ���'+ �`� �+� -:�JJ �J =.� r II V TELEPHONE AND TELEGRAPH 40 -- J � �- '� j-3 3 CHAIN " 97 IN F'FET , \ THE PACIFIC ((( UNK FENCE �4 2.5' COMPANY HAS AN EASEMENT WHICH 40 00' b -"- �- ° ° ° ° S 8823 49 E ° , _ ° s ° ° -1( 6.86 PLAT) 1 inch = 60 ft ___ 17 976.67 CALC. AFFECTS PARCEL 'B' PER A.F.N. 583742 1AVEL Dkl-W ` - X X - ° AND HAS BEEN SHOWN HEREON PER R.O.S. + LLLLLLLLLLL LLLL X - -_ X- X X LLLLLLLLLLLLLLLL � • X X '"' �` \ 1 .LLLLLLLLLLLLLLLL (� \ X X X X X\ X X 11.8' 3595810. I , -� ` LLLLLLLLLLLLL \ BARBED WIRE FENCE x x -x LLLLLLLLLLLLL W THE CITY OF YELM HAS AN EASEMENT ®�� WHICH AFFECTS PARCEL B PER A.F.N. \ X I 3054303 AND HAS BEEN SHOWN HEREON. I Aso DEBRIS O ®�� C I,j \ UW PUGET SOUND ENERGY HAS AN EASEMENT r \ OLD FOUNDATION LL WHICH AFFECTS PARCEL 'B' PER A.F.N. oy HOLE x,24 3710356 AND HAS NOT BEEN SHOWN 028' �� HEREON. THIS EASEMENT IS 10.00 FEET IN WIDTH CENTERED OVER FACILITIES AS I \ / \ \ h3� �, CONSTRUCTED. �1 I r ELECTRIC FENCE ` - / BARBED WIRE FENCE THE CITY OF YELM HAS AN EASEMENT I �° r K / LLLLLLL LLLLLLLLLLL LL X X x \ X X LLLLLLL LLLL WHICH AFFECTS PARCEL 'B' PER A.F.N. LLLLLLL "'� �++� V LL / \ \ I / T�� LOCATED WETLAND \ LLLLL LLLI_LL LLI_LLLLLLL \ t / 3734506 FOR SEWER SERVCES. THIS I LLLLL LLLLLLLLLLLLLLL ` CONC PAD LLL LLLLILLLL LL L_ ` 1W FLAG (TYP.) EASEMENT HAS NOT BEEN SHOWN AND IS 40' 1 BARBED DIRE FENCE X / CONSIDERED BLANKET IN NATURE. i X THE CITY OF YELM HAS AN EASEMENT WHICH AFFECTS PARCEL 'B' PER A.F.N. 3734506 FOR FLOODPLAIN MANAGEMENT. I o v THIS EASEMENT HAS NOT BEEN SHOWN cs T-- AND IS CONSIDERED BLANKET IN NATURE 1:!o u i \ � I R I I l N O I O I 12 Q i \ m% x 'n I I N it� N _ , I ELECTRIC FENC E X L L L STORM CULVERT x I f / I.E. = 349.17, 12 "PVC (N) _ - - _____ STORM CULVERT I.E. = 349.32, 12 "PVC (S) i LLt I m �7,�,+,,,� Qx (� Q LLLL LI. LI.L \ \ VLJlJ1.I11.!/ W w I LLL �'.L 1 �I STORM CATCH BASIN LLL _LL o CONC. PAD I \ / (fi RIM = 350.83 I LL -LL 4 o ri S o r -L ®_LL 0 I I.E. = 347.49, 12 PVC O w� I L�_LLL I.E. = 348.88, INLET �(q I LLLLLLL 1 1 \ \ LLLLLLLL 40' i `LLLLLLL STORM CULVERT LLLLLLL I.E. = 349.36, 12 "PVC (N ) CONC. PAD I o z I STORM CULVERT I.E. = 349.96, 12 PVC (S) ` x� , 8 o I N p �gti 1 ELECTRICAL EASEMENT r I Q , PER A.F.N. 804930 ° x \ x \ cz STORM CATCH BASIN P - r - -_�__ =- -_ -_ 135 ___ -_ o BARBE�I -MR&' _/ + 40.2 r r UTILITY ESMT. PER A.F.N. 3078377 i o s X X X X X X X k 1112.25' PLAT)�� -- RIM = 352.35 40 I P \� 12.2' N 8 3'ST"SV -� js I.E. = 350.45, 12 "ADS (W) - X _ _ X BARBED WIRE FENCE 387.21 FND 5/8" REBAR /CAP STONE FIELD FENCE _ X X 12.2' X I j¢6 - 5 TO 11 FEET WIDE N 88 '23'51 W - - STORM CATCH BASIN , 0.1 SOUTH OF LINE l RIM = 353.47 i " " W/ OLD BARB WIRE FENCE 609.85 CALC. STON FII D FENCE RLS LS# 271915 3s s I / I.E. = 350.04, 12 "PVC (N) 9/18/07 FND 5/8" REBAR W AP (610.13 PER R.O.S. 3595810) F, 1 W/ oiDTBA 1 M Nc N�0►TES 0.1' SOUTH OF LINE "� I I 344 R. SWIFT LS# 27195 It A DIGITAL COPY OF THIS MAP IS �� . J f f) 9/18/07 1 I BEING PROVIDED ALONG WITH THE � ...►,► 1 �_+ J' r '►i SIGNED PAPER COPY. THE SIGNED PARCEL PAPER COPY IS THE ORIGINAL 0 354 PARCE 'A } t PARCEL CONTROLS IN THE EVENT OF 20 3 03LA 34645000 I DIFFERENCES. THE DIGITAL COPY HAS o I, BLA 3464500 BEEN PROVIDED MERELY FOR THE i I CONVENIENCE OF THE CLIENT. I / 1 / STOCK COPYRIGHT PRIZM SURVEYING INC. 2 NOVEMBER 2007 I / PILED 0 a / / 11 o I MATERIAL / THE BURIED UTILITIES SHOWN I r co- HEREON (IF ANY) REFLECT o STORM CATCH BASIN 'l / SURFACE EVIDENCE, SUPPLEMENTED I RIM = 350.00 (t� I / STORM CATCH �ASIN WITH FOUND UTILITY LOCATION ' I.E. = 347.99, 10"CONC. (N) I -� srocK / ' /RIM 348.8 MARKINGS. THE UNDERGROUND - 346 8 12 I P (NW) UTILITY LOCATIONS SHOWN I.E. = 348.13, 8 "GONG. (S) PILED f HEREON ARE TO BE CONSIDERED "N 3 `S STUBS MATERIAL \ I pd �, STUBS APPROXIMATE ONLY, FOR THE -0 _ _ _ _ _ SP / M M FINAL LOCATION OF EXISTING ° 10' UT�UTY EASEMENT D4 "" �+ -- -�` __ - -' �- -- --346 - UTILITIES IN AREAS CRITICAL TO o -_ --- - SO _ DESIGN, CONTACT THE I - -10' STREET & SIO LK EA MEN7 x,, 350 _ aj�o �UTIUTY i APPROPRIATE UTILITY COMPANY. 6' "' - - STUBS i > PRIOR TO ANY CONSTRUCTION �,, o �4 CALL THE UNDERGROUND UTILITIES I �I `�' D4 24' PUBLIC( ?) RIGHT -OF -WAY - --- LOCATION CENTER AT o - - -- 7 - - S - �- - _ �+ TRj 1- 800 - 424 -5555. ^ -' -- - Sj EM o - - � _ _ _ -7 ISTT7-w�7Tc WETLAND DELINEATION WAS pp --- - = - - -- -- _____._.� _ -_El ---0- 'PERFORMED BY MR. GREG JONES OF - - -__ 352 CHEHALIS, WA 1- 360 -262 -9226 I STORM CATCH BASIN f RIM = 354.25 I LOT 2 THE HORIZONTAL LOCATION OF THA I I.E. = 351.89 12 "ADS (UJ) � \ PORTION OF LOT 5 CONVEYED BY S.S. 8167 A.F.N. 8504150149 WAS DETERMINE ' FROM R.O.S. RECORDED UNDER I STORM CATCH BASIN RIM = 350.06 � A.F.N. 3595810. LOT �I N ` 3 THE TITLE REPORTS FOR THE �! s.a 816 I.E. = 348.01 0'I P. (W(N) / ^ , SUBJECT PARCELS WERE FOUND TO I ( ) 'n U. �0 \ BE MISSING PAGES AND SUPPORTING I I STORM CULVERT �/= o o Lo DOCUMENTS, A REQUEST HAS BEEN - C MADE FOR COMPLETE ®� I.E. = 347.22 , 12 "ADS �� o '� ~V DOCUMENTATION TO SHOW / NOTE 0 N \ \ I AFFECTING ENCOMBERANCES. STORM CATCH BASIN ``' �i cl Lo RIM = 348.97 354 I.E. = 347.07, 12 "PLAS. (SE) I.E. = 346.96, 12 PLAS. (SW) I.E. = 346.98, 12 I.P. (NW) sT w N 1'41'24" E \ `- - - - - - - - - - - - _ _ _ _ 15 WATEAIN EASEMENT PE A.F.IJ. 3054303 9.40' / _ E -- - v _ "" 395 ' co WAL - __ - - - -- - - - - - - - - \ CONC. CUR - - - - - - - - -- -- - - -- - - � - - -� CONC: -C R� -�� STORM CATCH BASIN - RIM = 353.06 YE� I.E. = 350.71, 12 "ADS (N; QS'][' S LINE LOT 5 BLOCK 34 / LLLLI w� LLLLI �- _LLLLL LLLLI LLLLLLLL LLLL L _LLLLLLLL L _[_LLLLLLL LLLLLLL STATE PLANE COORDINATE SYSTEM L LLLLLLLL L LLLLLLLL L _LLLLLLLL L _LLLLLLLL L - LLLLLLLL L _LLLLLLLL L - LLLLLLLL L �____..L_ LLL -LLLLL L- i_ L_L. L L_1_L L LLLLLLLL L t-�] _LLLLLLLL L �/ _LLLLLLL L _LLLLLLL L _LLLLLLL_ L _LLLLLLL L - LLLLLLL L LLLLLLLL L - LLLLLLL L _LL_LLLLL L LLLLLLI L L�._-LLLLI_LI LL.LLLLLL_LL _LLLLLLI 3 LE. I.E. = 346. 9, 12 "PLAS. (SE) J STORM CULVERT cc Cl / I.E. = 346.7q, 12 ADS 8 Q; STORM CULVERT I.E. = 346.72, 1'�:"ADS / i i STORM CATCH BAS i RIM = 348.51 / I / I.E. = 346.60, 2 "PLAS. (NW), I.E. = 346.6 , 12 "PLAS. (S)/ i i E EPHONE & TELEGRAPH , EASEMENT PER A..N. 583742 / zd�S 8818 " 63 E ELM m w 58'x' E. P. i S.W. CORNER LOT 5, BLOCK 34, -STORM CATCH BASIN MCKENNA IRRIGATED TRACTS I.E. = 350.81, 12 ADS (W,, Q� _ MCX ENNA. R®AQ McKENNA IRRIGATED TRACTS STORM CATCH BASIN RIM = 349.14 FOUND 3" SURFACE BRASSIE PER B.L.A. 3464500 STORM CATCH BASIN- --- CENTERLINE PER W.S.D.O.T. RIM = 349.44 I.E. = 347.21, 12 "PLAS. (N) l RIM = 350.39 MONUMENTATION MAP JCT. SR 510 I.E. = 347.62 12 PLAS. (N) - IN CONC., MONUMENT NO. 788% I.E. = 347.27, 12 "PLAS. (S) WEST QUARTER CORNER ---- -- I.E. = 347.98, 12 PLAS. ;NW) TO BALD HILLS RD. VICINITY DATED 12/5/06 ( 9/22/00 BY BILLY R. MUMMA P.L.S. W ki IV ' V M 0 a z:D PALOUSE AVE. S.E. ml v iculqlw I me NOT TO SCALE S.E. 110TH A 114.98' FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK BARBED WIRE FENCE\ � 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 LEGAL D ON PARCEL 'A' LOT 4, BLOCK 34 OF MCKENNA IRRIGATED TRACTS, AS PER PLAT RECORDED IN VOLUME 9 OF PLATS, PAGE 43; PARCEL 'B' LOT 5 IN BLOCK 34 OF MCKENNA IRRIGATED TRACTS AS RECORDED IN VOLUME 9 OF PLATS, PAGE 43; EXCEPTING THEREFROM THE WEST 387.2 FEET AND �.; EXCEPTING ALSO THE SOUTH 10 FEET FOR SECONDARY STATE HIGHWAY NO. 5 -H AND EXCEPTING ALSO THAT PORTION CONVEYED TO STATE OF WASHINGTON BY DEED RECORDED APRIL 15, 1985 UNDER AUDITOR'S FILE NO. 8504150149; ti IN THURSTON COUNTY, WASHINGTON. - - -- 1PARCEI. NERS AND SITE ABFA PARCEL 'A' - 64303400400, 481,453± SQ. FT. / 11.05± ACRES PARCEL 'B' - 64303400501 & 64303400502, 266,621± SQ. FT. / 6.12± ACRES PARCEL 'A' N()ITES PUGET SOUND POWER AND LIGHT COMPANY HAS AN EASEMENT FOR ELECTRICAL TRANSMISSION AND /OR DISTRIBUTION AFFECTING PARCEL 'A' PER A.F.N. 804930 AND HAS BEEN SHOWN HEREON. 62.50' PUGET SOUND POWER AND LIGHT COMPANY HAS EASEMENTS FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTION AFFECTING PARCEL 'A' PER A.F.N. 3078377 AND THEY HAVE BEEN SHOWN HEREON. 250.00' 187.50' Ve , �- SURVEYORS CERTMC Ary VN I HEREBY CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A BOUNDARY AND TOPOGRAPHIC SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE REPRESENTS THE TOPOGRAPHIC FEATURES AS THEY EXIST ON THE GROUND AS OF JULY 2008. RIGHT -OF -WAY CONVEYED TO W.S.D.O.T. PER A.F.N. 8504150149 / GARY D. LETZRING P.L.S. NO. 38013 DATE w� BASIS OF BEARINGS �- N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY V PUBLISHED MONUMENTS 788 AND GPS2. \WASHINGTON STATE PLANE COORDINATE SYSTEM x SOUTH ZONE (NAD 83/91) \ 0 METHODS L"1M WATER SURVEY PERFORMED WITH A 3" TOTAL STATION, USING TRAVERSE AND RADIAL SURVEY METHODS. SURVEY MEETS J, OR EXCEEDS ACCURACY REQUIREMENTS CONTAINED IN w W.A.C. 332.130.090. o D IM END n � l 7- * � �!`�' MN Ell FOUND SECTION CORNER D4 WATER VALVE FIRE HYDRANT Mw()Od FOUND QUARTER CORNER ,,, FIRE DEPT. CONECT jj FOUND MONUMENT ® MAIL BOX O FOUND IRON PIPE © CABLE RISER WATER * HOSE 618 �- CALCULATED MONUMENT } 6.7' LIGHT SOILLOG O / STORM CULVERT W GAS VALVE / 0 IRRIGATION CONTROL VALVE ❑ STORM CATCHBASIN -0- UTILITY POLE o SEWER CLEANOUT k �- STREET LIGHT -"Cr- SIGN / i---- GUY ANCHOR ® WATER METER k m JUNCTION BOX ER SS METER h p TELEPHONE RISER POWER VAULT CO x COTTONWOOD TREE -x- BARBED WIRE FENCE p. CHERRY TREE -'O- STOCKADE FENCE WATER --- O--- CHAINLINK FENCE ELEVATION DAB x NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 784A 114.98' FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK BARBED WIRE FENCE\ � 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 LEGAL D ON PARCEL 'A' LOT 4, BLOCK 34 OF MCKENNA IRRIGATED TRACTS, AS PER PLAT RECORDED IN VOLUME 9 OF PLATS, PAGE 43; PARCEL 'B' LOT 5 IN BLOCK 34 OF MCKENNA IRRIGATED TRACTS AS RECORDED IN VOLUME 9 OF PLATS, PAGE 43; EXCEPTING THEREFROM THE WEST 387.2 FEET AND �.; EXCEPTING ALSO THE SOUTH 10 FEET FOR SECONDARY STATE HIGHWAY NO. 5 -H AND EXCEPTING ALSO THAT PORTION CONVEYED TO STATE OF WASHINGTON BY DEED RECORDED APRIL 15, 1985 UNDER AUDITOR'S FILE NO. 8504150149; ti IN THURSTON COUNTY, WASHINGTON. - - -- 1PARCEI. NERS AND SITE ABFA PARCEL 'A' - 64303400400, 481,453± SQ. FT. / 11.05± ACRES PARCEL 'B' - 64303400501 & 64303400502, 266,621± SQ. FT. / 6.12± ACRES PARCEL 'A' N()ITES PUGET SOUND POWER AND LIGHT COMPANY HAS AN EASEMENT FOR ELECTRICAL TRANSMISSION AND /OR DISTRIBUTION AFFECTING PARCEL 'A' PER A.F.N. 804930 AND HAS BEEN SHOWN HEREON. 62.50' PUGET SOUND POWER AND LIGHT COMPANY HAS EASEMENTS FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTION AFFECTING PARCEL 'A' PER A.F.N. 3078377 AND THEY HAVE BEEN SHOWN HEREON. 250.00' 187.50' Ve , �- SURVEYORS CERTMC Ary VN I HEREBY CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A BOUNDARY AND TOPOGRAPHIC SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE REPRESENTS THE TOPOGRAPHIC FEATURES AS THEY EXIST ON THE GROUND AS OF JULY 2008. RIGHT -OF -WAY CONVEYED TO W.S.D.O.T. PER A.F.N. 8504150149 / GARY D. LETZRING P.L.S. NO. 38013 DATE r ` O CD M .�p0 � � w Co Co ix mm oO O p � 2 H C Q C\2 L w g L) z z � � o � � m O P�l E- Q W H V) F W � z 0 U DATE OF SURVEY 1010312007 DRAWN BY DD JW /RJW DATE 10/22/2007 SEC. 4 TAP. 20 RNG. 4 SHEET 1 OF 1 PROJECT NO. W- 103 DRAWING NO. 2W-103W �,� � '"Jul "I t AUG 0 5 2008 0 0 o Ell C. Ao O � W �'Y V O O a q O O y i r ` O CD M .�p0 � � w Co Co ix mm oO O p � 2 H C Q C\2 L w g L) z z � � o � � m O P�l E- Q W H V) F W � z 0 U DATE OF SURVEY 1010312007 DRAWN BY DD JW /RJW DATE 10/22/2007 SEC. 4 TAP. 20 RNG. 4 SHEET 1 OF 1 PROJECT NO. W- 103 DRAWING NO. 2W-103W �,� � '"Jul "I t AUG 0 5 2008