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20070404 Plans 4 070920103 J 0 Lo I 0 U I 00 r i 0 0 (V 75 0 07 v N U z m 0 00 0 O N U w O w I E It M CO I 0 0 cV 0 75 GRAPHIC SCALE ,o 20 ,0 ( IN FEET ) i inch = 20 ft N W� r a W � W E �^ �W rW V 1 SITE MAP �• = 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 E PLAN &PROFILE PROPERTY LINE ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVM• BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 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 r - AT ALL TIMES. APPROXIMATE EXI TING GRADE ALONG ALIGNMENT CENTERLINE CB 10 TYPE 1 STA: 33 +4248 ACCESS WAY E RIM 345.96 IE I = 343.18 12' � ^---- `-- _ - -'-- IE T= 343.1812' --- - - - - -- - -- - - - - -- - - -- -- x W PR OSED 5081 LF 8' WATER MAIN ACCESS WAY E PLAN 2 1• =20' APPR XIMATE FINISHED GROUND 0 ACCESS WA ALIGN NT -SHOWN- 1:O "EF€R€NCE--SEE--GRADII PLAN SHEETS C5 & C6 SEE SHEET C11 FOR ACCESS WAY D PLAN AND PROFILE WAY E 3 ACCESS 1WAY E PROFILE . _ ' / . STA 35+13.74, 6.00' F PPROXIMATE T.O.P. ELE APPROXIMATE FG =345. STA. 35 +33.48, STA. 28 +38.78, PPROXIMATE T.O. . APPROXIMATE FG N7 cq 4. M 35 +00 17± RT (ACCESS WAY E) LT (ACCESS WAY D) .V= 342.01 t CB #111 TYPE 1 YE IE IN= 4239 12' IE OUT 34239 12' SIA. 35 +45.48 6.00' LT 1 2" 90' BEND 1.---27 GATE___VALVf__.___.. 1 THRUST BLOCK E ALSO SHEET C11 O Lo O dam- tt') po M po m M 36 +00 M 350 340 330 p Z w 0 v z w U O w U rL w � Ln � Q ° N a C, N z LL_ � N F_ \ Z W Cn � \ Z 0 H Cn CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 Lu Q ° OC Ill Z 1) . HOI�j� `� of easg ssIONAL 1� -� ISEII SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX:(253) 573 -0142 www.soundenginc.com N sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: 111 7128108 BY DATE SCALE: 1"=30' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY E PLAN & PROFILE C13 SHEET 13 OF 31 4TH SUBMITTAL lUI. B 2011 �+ 18" MIN VERTICAL ! END OF LINE CLEAN OUT FIRE HYDRANT TEE STA 33 +53.48, 6.00' RT END STA F LINE CLEAN OUT 3 +90.51, 6.00' LT W SEPARATION OF WATER AND STA 32 +51.87, 6.00' LT PPROXIMATE T.O.P. ELEV = 342.53± RIM = 46.44± SEWER 0 CROSSING (TYP.) j RIM = 346.92± APPROXIMATE FG= 346.071 SEE HEETS C19 I SE'.E SHEET C19 APPROXIMATE EXISTING GRADE ® ALIGNMENT CENTERLINE i -. , .; APPROXIMATE FINISHED GRADE 0 ALIGNMENT CENTERLINE -- --- ---------- iw iiw OR i Co d- to _. 33 +00 34 +00 3 ACCESS 1WAY E PROFILE . _ ' / . STA 35+13.74, 6.00' F PPROXIMATE T.O.P. ELE APPROXIMATE FG =345. STA. 35 +33.48, STA. 28 +38.78, PPROXIMATE T.O. . APPROXIMATE FG N7 cq 4. M 35 +00 17± RT (ACCESS WAY E) LT (ACCESS WAY D) .V= 342.01 t CB #111 TYPE 1 YE IE IN= 4239 12' IE OUT 34239 12' SIA. 35 +45.48 6.00' LT 1 2" 90' BEND 1.---27 GATE___VALVf__.___.. 1 THRUST BLOCK E ALSO SHEET C11 O Lo O dam- tt') po M po m M 36 +00 M 350 340 330 p Z w 0 v z w U O w U rL w � Ln � Q ° N a C, N z LL_ � N F_ \ Z W Cn � \ Z 0 H Cn CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 Lu Q ° OC Ill Z 1) . HOI�j� `� of easg ssIONAL 1� -� ISEII SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX:(253) 573 -0142 www.soundenginc.com N sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: 111 7128108 BY DATE SCALE: 1"=30' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY E PLAN & PROFILE C13 SHEET 13 OF 31 4TH SUBMITTAL lUI. B 2011 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. i i i i i 1 SITE MAP 1• = 200' 3 w J U- 0 un i 0 U I 00 r 0 O cV v 0 z Q w 0 00 inn h 0 0 v w 0 cr In E O_ lt M ca 0 s N 0 D CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON ACCESS WAY F PLAN &PROFILE SEE SHEET C10 FOR ACCESS WAY C PLAN AND PROFILE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S-82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 o.uri 0.nzz 1 Ulu FOR ACCESS WAY C ACCESS WAY F PLAN PLAN AND PROFILE 2 1• = 20' 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 360 _ -_ _. -_ -_ _ - - --- _---- __ -_ -- -- -___ -- SHALL— MANNTAIN— A -3:-5' —MINI Uik- ,CflVEf2-- OVER - -- WATER - -- MAIN STA: 40 +31.46 ACCESS WAY F ; AND A 5.0' MINIMUM COVER OVER SANITARY FORCE MAIN i =STA: 20 +91. ACCESS WAY C AT ALL TIMES. i CB 1, TYPE 11 -- - SfiA: -4 ACCESS WAY 1 APPROXIMATE EXISTING GRADE ALONG - CB , TYPE STA: 20191. ACCESS WAY C I ALIGNMENT CENTERLINE STA: 41170.17 RIM = 348.76 , RIM = 347.74 I IE IN= 344.42 2' IE IN= 343.87 12' — — IE OUT =344.4 12" CB 9 TYPE 1 — — — — — IE OUT= 343.87 ' STA: 43 35 12 +08.84 0 RIM= 345.99 - - - - -- - -- --- - - - - -- - -- _ IE IN=343.31 12' APPROXIMATE FINISHED GROUND 0 ACCESS WAY — EO1T= 343.34 W_ — — I ALIGNMENT SHOWN FOR REf EERENCE SEE GRADING PLAN SHEETS C5 & C6 139 LF 12 SD 0 0.004 FT/FT 60 LF 12m SD -- J r .w all,®0.004 FIRE HYDRANT TEE PROPOSED 5081 LF 8" WATER MAIN 340 STA 40 +49.53, 6.00' LT 208± LF 2'0 PVC FM _ ._ - _.- _ ARRRI�XIMAT€ T.A:R EL€V= 34:0B± 00' 3041 LF 2"O PVC FM TEE w/ GATE VALVES TA 42+46; 6: APPROXIMATE FG= 348.971 APPROXIMATE EXISTING GRADE - 2 GATE VALVE STA. 20 +97.44, 6.00' LT (ACCESS WAY C) STA. 40 +37.50, 6.00' RT 18' MIN VERTICAL STA. 40 +25.51, 6.00' LT (,ACCESS WAY F) i 18' MIN VERTICAL 1 _ �E @ ALIGNMENT CENTERLINE 18' MI VERTICAL SEPARATION V WATER AND APPROXIMATE T.O.P. ELEV= ,345.40t SEPARATION OF WATER AND SEPARATI OF WATER AND FIRE HYDRANT TEE TEE w GATE VALVES SEWER 0 CROSSING (TYP.) APPROXIMATE FG= 348.851 2 - ' GATE VALVES I APPROXIMATE FINISHED GRADE SEWER ® ROBBING � STA. 43 +01.44, 6.00 L SEE SHEET C10 SEWER ®CROSSING (TYP.) 1 - _RUST BLOCK 0 ALIGNMENT CENTERLINE (') STA 42 +58.99, 6.0 LT APPROXIMATE T.O.P. E V= 342.56± SEE LSO SHEET C10 _ - _- __ -_._ _ . _-------- - - - -._ - -_- __ -- ______. AP_P_ROXIMATE_ 1O.P. FIEV =34298f._ .._ - _ -_____ __- ----- _— .________.___ -- _ APPROXIMAfiE-FG =346: APPROXIMATE FG =3 .62± _ — O I O pip � i �- g O M M M M 40 +00 42 +00 43 +00 3 ACCESS WAY F PROFILE • -20 / V im -5 w E� w a E-+ w Qi w rW CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 W 0 w o W W w 2 Lu 00 p o U- OO N N z W z o 0 H z a W Q ° I.9 A I). Ho of WASUZ s y �s s 7 SIONAL� 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 - sound0soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JH 7/28/08 BY DATE SCALE: I"=20' DATE: 7/30/08 PROJECT #; 07118.10 SHEET NAME: ACCESS WAY F PLAN & PROFILE C14 SHEET 14 OF 31 8TH SU81N1TAl JUL 8 2011 20 3 -o w U- 0 Ix CL Lo I n 0 0 010 r- 0 0 N v 07 -v rn 0 z a 0! 00 i- 0 r 0 0 N N F_ 0 W O w i E a 4 cb I 0 r 0 N O 75 GRAPHIC SCALE 20 40 ( IN FEET ) 1 inch = 20 ft so I I 1 I 1 ' ! I I I � .. -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 w � M� w W w w W n4 W rrte,, V F-1 �Qi w rr w SEE SHEET Cll FOR ACCESS WAY D PLAN AND PROFILE ACCESS WAY F PLAI SEE SHEET C8 FOR ACCESS WAY D PLAN AND PROFILE APPROXIMATE EXISTING GRADE ALONG i ALIGNMENT CENTERLINE APPROXIMATE INISHED GROUND 0 ACCESS WAY REFERENCE, SEE._GRADINI PLAN SHEETS 5 & C6 ® ; PROPOSED __ APPROXIMATE EXISTING GRADE I FIRE HYDRANT TEE CB 9A TYPE 1 ALIGNMENT CENTERLINE STA 44+56.96, 6.00' LT STA: 43 +69.65 APPROXIMATE FINISHED GRADE APPROXIMATE T.O.P. ELEV =342. RIM= 346.59 0 ALIGNMENT CENTERLINE APPROXIMATE FG= 346.29± 1 IE IN W= 343.07 12' IE OUT E= 343.07 12' o o M ;° FIT 11' 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 ANND__A_ ..!__MINIMUM COVER OVER SANITARY_ FORCE MAIN - AT ALL TIMES. TO CB112 LF 8" WATER MAIN 18' MIN VERTICAL SEPARATION OF WATER AND SEWER 0 CROSSING (TYP.) 00 45 +00 3 ACCESS WAY F PROFILE 6 / V S TYPE i IE IN= 2.39 12" IE OUT 342.39 12' 'A. 45 +45.48, 6.00' RT - 2' 90' BEND - 2' GATE VALVE - THRUST BLOCK :E ALSO SHEET C11 I ELBOW w/ GATE VALVE STA. 45 +33.48, 6.00' LT STA. 25 +97.78, 6.00' LT APPROXIMATE_T.G.F. -ELEV= APPROXIMATE FG= 345.52± M M WAl F WA D 46 +00 �r 1360 1350 340 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM AN VD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 z w z w � �L" � w U � w w N En nC z Lu o �Qo � N Q. En . 7 pC tV Z NN z w z g 0 oc z a Lu a 0 r 0 z ti Q �. fONAL V'v to 3/l/ SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound@soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JH 7128108 BY DATE SCALE: I"=20' DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY F PLAN & PROFILE C15 SHEET 15 OF 31 4TH SUBMnTAL JUL 8 20191 rn 3 v r` co U 1 00 h O O O cV 7 0 E In M cn 0 z or 0 00 V- r- 0 r 0 O N 0 w 7) 0 w a 6 1 E a u7 co I O 0 N 0 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. EXIST CATCH BASIN APPROXIMATE LOCATION OF — RIM = 352.35 EXISTING UNDERGROUND UTILITIES I.E. = 350.45, 12 °ADS (W) CONTRACTOR TO VERIFY PRIOR TO ANY CONSTRUCTION CB #24 TYPE 1 EXISTING FIRE CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON CREEK STREET IMPROVEMENTS PLAN &PROFILE OTE: REFER TO THE TOPOGRAPHIC SURVEY )CATER AS SHEET TS1 WITHIN THIS PLAN SET FOR DDITIONAL INFORMATION AND CLARIFICATION GARDING EXISTING UTILITIES AND OTHFR FFATIIRF' STA: 2 +41.37, 21.16 R HYDRANT RIM= 352.06 �— EXIST CATCH BASIN �.,. RIM = 353.47 I,E. = 350.04, 12 "PVC (N) �) EXISTING EXISTING --� _. sTRFFT I ir Sk --f35 - 3 EX FL NEAREST E XPANSION JOINT EX TYP a2 1_1__..___ -V EXISTING FIRE HYDRANT <� O - PRESERVE AND PROTECT EXISTING UTILITY PO LE DURING CONSTRUCTION ±352.3-/ 10 1 EXISTING UTILITY FN EASEMENT A 3078377 EG 350 340 2 +00 E CTRICAL W -� < EASEMEN'' _ - EXIST CATCH BASIN CONTRACTOR TO SAWCUT PAVEMENT, HOT TAR SEAL RIM = 350.83 AND PROVIDE SMOOTH TRANSITION TO EXISTING I.E. - 347.49, 12 "PVC (S) ROADWAY SURFACE. COORDINATE ROADWAY REPAIR I.E. - 348.88, INLET REQUIREMENTS WITH THE CITY OF YELM EXISTING FIRE --,--,,,\ HYDRANT -< W W - S 4+00 - -I- S � EXISTING ROW CB #25 TYPE 1 15' 55' TOTAL STA: 3 +36.38, 21.16' RT PROPOSED PROPOSED RIM= 350.79w..__.- ._._____ -___ __ _. DEDICATION ROW -.... .. is r 52. - - _ — `` EXIST, CULVERT - - - EXIST. CULVERT 40 EXISTING 352.17 TO B REMOVED POSED U11L ESMT UTILITY EASEMENT - - - - - - AM 3078377 TO BE REMOVED 351.67 ------------------------- - - - - -- - - -- ---- - - - - -- SEE SHEET C7 & C8 FOR ACCESS WAY A PLAN AND PROFILE 3 +00 iS i 349.18 -- MATCH EXISTING FLOWLINE w � d r r 49.82 50.02 r ,. < - - 14 s 0 t \ 1 F � } } s jj x F •y.' C i a ,t t � t i � 4 J s. 1 .� 3 b �, i t . ♦,.: ,�.1.. if t✓t t.-n Lr ,C;,.''i ,v;.. .�i i E ,�5 .�j' 3 •i :.:' �.:'�vl i .,t 348.6 349.45 EG END DIEW 5' CONCRETE SIDEWALK. R �t J r r> s t d t xx t e )iN'f v. s { d C u�g SEE ONSITE GRADING AND DRAINAGE SHEETS C5 — C6 4 +00 CREEK STREET - PLAN VIEW SCALE: HORIZONTAL 1 " =20' CREEK STREET - PROFILE VIEW SCALE: HORIZONTAL 1 " =20' VERTICAL 1"=5' ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUOLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 EXIST. CATCH BASIN (RAISED LID) TO BE REMOVED RIM = 348.20 I.E. = 347.19, TOP INLET I.E. = 345.96, 8"PVC (S) CONTRACTOR SHALL POTHOLE AND DETERMINE EXACT LOCATION OF WHERE STORM DRAINAGE PROCEEDS FROM CATCH BASIN PRIOR TO ANY CONSTRUCTION AND INFORM PROJECT ENGINEER 5 +00 \ STREET LIGHT 3,5, - 6 +00 CREEK STREET CB 2 TYPE' �� STA: 6 +29.51, 16.44' RIM = 349.26 349 �W ° Zk OH PRESERVE AND P—ROTECT EXISTING 350. 3 HIGH TRANSMISSION POWER POLE _ - - I- - - - - - - DURING CONSTRUCTION- - - c ° APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: EXIST. CATCH BASIN — RIM = 347.96 I.E. = 345.48, 8 "PVC (E) EXISTING STREET LIGHT 75' FL TAPER 40 LF 12" DI ®0.004 FT/FT 7-i- OO cn-+ CB 1 TYPE 1 I 349.21 STA: 6 +69.18, 15.791 TT w 0 z WU oW E3 a S' o W w z w co p N a Z Cfl fV SEE SHEET C9 FOR ACCESS WAY B PLAN AND PROFILE 5 +00 6 +00 7 +00 CALL 48 HOURS ,BEFORE YOU DIG 1- 800 - 424 -555 360 350 340 H 0 Z 0 Z � • Hplr OF d.Sgjh�� 1 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 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: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JH 7/28/08 BY DATE SCALE: 1 " =20? DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: CREEK ROAD PLAN & PROFILE SHEET 16 OF 31 349.18 -- MATCH EXISTING FLOWLINE w 49.82 50.02 - - -- EX © v SEE SHEET C9 FOR ACCESS WAY B PLAN AND PROFILE 5 +00 6 +00 7 +00 CALL 48 HOURS ,BEFORE YOU DIG 1- 800 - 424 -555 360 350 340 H 0 Z 0 Z � • Hplr OF d.Sgjh�� 1 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 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: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JH 7/28/08 BY DATE SCALE: 1 " =20? DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: CREEK ROAD PLAN & PROFILE SHEET 16 OF 31 349.18 RIM = 349.06 MATCH EXISTING FLOWLINE 49.82 50.02 - - -- EX �1 �.� 349.35 STA: 6 +76,5lT' .,t 348.6 349.45 EG END DIEW 5' CONCRETE SIDEWALK. ,- (DEMO. SIDEWALK AND TIE TO tR Ar „ NEAREST EXPANSION ON MINT TYP t 4 r 1 3 t r 1° t i { SEE SHEET C9 FOR ACCESS WAY B PLAN AND PROFILE 5 +00 6 +00 7 +00 CALL 48 HOURS ,BEFORE YOU DIG 1- 800 - 424 -555 360 350 340 H 0 Z 0 Z � • Hplr OF d.Sgjh�� 1 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 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: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JH 7/28/08 BY DATE SCALE: 1 " =20? DATE: 7/30/08 PROJECT #: 07118.10 SHEET NAME: CREEK ROAD PLAN & PROFILE SHEET 16 OF 31 GRAPHIC SCALE (IN S) 1 inch = 20 fL. 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. CREEK ROAD CHANNELIZATION PLAN CREEK STREET CHANNELIZATION PLAN rn 3 i r U 1 00 n O O N 5 v .a M V) 0 z Q i 00 n 0 0 0 N F�- U w 0 a I E CL N N cp 1 0 r 0 N 0 ALL ROADWAY ARROWS ARE TO BE THERMOPLASTIC INSTALLATION PLACEMENT PER WSDOT STANDARD PLAN M- 3.40 -00, AND CITY OF YELM TRAFFIC DEPT. _ o +oo TURN ILANE 1 +00 2 }00 CREEK STREET REMOVE EXISTING CHANNELIZATION EXIST 12' STA: 1 +28.69, 10.00' RT!7m TRAVEL LANE BEGIN NEW YELLOW NO PASS - -- _ _.. --- -DNE-- AND -TWO- WAY-- L€ET- -L-ANE - EXTEND EXIST LINE FROM THE SOUTH I I I � i 1 � I 1 . I 1 I i I I I I i I I REMOVE EXISTING C ANNELIZAT10N 3 +00 Jr REMOVE - NSlING- _CHANNEUZA11ON'--,Z - --------- - -_ - -- ---------___.____-- e I � APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 Ln z w 0 z w oW v a w Q Q °o Ce N u- c N z Lu z o O z °.S a -10' TWO WAY LEFT XURN LANE 4 +00 LO it ��_�...._�....�.._.�. w 0 H IEn 12' w TRAVEL LANE �- REMOV€ EXISTING CHANNELIZAi10N _ r) � F-+ °z STA: 7 +12.85 END NEW YELLOW NO PASS LINE AND TWO WAY LEFT TURN LINE STA: STA: 7 +38.33, 12.0' RT- 0 STA: 5 +88.33, 10.00' RT STA: +78.73, 16.00' RT END EDGE LINE AND SOLID LANE LINE - - - - - - - - - -. - PI YELLOW NO PASS LINE AND END EDGE LINE AID SOLID LANE LINE MATCH EXISTING TO THE NORTH - - - -TWO WAY LEFT TURN LINE -- - - - - > - - - - - - - -MRTCR EM NI; TO - TRE- NORTFT — 1 � C29 C29 I .I.... — EXIST 12' TRAVEL LANE In SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CLIENT: CREEK ROAD MIXED USE -- _ - YELM CREEK BLDG.S LLC. - -- - -- - 240 STADIUM WAY SOUTH - - -- -- - - - - - - - -- - TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -555 PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: VERONICA SISSECK BY QR: JH 7/28108 BY DATE SCALE: V =20' DATE: 7/30/08 PROJECT #: 07118 SHEET NAME: CREEK STREET CHANNELIZATION PLAN C17 SHEET 17 OF 31 ' ATM CIIAM AL .1111 R 7018 3 -v O N 00 �D In 0 0 U co 1 ` i O cV v v V) 0 z Q w co r- 0 r 0 0 N U w 0 I E �r io I 0 0 N r- 0 5 GRAPHIC SCALE 30 0 15 30 e0 120 11 ilk I � t i � • 1 � 1 •1 i i�� li' 1 1 WATER MPJN • : , 1 r 1 �r - I _ 0 1 ■' its I � I i COMMERCIAL ■' i i I -� BUILDING , ■' WATER MAIN ■' I TRENCH BEDDING wv SEE DETAIL (TYP,) E25) ►�'� I ►/ (Intl �;: wa _ I� PLAN AND PROFILE-SHFEut l I . FOR WATER DESIGN 't THRUST BLOCKING SEE DETAIL (TYP.) I i ■� I M i s � I WC125 IrII '1/ ■' I i CREEK ROAD MIXED UE NOTES 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■M■ WORKS DETERMINED FIRE DISTRICT DEPARTMENT OF PUBLIC 3 C25 CITY OF YELM, THURSTON COUNTY, WASHINGTON WATER PLAN DATE: 101 APPROVED FOR CONSTRUCTION DEVELOPMENT REVIEW ENGINEER APPROVAL - Alf ol HOS B FOR Ill FOR 1E IG 1 .,mom r ` ■ �� 1 - - • `�„ i �� - -- - -, __ _ 1..•..• + -- - - - ! - - - - WON ►.� "ii � 11 i !t i iii � 1 y III j . ry �► tt � TRENCH & BEDD 9 DID �. ...._. SEE DETAIL (TY14.�� sl ► ! *aIWAP ttt� Ir REDUC SEE DE SEE .R WATER VALVE BOX �aal��i►•.�r�'� ►!� !�!t apt - - -- � . ♦ a!a ♦!r ��! 1 1 1 � � I flat !!! *llt1 ;�►t�l�h � Ptla�tttl�i'a� *,�•� . , .., - - i a.. .-AL^ of ease. It s10NAL sEi F M Q 1 ' •;;r; i W CIVIL ENGINEERS - LAND PLANNERS WE If 1102 COMMERCE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX.(253) 573-0142 - -- I I • lip ■ • , , I I ■ 1' 1 / 1 -- - - -_ -- - -.111 .... _ _ _, -- - -- o , 'IIIIIINIIII/ � (STORM TO WATER) • • ■ , ___ __.__...___ _.. __. _.__. t_ - �\ .`�I __ _� _ .r.�V __ 1 1' 1 1 1 1. 1 i rrrrrrurrrr PROJECT: BACKFLO CREEK ROAD SEE DETAIL TYP.,) 7 MIXED USE z SD ,., SD —SD 1 1 1 1 1 1 CD - . by PROPOSED 8 0 0 WATER MAIN TRENCH PAVEMENT RESTORAl10N SEE PLAN & PROFILE SHEETS C6 -C15 FOR DESIGN -rep.) FIXTURE UNITS c_' SEE DETAIL ( 7 PROPOSED FIRE LINE TO BE SIZED BY 279 SPRINKLER SYSTEM DESIGNER r(TYP.) 2 SEE PLAN & PROFILE SHEE=TSi C6 -C15 FOR I I ADDITIONAL INFORMATION 2 P, f' / ) 4 , ) , 2 I , - I I \ ) 4 � FIRE PROTECTION NOTES ESTIMATED DAILY WATER USAGE THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND BUILDING AVERAGE DAILY FLAW (G hl CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE A 2,990 PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE B 1,950 PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FIRE C 2,340 PROTEC11ON SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION D 3,315 AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE E 4,875 HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTOR'S BID F 4,095 SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S G 1,365 DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION H 3,510 ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS AMENDMENTS, 1 2,340 AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF J REC 4,290 455 ALL PERMITS. COM1 3,888 COM2 3,648 i� ► � l_ 1 1 1 1 1 •1 1 1 it :►� _.► 1 l� ii '►� L I�► �i► 1►:. �' r i POTABLE WATER SERVICES BUILDINGS FIXTURE UNITS METER SIZE (IN) SERVICE LINE (IN) A 279 1i' 2 B 162 1j' 2 C 222 1j' 2 D 312 2 2 E 444 2 21 F 348 2 2 G 120 11' 2 H 330 2 2 I 222 W 2 J 348 2 2 REC 40 1 1 COMM 1 &2 N/A 2 2 i i i 3 —s- 10 6TH AVE SE Lf . f MOPOSED FDC LINE TO BE SIZED BY SPRINKLER SYSTLW DESIGNER (TYP.) SEE SIZING TABLE, THIS SHEET PROPOSED 8" 0 WATER MAIN SEE SHEETS C7-C'16 -- `�-- �w— —APPROX. LOCATION OF EXISTING WATER MAIN - - ---- -- - -'`' CONNECTION TO EXISTING 8- WATER MAIN 1 C28 TRENCH PAVEMENT RESTORATION SEE DETAIL C21) ELEVATION DATUM NAVD 8 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG -- --` "— — -- — E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JFH 7/30/08 BY DATE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -555 SCALE: I"=30' DATE: 7/31/08 PROJECT #: 07118.10 SHEET NAME: WATER PLAN C18 SHEET 18 OF 31 4TH SUBMITTAL JUL 8 2013 rn 3 7 0 N 00 co 0 Li O N 0 0 0 I 00 0 o N 0 .n V) v 0 z a o! 00 V_ 0 0 0 F- 0 W O w i Ea d- 0 0 N t; 0 I , 30 0 ,s GRAPHIC SCALE CREEK MIXED USE so it I A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. jr ( Ix FEET) CITY OF YELM, THURSTON COUNTY, WASHINGTON 1 inch = 30 1t. S,T,E,P. SEWER PLAN I � STEP I ' STEP TANK J WE 5 K FIE ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK 1784A FIVE CORNERS. YEL.M AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER of TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359,66 $T 6' IE (IN 343.58 ELECTRI� CONTROL FIBERGLASS - a� •r - --� - - - - IC 6' IE (IN) = 343.11 IE (OUT 345.3 OR ; EPA TAN , N ■ H D �i�s- ��____ i w -w -w 2' IE (OUT) 344.8 TE TANK I LIMPS (TYP. STEP TANK H a- -------._ w - - - �n 6K FIB GLASS C28 TANK 1 BOIL ING H _S DE DETAIL TY�p,) 27 BUIL ING J 6p IE (IN) = 342.55 BUIL ING I 5K FIBERGLASS SSCO 10 . 2 IE OUT - FF =3 8.37 RIM = 34 85 FF SSCO .74 ( �) - 344:30 FF= 48.60 6* IE (IN) = 342.12 _ 4K D SSCO SSC 6 IE (OUT) = 341.137 1 6 IE - 342 73 6w __. RI = 349.24 TANK 2 R M =1 349.24 RIM ;= = 348.10 ( C 1 / 2' S 6' IE = 343.9 \ - / \ - / 4K FIBERGLASS �_ _.._.....- ,,...., : 6 IE =344.2 6" I = 34280 a ■■ 6' IE (IN) = 341.62 SSCO $ �. RD " ; RD RD a a a a ■■ a + I ` R ;�� 2 IE (OUT) = 343.37 T ■■ a ,.. .. .•r ,.. ,�'- ,. * =...i 's +...: ".' ... w ;• ,, • •• :'' PB '' r PROP. FG TYP i IE =347 ESE•- _Z INjfR R LOCATION SSCO .3 & 4 Y I I _ �- f (TYP)i CJ = �� ~ I -�' I ( 7, •00 LT I ' w +r \ I 6 IF = 347Jg i� ( t I , _ 4 J 4 FM 214# LF P�f _ 3M - g 33 +00 - 3 +0'0 `- '' I COMMERCIAL F s sr♦ c7 C FM 1551 LF 2 A PVC FM 11 ATTqCHq •• w BUILDING #1 + �✓ w PROP. FG (lYI') W w w STEP TA C MM 1 i F S FF= 351.55 - -- �--,r w 4_ ' �cE B x Mao L -' SEE DETAIL (TYP) 1 I TANK 1 O , : Ca i 2 ' 1 SEE DETAIL (TYP) 2 6K , Fl T SS 7. , SSCO #C5 & #C6 _ I R T 1 /� AGE' 6 IE (iN) = 345.42 I I I RIM = 351.52 - - 6' IE OUT = 345.17 ' 6" IE = 347.79 g I •}•. • - SSCO #C13 .. _ gK R ASS I I RIM = 350.68 N a -■■ r aaaa a a a aaaaaa �•.� ! STEP TANK F WEST STEP TANK F EAS . - !d 6 IE IN = 344.92 I 3'' 6" IF = 345.94 / SSA 05 END OF NE CO FF= 350.05 RIM =4$�s5 FlB RGL SS , 2 IE OUT) = 346.67 I _ SSCO 7 & 8 ■ ► 6" IE IN 343.24 BERGLASS SSCO STA 33+ 0.51 6.00 LT 1 1) 6" IF = 43 90 O 6' I (IN) - 342.59 RIM = 348.76 RIM 346, t , RIM == 351.52 I 1 / I .•• 2 IE (OUT) = 344.99 6' IE = 43.00 SEE IL TYP.) CARPORT : ! 1 6' IF = 347.79 CARPO T - 6 I (OUT) = 342.3 ( C28 (•) NQ of ll c TYP. I v I FF= 350.05 FF- 49.37 B DING (F FF =3 7.87 w TA 12 +96.351, 6.00' RT 4 \ SSCO 9 & 10 3 I A I . ' '� 8E� GLAS3 F = 349.37 \ / t U W It►+j-350.5 w O 2 09 I xxx RIM =• 351.52 W e� �. ■. .■ (OUT) ( A i ■ 2 IE = 343.84 a a w DC E DETAIL IYP. ' •` • w '. , � a SSCO 1 ,� , ELECTRICAL CONTROL (� ; C28 6 IE = 347.79 SS I / 1 I RIM = 350.95 ELECTRICAL CONTROL PANEL FOR STEP TANK BUILDING D I 1 yY (/) r S I � ' .:1 ' I ; LY] SSCO 11 & 12 �•• 6" IE = 345.9 : • PANEL FOR STEP TANK PUMPS (TYP.) 1 2 FF =348 6 O W " I ' ' Q RIM = 351.52 ' ; PROP, G (nP ( C28 / NI W I j Q •: ' I - 347.79 U 3( I/ _ 1 I ' BUILDING A PUMPS TYP.) 1 2 , .• 1 n% I I •. ; .. : : I - 4K FF= 351.55 c28 .� SD SD SD �r� I U S�• ELECTRICAL CONTROL- Id j5 :& 15 .• •' g , STEP TANK A PANEL FOR STEP TANK TYPICAL HOSE BIB SHALL * • V"' Q of + -- ••: SEE DETAIL TYP 1 PUMPS (TYP.) 1 2 ' 0 'Q 6 IE = 347.30 11- / I I $ BE LOCATED WITHIN 50 ' SSCO :16 & 17 . • - ' :. - v FIBERGLASS 11- - / I ( R • . LL TANKS RIM = 151.52 � lam. � 6 "� •■■ � •• � ' • • .a• ':' TYP A • �•• •• :: IE IN `+ SSCO 6 g a - 6' IF = 347.3Q ■� 6 OUT = .40 ■■ ■■ a a O • I 1 / I SSCO #3 6 IE (OUT) = 341.44 IM = 3 0. N COMMERCIAL `�` FF= 351.55 UILDIN B B ILDING 11 r I 6" IE = 345.68 N W • • RIM = 347.72 •. 1 APPROXIMA I I i `` ( BUILDING #2 +� I U I ::: FIBER ss FF =349.6 6' IF = 342.70 F =348,23 �� / FIBERGLASS w r:. , � c[ v7 IE (IN) 3 .i5 I U I LOCATION 0 c /. ++ IE (IN) - 341.19 w �a I SSCD I -< N • • . \ - / tp I A I EXISTING 4 � IM: MAT I �- N FF= 351.55 Q `� �' 2 IE (OUT) = 45.90 RSsco 2 �Q� ; . 342.94 :• I I C 1 4;,12 ( ) + P 1 M 349.15 v EE DETAIL (T` STEP LINE F- I PROP. FG TYP �SSCOC11! &Ct9 C� t I / 1 I :: ( w \ /� - -! �, \ / 6 IE = 343.0 I 1 I y: `- RIM = 351.52 � -- _ SSCO _ IM = 348.08 wvc�r� 6' IE = 347.30 �. I/ LL 1 P9 RD as aaaa ■aaa aaa _ I r+ 6 IE - 342.21 . : • T A t -�'. y - ELECTRICAL CONTROL IT� TANK C I �.�� _ FIBERGLASS _ 4 � _ 6K BE Gor,� ,,' I -_._ _ PANEL FOR STEP TANK . ": C ��.. _ `� 2" �{ l? I. -- IL ki) = 42 r : r .. IF I T- 6" IE IN) y 345.15 i I ;; . PUMPS (TYP. i 1 2 N ( ,� I ) w ER SS Y .2 IE (OUT) = 344.1 I , d IE ) 6' IE OUT = 344 :90 C28 I 6 IE (IN = 342.63 r c q qG / \ I . C`2_ IE (OUT = _344.38 I 6K Fl S I SSCO 20 & #C21 ,; 41 +00 W 42 +00 - - -' - -- C �� RIM = 351..52 w w -Swm 44+ 6� IE IN = 344.65 I w �a < r w 45 00' 2 IE (6uT� = 346. I ' I , 6 IE = 341.30 Q tf I FM i M v; I SSCO 22 & #C23 ''' ; 3 FA LF 2 »� PVC FM (SEE SH C7 -16� F 3 t FM ± RIM = 351.;52 - D4 LF 2 0 PVC FM i CE X MOD Y 6" IF = 347.30 ` °' { , STA. 20 +85.43, 6.00' RT ACCESS WAY C I i I 1 T • 2 46 600 RT STA. 40 +37.50, 6.00 RT (ACCESS WAY F ) E DETAIL (IYP ' • SSCO 24 & 25 .'r - 2� TEE £ / - • . -• 2 GATE VALVES TYPICAL PIPE TRENCH ' TAN PANE F S 6" IE 1 - 3' INCRASER . . 7 1 • .• .... - r w 1 2 PUMPS f -UO- -W --- Wi8- -- w $p Z= 53 +00 54 +00 - SD C ESS W q 55 +00 Spy.__. -SD-- SD 57 STEP T K R 1 FM .- FM - D SD-- -► I �0 2K �INW)BEIC41.&t •.�.> F 144# LF 3 »0 PVC FM (��- 6 IE -- _ y -_ J , yYO _.. PROPOSED CONNECTION TO EXISTING 4" STEP LINE STA. 52 +80.97 �600' R A Y A) ( STA. 2 +35.13, 7.61' LT STA. 51 +37.46, 6.00' RT (ACCESS WAY A) STA. 20 +16, 6.00' RT (ACCESS WAY C) , ! w • 1 - 4x3 SADDLE TAP (LIVE TAP) STA. 10 +44.28, 6.00 RT (ACCESS WAY B) 1 - 3 90 BEND } 3" GATE VALVE 1 - 3� X 2' TEE 1 - THRUST BLOCK 1- THRUST BLOCK 1- 2 GA�`fE VALVE 3 i j 13 CONTRACTOR SHALL VERIFY EXACT HORIZONTAL AND SEE DE AIL (TYP•) VERTICAL. LOCATION OF EXISTING FORCE MAIN PRIOR 1 - THRUST BLOCK C28 i TO CONSTRUCTION. IF LOCATION DIFFERS FROM WHAT IS SHOWN CONTACT THE PROJECT ENGINEER I IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. f S EWER PIPE MATERIALS & CO VER NOTE 1. ALL PIPE FOR SEWER FORCE MAIN SHALL COMPLY AS FOLLOWS: ,� s KEY -�� 11 }! I A. ALL PIPE LESS THAN 2 "0 SHALL BE SCHEDULE 40 PVC DESIGNED FOR OUTLINE OF BUILDING(:) TRIBUTARY TO SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. I SPECIFIED STEP TANK (BUILDING GROUP) B. ALL PIPE 2 "0 OR GREATER SHALL BE PVC IPS 1120 SDR 21 CLASS - - -- - - -_� \.- - �,sa 200, SHALL HAVE RUBBER RING GASKET JOINTS, SHALL COMPLY WITH �- P� BUILDING GROUP LABEL. ASTM D 1784, AND HAVE A WORKING PRESSURE RATING OF 200 PSI. __ -_.} I I �,so •e UTILI C. 2 "0 SERVICE LINES SHALL BE SCHEDULE 40 PVC DESIGNED FOR - - -'- = - =_ -: _ - -.w wv �''��y�``y - 3 - - -`- "" `- --� O STUE SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. STEP TANK ELECTRICAL NOTES 2. ALL SEWER FORCE MAINS SHALL HAVE A MINIMUM OF 5.0' OF COVER. - S _. -` S - - -S -- -- --" -S -- -- - 349. 349.25 �- 1. EACH STEP TANK MUST HAVE THREE SEPARATE ELECTRICAL CIRCUITS �" "� " - -w. � (ONE CIRCUIT FOR THE CONTROL PANEL AND ONE FOR EACH PUMP IN 3. ALL GRAVITY SIDE SEWERS LINES SHALL BE 6w 41, HAVE A MINIMUM SLOPE wv --_ - - - - - - - -1 - 6Tq- - -I �- - - - W__` wv THE DUPLEX UNIT) ON EACH RESPECTIVE HOUSE PANEL. _ � OF 0.002 FT FT, AND SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. - � 7�' - :�� 2 OR MORE ,_ ___ . .. ,._ �.- r. . 2. THE PUMP CONTROL PANELS FOR ALL STEP TANKS HOUSING - - � ..--- _T____r •., �� PUMPS SHALL BE FITTED WITH A TRANSFER SWITCH MODEL DT 323 URK 4. ALL FITTINGS FOR PIPE 2" AND LARGER SHALL BE RUBBER RING GASKET ' `�,, AS MFG BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 MBWP AS ' `� z -� - MFG BY BRYANT FOR USE WITH THE CITYS PORTABLE AUXILIARY PVC 1120 COMPLYING WITH ASTM F 477. GENERATOR. I z uj o � N z TYPICAL HOSE BIB SHALL *� Ln BE LOCATED WITHIN 50' G BUILDING G OF PUMP END OF TANKS � (TYP. ALL TANKS) LASS FF= 347.21 = 341.33 SSCO #11 = 343.08 ( G RIM = 346.66 \ / 6" IE = 341.80 a + SSC0 ''•• RIM: MATCH D_ : PROP. FG (TYP) STA. 35 +45.48, 6.00' LT ACCESS WAY E ) uj i $ STA. 28 +50.78, 6.00' RT (ACCESS WAY D) z o BEND O - p ` 2" GATE VALVE Q 1 - THRUST BLOCK r- ---------- - - - - -- z D ---_RD � I P8 RIM = 47.40 I I 6' IE = 41.68 13 TEP TAN E NO Z I II 4K FIBERGLASS n , 6" IE (IN) = 341.22 1 I i I 2 IE (OUT) = 342.9 I In - � gL CON P R STEP Pumps-(TYP.) 1 I L _V1 Z. i A i ': BUILDING E • FF= 347.95 13 SSCO #13 �•� D . NOI� ' I RIM = 347.40 I 1 I J 6 IE = 342.35 %JFN • / SEE DETAIL jgK FIBERGLASS 27. 4 5 II / I = 341.58 1 6' IE (OUT) If / 4K FIBERGLASS 6" IE IN = 341.08 / 2 IE (OU = 3 I I . SSCO 14 1 -'r„""" a'■ RIM = 347.40 SOUND ENGINEERING INC. 2K 6 IE = 342.08 CIVIL ENGINEERS - LAND PLANNERS OL C N 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX:(253)573.0142 .. • STA. 45 +45.48' 6.00 RT ACCESS WAY F www.soundenginc com - sound@soundenginc.com 25 +85.78, 6.00 RT ACCESS WAY D) 1 - 2" 90' BEND :.: 1 - 2' GATE VALVE PROJECT: O 1 - THRUST Bt06K CREEK ROAD ssco in 5 P OL MIXED USE ' RIM = 347.25 6" IE = 342.72 CLIENT: REC /OFFICE BLDG FF= 347.75 i 0 STM D CREEK SOUTH LLC. TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428-8172 _ EMAIL: PROJECT ENGINEER: JEREMY HAUG t E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: P HELLER BY ' QR: JFH 7.21.08 BY DATE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -555 SCALE: 1"=30' DATE: 7,30.08 PROJECT #: 07118.10 SHEET NAME: S.T. E. P. SEWER PLAN C19 SHEET 19 OF 31 4TH SUBUf TAL 0 L �w 0 0. w S w � z uj o � N z TYPICAL HOSE BIB SHALL *� Ln BE LOCATED WITHIN 50' G BUILDING G OF PUMP END OF TANKS � (TYP. ALL TANKS) LASS FF= 347.21 = 341.33 SSCO #11 = 343.08 ( G RIM = 346.66 \ / 6" IE = 341.80 a + SSC0 ''•• RIM: MATCH D_ : PROP. FG (TYP) STA. 35 +45.48, 6.00' LT ACCESS WAY E ) uj i $ STA. 28 +50.78, 6.00' RT (ACCESS WAY D) z o BEND O - p ` 2" GATE VALVE Q 1 - THRUST BLOCK r- ---------- - - - - -- z D ---_RD � I P8 RIM = 47.40 I I 6' IE = 41.68 13 TEP TAN E NO Z I II 4K FIBERGLASS n , 6" IE (IN) = 341.22 1 I i I 2 IE (OUT) = 342.9 I In - � gL CON P R STEP Pumps-(TYP.) 1 I L _V1 Z. i A i ': BUILDING E • FF= 347.95 13 SSCO #13 �•� D . NOI� ' I RIM = 347.40 I 1 I J 6 IE = 342.35 %JFN • / SEE DETAIL jgK FIBERGLASS 27. 4 5 II / I = 341.58 1 6' IE (OUT) If / 4K FIBERGLASS 6" IE IN = 341.08 / 2 IE (OU = 3 I I . SSCO 14 1 -'r„""" a'■ RIM = 347.40 SOUND ENGINEERING INC. 2K 6 IE = 342.08 CIVIL ENGINEERS - LAND PLANNERS OL C N 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573-0040 - FAX:(253)573.0142 .. • STA. 45 +45.48' 6.00 RT ACCESS WAY F www.soundenginc com - sound@soundenginc.com 25 +85.78, 6.00 RT ACCESS WAY D) 1 - 2" 90' BEND :.: 1 - 2' GATE VALVE PROJECT: O 1 - THRUST Bt06K CREEK ROAD ssco in 5 P OL MIXED USE ' RIM = 347.25 6" IE = 342.72 CLIENT: REC /OFFICE BLDG FF= 347.75 i 0 STM D CREEK SOUTH LLC. TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428-8172 _ EMAIL: PROJECT ENGINEER: JEREMY HAUG t E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: P HELLER BY ' QR: JFH 7.21.08 BY DATE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -555 SCALE: 1"=30' DATE: 7,30.08 PROJECT #: 07118.10 SHEET NAME: S.T. E. P. SEWER PLAN C19 SHEET 19 OF 31 4TH SUBUf TAL 3 O N I 00 O u7 0 N C 0 U I O _O O N a IC -a c� z Q 0 00 0 / O O N F-- 0 w 0 o_ cn I E Q rn Co I 0 0 N O GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. CB W \ i\ Pik 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 RIM IOU"": LH 46.25 B 13 _ YPE 2- 54" J i - -- - ._ -- - -- -- - -- - 20 LF 18" AD N_12 - - -�- -- - = iV�SI I� -STR _CT i @ 0;004 FT /FT RTM =341 --- .-- - - - - -- -- - - -� SEE' SECTION 2_ PROF1L' BEL W �. 0 I - SD SD SD -SD- SD SD SD SD SD ---4- - -- -- -- - 7 -- - DRAINAGE FACILITY — PLAN VIEW SCALE: HORIZONTAL 1 " =20' 360 350 340 330 d- c� I ! \ ` I CB 42 TYPE 2 -48" \ I W DOWNTURNED ELBOW RIM = 34.41 17� 1. .J j I tzj I' IF I D t:j 0 +00 1 +00 DRAINAGE FACILITY — SECTION 1 SCALE: HORIZONTAL 1"=20' VERTICAL 1' =5' 2 +00 360 350 340 330 12" ADS N -12 CB #4 TO STOR 18" ADS N -12 CB #13 TO CB #14 HIGH FLOW BYPASS APPROVED FOR CONSTRUCTION BY: DATE:_ DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM NAVD 88 (NAVD 88 - 3.42' = NGVD 29) THURSTON COUNTY PUBLISHED BENCHMARK # 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER OF BALD HILL RD. ELEVATION = 359.66 C8#12 TO CB #13 DIVERSION STRUCTURE —PLAN VIEW CB #13 TYPE 2 -54 "4 SEE ALSO DETAIL C2 j AND DETAIL 6 ON THIS SHEET NATIVE BACKFILL (6" MIN.) -:1\1 I cu -1 rvnTION _ � - vVO UNDISTURBED - ---� I I— 0000 00 ° �°oocQ��n, MATERIAL =1 I I z; ° ° o"�0 III- ° I I -- 4 6 PERFORATED PVC PIPE ° 0 ° o � 0 o °o � I 1 == ELEV. = 337.60 =I }� _ ° = III 1 =1 I I 11 =1 11 =III 1 1 I I - - I =1 11= END CAP NATIVE MATERIAL DO NOT COMPACT OBSERVATION WELL 5 NOT TO SCALE FRAME & LADDER OR STEPS OFFSET. SEE NOTE 4. RIM ELEV. = 346.13 6" MIN. - 2' MIN. MESH SCREEN 1" x 1 "- BAND SCREEN TO PIPE OVERFLOW PIPE SUPPORT (2 EACH) 18" RISER PIPE — _ SEE DETAIL 4 THIS SHEET FINE MESH SCREEN 1/2" x 112" BAWD SCREEN TO PIPE 2' MIN. i 2' MIN. ELEVATION CATCH BASIN TYPE 2 54 -INCH DIA. (MIN) GRATED LID MARKED "DRAIN" WITH LOCKING BOLTS. CONTROL ROD FOR CLEANOUT /DRAIN. ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER. STANDARD GALVANIZED STEEL OR ALUMINUM LADDER /STEPS. SEE DETAIL 4 THIS SHEET CLEANOUT GATE: A. SHEAR GATE, IRON BODY BRONZE MTD. OLYMPIC FDY. STD. OR, B. LIFT GATE, NO. C /C /1 -LG, CASCADE CULVERT INC., OR C. OTHER DEVICE APPROVED BY ENGINEER. NOTES: 1. PIPE SIZES AND SLOPES, PER PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS. 3, METAL PARTS: A. CORROSION RESISTANT OR GALVANIZED OR ALUMINUM TYPE 2. B. IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1. 4. FRAME & LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. STRUCTURE SHALL BE A TYPE 2 CATCH BASIN 54" MINIMUM DIAMETER. DIVERSION STRUCTURE — SECTION VIEW UNDERGROUND GRAVEL INFILTRATION BED BOTTOM OF TRENCH BED EL = 337.60 FINIISHED GROUND VARIES SEE GRADING PLAN C5, C6 ` 100 YR MWS -340.8 CB #13 TYPE 2 -54 "4 SEE ALSO DETAIL C23 AND DETAIL 4 ON THIS SHEET 9 LF 12" ADS N -12 @ 0.0055 FT /FT EXISTING GROUND 0 "' / N� IE= 338.1 NATIVE -� � Y 8 LF 18" ADS N -12 @ 0.0063 FT /FT CB 13 TYPE 2 -54" 4 4 8x16 STORMFILTER DIVERSION STRUCTURE C20 C23 CB 15 TYPE 2 -48 VAULT W/28 CART. RIM= 346.13 W /DOWNTURNED ELBOW RIM NORTH= 346.17 IE= 341.70 18" (W) RIM = 346.37 RIM SOUTH= 346.25 IE= 341.30 18" (E) IE IN= 338.15 12" (W) IE= 341.20 12" (N) IE= 341.30 12" (S) IE IN= 338.15 18" (N) IE= 338.20 12" (W) IE OUT= 338.15 18" (W) SEE DETAIL 1 3 LF 12" ADS N -12 @ 0 017 FT FT C24 0 +00 1+00 DRAINAGE FACILITY - SECTION 2 SCALE: HORIZONTAL 1 " =20' VERTICAL 1' =5' CALL 48 HOURS BEFORE YOU DIG 1 -800— 424 -555 z w 0 L z w U 0 w U a' U-11 � o 0 z CO N Ln N uj w z o O F" Cl- cn z Lu 0 O z [o r as N` �ECI STERE I ONA �n1.;2t 3 sEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 N FAX :(253) 573 -0142 www.soundenginc,com N sound@soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG,S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL; PROJECT ENGINEER: JEREMY HAUG E -MAIL JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JFH 7130/08 BY DATE SCALE: 1"=20' DATE: 7/31/08 PROJECT #: 07118 SHEET NAME: STORM DRAINAGE FACILITY DESIGN C20 SHEET 20 OF 31 NTH SUBMITTAL ,1018 20i$ L � r0 0 +00 1+00 DRAINAGE FACILITY - SECTION 2 SCALE: HORIZONTAL 1 " =20' VERTICAL 1' =5' CALL 48 HOURS BEFORE YOU DIG 1 -800— 424 -555 z w 0 L z w U 0 w U a' U-11 � o 0 z CO N Ln N uj w z o O F" Cl- cn z Lu 0 O z [o r as N` �ECI STERE I ONA �n1.;2t 3 sEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 N FAX :(253) 573 -0142 www.soundenginc,com N sound@soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG,S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL; PROJECT ENGINEER: JEREMY HAUG E -MAIL JHAUG @SOUNDENGINC.COM DRAWN: J. HAUG BY QR: JFH 7130/08 BY DATE SCALE: 1"=20' DATE: 7/31/08 PROJECT #: 07118 SHEET NAME: STORM DRAINAGE FACILITY DESIGN C20 SHEET 20 OF 31 NTH SUBMITTAL ,1018 20i$ Cn 3 J w 0 010 I\ / 0 O N � , 7 0 .E -0 N v M C.7 z Q 0_ 00 r- 0 0 N I- C w 0 X 0i E r N cp 0 0 N 0 CEMENT CONCRETE SIDEWALK RAMP TYPE 4A 3/8" EXPANSION JOINT (SEE STD. PLAN F- 30.10) SIDEWALK A 0 I CM MAJOR STREET* RADIUS POINT OF CURB RETURN \ls (q TF q SfFOF�UR COh� �cT CEMENT CONCRETE PEDESTRIAN CURB - 0" RAMP 2'^ r 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 CITY OF YELM, THURSTON COUNTY, WASHINGTON 4 ACCESS WAY NOTES AND DETAILS W MIN. MAX. W ry 15/8!' 2 3/8" ~ 1. This layout: is used to provide access to a single crosswalk OKI 7/16" parallel to the major street. The bid item "Cement Conc. D 7/8" Sidewalk Ramp Type 4A" does not include the adjacent Curb 60 FEET 11'- 1112' (or Curb & Gutter), the Sidewalk, or the Cement Conc. Ped- cZ G 13 -0' estrian Curb. 80 FEET 2. Ramp slopes shall not be steeper than 12HAV. 90 FEET 3• Avoid placing drainage structures, junction boxes or other CURB, OR CURB 15 -83/4" obstructions in front of ramp access areas. /- AND GUTTER PUBLIC WORKS DIRECTOR DATE 4-11 EXISTING 4 Curb & Gutter is shown, see the Contract Plans for the curb CKD. DATE design specified. See Standard Plan F -10.12 for curb details. S -C 5. See Std. Plan F -30.10 for sidewalk joint placement and details. 10/3/94 6. The bottorrl of the ramp shall have a level area (not in excess TRENCH BACKFILL 2- 03.3(14)C METHOD L 1' MIN - _ of 2% in any direction), 4' X 4'. I LANDING I I DETECTABLE WARNING PATTERN (SEE DETAIL) 6' - 0" CEMENT CONCRETE PEDESTRIAN CURB 2% MAX. tt TOP OF (SEE STD. PLAN 1=- 10.12) ROADWAY CEMENT CONCRETE 7 SIDEWALK CEMENT CONCRETE CURB & GUTTER Y J cn - 0 X U (SEE NOTE 4) CEMENT CONC. RAMP 0 2'- 0" DETECTABLE WARNING CEMENT CONIC. .o PATTERN (SEE DETAIL) SIDEWALK 7 -• 0 LANDING RAIAP I f TOP OF '.4 FLUSH ROADWAY 1 61' -Z 3/8" EXPANSION JOINT st -� (SEE STD. PLAN F- 30.10) LANDING DEPRESSED CURB & GUTTER (SEE NOTE 4) 0 A RAMP -- o - o ( 0 A 13 o PLAN C M THIS PATTERN AREA SHALL ELEVATION BE YELLOW IN COLOR DETECTABLE WARNING' PATTERN DETAIL DETECTABLE WARNING PATTERN 4 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. COMPACTION OF SUBGRADE, ROCK AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR /DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. VARIES: 0 to 6" TOP OF ROADWAY DEPRESSED CURB & GUTTER (SEE NOTE 4) AT FACE OF CURB MIN. MAX. A 15/8!' 2 3/8" B 5/8" 1 1/2" C 7/16" 3/4" D 7/8" 17/16" M THIS PATTERN AREA SHALL ELEVATION BE YELLOW IN COLOR DETECTABLE WARNING' PATTERN DETAIL DETECTABLE WARNING PATTERN 4 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. COMPACTION OF SUBGRADE, ROCK AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR /DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. VARIES: 0 to 6" TOP OF ROADWAY DEPRESSED CURB & GUTTER (SEE NOTE 4) AT FACE OF CURB LANDING DISTANCE FROM P.C. 20 FEET 5 -212' T -7' 30 FEET 8'- 01/4" 3 -8t' 40 FEET 9- 6114" 5 -434" 50 FEET 10 -934" 5 -11" 60 FEET 11'- 1112' 8' -312' 70 FEET 13 -0' 9-612' 80 FEET 13 -1112' 10 -812' 90 FEET 14 -1012' 11' -9314" 100 FEET 15 -83/4" 12- 101/4" INTERMEDIATE RADII CAN BE INTERPOLATED I ri_� SIDEWALK RAMP TYPE 4A NOT TO SCALE PER WSDOT F- 40.16 -00 1 /2" TWO -WAY 10' 30' 40' CI TY OF YELM DEPT, OF PUBLIC WORKS N OTES: CEMENT CONCRETE 1. WHERE APPROACH EXCEEDS 16' WIDTH A. FULL, DEPTH EXPANSION J0114T SHALL BE PLACED APPROACH LONGITUDINALLY, CENTERED IN THE APPROACH, 2. FORM AND SUBGRADE INSPECTION ARE REQUIRED APPROVED DWG. N0. BEFORE POURING CONCRETE. n 3. REFER TO SECTION 4B.140, i'ELM DEVELOPMENT PUBLIC WORKS DIRECTOR DATE - 9 GUIDELINES, DES. OWN. CKD, DATE JEG s -c S -C S -c 2/2/95 J CEMENT CONCRETE APPROACH 1 3' 1 3' 1 6' 1 .5 1 MIN.' MIN TYP. TYP. TTE II 1 MIN.' REQG, ' I YP. i YF'� MIN.' M.' TYP. 'TYP! TYPE III TYPE IV 1 Y P I C A L C U R B R A M P S BOTTOM OF RAMP MAY NOTE: SEE SIDEWALK SPACING, HA' ✓E MX x. 1/2" LIP EXPANSION JOINTS & SCORE `' L 4`' MARK DETAIL FOR ADDITIONAL 41 ' NOrES. FLOW LINE SEE OF GUTTER ' AS MIN. REND. LIP 4 DETAIL 12 LIP DETAIL RAMP SECTION N C)TF ,): I RAMP TEXTUP:ING IS TO BE DONE WITH AN EXPANDED METAL GRATE. PLACED AND REMOVED FROM WET CON. TO LEAVE A DIAMOND PATTERN. THE LONG AXIS OF CITY OF YELM THE DIAMOND) PATTERN SHALL BE PERPENDICULAR DEPT. OF PUBLIC WORKS TO TIME CURES, GROOVES SHALL BF_ 1/8" DEEP AND - -- - - 1 /4" WIDE. _j _ /� C:URb RAMPS -,HALL BE POURED AS A SEPARATE I \� i �� f 1 L UNIT FROM THE SIDEWALK AND FROM THE CURB AND GUTTER, ISOLATED BY EXPA.NSIC }N JOINT MATERIAL CURB R A M P S ON ALL SIDE`.; EXCEPT AT END OF RAMP NEXT TO _ ROADWAI'. APPROVED DWG. NO- 3. INLETS 'HALL- BE LOCATED SO THAT RUNOFF DOES NOT FLOW Prk''ST THE CURB RAMP. NO INLETS ARE PUBLIC WORKS DIRECTOR DATE 4-12 TO BE SET S0 THAT PEDESTRIANS WALK OVER OR AR(:)I JND DES, DVdN. CKD. GATE THEM {. JEC, s -C S - -C s -C 10/3/1= 4 TYPICAL CURB RAMPS _ 5 NOT TO SCALE NOT TO SCALE APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 2' ♦ry \I _J 01-t- MW1 n iw wnru rv\n 2% SLOPE (1/4' DROP PER 1') •. �. r . . . . . •w .. �'+. • •• . ..t ..• ►r'. 4' g• 1/4m R �.. ;•... ;., a ••w: N 7- t PAVEMENT 4' COMPACTED SUBGRADE 8" NOTES: 1) COMPACTION FOR CONCRETE CURB AND WALKS TO BE 95% OF MAXIMUM DENSITY. 2) EXPANSION JOINTS SHALL BE AT 10' -0' INTERVALS AND CONSTRUCTION JOINTS SHALL BE AT 5 -0' INTERVALS OR AS SHOWN ON ARCHITECTURAL PLANS. 3) FINISH SURFACE OF SIDEWALKS PER ARCHITECTURAL PLANS. INTEGRAL CURB AND SIDEWALK 6 1/2" 5 1 /2" 1/2"R -- 1 R Q 1/2"R Q d � v c n d a a4 ° a I CEMENT CONCRETE BAFRRIER CURET AND GUTTER - - - -- -- -- - 15 5, 5 5, - EDGE AROUND EACH PANEL BROOM FINISH EXPANSION JOINT SCORE MARK EXPANSION JOINT - f'I_A,I•JTER STRIP -/ - - - -- - - - - -- (AS REQ.) 15' CURB 8c GUTTER SIDEWALK - PLANTER STRIP 5' MIN (AS REG.) Q 10" 2 1 /2" I 5" 12 1 /2" CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT F -10 42 -00 PER YELM 0WG 4-13 (D Cj MENT CONCRETE CURBS TO SCALE NOTE`_:: MINIMUM 0.75' CEMENT CONC, 1. EXPANSION •JOINT MATERIAL TO BE 3/8" THICK PREMOLDED w JOINT FILLER FULL THICKNESS OF CONCRETE. OR MATCH EXISTING PLUS 0.08', Z FORM µ.ND SUBGRADE INSPECTION REQUIRED BEFORE Q POURING CONCRETE MINIMUM 0.25' CLASS 'B' A,C,P,. CSS -1 TACK SHALL BE APPLIED CITY OF YELM 3. SCORE MARKS SHALL BE t1 /8" WIDE BY t1/4" DEEP. FOR DEPT. OF PUBLIC WORKS SIDEWALKS OVER 8' 114 WIDTH, A LONGITUDINAL SCORE 0.67' GRAVEL BASE MARK SHALL BE MADE ALONG CENTER OF WALK, CEMENT CONCRETE 4, E. %F'APJSION JOINTS SHALL BE INSTALLED IN CURB AND SIDEWALK GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB USING PAVING ASPHALT AR4000W. RETURNS. EXPANSION JOINTS SHALL BE PLACED IN fv v Q•: SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND APPROVED DWG. NO. GUTTER WHEN SIDLWALK IS ADJACENT TO CURB AND c.0 SURFACING GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. PUBLIC WORKS DIRECTOR DATE 4-11 EXISTING DES. DWN. CKD. DATE JEC S -C S -C S -C 10/3/94 CEMENT CONCRETE SIDEWALK NOT TO SCALE Z w 0 z w u o w w F-4 ajo Z "J o �Q o ° N Z w N (n z w Ln M: Z-- g C3 ci z a NOTES: 1. ALL MATERIALS, WORKMANSHIP, AND INSTALL- ATION SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATION$ FOR ROAD, FRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARDS. CITY OF YELM DEFT. OF PUBLIC WORKS TRENCH- PAVEIVENT RESTORATION DETAIL APPROVED DWG. No PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE S -C S -G S -C 1D/7 j 94 TRENCH PAVEMENT RESTORATION DETAIL NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -555 p •11� S E 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 07,21.08 BY DATE SCALE:NTS DATE: 07,30.08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY NOTES AND DETAILS C21 SHEET 21 OF 31 �i'H SIIB�(TiAA� Jul 8 zor` MINIMUM 0.75' CEMENT CONC, P'VMT. w OR MATCH EXISTING PLUS 0.08', SEE STANDARD PLAN A -1 Q WHICHEVER IS GREATER, MINIMUM 0.25' CLASS 'B' A,C,P,. CSS -1 TACK SHALL BE APPLIED ° (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. 0.67' GRAVEL BASE PLUS 0,08', WHICHEVER IS GREATER ALL JOINTS SHALL 13E SEALED APPLIED IN MAXIMUM D.17' LIFTS USING PAVING ASPHALT AR4000W. 0.67' GRAVEL BASE fv v Q•: tr o.'' 0.17' CRUSHED COMPACTED TO 95%; ` c.0 SURFACING OF MAXIMUM DENSITY 0.17' CRUSHED EXISTING PER. 2- 03.3(14)D 0 PAVEMENT TRENCH BACKFILL Z NOTES: 1. ALL MATERIALS, WORKMANSHIP, AND INSTALL- ATION SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATION$ FOR ROAD, FRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARDS. CITY OF YELM DEFT. OF PUBLIC WORKS TRENCH- PAVEIVENT RESTORATION DETAIL APPROVED DWG. No PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE S -C S -G S -C 1D/7 j 94 TRENCH PAVEMENT RESTORATION DETAIL NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -555 p •11� S E 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 07,21.08 BY DATE SCALE:NTS DATE: 07,30.08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY NOTES AND DETAILS C21 SHEET 21 OF 31 �i'H SIIB�(TiAA� Jul 8 zor` MINIMUM 0.75' CEMENT CONC, P'VMT. SAW CUT E>ISTING PAVEMENT. OR MATCH EXISTING PLUS 0.08', SEE STANDARD PLAN A -1 EMULSIFIED ASPHALT GRADE WHICHEVER IS GREATER, MINIMUM 0.25' CLASS 'B' A,C,P,. CSS -1 TACK SHALL BE APPLIED (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. 0.67' GRAVEL BASE PLUS 0,08', WHICHEVER IS GREATER ALL JOINTS SHALL 13E SEALED APPLIED IN MAXIMUM D.17' LIFTS USING PAVING ASPHALT AR4000W. 0.67' GRAVEL BASE fv v Q•: tr o.'' 0.17' CRUSHED COMPACTED TO 95%; ` s' SURFACING OF MAXIMUM DENSITY 0.17' CRUSHED EXISTING PER. 2- 03.3(14)D SURFACING PAVEMENT TRENCH BACKFILL TOP COURSE COMPACTED PER, TYP. TRENCH BACKFILL 2- 03.3(14)C METHOD L 1' MIN - _ COMPACTED PER, TYP. 2- 03.3(14)G METHOD B NOTES: 1. ALL MATERIALS, WORKMANSHIP, AND INSTALL- ATION SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATION$ FOR ROAD, FRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARDS. CITY OF YELM DEFT. OF PUBLIC WORKS TRENCH- PAVEIVENT RESTORATION DETAIL APPROVED DWG. No PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE S -C S -G S -C 1D/7 j 94 TRENCH PAVEMENT RESTORATION DETAIL NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -555 p •11� S E 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 07,21.08 BY DATE SCALE:NTS DATE: 07,30.08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY NOTES AND DETAILS C21 SHEET 21 OF 31 �i'H SIIB�(TiAA� Jul 8 zor` MINIMUM 0.75' CEMENT CONC, P'VMT. TRANSVERSE (� ONSTRUCTION JOINT. OR MATCH EXISTING PLUS 0.08', SEE STANDARD PLAN A -1 WHICHEVER IS GREATER, SAW CUT .EXISTING PAVEMENT. 0.67' GRAVEL BASE ^ COMPACTED TO 959 .��`.« � s x� "' . , OF MAXIMUM DENSITY 0.17' CRUSHED EXISTING PER. 2- 03.3(14)D SURFACING RIGID PAVEMENT TOP COURSE TRENCH BACKFILL 1' MIN. COMPACTED PER, TYP. 2- 03.3(14)C METHOD L NOTES: 1. ALL MATERIALS, WORKMANSHIP, AND INSTALL- ATION SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATION$ FOR ROAD, FRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARDS. CITY OF YELM DEFT. OF PUBLIC WORKS TRENCH- PAVEIVENT RESTORATION DETAIL APPROVED DWG. No PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE S -C S -G S -C 1D/7 j 94 TRENCH PAVEMENT RESTORATION DETAIL NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -555 p •11� S E 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 07,21.08 BY DATE SCALE:NTS DATE: 07,30.08 PROJECT #: 07118.10 SHEET NAME: ACCESS WAY NOTES AND DETAILS C21 SHEET 21 OF 31 �i'H SIIB�(TiAA� Jul 8 zor` rn 3 -o V) Q H w 0 00 i 0 0 N >, 5 0 E v U) 0 z 00 r r 0 0 cn U w O 0 E c- oo N c0 I 0 0 N r; 0 5 z O c.� W �n J i- c� I ,, I . )) 1 -7,nnn GENERAL NOTES: 1. THIS MONUMENT TO BE USED IN BITUMINOUS OR ASPHALT CONCRETE PAVEMENT INHERE CASED MONUMENT IS NOT REQUIRED 2. CONCRETE BASE DIMENSIONS SHOWN ARE MINIMUM. CONCRETE BASE NEED NOT BE FORMED. 3. CAF' SHALL BE 2" MIN, GIAM, BRASS PLUG MARKER 4. CONCRETE TO BE PLACED ON A FIRM AND UNYIELDING FOUNDATION. — 12' —'-� I I EXTRUDE URB 3 C21 I I/ Z- [_u. �Ivlwl_ f STEEL_ OR IRON >r C1 TY OF YELM DE ='T. OF PUBLIC VVOR��S CA `.T T I [\,] E L- A T E MTNUP /1Er\1T APPROVED DWG. NO. PUBLIC W0--(KS DIRECTOR DATE 4—'16 DES. DWN. CKD, DATE AEI; S -C S -C S –C 10/3/94 ROAD MONUMENT (D IVOT TO SCALE 9' —.. PARKING 6' — SIDEWALK 1x _ 2% k -iI1 III ,: INTEGRAL CURB 3 0.17" ASPHALT CONCRETE 0.17" C.S.T.C. 0.67" GRAVEL BASE ROAD SECTION (ACCESS WAY A NOT TO SCALE - 20' PARKII 1'9V 61 . 2' I I i 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 40' — EXST U11L ESMT R /Wt AFN 3078377 R/W 55' 20' I 35' T I 20' EX ROW PROPOSED 15' DEDICATED ROW � � 2.5't 5 5.5't � 10' PROP 15' 22 PLANTER SIDEWALK PLANTER UT1L ESMT 15.7' -16.3' I STRIP STRIP 2% X t2.0 %EXSNG) f2% (EXISTING) A _ y -- -- _ CEMENT CONC. BARRIER CEMENT CONC. SIDEWALK CURBAND GUTTER e3 B 2 2 4" CLASS B ASPHALT CONCRETE CREEK STREET CROSS SECTION 2" CRUSHED SURFACING TOP COURSE 4 NOT TO SCALE 8" GRAVEL BASE I 1 126' APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: - 20' GARA( �— 19' — 2 19' 19' 28' AIRPORT --2 CARPORT I 6' I SIDEWAY}( 20' 11.5' — 11.5' 20' RPARKING 11.5' 11.5' PARKING PARKING i I - _) -- 0 5% II III y J oil T1 INTEGRAL INTEGRAL CURB 3 C21 RUNOFF FLOWS UNDER CARPORT (TYP) WA 6' SS I 6 ROAD SECTION (ACCESS WAY D NOT TO SCALE EXTRUDED CURB 3) I C21 SS —6' ROAD SECTION (ACCESS WAY B NOT TO SCALE 20' PARKING 8' SIDEWALK 2% ,1.4% 3 •17" ASPHALT CONCRETE INTEGRAL CURB C21 0.1_�" C.S.T.C. 0.67" GRAVEL BASE /_ CLASS 3000 CONCRETE —1 11 -1 11 -1 I I —I I I —I I Ed I i I I —I I I —I I Ifs 1=1 T I_I I I- 95% COMPACTED SUBGRADE NOTE: 1. CONSTRUCT WITH 6' x 6' NUMBER 10 WELDED WIRE MESH 2. PROVIDE EXPANSION JOINTS EVERY 10'. ;EMENT CONCRETE PAVEMENT SECTION NOT TO SCALE FOR GARBAGE ENCLOSURES ICC�bs�ib�le r�gyal@ •�+htf #O +w ►eons ■ +"■ w"■ .-4 M4 i i,i w I r w 0. w s a w" i ►•/ .- 1.4 6. 1- r a a atin 01 ruin 96 ruin 96 man 2w0 2+010 �4�4► Ilan A € €c .55ANE Space at frig! Row Fig. A5 Parking, :apacq }t0motla-e-5, ADA STALL .evz �►� •ww■ .. w.rwwr�w.ww■ www.•��rwu. wr rose ■aw..w.w■ .■ U CJ t3 132 enln la6donl 132 mvm 122 owo ImIrli aim 33$4 RS#ti 324 ftilei 0i tJrjr -cesso AarJt ia'q spacc D-osjen Fig. A5 Parking Sporor A1tgsin.P0v -c 4 NOT TO SCALE ADA STANDARDS 2003, FIG. A5 1 2' 11.5' I _1.0% WA 6' I ' EXTRUDED CURB (PROJECTED) I ROAD SECTION (ACCESS WAY C NOT TO SCALE CARPORT SIDEWALK 17" ASPHALT CONCRETE 'r i / vv�i.asr�.f ,f • ' , : �_ CARPORT ,J_� • / 6' -0" 4' 2 1 /2" 9w 13 BARS (2) . LJ o- 8" MIN 13/16' DIA HOLES 10" MAX. 3:1 SAND & CEMENT GROUT 1" DEPTH NON- SHRINK GROUT I r z 2" CLEARANCE (TYP) t'- BARS✓ 8 CURB STOPS NOT TO SCALE 2" DIA. {- SCH.40 CONCRETE NOT TO SCALE PROPOSED GRADE Z M in Z CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -555 z uj 0 U z w U 0 w w W V) oC z LLJ o Q o 0 N 0- E ti c N m N F-- z w N o z 0 U z a w Cie Q Ai ��, of ,►,, ,A? liGA K, 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 - sounclosoundenginc.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 31 aN suBMITTAL JUL 8 200 rn 3 vi _i Q H W 0 1 00 0 0 N a 7 0 .N C .0 0 -0 L N z a o` 00 r O 0 U W O tri I E 00 N 0 0 N 0 5 5' 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. NOTES CITY OF YELM, THURSTON COUNTY, WASHINGTON 1. AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE MESH HAVING A MINIMUM STORM DRAINAGE NOTES AND DETAILS AREA [IF 0.12 SQUARE INCHES PER FOOT MAY BE USED, WIRE MESH SHALL NOT BE PLACED IN KNOCKOUTS. 2. THE KNOCKOUT DIAMETER SHALL NO•f BE GREATER THAN 20'. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF' 2' MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR FRAME AND VANED GRATE IN ACCORDANCE WITH STANDARD SPE=CIFICATION 9 -04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL BE 5'. 3a' 30• 4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO 2a c'p. ADJUSTMENT SECTION. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS MAY BE: SLOPED AT A RATE OF L24 OR STEEPER. 6. OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTI ❑N. Icy✓ 6' OR 12' ONE #3 BAR HOOP FOR 6' TWO #3 BAR HOOPS FOR 12' RECTANGULAR ADJUSTMENT SECTION 2�p'( HpTF #3 BAR EACH CORNER 18' MIN. #3 BAR HOOP v PRECAST BASE SECTION �J Ld Q z z O LL o, :. N ENO 24" F� • PIPE ALLOWANCES •- .• >:. � • > ' D FLAT SLAB TOP �� '"" � MAXIMUM PIPE MATERIAL INSIDE MINIMUM DISTANCE BETWEEN KNOCKOUTS DIAMETER 12' REINFORCED OR PLAIN CONCRETE 15' ALL METAL PIPE (CPSSP SPEC. 05.20) 12' (STD. 9- STD. SPEC. 9 -05.20 SOLID WALL PVC 15' (STD. SPEC. 9- 05.12(1)) 15' PROFILE WALL PVC (STD. SPEC. 9- 05.12(2)) 21" CORRUGATED POLYETHYLENE: STORM SEWER PIPE 1 CATCH BASIN TYPE 1 NOT TO SCALE PER WSDOT 8- 5.20 -00 1. WHEN BOLT -DOWN GRATES ARE SPECIFIED IN THE CONTRACT, PROVIDE TWO SLOTS IN THE GRATE THAT ARE VERTICALLY ALIGNED WITH THE HOLES IN THE FRAME. LOCATION OF BOLT -DOWM SLOTS VARIES AMONG DIFFERENT MANUFACTURERS. 2. REFER TO STANDARD SPECIFICATION 9- 05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN B- 30.10. 4. THE THICKNESS OF THE GRATE SHALL NOT EXCEED 1 5/8'. �- SLOT -- SEE DETAIL AND NOTE 1 3 4" 1 1/4m BOLT -DOWN SLOT DETAIL SEE NOTE 1 RECTANGULAR HERRINGBONE GRATE NOT TO SCALE PER WSDOT B- 30.50 -00 1' OPENING ti s• i OR 12" PIPE ALLOWANCES •- .• >:. � • > ' D FLAT SLAB TOP �� '"" � MAXIMUM PIPE MATERIAL INSIDE MINIMUM DISTANCE BETWEEN KNOCKOUTS DIAMETER REINFORCED OR 18' PLAIN CONCRETE 24" ALL METAL PIPE 21" CPSSP* 18" STD. SPEC. 9 -05.20 0 I SOLID WALL PVC (STD. 21 • SPEC. 9-05.12(l)) • PROFILE WALL PVC (STD. 21" SPEC. 9-05.12(2)) 5" *CORRUGATED POLYETHYLENE STORM SEWER PIPE ONE BAR HOOP FOR 6' HEIGHT TWO BAR HOOPS FOR 12' HEIGHT a 2 CATCH BASIN TYPE 1L NOT TO SCALE PER WSDOT 8- 5.40 -00 NOTES 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE 'SECTION, FIBERS (PLACED ACCORDING TO THE STANDARD SPECIFICATION OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. 2. THE KNOCKOUT DIAMETER SHAD_ NOT BE GREATER THAN 26 ". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9 -04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALI_ BE 5'. 4. THE FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1:24 OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE BASIN HAS BEEN PLACED. #3 B SEE NOTE 1 NOTES 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. CATCH BASIN FRAME AND VANED GRATE 3' THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR OR MANHOLE RING AND COVER DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. HANDHOLD 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN A 41 ACCORDANCE WITH STANDARD SPECIFICATION 9 -04.3. ZW8 OD• •- .• >:. � • > ' D FLAT SLAB TOP �� '"" � Z O MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS •D ' lL O •D 24" 48' W. 60" 72r 84 OR 86" > . 0 8' 0.23 MORTAR (TYP.) 0 I D in >` 42" • ST OR 0.19 LLADD _ o Z iv O FILLET REINFORCING STEEL (TYP.) A " C4 N t2. GRAVEL BACKFILL FOR e PIPE ZONE BEDDING T I6• _ '0" RING 12" GRAVEL BACKFIll. FOR CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE ICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REI NFORCING ST= 2 in ft. IN EACH ON SEPARATE BASE INTEGRAL BASE 48" 24" 6' 36' 8' 0.23 0.15 54" 4.5' 8" 42" 8' 0.19 0.19 60" 5" 8' 48" 8" 0.25 0.25 72" 6" 8" 60' 12" 0.35 0.24 84" 8' 12' 1 72' 1 12" 0.39 0.29 96' 8" 12' 84' 1 12' 0.39 0.29 PIPE ALLOWANCES CATCH BASIN DIAMETER PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER CONCRETE ALL METAL CPSSP SOLID WALL PVC 4) PROFILE WALL PVC ol 48" 24" 30" 24" 27" 30" 54' 30" 36" 30" 27" 36" 60' 36" 42" 36" 36" 42" 72" 42' 54" 42" 36" 48" 84' 54" 60" 54" 36" 48' 96' 60" 72" 60" 36' 48" 6= PIPE ZONE BEDDING 1) CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9- 05.20) �- ® (STD. SPEC. 9- 05.12(1)) ® (STD. SPEC. 9- 05.12(2)) 4 CATCH BASIN TYPE 2 NOT TO SCALE 1/2" WIDI RAISE APPROVED FOR CONSTRUCTION BY: DATE:- DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: nn i u� nvi i i nvnr wow � �� •• • � • AVAILABLE FOR ALL PLASTIC PIPING SYSTEMS NOTES: CONTRACTOR TO PROVIDE DRAIN BASINS OR INLINE BASINS AND APPROPRIATE GRATES AS SUPPLIED BY ADVANCED DRAINAGE SYSTEMS, INC. (ADS) OR APPROVED EQUIVALENT AT THE LOCATIONS SHOWN ON THE PLANS. INSTALLATION SHALL BE DONE PER THE MANUFACTURERS RECOMMENDATIONS. 5 YARD DRAIN NOT TO SCALE 10" 9" 8 3/4- . CLEAN OUT 6 NOT TO SCALE PER WSDOT B- 85.40 -00 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -555 z US 0 U z w U E3 ii U � 'S, w Lip F-A En ce Q o � N pG N �z u= N Z w Ln o z U O z a I 0 z U . HOIr pF WASAF, c fll /o f >v % �r rte+ SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428 -0800 FAX: (253) 428 -8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E-MAIL: JHAUG @SOUNDENGINC.COM DRAWN: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE:NTS DATE: 07.30.08 PROJECT #: 07118.10 SHEET NAME: STORM DRAINAGE NOTES AND DETAILS C23 SHEET 23 OF 31 ate s�a� �u� s zoi� rn 3 v J w 0 010 T n O 0 N 75 v E .a .D 0 z Q IY 0 Oo r- n 0 r 0 0 H U W O 0! t1 I E a- 00 N I 0 0 N 0 CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON WATER QUALITY NOTES AND DETAILS 30 "0 FRAME AND COVER (TYP) (SEE NOTE 4) FLOW SPREADER (TYP) PERMANENT POOL ENERGY DISSIPATOR CARTRIDGE (TYP) (SEE NOTE 2) GRADE RING (TYP) UNDERDRAIN MANIFOLD 8'x 16' STORMFIL_TER - SECTION VIEW :(, °J2006 CONTECH Stormwater Solutions \I Qp 4' -6" MIN (SEE NOTE 7) THE STORMWATER MANAGEMENT StormFilter0 U.S. PATENT No. 5,322,629, No. 5,707,527, No. 6,027,639 No. 6,649,048, No. 5,624,576, AND OTHER U.S. AND FOREIGN PATENTS PENDING AZQP V 8' x 16' PRECAST STORMFILTER IDRAWINGI ••.% %►� i ■ ::.ter! STORMWATER PLAN AND SECTION VIEWS STANDARD DETAIL SOLUT- IONS.,.. contechstormwater.com DATE: 09129/05 SCALE.: NONE FILE NAME: SF816- PC -DTL 1 112 DRAWN: MJW CHECKED: ARG APPROVED FOR CONSTRUCTION BY: DATE:_ DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: GENERAL NOTES 1) STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800) 548 - 4667 SCARBOROUGH, ME (877) 907 -8676; ELKRIDGE, MD (866) 740 -3318. 2) FILTER CARTRIDGE(S) TO BE SIPHON - ACTUATED AND SELF- CLEANING. STANDARD DETAIL DRAWING SHOWS MAXIMUM NUMBER OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW. 3) PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE: WITH ASTM C857 AND C858. (DETAIL DRAWING REFLECTS DESIGN INTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 4) STRUCTURE AND ACCESS COVERS TO MEET AASHTO H -20 LOAD RATING. 5) STORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LESS DROP 15 AVAILABLE, CONTACT CONTECH STORMWATER SOLUTIONS. 6) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST STORMFILTER VAULT EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS. 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM IS REQUIRED, CONTACT CONTECH STORMWATER SOLUTIONS FOR OTHER OPTIONS. 8) ANTI - FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF THE STRUCTURE. 9) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION 30 "0 FRAME AND COVER (TYP) (SEE NOTE 4) BAFFLE l L. WALL FLOW SPREADER BALLAST (SEE NOTE 8) HEIGHT UNDERDRAIN _� MUM --1 I —� MANIFOLD 8'x 16' STORMFILTER - SECTION VIE_ 3 "2006 CONTECH Stormwater Solutions 8'x 16' PRECAST STORMFILTER DATA STRUCTURE ID SF WATER QUALITY FLOW RATE cfs 0.68 PEAK FLOW RATE cfs DIVERTED RETURN PERIOD OF PEAK FLOW rs) 100 # OF CARTRIDGES REQUIRED 28 CARTRIL)GE FLOW RATE 15 OR 7.5 m 11.25 MEDIA TYPE (CSF, PERLITE, ZPG ZPG PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 341.20 ADS 12" INLET PIPE #2 N/A OUTLET PIPE 338.20 ADS 12" RIM 346.17 FLOW --► 346.25 LADDER YES /NO ANTI - FLOTATION BALLAST WIDTH HEIGHT N/A N/A NOTES /aPECIAL REQUIREMENTS: THE STORMWATER MANAGEMENT StormFilterO U.S. PATENT No. 5,322,629, No. 5,707,527, No. 6,027,639 No. 6,649,048, No. 5,624,576, AND OTHER U.S. AND FOREIGN PATENTS PENDING Ate_ \I /�_UTCA_V� 13'x 16' PRECAST STORMFILTER " TOP AND SECTION VIEWS, NOTES AND DATA 2 STORMWATER --.� SOLUTIONS K STANDARD DETAIL 212 contechstormwater.com DATE: 09/29/05 1 SCALE: NONE I FILE NAME: SF816- PC-DTL DRAWN: MJW I CHECKED: ARG CONTECH 8_ 16' STORMFILTER NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -555 z w 0 Z w u � W oa w w w z� o o ° ce N S zt- I OD N N f— Z w z C) 0 t:n C�u z a LLJ Q a T F_ z 0 z t 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: 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 C24 SHEET 24 OF 31 4TH SUBAIMA1 JUL 8 2011 rn 3 Q H LALJ 0 010 r- 0 O 0 N T 5 v -v C9 z Q o: 00 r; r O O i 0 UJ O o: I 0. 00 N O O s N O 5 SIZE A B 1 1/2" 13 1/4" 15" Z" 17 1/A." 15" APPRCGVED METER BOX LID - 1730 DI READER LID BOX -- 8CF 1730 X 12 BASE OR APPROVED EQUAL 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 4" DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CONCRETE —�- 4" l -- 3' . y A. / a \ 2. V I tb SIDE FRONT VALVE MARKER POST 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) NOTE: 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL (SAME COLOR AS HYDRANT - SEE DETAIL 6 -7 \\ . 2 y . CEMENT CONCRETE a CLASS 3000 HYDRANT BOLLARD CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS VALVE MARKER POST Sc HYDRANT BOLLARD DETAIL APB PIi0YE8 .� DWG. NO. PUBLIC WORKS DIRECTOR DATE 6-12 DES. I)WN. CKD. DATE ES JEG 1 P 4/2007 VALVE MARKER POST & HYDRANT BOLLARD NOT TO SCALE CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON WATER SYSTEM NOTPq AN D D_ E-TAILS Paint Hydrant Sun Yellow High Grade Enamel # 13312 —� 4" c / To suit trench depth 811 i i Top view operating nut I�— Limits of payment Weather shield and Hydrant Lock Bonnet 21 /2"Hose connection with threads _ 4 1 /2" Steamer connection with NST threads & 5" Storz adapter Style S -37 w /SC cap 18" -24" Standpipe 3' Minimum -�- Each Pipe Joint 6" #1106 ESAA tron, T{ Inc. Megalug r, M a U 2.5' MIN, p W 4 HYDRANT OFFSET See valve box and valve stem detail - 6-11 /- Ground 6" Flanged fire hydrant tee V6" Class 52 ductile iron W pipe cut to length 6" gate valve, FL X MJ - - - - - -- See note below — Varies 4 "x8 "x 16" concrete block Hydrant shoe Backfill to top of drain ring housing bolts with 2" washed rock as shown Plastic barrier between thrust block and tee 6' x 6' sheet of 11 mil, plastic or con- struction fabric, covering 2" washed rock Notes Concrete thrust block 1. Hydrants shall be located in cast -in- -place against accordance with Section 6.060. fitting only In addition, a minimum three foot radius unobstructed working area shall be provided around all hydrants. CITY OF YELM, WASHINGTON 2. Hydronis shall be Dresser M & H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AVK Series 2780 or Mueller Centurion FIRE HYDRANT 3. Gate valves shall be resilient wedge NRS with 0 -ring sea)s. Volvo ends shall be Mechanical joint by ANSI flanges. _ Valves shall conform to AWWA 509 -80. �APPROV> Q DWG. N0. Valves shall be Mueller M &H, Kennedy, Clow R/W or Waterous Series 500. PUBLIC WORKS DIRECTOR DATE 67 4. Fire Hydrant lock payment is required DES. DWN. CKD. DATE city will order and install. ES JEG TP 4/2007 2 FIRE HYDRANT NOT TO SCALE zla e.. \ Q' UJ a METER BOX -- -+- ffmaBRa TOP VIEW TOP !VIEW TOP j VIEW 1 1/2 " -2" POLYETHYLENE LINE-,.. I r -BALL VALVE 1 1/2"--2" MALE �-� A -- 17" Y SIDE VIEW ADAPTER CROSS GATE VALVE HORIZ. BEND 2" RESILIENT 13ALL VALVE (CURB STOP) \ WEDGE e GATE VALVE CHECK VALVE_ SERVICE SADDLE TEE WITH 30" CROSS WITH I ROMAC 202S OR PLUG --- - PLUGS 2% SLOPE TO BOX 48 TO CENTER OF 80X a CURB D _ CHECK VALVE 14 GAU EG D...� .. / —BALL VALVE - VERTICAL BEND INSULATED A COPPER v. . STANDARD 1. CONCRETE THRUST BLOCKING TO BE TONING WIRE 4 �.v . BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- METER TWEEN ALL THRUST BLOCKS & FITTINGS. APPRO WRAPPED 1 1/2" -• B11 -666 AROUND THE 2" __ B11 -777 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM —��=` REST DIAMETER. PIPE (SEE 1 1/2" - C,56 - fif GENERAL DATE B 12" 2" - C136 - 77 \ NOTES NO. ES JEG TP 4/2007 7) FORD PACK JOINT \ CORPORATIO STO TYPE 48 1 ° I E I PLASTIC LINE (USE 200 PSI PHILLIPS DRISCO PIPE BY —PASS VALVE 5100 POLYETHYLENE PIPE) W /LOCKABLE CAF' 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 PUB[ IC WORKS PACK JOINTS. -� 2. ALL SERVICE SADDLES SHALL HAVE RUBBER / 2 �� T 0 2 GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: METER SERVICE 1 1/2" - FORD VSH 76 -15013 OR EQUAL 2" - FORD VBH 77 -15817 OR EQUAL AP�uEIL DWG NO, 4, ALL 1 1/2" AND 2" SADDLES WILL BE �. >� 2" TAPS WITH BRASS 2" NIPPLE AND 2" RESILENT WEDGE GATE VALVE AND 910 PUBLIC WORKS DIRECTOR DATE 63 HOUSING AND SDR -21 PVC PIPE HOUSING DES. DWN. CKD. DATE ES JLG �TP 1 4/2007 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 4" DIAMETER SCHEDULE 20 STEEL POST FILLED WITH CONCRETE —�- 4" l -- 3' . y A. / a \ 2. V I tb SIDE FRONT VALVE MARKER POST 4" DIA. (6" DIA. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) NOTE: 3. 1. LOCATE POSTS 3' FROM HYDRANT DO NOT BLOCK HYDRANT PORTS 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL (SAME COLOR AS HYDRANT - SEE DETAIL 6 -7 \\ . 2 y . CEMENT CONCRETE a CLASS 3000 HYDRANT BOLLARD CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS VALVE MARKER POST Sc HYDRANT BOLLARD DETAIL APB PIi0YE8 .� DWG. NO. PUBLIC WORKS DIRECTOR DATE 6-12 DES. I)WN. CKD. DATE ES JEG 1 P 4/2007 VALVE MARKER POST & HYDRANT BOLLARD NOT TO SCALE CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON WATER SYSTEM NOTPq AN D D_ E-TAILS Paint Hydrant Sun Yellow High Grade Enamel # 13312 —� 4" c / To suit trench depth 811 i i Top view operating nut I�— Limits of payment Weather shield and Hydrant Lock Bonnet 21 /2"Hose connection with threads _ 4 1 /2" Steamer connection with NST threads & 5" Storz adapter Style S -37 w /SC cap 18" -24" Standpipe 3' Minimum -�- Each Pipe Joint 6" #1106 ESAA tron, T{ Inc. Megalug r, M a U 2.5' MIN, p W 4 HYDRANT OFFSET See valve box and valve stem detail - 6-11 /- Ground 6" Flanged fire hydrant tee V6" Class 52 ductile iron W pipe cut to length 6" gate valve, FL X MJ - - - - - -- See note below — Varies 4 "x8 "x 16" concrete block Hydrant shoe Backfill to top of drain ring housing bolts with 2" washed rock as shown Plastic barrier between thrust block and tee 6' x 6' sheet of 11 mil, plastic or con- struction fabric, covering 2" washed rock Notes Concrete thrust block 1. Hydrants shall be located in cast -in- -place against accordance with Section 6.060. fitting only In addition, a minimum three foot radius unobstructed working area shall be provided around all hydrants. CITY OF YELM, WASHINGTON 2. Hydronis shall be Dresser M & H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or American AVK Series 2780 or Mueller Centurion FIRE HYDRANT 3. Gate valves shall be resilient wedge NRS with 0 -ring sea)s. Volvo ends shall be Mechanical joint by ANSI flanges. _ Valves shall conform to AWWA 509 -80. �APPROV> Q DWG. N0. Valves shall be Mueller M &H, Kennedy, Clow R/W or Waterous Series 500. PUBLIC WORKS DIRECTOR DATE 67 4. Fire Hydrant lock payment is required DES. DWN. CKD. DATE city will order and install. ES JEG TP 4/2007 2 FIRE HYDRANT NOT TO SCALE STANDARD BLOCKING DETAIL NOT TO SCALE 7_7 /7� clot hr n•bT,. r,�r =TTERS 'RINKLER" 40 :D STEEL RESTORATION DEPTH VAFIES. TRENCH BACKFILL SEE NOTE 1, 2, 3 & 5 BEDDING MATERIAL SEE NOTE 4 N 01 -E S: APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: X $" )CK 0 GALVANIZED PED WITH me CITY OF YELM, WASHINGTON FIRE DEPARTMENT CONNECTION APPROVED DWG. NO. _V___11� � "—"" -- PUBLIC WORKS DIRECTOR DATE 6-4.4 DES. OWN. CKD. DATE ES JEG TP 4/2007 FIRE DEPARTMENT CONNECTION NOT TO SCALE YELM DETAIL 6-4.4 TRACE TAPE 12" TO 18" UNDER THE FINAL GRADE, TRACER WIRE (SEE GENERAL WATER NOTES NO. 7) 4 6' MIN. UNDISTURBED SOIL 1. A MINIMUM COVER OF 3.5' SHALL BE MAINTAIAJED, EXCEPT AS REQUIRED AT CONNECTION POINTS. 2. NATIVE iACKFILL SHALL CONSIST OF CRUSHED'. PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE HAT 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 C)THER CITY APPROVED EQUAL. NO SUBSTUTIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. S. WHERE NATIVE MATERIALS HAVE BEEN DEEMED 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 APPRO DWG. N0. PUBLIC WORKS DIRECTOR DATE 6 —" 15 DES. DWN. CKD. DATE ES JEG TP 14/2007 TYPICAL WATER MAIN TRENCH & BEDDING NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -555 r z UJ LU0 z U oW W LU UJ CO Q Q °o cl Z U_ �ICO N cn o Z U 0 oC Z 0 z " no9 ti, tq r 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 4: 07118 SHEET NAME: WATER SYSTEM NOTES AND DETAILS C25 SHEET 25 OF 31 e.. \ TOP VIEW TOP !VIEW TOP j VIEW I I WYE SIDE VIEW �. . SIDE VIEW Y SIDE VIEW _ TEE _ CROSS GATE VALVE HORIZ. BEND \ \ e TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS 45° — 90° - VERTICAL BEND CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS NOTES: STANDARD 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. APPRO DWG. ND, 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM —��=` -- 6-13 DIAMETER. PUBLIC WORKS DIRECTOR DATE DES. CKID. DATE ES JEG TP 4/2007 STANDARD BLOCKING DETAIL NOT TO SCALE 7_7 /7� clot hr n•bT,. r,�r =TTERS 'RINKLER" 40 :D STEEL RESTORATION DEPTH VAFIES. TRENCH BACKFILL SEE NOTE 1, 2, 3 & 5 BEDDING MATERIAL SEE NOTE 4 N 01 -E S: APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: X $" )CK 0 GALVANIZED PED WITH me CITY OF YELM, WASHINGTON FIRE DEPARTMENT CONNECTION APPROVED DWG. NO. _V___11� � "—"" -- PUBLIC WORKS DIRECTOR DATE 6-4.4 DES. OWN. CKD. DATE ES JEG TP 4/2007 FIRE DEPARTMENT CONNECTION NOT TO SCALE YELM DETAIL 6-4.4 TRACE TAPE 12" TO 18" UNDER THE FINAL GRADE, TRACER WIRE (SEE GENERAL WATER NOTES NO. 7) 4 6' MIN. UNDISTURBED SOIL 1. A MINIMUM COVER OF 3.5' SHALL BE MAINTAIAJED, EXCEPT AS REQUIRED AT CONNECTION POINTS. 2. NATIVE iACKFILL SHALL CONSIST OF CRUSHED'. PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE HAT 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 C)THER CITY APPROVED EQUAL. NO SUBSTUTIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. S. WHERE NATIVE MATERIALS HAVE BEEN DEEMED 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 APPRO DWG. N0. PUBLIC WORKS DIRECTOR DATE 6 —" 15 DES. DWN. CKD. DATE ES JEG TP 14/2007 TYPICAL WATER MAIN TRENCH & BEDDING NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -555 r z UJ LU0 z U oW W LU UJ CO Q Q °o cl Z U_ �ICO N cn o Z U 0 oC Z 0 z " no9 ti, tq r 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 4: 07118 SHEET NAME: WATER SYSTEM NOTES AND DETAILS C25 SHEET 25 OF 31 3 0 J a w 0 010 0 O N -j E V) v M N c� z Q 00 n O 0 H U w 0 w i 1 E N io O a N O 5 WATER MAIN INSTALLATION GENERAL NOTES _ 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANI WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1120, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIME14SION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)B. POLYVINYL CHLORIDE (PVC) PIPE (4 -12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OR 13, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.1(5)A. POLYVINYL CHLORIDE (PVC) PIPE (14-20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WAIL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2(1). SIX -INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509 -80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVK. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2 -INCH WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UP" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KT, MANUFACTURED BY 3 -M OR APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE 'SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "Wo X INCH INTO CONCRETE. 11. CALL UNDERGROUND LOCATE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION ", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES. 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. 14. AFTER COMPLETION OF ALL ITEMS SHOW ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A "PUNCH UST" PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO 13E 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 PROVISION OF WATER SERVICE. 15.A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATIONS IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. OUTSIDE PAVED AREA 12' I -x-10" OR 18" TRACER WIRE - 1_ RECESSED HANDLE TYPE COVER 3' 4" + -•- -6" SDR 21 PVC PIPE INLAND FOUNDRY #248 .-3' x x 10' 6 3/4 VALVE BOX WITH CLASS 3000 8 3/4" o "WATER" CAST IN LID CONCRETE PAD 11 I1.0' - -- .- CSTC - OR OFCO 910 - Q. - - -- �� SECTION FINISHED GRADE - NOOEI N0, 2 OUTSIDE PAVED AREA I� -x-10" OR 18" TRACER WIRE - GATE CHECK CH CK GATE MIN. --1 MIN. ., O 6 J CHECK MIN. ^- $ /yT WATER METER, 3/4- (DCVA) VALVE SEE. NOTE 7. 6 -4,3 -- SEAL WITH AR4000W SUMP, SEE NOTE 9 12- MW. + -•- -6" SDR 21 PVC PIPE 12' MIN, 9�TM 40M UP PRECAST CONCRETE VAULT CONFORMING TO ASTM Acp _ '�' a o I 3034. RISER PIPE TO BE PLUMB AND CENTERED I1.0' - -- .- CSTC - I I OVER VALVE STEM. 4„ - r�ri IL , r�i�i CONCRETE BALLAST-/ Li 000 INSIDE ROADWAY -- ----- -VALVE STEM RISER REQUIRED WHEN M 36" IS EXCEEDED ! (LENGTH VARIES) NOTE: TRENCH BOTTOM 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 O VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT, O 3/16" Thk X 5 1/5" DIA STEEL GUIDE PLATE WELDED TO RISER SHAFT. d 2 "X2 "X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. iNOTE:_ ALL WELDS TO SHAFT SHALL BE 1/4" FILLET WELD ALL AROUND. AX. GATE VALVE SHOWN - SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS STANDARD VALVE BOX AAPPP-R- O -VFP_ DWG. NO. PUBLIC WORKS DIRECTOR DATE 6 - f 1 DES. DWN. rK D. DATE ES JEG TP 4/2007 C 2STANDARD VALVE BOX 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 I I %lr Y A r1 TAPPING VALVE 1 ) 1 FL x MJ L STAINLESS STEEL TAPPING SLEEVE VALVE AND SLEEVE SHALL BE CONCRETE THRUST BLOCK (TYP) GROUND GATE VALVE FLxMJ SUPPORTED AND BACKFILLED AS TEE SHOWN BELOW- RIGHT. 1/3 DIAMETER OF PIPE Yl CONTROLLED DENSITY BACKFILL /I-- -- 2' POURED WIDTH OF TRENCH SOLID BRICK SUPPORT CONCRETE THRUST BLI NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. MJ CUT IN TEES SHALL NOT BE PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS CONNECTION TO EXISTING MAIN APPROVE DWG. N0, PUBLIC WORKS DIRECTOR DATE 6-10 DES. DWN, CKD. DATE Es JEG TP 4/2007 CONNECTION TO EXISTING MAIN NOT TO SCALE PER YETI! 6 -10 GRAVEL BASE MATERIAL LIST: 12" THICK 1. SERVICE LINE 2. 90' BEND 3, UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (D.S.H.S. APPROVED) 7, RELIEF VALVE S. TESTS COCKS 9. DRAIN TO DAYLIG14T 10.PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING, TO BUILDING OR IRRIGATION SYSTEM CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER A--? YE� DWG, NO. PUBLIC WORKS DIRECTOR DATE 6-17 DES. DwN. CKD. DATE KR JLG TP 4/2007 REDUCED PRESSURE BACKFLOW ASSEMBLY - 2 OR SMALLER NOT TO SCALE MEGA LUG RING SEAL WITH MASTIC AND MORTAR DOUBLE STRAP SADDLE FLOW FROM MAIN - 2- GATE VALVE O WITH 2 OPEN NUT 2' B4O. 6 -4a SEE .1 B -10 CONCRETE METER,," 12- BOX WITH METAL LID R/W LINE N FOR DUAL SERVICE R/W LINE 12-1 =I -11 111� APPROVED FOR CONSTRUCTION BY: DATE: - DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: MEGA LUG RING SEAL WITH MASTIC AND MORTAR -, 1 - MIC A � ASTN D PLAN VIEW ` MORTAR FLOW TO FIRE DEPT. CONNECTIDN REMOVEABLE DOORS, SEE DETAIL 6 -4.2 GRAD FINISHED E p Z-1 w 0 U 1- w c> w 3: ° w tn Lu oC I.- 0 � N C.Y-, N _ z m N z W cn o z � O Ln LjoH z FLANGE COUPLING I FLANGE ADAPTOR 12' MIN. COUPLING ADAPTOR - I OS -Y NO. 1 NC 2 OS -Y _- U?RECAST CONCRETE VAUL & LID 3' MIN, GATE CHECK CH CK GATE MIN. --1 MIN. ., O 6 J CHECK MIN. ^- $ /yT WATER METER, 3/4- (DCVA) VALVE SEE. NOTE 7. 6 -4,3 -- SUMP, SEE NOTE 9 12- MW. 12' MIN, 9�TM 40M UP PRECAST CONCRETE VAULT SEE DETAIL III 6 -4.2 VALVE Boll 1 - MIC A � ASTN D PLAN VIEW ` MORTAR FLOW TO FIRE DEPT. CONNECTIDN REMOVEABLE DOORS, SEE DETAIL 6 -4.2 GRAD FINISHED E p Z-1 w 0 U 1- w c> w 3: ° w tn Lu oC I.- 0 � N C.Y-, N _ z m N z W cn o z � O Ln LjoH z 5 u I FLOWS 1116) MEGA LUG RING 2' GALV. ApUUJABLE STEEL T2" MIN. MAST WITH PIPE SUPPORTS $EE NOTE 8 30- MAXI MASTIC A MORTAR I� ZFLOC�)R ..-12 MIN. 1 1 lWASHED ROCK VALVE AT MAIN TO SLOPE SUMP, SEE NOTE 1 TO DRAIN CITY STD- (303.2 CITY OF YELM SECTION DEPT. OF PUBLIC WORKS DOUBLE DETECTOR CHECK VALVE APPROVED bWG. N0. PUBLIC DIRECTOR DATE 6-4 ES JEG TP 4/2007 DOUBLE DETECTOR CHECK VALVE NOT TO SCALE PER YELM 6-4 NOTES FOR: DOUBLE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) INSTALLATION 1. INSTALLiTION 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 IupANUAL OR CURRENT ADDITION. 2. BACKFLOW ASSEMBLY MUST BE SELECTED FROM WASHINGTON STATE DEPARTMENT OF HEALTH LIST OF BACKFLOW PREVENTION A,GSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE, LATEST EDITION, 3. UPON I STALLATION OF THE APPROVED BACIKFLOW ASSEMBLY, (AND YEARLY THEREAFTER), THE ASSEMBLY SHALL BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER, WHO SHALL PROMPTLY FORWARD 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. 5. ALL ELECTRICAL SHALL BE INSPECTED BY BY A WASHINGTON STATE ELECTRICAL INSPEC -TOR, 6. DDCVA MUST BE PURCHASED AS A UNIT, NO MODIFICATIONS TO ASSEMBLY ARE ALLOWED, 7. WATER METER SHALL BE A ROCKWELL SR -2 /CF OR AN APPROVED EQUAL, READING IN CUBIC FEET. 8. PIPE SUPPORTS SHALL BE RUST- PROTECTEID WITH ALUMINUM PAINT. 9. THE FIRE DEPARTMENT CONNECTION SHALL OE LOCATED WITHIN 15 FEET OF A FIRE HYDRANT BUT NOT LESS THAN 10 FEFT• 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 LOOPED WATER LINE SUPPLY. CITY OF YELM DEPT. OF PUBLIC WORKS DOUBLE DETECTOR CHECK VALVE NOTES APPRO DWG. NO. - Ti►... ----- PUBLIC WORKS DIRECTOR DATE ! �' DES. DWN. ATE ES JEG TP 4/2007 DOUBLE DETECTOR CHECK VALVE NOTES NOT TO SCALE PER YELM 6-4.3 CALL 48 HOURS I, BEFORE YOU DIG 1- 800 - 424 -555 Infa3 /I# SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc,com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: V SISSECK BY QR: JFH 07,21.08 BY DATE SCALE:NTS DATE: 07.30,08 PROJECT #: 07118 SHEET NAME: WATER SYSTEM NOTES AND DETAILS C26 SHEET 26 OF 31 Off! NOi'iAi, Jill. -Q zog _- U?RECAST CONCRETE VAUL & LID 3' MIN, SEE OF-TAIL 6 -4.2 9�TM 40M UP VALVE Boll I NOOEI N0, 2 2' s.0. flC_ UDDER SEE CITY STD MEGA LUG RING .nAVroa, TYP. NO, 303.2 FLANGE z `- COUPLING DAP ADAPTER � --SEAL WITH MASTIC z / 5 u I FLOWS 1116) MEGA LUG RING 2' GALV. ApUUJABLE STEEL T2" MIN. MAST WITH PIPE SUPPORTS $EE NOTE 8 30- MAXI MASTIC A MORTAR I� ZFLOC�)R ..-12 MIN. 1 1 lWASHED ROCK VALVE AT MAIN TO SLOPE SUMP, SEE NOTE 1 TO DRAIN CITY STD- (303.2 CITY OF YELM SECTION DEPT. OF PUBLIC WORKS DOUBLE DETECTOR CHECK VALVE APPROVED bWG. N0. PUBLIC DIRECTOR DATE 6-4 ES JEG TP 4/2007 DOUBLE DETECTOR CHECK VALVE NOT TO SCALE PER YELM 6-4 NOTES FOR: DOUBLE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) INSTALLATION 1. INSTALLiTION 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 IupANUAL OR CURRENT ADDITION. 2. BACKFLOW ASSEMBLY MUST BE SELECTED FROM WASHINGTON STATE DEPARTMENT OF HEALTH LIST OF BACKFLOW PREVENTION A,GSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE, LATEST EDITION, 3. UPON I STALLATION OF THE APPROVED BACIKFLOW ASSEMBLY, (AND YEARLY THEREAFTER), THE ASSEMBLY SHALL BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER, WHO SHALL PROMPTLY FORWARD 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. 5. ALL ELECTRICAL SHALL BE INSPECTED BY BY A WASHINGTON STATE ELECTRICAL INSPEC -TOR, 6. DDCVA MUST BE PURCHASED AS A UNIT, NO MODIFICATIONS TO ASSEMBLY ARE ALLOWED, 7. WATER METER SHALL BE A ROCKWELL SR -2 /CF OR AN APPROVED EQUAL, READING IN CUBIC FEET. 8. PIPE SUPPORTS SHALL BE RUST- PROTECTEID WITH ALUMINUM PAINT. 9. THE FIRE DEPARTMENT CONNECTION SHALL OE LOCATED WITHIN 15 FEET OF A FIRE HYDRANT BUT NOT LESS THAN 10 FEFT• 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 LOOPED WATER LINE SUPPLY. CITY OF YELM DEPT. OF PUBLIC WORKS DOUBLE DETECTOR CHECK VALVE NOTES APPRO DWG. NO. - Ti►... ----- PUBLIC WORKS DIRECTOR DATE ! �' DES. DWN. ATE ES JEG TP 4/2007 DOUBLE DETECTOR CHECK VALVE NOTES NOT TO SCALE PER YELM 6-4.3 CALL 48 HOURS I, BEFORE YOU DIG 1- 800 - 424 -555 Infa3 /I# SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc,com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: V SISSECK BY QR: JFH 07,21.08 BY DATE SCALE:NTS DATE: 07.30,08 PROJECT #: 07118 SHEET NAME: WATER SYSTEM NOTES AND DETAILS C26 SHEET 26 OF 31 Off! NOi'iAi, Jill. -Q zog FROM . HOUSE rn 3 7 U) Q w 00 n O N O 4 E .a 7 0 v U z Q x 00 lel n r O O 04 U W O I E rn 04 O 0 CV r-: O 75 EDGE OF 2' `WATER TIGHT HOUSE /-CAP TYPICAL IN PROTECTED AREAS NON - PROTECTED AREAS (LAWNS. ETC.) 2' -0" TAIL REQUIRE SERVICE BOXES (CARSON OR RICH) ABOVE `� GROUND %� EXISTING GROUND STANDPIPE PVC C.O.- - DOUBLE SWEEPING TEE FERNCO COUPLING OR APPROVED EQUAL 6" x 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEA14OUT NEW 4" PVC SEWER LINE (TYP) (3034) 2% SLOPE To TANK-? TOP OF STEP TANK BAFFLE FERNCO COUPLING OR APPROVED EQUAL CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL CONNECTION APPRO , DWG. NO. PUBLIC WORKS DIRECTOR DATE 7_7 DES. OWN. CK . DATE JY JEG TP 4/2007 TYPICAL CONNECTION FROM 1 BUILDING TO STEP TANK NOT TO SCALE FINISHED GRADE 30 "0 RISER- ALARM HIGH LEVEL LAG ON /OFF (4.5" DRAWDOWN ON TO OFF) 6 LEAD ON /OFF 6" (4.5" DRAWDOWN ON TO OFF) 6" LOW LEVEL ALARM REDUNDANT OFF 25" 6" MIN. BEDDING z_ Z L- 0 000 U 7 CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT PROVE DWG. NO. 'APN PUBLIC WORKS DIRECTOR DATE DES, OWN. t CKD. DATE JY JEG TP 4/2007 FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT NOT TO SCALE CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON S.T.E.P SEWER NOTES AND DETAILS PER YELM SEWER SPEC ADDENDUM, ITEM 1#6, ALL 'TRAFFIC BEARING" SERVICE BOXES SHALL BE A MODEL MSBC 1324 -12 MFG. BY MID STATES PLASTICS BC SERIES. SPLICE TO EXISTING 14 GAUGE TONING FINISH WIRE GRADE io TO STEP TANK CONNECT TO EXISTING PVC SERVICE LINE 1" KBI BALL VALVE, SL x SL-- - 1" CHECK VALVE INSTALLATION NOTES: ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER OF CARSON BOX IN PLANTER STRIP ON BOTH 1' SIDES OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 2. BALL AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. 3. SERVICE BOX - CARSON INDUSTRIES MODEL NO. 1419B WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ "SEWER" (USE IN NON- TRAFFIC AREAS) 14 CA. OF HEAVY INSULATED COPPER TONING WIRE ALL TONING WIRE SPLICES SHALL BE CONNECTED BY USING D.B.Y. KITS MANUFACTURED BY 3M z STEP MAIN 1" SCHEDULE 40 PVC SWP PVC SWING CHECK VALVE SL x SL 1" KBI BALL VALVE, SL x SL-J i" PVC NIPPLE, SL x SL - 1" x MAIN DIA. PVC REDUCING TEE SLxSLxTH OR PIPE SADDLE - CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL 1 " SERVICE CONNECTION APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE DES. t DWN. CKD, DATE JY JEG TP 4/2007 NOTE: THIS PROJECT USES 2" SERVICE ONES. PIPE SIZE CALLOUTS IN THIS DETAIL TO BE INCREASED ACCORDINGLY. TYPICAL 1" SERVICE CONNECTION in-1 FROM STEP TANK TO FORCE MAIN NOT TO SCALE FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET 5' MIN (TYP.) 1 "f1/4" ALL LIDS 2' MIN FINISH GRADE -1 TYP. SLOPE TO NAVE NATIVE 14 GAUGE COPPER PVC RISER, GRADE TONING WIRE, 2' -0" ORENCO SYSTEMS, TAIL INTO RISER INC., OR EQUAL ORENCO TANK TO RISER ADAPTOR (FOR USE WITH NON- TRAFFIC BEARING TANKS) NQTE: RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. (rn'.) CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED DWG. NO. �-- ....tee- ---- -- PUBLIC WORKS DIRECTOR DATE 7-18 DES. OWN. CKD. DATE JY JEG TP 4/2007 TYPICAL STEP TANK RISER �� 5 NOT TO SCALE KM PER YELM SEWER SPEC ADDENDUM, ITEM 18, ALL AIR RELEASE, VACUUM RELEASE AND COMBINATION AIR RELEASE /VACUUM RELEASE VALVES SHALL BE A MODEL D -021 COMBINATION AIR VALVE 'MINI SAAR' SIZED ACCORDING TO THE MFG. RECOMMENDATION PER PIPE SIZE. APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: z w 0 S v Si w u pe ILI � w U a C F-4 al z LU o Q N � N Z m N Ln -1" AIR RELEASE VALVE OR 2" COMBINATION AIR RELEASE VALVE dt VACUUM VALVE 21 "0 RIBBED PVC RISER W/ BOLT ON FIBERGLASS 2" RIGID FINISH GRADE SHALL LID BY ORENCO OR EQUAL "f INSULATION BE WITHIN 1 1/4" CARBON FILTER OF TOP OF UP. EXISTING GROUND 3 1 1 -MA`X l z w _ \ // /\� 14 GAUGE: TONING WIRE — 0 z 1/2" PVC TRUE UNION BALL VALVE----_ 0 1" PVC TRUE UNION BALL VALVE SLOPE UE r--- --- --- --- - - -- -- - z :5 117M POLYPROPYLENE cl- I" SCHEDULE 40 PVC STRAINER I" PVC ELL. SLxTH �-1" SCHEDULE 80 PVC IPT NIPPLE '--SELF TAPPING PVC SADDLE ROMAC MODEL 304 OR EQUAL MINIMUM OF 8" Lu -PRESSURE SEWER MAIN OF PEA L AVEL FOR o DRAIN Z, MANHOLE RING AND COVER. CONCRETE COLLAR -\ 1 "J 14 GA. COPPER TONING WIRE 2' -0" TAIL INTO RISER --r NOTE: PLACE IN A NON- TRAFFIC AREA, UNION JOINTS SHALL BE SOLVENT WELDED. C17 TO FIELD LOCATE. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 7-12 I DES. OWN, C D. DATE JY JEG TP 4/2007 TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE NOT TO SCALE CONTRACTOR TO' EPDXY TWO 1' PVC PIPE PIECES 1" LONG TO FIBERGLASS LID FOR LIFTING 'o COMPACTED BACKFILL RISER WITH FIBERGLASS LID ORENCO SYSTEMS, INC., OR EQUAL. ° • 21" PVC RISER REQUIRES 24" RING & CAST IRON COVER 24" PVC RISER REQUIRES 30" RING & ALUMINUM COVER 30" PVC RISER REQUIRES 36" RING & ALUMINUM COVER CITY OF YELM DEPT. OF PUBLIC WORKS TRAFFIC BEARING LID APPROVE DWG. NO. PUBLIC WORKS DIRECTOR DATE DES. CKD. DATE JY JEG TP 4/2007 TRAFFIC BEARING LID FOR STEP TANKS NOT TO SCALE STEP SYSTEM NOTE STEP SEWER SYSTEM BEYOND INLET WILL BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF YELM. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -555 Z 0 Z 10 / ;;L ,* sEII 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: P. HELLER BY QR: JFH 07.21.08 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT #: 07118 SHEET NAME: S.T.E.P. SEWER NOTES AND DETAILS C27 SHEET 27 OF 31 �T� �UBMCttAt .tub 8 �Qtt rn 3 v (A J w 0 00 n O / O O N _>1 3 v E 0 L M 0 0 z Q i 00 r 0 0 0 N H U w 0 0: 0_ Gi I E rn N I 0 0 N 0 INLET RIM EL= 6" INLET PIPE EL =S TYP. CONNECTION FROh BLDG TO STEP TANM SEE DETAIL 1 C27 TYP. TANK BEDDING SEE DETAIL 5 C28 MARK EQUIPMENT LISTING AND SUPPLIER CSI CUSTOMER A C.S.I. SINGLE WALL FIBERGLASS TANK X GAL _B C.S.I. FRP HOLD DOWN STRAP & TURNBUCKLE ASSEMBLY X GAL C C.S.I. PRECAST DEADMAN ANCHOR WITH EYEBOLTS X GAL D 23.5' FIBERGLASS COLLAR WITH TANK ACCESS OPENING X 7' -8" E 29.5' FIBERGLASS COLLAR WITH 23' TANK ACCESS OPENING X 6' -10j" I" 24' PVC RISER WITH COVER X 7' -8" V _._ne% 1 AwnCn - MAIrrn . - 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 MARK EQUIPMENT LISTING AND SUPPLIER 30' RISER WITH COVER FN 6' PVC INLET PIPING WITH SANITARY TEE I EFFLUENT DISCHARGE SUSPENDED EFFLUENT PUMP W/ FILTER CORENCO PUMP MODEL IC 7/8 HEIGHT FRP COMPARTMENT BAFFLE CSI CUSTOMER X X X X X NOTES: 1. SEE DETAIL #2 ON SHEET C27.1 FOR SPECIFIC DIMENSION'S FOR EACH SIZE TANK. 2. FULL SIZE DEADMAN ANCHORS SHALL BE INSTALLED FOR ALL TANKS. SEE DETAIL #2 ON SHEET C27.1 FOR SPECIFIC DIMENSIONS FOR EACH SIZE TANK. 3. TYPICAL FLOAT SETTINGS F'ER THE CITY OF YELM ARE SHOWN ON DETAIL #4 ON SHEET C27. TABLE A - SPECIFIC TANK INFORMATION TYP. CONNECTION FROM STEP TANK TO FORCE MAIN SEE DETAIL C22 7 HIGH WATER ALARM EL = "G" LAG PUMP ON EL=F LAG PUMP OFF EL= "E" 1 FAD P11MP ON FI ="n* 0,) LFAn pLImp TIFF FI =8& LOW LEVEL ALARM ='B" TANK BOTTOM EL =0.00 (BASELINE FOR TABLE B) SEE TABLE A FOR SPECIFIC INFORMATION "A APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: NOTES: 4 HOLD DOWN STRAP LOCATION DEADMAN TANK SIZE SIZES: TANK: 12 "x12 %12' TANK 1 GAL 4,000 GAL TANK: 12 %12 %12' 5,000 GAL TANK: 12 "x12 %16' 6,000 GAL TANK: 12 %12 %18' 7' -11" 7' -8" 13' -11" 3' -6j" 3' -6j" 6' -10j" 16j" (TYP) TANK 2 7' -11" 7' -8" BUILDING SIZE (GAL) DIA (FT) INLET RIM OUTLET RIM INLET I.E. OUTLET I.E. TANK BOTTOM SIZE (GAL) DIA (FT) INLET RIM OUTLET RIM INLET I.E. TANK BOTTOM A 4,000 8 349.12 349.05 344.65 344.40 337.90 4,000 8.00 349.05 349.11 344.15 337.40 B 5,000 8 347.03 346.93 342.63 - -- 335.88 - -- ___ ___ -__ C 6,000 8 346.86 346.78 342.44 - -- 335.69 - -- _ -_ ___ D 5,000 8 346.66 346.57 341.69 341.44 334.94 4,000 8.00 346.44 346.34 341.19 334.44 E (NORTH) 4,000 8 346.18 346.11 341.22 - -- 334.47 E (SOUTH) 5,000 8 346.52 346.42 341.58 341.33 334.83 4,000 8.00 346.25 346.18 341.08 334.33 F (WEST) 4,000 8 348.19 348.11 343.24 - -- 336.49 - -- -__ ___ ___ F (EAST) 4,000 8 347.06 346.99 342.59 342.34 335.84 4,000 8.00 346.99 347.07 342.09 335.34 G 4,000 8 346.33 345.93 341.33 - -- 334.58 - -- -_- ___ ___ ___ - -_ H 5,000 8 346.97 346.87 342.12 341.87 335.37 4,000 8.00 346.76 346.69 341.62 334.87 1 6,000 8 347.50 347.39 342.55 - -- 335.80 - -- ___ ___ -__ J (WEST) 6,000 8 348.09 347.95 343.11 - -- 336.36 J (EAST) 5,000 8 348.52 348.45 343.58 - -- 336.83 - -- _ -_ - -_ -__ - -_ -__ REC BLDG 2,000 6 346.79 346.74 341.86 - -- 336.78 - -- ___ ___ COMM1 6,000 8 350.59 350.48 345.42 345.17 338.67 6,000 8.00 350.36 350.26 344.92 338.17 COMM2 6,000 8 350.16 350.19 345.15 344.90 338.40 6,000 8.00 350.23 350.34 344.65 337.90 POOL 2,000 6 346.06 345.92 341.12 - -- 336.04 TABLE B - SPECIFIC; TANK INFORMATION TANK"All "B11 ,1c.1 I'D" "E11 IIFI, "GI, 2,000 GAL 2.50 3.00 3.50 3.88 4.00 4.38 4.50 4,000 GAL 2.70 3.40 3.90 4.28 4.40 4.78 4.90 5,000 GAL 3.10 3.90 4.40 4.78 4.90 5.28 5.40 6,000 GAL 3.10 3.90 4.40 4.78 4.90 5.28 5.40 (2) 4,000 GAL ** 3.70 4.20 4.58 4.70 5.08 5.20 5,000 GAL / 4,000 GAL ** 3.90 4.40 4.78 4.90 5.28 5.40 (2) 6,000 GAL `* 4.30 4.80 5.18 5.30 5.68 5.80 YPICAL S.T.E.P. TANK CONFIGURATION "BAFFLE WALL NOT REQUIRED FOR TANKS PLACED IN SERIES PER WASHINGTON STATE OT TO SCALE &nW.CONTAINMENTSOLUTION&COM DOE "CRITERIA FOR SEWAGE WORKS DESIGN ", C1- 10.1.6A. "A APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: NOTES: 4 HOLD DOWN STRAP LOCATION DEADMAN TANK SIZE SIZES: TANK: 12 "x12 %12' 2,000 GAL 4,000 GAL TANK: 12 %12 %12' 5,000 GAL TANK: 12 "x12 %16' 6,000 GAL TANK: 12 %12 %18' TABLE C TANK SIZE INFORMATION TANK SIZE A B C D E F G 2,000 GAL 6' -2j" 6' -0" 11r -1�' 2 -0j" 2' -2j" 6' -10j" 164" (TYP) 4,000 GAL 7' -11" 7' -8" 13' -11" 3' -6j" 3' -6j" 6' -10j" 16j" (TYP) 5,000 GAL 7' -11" 7' -8" 16' -8" 3' -64" 3' -6j" 9' -7j" 16j" (TYP) 6,000 GAL 7' -11" 7' -8" 19'--5" 3' -6j" 3' -6�" 12' -4j" 16" (TYP) STEP TANK SIZES NOT TO SCALE 2 D- CALL 48 HOURS BEFORE YOU DIG 1-800-424-555 W cc z cn z C3 Ln 2 z a h z W 0 z w� oW U a W in 2 a Q o d N a N ti z LL- ej CD N in in QJ U.1 D a z 0 Z-1 OF RA$gl�,C� SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 N FAX:(253) 573.0142 www.soundenginc.com - sound@soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: P. HELLER BY QR: JFH 07.21.08 BY DATE SCALE: NTS DATE: 07.30.08 PROJECT #: 07118 SHEET NAME: S.T.E.P. SEWER NOTES AND DETAILS C27,1 SHEET 9770FFCR 31 4TH SUBU AL Jai n 3 Q F- w 0 010 n O O N T z .a 1n M a z Q Q: 00 i,- O O U w O a. o! vi I E a rn N 0 a 04 O TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE #12 AWG COPPER 150 FEET #10 AWG COPPER 250 FEET #8 AWG COPPER 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). N iV TO SILENCE ALARM PUSH LIGHT. jry FOR SERVICE CALL 360 - 458 -8411 CITY OF YELM 5" CENTERED ON PANEL FROM POWER SOURCE NQI : PANEL SIZE MAY VARY DEPENDING ON MANUFACURER DECAL - SEE SPECIFICATIONS BOLD 18PT. LETTERING `— PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM ALARM LIGHT AND SILENCE BUTTON 1"C, 8- #12 TO STEP TANK - SIMPLEX 1'2 "C, 13 - #12 TO STEP TANK - DUPLEX 1'2 "C, 17 - #12 TO STEP TANK - TRIPLEX CITY OF YELM DEPT. OF PUBLIC WORKS _ TYPICAL PUMP CONTROL PANEL APPRO THURSTON COUNTY, WASHINGTON DWG. N0. `it-,"` �r, SANITARY SEWER MAIN INSTALLATION GENERAL NOTES_ 7-6 PUBLIC WORKS DIRECTOR DATE DES. DWN. THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, CKD. DATE JY JEG WITH EXISTING TP 4/2007 TYPICAL PUMP CONTROL PANEL NOT TO SCALE RESTORATION SURFACE= SEE RESTORATION TAI$LE ABOVE SEE RESTORATION TABLE FINISH GRADE- . ` /i / BACKFILL SEE RESTORATION TABLE MAINTAIN SIDE SLOPE AS STEEP AS POSSIBLE SEWER LINE PIPE BEDDING FOR FLEXIBLE PIPE PIPE O.D. VALVE NUT EXTENTIONS REQUIRED VALVE BOX, RICH NO. 910 TO BRING NUT TO WITHIN 12'° OF NATIVE OR SELECT OR EQUAL W/ COVER THE SURFACE. BACKFILL AS MARKING TO READ 'SEWER" DIRECTED BY ENGINEER. A` ,t;r.•° '' 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 w '•. ri wir CLR 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 '.T UNDISTURBED SOIL NOTE: 2" & 3" VALVES MAY BE BELL x BELL AT THE CONTRACTORS OPTION CONCRETE SUPPORT BLOCK FOR VALVES 2" AND LARGER CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL SEWER MAIN LINE GATE VALVE PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD.' DATE JY JEG TP 4/2007 TYPICAL SEWER 3 MAIN LINE GATE VALVE NOT TO SCALE PIPE O.D. W RESTORATION CREEK ROAD MIXED USE THICKNESS A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, WX COMMENTS/ CITY OF YELM, THURSTON COUNTY, WASHINGTON COMPACTION REQMNTS. S,T.E.P. SEWER NOTES AND DETAILS SANITARY SEWER MAIN INSTALLATION GENERAL NOTES_ SANITARY SEWER MAIN INSTALLATION GENERAL NOTES CONT. 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO TOP COURSE THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT /APWA). m WITH EXISTING A.C. PAVEMENT 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTROL DEVICES (MUTCD) AS REQUIRED. SURFACE TOP COURSE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. GRADES AND CURBS AS SHOWN FOR BOTH 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT —OF —WAY, THE CONTRACTOR SHALL PLANS ON CONSTRUCTION SITE AT ALL TIMES. SELECT BACKFILL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS COMPACT TO 957E 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 4. A PRECONSTRUCT10N MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF NATIVE BACKFILL FINISH GRADE SHALL BE CONSTRUCTION. 16. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE CONDUIT SMOOTH do CONSISTANT ABOVE— REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1) IN ADDITION, ALL 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. PLACING STEP MAIN IN SERVICE. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATING AND PROTECTION OF ALL 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE COMPACT TO 85% EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A MINIMUM OF 48 DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT HOURS PRIOR TO ANY EXCAVATION. SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT INSPECTIONS. WELD JOINTS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED OTHERWISE AUTHORIZED BY THE CITY OF YELM. 12" TO 18" UNDER THE PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A NON— BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A SEPARATE "ON —OFF" SWITCH CONTROLLING POWER TO PUMP CONTROL PANEL, SAID SWITCH SHALL 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 HAVE A LOCKING COVER MODEL # 5031 -0 RAYNTITE SINGLE GANGE WEATHERPROOF COVER 1.406" AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D: OR APPROVED EQUAL. THE TAPE DIAMETER. AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON — BIODEGRADABLE, ITEMS NEEDING INSPECTION ARE: METAL CORE BACKING MARKED "POWER ". TAPE SHALL BE FURNISHED BY CONTRACTOR. a) TANK INSTALLATION, I.E.; BEDDING AND LOCATION 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN b) TANK INFILTRATION, EXFILTRATION TEST c) S.S. PRESSURE TEST ACCORDANCE WITH THE (ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). d)SERVICE LINE PRESSURE TEST 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. e) FINAL INSPECTION TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER AS REQUIRED. MUST BE PRESSURE TREATED. RESTORATION SURFACE= SEE RESTORATION TAI$LE ABOVE SEE RESTORATION TABLE FINISH GRADE- . ` /i / BACKFILL SEE RESTORATION TABLE MAINTAIN SIDE SLOPE AS STEEP AS POSSIBLE SEWER LINE PIPE BEDDING FOR FLEXIBLE PIPE PIPE O.D. VALVE NUT EXTENTIONS REQUIRED VALVE BOX, RICH NO. 910 TO BRING NUT TO WITHIN 12'° OF NATIVE OR SELECT OR EQUAL W/ COVER THE SURFACE. BACKFILL AS MARKING TO READ 'SEWER" DIRECTED BY ENGINEER. A` ,t;r.•° '' 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 w '•. ri wir CLR 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 '.T UNDISTURBED SOIL NOTE: 2" & 3" VALVES MAY BE BELL x BELL AT THE CONTRACTORS OPTION CONCRETE SUPPORT BLOCK FOR VALVES 2" AND LARGER CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL SEWER MAIN LINE GATE VALVE PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD.' DATE JY JEG TP 4/2007 TYPICAL SEWER 3 MAIN LINE GATE VALVE NOT TO SCALE PIPE O.D. W RESTORATION TABLE 1 SURFACE THICKNESS BACKFILL/ COMMENTS/ TYPE SHIM, ETC. TO COMPACTION REQMNTS. OTHER REQUIREMENTS CRUSHED 4" CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SHALL_ BE SURFACE TOP COURSE COMPACT TO 95% SMOOTH do CONSISTANT OF SIDING -- m WITH EXISTING A.C. PAVEMENT 3" MIN. GRADE B A. C, PAVING OVER 4" CRUSHED SELECT BACKFILL FINISH ROADWAY TO CONFORM TO ALL EXISTING OVER GRAVEL BASE SURFACE TOP COURSE COMPACT TO 95X GRADES AND CURBS AS SHOWN FOR BOTH w SLOPES SHALL MATCH CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS COMPACT TO 957E TEXTURE, AND GRADE. LINE FROM HYDROSEED/ PLANTINGS NATIVE BACKFILL FINISH GRADE SHALL BE LAWN /LANDSCAPE OVER 4" MIN. TYPE A CONDUIT SMOOTH do CONSISTANT TOP SOIL COMPACT TO 85711 WITH EXISTING GRADE NATIVE BACKFILL MOUND BACKFILL UNIMPROVED SUFAGE N/A COMPACT TO 85% 2" ABOVE EXISTING TANK GRADE & SMOOTH CSBC M CRUSHED SURFACE BASE COURSE CSTC = CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL - PIPE TRENCH APPB DWG. NO. PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD, DATE JY JEG TP 4/2007 4 TYPICAL PIPE TRENCH NOT TO SCALE APPROVED FOR CONSTRUCTION BY: DATE:_ DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: 1 'PUMP CONTROL PANEL GARAGE CONTRACTOR TO WALL SHIM, ETC. TO ACCOUNT FUR DIFFERENT TYPES Q OF SIDING -- m ° 3/4" PVC (CONTRACTOR TO o i CONDUIT FORM BOTH CONDUITS o z AS SHOWN FOR BOTH w 3/4" LB CONDUITS) it I ~ ELECTRICAL Li Al� LINE FROM 10 ELECTRICAL UNDER HOUSE PANEL CONDUIT TO STEP TANK FOOTING /STEM WALL TO STEP -- TANK *LOCATION OTHER THAN GARAGE WALL OR REMOTE POST WILL HE CONSIDERED ON A CASE 13Y CASE BASIS. AGE WALL P CONTROL ri • �I �- STAINLESS STEEL TWO HOLE STRAPS AS REQUIRED TO SECURE CONDUIT TO WALL EXISTING GROUND ' z N 7t � TO STEP TANK 12" CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE PPR V DWG. NO. Lt "-% 7-5 PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE JY JEG TP 4/2007 CONTROL PANEL INSTALLATION ON SIDE OF STRUCTURE NOT TO SCALE io 8" 2'- `- BEDDING MATERIAL FOR FLEXIBLE PIPE (SECTION 9 -03.16 WSDOT 1994 STANDARD SPECIFICATIONS) CITY OF YELM DEPT. OF PUBLIC WORKS FIBERGLASS TANK BEDDING APPROVED DWG. NO. 7-16 PUBLIC WORKS DIRECTOR DATE DES. OWN. CKD. DATE JY JEG TP 4/2007 FIBERGLASS TANK BEDDING NOT TO SCALE PER YELM 7 -16 PVC PIPE WITH r,-�' THREADED PLO 6" PVC PIPE ASTM D - 3034 (WHITE) �- 2 "o -90' BEND CONCRETE BLOCK— n .P : p SCH 40 PVC PIPE FROM- VALVE W /SOLVENT WELD JOINTS. PIPE TO BE SAME SIZE SEWER MAIN RICH NO. 910 VALVE BOX, OR EQUAL WITH COVER MARKING TO READ "SEWER" (TYP.) #4 0 7" O.C. EACH WAY TOP DRIP 1/2" HOLE OR SLOT FOR WIRE GATE VALVE SHALL. BE SAME SIZE AS MAIN (MJxMJ) TONING WIRE CONNECT TO MAINLINE USE EXPANSION FITTINGS AS REQUIRED VALVE NUT EXTENTIONS REQUIRED TO BRING MUT TO WITHIN 24' OF THE SURFACE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL END OF LINE CLEANOUT APPRO DWG. NO. 7 -- 2 0 PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE JY JEG TP 4/2007 6 END OF LINE CLEAN OUT NOT TO SCALE PER YEIY 7 -20 CALL 48 HOURS 'BEFORE YOU DIG 1- 800 - 424 -555 z w 0 z w � � w w Lu 2 2 cG 2w LU 00 a d � N d. [l_1 ce N Z �I CO N N z w cn o Z v oC z F-- z 0 Z 0 . Ho ti ,3 �SSIONAL 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 C28 SHEET 28 OF 31 rn 3 Q W 0 1 00 r 0 0 N 0 E V) v M C9 z Q W 0 00 r- 0 0 N H U w O 1 E a 0 I 0 0 N 0 Nt 10' 10' 30' CENTER LINE & LANE LINE 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 30' 10' d NO —PASS LINE & TWO WAY LEFT TURN CI -NTER LINE YELLOW SEE CONTRACT FOR LENGTH DOUBLE CENTER LINE & DOUBLE LANE LINE 1. Dotted Extension Line shall be the some 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' 80' Wide Lane Line shall be white. 120' 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 4" OR 12" -- SEE NOTE 3 I N YELLOW - DBL. CTR. LINE, WHITE - DBL. LANE LINE SEE CONTRACT FOR LENGTH OF STORAGE LANE 50' JI STOPPING POINT" FOR LEFT TURN LANE •cs c� Q 0 - — cn v� 0 cY J U CC 0 sti 100' WHITE EDGE LINE WIDE LANE LINE Rj 100' 500' MAX. TWO -WAY LEFT -TURN If- CENTER LINE DOUBLE CENTER LINE (YELLOW) (NARROW PATTERN) TAPER F - TWO -WAY LEFT -TURN I 0 CENTER LINE WHITE EDGE LINE NO PASS LINE co -� I (WHEN REQUIRED) 10' TYP.) 0 DOUBLE CENTER LINE (YELLOW) I � CENTER LINE -� (NARROW PATTERN) ifl LEFT TURN CHANNELIZATION NOT TO SCALE A PORTION OF MOT STD PLAN M- 3.40 -00 SYMBOL & LANE I 1' - 10" I r MARKING AREA 17.44 SQ.FT. 6" 1' - 0 TYPE 1 TRAFFIC ARROW 20' TO 25' 10' TYP.) I 00 0 O z U) R CO O af 0 C C APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: SYME30L & LA,NE Use the dimensions shown on this plan for each type Traffic Arrow being placed on roadways with I a posted speed limit of 45 mph or higher. 1' - 4" ELLIPSE "B" AXIS-/ 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 =`12' 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 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -555 z LU 0 U z `: v U a W t--4 W � ¢ o ° N p[ N .-1 Z U_ M I m N C/1 z W � oz 8 O cn z a W aila ° ac z A If _A 0 A 10 ;t'S =1SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE:NTS DATE: 07.30.08 PROJECT #: 07118 SHEET NAME: CHANNELIZATION NOTES AND DETAILS C29 SHEET 29 OF 31 4IN SUBIIIitTAI JUl 8 tots 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' C C APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: SYME30L & LA,NE Use the dimensions shown on this plan for each type Traffic Arrow being placed on roadways with I a posted speed limit of 45 mph or higher. 1' - 4" ELLIPSE "B" AXIS-/ 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 =`12' 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 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -555 z LU 0 U z `: v U a W t--4 W � ¢ o ° N p[ N .-1 Z U_ M I m N C/1 z W � oz 8 O cn z a W aila ° ac z A If _A 0 A 10 ;t'S =1SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573 -0040 - FAX:(253) 573 -0142 www.soundenginc.com - sound @soundenginc.com PROJECT: CREEK ROAD MIXED USE CLIENT: YELM CREEK BLDG.S LLC. 240 STADIUM WAY SOUTH TACOMA,WA 98402 TEL: (253) 428-0800 FAX: (253) 428-8172 EMAIL: PROJECT ENGINEER: JEREMY HAUG E -MAIL: JHAUG @SOUNDENGINC.COM DRAWN: V SISSECK BY QR: JFH 07.21.08 BY DATE SCALE:NTS DATE: 07.30.08 PROJECT #: 07118 SHEET NAME: CHANNELIZATION NOTES AND DETAILS C29 SHEET 29 OF 31 4IN SUBIIIitTAI JUl 8 tots FOUND 3" SURFACE BRASSIE IN CONC., MONUMENT NO. GPS2 ~'\ I ° STORM CATCH BASIN NORTHWEST CORNER SEC. 29 12/5/06 % 1 RIM = 347.96 I.E. = 345.48, 8 "PVC (E) .CONIINUM ST B0UNDjAl[?%..L TOPOGRAPHIC SURVEY A. PORTION OF THE NORTHWEST QI[JARTER OF SECTION I ®N 29, 'TO"SH P1�7 NOR T14, RANGE 11 1 PARCEL 'B' STORM CATCH BASIN CI1 i lJj � mi-JMy T ®N �O , wLiorm'4%J x THE BONNEVILLE POWER ADMINISTRATION I \ (RAISED LID) GRAPHIC SCALE HAS AN EASEMENT WHICH AFFECTS RIM = 348.20 PARCEL 'B' PER A.F.N. 558345 AND HAS I.E. = 34.7.19, TOP INLET . \ 50 0 25 so 100 BEEN SHOWN HEREON PER R.O.S. 3595810. o \ I.E. = 345.96, 8 "PVC (S) A �� J��'+ +��Jj "��:i.JJ�J =.� ' - THE PACIFIC TELEPHONE AND TELEGRAPH 0 - ✓ � b CHAIN LINK FENCE COMPANY HAS AN EASEMENT WHICH 40 00 `" `-`-- ° o o a S 88'2349" E 1346 AFFECTS PARCEL 'B' PER A.F.N. 583742 _AL DRIVE' ��- ° ° --- = AND HAS BEEN SHOWN HEREON PER R.O.S. + LLLLLLLLLLL LLC �� LLLLLtIILLILLI_CL n.� ,{a x 3595810. '` �L LLLLLLLLLLLL L x o0 Ll LLLLLLLLL' I �, LL LLttLL LL' � I �"^+. � LLLLLLLLLLLCL `�, LLtLLLLLI.LLL' I THE CITY OF YELM HAS AN EASEMENT c i 41 IU \ WHICH AFFECTS PARCEL 'B' PER A.F.N. ~' I M013RE �) \ 3054303 AND HAS BEEN SHOWN HEREON. I so DEBRIPO UAW HOUSE PUGET SOUND ENERGY HAS AN EASEMENT + \ OLD FOUNDATION ILLL I WHICH AFFECTS PARCEL 'B' PER A.F.N. o HOLE m !x I 3710356 AND HAS NOT BEEN SHOWN y ' 028" HEREON. THIS EASEMENT IS 10.00 FEET IN \ x ci WIDTH CENTERED OVER FACILITIES AS I ELECTRIC FENCE ca CONSTRUCTED. � �- x x x - x o I 12' ti� / BARBED WIRE FENCE x THE CITY OF YELM HAS AN EASEMENT I I L - x X 1 LL LLLLLL LLttCt.{ LLLL X WHICH AFFECTS PARCEL 'B' PER A.F.N. �' + LL LLLL' • • LLLL LLLLLL LLLL 3734506 FOR SEWER SERVCES. THIS LLLLLL __ LL EASEMENT HAS NOT BEEN SHOWN AND IS .LLLL`LLLL`L",,L FLLL, 4O'-- 1 CONC PAa - 4� _LLL LLLLLI l.t.LLLf_LLII CONSIDERED BLANKE'C IN NATURE. \ -`-" I BARBED 14RE FENCE x ""-- x THE CITY OF YELM HAS AN EASEMENT WHICH AFFECTS PARCEL 'B' PER A.F.N. n I 3Sp + t 3734506 FOR FLOODPLAIN MANAGEMENT. THIS EASEMENT HAS NOT BEEN SHOWN AND IS CONSIDERED BLANKET IN NATURE Lo �, \ L ` n b \ \ � I qC I x IAN °W 1 TRIG FENCE s� xl___ - x ELECTRIC x I STORM CULVERT _ , _ --- x -- X X LL L x I.E. = 349.17, 12 "PVC (N) GRAVEL DRIVE STORM CULVERT I. E. = 349.32, 12 PVC O S �I ,y1CllM ��p, ca 1 \ `;x O d I LLLLLLLLL \ 4.1 W LLLI 'LL L1 STORM CATCH BASIN - LL .off CONC. PAD l RIM = 350.83 � , ELL () -LLL ti F \ I.E. = 347.49 12 "PVC S 0 1 :L ®_LLI ( ) I 0/,/ I.E. = 348.88, INLET h �° ► _L �-LLI y - LLLLLLC 1 x \ 40' 1 LLLLLLLL l I STORM CULVERT - ¢ LLLLLLLLL �+ a i .,LL LL.LL1_ .LLLLLLLL \ I.E. _ 349.36, 12 "PVC (N C. AD I O Z x STORM CULVERT I I I.E. = 349.96, 12 "PVC (S) z �i� _ J ) ' Y I ( I� o gL N I ' ELECTRICAL EASEMENT a cn I PER A.F.N. 804930 ° x IN P STORM CATCH BASIN _ __ 1_._.____________.��5_____� x X BARBED.- 40.2' RIM = 352.35 40 I 1 I UTILITY ESMT. PER A.F.N. 3078377 I o \s x x x x I.E. = 350.45, 12 ADS (W) I P o 387.21' FND 516" REBAR / CAP STONE FlELD FENCE STORM CATCH BASIN , 1 O- l' SOLI TH OF LINE �p6 5 To 11 FEET Wear - RIM = 353.47 _ I 1 "RLS" L�;# 27195 356 W/ OLD BARB WIRE FENCE I.E. - 350.04, 12 PVC (N) j 1 9/18/0a FND 518" REBAR W/ C_ APi I NOM I A'h ;"j �J� w.�`:3:> = �J�.? 0.1' SOUTH OF LINE A DIGITAL COPY OF THIS MAP IS s . R.SWIFT LS# 27195 G WITH THE ' ± . " I 7 BEING PROVIDED ALON � .�a .r�� ;,� ;,�..,� J,, 9 /18/07 1 I SIGNED PAPER COPY. THE SIGNED I PAPER COPY IS THE ORIGINAL AND x PARCEL A' � (-c�� 9 CONTROLS IN THE EVENT OF 20' 3 ' ° 354 A I PARQ L= r a 1 DIFFERENCES. THE DIGITAL COPY HAS ° ALA 34��5OU + a I BEEN PROVIDED MERELY FOR THE �� II ,4C��#O CONVENIENCE OF THE CLIENT. I COPYRIGHT PRIZM SURVEYING INC. 2 I NOVEMBER 2007 0 THE BURIED UTILITIES SHOWN I HEREON (IF ANY) REFLECT 4x u STORM CATCH [BASIN SURFACE EVIDENCE SUPPLEMENTED RIM - 350 00 200 2 EAST, i� - , (976.86' PLATT , F Ell 2.5'- \L� 1 inch = 50 ft� 976.67' CALC. -- -�"^\x X x x x BARBED WIRE FENCE x x -- x 11.8' 0 LOCATED WETLAND / FLAG (TYP.) � 1 i o �1 \ 2 g (1112.25' PLAT) x 2_0' BARBED WIRE FEJVCE f - �x x x x _ " _- x x -- ►C''1-?i `�-'- � _�' - .r�r -�-� x x 12.2. --�- ____"� X N/68.23'51" W ---°`° \ \tee 1�� .►�d :� :��J�:�JJ�JJ WITH FOUND UTILITY LOCATION I _ I MARKINGS. THE UNDERGROUND + I.E. = 347.99, 10 "GONG. (N) y � _ STOCK I.E. = 348.13, 8 "GONG. S i PILED UTILITY LOCATIONS SHOWN I ( ) HEREON ARE TO BE CONSIDERED DQ -- s STUBS MATERIAL APPROXIMATE ONLY. FOR THE --o _ _ _ _ _ _ _ _ _ _ _ s STUBS n 1 M �� FINAL LOCATION OF EXISTING ° 10' UTILITY EASEMENT pd wv -- - \ - -- UTILITIES IN AREAS CRITICAL TO b_- -CONC. VIAL - -- _ �S DESIGN, CONTACT THE e I - ._ = -10' STREET & SI - -�- 350 _ ��o �UrluTY APPROPRIATE UTILITY COMPANY. 1 �L - �} (\/J/j'j�`9��\�v S.E. OE LK EAS�MENT STUBS PRIOR TO ANY CONSTRUCTION �` 1�l6 - CALL THE UNDERGROUND UTILITIES I I pd wv 24' PUBLIC( ?) RIGHT -OF -WAY '- LOCATION CENTER AT o - - rT 1 -800- 424 - -5555. rr -- - - - - -- ❑ ❑ WETLAND DELINEATION WAS �J) V �� -- - - - - -- -- - - - - -- _---------- - - - - -_ , PERFORMED BY MR. GREG JONES OF �s -` -- `--- - - - - -- '- CHEHALIS, WA 1 -360 -262 -9226 I STORM CATCH BASIN I `' \ ✓w 5 THE HORIZONTAL LOCATION OF THA I RIM = 354.25 I LOT PORTION OF LOT 5 CONVEYED BY I I.E. = 351.89, 12 "ADS (W) A.F.N. 8504150149 WAS DETERMINE I �� UNDER STORM CATCH BASIN FROM R.O.S. RECORDED U I A.F.N. 3595810. I LOT 9 RIM = 350.06 c I.E. = 348.04, 8 "CONC. (N) S.S. 8167 I I.E. = 348.11, 10I.P. W /- t _ THE TITLE REPORTS FOR THE ` SUBJECT PARCELS WERE FOUND TO ��•y BE MISSING PAGES AND SUPPORTING ()� DOCUMENTS, A REQUEST HAS BEEN I I I STORM CULVERT MADE FOR COMPLETE I I.E. = 347.22 , 12 "ADS ,� J'N \ ^;°/ DOCUMENTATION TO SHOW / NOTE AFFECTING ENCOMBERANCES. LLi I I I STORM CATCH BASIN \ RIM - 348.97 354 \ I � 7 I.E. = 347.0, 12 "PLAS. (SE) Ell �Q \ I.E. = 346.96, 12 "PLAS. (SW) 1 \ I.E. = 346.9F3 12 "I.P. (NW)\ I W T I = - - - - - - -_ - - - - _ _ 15' WATE�AIN EASEMENT PEI A.F.IV. 3054303 T ALK on -_ -._CONC. ----= S`88'23 ' -E "" G CURB - - - - / STORM CATCH BASIN-----/ �v�•��• / RIM = 353.06 YJG11e1�`/1L yg,� / I E - 35 71 12 "AD N' - (610.13' PER R.O.S. 3595810) /STOCK PILED MATERIAL / i 3 i 0 L STON FIEaD FENCE -- 5 TO 1 T WID _ W/ OLD 8A M NC 344 __--- I } STORM CATCH &SIN RIM = 348.8 m l e I.E. = 346.8 , 12 "I.P. (NW) I.E. = 346. 9, 12 "PLAS. (SE) 8° J STORM CULVERT / I.E. = 346.7q, 12 ADS 2 cn STORM CULVERT I � I.E. = 346.72, � "ADS i i STORM CATCH BAS i RIM = 348.51 � / I.E. = 346.60, 2 "PLAS. (NW)l v r 0 S.E. 103RD AVEFccos ®� - L.; CL �°°jj�� P U) W S1 Y L- L z •� d z 1 L11 a--•'' vi ��10 > a y��C PALOUSE AVE. S.E. 0 -, 109THLNL . S.E. 110TH AVE S.E. VICIr� 1 NOT TO SCALE BAM OF IREAMGS N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) \ LLLL ---� -- L_ L L L Sp _LLLL STATION, USING LLLL LLLLLLLLLL -L AND RADIAL SURVEY L .LLLLLLL L � _L_LLL_LLLi \TRAVERSE J, LLLI S LLL' L LLLL_LLLI N L_ LLLI -LLLI �.LLLLLLLI L L _LLLLLLLL L _LLLL LL. LL \ L _LLLLLLLL L. _LLLLLLLL L PQ _LLL_LLLLL FOUND SECTION CORNER LIIL L LLLLLLLL WATER VALVE L _LLLLL_LLL L _LLLLLLLL _LLLLLLLL FIRE HYDRANT L _LLLLLLLL o L _LLLI -LLLL L _LLLLLLLL FIRE DEPT. CONECT L LLLLLLLL L_ ,47 FOUND MONUMENT _LLLLLLC / L _LLLLLLI L O FOUND IRON PIPE _LLLLLLI 3` ' L_.__�LLLLLLI LLLLLLLLLL N 24" E �1*41 9.40' un ` 0 L STON FIEaD FENCE -- 5 TO 1 T WID _ W/ OLD 8A M NC 344 __--- I } STORM CATCH &SIN RIM = 348.8 m l e I.E. = 346.8 , 12 "I.P. (NW) I.E. = 346. 9, 12 "PLAS. (SE) 8° J STORM CULVERT / I.E. = 346.7q, 12 ADS 2 cn STORM CULVERT I � I.E. = 346.72, � "ADS i i STORM CATCH BAS i RIM = 348.51 � / I.E. = 346.60, 2 "PLAS. (NW)l v r 0 S.E. 103RD AVEFccos ®� - L.; CL �°°jj�� P U) W S1 Y L- L z •� d z 1 L11 a--•'' vi ��10 > a y��C PALOUSE AVE. S.E. 0 -, 109THLNL . S.E. 110TH AVE S.E. VICIr� 1 NOT TO SCALE BAM OF IREAMGS N 01'57'11" E FOR THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29 BETWEEN THURSTON COUNTY PUBLISHED MONUMENTS 788 AND GPS2. WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE (NAD 83/91) \ lY.LC� l i7.OE6 1']M V1i �1 WATER SURVEY PERFORMED WITH A 3" TOTAL STATION, USING AND RADIAL SURVEY METHODS. SURVEY MEETS \TRAVERSE J, OR EXCEEDS ACCURACY REQUIREMENTS CONTAINED IN o xa� W.A.C. 332.130.090. FOUND SECTION CORNER D4 WATER VALVE FIRE HYDRANT WPOW-A FOUND QUARTER CORNER � FIRE DEPT. CONECT ,47 FOUND MONUMENT wo MAIL BOX O FOUND IRON PIPE © CABLE RISER ( WATER " t CALCULATED MONUMENT �' HOSE BIB 6.T # LIGHT �1 SOILLOG STORM CULVERT Ill GAS VALVE ® IRRIGATION CONTROL VALVE ❑ STORM CATCHBA51N UTILITY POLE o SEWER CLEANOUT x �-- STREET LIGHT �' SIGN GUY ANCHOR ® WATER METER h x m JUNCTION BOX IN SS METER TELEPHONE RISER [] POWER VAULT m� x�o COTTONWOOD TREE -x- BARBED WIRE FENCE k o CHERRY TREE -pr STOCKADE FENCE WATER I ^:- --- o--- CHAINLINK FENCE } NAVD 88 THURSTON COUNTY PUBLISHED BENCHMARK # 784A 73.1' 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 I..�AIr I) CAN: 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; y IN THURSTON COUNTY, WASHINGTON. si Y ti EA PARCEL 'A' - 64303400400, 481,453± SQ. FT. / 11.05± ACRES PARCEL 'B' - 64303400501 & 64303400502, 266,621± SQ. FT. / 6.12± ACRES PARCEL 'A' N®Tffi 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. )' 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. I.E. = 346. , 12 "PLAS. (S)/ P.) j�4 cl / �ELEPHONE & TELEGRAPH I / EASEMENT PER A,rN. 583742 4 §-8-8 '18 63 " E \ 346 216.58' \ ! S. W CORNER LOT 5, BLOCK 34, - 0' ' S ( ' �� WO S. LINE, LOT 5, BLOCK 34, MCKENNA IRRIGATED TRACTS I.E. = 350.81, 12 ADS (W,' � � _ R AQ MCKENNA IRRIGATED TRACTS FOUND 3" SURFACE BRASSIE PER B.L.A. 3464500 STORM CATCH BASIN ---- CENTERLINE PER W.S.D.O.T. IN CONC., MONUMENT NO. 788k RIM = 350.39 MONUMENTA110N MAP JCT. SR 510 WEST QUARTER CORNER --- I.E. = 347.98, 12 "PLAS. ,NW) TO BALD HILLS RD. VICINITY DATED 12/5/06 ! 9122100 BY BILLY R. MUMMA P.L.S. i 250.00' 187.50' SURVEYORS CERTMCA`° O 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. \--STORM CATCH BASIN STORM CATCH BASIN RIM = 349.44 RIM = 349.14 I.E. = 347.62 12 "PLAS. (N) I.E. = 347.21, 12 "PLAS. (N) I.E. = 347.27, 12 "PLAS. (S) RIG14T -OF -WAY CONVEYED TO W.S.1D.O.T. PER A.F.N. 8504150149 i GARY D. LETZRING P.L.S. NO. 38013 i DATE as A � co d � -1- � I i f O Wv n�1 �o a a E A � A W r4 i• 4. r� d 0 d CO i M I`ll ✓"'I o O Q co mm I I p C\2 if CQ � Q PT- a l I ow � Q W x aW rn H W o DATE OF SURVEY 1010312007 DRAWN BY DD JW /RJW DATE 10/2212007 SEC. 4 TWP. 20 RNG.4 SHEET 1 OF 1 PROJECT NO. AM 1±13 DRAWING NO. 2W- 10_gW w"NA DEC 0 9 20 i� irrrrrrrrr PEDESTRIANS INCLUDING PERSONSWITH DISABILITIES MUST BE ACCOMMODATED. F-1- FLAGGER / O ` WARNING TS SPOTTER SIGNS o Posted Speed (mph) 35 40 45 50 TANGENTS Z UNIFORMED 70 LU OFFICER DIRECTIONAL 205 WORK \\ J SPACE 550 600 VEHICLE 700 11 W i BEACON 115 ARROW BOARD / SUPPORT VMS 14 C WORK VEHICLE TRAFFIC SHALL MOVE THROUGH THE WORKSPACE AS CLOSE TO NORMAL SPEED AS POSSIBLE. DELAYS UP TO FIVE MINUTES ARE PERMITTEDUNLESS OTHERWISE SPECIFIED IN THE PLAN. TAPERS I Posted Speed (mph) 35 40 45 50 TANGENTS ■ TYPE III 70 BARRICADE 150 DIRECTIONAL 205 INDICATOR TMA 500 SETUP AND TAKEDOWN OF TEMPORARY TRAFFIC CONTROL ZONE SUPERVISED BY CERTIFIED TRAFFIC CONTROL SUPERVISOR (TCS) FLAGGERS USE 2 -WAY RADIOS LEAD FLAGGER AT CENTER STATION (ALGIERS RD) WIILL COORDINATE "ENTER /EXIT ALGIERS RD" NIGHT-TIME WORK ('/2 HR BEFORE SUNSET TO % HOUR AFTER SUNRISE) • SIGNS, PADDLES, DEVICES, AND PERSONAL • SAFETY GEAR SHALL BE RETRO - REFLECTIVE. • PERSONAL SAFETY GEAR MUST MEET CLASS 2 OR 3 REQUIREMENTS AS INDICATED BY THE ANSMSEA 107 -2004 LABEL. + FLAGGERS, TRUCKS, AND WORKERS SHALL BE ILLUMINATED BY FLOODLIGHTS THAT DO NOT CREATE GLARE FOR DRIVERS. 7 +00 a MINIMUM TAPER LENGTH - L (feet) Lane Width feet 20 25 30 Posted Speed (mph) 35 40 45 50 55 60 65 70 10 70 105 150 205 270 450 500 550 600 1 650 700 11 75 115 165 225 295 495 550 605 660 715 770 12 80 125 180 245 320 540 600 660 720 780 840 BUFFER / SIGHT DISTANCE SPEED (mph) 25 30 35 40 45 50 55 60 65 70 BUFFER (ft) 155 200 250 305 360 425 495 570 645 730 SIGN SPACING = x (feet) CHANNELIZING DEVICE SPACIN (FTj _ 55-70 1500 RURAL HIGHWAYS 60-65 800 MPH TAPER TANGENT RURAL ROADS 45 -55 500 50/70 40 80 URBAN ARTERIALS 35 -40 350 35/45 30 60 RESIDENTIAL 25 -30 200 25130 20 40 RESIDENTIAL 20 -25 100 TEMPORARY TRAFFIC CONTROL PLAN Not Drawn to Scale This sketch not to be relied upon for exact location of utilities. CALL (800) 424 -5555 TWO BUSINESS DAYS BEFORE YOU DIG PERMIT PROJECT LOCATION YELM CREEK STREET CHANNELIZATION TRAFFIC CONTROL FLAGGER CONTROLLED - LOW SPEED "T" INTERSECTION WARNING SIGN SPACING ALL DIRECTIONS = 100 FT MAY BE ADJUSTED TO FIT URBAN WORK SITE OWNER /DEVELOPER CONTACT YELM CREEK BLDG. S LLC. 240 STADIUM WAY SOUTH TACOMA, WA 98402 TEL: 253 - 428 -0800 FAX: 253 - 428 -8172 CONTRACTOR CONTACT PROJECT ENGINEER: JEREMY HAUG EMAIL: JHAUG @SOUNDENGINC.COM Traffic Control Plan prepared by K & D Services, Inc P.O. Box 12040 Everett, WA 98206 800.343.4049 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS N LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 573.0040 - FAX:(253) 573 -0142 www,soundenginc,com - sound@soundenginc.com DAT�4 NOV 08 PA9EOF 1 Drawn by: J. Petermann - WA TCS Certificate No 002959 Ph: 253.691.7455 Jim. Petermann @TrafficControlPlans.com 2RD SUBMIfiAL uEC 0 8 2008