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20070404 Ref to Tie Ins 02102009M ° M V7 ui I m 0 N 0.) 0 0 0 GRAPHIC SCALE b 0 ZD b W 1W ( IN FEET > 1 inch = 40 fL 44- /i�v,Ii Ll / ST -I/ I/- i I I I I I PRESERVE AND PROTECT EXISTING ! POWER POLES I I I/ I Iil�. J 1 I I y� I I QI 4 I I I I I ! I I I I I I EXISTING 40' Ui EASEMENT - PER A.F.N. 307E EXISTING WATER - METER TO BE ABANDONED \J ) PRESERVE AND - PROTECT EXISTIN POWER POLES 15' ELECTRICAL EASEMENT PER A.F.N. 604930 -- 349 C .49 t ` 350--- n - - -SD S' �... �... CREEK ROAD MIXED USE A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON TEMPORARY EROSION &'SEDIMENTATION CONTROL PLAN i APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: ELEVATION DATUM SEPTIC SEWER NOTE EROSION CONTROL LEGEND NAVD 88 (NAND 88 - 3.42' = NGVb 29) THURSTON COUNTY PUBUSHED BENCHMARK F 784A FIVE CORNERS. YELM AVE. BALD HILL ROAD & REEK STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. FROM CENTER R BALD HILL RD. ELEVATION = 359.66 15 IRO SD \ - '........av,,,l., \ EDICATIR HOIUS S \ l LI Z I o-q 348 I \ IIII I EXISTING WELL TO BE 347.58 \ CD ABANDONED ACCORDING o, / I'I TO CURRENT CITY OF LL, II A YELM, THURSTON COUN LLLELL I� ( LLLLL�� I HEALTH DEPARTMENT, `LLLLLe� ", -L _LLLLLLLLLt -- AND WASHINGTON STA �n" _LLLI�LL��L,' -) -F ( DOH STANDARDS. v - I 1 I 3 TEMP � � TEMPORARY RAN GE DITCH \360 I DRAINAGE DITCH 1.0% LOPE y 0.5% SLOPE 1 1 CAUTION! \ IJ RHEAD PtlwR I I S \ \ I [ i IJGF FXTRFMF CAUTION. ONES TO BE R P 0 AND/OR RELOCATED I 349.48 COORDINATE VA_ P it I 7 I I I � I�I CD RE I LL! LI L `u' LI I RE LLL TYT Lll LkL,- LL 0 L p-t,, LL I 349.87 L _L `_1 AND I 1- 348.49 ALL EXISTING SEPTIC TANKS AND DRAINFIB.DS SHALL BE LOCATED PRIOR TO COMMENCING OF CLEARING AND GRADING OPERATIONS. ALL EXISTING SYSTEMS 5HAI1 BE DECOMMISSIONED AND REMOVED PER CURRENT CITY OF YELM, THURSTON COUNTY HEALTH DEPARTMENT, AND DEPT. OF ECOLOGY STANDARDS AND GUIDELINES. CATCH BASIN FILTER NOTE CATCH BASIN FILTERS ARE ''0 BE INSTALLED ON PROPOSED CATCH BASINS AS THEY ARE CRSRUCTED. THESE FILTERS SHALL BE REMOVED WHEN THE SITE IS STABILIZED. SEE DETAIL e \ I \ I \ i7 no TEMPORARY DRAINAGE DITCH 0.5% SLOPE d 1 \ �u9 �v 1 NQIL CONTOURS SHOWN Al BASED OFF FINISH jD)uN S PO RADE ELEVATIONS TO AND /R RCOO�bINAT C II" LL LLLL \ - ELL; L, Lt . 1 \\ INAGE DITCH III I _ i ca B TTNAL�� 710N I 3118.62 .5X SLOPE r" INC. LOCATION MA I I \ 348.12 _ TED DURINO I - - -_ CONSTRUCTION AS NEED SEE DETAIL (TYP.) 346 10' SETBACK FROM ELEVATION TO PRO 2:1 MAX SLOPE 1 � � v �� h SD =� I UCT INTERCEPTOR DITCHES PATH I ECK DAMS 1.0 DIRECT STRMWAjER TO THE TEMPORARY SEDIMENT 1 S ADJUST INTERCEPTOR DITCHES Al G PROCEEDS AND S \ITE CONDITIONS \ 347.62 347.12 - D4 I L; 0 10" ELECTRICAL EASEMENT E �" "" ��"�• ' PER A.F.N.3078377 PRESERVE AND \ {xl I i PROTECT EXISTING PRESERVE AND PRESERVE AND CAUTION! POWER POLE PROTECT EXISTING I I i PROTECT 0 VERHEAD POWER LINES POWER POLE 346 \\ I I (III 1 1 I I I I � I III I II I I I III! 1 . r3 I I I � I IIII 1 354 I I I7I 1 p 15 EXSt I I I 1 1 N ROW I I I I I I I I i l l 11 \ I I I 1 CF FF I I j l i i�l I 1 CF -- - w —e� - -- w -- ' W Tw"-- --- w- -Be—ee - w s- -- s - - - -- ?� 'T - -�G ---- - -W_rl w— `— f-- ---- - ° - - -- - - - - - - ----------------------- - INFILTRATION 7 , , ! I I L 1 \ — X — X — FF SILT FABRIC FENCE, SEE DETAIL C4 CL CLEARING AND GRADING LIMITS DEMOLISH AND REMOVE EXISTING STRUCTURES, TEMPORARY SEDIMENT POND / 200' SHORELINE RE PAVEMENT /RAVEL, ETC. CONTRACTOR TO DISPOSE OF ALL BOTTOM EL = 338.73 I"/ BUFFER DEMOLITION AND REMOVAL MATERIALS AT AN APPROVED CITY SPILLWAY EL. = 30.73 OF YELM DUMP SITE. CONTRACTOR SHALL ALSO OBTAIN ALL BERM AY E 3= 34 BERM SWALE AS NEEDED TO NECESSARY PERMITS PRIOR TO DEMOU11ON AND REMOVAL SEE DETAIL DIVERT DRAINAGE AWAY FROM g e NORTHERN PARCEL —O °- CF CONSTRUCTION FENCE, SEE DETAIL C4 iIGN SURFACE 3 Y UNE TEMPORARY INTERCEPTOR DITCH, SEE DETAIL C4 6' WIDE SPILLWAY ROCK CHECK DAM, SEE DETAIL C4 — -------- - --- -- 419a 4 44 SAWCUT LINE (MIN. 1.5' FROM EDGE OF EXST. PVML) TrOM OF POND -3X7S-- —� 34 ( RIP RAP PAD, SEE DETAIL C4 —. 4 344 l% FF j \ \ \ FF 345.09 / \ \ ,A FF 1 CL 1 �i 345.53 a vl \ 1 1 1 100 YEAR\ \ FLOOD PLAIN 1 80UNDARYI \ I q \ I 345.97 \ I CD Vk � I I ra III \1 1 50' WETLAND 1 BUFFER / 7 \ 346.36 /� � � -. - 46 / I 50 WETLAND II 4 BUFFER vv 34T —SD I 200' SHREUNE IFL00D PLAIN 1 BUFFER JI (BOUNDARY 1� 1 �1 TYPE 1 RIP. RAP, 1' THICK, w O 2 E3 25 w � gQo 0 d� N FO Z � O CL tc V9 /0' 01 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS � LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040. FAX:(253) 573 -0142 w mundengincbm- munditundenginumm 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 @SOUNDENGINCCOM DRAWN: J. HAUG BY QR' JFH 071608 BY DATE SCALE: 1 " =30' DATE: 07.30.08 PROJECT k: 07118.10 SHEET NAME: TESC PLAN C3 SHEET 3 OF 31 ffAl DEC 082008 TEMPORARY DRAINAGE DITCH 0.5% SLOPE v -AAR Ac \ 1 � � v �� h SD =� I UCT INTERCEPTOR DITCHES PATH I ECK DAMS 1.0 DIRECT STRMWAjER TO THE TEMPORARY SEDIMENT 1 S ADJUST INTERCEPTOR DITCHES Al G PROCEEDS AND S \ITE CONDITIONS \ 347.62 347.12 - D4 I L; 0 10" ELECTRICAL EASEMENT E �" "" ��"�• ' PER A.F.N.3078377 PRESERVE AND \ {xl I i PROTECT EXISTING PRESERVE AND PRESERVE AND CAUTION! POWER POLE PROTECT EXISTING I I i PROTECT 0 VERHEAD POWER LINES POWER POLE 346 \\ I I (III 1 1 I I I I � I III I II I I I III! 1 . r3 I I I � I IIII 1 354 I I I7I 1 p 15 EXSt I I I 1 1 N ROW I I I I I I I I i l l 11 \ I I I 1 CF FF I I j l i i�l I 1 CF -- - w —e� - -- w -- ' W Tw"-- --- w- -Be—ee - w s- -- s - - - -- ?� 'T - -�G ---- - -W_rl w— `— f-- ---- - ° - - -- - - - - - - ----------------------- - INFILTRATION 7 , , ! I I L 1 \ — X — X — FF SILT FABRIC FENCE, SEE DETAIL C4 CL CLEARING AND GRADING LIMITS DEMOLISH AND REMOVE EXISTING STRUCTURES, TEMPORARY SEDIMENT POND / 200' SHORELINE RE PAVEMENT /RAVEL, ETC. CONTRACTOR TO DISPOSE OF ALL BOTTOM EL = 338.73 I"/ BUFFER DEMOLITION AND REMOVAL MATERIALS AT AN APPROVED CITY SPILLWAY EL. = 30.73 OF YELM DUMP SITE. CONTRACTOR SHALL ALSO OBTAIN ALL BERM AY E 3= 34 BERM SWALE AS NEEDED TO NECESSARY PERMITS PRIOR TO DEMOU11ON AND REMOVAL SEE DETAIL DIVERT DRAINAGE AWAY FROM g e NORTHERN PARCEL —O °- CF CONSTRUCTION FENCE, SEE DETAIL C4 iIGN SURFACE 3 Y UNE TEMPORARY INTERCEPTOR DITCH, SEE DETAIL C4 6' WIDE SPILLWAY ROCK CHECK DAM, SEE DETAIL C4 — -------- - --- -- 419a 4 44 SAWCUT LINE (MIN. 1.5' FROM EDGE OF EXST. PVML) TrOM OF POND -3X7S-- —� 34 ( RIP RAP PAD, SEE DETAIL C4 —. 4 344 l% FF j \ \ \ FF 345.09 / \ \ ,A FF 1 CL 1 �i 345.53 a vl \ 1 1 1 100 YEAR\ \ FLOOD PLAIN 1 80UNDARYI \ I q \ I 345.97 \ I CD Vk � I I ra III \1 1 50' WETLAND 1 BUFFER / 7 \ 346.36 /� � � -. - 46 / I 50 WETLAND II 4 BUFFER vv 34T —SD I 200' SHREUNE IFL00D PLAIN 1 BUFFER JI (BOUNDARY 1� 1 �1 TYPE 1 RIP. RAP, 1' THICK, w O 2 E3 25 w � gQo 0 d� N FO Z � O CL tc V9 /0' 01 SEI SOUND ENGINEERING, INC. CIVIL ENGINEERS � LAND PLANNERS 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 PHONE: (253) 5730040. FAX:(253) 573 -0142 w mundengincbm- munditundenginumm 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 @SOUNDENGINCCOM DRAWN: J. HAUG BY QR' JFH 071608 BY DATE SCALE: 1 " =30' DATE: 07.30.08 PROJECT k: 07118.10 SHEET NAME: TESC PLAN C3 SHEET 3 OF 31 ffAl DEC 082008 FOUND 3' SURFACE BRASSIE IN GONG, MONUMENT N0. GPS2 NORTHWEST CORNER SEC. 29 GRAPHIC SCAM CREEK ROAD MIXED USE 1215106 ( w o +s ao a +m N 592133.310 A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. E 1118379.793 c1l CITY OF YELM, THURSTON COUNTY, WASHINGTON IN MT 1 inch = 90 It DIMENSIONING & HORIZONTAL CONTROL PLAN o -j -7- - - - - - - - _ S 887349' E (976.86' PLAT) _ 10' BSBL (TYP.) - - - - - - - -- _ _ 976.67 CALC. + I ROADWAY INTERSECTION i STA 14+38.39 ROAD B) TRASH ENCLOSURE i I !S88!02'49'E 890 to' BLDG. naero2'4s w j ' BLDG. BLDG. BLDG. ry 20.DO' 9 IV " 10 J ROADWAY INTERSECTI N I I _ ' I t0 h{ G STA 6 +29.81 (CREEKS + I' I � I� • fL ( • i I CQi (•) ,... i r , .'... ,. : - - `. SIDEWALK I ROADWAY ROADWAY INTERSECTION I 3 -.. ",`rte „ (, -- :. U STA 23 +44.44 ROAD C ?-;�. I >.. _ !� - - - EXISTING I � � ( ' s : �' I ': I . I �•'` �' �. ., - - - S A 28 +44.78 (ROAD D CURB t ' '16' IYP. STA 30 +31.50 (ROAD E) ''�, _', : _ • :`.'.. I, '; O) ; i ;i ; ;`'. I I �!, ' •'•I ¢ : I I: I i' 35 +39.48 (ROAD E) z I _ 0+ t+ Vii` I _ 11 I R I I i I i• � <,,* `.s ; 42i'Po R -� ,, ,1., . � x IT y_ _ - - L �. J - _ --F- \ s A oz U - �••- i,� „� °'., �` - `- -T-•-^,-,., ^*4i.• ., f` � - -- '= ••-- -. _ ,. ;'` `�•�L \C7 ,i in t I SIIT ALK "� 9'S s`+ `9 -"• ti. ` "x �.," _". 77t - 1 � - �--_ ._ 35+00 S88'26'11'E ADA STALL AND PARKING SIGN 1 �� il PR P 55' RW I _ .. , .- ;. an, a . i., >,,. T ' .1g, ,.(t.:= ;: 62.94 SEE DETAILS (TYP.) 9 10 -- EXST ROW 9 (TYP:) �� I ay ( I i f y • � ' C-O- M M ERC IAL _. ,' ;� s , -- ,::.• _ '. - # ._ S :.I; ' t - _ - - - a, PROPOSED ' } G GE R8 D ESTOP ROW DEDIC 744 BUILG #1 L TYP.) e g 2 'ca a I �- o I , -- 8' -0 ,} 19' CARPORT (TYP.) 15' MIN (TYP.) UI L1 / - 4 SIDEW /L2' d c2 v o 11 r I BLDG.n 11/ R 3' TYP. Q - o F �rT I 15' BSBJI I I _. - i n i< �� ' i ri i . I } C2 ' (15' MIN., TYP. .1 v I I. n z so' 19' (CARPORT n- o � u 20' ° I/ 1 I 250.4' 20' (TYP.) r 1 f s l 17" 27• TYP. I .I 1) R =3' TYP. _ i v BLDG. 611 sD' BLDG. A I 0 � v . z m, - I< I i 1 I i I 11 1 1 sl r j in BLDG. i 1 r I i to EXISTING 40' UTILITY 8377 T I I I i �'_ '•h V I PER A.F.N. 3078377 60' s' I A I .' � 2 ` .• I ..0 I.... ll � � / � ::: 6' SIDEW PROP 10' unu* I i I. y e..... - o' BLDG. a' BLDG. I v EASEMENT PER Y' I cr OF YELM STAND I I i SID ALX35 COMMERCIAL .. C .:.I / 1 I 1-- -31.5' \/ I .;.2. .� -- - - t� A LAY INTERSECTION N I I I I I BUILDING #2 CJ CARPORT 'STA 27 +91.78, 62.97 LT ROAD ' 5E I v, I. I I t ' I •`.. C2 :. 4 fi. SIDEWAtIf •.- ' _ - 51 (ROAD F _. I 1 W3f I I I I R =8 I'' I I T -- - _ 5 - -- STA 44+76. 8 �tt ca cE -� � a I I I i 9' N - 41 +00 42 +00 - - _ S$b Is C 57 23' - "'^-IF - I - SBP �6'1a.,,3�,_,. 43#00 44+00 - - \ 20, ROADWAY INTERSECTION I� I 44$01 - 1 - ___ _+ _ e2s'3a* _ S882s'11`E` SOUND ENGINEERING, INC. 15' ELECTRICAL EASE MEN I I STA 20 +91.44 (ROAD C) o: _ - 4279''... 6 , PER A.F.N. 804930 I STA 40 +31.50 (ROAD F) ')� 1.,,x;. Ell D ENC _ ,. b0�9 �pti 20.15' CIVIL ENGENEERSTLANDPLANNERS I 1 zq (; •) IIDZCT COMn WA9840:E3oo ROADWAY INTERSECTION i' DE_GAIiF,YATH KNOX BOK „ - _ TYP }: )',` a� Pxoxe (zsalsYSooao�Fnx:(xsa)s�3oiaz oSTA 2 +41.18 CREEK I _ WAY.INTERSECDON •a - , OP Q' _ www.soundengjn,com I, sound@soundenglncsom a STA STA 52 +74.96 - PRECAST CONC. MONU M E T I STA 20 +21.84 (ROAD B R_g • - _ PROJECT: SEE DETAIL (TYPJ _ _ _ ' 20 ± ,..8',(j1T.)• .. . , . • .. - 1 RS 06 '� ROADWAY INTERSECTION MAILBOXES P . I. I I -. P1 +00 991 S2 }00 19.7 c ti '.h I CREEK ROAD $882351 E _ ( "} ` _ s15.T 3 p !.5� �•y :STA 25 +91.78 (ROAD D e.� OFFICE MIXED USE i S887351 E 9, • 3' 53 +00 _' - \ x,8.05 S8i126'14 E 1Ds18 y STA 45 +39.48 {ROAD F) , 0 0.00 24 81.50' ROADWAY INTERSECTIONN 14kl47 ' '�- - - I � S8B'23' 1'E 55 +OOFUNRE CONNEC710N IN C110N : _ L 3fi.� S° •02 53• S7.Z1 Q �3 o N ro2'49�W 921'1' I A 51 31:50 ROAD A - 24 -- - STA 55 +70.56 ROAD A SIj +00,. Tanta' 30 - OL � +az as, Q9.7s IS (ROaD BLDG P CLIENT: _ I I : S3T.$i'��"�' - • �5 ��'A0.00 - 57 157�pp sTa L) I _ STA 10+50.25 A_R :' Q 0 L4- LLC 7T387.21' - 609-85' CALC. . to' ELECTRICAL EASEMENT �i°- _ _ N 8823'sL_w _ - _ 1t' YELM CREEK SOUTH PER A.F.N.3078377 (610.13 PER R.O.S. 3595810) _ _ _ _• _ _ _ 8 0800 F TH( ) B St72 fi n12.zs' PLAT I 240 STADIUM WAY SO 2 - - - 1112 03 CALC _ TACOMA,WA 98902 �- = T1' TEL: (253) 42 - A %: 253 42 - + EMAIL: 10' BSBL z - § GATE W/ 'KNOX BOX' a I .I I I BOX LOCATION TO BE _ - PROJECT ENGINEER: JEREMY HAUG COORDINATED W/ THE CITY I I I I OF YELM FIRE MARSHALL 200' SHORELINE BUFFER E -MAIL: JHA UG @S OUNDENGINC.COM PROP 15' WATER 4 u t� DRAWN: 1nauG � EASEMENT i o I I I I G'�1 II 4 �gp v i1 iT=,.g Ll I I j BY o I v, I �a��.4'�� ,mod �•w� �� I 1 QR: JFH 072108 I BY DATE o I I I I I I °op I I SCALE: C' =30' j I nom. I I I DATE: 07.30.08 \ PROJECT 4: 07118.10 E o E 111a289.358 ELEVATION DATUM Ilv M �- NA 88 - - - - -- -� -- -� DIMENSIONING & 00 �/ (NAVD 88 - 3.42' = NGVD 29) HOR, CONTROL PLAN %--- _.-tom, I FOUND 3' SURFACE BRASSIE FIVE THURSTON COUNTY PUBLISHED BENCHMARK 784A \\ m IN CONC., MONUMENT N0. 788 FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK '•• CALL 48 HOURS 0 WEST QUARTER CORNER STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 106TH AVE SW 12/5/06 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 27 S.W. BEFORE YOU DIG _. -__ -- � CENTER OF BALD HILL RD. _ Q- _ _� - -� -_ - -- o ELEVATION = 359.66°'�, 1- 800 - 424 -5555 - -- _ ---- .-- _..___ SHEET 2 OF 31 0 2ND SUBMIRAL DEC 0 8 200 0 u z � £ U o v d w °w � o -j -7- - - - - - - - _ S 887349' E (976.86' PLAT) _ 10' BSBL (TYP.) - - - - - - - -- _ _ 976.67 CALC. + I ROADWAY INTERSECTION i STA 14+38.39 ROAD B) TRASH ENCLOSURE i I !S88!02'49'E 890 to' BLDG. naero2'4s w j ' BLDG. BLDG. BLDG. ry 20.DO' 9 IV " 10 J ROADWAY INTERSECTI N I I _ ' I t0 h{ G STA 6 +29.81 (CREEKS + I' I � I� • fL ( • i I CQi (•) ,... i r , .'... ,. : - - `. SIDEWALK I ROADWAY ROADWAY INTERSECTION I 3 -.. ",`rte „ (, -- :. U STA 23 +44.44 ROAD C ?-;�. I >.. _ !� - - - EXISTING I � � ( ' s : �' I ': I . I �•'` �' �. ., - - - S A 28 +44.78 (ROAD D CURB t ' '16' IYP. STA 30 +31.50 (ROAD E) ''�, _', : _ • :`.'.. I, '; O) ; i ;i ; ;`'. I I �!, ' •'•I ¢ : I I: I i' 35 +39.48 (ROAD E) z I _ 0+ t+ Vii` I _ 11 I R I I i I i• � <,,* `.s ; 42i'Po R -� ,, ,1., . � x IT y_ _ - - L �. J - _ --F- \ s A oz U - �••- i,� „� °'., �` - `- -T-•-^,-,., ^*4i.• ., f` � - -- '= ••-- -. _ ,. ;'` `�•�L \C7 ,i in t I SIIT ALK "� 9'S s`+ `9 -"• ti. ` "x �.," _". 77t - 1 � - �--_ ._ 35+00 S88'26'11'E ADA STALL AND PARKING SIGN 1 �� il PR P 55' RW I _ .. , .- ;. an, a . i., >,,. T ' .1g, ,.(t.:= ;: 62.94 SEE DETAILS (TYP.) 9 10 -- EXST ROW 9 (TYP:) �� I ay ( I i f y • � ' C-O- M M ERC IAL _. ,' ;� s , -- ,::.• _ '. - # ._ S :.I; ' t - _ - - - a, PROPOSED ' } G GE R8 D ESTOP ROW DEDIC 744 BUILG #1 L TYP.) e g 2 'ca a I �- o I , -- 8' -0 ,} 19' CARPORT (TYP.) 15' MIN (TYP.) UI L1 / - 4 SIDEW /L2' d c2 v o 11 r I BLDG.n 11/ R 3' TYP. Q - o F �rT I 15' BSBJI I I _. - i n i< �� ' i ri i . I } C2 ' (15' MIN., TYP. .1 v I I. n z so' 19' (CARPORT n- o � u 20' ° I/ 1 I 250.4' 20' (TYP.) r 1 f s l 17" 27• TYP. I .I 1) R =3' TYP. _ i v BLDG. 611 sD' BLDG. A I 0 � v . z m, - I< I i 1 I i I 11 1 1 sl r j in BLDG. i 1 r I i to EXISTING 40' UTILITY 8377 T I I I i �'_ '•h V I PER A.F.N. 3078377 60' s' I A I .' � 2 ` .• I ..0 I.... ll � � / � ::: 6' SIDEW PROP 10' unu* I i I. y e..... - o' BLDG. a' BLDG. I v EASEMENT PER Y' I cr OF YELM STAND I I i SID ALX35 COMMERCIAL .. C .:.I / 1 I 1-- -31.5' \/ I .;.2. .� -- - - t� A LAY INTERSECTION N I I I I I BUILDING #2 CJ CARPORT 'STA 27 +91.78, 62.97 LT ROAD ' 5E I v, I. I I t ' I •`.. C2 :. 4 fi. SIDEWAtIf •.- ' _ - 51 (ROAD F _. I 1 W3f I I I I R =8 I'' I I T -- - _ 5 - -- STA 44+76. 8 �tt ca cE -� � a I I I i 9' N - 41 +00 42 +00 - - _ S$b Is C 57 23' - "'^-IF - I - SBP �6'1a.,,3�,_,. 43#00 44+00 - - \ 20, ROADWAY INTERSECTION I� I 44$01 - 1 - ___ _+ _ e2s'3a* _ S882s'11`E` SOUND ENGINEERING, INC. 15' ELECTRICAL EASE MEN I I STA 20 +91.44 (ROAD C) o: _ - 4279''... 6 , PER A.F.N. 804930 I STA 40 +31.50 (ROAD F) ')� 1.,,x;. Ell D ENC _ ,. b0�9 �pti 20.15' CIVIL ENGENEERSTLANDPLANNERS I 1 zq (; •) IIDZCT COMn WA9840:E3oo ROADWAY INTERSECTION i' DE_GAIiF,YATH KNOX BOK „ - _ TYP }: )',` a� Pxoxe (zsalsYSooao�Fnx:(xsa)s�3oiaz oSTA 2 +41.18 CREEK I _ WAY.INTERSECDON •a - , OP Q' _ www.soundengjn,com I, sound@soundenglncsom a STA STA 52 +74.96 - PRECAST CONC. MONU M E T I STA 20 +21.84 (ROAD B R_g • - _ PROJECT: SEE DETAIL (TYPJ _ _ _ ' 20 ± ,..8',(j1T.)• .. . , . • .. - 1 RS 06 '� ROADWAY INTERSECTION MAILBOXES P . I. I I -. P1 +00 991 S2 }00 19.7 c ti '.h I CREEK ROAD $882351 E _ ( "} ` _ s15.T 3 p !.5� �•y :STA 25 +91.78 (ROAD D e.� OFFICE MIXED USE i S887351 E 9, • 3' 53 +00 _' - \ x,8.05 S8i126'14 E 1Ds18 y STA 45 +39.48 {ROAD F) , 0 0.00 24 81.50' ROADWAY INTERSECTIONN 14kl47 ' '�- - - I � S8B'23' 1'E 55 +OOFUNRE CONNEC710N IN C110N : _ L 3fi.� S° •02 53• S7.Z1 Q �3 o N ro2'49�W 921'1' I A 51 31:50 ROAD A - 24 -- - STA 55 +70.56 ROAD A SIj +00,. Tanta' 30 - OL � +az as, Q9.7s IS (ROaD BLDG P CLIENT: _ I I : S3T.$i'��"�' - • �5 ��'A0.00 - 57 157�pp sTa L) I _ STA 10+50.25 A_R :' Q 0 L4- LLC 7T387.21' - 609-85' CALC. . to' ELECTRICAL EASEMENT �i°- _ _ N 8823'sL_w _ - _ 1t' YELM CREEK SOUTH PER A.F.N.3078377 (610.13 PER R.O.S. 3595810) _ _ _ _• _ _ _ 8 0800 F TH( ) B St72 fi n12.zs' PLAT I 240 STADIUM WAY SO 2 - - - 1112 03 CALC _ TACOMA,WA 98902 �- = T1' TEL: (253) 42 - A %: 253 42 - + EMAIL: 10' BSBL z - § GATE W/ 'KNOX BOX' a I .I I I BOX LOCATION TO BE _ - PROJECT ENGINEER: JEREMY HAUG COORDINATED W/ THE CITY I I I I OF YELM FIRE MARSHALL 200' SHORELINE BUFFER E -MAIL: JHA UG @S OUNDENGINC.COM PROP 15' WATER 4 u t� DRAWN: 1nauG � EASEMENT i o I I I I G'�1 II 4 �gp v i1 iT=,.g Ll I I j BY o I v, I �a��.4'�� ,mod �•w� �� I 1 QR: JFH 072108 I BY DATE o I I I I I I °op I I SCALE: C' =30' j I nom. I I I DATE: 07.30.08 \ PROJECT 4: 07118.10 E o E 111a289.358 ELEVATION DATUM Ilv M �- NA 88 - - - - -- -� -- -� DIMENSIONING & 00 �/ (NAVD 88 - 3.42' = NGVD 29) HOR, CONTROL PLAN %--- _.-tom, I FOUND 3' SURFACE BRASSIE FIVE THURSTON COUNTY PUBLISHED BENCHMARK 784A \\ m IN CONC., MONUMENT N0. 788 FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK '•• CALL 48 HOURS 0 WEST QUARTER CORNER STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ 106TH AVE SW 12/5/06 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 27 S.W. BEFORE YOU DIG _. -__ -- � CENTER OF BALD HILL RD. _ Q- _ _� - -� -_ - -- o ELEVATION = 359.66°'�, 1- 800 - 424 -5555 - -- _ ---- .-- _..___ SHEET 2 OF 31 0 2ND SUBMIRAL DEC 0 8 200 rn N m 0 c 0 0 0 U 0 0 I 0 N ni 0 d in 1 GRAPHIC SCALE APPROVED FOR CONSTRUCTION g >o ee ,Pa CREEK ROAD MIXED USE NOTES w 1. BOLLARDS MAY BE REQUIRED TO PROTECT FIRE HYDRANTS o TO BE DETERMINED BY THE DEPARTMENT OF PUBLIC BY: DATE: A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29 TOWNSHIP 17 NORTH RANGE 2 EAST W,M. a DEVELOPMENT REVIEW ENGINEER c IN FEET) CITY OF YELM, THURSTON COUNTY WASHINGTON WORKS AND YELM FIRE DISTRICT N0.2. C25 I inch = 30 tL WATER PLAN , APPROVAL EXPIRES: w CONNECTION TO FIRE HYDRANT - r JI �I - EXISTING 8' SEE PLAN AND PROFILE SHEETS `� z I 7 WATER MAIN 6 -C15 FOR WATER MAIN DESIGN I DOMESTIC WATER METER I SEE METER SIZING TABLE RD - - -- - - + I SEE DETAIL (TYP.) 1 D D— RD RD _ I I w w w C25 BLDG. RD RD RD RD— I -T� .J CE REDU PRESSURE SD RAC W ASSEMB BLDG. BLDG. BLDG. SEE DE IL (TYP.) 26 I I m` S HOS BI FOR PROPOSED '0 WATER MAI G SEE PLAN PROFILE SH q R. - r C6 -C15 FO D SIGN \\ CI I • ' •.. ..,• .,, � — • .• ;, •• RPBA _ I I I � PROPOSED FDC DESIGNER (TYP.) LINE TO B N i \ ,:r � \ � ' I I � � � .- -... � - ^r:. - D • •: RD RD=-- `----- •• -RD, I - SIZED BY SPRINKLER SYS - - � �., I ' _ I� � I I " ' .�. '� � ` • I' � � � � I ;' I � � 0.M 1'r.':, � I I � . � � -�'> �. '- - � r. \ M I I U q -° - L_• - -- - C _ 1 G .' E ,,: ,.. I I i F ti _...SEE SIZING TABLE, THIS S ' : FM .. •,.. `^„ - - -- =,„ ., ( I I I �. �� z o U'. SII•..: SD--- ,-_SDM I FM - s:, •. -^-?' :�- _J _ - - - ca, DOMESTIC WATER METER 1 1 I FIRE DEPARTMENT CONNECTIO W W - '- "SA`!*'; ,�SD SD== „r- ,-;, -- " `' - ; �'. ° SEE METER SIZING TABLE, THIS SHEET T I SEE FCC NOTE THIS SHEET _ - w"^',-- ^-^*- �J- •+- --,- -. W➢ .,,.:. SA--- SD, SD D Q SEE DETAIL (TYP.) 1 s I SEE DETAIL (TYP.) r5—"\ - - _: ,_ _ _ . w_"?"'�i 4^'- -W ^ C25 z Y' s °• C25 q � � � 4 , I , . >�R MAID �I i� `+' r R R D .t APPROX.I LO( A➢ I I m p:.. RPBA :::D - ...,E "WA - AIN I •.. .. OF IXIS�ING 10 1 ;. 1 i N. COMMERCIAL ..: • .. -•: .: .... ,...: - - - - - q PBA BUILDING 1 ' , ,, • �` ' _ : ` 1RENDF(& BEDD G SEE DETAIL (TYP.) r-3 RO OSED FIRE LINE 0 BE SIZED BY BLDG. SPRINKLER SYSTEM DESIGNER (TYP.) q 1 ! I I 1 ! ca C$5 I ( 1 PROPOSED 8.0 WATER MAIN ca EE PLAN & PROFlLE'SHEETS C6 -C15 6 1 SEE PLAN & PROFILE SHEETS V I F AD ITIONAL INFORMA-�jIO-N s I I t< C6 -C15 FOR DESIGN 3 1 n I FIRE u�l'ARTMENT CONNE 110N i n. i 3 - 4 °• SEE I C NO THIS H E I I/ I BLDG. z EE DETAIL (T1P. I n 9y I C25 I/ 1:. E CZ A � IJ 11>N11 /l•.. � In I c�`"'a SD SD sD .. SD BLDG. 1 IJ 11 1 D I v I I$ ti COMMERCIAL ! 1 J I BLDG PROPOSED 8 0 INA�E AIN I V I= •. i 1 :/ I IJ SEE PLAN &PROF SHEETS BUILDING 2 : I v I B BLDG. C6 -C15 FOR DESI RED CED PR RE , I A I - - - . BAC FLOW AS BLY FIRE HYD AN _ t WATER MAIN v TRENCH & BEDDING SEE DETAIL (TYP.) 3 G v- _ ci I -_e •- C6 -C15 M N OESI I( 1 I ti ': s SEE DETAIL (TYP.) R 2 6 VALVE BOX I " U — ' - / EE - SHEETS �w - RDA- D- -=--ir RPBA ,r I I I nl 1 f - -- .. - IF C6 -C15 FOR WATE SIGN v, VALVE BOX Ci 4.. o = 1 - \/ q SEE PLAN AND PROFILE I - T - - - - - f\ - - SEE DETAIL TYP.) ' C6 -C15 FOR WATER DESIGN I I: I N a. I I 6 3 g 4 I ll' S E I SEE DE AIL (TYP.) 2 •; -= -`. ` _. - " 7�N - '; / -A v, 'l \ c26 q a ` I _ �..�. I �- -- - - -- C26 - -- -.. -- -^,�.W _ �1M .. .,- - �,, C C. I I �• THRUS BLOCKIN �,1 �I to -. C -- SD -- Rlti.)J " F DE IP1HRUSTBIOCKING SO ; SD SD— S w SOUND ENGINEERING, NC. SEE DETAIL (TYP.) FM M e SDe 25 F SD PNER 1302 COMMERCE ST., SUITE 300 PRQPC 4, 4 W ;Ty,�yRy'' I 'J F ^ TACOMA, WA 98402 q I $E> P D P Att PHONE: (253)573.OND- FU:(253) 5730142 • • 6 MI " " — ,C C6 -C15 FOR WA R MAIM -D SIG i www.wuWenginc.com- souM®wuneenginamm iNEC 0 �T <I -STORM TO WATER TYP) 5 MIN HORIZON 10 MIN HURIZONTAL SEPERA ON ' SANITARY TO STORM lYP STING 1 ry' I i I I NI.. . TO WATER TYP PROJECT: AI II _ I I RPBA .. DE AI I w w w w i CMIXEDROS D �CESa UVAY A OFFICE FMl SD SD SD— SD - SIJ. ',r.., SD- •---- --- -SR I F FM _ SD SD 'SA"^'�-- ^..�^� ., S➢ ±' SD SD ;. - CLIENT: I I F $➢ SD --s� -- - ^ -`-D PROPOSED FDC LINE TO BE Q DUB bEfECT R CK BLDG ;$IZED Y SPRINKLER srsteM vA�VE SSE LY 4 5 YELM CREEK BLDG.S LLC. DES 04ER (TYP.) SEE DETAIL STYP.) czs 240 STADIUM wav SOUTH byo PROPOSED 8.0 WATER MAIN - - - -` •;.' 3 SEE PLAN & PROFILE SHEETS �� - - - - - TACOMA,)4280800 FAX:(253)4288172 I I " TRENCH PAVEMENT RESTORATION C6 -C15 FOR DESIGN FDC: NOTE: IDENTIFICATION OF THE BUILDING — — — — — — — — — — — TEL: EMAIL: SEE DETAIL (TYP.) 7 CI SERVED SHALL BE CLEARLY POSTED AT EACH FDC I I C21 PROPOSED FIRE LINE TO BE ZED BY (TYP,) TO THE APPROVAL OF THE CITY OF YELM. SPRINKLER SYSTEM DESIGNER i(T -C NOTE CONTRACTOR TO COORDINATE LOCATION OF I 1 ----- - - - - -- E-MAIL )HAUL@ R: JEREMY HA G FILE SHEETS' C6 -C15 FOR _ - PROTECT ENGINEER: JEREMY HAUG SEE PLAN &PRO FDC AND LINE WITH FIRE PROTECTION CONTRACTOR I ` )('�ATION p^ �(' 'I PRIOR TO CONSTRUC110N. Ij 3 I I 1 .J !I • y ADDITIONAL .�_�!� �I: I1.II�,I. I u _ 1 IIl I DRAWN: I HAUG BY FIRE PROTECTION NOTES THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FIRE PROTECTION SYSTEM AS SHOWN FROM THE MAIN UNE TO THE CONNECTION AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTOR'S BID SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY 'NFPA 13', ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS. POTABLE WATER SERVICES BUILDINGS FIXTURE UNITS METER SIZE (IN) SERVICE LINE <IN) A 27S I!1' 2 B 162 IV 2 C 22E: 1L' 2 D 312 2 2 E 444 2 2} F 34F 2 2 G 120 11/ 2 H 33( 2 2 I 22E: 1/!' 2 J 346 2 2 RED 40 1 1 COMM 162 N/A 2 2 PROPOSED 8 6 WATER MAIN SEE SHEETS C7 -C16 QR: ]FH 7130106 ELEVATION DATUM BY DATE I I NAVD 88 SCALE: I"=30' -- I (NAND 88 - 3.42 = NGVD 29 ) OATE:7 /31/08 ----- _- THURSTON COUNTY PUBLISHED BENCHMARK # 784A PROJECT #: 07116.10 FIVE CORNERS. YELM AVE:. BALD HILL ROAD & CREEK - --s - - - -I STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ L }' 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. SHEET NAME: — W— — — — —I FROM CENTER OF BALD HILL RD. �-= �_APPROX. LOCATION OF ELEVATION = 359.66 WATER PLAN - _-- - - -- -`] =�> EXISTING WATER MAIN - -------- - - - - -- - -� CONNECTION TO EXISTING 8• WATER MA y;1 CALL 48 HOURS \�2V BEFORE YOU DIG TRENCH RESTORATION 1 -800- 424 -5555 Clu C21 SHEET 18 Of 31 2ND SUBMITTAL DEC 0 8 2008 s i GRAPHIC SCALE CREEK ROAD MIXED USE s N I I j '° '° °° U° A PORTION OF THE NW QUARTER OF THE NW QUARTER OF SECTION 29, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M. IN) CITY OF YELM, THURSTON COUNTY, WASHINGTON I inch = 30 lf. S.T.E.P. SEWER PLAN ! I I W W W W BUIL ING I PANEL FFOR :STEPNTANK RI 349 4 _ 6° IE = 34 30 BUIL ING I STEP TANK W 1 2 PUMPS (TYP.) FF= 9.74 12K � BERGLAS / c2a � , ssco FF= 48.60 I. `A. SEE DETAIL (TYP.) \ \\ '1 ` RIM = 6 6- IE (IN) = 34200 E�� 1 1. J1 . GO 2- IE L(OUT) = 343.00 / B' IF = 34215 IM 35152 .� SSCO a=3514230 c RPBA f U IE = 347.3 - I . v COMMERCIAL I BUILDING #1 FM 31+00 2_74 q sE 7 - r- t I I FF= 351.55 U f i W c ELEVATION DATUM APPROVED FOR CONSTRUCTION NAVD 88 (NAVD 88 - 3.42' = NGVD 29) BY: DATE:-z E I� THURSTON COUNTY PUBLISHED BENCHMARK If 784A REVIEW ENGINE 784A £ w FIVE CORNERS. YELM AVE. BALD HILL ROAD & CREEK ° w STREET. POINT FALLS IN CENTER OF SIDEWALK. (S -82 -E/ APPROVAL EXPIRES: = 7') FROM S.E. CORNER OF TRAFFIC SIGNAL BOX, 22' S.W. / FROM CENTER OF BALD HILL RD. � ELEVATION = 359.66 I � � d Zi GH J`.11 U L- S &i H r.y TYPICAL HOSE BIB SHALL BE LOCATED WITHIN 50' STEP TANK GH BUILDING G OF PUMP END OF TANKS tOK BERGLASS (TYP, ALL TANKS) SSCO 19 6- IE (IN) = 340.80 Fl ssco #18 RIM = 34 x.85 2- IE (OUT) = 341.80 RIM = 346.66 6IE =32.2 6- IE= 341.00 SS END OF U IE CO La• I I - STA 35+59.28, 6.00' LT z RIM = 345.65± C:) SEE DETAIL (TYP.) C28 w • .1 .: M 1�4 I �� - 4 40 C- , , S STEP TANK COM 1 - - � 1 1 '2• T Tp1L � � : : I I J J � w- - � ( ( '. I > �- > � � GH J`.11 U L- S &i H r.y TYPICAL HOSE BIB SHALL BE LOCATED WITHIN 50' STEP TANK GH BUILDING G OF PUMP END OF TANKS tOK BERGLASS (TYP, ALL TANKS) SSCO 19 6- IE (IN) = 340.80 Fl ssco #18 RIM = 34 x.85 2- IE (OUT) = 341.80 RIM = 346.66 6IE =32.2 6- IE= 341.00 SS END OF U IE CO La• I I - STA 35+59.28, 6.00' LT z RIM = 345.65± C:) SEE DETAIL (TYP.) C28 w • .1 .: M 1�4 I �� ,$tl - _ SSCO 5_.. _ U I 1 I • 1 :- 1' - / IOK BERGLASS RIM .76 : • CARPORT q 1 1 0 \ Q 351.52 CARPORT / ca 5- IE (IN = 342.10 - 2'� TYP ) I I x 6- IE = 347.30 TYP. i FF= 350.05 FF= 49.37 2- IE (OU = 343.10 BUI DING F FF =3 7.87 ( / III << - -- 3 I n' a STEP T K M I I 11 1 L FF 349,37 1 W :.• - - FlB GLASS / 1 i RIM 0 351.52 I / 1 I 6- IE (IN) = 344.2 � I I BUILDING D 1 n yY C./) f r - , 2' IE (OUT) = 345.20 - Y I I s• IE = 347.30 q FF= 348.65 Q L� I i 1_¢ �F l iii BUILDING A I U D 3 FF= 351.55 ■ sD- SD SD -*E -SD r 1 - U I cn a C6 -- _ U a 1 SSCO A i°. I 1 SSCO 1 RIM = 349.15 U } I 11 I U N t q 1 RIM _350.95 1 ., i n BUILDING E COMMERCIAL 6 IE = 344.60 ' o 30 1 1 FF= 347.95 $ I l I BUILDING #2 .�� E _ t'. �3 �� I / 1 co 12 .c0 -�'.Hj - FF= 351.55 BUI DING B BUIL ING C (1 / I W RIM II I I 6'IE= 341.31 SSCO 9 �. '� . .. � V / APPROXIMA RIM = 351.52 I v I ° 1 FF= 49.66 wuco 3a Pn FF= 48.23 I cv I I 1' LOCATION 0 �� 2 / 6 IE = 347.3 9 'F n 1 64 IE = 34230 EXISTING 4' i I L I .-+. - ssco 10 -- i S TANK BC (� G\ ICAL HOSE B SHALL 1 LOA/ STEP LINE .- I I ., RIM = 351.52 t I ! 20 3 -- Ell T 14 : / B- IE IN -341. _ 0 PUMP D IN 50 1 ' 0 02 6" z I -. RI =350.44 6- IE = 347.30 '" 2- IE (00 )= 3428 - I F7/FT v v I n I I �I STEP TANK COM 2 U TANKS SSCO 90 .� �.- \/ _ I of 12K- FIBERGLASS. F. IYP. ALL TASKS IM = 348.08 \ / /\ 1 / _ - 7 q RPBA �r IE = 341.59 -i �( AI c,r reuv v I C I TEP TANK E / C SEE DETAIL (TYP )e 6' IE (IN) = 345.30 C27 2° IE (OUT) = 347,00 - ' CIR H RIMa 351.52 -20 OADE - - - - +. I , r MSE DETl�L (IYP.) SSCO E 12 47.30 Q 41 +00 W43+00 -RIM = 351.52 �} I I Ic27 8 6- IE = 347.30 3 FM F dt lF 2"a 19yC f(a (SEA C) -i6Z _ 304± (F 2 + F .' I �I SSCO 13 I I J 4 I ,( I I I g I s IM = 351.52 ; . STA. 20 +85.43, 6.00' RT AC(2SS WAY C I i BE ' II r tL '$TA. 40 +37.50, 6.00 RT ACCESS WAY F L;` J.: I 0. f 6- IE = 347.3 1 ' 2 - 2- GATE VALVES TYPICAL PIPE TRENCH • 1 - THRUST BLOCK , . I I i I I RPBA •N I W W 53 +00 °m' 54 +00 FM , yY� ` - .. ` , • `� F. 144 ±'LF 2 -0 PVC FlA.:,:FM F -- F j'763 /I 0 'g c PROPOSED CONNECTION TO EXISTING 4° STEP LINE STA. 52 +80.97 6.00 RT ACCESS WAY A) I STA. 51 +37.46, 6.00' RT ACCESS WAY A STA. 20 +16, 6.00' RT (ACCESS WAY C) 1 ) STA. 2 +35.13, 7.61 LT I II ". 1 - AP (LIVE TAP) STA. 10+44.28, 6.00' RT (ACCESS WAY B) i - 2. 90' BEND I +0 3 GATE VALVE $Iotp° LAP q�i 1 - 2- TEE 1 - THRUST BLOCK 1 - 2- Z/yAE VALVE CON I TRACTOR SHALL VERIFY EXACT HORIZONTAL AND __S€E-0EFAH: 3 _ VERTICAL LOCATION OF EXISTING FORCE MAIN PRIOR q �4 - 1 - 3- INCREASER C2 I I TO CONSTRUCTION. IF LOCATION DIFFERS FROM WHAT `I - THRUST BLOCK i IS SHOWN CONTACT THE PROJECT ENGINEER I I I I IMMEDIATELY FOR POSSIBLE DESGN CHANGES. iJ I I 1� W1 �� }• ova 3 �:Iv\4,, SEWER PIPE MATERIALS & COVER NOTE 1. ALL PIPE FOR SEWER FORCE MAIN SHALL COMPLY AS FOLLOWS: KEY 1`no13 h.s 'r 5;�� \,6 (�1-� sky 1 A. ALL PIPE LESS THAT 2 -a SHALL BE SCHEDULE 40 PVC DESIGNED FOR SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. --- i i OUTLINE OF BUILDING(S) TRIBUTARY TO 1 I ' SPECIFIED STEP TANK (BUILDING GROUP) B. ALL PIPE 2 -0 OR GREATER SHALL BE PVC 1PS 1120 SDR 21 CLASS --------- - - -- 200, SHALL HAVE RUBBER RING GASKET JOINTS, SHALL COMPLY WITH BUILDING GROUP LABEL ASTM D 1784, AND HAVE A WORKING PRESSURE RATING OF 200 PSI. C. 2 -0 SERVICE LINES SHALL BE SCHEDULE 40 PVC DESIGNED FOR "wv SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. - --S 2. ALL SEWER FORCE MAINS SHALL HAVE A MINIMUM OF 5.0' OF COVER. - - -�- _ S wv S STEP TANK ELECTRICAL NOTE - - - - wv - EACH STEP TANK MUST HAVE THREE SEPARATE ELECTRICAL CIRCUITS 3. ALL GRAVITY SIDE SEWERS LINES SHALL BE 6. 0, HAVE A MINIMUM SLOPE _ i (ONE CIRCUIT FOR THE CONTROL PANEL AND ONE FOR EACH PUMP OF 0.002 FT/FT, AND SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE __ _ 0- _ -- �•'- -1 __�-�, GASKETED OR SOLVENT WELD JOINTS. -Q r IN THE DUPLEX UNIT) ON EACH RESPECTIVE HOUSE PANEL - - -� 4 FITTINGS FOR PIPE WITH ASTM F 4 LARGE BE RUBBER RING GASKET ------------ PVC E 2 •� BKFl I \ / I •., " SEE DETAIL (TYP.) c27 ,6 -lE (IN)- 341.00 3 41 I 1 6' IE (IN) = 341.05 IE (OUT) = 342.05 _ S E I .0 C / .• H 1 SSCO 13 1 �� = 347.40 - 6 IE = 3' .27 SOUND ENGINEERING, INC. i CIVIL ENGINEERS - LAND PLANNERS FM F ✓ n POOL CO CT ON 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 T A.... PHONE: (253) 573.0040 - FAX:(253) 573.0142 4P$ (TYP) ';r wwws°unden9im.mm- sound ®s°undengincc°m ' . PROJECT: o aF uNE co ssco 15 CREEK ROAD STA 45 +49.54, 6_- _00__ILr RIM = 347.25 p00L MIXED USE 6 4E_ SD_ qo DD c CLIENT: ( TYP. e RILL BUILDING YELM CREEK BLDG,S LLC. 240 STADIUM WAY SOUTH TEL: (253) 2 7) 428 -0 00 FAX: (253) 428 -8172 �O� ��. - 6 - °� v. -_ / '`✓e- A-" ; / . _ EMAIL: \,� �" •I•�IJr �d4 0- K444! PROJECT ENGINEER: JEREMY HAUG 4iS �-` 640vL b,Ii• E -MAIL: JHAUG @SOUNDENGINC.COM W }II n�rYLa�`0.rrt10ESl DRAWN: P H FR '1 BY 1 QR: JFH 721.08 BY DATE SCALE: 1 " =30' DATE: 7.30.08 PROJECT #: 07118.10 +Oo yUTiLI STUE SHEET NAME: S,T.E.P. A SEWER PLAN CALL 48 HOURS BEFORE YOU DIG C19 1- 800 - 424 -5555 SHEET 19 OF 31 2ND SUBMITTAL DEC 0 8 2001 - 4 40 C- , , S STEP TANK COM 1 - - � 1 1 '2• T Tp1L � � : : I I J J � w- - � ( ( '. I > �- > � � f ' ' 1 a 6 12K FIBERGLASS Y Y � !' - - � '_: . - - - - - - - - - - - . R� .~ D OF LIN C CO Y Y a 6° IE (IN) = 345.25 � �: Q Q g g t tr .. .. ! �� ' .., w , " - .... r: R Ey I I STA 13+16.44±, 6 6.00 RT' N N i i > \ 2' IE (OUT) = 347.0 - ..� , • a - 0 TOM=350.5 I I� 1/ $SCO 4 3 3 1 - . •• ; 1 • • � �� -.r • a: ' ' � �� • •.0 - g : :SEE DETAIL T TYP.)i , ,. R RIM = 351.52 • •. I II / /I' • ;; - I. , I i 2 6 6- IE = 347.30 U U F FF= 350.05 I I\ S S P TANK F s ssco 1 1 1 1 1 I ,.. I i , 1 1 0 \ Q 351.52 CARPORT / ca 5- IE (IN = 342.10 - 2'� TYP ) I I x 6- IE = 347.30 TYP. i FF= 350.05 FF= 49.37 2- IE (OU = 343.10 BUI DING F FF =3 7.87 ( / III << - -- 3 I n' a STEP T K M I I 11 1 L FF 349,37 1 W :.• - - FlB GLASS / 1 i RIM 0 351.52 I / 1 I 6- IE (IN) = 344.2 � I I BUILDING D 1 n yY C./) f r - , 2' IE (OUT) = 345.20 - Y I I s• IE = 347.30 q FF= 348.65 Q L� I i 1_¢ �F l iii BUILDING A I U D 3 FF= 351.55 ■ sD- SD SD -*E -SD r 1 - U I cn a C6 -- _ U a 1 SSCO A i°. I 1 SSCO 1 RIM = 349.15 U } I 11 I U N t q 1 RIM _350.95 1 ., i n BUILDING E COMMERCIAL 6 IE = 344.60 ' o 30 1 1 FF= 347.95 $ I l I BUILDING #2 .�� E _ t'. �3 �� I / 1 co 12 .c0 -�'.Hj - FF= 351.55 BUI DING B BUIL ING C (1 / I W RIM II I I 6'IE= 341.31 SSCO 9 �. '� . .. � V / APPROXIMA RIM = 351.52 I v I ° 1 FF= 49.66 wuco 3a Pn FF= 48.23 I cv I I 1' LOCATION 0 �� 2 / 6 IE = 347.3 9 'F n 1 64 IE = 34230 EXISTING 4' i I L I .-+. - ssco 10 -- i S TANK BC (� G\ ICAL HOSE B SHALL 1 LOA/ STEP LINE .- I I ., RIM = 351.52 t I ! 20 3 -- Ell T 14 : / B- IE IN -341. _ 0 PUMP D IN 50 1 ' 0 02 6" z I -. RI =350.44 6- IE = 347.30 '" 2- IE (00 )= 3428 - I F7/FT v v I n I I �I STEP TANK COM 2 U TANKS SSCO 90 .� �.- \/ _ I of 12K- FIBERGLASS. F. IYP. ALL TASKS IM = 348.08 \ / /\ 1 / _ - 7 q RPBA �r IE = 341.59 -i �( AI c,r reuv v I C I TEP TANK E / C SEE DETAIL (TYP )e 6' IE (IN) = 345.30 C27 2° IE (OUT) = 347,00 - ' CIR H RIMa 351.52 -20 OADE - - - - +. I , r MSE DETl�L (IYP.) SSCO E 12 47.30 Q 41 +00 W43+00 -RIM = 351.52 �} I I Ic27 8 6- IE = 347.30 3 FM F dt lF 2"a 19yC f(a (SEA C) -i6Z _ 304± (F 2 + F .' I �I SSCO 13 I I J 4 I ,( I I I g I s IM = 351.52 ; . STA. 20 +85.43, 6.00' RT AC(2SS WAY C I i BE ' II r tL '$TA. 40 +37.50, 6.00 RT ACCESS WAY F L;` J.: I 0. f 6- IE = 347.3 1 ' 2 - 2- GATE VALVES TYPICAL PIPE TRENCH • 1 - THRUST BLOCK , . I I i I I RPBA •N I W W 53 +00 °m' 54 +00 FM , yY� ` - .. ` , • `� F. 144 ±'LF 2 -0 PVC FlA.:,:FM F -- F j'763 /I 0 'g c PROPOSED CONNECTION TO EXISTING 4° STEP LINE STA. 52 +80.97 6.00 RT ACCESS WAY A) I STA. 51 +37.46, 6.00' RT ACCESS WAY A STA. 20 +16, 6.00' RT (ACCESS WAY C) 1 ) STA. 2 +35.13, 7.61 LT I II ". 1 - AP (LIVE TAP) STA. 10+44.28, 6.00' RT (ACCESS WAY B) i - 2. 90' BEND I +0 3 GATE VALVE $Iotp° LAP q�i 1 - 2- TEE 1 - THRUST BLOCK 1 - 2- Z/yAE VALVE CON I TRACTOR SHALL VERIFY EXACT HORIZONTAL AND __S€E-0EFAH: 3 _ VERTICAL LOCATION OF EXISTING FORCE MAIN PRIOR q �4 - 1 - 3- INCREASER C2 I I TO CONSTRUCTION. IF LOCATION DIFFERS FROM WHAT `I - THRUST BLOCK i IS SHOWN CONTACT THE PROJECT ENGINEER I I I I IMMEDIATELY FOR POSSIBLE DESGN CHANGES. iJ I I 1� W1 �� }• ova 3 �:Iv\4,, SEWER PIPE MATERIALS & COVER NOTE 1. ALL PIPE FOR SEWER FORCE MAIN SHALL COMPLY AS FOLLOWS: KEY 1`no13 h.s 'r 5;�� \,6 (�1-� sky 1 A. ALL PIPE LESS THAT 2 -a SHALL BE SCHEDULE 40 PVC DESIGNED FOR SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. --- i i OUTLINE OF BUILDING(S) TRIBUTARY TO 1 I ' SPECIFIED STEP TANK (BUILDING GROUP) B. ALL PIPE 2 -0 OR GREATER SHALL BE PVC 1PS 1120 SDR 21 CLASS --------- - - -- 200, SHALL HAVE RUBBER RING GASKET JOINTS, SHALL COMPLY WITH BUILDING GROUP LABEL ASTM D 1784, AND HAVE A WORKING PRESSURE RATING OF 200 PSI. C. 2 -0 SERVICE LINES SHALL BE SCHEDULE 40 PVC DESIGNED FOR "wv SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. - --S 2. ALL SEWER FORCE MAINS SHALL HAVE A MINIMUM OF 5.0' OF COVER. - - -�- _ S wv S STEP TANK ELECTRICAL NOTE - - - - wv - EACH STEP TANK MUST HAVE THREE SEPARATE ELECTRICAL CIRCUITS 3. ALL GRAVITY SIDE SEWERS LINES SHALL BE 6. 0, HAVE A MINIMUM SLOPE _ i (ONE CIRCUIT FOR THE CONTROL PANEL AND ONE FOR EACH PUMP OF 0.002 FT/FT, AND SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE __ _ 0- _ -- �•'- -1 __�-�, GASKETED OR SOLVENT WELD JOINTS. -Q r IN THE DUPLEX UNIT) ON EACH RESPECTIVE HOUSE PANEL - - -� 4 FITTINGS FOR PIPE WITH ASTM F 4 LARGE BE RUBBER RING GASKET ------------ PVC E 2 •� BKFl I \ / I •., " SEE DETAIL (TYP.) c27 ,6 -lE (IN)- 341.00 3 41 I 1 6' IE (IN) = 341.05 IE (OUT) = 342.05 _ S E I .0 C / .• H 1 SSCO 13 1 �� = 347.40 - 6 IE = 3' .27 SOUND ENGINEERING, INC. i CIVIL ENGINEERS - LAND PLANNERS FM F ✓ n POOL CO CT ON 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 T A.... PHONE: (253) 573.0040 - FAX:(253) 573.0142 4P$ (TYP) ';r wwws°unden9im.mm- sound ®s°undengincc°m ' . PROJECT: o aF uNE co ssco 15 CREEK ROAD STA 45 +49.54, 6_- _00__ILr RIM = 347.25 p00L MIXED USE 6 4E_ SD_ qo DD c CLIENT: ( TYP. e RILL BUILDING YELM CREEK BLDG,S LLC. 240 STADIUM WAY SOUTH TEL: (253) 2 7) 428 -0 00 FAX: (253) 428 -8172 �O� ��. - 6 - °� v. -_ / '`✓e- A-" ; / . _ EMAIL: \,� �" •I•�IJr �d4 0- K444! PROJECT ENGINEER: JEREMY HAUG 4iS �-` 640vL b,Ii• E -MAIL: JHAUG @SOUNDENGINC.COM W }II n�rYLa�`0.rrt10ESl DRAWN: P H FR '1 BY 1 QR: JFH 721.08 BY DATE SCALE: 1 " =30' DATE: 7.30.08 PROJECT #: 07118.10 +Oo yUTiLI STUE SHEET NAME: S,T.E.P. A SEWER PLAN CALL 48 HOURS BEFORE YOU DIG C19 1- 800 - 424 -5555 SHEET 19 OF 31 2ND SUBMITTAL DEC 0 8 2001 351.52 CARPORT / ca 5- IE (IN = 342.10 - 2'� TYP ) I I x 6- IE = 347.30 TYP. i FF= 350.05 FF= 49.37 2- IE (OU = 343.10 BUI DING F FF =3 7.87 ( / III << - -- 3 I n' a STEP T K M I I 11 1 L FF 349,37 1 W :.• - - FlB GLASS / 1 i RIM 0 351.52 I / 1 I 6- IE (IN) = 344.2 � I I BUILDING D 1 n yY C./) f r - , 2' IE (OUT) = 345.20 - Y I I s• IE = 347.30 q FF= 348.65 Q L� I i 1_¢ �F l iii BUILDING A I U D 3 FF= 351.55 ■ sD- SD SD -*E -SD r 1 - U I cn a C6 -- _ U a 1 SSCO A i°. I 1 SSCO 1 RIM = 349.15 U } I 11 I U N t q 1 RIM _350.95 1 ., i n BUILDING E COMMERCIAL 6 IE = 344.60 ' o 30 1 1 FF= 347.95 $ I l I BUILDING #2 .�� E _ t'. �3 �� I / 1 co 12 .c0 -�'.Hj - FF= 351.55 BUI DING B BUIL ING C (1 / I W RIM II I I 6'IE= 341.31 SSCO 9 �. '� . .. � V / APPROXIMA RIM = 351.52 I v I ° 1 FF= 49.66 wuco 3a Pn FF= 48.23 I cv I I 1' LOCATION 0 �� 2 / 6 IE = 347.3 9 'F n 1 64 IE = 34230 EXISTING 4' i I L I .-+. - ssco 10 -- i S TANK BC (� G\ ICAL HOSE B SHALL 1 LOA/ STEP LINE .- I I ., RIM = 351.52 t I ! 20 3 -- Ell T 14 : / B- IE IN -341. _ 0 PUMP D IN 50 1 ' 0 02 6" z I -. RI =350.44 6- IE = 347.30 '" 2- IE (00 )= 3428 - I F7/FT v v I n I I �I STEP TANK COM 2 U TANKS SSCO 90 .� �.- \/ _ I of 12K- FIBERGLASS. F. IYP. ALL TASKS IM = 348.08 \ / /\ 1 / _ - 7 q RPBA �r IE = 341.59 -i �( AI c,r reuv v I C I TEP TANK E / C SEE DETAIL (TYP )e 6' IE (IN) = 345.30 C27 2° IE (OUT) = 347,00 - ' CIR H RIMa 351.52 -20 OADE - - - - +. I , r MSE DETl�L (IYP.) SSCO E 12 47.30 Q 41 +00 W43+00 -RIM = 351.52 �} I I Ic27 8 6- IE = 347.30 3 FM F dt lF 2"a 19yC f(a (SEA C) -i6Z _ 304± (F 2 + F .' I �I SSCO 13 I I J 4 I ,( I I I g I s IM = 351.52 ; . STA. 20 +85.43, 6.00' RT AC(2SS WAY C I i BE ' II r tL '$TA. 40 +37.50, 6.00 RT ACCESS WAY F L;` J.: I 0. f 6- IE = 347.3 1 ' 2 - 2- GATE VALVES TYPICAL PIPE TRENCH • 1 - THRUST BLOCK , . I I i I I RPBA •N I W W 53 +00 °m' 54 +00 FM , yY� ` - .. ` , • `� F. 144 ±'LF 2 -0 PVC FlA.:,:FM F -- F j'763 /I 0 'g c PROPOSED CONNECTION TO EXISTING 4° STEP LINE STA. 52 +80.97 6.00 RT ACCESS WAY A) I STA. 51 +37.46, 6.00' RT ACCESS WAY A STA. 20 +16, 6.00' RT (ACCESS WAY C) 1 ) STA. 2 +35.13, 7.61 LT I II ". 1 - AP (LIVE TAP) STA. 10+44.28, 6.00' RT (ACCESS WAY B) i - 2. 90' BEND I +0 3 GATE VALVE $Iotp° LAP q�i 1 - 2- TEE 1 - THRUST BLOCK 1 - 2- Z/yAE VALVE CON I TRACTOR SHALL VERIFY EXACT HORIZONTAL AND __S€E-0EFAH: 3 _ VERTICAL LOCATION OF EXISTING FORCE MAIN PRIOR q �4 - 1 - 3- INCREASER C2 I I TO CONSTRUCTION. IF LOCATION DIFFERS FROM WHAT `I - THRUST BLOCK i IS SHOWN CONTACT THE PROJECT ENGINEER I I I I IMMEDIATELY FOR POSSIBLE DESGN CHANGES. iJ I I 1� W1 �� }• ova 3 �:Iv\4,, SEWER PIPE MATERIALS & COVER NOTE 1. ALL PIPE FOR SEWER FORCE MAIN SHALL COMPLY AS FOLLOWS: KEY 1`no13 h.s 'r 5;�� \,6 (�1-� sky 1 A. ALL PIPE LESS THAT 2 -a SHALL BE SCHEDULE 40 PVC DESIGNED FOR SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. --- i i OUTLINE OF BUILDING(S) TRIBUTARY TO 1 I ' SPECIFIED STEP TANK (BUILDING GROUP) B. ALL PIPE 2 -0 OR GREATER SHALL BE PVC 1PS 1120 SDR 21 CLASS --------- - - -- 200, SHALL HAVE RUBBER RING GASKET JOINTS, SHALL COMPLY WITH BUILDING GROUP LABEL ASTM D 1784, AND HAVE A WORKING PRESSURE RATING OF 200 PSI. C. 2 -0 SERVICE LINES SHALL BE SCHEDULE 40 PVC DESIGNED FOR "wv SOLVENT WELD JOINTS AND SHALL COMPLY WITH ASTM D 1785. - --S 2. ALL SEWER FORCE MAINS SHALL HAVE A MINIMUM OF 5.0' OF COVER. - - -�- _ S wv S STEP TANK ELECTRICAL NOTE - - - - wv - EACH STEP TANK MUST HAVE THREE SEPARATE ELECTRICAL CIRCUITS 3. ALL GRAVITY SIDE SEWERS LINES SHALL BE 6. 0, HAVE A MINIMUM SLOPE _ i (ONE CIRCUIT FOR THE CONTROL PANEL AND ONE FOR EACH PUMP OF 0.002 FT/FT, AND SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE __ _ 0- _ -- �•'- -1 __�-�, GASKETED OR SOLVENT WELD JOINTS. -Q r IN THE DUPLEX UNIT) ON EACH RESPECTIVE HOUSE PANEL - - -� 4 FITTINGS FOR PIPE WITH ASTM F 4 LARGE BE RUBBER RING GASKET ------------ PVC E 2 •� BKFl I \ / I •., " SEE DETAIL (TYP.) c27 ,6 -lE (IN)- 341.00 3 41 I 1 6' IE (IN) = 341.05 IE (OUT) = 342.05 _ S E I .0 C / .• H 1 SSCO 13 1 �� = 347.40 - 6 IE = 3' .27 SOUND ENGINEERING, INC. i CIVIL ENGINEERS - LAND PLANNERS FM F ✓ n POOL CO CT ON 1102 COMMERCE ST., SUITE 300 TACOMA, WA 98402 T A.... PHONE: (253) 573.0040 - FAX:(253) 573.0142 4P$ (TYP) ';r wwws°unden9im.mm- sound ®s°undengincc°m ' . PROJECT: o aF uNE co ssco 15 CREEK ROAD STA 45 +49.54, 6_- _00__ILr RIM = 347.25 p00L MIXED USE 6 4E_ SD_ qo DD c CLIENT: ( TYP. e RILL BUILDING YELM CREEK BLDG,S LLC. 240 STADIUM WAY SOUTH TEL: (253) 2 7) 428 -0 00 FAX: (253) 428 -8172 �O� ��. - 6 - °� v. -_ / '`✓e- A-" ; / . _ EMAIL: \,� �" •I•�IJr �d4 0- K444! PROJECT ENGINEER: JEREMY HAUG 4iS �-` 640vL b,Ii• E -MAIL: JHAUG @SOUNDENGINC.COM W }II n�rYLa�`0.rrt10ESl DRAWN: P H FR '1 BY 1 QR: JFH 721.08 BY DATE SCALE: 1 " =30' DATE: 7.30.08 PROJECT #: 07118.10 +Oo yUTiLI STUE SHEET NAME: S,T.E.P. A SEWER PLAN CALL 48 HOURS BEFORE YOU DIG C19 1- 800 - 424 -5555 SHEET 19 OF 31 2ND SUBMITTAL DEC 0 8 2001