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Home My WebLink About20120312 Sewer Redline Cmts 08202013SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. I , ... \7b. 3'8 a48.Tar TOE�� ------- ............ � -_ - _ ----=== sa3tvya0 ____----- ____.•_.___ ..... ............. 349 ------------------------ _ a3t AC@ TOE TDE lOE i0 TOE ... ...... - -Ty-E�- - rw- •- - - -_ O C - ' Tom''__ I DOOR ARCHITECTURAL ', ' OL ` '' '• I PLAN. --- -- - - - - - - - - - -- - - - - --- - --- -- --- -1 -- -- - -- - - - - - - - - - -- - - - - - - - - - -- - - -# - -- - -- - --- - --- - -- I. rn YL ATCH 7 I I L'L' EG rn LJ I ° LEGEND --------- )8(--- - - - - -- EXISTING MAJOR CONTOUR -------------- _p,.............. EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR XX PROPOSED MINOR CONTOUR - - - GRADE BREAK SPOT ELEVATION ) SLOPE LABEL EG EXISTING GRADE FG FINISHED GRADE TO TOP OF CURB aim 0 4 k j k S Ilk DRAINAGE NOTE: CONNECT NEW FOOTING AND ROOF DRAWS TO EXISTING SYSTEM. / /(JNl CONCRETE PAD I W END 2 ]A 189 3� r o DRAINAGE KEY NOTES: U o I I I © BEGIN 1 © 350.FG ` ' ®° �\� ; THANK-- - --- 1❑ INSTALL EXTRUDED CURB PER DETAIL ON SHEET C -401. a �, o 349.91 e 1 /�/' . Q d ry u 11 -1.1X FG 1 BEGIN 11 ��Ti , ` /r --I .. � I I Ts / 1 Uj ❑2 INSTALL CEMENT CONCRETE BARRIER CURB PER CITY OF YELM 3 349.32 ° �%� 6' THICKEN D EDGE SID ° Ii )� YOU /:" o .. II FG ° ° °,. II I'I I Iw. I� STANDARD DRAWING NO 4-13 ON SHEET C -401. ' , J O m w a a 7 I it w< ° ', 350.07 350.46 350.49 F 350.48 F e 35\"\. 350.42 F I I CI ', �� © ® 89 1. • Ii 3 1/111 J 2 0 a 350.57 FG Fi 350.98 TC � 350,47 F .97 TO l:, ° 350.52 TC 350.04 F HANDRAIL e I ' L u TO i 350.96 TC 350.99 TO I I I 349.90 350.2 1 350.5 351.67 1 I' m ( I I P P °4' CLDANOU .° .. _ ,a ° _ FG FG FG EG °fi#. j 0 3 M a '. . -41 .349.48. a - 5+-____SS --___ -__ _ _ _ -- __ •350.57 f o .. o o 1 �'i a 3 y I I i .� FG - e Q 0 ------- ' --- -- e. SS oI _ 8�0X -8.0 -1.7X o °a 8.0 DR .° .. I} ° SS 'SS e a \ ' e , BEGIN 1 I I . 1111 -1.4% , c349.9 m _ : - -:.: __ _ Y: � � ,n U - e '` , •.J TpAILA AREA. `�• a FG , ; c 349.89 356.1 350. I � tJJ DRAINAGE SUMMARY: FEET 0861 ACRES ° ✓i 350.01 I I FG FG1 351.5 'A I } ( ) a 349.6 ° 0'A ( ; 351.02. .,6/..._,j50.10 F I_. I I FG E 1 u i 349.53 FG i� . . n - - -- G }�Z41- zzLGGLLLd FG 11 I G I N' If ry EG 7 /• O - T r; C�7°�lj/ II Q , EXISTING CONDITIONS: o 349.17 °' ° 1 I - 1 1.5% MAX / ' 350.281 I'J I I EX BUILDING: 2,587 SF (0.059 ACRES) FG ' . ° .. , Qs I I ALL pREC110NS t ( .,, TG I R I I I ; EX PAVEMENT: 21,224 SF (0.487 ACRES) 350.2811 i i �. If EX CONCRETE SIDEWALKS: 867 SF (0.020 ACRE 1°A ° - l �� I I L/�' '•.FG Tl . a ° 1 TOTAL EX IMPERVIOUS: 24,678 SF (0.567 ACRES) I 10 349.69 ° �pV , I I °. I�, I , I 1' / 1 y•6 © 11 FG .g c Fl- '•,II : 1 '. I IE TOTAL EX. PERVIOUS: 12,822 SF (0.294 ACRES) V a� SE4 B a O\ 0 I I ELEV= 351.02' o ` (, ' I I I I 349.1 D '349. y'�/ ( ,, 11.11' . ! • J o li DEVELOPED CONDITIONS J �"- f// . - .. 6' RptANOUT ° %. p ; _ I I ( . ,° 1 i I EX. BUILDING: 2,587 SF (0.059 ACRES) .e BUILDING ADDIDON: 762 SF (0.017 ACRES) # 1.57E MAX 6351.02 DEMUD LANDSCAPE / NEW IMPERVIOUS: 1,271 SF (0.029 ACRES) o N EX, PAVEMENT TO REMAIN: 19,187 SF (0.440 ACRES) y EE Q - .150?•. `.� 350.3 I 1 ENO I ALL DIRECTIONS n ys TC + ` _ FG 5'x5' i ( 1 O I ' CONCRETE SIDEWALKS: 867 SF 70.020 ACRES) _ 5 350.5 350.00.: // // .. If TG FG r < ®° -1r-_ ---- ---- ---- - - -- - HANDRAIL TOTAL DEY. IMPERVIOUS 4 6 ACRES) / I � 2467 SF (0.56 ES) � �� r -I I $ 349.0 .'Ar . + ( O 350.14 ° -- ®I - -- I 1 - ®t I 1V-- I � ( I I EX. LANDSCAPE TO BE REPLACED: 498 SF (0.011 ACRES) I I FG e �. - - _ ( 1 END � I ° - I ` DEMO -D IMPERVIOUS / NEW LANDSCAPE: 1,275 SF (0.029 ACRES) .31 fG ° > ° A : a 350.fi ° ° e - " ° 350.7 'v 1 EX. LANDSCAPE TO REMAIN: 11.053 SF (0.254 ARREST N > EC,� . . .> -- p EG. h, `° . _ - °- - `, /�� 1 I� TOTAL DEV. PERVIOUS: 12:826 SF (0.294 ACRES) O o ' 1 BEGIN G ;BEGIN 2 ^ e' • n . e `" _ . ° p D ° .. 7 , /v ,°q, . 1 I -' ` ADDITIONAL DETENTION AND WATER QUALITY IS NOT REQUIRED. THE Q 350.19 °e 350.5 °. ": a .? n .. ", . °350,8 .. ° ° ( �� Q /1 1 PROPOSED IMPROVEMENTS DECREASE THE AMOUNT OF IMPERVIOUS °- R c EG ° SU ACING BY 4 UARE FEET, HENCE ADDITIONAL DETENTION IS NOT DLI� ---------- = - - = -- - - -- --- -- - - - =-- - - - - -r 1.1 _---- ° - -- --s ---- - - -- �I r /, �' 1`, REWIRED. THE AMOUNT OF POLLUTION GENERATING MIPERVIOUS $ CUT 3 50 /. I , °< f 1 SURFACING HAS BEEN DECREASE BY 766 SQUARE FEET, HENCE ADDITIONAL FG ____ _____ _____________ ______________ 350-- --- - - - - -- // WATER QUALITY IS NOT REQUIRED -. \ .................... - 1 ENO ;, / b p - •� END 1 nl7�VL 34.18 349----- ' -2.1X FG Tn. ... ...................•..._.._.._. Tom_- TOE- -- TOE- -- ° i f 1 .Ei •µ 349.19 THRU P 6W Run, P 'T',3+J� TaE� TOE --- TOE - Tom--- ' - v T^! 1"'1 �'• EG t. TOE - b ' 3486 EG II ? ••....- ® j / sP -__ •„�•_ f ° a $� L"I II ...... SS p) I '-"--TOE ,._.� O I { ' '_'- ' -- -TOE TOE %' Wir...+... -.""'• p y ° ,.' _ ' ° . •� >, ° ToE ToE 0S 4029'19' - -- T f p • ' °O '•,44 , o . -�,'. .. -dt i'f f Z -- ---- .----------------- - - - - -- - '"----- - - - - -- --------- - - - - -- -- - -- - -- - -- II__ - -° -� - - - - - - -- - - - -� - � Q ^" SOLBERG STRtE,T 9;E f a 0 10 zo w w SCALE IN FEET a DATUM: °O a z ��•- 01- M a a ( 'fN LS =1-S N10 I_o,UCrClF- h PLAM? 'TANK 8u. A -t}6 L.9TN Cf TftJlc SD.Jq LJ s DECO D O ODD A ffl f Cl WASIMTON STATE PLANE COORDINATES, SOUTH ZONE. HAD 1967/91, pS WA, R[ z a Z CD 3 BASED ON TES TO TNARSTOH COUNTY CONTROL MONUMENTS `t' °F h +�, s O TMOR AID TAR062 co V' In 0 Q N E tti Lc CATt C) Lt mTO Cil -uTR V L PR N C L `# I Q2A ti.S1F't R S W) T�l-1 • 11E81➢QSL p W Q THESE REOORD DRAMS ARE BASED N PART ON CHANGES TO TIE DESIGN THAT WERE MAW 1968 BASED ON TES TO THURSTON CauMn DWROL POINTS P W J > �+ PROAM TO SCJ ALLIANCE BY OTHER& SCJ ALLIANCE ASJ ES NO RESIwmTES TARI1W AND TAR/362 T CO 61 TBM PX NAIL SET V NORTHERLY OF STRIPE END IN SOUTHWEST END OF FOR ANY OMINSSIONS THAT MAY NOT HAVE BEN REPCRTED. DESIGN CHANGES SHOW PARKING LOT. M2C POINT 1101, E.EVATION 349.22 SZONAL t O Q N RED LNEWOPo( OR 10(C NS o Q c CALL BEFORE YOU DIG 0 s r -2073 w c) c0 S . APPROVED FOR CONSTRUCTION Al2 -282 - f48 -0283 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND BY:- DATE: PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND u.ecT «oi PUb9c vJ°rks r LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY APPROVAL p 6400 EXCAVATION. EXPIRES: