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20120312 Water Redline Cmts 08212013SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. w ibP�-- .. -..349 . TOP --�� _ --------------- ;. . � . TOE ....- . �F �I��,,r•, TTA� E .-..T. Wt ____ - E- ------------ �E TOE TOE TOE TOE ...........'.. ...... ......... . ..... .349.'.'---.'._'._..'.......•.. Q ...... w -TO - TOE \�a LEGEND --------- XI(-- - - - - - -- EXISTING MAJOR CONTOUR � m .....__.._ , Q - ---"-"'-- NX .....-- --- MINOR PROPOSED MAJOROCON TWR a :::•._. 4° DOOR PER `, 4a • ----------- " -' " "'•. a v 1(X PROPOSED MINOR CONTOUR F I' 1 ARCHITECTURAL ' �• PLAN --- -- --�- ,�---- - -- --- # -- -----� ---------- -------- ------------# -- -- --- --------- - I ---- - - - - -- GRADE BREAK K,) d- - -- - - -- - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - --- SPOT ELEVATION c 11 1 F \44� SLOPE LABEL ARCH ; rn° EG EXISTING GRADE � EG FG FINISHED GRADE I I L J i 1� TC TOP OF CURB •' I I, M .� Q t 1 1 I DRAINAGE NOTE: N CONCRETE PAD CONNECT NEW FOOTING AND ROOF DRAINS TO EXISTING SYSTEM. ° aYHI 178H1 I A189 ]A /86 W z `• I © SEC 1 ® © 350.25-1 , , '-�� o DRAINAGE KEY NOTES: U o I I I 34991 �� THANK ❑ Z I I FG ° ®d . �`` , YOU - - - - -- 1' 1 INSTALL EXTRUDED CURB PER DETAIL ON SHEET C -401. u ? o� 1 -1.17. oce r 1 BEGIN �i ` HA �r�- --- --- � � Q � 0 w 349.32 ° , p (, 6' 1NICKE D EDGE SIDEW , I I // I Uj ❑2 INSTALL CEMENT CONCRETE BARRIER CURB PER CITY OF YELM , `°0 3 (I FG - e f ° ° II )� `` / 1 STANDARD DRAWING NO 4-13 ON SHEET C -401. , ' J ° L 350.48 F ° 350.47 F 350.42 F 1 I I)I ` i ®® p 1� (B i " Q , 350.07 350.46 F 350.49 F ��. ®® 1• I; 3 J Z c4 u W ( I I c 350bC FG 3507.96 TC 350.99 TO 350.98 TC 35p,47 F 097 T Z ° - 350.52 TC 350.04 F I © (1 ' , HANDRAIL 63 I 1, W I' J a w '� I I ,1 I 349.90 350.2 350.5 351.67 I •$° If .. 4' CUEA4NOU Q > _ FG FG FG EG ^g. z W 3 m 3 349.48 nd --- '- _._ - +�- 351.0 d'. '� eeo °e °ne °o° ° d_ p ee vo li J Z w Y' II d - °rS - SS•_ - - -.SS ____SS___ Svy ----- d ° __ ___ ° o o oa ° 1° w ' W Q > m I I 1 FG ° r. - d d P- �-$$„T-- -88----88- ° - -SS -a 'SS-- SS °o o o X' 350.57 F ° '' o n.. 6R - .. I� ,Y .. ° - i ' Ljq LJ ' p _8.0% - &0 � ' " � � ''p • If Q 0 U it p II -T4 %� ° I BEGIN 1 I i , d c349.9 - '", T 7Z oo ac -8.0 d } TOTAL SUMMARY: 'L I I 349.8 ° ° FG °� TF I 1350.5 „F f AREA: 37,500 SQUARE FEET (0.861 ACRES) it 34989 35U.1 I + ' 1L DRAINAGE /� / / / / 351.0 2 350.10 F FG FGA I FG 351.5 I 1; T 49.53 FG - __ ._ - - 349.17 `` °' .� o p - i 1 ^ °_____________L_._- , « «GL { `� /y j G EXISTING CONDITIONS: 1.5%MAX •1"�/ 1 1'} EX. BUILDING' 2,587 � (0.059 ACRES) FG : °. I I ALL DIREC110NS f / I 1 1 ; EX. PAVEMENT: 21,224 SF (0.487 ACRES) 1 EX. CONCRETE SIDEWALKS 867 SE (0.020 ACRES) _ 11' TOTAL IX IMPERVIOUS: 24,678 SF (0.567 ACRES) FG 8 \ j FINISHED FLOOR ii' `� wq,{yrc T+^��""- "� I IF TOTAL EX PERVIOUS: 12,822 SF 0.294 ACRES { V 9E >r Q ELEV= 351.02' c •,I I -11 �. R£ d,,,...d rus•' ; , I ; ( ) 349.1 N `349.8 ' ,. i ❑ 1•• FG FG i� �. I I) i h ��°"`" I.•i DEVELOPED CONDI110NS J \ 6' CLEANOUT A - _= y I I // (° // (} ` �`ay,N '( IF EX. BUILDING: 2,587 SF (0.059 ACRES) v g •s �j� -° d. °' ^ °. i. • I 1 f(V ,`,� BUILDING ADDITION: 762 SF (0.017 ACRES) a $ S.... .S�' 1.5% MAX 351.02 r ( If DEMO'D LANDSCAPE /NEW IMPERVIOUS: 1,271 SF (0.029 AO(ES) Q 2 � g _ TC ' `,� .� 35D3G - i 1 END ALL DIRECTIONS // r I I 1 EX. PAVEMENT TO REMAIN: 19,187 SF (0.440 ACRES) I 350.5 350.00.: - O X . n a - UUU o // ' G i CONCRETE SIDEWALKS: 867 SIT (0.020 ACRES) z p HANDRAIL I TOTAL DEV. IMPERVIOUS. 24,674 SF 0.566 ACRES sill ° ' TC FC:. - ® o - "�'--+-tp -I r--- ®------- - ° -----1 r // ( ) fi5$ e A. / P 50.14 I Bil 1 I ® 1 1 �� I I'56 I , 61, 349.0 ° ° d FG ° ° _ - __ - - - - - t - - // , I f IX. LANDSCAPE TO BE REPLACED: 498 Sr (0.011 ACRES) � 6 6 FG d er.�- - - - -.- _ 1 END v F49.31 - ° d, ` �: ° p, - , -� e= .b '1 /�� 1 ' DEMO'D IMPERVIOUS / NEW LANDSCAPE: 1,275 SF (0.029 ACRES) v / �y I 1 I IX, LANDSCAPE TO REMAIN, 1L05T SF 0254 ACRES) 350.8 " °T 350.7 'v v v a I /" -J�i' / / ' , 1 - - - - - - - n ° p . 4 , p° ' IEGo L> J. - EGA �a TOTAL DEV. PERVIOUS: 12,826 SF (0294 ACRES) 1 of BEgN2p d. P.,. °., .c p 1 BEGIN G (�/ 1( w c6vL 350.19 >: . ' - pd - ° �° V ' J P I ' ADDITIONAL DETENTION AND WATER QUALITY IS NOT REQUIRED. THE p FG ` -e 1. % . °L p350 .EG. p d p' . -° ° QL. °300,8 v a v •• O. , l /ice / /�V i. `' (, o ` PROPOSED IMPROVEMENTS DECREASE THE AMOUNT OF IMPERIOUS CURB > -.- - - - -Y i i _ t SURFACING BY 4 SQUARE FEET, ENC 66 DOTIONAL DETENTIOd S ADDITIONAL .a L a° CUT FG 49.50 - - - - - _ _ _ - - r , 1 - t ., REQUIRED. THE AMOUNT ff P GENERATING IMPERVIOUS .£ -------------------------------- __ ° ••.. -,.. 6.348...._...... // %��' / I WARTEROQUALITY IS NOT REQUIRED. BY SQUARE FEET HENCE A cc ®•• 349.18 ...... wO ............................ 349__'.__......_.._.....__.°-- -.........._................__. 70E ---- �J{{ END 1 -2.1% �/ I ! V L FG .�� _ _ ",... TOE- - # r, I I TOE-- TOE- --'._- Tom--- EG ! H/ 1 U , 348.6 ....348..... / ^•__- v a f Ll EG I I ® 1}•• �T°E TOE TOE-- ::.-- .:.+,TOfi,•• ^"""_' ^i0E•'�,;� ' -- rAE - a ° S 40219' W 25OD v _ 1 _. ^- �e� •+- �^ -".- --n- -- - - - - - -- - - - -- SOLBERG STR fr �E - ------- - - - - -- - - - -- - F I __j 0 10 20 ~ w w 0 "1 '1 ]I 1 Y 1 �]' Alialmw CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTIUTIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. DATUM: WASHINGTON STATE PLANE COORMNAIFS, SOUTH ZONE, NAD 1983/91, BASED ON TES TO THURSTON COUNTY CONTROL MONUMENTS. VERTICAL AND TARM482 JYLICAL NAVD 1988 BASED ON TES TO THURSTON COUNTY GNM POINTS TAR4837 AND TARJMI TBM PK NAIL SET 1' NORTHERLY OF STRIPE END N SOUTHWEST END OF PARKING LOT. M2C PONT N 101, ELEVATION 349.22 SCALE IN FEET E Q 0 ° 0 of Z o< �a D.JA S 5 ut � ZZ 0 31' SO WA,, p °a CON N z - Z Z 0 t y J (.J Lug Dff ':• � 93618 �y� ,1S SrDNAL iN ('40 Z < 07 -31 -2013 N < g�I (.f q APPROVED FOR CONSTRUCTION AT 2_482 - /46_0283 BY: DATE: Director of PubNO Woft '2 rr C -400 APPROVAL EXPIRES: