1329 MADRONA AVE 2019 Plans 2022-12-02

/ DECK LOAD rn ,,� V o Z 05 ,*=- TOP OF RETAINED SOIL GRADE BEAM RE:ELEVATION v SIESMIC=160 PSF ��''y�'''• Lcn � / / / /DECK LOAD SURCHARGE=VARIES co .W N� c� Q. • ''''''''W:`:41 7 CO DIAMETER m CI) t—''!..--4 RE: PLAN I = o c 2co z L Z N U V/8N PILE o \ /ACTIVE=4OPCF ` . :. ? RE:PLAN 4 - I - In "' .e d° • de' A a .all BOTTOM RETAINED SOIL ' =e = =•= e ALLOWABLE LOADSla ! _ _ 1 e, e ,s ..,... . • 11%;:......Z.. NNI ° - e b _ a, I SOLDIER PILE b �: I RE:PLAN&ELEVATIONS • ,u.•v 1sS I Wegt \ \ I- o ULTIMATE PASSIVE=500 PCF a co CO 0 SCALE:3/4"= 1'-0" SCALE:1/8"= 1'-0" 3 TYPICAL PILE DETAIL 2 Loading Diagram Z � • � W I- w Ito t 0 2 .. > CC Wa. W W 0) Q' p Cl U 0 j-3D 0 B A Z r r (16) SPACES AT 4'-6"EACH = 72'-0" W21X132 IN 36"DIA. HOLES , 1 I I I 1/ fJ) clo III cm) H o I i I N N C7 2 cO 0 I N r' cn o ¢ W 1— 1iii co -J il START OF LAYOUT ° ° < } u 6 J`, 1 2) wU8 Y a - - - -Basement�� Floor _— _ 4_ - - — - 0" - B.OTRADE BEAM/ - - - , • . --. GRADE BEAM - - A _T.O._PILE _ _,I_.N1' I I_•N2_.' ' 1 N3 N4 (.' i. N5 _• . I i ,i-- PLINTH :' ,I I R€:STF�UGT. RE:ARCH. •_ 60'-0" ELEV. =61.75 TYPICAL ' TYPICAL 1 I I _ T. -8 GRADE BEAM/ 1 I I I I ' ' , • - =1• ' T.O.PILE I I I I I I 1 11-N6 11 -N7 -1 . 1 N8 -1 . 1 �V9-1 ` 1 iN1' � I 1-N12- 1 "1 •N13 1 - 1 N14 1 1 N15 1 N181' "-1- N14 I ELEV. =58.00 I I I I I 1 - 11 - —T—I I I I _ I- -11 ---1-1- - - - 1 +f— f 1 TI- I I r ---T I I I I I I I I 11 —r-i i I i 1-1-1 I Tl I I I I 1 I i i -i l 50'-0° I I I I I I I I I li I I -I- - f --r-I- - --n-- - - r -i---- -11f - -n- - - - 1 I 1 1 I I - -I- -I-`_I F rr rr rr FF rr r1I---F-F-- 1 11 1 I I I I 1 I I I I I I I I 111 r l 1 1 11 1 1 f 1 111 I I 1 1 f 1 I r 1 1 1 � I II II II II , f1 If II 11 f1 IIf II 11 f1 I1111 1 i I I I I I I I 1 II r 1 I r I I 1 I f 1 11r I I 1 I r 1 I r 1 I I 1 40'-0 I I I I I I I I 1 11 1 1 I r I I 1 1 1 1 I If 1 1 1 1 11 1 1 1 1 1 1 I L 1-1 rr rr rr FF rr r-}r FF rr IF FF FF F 1 1 1 1 If II 1 I f 1 I �II r I I 1 I 11 I f �II 11 1 i I II II II Ili f1 If II 1I f1 lir 11 lI r1 Ifill 1 I I I I I I I I I I r 1 1 r 1 1 1 1 f 1 1 r 1 1 1 1 fl If Ill i 30'-O" I I I I I I I I I I , r l 1 r 1 1 1 1 f 1 I � r I I 1 1 f 1 I f I I 1 1 F FF IF FF FF FF rr rr rr rr F F F r � r (21 II II II III 11 111111 f1 Iif II 11 f1 Iflll 1 I I I I I I I I 11 f 1 i f I I 1 I f l l i r I I 1 1 f 1 ' rill 1 1 b•.o I B.O. PILE 7:i r 1 1 1 1 I I 11{I fl If II 11 11 1 4 1 I I 1 1 f 1 I f 4 i I • 1 1 , ELEV. =22.75 � 1 � � I �, CALL 48 HOURS 20 -0 II 1 1 I f I I 1 I r 1 I If I I 1 I f 1 I f I I 1 j �-- r1 rr rr rr rr rr_ lr� r 1- L____J � r1rr r B.O. PILE C� � BEFORE YOU DIG I I ELEV. = 19.0 . 1-800-424-5555 1 1 1 1 1 � cu od,CO CV .cn0 rn SCALE:1/8"= 1'-0" .4....) C/) C7$ 1 North Elevation Utility Conflict Note c4 CAUTION: 4L) N THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH r� CM i2 OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE Lv CV N -- m UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. L'Tlw 0THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN POTHOLING "� w c ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY 2 VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE a m PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. r".,w RESOLVE ANY PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4 iri o� N00 CV SS3 . O C N CO J