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HomeMy WebLinkAboutPA2023-0034_20230206_Park Newport CIDH Conceptual Drawings 11-21-2022BLDG 37 OLD LANDSLIDE MATERIAL APPROX. SLIDE PLANE B-5 TERRACE DEPOSITS BACK BAY DRIVE MONTEREY FORMATION BUILDING 37 CAST-IN-DRILL-HOLE (CIDH) PILE DIAMETER = 18" (MIN.) SPACING = 48" O.C. (MAX.) DEPTH = 85'-0" (MIN.) QUANTITY = 50 (APPROX.) BUILDING 37 CIDH SLOPE STABILIZATION PILE CROSS SECTION A-A' DETAILS D-1 1 SCALE: N.T.S. OLD LANDSLIDE MATERIAL BEDROCK (MONTEREY FORMATION) TERRACE DEPOSITS BUILDING 4 B-1 B-3 B-6 BUILDING 4 CIDH SLOPE STABILIZATION PILE CROSS SECTION C-C' DETAILS D-2 1 SCALE: N.T.S. BACK BAY DRIVE BUILDING 4 CAST-IN-DRILL-HOLE (CIDH) PILE DIAMETER = 18" (MIN.) SPACING = 48" O.C. (MAX.) DEPTH = 50'-0" (MIN.) QUANTITY = 40 (APPROX.) BUILDING 37 TIEBACK ANCHOR #8 (1" Ø) GRADE 75 THREADBAR ANCHOR DEPTH = 20'-0" ANCHOR INCLINATION = 45° FROM HORIZONTAL BUILDING 4 TIEBACK ANCHOR #8 (1" Ø) GRADE 75 THREADBAR ANCHOR DEPTH = 40'-0" ANCHOR INCLINATION = 45° FROM HORIZONTAL 45° 45° CIDH SLOPE STABILIZATION PILE BUILDING 37 AND BUILDING 4 CONCEPTUAL CROSS SECTION DETAILS DA T E : DR A W N B Y : KA N E P R O J E C T N O : DE S I G N E D B Y : SC A L E : OF SH E E T PR E P A R E D A T T H E R E Q U E S T O F REVISIONS © 2 0 2 2 KA N E G e o T e c h , I n c . CH E C K E D B Y : So u t h e r n C a l i f o r n i a O f f i c e 60 8 0 C e n t e r D r i v e Su i t e 6 0 0 Lo s A n g e l e s , C A 9 0 0 4 5 (3 2 3 ) 3 3 1 - 9 2 2 2 Ha w a i ' i O f f i c e 14 4 1 K a p i o l a n i B o u l e v a r d Su i t e 1 1 1 5 Ho n o l u l u , H I 9 6 8 1 4 (8 0 8 ) 4 6 8 - 9 9 9 3 Ge o T e c h , I n c . Ge o e n g i n e e r i n g C o n s u l t a n t s No r t h e r n C a l i f o r n i a O f f i c e 74 0 0 S h o r e l i n e D r i v e Su i t e 6 St o c k t o n , C A 9 5 2 1 9 (2 0 9 ) 4 7 2 - 1 8 2 2 Te n n e s s e e O f f i c e 20 0 P r o s p e r i t y D r i v e Kn o x v i l l e , T N 3 7 9 2 3 (8 6 5 ) 2 4 8 - 3 5 0 1 BJ F WF K WF K N. T . S 20 2 2 1 1 - 2 1 KG T 2 2 - 3 6 Pa r k N e w p o r t S l o p e S t a b i l i z a t i o n CI D H P i l e S l o p e S t a b i l i z a t i o n S y s t e m Ne w p o r t B e a c h , C a l i f o r n i a Ge r s o n B a k e r & A s s o c i a t e s 20 1 F i l b e r t S t r e e t , S u i t e 7 0 0 Sa n F r a n c i s c o , C a l i f o r n i a , 9 4 1 3 3 - 3 2 4 2 1 2 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION 18" Ø PILE 4'-0" SPACING O.C. W8X31 2'-0" 4,000-PSI CONRETE 4" Ø DRILLHOLE #8 (1" Ø) TIEBACK 20'-0" LENGTH (BUILDING #37) 32'-0" LENGTH (BUILDING #4) SPACING = 4'-0" O.C. TYPE I/II GROUT 4,000-PSI CONRETE 45° 85'-0" PILE LENGTH (BUILDING #37) 50'-0" PILE LENGTH (BUILDING #4) W8X31 WITH HOLE FOR TIEBACK ANCHOR W8X31 DA T E : DR A W N B Y : KA N E P R O J E C T N O : DE S I G N E D B Y : SC A L E : OF SH E E T PR E P A R E D A T T H E R E Q U E S T O F REVISIONS © 2 0 2 2 KA N E G e o T e c h , I n c . CH E C K E D B Y : So u t h e r n C a l i f o r n i a O f f i c e 60 8 0 C e n t e r D r i v e Su i t e 6 0 0 Lo s A n g e l e s , C A 9 0 0 4 5 (3 2 3 ) 3 3 1 - 9 2 2 2 Ha w a i ' i O f f i c e 14 4 1 K a p i o l a n i B o u l e v a r d Su i t e 1 1 1 5 Ho n o l u l u , H I 9 6 8 1 4 (8 0 8 ) 4 6 8 - 9 9 9 3 Ge o T e c h , I n c . Ge o e n g i n e e r i n g C o n s u l t a n t s No r t h e r n C a l i f o r n i a O f f i c e 74 0 0 S h o r e l i n e D r i v e Su i t e 6 St o c k t o n , C A 9 5 2 1 9 (2 0 9 ) 4 7 2 - 1 8 2 2 Te n n e s s e e O f f i c e 20 0 P r o s p e r i t y D r i v e Kn o x v i l l e , T N 3 7 9 2 3 (8 6 5 ) 2 4 8 - 3 5 0 1 BJ F WF K WF K N. T . S 20 2 2 1 1 - 2 1 KG T 2 2 - 3 6 Pa r k N e w p o r t S l o p e S t a b i l i z a t i o n CI D H P i l e S l o p e S t a b i l i z a t i o n S y s t e m Ne w p o r t B e a c h , C a l i f o r n i a Ge r s o n B a k e r & A s s o c i a t e s 20 1 F i l b e r t S t r e e t , S u i t e 7 0 0 Sa n F r a n c i s c o , C a l i f o r n i a , 9 4 1 3 3 - 3 2 4 2 2 2 PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION CIDH SLOPE STABILIZATION PILE BUILDING 37 AND BUILDING 4 CONCEPTUAL DETAILS