South San Francisco City Council
October 23, 2024

BC-2 BC-4 BC-5 BC-5.1 BC-6.1 BC-1 BC-2.5 BC-3 BC-3.3 BC-4.5 BC-6 BC-A BC-A.9 BC-B BC-B.1 BC-C BC-C.1 BC-D BC-D.1 BC-E BC-E.9 BC-F BC-G BC-G.1 BC-H BC-H.5 BC-J BC-J.1 BC-K BC-K.7 BC-L 1 1st FLOOR ELEV. +46.50' (0'-0") B1 FLOOR EVEV. +35.33' (-11'-2") B2 FLOOR ELEV. +25.16' (-21'-4") S.O.G. THICKNESS 0'-5" ROCK THICKNESS 0'-8" PERIMETER FTG. THICKNESS 2'-0" B.O.E. / FTG. +22.07' ± V.I.F. B2 FLOOR ELEV. +25.16' (-21'-4") ELEV. PIT ELEV. +20.16' (-26'-4") SUMP PIT DEPTH 2'-0" SUMP PIT SLAB 0'-10" B.O.E +17.32' ± V.I.F. TYP. 1 SH2.1 MATCH LINE, SEE SHEET SH3.2 293031323334353637383940414243444546 148 28 140 132 143 138 133 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 125 126 127 128 129 130 131 134 135 136 137 139 145 146 147 141 142 144 3 SH2.2 1 SH4.1 2 SH4.1 2 SH4.4 1 SH2.4 F.G. +37.03'± E.G. +37.74'± F.G. +37.14'± E.G. +37.79'± F.G. +37.25'± E.G. +37.93'± F.G. +37.37'± E.G. +38.08'± F.G. +37.48'± E.G. +38.09'± F.G. +37.59'± E.G. +38.21'± F.G. +37.71'± E.G. +38.48'± F.G. +37.79'± E.G. +38.57'± F.G. +37.88'± E.G. +38.66'± F.G. +37.96'± E.G. +38.70'± F.G. +38.04'± E.G. +38.81'± F.G. +38.12'± E.G. +38.90'± F.G. +38.19'± E.G. +38.93'± F.G. +38.27'± E.G. +39.05'± F.G. +38.33'± E.G. +39.09'± F.G. +38.40'± E.G. +39.07'± F.G. +38.46'± E.G. +39.20'± F.G. +38.52'± E.G. +39.21'± F.G. +38.60'± E.G. +39.39'± F.G. +38.67'± E.G. +39.48'± F.G. +38.75'± E.G. +39.59'± F.G. +38.81'± E.G. +39.49'± F.G. +38.87'± E.G. +39.58'± F.G. +38.93'± E.G. +39.58'± F.G. +38.99'± E.G. +39.60'± F.G. +39.06'± E.G. +39.64'± F.G. +39.13'± E.G. +39.69'± 1 SH2.2 25'-7 1/8" TO PROPERTY LINE
25'-8 1/4" TO PROPERTY LINE
25'-8 13/16" TO PROPERTY LINE
25'-8 3/4" TO PROPERTY LINE
25'-8 1/16" TO PROPERTY LINE
25'-7 1/8" TO PROPERTY LINE
25'-5" TO PROPERTY LINE
25'-3 3/16" TO PROPERTY LINE
25'-1 7/16" TO PROPERTY LINE
24'-11 11/16" TO PROPERTY LINE
24'-9 7/8" TO PROPERTY LINE
24'-8 1/8" TO PROPERTY LINE
24'-6 3/8" TO PROPERTY LINE
24'-4 5/8" TO PROPERTY LINE
24'-2 13/16" TO PROPERTY LINE
24'-1 1/16" TO PROPERTY LINE
23'-11 5/16" TO PROPERTY LINE
23'-9 1/2" TO PROPERTY LINE
23'-7 3/4" TO PROPERTY LINE
23'-6" TO PROPERTY LINE
23'-4 3/16" TO PROPERTY LINE
23'-2 7/16" TO PROPERTY LINE
22'-7 3/8" TO PROPERTY LINE
22'-5 9/16" TO PROPERTY LINE
22'-10 7/8" TO PROPERTY LINE
22'-9 1/8" TO PROPERTY LINE
25'-7 1/8" TO PROPERTY LINE PARTIAL SHORING PLAN 1 1/8"=1'-0" 0' SCALE: 1' 5' 10' 1/8"=1'-0" 1. FOR GENERAL NOTES REFER TO SHEET SH1.1. 2. FOR TYPICAL SHORING DETAILS REFER TO SHEET SH2.1. 3. FOR TYPICAL CONSTRUCTION GUARD RAIL REFER TO DETAIL 4/SH2.1. 4. EXISTING SITE CONDITIONS (SITE PLAN), GRID AND NEW IMPROVEMENTS SHOWN ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL SITE CONDITIONS AND ACCURATE DIMENSIONS. SEE ARCHITECTURAL DRAWINGS FOR BUILDING GRID AND DIMENSIONS. SEE PROJECT CIVIL PLANS FOR SITE AND CONDITIONS. 5. EXISTING UTILITIES SHOWN ON THIS PLAN ARE BASED ON RECORD LOCATIONS SHOWN ON THE SITE TOPOGRAPHICAL SURVEY. ADDITIONAL UTILITIES MAY BE PRESENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM AND/OR DETERMINE THE LOCATION OF ALL UTILITIES AND DRILLING CLEARANCE PRIOR TO PROCEEDING WITH DRILLING OPERATIONS. 6. EXISTING UTILITIES TO BE ABANDONED AND IN CONFLICT WITH NEW SHORING SHALL BE REMOVED BY GENERAL CONTRACTOR PRIOR TO SHORING INSTALLATION. 7. SHORING CONTRACTOR TO VERIFY QUANTITY OF SOLDIER PILES. 8. BUILDING B - B2 PAD ELEVATION FOR REFERENCE ONLY +24.74'± VERIFY WITH CIVIL DRAWINGS. SHORING NOTES: NORTH 0 0 6 2 2 2 7 - - 0 0 8 - 1AS U T REL A E I C ND S E R V U OR GRE DN U GI D U YO FORE EB LL AC RESTRAINED SOLDIER PILE SCHEDULE SOLDIER PILE NUMBER SHORING TYPE (T=TIEBACK) MAX. CUT HEIGHT "H" MIN. TOE DEPTH "D" SOLDIER PILE TOTAL LENGTH MINIMUM PILE SECTION (GR. 50) DSM PILE SPACING TIEBACK DL LOAD/ ANGLE TIEBACK TEST LOAD TIEBACK UNBONDED LENGTH ESTIMATED TIEBACK BONDED LENGTH ESTIMATED TIEBACK TOTAL LENGTH ESTIMATED TIEBACK TAIL LENGTH NUMBER OF TIEBACK STRANDS MINIMUM ELONGATION (IN.) THREADED BAR SIZE (GR 75) MINIMUM ELONGATION (IN.) SOLDIER PILE COUNT SEE NOTE 7 1-6 T - 4'-9" SLOPE 13'-0" 8'-6" 21'-6" W16x26 7'-0" 54 KIPS/ 25° 67 KIPS 15'-0" 20'-0" 35'-0" 3'-0" 2 0.92 - - 6 "H" 146-148 T - 2'-0" SLOPE 16'-6" 14'-0" 30'-6" W18x35 7'-0" 105 KIPS/ 20° 131 KIPS 15'-0" 37'-6" 52'-6" 3'-0" 3 1.17 - - 3 7-9, 19-28 T - 4'-9" SLOPE 13'-0" 8'-6" 21'-6" W16x26 7'-0" 54 KIPS/ 25° 67 KIPS 15'-0" 20'-0" 35'-0" 3'-0" 2 0.92 - - 22 "H" 10-18 T - 4'-9" SLOPE 13'-0" 8'-6" 21'-6" W18x35 7'-0" 112 KIPS/ 25° 139 KIPS 15'-0" 40'-0" 55'-0" 3'-0" 4 0.96 - - 22 "H" 127-135, 144, 145 T - 2'-0" SLOPE 18'-6" 14'-0" 32'-6" W18x35 7'-0" 112 KIPS/ 20° 140 KIPS 15'-0" 40'-0" 55'-0" 3'-0" 4 1.24 - - 11 29, 30, 36 T - 2'-0" SLOPE 18'-6" 10'-0" 28'-6" W14x74 7'-0" 81 KIPS/ 20° 101.5 KIPS 15'-0" 29'-0" 44'-0" 3'-0" 3 0.92 - - 3 'H" 70-98 T - 2'-0" SLOPE 20'-6" 7'-6" 28'-0" W16x31 7'-0" 79 KIPS/ 15° ROW 1 54 KIPS/ 15° ROW 2 98.5 KIPS ROW 1 67.5 KIPS ROW 2 12'-0" 10'-0" 23'-2" 19'-3" 35'-2" 29'-3" 2'-0" - - #11 #10 0.28 0.21 29 'H" 99-121 T - 2'-0" SLOPE 20'-6" 7'-6" 28'-0" W16x31 7'-0" 81 KIPS/ 20° ROW 1 54 KIPS/ 15° ROW 2 101 KIPS ROW 1 67.5 KIPS ROW 2 15'-0" 15'-0" 26'-3" 19'-3" 41'-3" 34'-3" 3'-0" 32 0.91 0.91 - - 23 "H" 122-126 T - 2'-0" SLOPE 20'-6" 13'-6" 34'-0" W18x35 7'-0" 114.5 KIPS/ 20° 143 KIPS 15'-0" 41'-0" 56'-0" 3'-0" 4 1.28 - - 5 37-69 T - 2'-0" SLOPE 20'-6" 10'-0" 30'-6" W14x74 7'-0" 91 KIPS/ 20° 114 KIPS 15'-0" 32'-6" 47'-6" 3'-0" 3 1.04 - - 33 "H" 140-143 T - 2'-0" SLOPE 22'-6" 15'-0" 37'-6" W18x40 7'-0" 119.5 KIPS/ 20° 149 KIPS 15'-0" 42'-6" 57'-6" 3'-0" 4 1.00 - - 4 31-35 T - 2'-0" SLOPE 22'-6" 10'-0" 32'-6" W14x74 7'-0" 101.5 KIPS/ 20° 127 KIPS 15'-0" 36'-3" 51'-3" 3'-0" 3 1.16 - - 5 "H" 136-139 T - 2'-0" SLOPE 23'-6" 16'-6" 40'-0" W21x44 7'-0" 123 KIPS/ 20° 154 KIPS 15'-0" 44'-0" 59'-0" 3'-0" 4 1.03 - - 4 ** "H" DENOTES HEAVY SURCHARGE, 120,000 LB. POINT LOAD A MINIMUM OF 6'-0" CLEAR FROM FACE OF SHORING OR FROM TOP OF SLOPE. THE MINIMUM ELONGATION IS 80% OF THE THEORETICAL ELONGATION AND INCLUDES A 3'-0" LONG STRESSING TAIL LENGTH. STRUCTURAL ENGINEER STAMP ISSUE / REVISION SCALE S.E.R. DESIGN DRAWN PROJECT No. DRAWING TITLE No. DESCRIPTION DATE 1300-B Old Bayshore Highway San Jose, CA 95070 TEL: 650.302.0542 www.ASEsoil.com 410 NOOR AVENUE
SOUTH SAN FRANCISCO, CA 94080
SYRES - 410 NOOR - BUILDING B
TEMPORARY SHORING PERMIT DRAWINGS 11/09/2022 1 REVISION 01/09/2023 2 REVISION 01/26/2023 3 REVISION 03/17/2023 4 REVISION 04/10/2023 5 REVISION 06/07/2023 DATE SIGNED 06/07/2023 AS NOTED IF PRINT SIZE IS 30"x42" 21030 BGC BGC BGC All drawings and written material appearing herein constitute the original and unpublished work of the American Subsurface Engineering and the same may not be duplicated, used or disclosed without the written consent of the American Subsurface Engineering. SHORING CONTRACTOR 1300 Old Bayshore Highway San Jose, CA 95112 TEL: 408.795.1700 www.amdrill.com PROJECT NAME / LOCATION 6 REVISION 06/14/2023 PARTIAL SHORING PLAN SH3.1 A-1 A-2 B-1 B-2 C-1 C-2 KEY PLAN 1 2 3 44 4 5 5 5 6 06/14/2023
ATTACHMENT 1