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3800 RIVERFRONT BLVD 2025-07-23
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3800 RIVERFRONT BLVD 2025-07-23
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Last modified
7/23/2025 3:49:01 PM
Creation date
6/18/2025 10:18:28 AM
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Address Document
Street Name
RIVERFRONT BLVD
Street Number
3800
Imported From Microfiche
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0 <br /> ® ® C <br /> T3 <br /> 147 2'(R -SEE NL) ® ® (3 ®� ® 9 <br /> Z <br /> ( •) W14 18-0. 13-0, 73,-0' 9T-4,(REF-SEE GNL) <br /> W14x90 22'-0' <br /> i PS7 PS9 W14x90 27-4, <br /> m <br /> o <br /> � 22-0. <br /> n W74x90 13-0' <br /> PS10 PSII W14x90 (CANT) ( I3,0. y m <br /> PS6 t , ` � W <br /> M13W14x90 ?2'�, °(RfF m m o <br /> W14x90 ze G[) ID <br /> SIS PS16 PS17 PS 8 w <br /> 3 <br /> P <br /> 19 14xg0 2�0+ Lu <br /> q <br /> / 1 '0 °m <br /> D p l 1 W F <br /> a <br /> v wt4X90 18,e, ® , x 't <br /> 3 <br /> ' PSG N <br /> PS23 <br /> z PS4 PS24 wt¢Xg0 2' <br /> PS25 Y i LL <br /> c c PS46 t 29-0' 4'( .S&E GIN() r <br /> 3 " 29,-o, U <br /> PS27 <br /> PLS3 pm <br /> wt4X9p 29-0, <br /> 3 / W14N90 <br /> PS2 <br /> � o <br /> PS1 bdJ,tbt n 0G'~ <br /> pR <br /> SSMHA <br /> ii llll����lll i,. \ rn 8 <br /> IL <br /> 10 <br /> Site Pile Plan - Buildinq 1A EVERETT RIVERFRONT - SITE PHASE 1.1 PILE SCHEDULE <br /> SCALE: 1" = 20' 1 <br /> T.O.PILE ELEVATION NTICIPAIED SLEEVE DEP ANTICIPATED PILE LENGTH <br /> v® I I I I I I I I I I I I I I I PILE NUMBER DRIVEN GROUT PILE DIA. PER CIVIL FROM EXISTING GRADE FROM EXISTING GRADE k o <br /> 4f ® P-SI TO P-S23 16" VERIFY 43' 65' m rn <br /> N <br /> �2 P-S28 TO P-548 16" VERIFY 48' 65 r <br /> PILE SCHEDULE NOTES: z w <br /> 1. ALLOWABLE PILE LOADS AF1ER ACCOUNTING FOR DOWNDRAG FORCES ARE 265 KIPS FOR 16'DIAMETER. a p <br /> .0, 2 ANTICIPATED PILE EMBEDMENT INTO BEARING SURFACE IS 15 FEET. z a <br /> 3. PILE EMBEDMENT AND CAPACITY TO BE VERIFIED BY LOAD TESTING PROGRAM. S ¢ O <br /> 29,0" 4. ANTICIPATED SLEEVE DEPTHS TO BE VERIFIED BY GEOTECHNICAL ENGINEER. r 3 w <br /> Ilk 5. ANTICIPATED PILE LENGTH TO BE VERIFIED BY GEOTEGHNICAL ENGINEER. m <br /> 29; I F1 IF1 I F1 I <br /> m n O <br /> PS30 wt¢x90 t 101'- <br /> � <br /> 1 w/ /31- <br /> Wt <br /> G 2 W14X90 <br /> PS333 ( .) W14Xs0 P P <br /> W14X90 (CANT.) ,) 0 PS41 4X90 PS43 <br /> P W14X90 0 P <br /> PS34 PSiS PS36 <br /> PS3 S39 psgO <br /> 7 <br /> N <br /> "',"� <br /> o +-1 z <br /> o <br /> so <br /> a � <br /> GRAPHIC SCALE F <br /> Site Pile Plan Buildings 1B > <br /> SCALE: 1"= 20' I n IN FEET) <br /> 1 i ch= 20 ft. <br /> Q160 <br /> N � <br /> U <br /> SP1 .2 <br />
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