REMOVAL_1993 REMOVAL PLAN - Laserfiche WebLink

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1 2 3 4 1 5 6 7 6 9 10 11 12 43 14 15 16 17 18 PULL CABLES (AS SHOWN) TO FRP DOUBLEWALL--- FRP DOUBLEWALL---� _ f-TIGHTEN & HOLD W/ 3 CABLE CLAMPS, M M COMPOSITE TANK UNDERGROUND TANK UNDERGROUND TANK DESIGN CRITERIA ULLSAFETY FACTORS - 1.25 DURING EXCAVATION, 1.50 AFTER COMPLETION 5 CLIPS- TIGHT NABLES& HOLDSW/AS O3WCABLE CLAMPS. CONCRETE STRENGTH - Vc - 2.0 kSI REQUIRED REINFORCING STEEL - GRADE 40TIGHTEN TIGHTEN / TIGHTEN TIGHTEN WT. OF PEA GRAVEL BACKFILL : DRY - , 100 PCF / r SUBMERGED - 63 PCF TIGHTEN 3 CABLE CLAMPS TURNBUCKLE (TYP.) L WT. OF CONCRETE DRY = 150 PCF ' SUBMERGED 87.6 PCF PROVIDED GOWN STRAP -HOLD-DOWN STRAP L ^3 CABLE CLAMPS PROVIDED BY FRP TANK PROVIDED 8Y FRP TANK BUOYANCY = DISPLACEMENT X 62.4 P.C.F. 3 CABLE CLAMPS HOLO-DOWN STRAP (TYP') MANUFACTURER (TYP.) MANUFACTURER. (TYP') PROVIDED BY TANK BURIAL : 4'-0" MANUFACTURER. (TYP.) WATERTABLES : © 3'-0" BELOW TOP OF TANK SLAB `4''II © -AT BOTTOM OF TANK SLAB METAL CABLE V EYELET. O S'-0" t DIAMETER DOUBLEWALLED F.R.P. TANK �JJ 1/2" WIRE ROPE SINGLE OR MULTIPLE INSTALLATION, 10'-D^ L HOLD-DOWN LOG (TYPICAL) HOLD-DOWN HOLD-DOWN 6" 3 CLIPS REQUIRED LOG LOG K Oa WATERTABLE 0 3'-6" _ _ ® 3" O.C. (TYP.) K o NCHOR LOOP, PER LINEAL FOOT OF TANK " in ANCHOR LOOP SEE A % SEE DETAIL THIS BUOYANCY 50.26 X 62.4 = 3137 # DETAIL THIS SHEET. SHEET. WT, OF CONCRETE 10 X 75 = 750# I NIT. of TANK = 200 a VOLUME OF DRY BACKFILL STORAGE TANK HOLD-DOWN ASSEMBLY CABLE CLAMP DETAIL STORAGE TANK HOLD-DOWN ASSEMBLY ALTERNATE STORAGE TANK HOLD-DOWN ASSEMBLY -- - 10+9.06 X 3.0 = 28.60 CLEFT. - (FOR COMPOSITE TANKS ONLY) (FOR FRP TANKS ONLY) (USING PRECAST CONCRETE FOUNDATION PILES) 2 WT, OF DRY FILL 100 X 28.60 = 2860# 8'-0"0 J J VOLUME OF SUBMERGED BACKFILL - 9.07+8 50.26 2 X 4.5 - 2 = 13:28 CU.FT. -- - WT. OF SUBMERGED BACKFILL 1 HOLD-DOWN ASSEMBLIES NO SCALE 63 X 13.28 = 830 EW = 4646# = 1.48 X BUOYANCY x 1.50 .', O.K. NO HOLD DOWNS REQ'0. 20'-5" OVERALL LENGTH SECONDARY TANK (10,000 GALLON) 31'-11 1/4" OVERALL LENGTH SECONDARY TANK (10,000 GALLON) 30'-9" OVERALL LENGTH SECONDARY TANK (10,000 GALLON) O WATERTABLE ® 5" - ml2nl2, (24'-5") (37'-5 1/4") TANK AND LOG (36 3") TANK AND LOG TANK AND LOG USE 12" X 12" R/C LOG H BETWEEN TANKS AND AT SIDES. H VOLUME OF BACKFILL 2 X 6.75 + 24.16 + 18.2 = 55.86 CU.FT,/FT, I -HOLD DOWN EW = 750 + 200 + 55.86 X 63 + (2 X 87.6) = 4645# STRAPS.(TYP,) SAFETY FACTOR 1.48 OK. - BALLASTING DURING EXCAVATED CONDITION TYP) PERMITTING FITTERS TO WORK SAFELY ON 70P OF , TANK: I (FOR SINGLE OR MULTIPLE TANKS.) Q WATERTABLE 2' MAX. IN EXCAVATION '5,879 5-5 1/8" 5'-5 1/8" 4'-10" 4'-10" _ VOLUME OF BACKFILL ABOVE T : .I _ (6'-9 7/8 ) I I I (C-9 7/8-) 50 26 - IF�B"_ �8"�f 4 X 8 - 2 - 6.87 CU.FT. WT. OF BACKFILL 6.87 X 95 = 653# 5'-11 1/8" W-4 1/2" 2'-:2" 2'-2" 8'-4 1/2 5'-n 1/8" 5' 4" 8' 3' 2'-31/2'2'-31/2" 8,-3" 5' 4" WATERTABLE 2'-2 i . 6' 4" I3'-2 1 " }'-21 "I 6'-4" I2'-21 2" (6'-9 7/e") (6'-tt 3/4") (4'-it")(4'-11") (6'-11 3/4") (6'-g') WT. OF TANK .200 - ANCHOR LOOP (TYP.) (5'-6 1/2') S'-6 1/2') HOLD DOWN LOG EW=853# ANCHOR LOOP (5'-2 1/2" 5'-2 1/2') HOLD DOWN LOG ANCHOR LOOP (TYP.) HOLD DOWN LOG 2'-0" (TYP.) WITH 2'-0" WATER IN EXCAVATION BUOYANCY 9.82 X 62,4 = 513# y 12" 2" A=X1LOG SAFETY FACTOR 1.39 OK. - WHERE REVD. 10'-8 1/2" "SHORT LOG" 10'-81/2" "SHORT LOG" 16'-5 5/8" (SHORT LOG 16'-5 5/8" (SHORT LOG) 15-10 1 2' SHORT LOG 15'-10 1 2" SHORT LOG 18-7 1. 2 ) 16-7 1 2 F F DESIGN OF BALLAST "LOGS" (12" X 12")' (11'-2 1/2") (IV-2 1/2") (19'-2 5/8") (19'-2 5/B") TOTAL LENGTH OF ONE "LONG LOG" 31'-9" OR COMB. OF TWO "SHORT LOGS" MAX. I = 32'-6" TOTAL LENGTH OF ONE "LONG LOG" 21'-5" OR COMB. OF TWO "SHORT LOGS" (TOTAL LENGTH OF ONE "LONG LOC' 32"-it 1/4" OR COMB- OF TWO "SHORT LOGS') (37'-3") W/ PICK UP ® END POINTSSI ' Mah i/2 X .15 X (5.75) 2.46 1'-6" MIN.1K ,� �. 21' MAX 5'-9* MAX. o,. ( ,X (25'-5") (38"-5 1/4") OWENS CORNING TANK As =• 2.48 = .15 2- #5 (TOP) - PLASTEELCOMPOSRE TANK XERXES TANK 1.76X9.5 Mmox = 5.61K As 6'6 =.39 2- #5 (BTM.) t.76X9.s NOTE- USE W PAFOITFIESES ARE FOR MOOD#2 TIES 16" O.C., #4 "LOOPS" ® PICK-UPS. - 1. PICK-UP POINTS FOR LOGS SHALL BE THE OUTER LOOPS. GALLON TANKS. JI 9'-5" DIAMETER PLASTEEL COMPOSITE TANK, VERFYLOCATMOFTANKHOLDDOWNS APS t'-s" 2. REFER TO SHEET F-7 FOR TANK HOLD-DOWN WITH MANWACTUFAM BEFORE FAMCATIOIN E SINGLE OR MULTIPLE INSTALLATION. 1 INSTALLATION SPECIFICATIONS, OF HOLD DOWN LOGS. E 10.32' g" - - Oo WATERTABLE ® 5'-0" % 11 PER LINEAL FOOT OF TANK 4 STORAGE TANK HOLD DOWN LOGS BUOYANCY (69.64-3.97) X 62.4 4098# a - SCALE: 1/4"=1'-0" rT WT. -0F CONCRETE 11.4 X 75 = 855 WT, OF TANK 670 #VOLUME OF DRY BACKFILL 11.42 + 10.32 X (4.5-3.97) = 44.95 CU.FT, - WT. = 44.95 X 100 = 4495# --CABLE CLAMPS 0 GUIDE 2 SEE DETAILS DW D VOLUME OF SUBMERGED BACKFILL - N �- _ HOLD DOWN I- 10.32 + 9.42 69.64+3.97 = 5.67 CU.FT. -- WT. = 5.67 X 63 = 357# / STRAP 2 X3.7 2 SVA EW = 6377# = 1.55 X BUOYANCY --- NO HOLD DOWNS. \ \\ MIN. STORAGE MIN 0 WATERTABLE 0 6" \ TANK I I MARK DATE REVI810N8 INBIiAL USE 12 X 12 R%C LOG BETWEEN \\ , 12" TANKS AND AT SIDES 7 625 A ' VOLUME OF BACKFILL `\ TANK HOLD- DOWN a 2 X 7.625 + 27.79 + 22.84 = 55.88 CU FT. # \ 12" I 12" EW = 855 + 670 + 65.88 X 53 + 87,6 = 5763 I I- LOG INSTL AND CAL.CS SAFETY FACTOR 1.33 OK. 1 I #4 ANCHOR & PICK-UP - 2" RAO. C BALLASTING DURING EXCAVATED CONDITION �_ r }�/RI G T -SEE(TYPICAL) DETAIL AT {- - T RIGHT (TYPICAL) 8" 9-2396 C #4 25650 HWY 99 NO., 0 BACKFILL ON TOP OF TANK 9.55 SQ.FT.--907 # - WT. OF TANK 670 # f W = 1567# pz TIES ®/ I a ACAMPO, CA WITH 3 -0" OF WATER IN EXCAVATION 12' -PICK-UP p NiiLP / I' 1 78" O.C. - I" RAD. BUOYANCY 19.1 X 62.4 1192# / / I� /- °' SAFETY FACTOR" 1.31 OK. /-2' RAD. I' 5-#5 (TYP,) Chevron 1"JCR. TYP. L4�a IRAD, 21' MAX.. 1'-9" MAX �� Northwest Region3-q5 - t'--6" VIN B z- s F � LOG SECTKNJ ANCHOR LOOP DETAIL i2 TIES (TYP) 6 - - - QQ �4T la - - ANCHOR LOOP I O t2" BED IVa III ® ROBERT H. LEE & ASSOCIATES, INC. (12-SQ. X 32'-6") (fir" U ARCHffECTURE ENQMIEERYJCA ENVIROMA�NTAL BEAVICEB TIE DOWN STRAP ANCHORAGE AND PICK-UP POINTS NQTE: - _ _ - - -� 1137 NORTH McDOWEUL BOULEVARD PETALUMA CA, 94954 (707) 765-1660 .PICK-UP POINTS SHALL BE AT THE OUTER _ _ _ JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CML ENGNEER ANCHOR LOOIPS. USE HOOKED #4 BARS .REFER TO TAINK DWG'S FOR LOCATION OF ANCHOR I I - I I-I I -III=III- PJ-4- REVIEW INRiAL DATE DATE: c� 32.5N STRAP FASTENING HOOKS. WHICH SHALL BE HOT- -I I 1=1 _I 12" X 12" HOLO DOWN LOG FOR USE 0 SINGLE PRELIMINARY a MAX. LOAD -X 150 = 2438# DIP GALVAN127ED. AND MULTIPLE TANK INSTALLATIONS OR AS INDICATED. DR. BY: 2438 t •TOTAL BALLAST LOG LENGTH SHALL EQUAL PLANNING UJ Fs = 4D = 6095 PSI TANK LENGTH. (USE SECTIONS AS REQ'D.) STEEL BID Z _ BLDG PERMIT 31 APPR.: SG A A GENERAL BID RHL Y 8344.10 O '. PERMIT REVS Z SHE 3 2 HOLD-DOWN LOG LOCATIONS 3 HOLD-DOWN LOG REINFORCEMENT DETAILS CONSTRUCTION ° �9 F-9 SCALE: 1/2"=1'-0" SCALE 1"=1'-0' for ss ,to lL°n Q ynlefa Inip°letl 0: D . 1 2 3 4 5 6 7 10 11 12 13 14 15