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EXISTING OFFRUE BUILDING F.F. ELEV 21.DO'
IRRIGATION WELL
ELEV. 2255' pRAINFIELD
ELEV 231
1430 SF
N 89°30'00" E SWAL329.50North F////
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MARK REVISION DATE BY DATE 06/16/2020
KMA Engineering & Surveying, LLC
Consulting Engineers & Surveyors
80 Royal Palm Pointe, Suite 401 Vero Beach, Fl. 32960
Phone: (772) 569-5505 Fax: (772) 569-1455 E-Mail: civil@kmafl.com
Certificate of Authorization Number: 33705
DRAMFIELD
LIFT STATION—, ELEV.
EO 2. 0
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264.4 S 89' W 264.53 BFP 89°56'15"
HE+-- OHE OHE OHE OHE OHE R 25.00
EDGE PVM T.. EDGE PVM'T T = 24.97" �:: T % L = 39.24'''..
S 89°30'00" W PVMT 23t WDe....
Maverick Boat Company
3054 Industrial 31st St. Fort Pierce, Florida
RESIN TANK
RECEIVED
NOV 18 2020
Permitting Department
-'St. Lucie Countv..
DA 7: DATE: PROJECT NO,
20 1081
SHEET
Scott B. McGuire, P.E. David S. Knight, P.E. 1 of 1
Fl. Reg No. 39573 Fl. Reg No. 41060
SCOPE OF WORK
I. THE 50OPE OF WORK IN THIS DOCUMENT 15 LIMITED TO THE PB16N AND CONSTRICTION OF A FOUNDATION 5LA13 AND
CONTAINMENT WALL STRUCTURE TO SUPPORT A PRE-ENGINEERED PRE -MANUFACTURED STEEL RE-51N TANK PE516NED AND
ROWN TOP FOR PRAINA6i MANUFACTURED BY NJR INDUSTRIES.
8' BOND BLOCK PRE-EN6R'D RE51N TANK 2. REFER TO ADMIN15TRATIVE 51TE PLAN FOR LOCATION OF EQUIPMENT TANK AND STRUCTURE_.
W/ 1#5 CONT GROUTED STRUCTURAL NOTES
SOLID S1 1. CONTRACTOR SHALL VERIFY ALL DIMEN510N5 IN THE FIELD AND NOTIFY THE ENSIREER OF ANY DISCREPANCIES
PRIOR TO CONSTRUCTION.
PROVIDE 8"W GONT GONG CURB 2. ALL CONSTRUCTION SHALL BE BRAGED AND SHORED BY THE CONTRACTOR A5 REQUIRED TO SAFELY PERFORM THE WORK.
8" GMII WAIL W/ I #5 GONT ALONG SUMP b" STD PIPE BOLLARDS AT 6 FT Or,
AS PER PLAN TANK SUPPORT AND ADJUSTABLE 01
0 0 0 10" WIDE x &' DP SUMP TRENCH STRUCTURAL SUBMITTALS
LOAD CELL I. THE POLLOWIN6 MINIMUM STRUCTURAL SUBMITTALS SHALL BE SUBMITTED FOR REVIEW:
® A. CONCRETE MIX DE516N5
Tn o - - - - - - - - - - - - PROVIDE 1-1/2"O 6ALV PIPE B. REINFORGINI5
6' WG WATER STOP _ __...... _._ i F-2 DRAIN5 W/ GATE VALVES EA END G. MA50NRY AND MASONRY AGGE55ORIE5
6' PAT PERIMETER D. PRE -MANUFACTURED RE51N TANK SHOP PRANIN65
_ * I PRE-MAN1F RE51N TANK
C -`1 ANGHORA6E BY TANK MAN1F. FOUNDATION
121 THICK GONG. SLAB 4 FT6 0 I j SI I. FOUNDATION5 ARE DE516NM BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2,500 P5F.
AS - - - - 1 F-1- - - - J 2. CONTRACTOR SHALL VERIFY THAT THE MINIMUM COMPACTION OF 95% OF ITS MODIFIED PROCTOR ACCORDANCE WITH
❑ ❑ ❑ ❑ I ADJUSTABLE LOAD GELLS A5TM 0155115 OBTAINED PRIOR TO FOOTIN6 PLACEMENT.
A - - - - - - CENTERED ON FOOTING 3. FOOTIN65 SHALL BE PLACED ON COMPACTED 501L FREE OF OROMIG DEBRIS.
31 4 PER TANK TYPICAL
GRADE `r Q Q o � CONCRETE
,r, , �+ A 40" HIGH 8' GMU IN RINNIN6 BOND I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I. 301 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'
/4 L i - - _ - F-I- - - - - ! J W/ #5 VERT BAR IN 6ROUfED CELLS LATEST EDITION AND A.G.1. 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL GONGREIE.
Tit z %%: ❑ ❑ ❑ ❑ 0 32" O.G. MAX. 4 AS SHOWN WITH q 2. CONCRETE 5TREN5TH SHALL HAVE A MINIMUM 26 DAY GOMPRE551VE 5TREN&TH AS FOLLOWS:
- - - - - - 6A HORIZ LADDER REINF AT I6' OG. FOUNDATIONS 3,000 P51 J' A66R. SLUMP 5" 3 I" W/G = 03
0
PROVIDE (1) COURSE 8" BOND MASONRY 6ROUT 3A00 P51 in A66R SLUMP 10"i I" WC, = WA
FT6 AS PER PLAN
BLOCK W/ I#5 o T/YIALL 3. REINFORGIN6 STEEL SHALL BE IN ACCORDANCE WITH A5TM A615 6RADE 60.
4. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH A5TM AI&5 AND SHALL BE ADEQUATELY SUPPORTED AT Y-0 O.G. EACH WAY.
S 5. THE MINIMUM CONCRETE COVERA6E5 SHALL BE AS FOLLOWS:
3 GLR TYP F-I (TYP ® 3 51DE5) CAST A6AIN5T EARTH 3 INS
L - - - - - - - - J 2" THICK GONG SLAB W/ #6
2-0" � e - - - - - ® AT 12" OG EA WAY TOP 4 BOT EXPOSED TO WEATHER I I/2 INS
T/5LAB LEVEL 6. PROVIDE q0 DEGREE LAP SPLICES .4T ALL INTERSECTIONS.
1. REINFORCIN6 SHALL BE LAPPED 5PLICED AND TIED WITH THE FOLLOWIN6 MINIMUM:
A RESIN TANK WALL SECTION 8" 25'-8' 8' #4 INS
30
SCALE: 3/4' = 1'-0' #5 30 INS
#b 361N5
21'-0' 5'-0" BUILDING STRUCTURE 8. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH A5TM 0q. A MINIMUM OF (5) TEST CYLINDERS 5HALL BE TAKEN FOR
MIN EACH 100 CU YD5 OF POUR, WITH ADDITIONAL SETS FOR EVERY 50 CU Y05 OF POUR.
CYLINDERS SHALL BE TESTED AS FOLLOWS:
I o 3 DAYS
® l DAYS
2 0 28 DAYS
I ® 56 DAYS (IF THE MINIMUM 5TREN6TH 15 NOT MET IN 2& DAYS)
q. CONTRACTOR SHALL PROVIDE SAW GUTS IN SLABS AT A MAXIMUM SPACING AS INDICATED IN PLAN AND AT ALL RE-ENTRANT
CORNERS. SAW CUT5 SHALL BE 1/4 THE SLAB DEPTH AND SHALL BE PERFORMED AS 50ON AS THE CONCRETE HAS HARDENED
5UFFIGIENTLY TO PREVENT THE A66RE6ATE FROM BEIN6 015LOPOW BY THE SAW BLADE. THI5 15 AN EFFORT TO CONTROL THE
A 5HRINKA6E STRESSES AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS IN CRACKS, WHICH 15 NOT UNCOMMON.
8' GMU WALL RESIN TANK CONTAINMENT WALL & SLAB PLAN MASONRY
AS PER PLAN I. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH AGI 530.1/A5GE 6/TM5 602, SPEGIFIGATfON FOR CONCRETE
SCALE: I/8" = I'-0' MASONRY STRUCTURES AND AGI 530/A56E 5/TM5 402, BUILDING CODE REQUIREMENTS FOR MA50NRY STRICTURES.
NOTES: 2. CONCRETE MA50NRY UNITS SHALL BE IN CONFORMANCE WITH A5TM GqO, GRADE N, TYPE 11. MASONRY UNITS 5HALL BE TESTED
8' " I. PRE -MANUFACTURED 5,&&0 6AL RE51N TANK BY N.J.R. 51ZE 8'-b"H x Il'-q'L x 8'-3"W IN ACCORDANCE WITH ASTM G140 AND SHALL HAVE A MINIMUM FM = MOO P51.
6" PVC WATER STOP IO 10' W x b" DP SUMP TRENCH 2. RE51N TANK PE16HT = 13, 000 L135 (63 TONS) 3. GROUT SHALL BE IN CONFORMANCE WITH ASTM C416, COARSE TYPE SLUMP q' TO 11'.
NU 1-1/2" 6ALV PIPE DRAINS AT EN05 RE51N WEIGHT = b5, 000 L135 4. MORTAR SHALL BE IN ACCORDANCE WITH A5TM G770, TYPE 5.
TOTAL = 18, 000 LB5 5. ALL MA50NRY JOINTS 5HALL BE WATERTI6HT AND CONCAVE TOOLED WITH A NON 5TAININ6 TOOL.
12' THICK CONIC. 5LA13 4 FTC 6. EXTERIOR SURFACES SHALL SEALED AND PAINTED.
I #5 GONT IN GONG CURB AS PLAN _ 3. F-1: 24" DEEP x 24' WIDE x CONT. W/ 3 ## LW BOT. 1. PROVIDE GLEANOUT5 AT INTERIOR 51RFACE5 FOR ALL 6ROUTED GONSTRUCTION AND LIMIT MORTAR PROTR1510N5 TO 1/2' MAXIMUM
F-2: 24' DEEP x 30" WIDE x GOMT. W/ 3 #6 LW BOT
4. REFER TO 51TE PLAN FOR ACTUAL LOCATION IN 6ROUTED CELLS.
&. ALL MASONRY WALLS SHALL BE CONSTRUCTED IN RUNNIN6 BOND WITH q 6A. LADDER TYPE JOINT REINFORGIN6 SPADED
• 16' O.G. VERTICALLY. LAP AT ALL CORNERS AND &" MINIMUM.
q. PROVIDE 8" PRECAST CONCRETE LINTELS WITH 1 #5 HORIZONTAL BAR 6ROUTED SOLID AT ALL MASONRY OPENIN65 WITH A MINIMUM OF
\' ` 8" BEARING EACH END, TYPICAL UNLESS NOTED OTHERWISE.
STORAGE TANK /CONTAINMENT STRUCTURE CLASSIFICATION
i� , • FT6 AS PER PLAN CLASS 1A FLAMMABLE LIQUID STORED A7 ATMOSPHERIC PRESS.
FIRE SEPARATION REQUIREMENTS
3 GLR TYP BUILDING CLASSIFICATION F-1 SPRINKLERED
21-b' STORAGE TANK H-3
FBC TABLE 508.4 NO SEPARATION REQUIRED
NFPA30 TABLE22.4. 1.1 (b) 30 FT FROM PROPERTY LINE & 5FT FROM BUILDING
B RESIN TANK WALL AT SUMP SEPARATION PROVIDED > 30 FT TO PROPERTY LINE
SCALE: 3/4' = I'-0' > T-6 TO STORAGE TANK & 5 FT TO CONTAINMENT STRUCTURE
PRE-EN6R'D RE5114 TANK
TANK SUPPORT AND ADJUSTABLE LOAD
CELL CENTERED ON FT6
Q
Tv
6 AS PER PLAN '
2'-0'
C RESIN TANK FTG SECTION
5GAL,Et 3/4' = 1'-0"
RECEIVED
NOY ) 8 2020
..Permitting Departmen`
St. Lucie Count,
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This drawing and design as shown is
the property of ML Engineering, Inc.
Reproduction and/or use of this drawing
or any content therein, without express
consent or permission of this company
Is prohibited, may constitute an Infringe-
ment, and may be subject to legal action
Ii ML Engln®®ring, Ino.
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ISSUE: DATE:
1. CLIENT REVIEW 08/18/20
2. PERMIT 09/01/20
REVISIONS: DATE:
DATE: 08/1 $/2
DRAWN BY: TR
CHECKED BY: ML
JOB No. 20-1 98
SEAL:
ILI
Ut
MICHAEL A. LUE, P.E.
FLORIDA REG. #47520
SHEET NO:
siiiiiiiii
OF 1 SHEET