HomeMy WebLinkAboutresintanks-1stampedcounty, ., ISSUE: DATE:
�Vk� ;
SCOPE OF WORK � Irry � .�
4 � ' I .
I. THE SCOPE OF WORK IN THiS DOGUMENT,15 LIMITED TO THE DESIGN NND GONSTRUGTION OF A FOUNDATION SLAB AND I �' r,:, ': V ;ty ,'� ' �
CONTAINMENT WAIL STRUCTURE TO SUPPORT APRE-ENGINEERED PRE-MANIFAG'M2ED STEEL RESIN TAPIK DESIGNED AND � { �.t:":Z '. C ' o. t
-. ROWN TOP FOR DRAINAGE MANUFAGTIIRED BY NJR INDUSTRIES.. � , ., :,: � � ;,n
`` 2. REFER TO ADMINISTRATIVE SITE PLAN OG r is r �=`c'n a . i "'
FOR L ATION OF EQUIPMENT TANK AND STRIIG'NRE. ,< : , V :C � N �_,
8" BOND BLOCK PRE-ENGR'D RE51N TANK �-Yr.:.,';.'" W O N.`;n {;
- : W/ I#5 GONT GROUTED : STRUCTURAL NOTES (r, :4t z— G M '�
>� N x , "
.. SOLID B t :, , L p .,
S7 i. CONTRACTOR SHALL VERIFY ALL DIhE!J510N5 IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISGREPANGIES �-� :� , � > ;O a ..:
PRIOR TO GONSTRUGTION.
PROVIDE B°W GONT GONG CURB .: ��'?s : LLJ --; ,.',
2. ALL GONSTRUGTION SHALL BE BRACED AND SHORED BY THE CONTRACTOR A5 REQUIRED TO SAFELY PERFORM THE WORK.. U .0 �-,'
8" GMU WALL MU i #S GONT ALONG SLAP b" STD PIPE BOLLARDS AT 6 FT OG �` I
ANK SUPPORT AND ADJUSTABLE ^ " STRUCTURAL SUBMIT '��� ', - =z `1- M s N fi
AS PER PLAN o 0 0 o IO WIDE x 8 DP SUMP TRENCH: TALS � �, N ^ U r_..
LOAD CELL I. THE FOLLOWING MINIMUM STRUCTURAL SJBMITTALS-SHALL BE SUBMITTED FOR -REVIEW: ��` ;,':" � O � ',>� ,t
. a A. CONCRETE MIX DESIGNS Z C O O0 `tr? :r
a :
Y o — — — — — — — — — — — — — PROVIDE I-I/2"N GALV PIPE'... 1 � � ,, ..- N o ;;N
� B. REINFORGIN6 : �. , W - >_ � �' ':' '.
' m r: F-2 1 G. MA5oNR1' AND MASONRY AGGE550RIE5 ' ,', �,� < �
. , N :; h i
DRAINS W/ GATE VALVES EA END D. PRE-MANUFAG
6" PJG WATER STOP. � TURED RE51N TANK SHOP DRAWING � � rrzi.. <, , , v� y':, �( i5
TYP AT PERIMETER _ ( _ T �: ... � r � 1`:,
� � PRE MAM1F RESIN TANK k:�5 c 0 p :;e
v FOUNDATION ,.y,. ;;.csi ;
' . C ANCHORAGE BY TANK MANUF. :,� , U _,z.
12 THICK GONG. SLAB d FTG o 81 i.: FOUNDATIONS ARE DESIGNED BASED OH PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2,500 PSF. , ;;' - y,
A5 PLAN L F-I— — — -� _ 2. CONTRACTOR SHALL VERIFY THAT THE MINIt�I1M COMPACTION OF q5;K OF 1T5 MODIFIED PROCTOR A I ` � ='m' ' , �. I '' .• ,; �' '
— — — — — GGORDAP GE.WITH
❑ ❑ ❑ ` . ❑ AD.USTABLE LOAD CELLS `ASTM DI557 15 OBTAINED PRIOR TO FOOTING PLACEMENT. rm:drawing and assign as shown �s
A — — - — — — — - — CENTERED ON FOOTING 3. FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. the property of nn� Eng�naaang, ins.
31 � 4 PER TANK TYPICAL oracwcoNentthe°a �5e.°iino�st a`xa a°�
-' consent or ermisslOn of Iftls coin any ,'.
GRADE �- Q Q O � ' CONCRETE isproninnaa mavconsuwieanmtrn a.
I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I. 30) "SPEGIFIGATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ' mant. ontl may be sub;oct fo legol action
/\�/\ � � • ' • . � 40" HIGH 8° GMU IN RUNNING BOND by Ml EnglnBering. InC.
/\//� ' , L _ _ _ - F-I— _ — — _ J W/ #5 VERT BAR IN GROUTED DELLS LATEST EDITION. AND A.G.1.318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
`;. N z %\�/�1 ` ❑ ❑ � ❑ ®32` O.G. MAX. d A5 SHOWN WITH q 2. GONGREfE STRENGTH SHALL HAVE A MINIt4lJM 28 DAY GOMPRE551VE STRENGTH A5 FOLLOWS: ,
� �/\\//� ' : - — — - — - -= - - — GA HORIZ LADDER RESF AT Ib" OG. FOUNDATIONS 3p00 P51 �" AGGR. SLUMP 5° t P W/G = 05
iv �//�� ° r � PROVIDE (I) COURSE 8" BOND MASOM2Y GRd1T . 3p00 PSI �" AGGR SLUMP 10"t I" W/G =NIA
\\�� FTG A5 PER FLAN � � BLOCK W/ I#5 ®T/WALL 3. REINFORGIPI6 STEEL SHALL BE IN AGGCRDANGE WITH ASTM A615 GRADE.60.
/% � � ( : 4: MELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM AI85 AND 5l�ALi. BE ADEQUATELY SUPPORTED AT 3b O.G EACH WAY.
:'
'��/ . �% � I I 5. "THE MINIMUM CONCRETE COVERAGES SHALL BE A5 FOLLOWS::
!� S
F-I (TYP ®3 SIDES) " - CAST AGAINST EARTH . 3 INS ®.
3' GLR TYP
° �-=-------------J 2 THIGKGONGSLABW/#b _,
u , - � AT 12" OG EA WAY TOP d BOT EXPOSED TO l^EATHER 1 i/2 INS , ,�
- 2-0 a a b. PROVIDE q0 DEGREE LAP SPLICES AT,4LL INTERSECTIONS. _
T/SLAB LEVEL '7. REINFORCING SHALL BE LAPPED SPLICED AND TIED WITH THE FOLLOWING MINIMUM: �
' " ° � „
#4 24INS ..
A RESIN.TANK WALL SECTION ,_ 8. 25 8 8
#5 301N5 �
S7 SCALE: 3/4" = I'-0" q. ><b . 36 1N5
' 27-0 . 5'-0" : BUILDING STRUCTURE 8. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH ASTM G39. A MINIt�II1hl OF (5) TEST GYLINDEP5 SHALL BETAKEN FOR
-•� ,
' MIN EACH (00 GU YD5 OF POUR, WITH ADDITIONAL SETS FOR EVERY 50 Gil YD5 OF POUR
CYLINDERS SHALL BE TESTED A5 FOLLOWS: �
_ ; i I ®3 DAYS - �"
;, 1 ®'7 DAYS --"
2 ®28 DAYS � Ll..
.. i ®56 DAY5 (IF THE MINIMUM STRENGTH IS NOT MET IN 28 DAYS)
.. Liv r 1
q: CONTRACTOR SHALL PROVIDE SAW GUTS IN SLABS AT A MAXIMUM STAGING AS INDICATED IN PLAN AND AT ALL RE-ENTRANT `✓
CORNERS. SAW GUTS SHALL BE I/4 THE SLAB DEPTH AND SHALL BE PERFORMED A5 SOON AS THE CONCRETE HA5 HARDENED � W
SUFFICIENTLY TO PREVENT THE A6GREf,ATE FROM BEING DISLODGED BY THE SAW BLADE. THi515 AN EFFORT TO CONTROL THE o (a..;
�� _ SHRINKAGE 5 AN INHERENT PROPERTY OF CONCRETE WHICH 50METIME5 RESULTS IN CRACKS, WNIGH 15 NOT UNCOMMON. („L (/)
t
8" GMU WALL MASONRY
A5 PER PLAN , RESIN .TANK CONTAINMENT WALL &SLAB PLAN ,. i. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH AGI 530.1/ASGE blIMS 602, SPEGIFIGATION FOR CONCRETE
' 5GALE: I/8° = I'-0° MASONRY STRUCTURES AND AGI 530/ASGE 5/TM5 402, BUILDING G017E REQUIREMENTS FOR MASONRY 57RUGTURES. o � (i� .
NOTES: 2. CONCRETE MASONRY UNITS SHALL. BE Ild GONFORMANGE WITH ASTM G90, GRADE N, TYPE Ii. MASONRY UNITS SHALL BE TESTED � � �'
g�� I. PRE -MANUFACTURED 5,880 GAL RE51N TANK BY N.J.R. SIZE 8'-6"H x IT'11"L x 8'-3"W IN ACCORDANCE WITH ASTM GI40 AND SHALL HAVE A MINIMUM F1n = 1900 P51. �/
b" PVG WATER STOP 10" 10" W x 6° DP SUMP TRENCH _ . 2. RESIN TANK t^EIGHT = 13, OOO LBS (65 TONS) 3. GROUT SHALL BE IN GONFORMANGE WITH ASTM G476, COARSE TYPE SLUMP q" TO II° Q 6.L
W/ I-I/2" 6ALY PIPE DRAINS AT ENDS RESIN WEIGHT ; = 65, 000 LBS - 4. MORTAR SHALL BE IN ACCORDANCE WITH ASTM G270, TYPE 5. I—
TOTAL = '18, 000 LBS 5. ALL MASONRY JOINTS SHALL BE WATERTIGHT AND CONCAVE TOOLED WITH A NON STAINING Tg06. C� LJ.I �
ri5 GONT IN GONG CURB 12" THICK GONG. SLAB S FTG 3. F-I: 24' DEEP x 24' WIDE x GONT. NU 3 #b LW BOT. 6. EXTERIOR SURFACES SHALL SEALED AND PAINTED. � . �
I AS PLAN F-2: 24' DEEP z 30' WIDE z GONT. W/ 3 #b �W fl0T i. PROVIDE GLEANOUTS AT INTERIOR SURF,4GE5 FOR ALL GROUTED GON5IRUGTION AND LIMIT MORTAR PROTRUSIONS TO i/2° MAXIMUM
IN GROUTED CELLS. � � � �
. 4. REFER TO 517E PLAN FOR ACTUAL LOCATION ' 8. ALL MASONRY WALLS SHALL BE GON57?UGTED IN RUIJNING BOND WITH q GA. LADDER TYPE JOINT REINFORCING SPACED � � �
Ib" O.G. VERTICALLY. LAP AT ALL GOR,tilERS AND 8' MINIMUM. � -.
GRAD �� q. PROVIDE 8" PREGA5T CONCRETE LINTE(5 WITH I #5 HORIZONTAL BAR GROUTED SOLID A7 ALL MASONRY OPENINGS WITH A MINIMUM OF Q ® .� '
• 8" BEARING EACH END, TYPICAL UNLE� NOTED OTHERWISE. j— •fi—
. / / M � i
W
N N �\��. STORAGE TANK (CONTAINMENT STRUCTURE CLASSIFICATION � � � �-
j\\//\ FTG AS PER PLAN CLASS IAfLAMMABLE L19UID STORED AT ATMOSPHERIC PRESS. � � a�
\//\�/�� FIRE SEPARATION REQUIREMENTS � �/ IY
3' GLR TYP BUILDING CLASSIFICATION F-1 SPRINKLERED Q F-- V)
2'-b' STORAGE TANK H•3 � � �
FBC TABLE 506.4 NO SEPARATION REQUIRED
NFPA30 TABLE22.4.1.7 (b) 30 FT FROM PROPERTY LINE& 5FT FROM BUILDING
B RESIN TANK WALL AT SUMP SEPARATION PROVIDED > 30 FT TO PROPERTY LINE O '�
> T-6 TO STORAGE TANK & 5 FT TO CONTAINMENT STRUCTURE
S1 SCALE: 3/4" = I'-0° �-
^ .� �
' vQ' �
�_ ® �
'� �- M L�
o� J
PRE-ENGR'D RESIN TANK � � F
TANK SUPPORT AND ADJJSTABLE LOAD
CELL CENTERED ON FT6
-
... (V _.
Q