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PGG 3'-3'sq.xi8'dp ftg. typC2plcs) n 4' CONTAINMENT CURB MP.) F---------------------------------I/\F4-----------------------________-a -J - - - i' _ \\� PLANT AREA i--, F- F F -- 1 r /- ---I \ r L-------- I I, - --I----------H --- I ------- �/ I �- ---------I--- I-� I I \JJJJJJJJJ1 JJJJJJJJJJJ� I I I I i I I I I 1 1-1JJJJJJJJJJJj ( I NJJJJJJJJJJJJ I ( I I I I I I I IIJJJJJJJJJJJJ7 T I I I I I I I I I I I VJJJJJJJJJJJJ/ I I I \IJJJJJJJJJJ �JJJJJJ JJJy I I I I I I I I l�1JJJJ J/ I \I I I I I I I I I I I y I 6' PGG SLAB I�-- I -----------E — -- --------I-- --4------------ -- JN/f4.18' EWCTYP) I L L___J L__L_J 4'AGG FILL I - 2'x2'x4' I I STEP fi jam\ I I in I I I 11 1 4' PGG SLAB I --1-----j L---- _ -- —J I L — \— I I W/GxG- 1.4/1.4WWF I 1 -7 1, _ 1 I // I W/4' AGG FILL 1 I ---- -- --- -- II---+4 r -IJ r I L---- -� r--- 1-------� -- -/ J III I I I \ I I n I r /� tj pal lui V, LL ----1 % I LAB d A - 16' ; OFFICE \ / M BENT 20- LONG *411 J ----------- ------------ --------J\ /Li ---------------------I - --------J 14' 12' OUNDATION PLAN 1/4"=1'-O" C500E) AERATION REACTOR VOL = 33,300 ga 12' DIA x 41'-2" WT = 337k ROSE'S ENGINEERING - GEOLOGY & SURVEY INC. 9070 ELK GROVE BLVD. ELK GROVE, CALIFORNIA 95624 (916) 686-5445 4" CONTAINMENT CURB CTYP.) CLARIFIER VOL = 11,905 ga 12' DIA x 1G'-3' WT = 139K 139k V 16' O-� CONTACT CHAMBER VOL = 4690 gal 10' DIA x 7'-G' WT = 51K 4 12' PROJECT: WASTEWATER AND RECLAMATION SYSTEM FRENCH CAMP GOLF & RV PARK FRENCH CAMP CA G SHEETROCK FACE OF FRAME OR FLOOR ANCHOR Z 0 V114 EARTHWORK REQUIREMENTS. FOUNDATIONS AND SLABS REQUIRE I aw I � Z. THRUST ANGLE °# 4. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. W/STD HEX I I �3 I I � I I CONCRETE FOOTINGS AND SLAB. I N SHEETROCK FACE OF FRAME OR FLOOR ANCHOR SEE DETAIL o I N ,I k 9 L2,> 4'-3"sq-at GRID (2) 3'-3"sq at GRID 01 COLUMN F G. CONTAINMENT CURB POUR AFTER FRAME 5'x5'x4• INSTALLATION PCC SLAB #4 at 18"o.c. 9" 4" CONC. SLAB W/ #4 ® 18" E.W.(TYP.) 4" 4' • °. 6., A <-.10o9�p�p 04" � o *POUR FOOTING AND SLAB MONOLITHIC SECTION A FOUNDATION NOTES- 6" N 3"x3"x'11s"x6" INSPECTION INC. FOR GRADING, COMPACTION. AND RELATED V114 EARTHWORK REQUIREMENTS. FOUNDATIONS AND SLABS REQUIRE -3Y4" 4ANCHOR BOLTS SPECIAL PREPARATION PER THE REPORT. 2. ALLOWABLE SOIL PRESSURE = 1500p5f/2000psf 6Idl+I 3. CONCRETE FOOTING AND SLAB TO BE 2500 P.S.I. MIN. THRUST ANGLE AT 28 DAYS. 4. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. W/STD HEX HEAD 5. CONTRACTOR TO VERIFY ALL METAL BUILDING AND TANK POUR CONTAINMENT CURB --'---- CONCRETE FOOTINGS AND SLAB. 1 ✓ N TYP EA.WAY GALVANIZED. AFTER FRAM INSTALATION .1 AS POSSIBLE TO THE NEAT LINES REQUIRED BY THE SIZE AND SHAPE OF THE FOOTING, NO MATERIAL SHALL BE EXCAVATED r UNNECESSARILY, POUR AGAINST UNDISTURBED SOIL. L 8. BOTTOMS OF ALL FOOTINGS SHALL BE LEVEL. 6„ 9. EARTH FORMS MAY BE USED FOR FOOTINGS ONLY WHERE 6„ SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. ALL FOOTING WALLS SHALL BE FORMED. ° dpi-:... �N . r-7- \47 a o ° G d . #4 HAIRPIN d a ° A PERIMETER 5-#4 at GRID g SEE PLAN FOR '. ° °;,ia F4 4-#4 at GRID LOCATION N. '. . <° - TOP & BOTTOM <_ .. EACH WAY 4-#4 TIES Q 2"o.c. e < d d. .< at SEE DETAIL o I N ,I k 9 L2,> 4'-3"sq-at GRID (2) 3'-3"sq at GRID 01 COLUMN F G. CONTAINMENT CURB POUR AFTER FRAME 5'x5'x4• INSTALLATION PCC SLAB #4 at 18"o.c. 9" 4" CONC. SLAB W/ #4 ® 18" E.W.(TYP.) 4" 4' • °. 6., A <-.10o9�p�p 04" � o *POUR FOOTING AND SLAB MONOLITHIC SECTION A FOUNDATION NOTES- 6" N CONT.#410. FORMS SHALL BE SUFFICIENTLY TIGHT TO PREVENT (CONT.BARS THRU PADS) LEAKAGE OF GROUT AND CEMENT PASTE DURING CONCRETE *POUR FOOTING AND PLACEMENT AND SHALL BE READILY REMOVABLE WITHOUT DAMAGE SLAB MONOLITHICL 12 TO CONCRETE. 11. FORM WORK MAY BE REMOVED WHEN HARDENING OF CONCRETE p �/j j� IS SUFFICIENT TO RESIST DAMAGE FROM REMOVAL. j� I E I\ I I E T E I\ FTG- 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 13. ALL CONCRETE AND REINFORCEMENT SHALL CONFORM TO SECTION B THE LATEST EDITION OF THE AGI CODE. 14. GEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR II. 15. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33. INTERNAL LAB WALL SECTION D FILTERS VOL = G,850 gal ea. TOTAL WT = 13,700 lbs 5-#4min. #5 at 6" o.c. 7- #5 min 4-#4min. 3-#4min. * POUR FOOTING AND SLAB MONOLITHIC IF NOT MONOLITHIC, INCREASE DEPTH BELOW GRAVEL BASE TO 24" AND INSTALL SLAB DOWLES. #4 at 18"o.c. *#4 SLAB DOWEL at 12"o.c. 1 (� /EACH DIRECTION INTO B 0N SHEET TITLE: FOUNDATION PLAN AND DETAILS ,. R. u=a=u=u=u a Ir=u: Ir n:=u a u=n n u -u Ir -u - n-n—u=u=u =1I-11-II=11-II=11=i1: a=u=u—a=u=n=n=u=n- — =nic°:u:n it n= i nTitilgn n u=1nrn=irn— ir�l n:u 1=11= • 1=If=lf=if=Jl= 4 at 12"o.c. IN. (U.N.0.) U SEE PLAN #4 at 12"o.c. EQUIPMENT F -TG - SECTION C SURVEYED BY: DRAWN BY: RWF DESIGNED BY: CHECKED BY: DATE: SCALE: AS NOTED SHEET No. F-� OF 1. SEE SOILS REPORT CDATED 4/14/94) BY QUALITY CONTROL INSPECTION INC. FOR GRADING, COMPACTION. AND RELATED EARTHWORK REQUIREMENTS. FOUNDATIONS AND SLABS REQUIRE SPECIAL PREPARATION PER THE REPORT. 2. ALLOWABLE SOIL PRESSURE = 1500p5f/2000psf 6Idl+I 3. CONCRETE FOOTING AND SLAB TO BE 2500 P.S.I. MIN. AT 28 DAYS. 4. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A -G15 -GRADE 40. ALL LAPS 24' MIN. INCLUDING CORNERS. 5. CONTRACTOR TO VERIFY ALL METAL BUILDING AND TANK CONT. #4 CURB BAR ANCHOR BOLT DIMENSIONS AND LOCATIONS PRIOR TO POURING 1lz" PANEL CONCRETE FOOTINGS AND SLAB. 1 ✓ RECESS O ALL METAL BUILDING AND TANK ANCHOR BOLTS TO BE TYP EA.WAY GALVANIZED. 7. WHERE PRACTICABLE, EXCAVATIONS SHALL BE MADE AS NEAR AS POSSIBLE TO THE NEAT LINES REQUIRED BY THE SIZE AND SHAPE OF THE FOOTING, NO MATERIAL SHALL BE EXCAVATED #4 CURB DOWEL at 36"O.C• UNNECESSARILY, POUR AGAINST UNDISTURBED SOIL. L 8. BOTTOMS OF ALL FOOTINGS SHALL BE LEVEL. 6„ 9. EARTH FORMS MAY BE USED FOR FOOTINGS ONLY WHERE 6„ SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. ALL FOOTING WALLS SHALL BE FORMED. CONT.#410. FORMS SHALL BE SUFFICIENTLY TIGHT TO PREVENT (CONT.BARS THRU PADS) LEAKAGE OF GROUT AND CEMENT PASTE DURING CONCRETE *POUR FOOTING AND PLACEMENT AND SHALL BE READILY REMOVABLE WITHOUT DAMAGE SLAB MONOLITHICL 12 TO CONCRETE. 11. FORM WORK MAY BE REMOVED WHEN HARDENING OF CONCRETE p �/j j� IS SUFFICIENT TO RESIST DAMAGE FROM REMOVAL. j� I E I\ I I E T E I\ FTG- 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 13. ALL CONCRETE AND REINFORCEMENT SHALL CONFORM TO SECTION B THE LATEST EDITION OF THE AGI CODE. 14. GEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR II. 15. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33. INTERNAL LAB WALL SECTION D FILTERS VOL = G,850 gal ea. TOTAL WT = 13,700 lbs 5-#4min. #5 at 6" o.c. 7- #5 min 4-#4min. 3-#4min. * POUR FOOTING AND SLAB MONOLITHIC IF NOT MONOLITHIC, INCREASE DEPTH BELOW GRAVEL BASE TO 24" AND INSTALL SLAB DOWLES. #4 at 18"o.c. *#4 SLAB DOWEL at 12"o.c. 1 (� /EACH DIRECTION INTO B 0N SHEET TITLE: FOUNDATION PLAN AND DETAILS ,. R. u=a=u=u=u a Ir=u: Ir n:=u a u=n n u -u Ir -u - n-n—u=u=u =1I-11-II=11-II=11=i1: a=u=u—a=u=n=n=u=n- — =nic°:u:n it n= i nTitilgn n u=1nrn=irn— ir�l n:u 1=11= • 1=If=lf=if=Jl= 4 at 12"o.c. IN. (U.N.0.) U SEE PLAN #4 at 12"o.c. EQUIPMENT F -TG - SECTION C SURVEYED BY: DRAWN BY: RWF DESIGNED BY: CHECKED BY: DATE: SCALE: AS NOTED SHEET No. F-� OF