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i CONCRETE MASONRY UNIT : i 1. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90-75 GRADE N OR BETTER fm' = 1500 PSI MEDIUM WEIGHT. 2. MORTAR SHALL BE BY VOLUME 1-PART PORTLAND CEMENT, 1/4 TO 1/2 PART HYDRATED LIME OR LIME PUTTY, 2-1/2 TO 3 TIMES VOLUME OF CEMENT AND LIME OF DAMP LOOSE AGGREGATE. 2" CUBES SHALL TEST 2000 0 PSI IN 28 DAYS. ICA Uj F o 3. GROUT SHALL BE BY VOLUME 1 CO -PART PORTLAND CEMENT, 3 PARTS OF SAND, 1/10 PART LIME (OPTIONAL). CO TWO PARTS OF PEA GRAVEL MAY BE USED WHERE THE LEAST CLEAR CELL DIMENSION IS 4". NOT MORE THAN Of 5% OF THE PEA GRAVEL SHALL PASS THE NO. 8 SIEVE AND 100% SHALL PASS THE 3/8" SIEVE. MINIMUM w o STRENGTH: 2000 PSI. Igig o z O a 4. REINFORCING STEEL SHALL BE THE SAME AS NOTE NO. 3 UNDER 'CONCRETE'. zof a ¢ F,W co 5. LAP ALL BARS 40 BAR DIAMETERS. w� Z Z6. DRILL THRU STEEL COLUMNS AND BEAMS TO PASS REBAR. A� ff ~0 6a. NO OPEN-END BLOCK SHALL BE USED UNLESS APPROVED BY PROJECT DESIGN ENGINEER. V!V{� al"GIIItCGtUi"C w Design - Planning - Interiors 7. BEFORE BLOCK IS PLACED ON CONCRETE, THOROUGHLY CLEAN CONCRETE OF ALL LATENCIES AND ALL LOOSE 637 5th Avenue San Rafael, CA 94901 o m MATERIAL. ROUGHEN AS IN A CONCRETE CONSTRUCTION JOINT. 415-451-2500 415-451-2595 fax a www.vmarch.com W o 8. CONCRETE BLOCK MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED CONTINUITY OF THE VERTICAL (N) BOLLARDS, o a CELLS TO BE FILLED. WALLS & CROSS WEBS FORMING SUCH CELLS TO BE FILLED SHALL BE FULL BEDDED IN \ \ SEE DET. 18/ A0.1 VMI J 0 B NUMBER o MORTAR TO PREVENT LEAKAGE OF GROUT. ALL HEAD OR END JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR Uj FOR A DISTANCE IN FROM THE FACE OF THE WALL OR UNIT NOT LESS THAN THE THICKNESS OF THE \ \ 5x5"x1/4" HSS POST 200 0 co LL LONGITUDINAL FACE SHELLS. BOND SHALL BE PROVIDED BY LAPPING SUCCESSIVE COURSES OR BY EQUIVALENT \ \ 4 ILO MECHANICAL ANCHORAGE. \ \N ¢"SS 1" HOLE TO KEEP GATES OPEN AT 95 \ ��NF a 0LL1 9. CLEANOUTS OPENINGS SHALL BE PROVIDED AT THE BOTTOMS OF ALL CELLS TO BE FILLED AT EACH LIFT OR \ FRpM ANGLE PER CITY STANDARDS ��,� AIR? j� W F- POUR OF GROUT WHERE SUCH LIFT OR POUR OF GROUT IS IN EXCESS OF 4-0 OF HEIGHT. ANY \ TRgSy m OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM INSIDE OF SUCH CELLS. ,n^ fir 01 Uj THE CLEANOUTS SHALL BE SEALED AFTER INSPECTION AND BEFORE GROUTING. \ \UF TO SFJ G r V I o 10. VERTICAL REINFORCING SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING \ \ \FSF/ryjFRc * x , 192 BAR DIAMETERS. NFw 3/4, \ E?pR No. LL U \ REN. 10/31/23 o t 11. ALL CELLS CONTAINING REINFORCING OR BOLTS SHALL BE FILLED SOLIDLY WITH GROUT. ��TFR�/ \ x a ° ❑ ❑ ❑ LU T ~ Z o 12. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE F Tp T�Sy FNC \ \ \ d - _ - - -� ° ° 4 ° ° d ° ° op CALZ�� FORMED BY STOPPING THE POUR OF GROUT 1-1/2" BELOW THE TOP OF THE UPPERMOST UNIT. �pSUF \ 4 • - -� - ° ° 3l�IJ YTfl390fl9 ONIT21X3 s a 13. USE STRIPS OF METAL LATH TO CLOSE OFF CELLS THAT ARE NOT TO BE FILLED. DO NOT USE ANY PAPER In o PRODUCT TO CLOSE CELLS. \° 18 GUAGE PAINTED META1 d ° 4 co \ GATE (BOX RIB) ° ° 4 ° ° c CD 14. THOROUGHLY CLEAN OF MORTAR ALL CELLS AND BOND BEAMS BEFORE GROUTING. `° ° ° 4 ° ° d ° o< \ ° 4 u\ d ° ° d W w 15. PLACE ALL HORIZONTAL BARS IN BOND BEAM UNITS. WHEN TWO BARS ARE USED STAGGER LAPS AND SPREAD \° 4 ° ° d ° ° ° �° 4 d J= AS FAR APART AS POSSIBLE. \ 4 ° d d ° 6 THICK P.C.C. SLAB ° \ 4 ° ° °d 4 ° W/ #4 AT 16"c. EA. WAY; m ° ° d d ° \ a 4 ° d d ad ° ° ° OVER 4" CRUSHED ROCK 16. USE OPEN END BLOCK FOR ALL STACK BOND CONSTRUCTION. ° 4 ° d d SLOPE TO DRAIN 0 0 17. EACH VERTICAL BAR IN WALLS, PIERS, COLUMNS, ETC. SHALL LAP 40 DIAMETERS WITH A DOWEL TO WITHIN 3" ° 4 4 \ ° \ ° ° ° ° ° ° ° 4 OF THE BOTTOM OF THE FOUNDATION. DOWELS SHALL BE STRAIGHT AND PLUMB. 1 E ° d \ d ° d LU o (N) SS LINE FROM AND (N) WATER LINE TO TRASH TE2 ° d ° ° ° 4d d °4 Z 18. ALIGN ALL VERTICAL BARS AND DOWELS AT THE CENTERLINE OF THE WALL, WHEN SINGLE LAYER OF ENCLOSURE, SEE SHEET TE-4 FOR PLUMBING DETAILS o 1" HOLE FOR GATE CANE 4 ° �. ° I ° ° ° 4° co01 REINFORCING IS USED UNLESS OTHERWISE NOTED. ° BOLT °° ° CONCRETE : ° � u a ° ° ° ° d \ \ \ ° 4 0 c:) 4 °° ° °d ° °d w ° I LU 1. CONCRETE SHALL BE HARD ROCK CONCRETE (5 SACK CEMENT PER CU YD MIN.) AND MEET THE FOLLOWING 4 MINIMUM ULTIMATE COMPRESSIVE STRENGTHS AT 28 DAYS: ° d ° TE2 CO o MIN. STRENGTH AGGREGATE SLUMP, 4 ° ° B d d 4 ° 4 \ \° o LOCATION 28 DAYS PSI SIZE-INCHES INCHES TOLERANCE 012 SLAB ON GRADE 3,000 1" X #4 3-1/2" + 1/2" d ° 4 ° ° ° ° ° d 4 Q w Q FOUNDATIONS 3,000 1" X #4 3-1/2" + 1/2" ° ° 4 ° ° ° ° 4° ° ° o M O o ° ° d ° d RECORD DATES ti o LL 2. CONCRETE MIX DESIGN AND TESTING SHALL MEET THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. CEMEN- ° ° ° 4 d ° ° ° TE2 4 6 o TO BE IN ACCORDANCE WITH ASTM C 150 TYPE II. VERIFY MINIMUM CONCRETE STRENGTH AND CEMENT TYPE WITI d ° ° ° 4 ° d ° ° g DD SUBMITTAL CN W W ° ° d ° BLDG.SUBMITTAL 2/4/2022 THE SULFATE REQUIREMENTS OF THE CBC 19-A-3. ° ° ° ° C) W CO ° 4 ° 4 ° ° ° d ° 122 ° 4 � o °4 ° (TYP?) ° BID SET - W 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 FOR #5 AND LARGER BARS AND GRADE 40 FC r4 ° Ia ° d 4 ° ° CONTRACT SET c Z o #4 AND SMALLER. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. d ° ° ° ° ° ° d d ° ° ° 4 REVISIONS m z o 4. SLABS, BEAMS, WALLS AND OTHER CONCRETE SHALL BE KEPT CONTINUOUSLY WET FOR 48 HOURS, AFTER ° 4 ° d° d d I ° ° ° ° d ° ° c'B o m PLACEMENT, AND SHALL BE KEPT DAMP FOR 7 DAYS AFTER PLACEMENT. SLABS SHALL HAVE CURE/SEALER �i ° I d° ° d° I 4 ° ° 1Q 2/112022 TB Corp Review Z APPLIED IMMEDIATELY AFTER FINISHING IF OTHER FINISHES ARE NOT AFFECTED. WHEN CURE SEALER CAN NOT BE N ° d TE2 A d° ° ° WAPPLIED, SLAB SHALL BE KEPT CONTINUOUSLY WET OR COVERED WITH CURING PAPER. CURE SHALL BE OF A TY 4 ° d 4 ° ° 4 d° ° CCD 10,-0 THAT WILL NOT BE DETRIMENTAL TO SEALERS TO BE APPLIED LATER. ( P. ° d ° ° I ° ° ° ° 4 z Wo ° ° ° d z d ° d 4 d ° 0 0o MISCELLANEOUS : 4 ° 4 ° d d ° ° ° 4 m a Z 1. ALL DIMENSIONS ARE TO FACE OF CONCRETE, U.O.N. o ° ° ° 4 a ° °° °° ° d° ° 4 ° ° PERIMETER 0 Z o 1 ° d d ° ° 4 d °° 6 HIGH CONCRETE CURB 401 FOOTING o 2. DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS AND FIT SHALL BE DETERMINED AND VERIFIED BY THE ° ° ° d ° ° d° Ly CONTRACTOR PRIOR TO COMMENCING WORK. 4 ° ° ° ° ° 4 ° ° ° w ° oQ a ° ~l W K 3. DETAILS NOT FULLY OR SPECIFICALLY SHOWN SHALL BE OF SAME NATURE AS OTHER SIMILAR CONDITIONS. ° ° ° 4 ° ° ° d ° 4 ° ° 16 CLIENT d Fj CD z 4. SEE SITE PLAN FOR COORDINATION WITH WALKS, CURBS, ACCESSIBLE RAMPS & OTHER MISCELLANEOUS SITE WOR ° ° ° 4 4 d ° ° ° ° °4 ° PRB MANAGEMENT INC I W a _� ° ° ❑ V L C.M.U. BLOCK 4709 Mangels Blvd. c o w 5. COORDINATE FOUNDATION & SLAB LAYOUT WITH OTHER TRADES. ° ° Fairfield,CA 94534 U SITE*3560 LLENTITY#: il0 SOILS : T.S. POST, REFER TO �l o= 1. SOILS REPORT NOT REQUIRED AS FOUNDATIONS ARE DESIGNED FOR A BEARING PRESSURE OF 1000 PSF DWG. TE-3 , TYP. PROJECT M ~ TACO BELL co � 0 0 2. FOUNDATION DESIGN BASED ON THE LATEST 2019 CBC 4"0 CONCRETE FILLED o co ao M W cr 8'-0" CONCRETE APRON STEEL BOLLARD, (TYP.) 15'-0" (MAX.) 532 WEST HAMMER LN Ll 0 3. ALL FOOTING EXCAVATIONS SHALL BE AS NEAT AS PRACTICABLE. OVER-EXCAVATIONS IN DEPTH SHALL BE FILLED STOCKTON, CA. 95210 m Z" WITH CONCRETE, AND IN WIDTH MAY BE FILLED WITH LEAN CONCRETE OR COMPACTED APPROVED BACKFILL. � a z APN#000-000-000 E mo = z w 4. ALL LOOSE SOILS SHALL BE REMOVED FROM EXCAVATIONS PRIOR TO PLACEMENT OF REINFORCING OR CONCRETE, U) o,, W J LU Q Q Iz� Z� Q Q W �z ENDEAVOR W w SUCCESSOR M 11/13/2020 a W 0 ii �l Z= NORTH CD CD Uza J TRASH ENCLOSURE C> a� 0-co a) z Z FOUNDATION PLAN E W� 0) 2CO Uj jw cu z� 0,0 m �6z z W co o� C6 0 TE - 1 `u N OTFS 2 FOUNDATION PLAN I . �� W SCALE:1/2"=1'-0"