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Home My WebLink About14-Foundation and Slab Plans-Vehicle Storage-Sheet No. S1036 6.5 $.2 8.5 g,9 9 9.8 10 0. 11 1. 12 2. (_ 13 3. Project: 180' - $^ NEW DPW FACILITY 11'-9" 28'- 0" 1 12'=3" 14'-6" 1'-3" 25'-3" 2'-9 10,-9 17'-3" 8'-1" 19,-11" 8'-1" 20'-10" 1 -5" a $p P2 P S402 F8 S402 T.O. PIER T.O. PIER Co [-5` - 6"] S"] P4 1 } EL. {-2'-0°] ` I EL. -2'- T.O. PIER P2 P2 T.O. PIER T.O. PIER T.O. PIER EL. [-2'-0"] 12 _ EL. [ V-0"] MATCHLINE S102 EL. [-2'-0"] i1 ! e e i ! i i e ! e i e ! ! i ! ! ! ! i e ! ! ! e i ! ! i e i ! e i ! ! ! i i ! ! e ! e ! e ! i i i ! i i e i i i i i i i i e i I F10 I i I MATCHLINE S103 F10 OND a P2 T.O. PIER P2 I F10 I -0. _ 0 P2 I P2 f T.Q. PIER [-9' F9 EL [- IER F1Q T.O. PIER T.O. PIER [-6' - 01 T.O. PIER [ "] F9 F9 EL. [-2'4"1 c a TOWN OF YARMOUTH 2 in [-5' - 10"] EL, [-2'-0"] EL [-2'-01 EL [-2'-0'j [-5' -10"] [-5' -10"] ' .J I [-6f - 01 I I S401 STEP � T 507 BUCK ISLAND ROAD a FOOTING I } I i l I T.O. PIER YARMOUTH MA 02673 c EL. [-2'-0^] , F T.O. PIER ' EL. {-2'-0"] # J P4 -I � � { � - - - -I .- - - - I - -- - - - I - - - - P4 - � Westin @ i [--T - 2"] J 1 F4 W Weston & Sampson Engineers, Inc. 1 I $� ` 2� h 100 Foxborough Boulevard Suite 250 -u _ - Foxborough, MA 02035 C? � (508) 698-3034 (800) SAMPSON i I I I I Z_ _ www,westonandsampsort.com SANITARY SEWER LINE, SEE o c 0- 0 o PLUMBING AND CIVIL DWGS. COORDINATE STEP FOOTINGS �t '3 m w } } } } T.O. PIER o Consultants: WITH UTILITIES I } EL. [-2'-0^j o � o P4 [7'-29 ~ U P4 FOOTING BELOW PRE- J F4 FABRICATED TRENCH T.O. PIER f CATCH BASIN. II [-5' - 2"j EL. [-2'-0"} I I I LOCATION WITH PLUMBING DWGS. } I } AND APPROVED SHOP DWGS. T.O. FND. WALL j + EL. [-2'-0"] �osiM I r] 1 S401 I I [�t_01 T.O. FND. WALL EL. [-1'-8"1 t 0 I i I 1 I I N T.O. PiER EL [-2'-0"j P4 1 A F4 P4 } I I I k F4 FND. WALL T.O. PIER 1-5- 2"] 3'-0" o a WALL FTG. i I I } I T.O. PIER ., EL. [-2'-0'} P4 } F4 - - - P4 H NOTES: T.O. PIER F4 EL. [-2-0 ] } } 1. COORDINATE j [-5' - 2"} ALL WORK (INCLUDING FLOOR ELEVATIONS, DIMENSIONS, FINISH MATCHLINE 5103 t N DETAILS, PENETRATIONS, ETC.) WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, n i s e i e i i i i i i i err VEND am i i i i i i!! i am am T i i i! i i i i i! i e e e i e e e e e i e e e i i I� NOW Sam i i i i i� i! i i i! i i! i!! i i +_ i! i i i i i� e i i i e i i i i i i�- I I I I I T.O. PIER P2 } T.O. PiER } T.O. PIER T.O. PIER I MATCHLINE S105 T.O. PIER AND PLUMBING DRAWINGS. F10X8 F9 6 T.O. PIER T.O. PIER , EL. [-2'-0'1 F10 EL. [-2'-Yl P2 EL. [-2'-0"j EL. [-2'-0'J 2. [XX'-XX"] INDICATES BOTTOM OF FOOTING ELEVATION. ALL EXTERIOR FOOTING SHALL BE LOCATED A MINIMUM OF 4'-0" BELOW FINISHED GRADE. [-7' - 89 [-5' - 10"] S402 EL. [-2'-0"} EL. [-2'-0"] [-6' - 0"] F10 EL. {-2'-0"l � 3. F# - INDICATES NEW CONCRETE FOOTING TYPE. SEE "FOOTING SCHEDULE ON T.O. PIER T.O. PIER ' P2 P2 7 [-6 - 0'j F10 S402 P2 Dtgitalry signed by Nathan SHEET S401.' EL. [-2'-0'] } EL. [-2'-0°] ( P3 �► } F10 I t N I [-6'-0"] f F10X8 4. P# -INDICATES NEW CONCRETE PIER TYPE. SEE "PIER SCHEDULE" ON SHEET S401. o to [-6- 09 [-5 - 0'] [-5 - 0 j [-5 - 0"j 1_5t - 89 )N: C, PE 5. A RELATIVE ELEVATION OF 0'-0" CORRELATES WITH A PROJECT ELEVATION OF 20.0'. P P3 _ C0 C __ _. E-selfe 4 _ w u�. - at E O Weston & Sampso�nm �- � : , . Nathan Seifert, P ZZ• , , N Ife . CN="Nathan Seifert, PE" M P1 P1 UU Date:20t9.1224 T.Q. FND. WALL f [-5' - 0"j i 1:59:04 05100' o STEP FOOTING S 00 G VEHICLE STORAGE FOUNDATION PLAN Seal: SCALE: 1/8" = V-0" ; - I _ i r r- - -- _ - r 1 r S402 r , l I I S402- r------------- -- F x - - 4- D a_ a , D ----- - l , 1L--J l Pd ri i i!i i i i i! to i e! e e a e i s ! e e e!! r1 ®e ! e o=_ter Lr_Jl I i l TA. KNEEWALL EL. (3' 4"1-----[ -1_f • i-a wrTeeeee�eee !ee lime!JfT.O. SHELF EL. (-2' 0") T.O. KNEEWAL EL 3' 4" S' s'? r " ( )T.O. KNEEWALL EL. 3 4 T.O. WALL 2 T.O. SHELF EL. (-2' 0") - S403 I , EL. (-2' 0,t) o0o r \ S401 i ( } T.O. KNEEWALL EL. (3' 4"� f i i L----------------------------------[ I � L-4 T.O. SHELF EL. (-2' 0") � I I � ` } i I - - ' I { <--T of o I I } I T.O. KNEEWALL EL. �(3' 4") l ( f ( I I . si o I 1 T.O. SHELF EL. (-2' 0") 00 L-4 � 1 - --- - L i - ' T.O. WAL } T.O. KNEEWALL EL. (3' 4") ( EL. (-2' 0") i I I I i ( T.O. SHELF EL. (-2' 0") I (2) #4 BARS AT EACH DOOR - TO BE PLACED IN TOP THIRD I i I I SIM 1 N L.P. OF SLAB @ RIM OF SLAB (TYP.) 1 [ I 1 S403 OF TRENCH DRAIN, I I l I I 2 -Q ! T.O. WALL EL (-2' 0") l I SQ. EL. [-0-5"] _ 5403 I PRE FABRICATED TRENCH l I " l i t I j DRAIN. COORDINATE WiTH } EL. T.O.(2 OL) I t I + I PLUMBING DWGS. AND 41A1Q SIM I I I f APPROVED SHOP DWGS. l S401 I PRE -FABRICATED TRENCH DRAIN. COORDINATE WITH SiM o PLUMBING DWGS. AND J I PRE -FABRICATED TRENCH DRAIN -i 1 } l � l APPROVED SHOP DWGS. AND CATCH BASIN. COORDINATE 8" SLAB ON GRADE WITH ONE S403 i } I # I ! WITH PLUMBING DWGS. AND ? LAYER 6X6 W4.0 X W4.0 WELDED I I } I } I ( APPROVED SHOP DWGS. WIRE REINFORCEMENT IN TOP l T.O. KNEEWALL EL. (3' 4") i I THIRD OF SLAB t " T.O. SHELF L. -2t ON \\ � (2) #4 BARS X 4 -0 @ SHE E( ) I EACH CORNER OF I I l l T.O. WALL EL. (-2' 0") l I TRENCH DRAIN (TYP.) I l l nL`:L iV�ID 1 �t f I " I i f I `--r I JUL 15 2021 T.O. KNEEWALL EL. (3' 4") ( � � } T.O. KNEEWALL EL. (3' 4") i o HEALTH DEPT, T.O. SHELF EL. (-2' 0") I l I '. I ( j I T.O. SHELF EL. (-2' 0") � [ -� 0 r I i NOTES: ° - F° H Drawing Title: 1. COORDINATE ALL WORK (INCLUDING FLOOR ELEVATIONS, DIMENSIONS, FINISH DETAILS, PENETRATIONS, ETC) WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, I I '� I ° AND PLUMBING DRAWINGS. MA-MATCHLINE S1.03 I I % MATCHLINE S1.03 �' ` I 2. H.P. DESIGNATES HiGH POINTS iN SLAB AT ELEVATION -V-0". SLOPE SLAB FROM H.P. �+! e e e e e e e l e i i 400014000 e i � D s! i i e s a i 0 i i i i e e s e e e e e e e s e! i e e e e e e elm e i i e e e e e e i e e e i_ e i e e e e! e i e i s e L e s e e i s e e e i i! e l e e e ain man TO DRAINS. MAXIMUM SLOPE TO DRAIN SHALL BE 1/8" PER FOOT. MAMATCHLINE S1.04 # I MATCHLINE S1.05 I ° %t 3. F.D. INDICATES FLOOR DRAIN LOCATIONS. COORDINATE DRAIN LOCATIONS WITH i [ _ - I - FOUNDATION AND PLUMBING. --;-- ---- ---- SLABPLANS- 4. A RELATIVE ELEVATION OF 0'-Q" CORRELATES WiTH A PROJECT ELEVATION OF 20.01. - - 5. COORDINATE MASONRY WALLS AND WALL OPENINGS (VENTS, WINDOWS, DOORS, Ir } - -. - } l T.O. KNEEWALL EL (3' 4") I } j I [ ( VEHICLE ETC.) WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING { I I } _-_ STORAGE DRAWINGS. � 6. L# INDICATES CONCRETE MASONRY UNIT (CMU) LINTEL TYPE. REFER TO CMU - - l - -- -- - a .1 O - - - - ----- T INFORMATION. STEEL LINTELS S LINTEL SCHEDULE D" SOQ3 FOR LINTEL BE USED IN INTERIOR CONCRETE MASONRY CONSTRUCTION. - -�r- �n - - - -} �- - - -- - - - - -� }- - - - - - - - -�- - --• - -- - - - -- -1--..-.-- - - - - - _ - l t Q 7. LOCATION OF CONSTRUCTION JOINTS AND SAW JOINTS SHALL BE THE [ N J. I •1 RESPONSIBILITY OF THE CONTRACTOR. REFER TO GENERAL NOTES FOR SPACING L - I 18 - ti �, . ' - 9^ } in in 28' - 0" - L - - 28' - 0" L - - 28' - 0" L - 28' - 0" �- -- - 28' -11" Sheet Number. TW REQUIREMENTS. SUBMIT JOINT LOCATIONS TO THE ENGINEER FOR APPROVAL. F _ _ - - J L I Z Z 180' - 8" REFER TO S002 FOR TYPICAL DETAILS. - --___- 6 6.5 7 8 '8.2 diQ 10 11 12 13 VEHICLE STORAGE SLAB PLAN S103 L- WESTCN & SAMPSON COPYRIGHT 2019 6 6.5 8 '8.2- :8.5 9 ; SI8,10; 10.3 Revisions: Rev Date Description Issued For: CONFORMED PROJECT TRUE SCALE: AS NOTED Date: DECEMBER 24, 2019 Drawn By: AAC Reviewed By: KMC Approved By: NMS W&S Project No: 2170117