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Home My WebLink About15-Foundation and Slab Plans-Vehicle Maintenance-Sheet No. S104Project: NEW DPW FACILITY 2 3 4 5 6 6.5 7 8 8.2 154'-8" 25'-4" 26'-70 21'-7 20'-8" 23'-6" 18'-6" 18`-6" i i I � i i I �.. MATCHLINE S103 i I i I ( IM I 1 MATCHLINE 5104 T.O. i T°O° PIER T.O. PIER i 6 I I T.O. PIER ` O i STEP FOOTING �� 2�-0R] E.L. [-2'-0"] E.L. [-2'-0-] E.L. [-2'-0"] = Q _ I- b tL t1± T.O. FNDWALL EL.' [-2'-4"] 14' - 0" I I 5402 T.O. PIER ' $° TYP. ;- [] cnIr E.L. [-2'-0"] ! t a: :::,-- JI 0 L T.O. PIER E.L. [-2'-0"] _ _ F6P3 P1 P1 I P1 i P3 j I ( I P1 I ' ° FB I F8 F8 F8 SANITARY SEWER LINE, F10 8 P1 F10 T.O. PIER [-5' - 8"] {-5' - 81 T.O. PIER [-5' - 8"1 T.O. PIER 147 - 8"1 SEE PLUMBING AND CIVIL [-�8 - } F6 IF8 P1 -0� - 0" [ ] E.L. {-2'-0"] E.L. [-2'4"] T.O. PIER I E.L. [-2'-0"] T. O. PIER DWGS. COORDINATE STEP FOOTINGS WITH UTILITIES 111 P1 [-5 - 6"] - ' - 8" [ 5 ] E.L. [-2'-0"] E.L. [-2'-0"] I F6 T.O. PIER STEP I I i I [-5'- 61 E.L. FOOTING c T.O. FND. WALL F4'- " 2] ti I zo IIHI [-7'-61 T 0 PIER EL (-V-8") I i I , INGROUND LIFT FOUNDATION SLAB VERIFY S401 T.O. PIER I T.O. PIER T.O. PIER 8" CONCRETE FOUNDATION SLAB ELEVATION AND F6 E.L. [-2'-0"] E.L. [4'-4"] ` o WALL DIMENSIONS WITH MANUFACTURER'S [-4' - 2"j F3 E.L. [-2-0"] RECOMMENDATIONS ((( F3 - i f I I i F10x6� F10x6" ( F10x6 5 `r G [-4 2'} [-4 2 ] -6 6"j 5403 _ - _ - T.O. PIER EL. -1'-8" � � _ _ 10 P1 "' J .5 4 - 4 = 4Q3 _ 6 I I I I 9 i I [ 7` - 6'1 T.O. PIER I o0 5' - 0'] P4 SQ. _ E.L. [-Z -0'j 1 S403 - C�— — P1 F4 5403 l - 2 F3 [ 5' - 2"j f 1 I i I °--° T.O. PIER T.O. FND. WALL I T.O. PIER EL. (-T-8") >n i EL. [-2'-0"] EL. [-2'-4-] I� c F3 T.O. PIER [-5' - U] E.L. [-2'-0"] I I 6' - 4° { F3 1 [-5' - 0"] 5403 ' T.O. PIER STEP FOOTING P3 T.O. PIER P1 ~ ' N S401 E.L. [-2'-0"] r " , " E.L. [-2'-0"]� T.O. PIER T.O. PIER I I I 11 - 6 4 - 0 FS - " j P4 F8� I E.L. [-2'-0"] E°L, (2'-0'] [-9 8 ] F6 [-9 89 P1 P1 P 1 P3 P3 P3 I [-g' 67 Fg { F6 F8, " F8 F8 FS 1-7' - 69 I 1-5'- 6"] ['S - 8 ] [-5' - 8"] [-5'- 8"j [-5' - 8"] [-5' - 017 [-7' - 09 [-9' - 01F 1 sr -Ca- I Lb NOTES: 77 10 I I J 7- 0 ---- I T.O. PIER I ( I T.O. PIER T.O. PIER T.O.TOPIER S401 T.O. FND. WAL �_OIL WATER E.L. [-2'-0-] z z 1. COORDINATE ALL WORK (INCLUDING FLOOR ELEVATIONS, DIMENSIONS, FINISH DETAILS, E.L. [-2'-0"] E.L. [-2'-0"] E.L. [-2'-0-] EL. [-2-4"] I SEPARATOR SEE I:3 PENETRATIONS, ETC,) WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING f � � PLUMBING AND DRAWINGS. l CIVIL DWGS. 2. [XX-XX"] INDICATES BOTTOM OF FOOTING ELEVATION. ALL EXTERIOR FOOTING SHALL BE LOCATED A MINIMUM OF 4'-0" BELOW FINISHED GRADE. 3. F#- INDICATES NEW CONCRETE FOOTING TYPE. SEE "FOOTING SCHEDULE ON SHEET S401. COORDINATE STEP FOOTING WITH UTILITIES 4. P# - INDICATES NEW CONCRETE PIER TYPE. SEE "PIER SCHEDULE" ON SHEET S401. 5. A RELATIVE ELEVATION OF 0'-0" CORRELATES WITH A PROJECT ELEVATION OF 20.0'. 6.3 VEHICLE MAINTENANCE FOUNDATION PLAN (Dsc ALE: 1 3 4 5 6 6.5 7 8 8.2 154' - 8" 25'-4" 26'-7" 21'-7" 20'-8" 23'-6" 18'-6" 18'-6" MATCHLINES1.03 Fri 6.3 1 I T.O. SHELF EL. (-2' 0") L ") i I MATCHLINE 704 6 T.O. KNEEWALL EL. (3 4 I I I I T.O. SHELF EL. (-2' 0") 4 T.O. KNEEWALL EL. (3' 41 T.O. KNEEWALL EL. (T 4") I T.O. KNEEWALL EL. (3' 4") TS42 - � S402 T.O. WALL T.O. SHELF EL. (-2' 0") B" Concrete'.0. WALL T.O. SHELF EL. (-2' 0'1 i r - - " EL. -2 0 - _ _ - EL. (-2 0) j I rS501 T.O. SHELFT.O. WALL Et.(-Z 01 �•- ( }--------EL.(-2'0'� _------------ -°[ - - - - - - - _ I - - -T.O. KNEEWALL - - - - - - - H - - - - EL. (3' 4'� i i H.P. H.P. i P. T.O. WALL P. + -- - - _ _ Ell —T.0° WALL EL (-2' 0') I t I 1 _me., v - -_ _ L - - 1 L - ( ) ._ , ( i J — — — _ J L —i L J L o 0 I I I to II -- - 6 i POSTS FOR VEHICLE _ - L.P. @ DRAIN ___- -L.P. @ DRAIN j - z Z I S 01 / ( I I I __ HAUNCH SLAB AT _ - i I --_ - EL. [-0'-1"] - I EL [-0 1 ] ( : f I I r SEE NOTE 8 I= 8" CMU WALL [ - 1 + , S501 i ( I t l i ---= - � i ► ' - -_ _ .__ H.P. -- + --�----------- � F- t- ;,: i EL 3' 4E ALL i { i --- ---- - ---- HP r i , i 8" CMU WALL g�g I T.O. SHEI F a ] I -- -- =---- ` HAUNCH SLAB AROUND ) + + r ._._- EL. Z 0) I i i----- - INGROUND LIFT i s rT I, (-- - - rLP I 8 CMU WALLEL,. @ DRAIN $" SLAB ON GRADE WITH (2) �' _TI ' i I i I� ' 1 I J I S4Q1 rLAYERS OF 4X4 W4.0 X W4.0 i 403 SUMP PIT I I M 4'-0" SLAB HAUNCH BELOW WELDED WIRE REINFORCEMENT I } i co tT ! _i J ____ L __ I ' o �-, -� [ RIM EL. t t i i MASONRY PARTITION IN TOP & BOTTOM OF SLAB WITH + "' i I I i rZ [4-3-] ] I I I 3 -, a _r WALL (TYP.) SEE TYPICAL RADIANT TUBE HEATING S403 DETAIL 6/S003 ' - , I t N { I 811 CMU WALL I [ [ 5 o t ( I H.P. + [ .t i H.P. H.P. - - ]_ 4Q3 M , , �_� I � J5 { I 1 H.P. I i - I ) t 4 \r i 10 - i ,---- — t I { 2 #4 BARS X a I i 1_; i - !. I ---- t T.O. KNEEWALL I j () _ HAUNCH SLAB AT _ HAUNCH SLAB AT HAUNCH SLAB AT 4-0 POSTS @ EACH 6 I i POSTS FOR VEHICLE -P05T5 FOR VEHICLE POSTS FOR VEHICLE - 9 I [ I ) i = - = = [ _ .-� f1' I EL. (3' 4")20 L i CORNER OF g 3 + I SEE NOTE 8 S403 t f I i �, [ y r i [ U { L-7 T.O. SHELF L- -J 1 , I t -- -r LIFTS, SEE NOTE 8 LIFTS, SEE NOTE 8 LIFTS, K JUL iOZ1 I SUMP PIT _ _---- --- _---- -- _ - r -� t I EL (2' 0") _ I �_ _ _ I I I I - I , ----- ---- I i I I t I DEPT. i I 8= ) i _Ih I ------- ----- i i -- ----- --- -- ; -- - — i i ( ; °�°, 8" CMU + (2) #4 BARS X' HEALTH b I I i' I , rn ---- WALL , + , r ._ 4'-0" @ EACH ' --' �----' _ .°i t / CORNER OF / I , __ _ I , ,_� t l N ( - - NOTES: -i I ] + I l " , , I �__ -.- ;. .., i i �--- , I I' '1 I ' SUMP 1 I I _.a + ► i --J 1 =, H.P. 'I i 1. COORDINATE ALL WORK (INCLUDING FLOOR ELEVATIONS, DIMENSIONS, FINISH ( I- I { i.-' + -----` -- -- - --'- `-------- -- -- ---- --- -- -- ---------J1 i ( ' PENETRATIONS,ETC WITH ARCHITECTURAL MECHANICAL ELECTRICAL, L.P. @ DRAIN L.R. @DRAIN I J + - i=---'-------� o -_ _ LP. DRAIN " AND P UDETAILS�MBING DRAWINGS. ) i ) 1 f � i '�- � ' + � a; EL. [-0 -1 ] EL. [-0 -1 ] I � I - I "CMU WALL 031 , T a SLAB FROM H.P. ] + _ _ T EL. [ 0-1 ] _ _ -- _ -- ___-- _L.P. @DRAIN I I I I L' I 2. H.P. DESIGNATES HIGH POINTS IN SLAB AT ELEVATION-1`-0", SLOPE5401 - TO DRAINS. MAXIMUM SLOPE TO DRAIN SHALL BE 1l8° PER FOOT. I s I (2) #4 BARS X i fi (2) #4 BARS AT EACH \ J N EL. -0'-1" I i 1 I i FLUIDS o 0 -� 4 -0 EACH - __ I __� DOOR TO BE PLACED IN \ T.O. WALL EL, (-2 0) [ ] 3. F.D. INDICATES FLOOR DRAIN LOCATIONS. COORDINATE DRAIN LOCATIONS WITH ) -=- @ + I k l + , —� STORAGE �� E CORNER OF + I r -' - TOP THIRD OF SLAB (TYP.) _ - __ Y I .� I PLUMBING. - - - -TA. WALL EL (-2' 0") cri' .. r - `, - - r - - r - - t + - I I $ 2 HOUR SUMP, RIM W I W 4. A RELATIVE ELEVATION OF 0'-0 CORRELATES WITH A PROJECT ELEVATION 19.0 . I DRAIN' t I I- . ► -} F i - G '- - EL [-0'-1'J z z „ TRENCH 5. COORDINATE MASONRY WALLS AND WALL OPENINGS (VENTS, WINDOWS, DOORS, �' 1.� I +�-- I I i I i CMU WALIL I i ----------�-------- � V H.P. H.P. H.P. I H.P.HPiI t - , - - I UIt3 ETC.) WITH ARCHITECTURAL, MECHANICAL ELECTRICAL, AND PLUMBING DRAWINGS. c - - - - -`T-' 1- — — — 6. L# INDICATES CONCRETE MASONRY UNIT (CMU) LINTEL TYPE. REFER TO CMU LINTEL [ H P - - - - I � I SCHEDULE ON S003 FOR LINTEL INFORMATION, STEEL LINTELS SHALL NOT BE USED IN _ - _ ---- — ----- -- ----- INTERIOR CONCRETE MASONRY CONSTRUCTION_ L - - -- - - - - "- -` -` - - - - - 7, LOCATION OF CONSTRUCTION JOINTS AND SAW JOINTS SHALL BE THE T.O. KNEEWALL EL. (3' 4"} ° °- - ° - - n - o - o I RESPONSIBILITY OF THE CONTRACTOR. REFER TO GENERAL NOTES FOR SPACING - �_ T.O. WALL EL. (-2' 0") T.O. WALL EL. (-2' 0") 10 ( T.O. WALL EL. (-2' 0") j I EL. (3' 4"j REQUIREMENTS. SUBMIT JOINT LOCATIONS TO THE ENGINEER FOR APPROVAL. T.O. SHELF EL. (-2' 0") i T.O. WALL T.O. KNEEWALL EL, (3' 4") i ( J T.O. KNEEWALL REFER TO S002 FOR TYPICAL DETAILS. EL. (-2' 0") T.O. SHELF EL (-2' 0") T,O. KNEEWALL EL. (3' 4") T.O. KNEEWALL EL. (3' 4") S401 T.O. KNEEWALL EL. (3' 4"} T.O. SHELF 8. COORDINATE LOCATION AND DIMENSIONS OF HAUNCHED SLAB WITH APPROVED i ` I EL. (-2' 0") LAB 16" DEPTH. PROVIDE # ' T.O. SHELF EL. -2' 0" T.O. KNEEWALL EL. (3 4-) T.O. SHELF EL. SHOP DRAWINGS AND LIFT' MANUFACTURER. HAUNCH S TO T.O. SHELF EL. (-2 0) ( ) 4 @ 6" BOTH WAYS AT BOTTOM OF SLAB IN HAUNCH LOCATIONS. WWF IS TO I I I i OIL WATER SEPARATOR I I (-Z' 0") COORDINATE WITH CONTINUE THROUGH HAUNCH LOCATIONS. HYDRAULIC LINE IS TO BE SET INTO SLAB, T.O. SHELF EL. I PROVIDE DEPRESSION IN SLAB FOR THE HYDRAULIC LINE. COORDINATE WITH } PLUMBING AND CIVIL EQUIPMENT DRAWINGS AND APPROVED SHOP DRAWINGS. DWGS. 1 I 2 VEHICLE MAINTENANCE SLAB PLAN SCALE: 1I8" = V-0" TOWN OF YARMOUTH 507 BUCK ISLAND ROAD YARMOUTH, MA 02673 Weston Q Weston & Sampson Engineers, Inc. 100 Foxborough Boulevard Suite 250 Foxborough, MA 02035 (508) 698-3034 (800) SAMPSON www.westonandsampson.com Consultants: Digitally signed by Nathan Seifert, PE r- * DN: C=US, Nathan Seifert, PE E-seifertn@wseinc.cam, O=Weston & Sampson, CN="Nathan Seifert, PE" Date: 2019.12.24 „" `11:58:41-05`00' Seal: J Revisions: Rev Date Description Issued For: CONFORMED @ QAO"Ph" PROJECT TRUE SCALE: AS NOTED Date: DECEMBER 24, 2019 Drawn By: AAC Reviewed By: KMC Approved By: NMS W&S Project No: 2170117 Drawing Title: FOUNDATION AND SLAB PLANS - VEHICLE MAINTENANCE Sheet Number: S104 W ESTON & SAMPSON COPYRIGHT 2019