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Home My WebLink AboutBLD-19-1049HDR ~' 138 Canal Street, Suite 501 Pooler, GA 31322 (912) 988-5950 i Contract Drawings For INDEX OF DRAWINGS t�. $. SURVEY OOV-01 TOPOGRAPHIC SURVEY AND EXISTING CONDITIONS PLAN nsimon DEMOLITION OOX-01 SITE DEMOLITION PLAN (Dam CIVIL n OOC-01 SITE LAYOUT AND ENLARGED JOINTING PLAN OOC-02 SITE GRADING, DRAINAGE AND UTILITY PLAN OOC-03 CIVIL DETAILS OOC-04 CIVIL DETAILS 73 a 'r r�• f e �' _ ARCHITECTURAL • ic-f F- =lr�� ` ' OOA-01 FOAM BUILDING ARCHITECTURAL FLOOR PLAN f a v OOA-02 FOAM BUILDING ARCHITECTURAL DETAILS - f • {�i Cape `� ir �,,�.,� iii .cy4 ; FOAM SYSTEM �, Mid r ou O U OOF-00 FOAM SYSTEM GENERAL AND MATERIAL NOTES OOF-01 FOAM SYSTEM OVERALL SITE PLAN SITE LOCATION■L 1"N' G Facill'ty Y 127 WHITES PATH SOUTH YARMOUTH, MA _ OOF-02 FOAM SYSTEM ENLARGED SITE PLAN - OOF-03 FOAM SYSTEM FIRE PROTECTION BUILDING PLAN - - OOF-04 FOAM SYSTEM DETAILS OOF-05 FOAM SYSTEM DETAILS 1�1 OOF-06 FOAM SYSTEM CONTROLS DETAILS PSI 7 . FireProtection ivil 1 ELECTRICAL � moo.O0E-01 ..ELECTRICAL OVERALL SITE PLAN OOE-02 ELECTRICAL ENLARGED SITE DEMO LITION PLAN ' OOE-03 ELECTRICAL ENLARGED SITE PLANStructural/Electrical OOE-04 ELECTRICAL DETAILS a`t,',- - r;'� ' f-�,'� 0 ► �`�.r T OOE-05 ELECTRICAL DETAILS ��'=J r OOE-06 FOAM BUILDING ELECTRICAL PARTIAL ONE -LINE DIAGRAM AND PANEL SCHEDULES r ti 1 if r, Part, ��• :_ r� �� Project No. STRUCTURAL OOS-01 STRUCTURAL GENERAL AND MATERIAL NOTES Y �� = „ 10057841 Old Tov,-n fAC�t15P Rd �y �=; ''� t'�i'lc ht?i� �r � OOS-02 COMBINED TRUCK IMPOUNDMENT -AND VAPORIZER STRUCTURAL PLANS � r OOS-03 STRUCTURAL SECTIONS OOS-04 STRUCTURAL DETAILS r!tr C,� ri �u � �� _} , �� •1'}� r .` �:�,- � ��_ � OOS-05 STRUCTURAL DETAILS 127 Whites Path PROCESS `` 1 OOD-01 SUMP PUMP DISCHARGE PIPING PLAN �, �� -"`•- `--= � := r- ' `'--'`-- r`�I.1`OOD-02 SUMP PUMP DISCHARGE PIPING DETAILS South Yarmouth, MA VICINITY MAP NOT TO SACLE Issued for Construction �+ TOWN OF YARMOUTH 1 V 1arch 16, 2018 ANCE. ERRORS OR OMI�IISSIONS DO ZONINGWED FOR BUILDING AND CODE RELICOMEVE THE RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT' COMPLI CE. � p DATE:01 o BUILDING OFFICIAL 0 0 00 0 HLE COPY v o ' W m C U This Document Has Been Reviewed and Contains No CEII Vl m H HDR 138 Canal Street, Suite 501 Pooler, GA 31322 (912) 9884950 0 03-16-2018 ISSUED FOR CONSTRUCTION ISSUE DATE DESCRIPTION rRVJGV 1 II/IHIVHVCR IV. ViV11Y 1 GRV DESIGN MANAGER S. CHERNEY DESIGNED BY D. FUCHS DRAWN BY A. SANNE CHECKED BY B. JONES i PROJECT NUMBER 10057841 la ji HDR 138 Canal Street, Suite 501 Pooler, GA 31322 (912) 9884950 0 03-16-2018 ISSUED FOR CONSTRUCTION ISSUE DATE DESCRIPTION rRVJGV 1 II/IHIVHVCR IV. ViV11Y 1 GRV DESIGN MANAGER S. CHERNEY DESIGNED BY D. FUCHS DRAWN BY A. SANNE CHECKED BY B. JONES PROJECT NUMBER 10057841 I It + IHIGH EXPANSION FOAM SYSTEM CIatIOCla�gr, � �� 2018 UPDATES SOUTH YARMOUTH LNG FACILITY 127 WHITES PATH SOUTH :YARMOUTH, MA i This Document Has Been Reviewed and Contains No CEII TOPOGRAPHIC SURVEY AND EXISTING CONDITIONS PLAN 0 1" 2" FILENAME 00V-01.dwg IN QQ 6;Q SCALE 1"= 60' SHEET OOV-01 N m H 2 3 4 I 5 If rl izv 1,C) woo 0 03-16-2018 ISSUED FOR CONSTRUCTION ISSUE DATE DESCRIPTION PROJECT MANAGER N. QUINTERO DESIGN MANAGER S. CHERNEY DESIGNED BY D. FUCHS DRAWN BY A. SANNE CHECKED BY B. JONES CORNER OF BUILDING 2 2714213.06 1010886.49 CORNER OF BUILDING 3 PROJECT NUMBER 10057841 HIGH EXPANSION FOAM SYSTEM OF nationa a .,� 2018 UPDATES .,4 r SOUTH YARMOUTH LNG FACILITY 4 _s 5b 127 WHITES PATH �-031111 N JOINTING LEGEND ISOLATION JOINT LONGITUDINAL CONTRACTION JOINT SEE DETAIL 5/COOC-03 TRANSVERSE CONTRACTION JOINT SEE DETAIL 5/COOL-03 PANELS REINFORCED W/#4 BARS @ 12" CENTERS SITE LAYOUT KEY NOTES: O# 1. 8" PCC PAVEMENT, SEE DETAIL 8/OOC-03. 2. 5" PCC SIDEWALK, SEE DETAIL 9/OOC-03. 3. EXISTING STAIR ACCESS TO PIPING IN CONTAINMENT BASIN. 4. CONCRETE SLAB -ON -GRADE WITH CONTAINMENT CURB. 5. NEW CONCRETE SUB-IMPOUNDMENT,13'-6" X 13'-6" X 13'-6". 6. DOWEL TO EXISTING TRENCH DRAIN. SITE LAYOUT COORDINATE POINTS TABLE ® NORTHING EASTING DESCRIPTION 1 2714242.33 1010879.93 CORNER OF BUILDING 2 2714213.06 1010886.49 CORNER OF BUILDING 3 2714215.69 1010898.20 CORNER OF BUILDING 4 2714244.96 1010891.64 CORNER OF BUILDING 5 2714221.16 1010922.60 CORNER OF PAVEMENT 6 2714282.92 1010919.10 CORNER OF PAVEMENT 7 2714266.37 1010862.23 CORNER OF PAVEMENT 8 2714271.19 1010921.62 CENTER OF RADIUS 9 2714255.26 1010866.78 CENTER OF RADIUS 10 2714197.53 1010902.28 CORNER OF WALK 11 2714198.97 1010908.10 CORNER OF WALK 12 2714279.10 1010987.52 CORNER OF PAVEMENT 13 2714269.34 1010989.71 CORNER OF PAVEMENT 14 2714220.60 1010995.42 END OF WALK 15 2714214.80 1010996.96 END OF WALK 16 2714183.39 1010845.87 END OF WALK 17 2714177.51 1010847.10 END OF WALK 18 2714183.90 1010921.06 CORNER OF WALL 19 2714187.98 1010936.02 CORNER OF WALL 20 2714174.96 1010939.57 CORNER OF WALL 21 2714184.98 1010976.28 CORNER OF WALL 22 2714144.46 1010987.34 CORNER OF WALL 23 2714130.36 1010935.68 CORNER OF WALL 24 2714218.60 1011004.00 CORNER OF PAVEMENT 25 2714263.99 1010991.15 CORNER OF PAVEMENT 26 1 2714216.92 1010997.22 CORNER OF PAVEMENT SITE LAYOUT AND ENLARGED JOINTING PLAN _ T ' . "' p 1" 2" FILENAME I OOC-01.dwg SOUTH YARMOUTH, MA This Document Inas Been Revievied and Contains No CEII SCALE AS NOTED SHEET OOC-01 C v N m m C C W Q Co It IA N 00 V O N (O PR5 s IL A S. CHERNEY s G ,a � DRAWN BY A. SANNE 4 B. JONES PROJECT NUMBER HDR 138 Canal Street, Suite 501 Pooler, GA 31322 (912) 988-5950 0 03-16-2018 ISSUED FOR CONSTRUCTION ISSUE DATE DESCRIPTION DESIGN MANAGER S. CHERNEY DESIGNED BY D. FUCHS DRAWN BY A. SANNE CHECKED BY B. JONES PROJECT NUMBER 10057841 O �F�i c�t l (� �"i a� � Y� g HIGH EXPANSION FOAM SYSTEM �-La - i 2018 UPDATES SOUTH YARMOUTH LNG FACILITY d a 127 WHITES PATH 'j SOUTH YARMOUTH, MA This Document Has Been Reviewed and 'Contains No CEII SITE GRADING, DRAINAGE AND UTILITY PLAN 0 1" 2" FILENAME 00C-02.dwg SCALE I"= 20' SHEET OOC-02 4" X 2" NOTCH FOR HS20 GRATING HS20 GRATING HOT DIPPED GALVANIZED REMOVABLE SECTIONS, I SEE SPECIFICATION, THIS SHEET I -4- 4H I 2" X 1-1/2" NOTCH FOR ALUMINUM GRATING ALUMINUM PERSONNEL GRATING I REMOVABLE SECTIONS, SEE SPECIFICATION, THIS SHEET I 2 2'-2" 3 i GRATING SPECIFICATION: HS20 GRATING: OHIO GRATINGS HEAVY DUTY WELDED STEEL 19-W-2 OR EQUIVALENT; HOT I DIPPED GALVANIZED, 2-1/2" X 3/8" BAR SIZE, WITH I BAND BARS, SERRATED NON -SLIP SURFACE (108 Mil .... 1 POUNDS PER LINEAR FOOT). I ALUMINUM GRATING: OHIO GRATINGS ALUMINUM FLUSH TOP 15-SGF-4 OR EQUIVALENT; 1-1/4"X 3/16" BAR SIZE, WITH BAND BARS, SERRATED NONSLIP SURFACE (13 POUNDS PER LINEAR FOOT). i I BEND REBAR AROUND CORNERS �----- ------ --J WITH AMINIMUM OF18"LAP B 18" MIN 1 TRENCH DRAIN CORNER DETAIL VOC-01J NO SCALE 2 SIDEWALK AND TRENCH DRAIN OOC-01 NO SCALE HDR 138 Canal Street, Suite 501 Pooler, GA 31322 (912) 988-5950 0 03-16-2018 ISSUED FOR CONSTRUCTION ISSUE DATE DESCRIPTION 0 0 0 0 0 0 0 #7 BAR 12" O.C. 12" AGGREGATE BASE X-10" A TRENCH DRAIN SECTION NO SCALE t`g 47 forf s' a Z ¢.11.9gE 8" CONCRETE DRAIN --- PAVEMENT ` �'n f t— 3 PAVEMENT AND TRENCH DRAIN OOC-011 NO SCALE PROJECT MANAGER N. QUINTERO DESIGN MANAGER S. CHERNEY 4 I 5 A. SANNE I B. JONES (2) #7 CONT BAR 12" O.C. a I (2) #7 CONT BAR 12" O.C. #7 BENT BAR 12" O.C. v #7 BENT BAR 12" O.C. —� 8" PCC PAVEMENT 8"8" 5" PCC SIDEWALK M C? GRADE 6" AGGREGATE BASE0. 4" `" 4" 6" AGGREGATE BASE WATER STOP TYP • . .:a // // // // // // \ \ \ \ \ \ 4 \ \ \ \ \ \ ! //\//\//\/ e r •' •n : • 9 \\\/ /��/�\ (4) #7 CONT BAR 12" O.C. \\�\ j\\//�\ i GRATING SPECIFICATION: HS20 GRATING: OHIO GRATINGS HEAVY DUTY WELDED STEEL 19-W-2 OR EQUIVALENT; HOT I DIPPED GALVANIZED, 2-1/2" X 3/8" BAR SIZE, WITH I BAND BARS, SERRATED NON -SLIP SURFACE (108 Mil .... 1 POUNDS PER LINEAR FOOT). I ALUMINUM GRATING: OHIO GRATINGS ALUMINUM FLUSH TOP 15-SGF-4 OR EQUIVALENT; 1-1/4"X 3/16" BAR SIZE, WITH BAND BARS, SERRATED NONSLIP SURFACE (13 POUNDS PER LINEAR FOOT). i I BEND REBAR AROUND CORNERS �----- ------ --J WITH AMINIMUM OF18"LAP B 18" MIN 1 TRENCH DRAIN CORNER DETAIL VOC-01J NO SCALE 2 SIDEWALK AND TRENCH DRAIN OOC-01 NO SCALE HDR 138 Canal Street, Suite 501 Pooler, GA 31322 (912) 988-5950 0 03-16-2018 ISSUED FOR CONSTRUCTION ISSUE DATE DESCRIPTION 0 0 0 0 0 0 0 #7 BAR 12" O.C. 12" AGGREGATE BASE X-10" A TRENCH DRAIN SECTION NO SCALE t`g 47 forf s' a Z ¢.11.9gE 8" CONCRETE DRAIN --- PAVEMENT ` �'n f t— 3 PAVEMENT AND TRENCH DRAIN OOC-011 NO SCALE PROJECT MANAGER N. QUINTERO DESIGN MANAGER S. CHERNEY DESIGNED BY D. FUCHS DRAWN BY A. SANNE CHECKED BY B. JONES PROJECT NUMBER 10057841 This Document He B TREK - NO SCALE _.-DRENCH t DRAIN?� _ _ _- "4 NC nw� P/ VEM NST 05 ALK r 4C A��r.+l� � � ? ,� ♦ ..� �- iris'^ � s e v,.. SIDEWALK, PAVEMEN' AND TRENCH DRAIN NO SCALE OF Ao( j�k7 45t:%33 L !� s Been Reviewed and Contains NO C a. i it, oi HIGH EXPANSION FOAM SYSTEM nationalc'),"', I 2018 UPDATES SOUTH YARMOUTH LNG FACILITY' 127 WHITES PATH SOUTH YARMOUTH, MA ;EII 7 - WATER STOP TYP (3) #7 CONT BAR 12" O.C. #7 BAR 12" O.C. A CIVIL DETAILS 0 1" 2" FILENAME OOC-04.dwg SCALE AS NOTED SHEET OOC-04 N N H m C C W N - Q W N 1� 00 00 C) O O O a m 3 HDR 138 Canal Street, Suite 501 Pooler, GA 31322 (912) 988.5950 0 03-16-2018 ISSUED FOR CONSTRUCTION ISSUE f DATE DESCRIPTION )JECT MANAGER N. QUINTERO DESIGN MANAGER, DESIGNED BY R. MCKINLEY� DRAWN BY S. SUHR .. Cot- ED o :.� CHECKED BY C. SWANSON f R% PROJECT NUMBER 10057841T� This Document Has Been Reviewed and Contains No HIGH EXPANSION FOAM SYSTEM nationalaria2018 UPDATES SOUTH YARMOUTH LNG FACILITY... 127 WHITES PATH SOUTH YARMOUTH, MA CEII FOAM BUILDING ARCHITECTURAL FLOOR PLAN 0 1" 2" FILENAME YAR-50A101.dwg SHEET SCALE AS NOTED ODA -01 HDR 138 Canal Street, Suite 501 Poorer, GA 31322 (912) 988.5950 0 03-16-2018 ISSUED FOR CONSTRUCTION ISSUE DATE DESCRIPTION PROJECT MANAGER N. UUIN I LKU DESIGN MANAGER S. CHERNEY DESIGNED BY S. CHERNEY DRAWN BY T. FREEMAN CHECKED BY A. NOWKA PROJECT NUMBER 10057841 This Document HE is Been Reviewed and Contains No C R HIGH EXPANSION FOAM SYSTEM nationak2018 UPDATES 4 SOUTH YARMOUTH LNG FACILITY et Yea OIILGas Expertise127 WHITES PATH SOUTH YARMOUTH, MA ;EII FOAM SYSTEM OVERALL SITE PLAN 0 1" 2" FILENAME 00E-01.dwg SCALE 1"= 60' SHEET OOF-01 iJ HDR 138 Canal Street, Suite 501 Pooler, GA 31322 (912) 988-5950 2 0 03-16-2018 ISSUED FOR CONSTRUCTION ISSUE DATE DESCRIPTION 3 i 5 6 PROVIDE FLANGE INSULATION COVER TO MEET OWNER REQUIREMENTS ISOLATION KIT FOR ANODE PROTECTION OF PIPING TRANSITION UNDERGROUND PIPING; INSTALL NOT LESS THAN 1 FT BELOW FROST LINE AND FOOTINGS PER NFPA 24 --� GRADE No FIRE SERVICE TO REDUCED PRESSURE BACKFLOW PREVENTER ALL THREAD ROD AND TIE BOLT ASSEMBLY OR APPROVED METHOD PER NFPA 13 5 FIRE SERVICE ENTRANCE DETAIL NOT TO SCALE PROJECT NUMBER 10057841 This Document Has Been Reviewed and Contains No CEII THRUST BLOCK PER NFPA 24; SEE DETAIL 1 / SHEET OOC-03 =IV, FOAM SYSTEM DETAILS SHEET 0 1n 2" FILENAME 00E-05.dw9 C SCALE AS NOTED O O rC -O J HIGH EXPANSION FOAM SYSTEM N. QUINTERO PROJECT MANAGER DESIGN MANAGER S. CHERNEY .� .� nat�onai 2018 UPDATES DESIGNED BY S. CHERNEY �.' ;, :# DRAWN BY T. FREEMAN' ' 's' ` r ' SOUTH YARMOUTH LNG FACILITY CHECKED BY A. NOWKA 127 WHITES PATH SOUTH YARMOUTH, MA PROJECT NUMBER 10057841 This Document Has Been Reviewed and Contains No CEII THRUST BLOCK PER NFPA 24; SEE DETAIL 1 / SHEET OOC-03 =IV, FOAM SYSTEM DETAILS SHEET 0 1n 2" FILENAME 00E-05.dw9 C SCALE AS NOTED O O rC -O J s a 1 HDR 138 Canal Street, Suite 501 Pooler, GA 31322 (912) 988-5950 0 03-16-2018 ISSUED FOR CONSTRUCTION ISSUE DATE DESCRIPTION OJECT MANAGER N. QUINTERO iESIGN MANAGER S.CHERNEY tj1 7-'e(� = HIGH EXPANSION FOAM SYSTEM ��. = �} national _ a DESIGNED BY B. BARTELS . =rte �.,. 2n1 st UPDATES DRAWN BY A. SANNE CHECKED BY C. SWANSON -La,=�1 - --' ROJECT NUMBER 10057841 This Document Has Been Reviewed and Contains No CEII SOUTH YARMOUTH LNG FACILITY 127 WHITES PATH SOUTH YARMOUTH, MA 0 7 8 GENERAL NOTES: 1. SEE SHEET OOS-01 FOR STRUCTURAL GENERAL NOTES 2. SEE SHEETS OOS-04 AND OOS-05 FOR STRUCTURAL DETAILS 3. REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS AND PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS AS REQUIRED TO ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT. C COMBINED TRUCK IMPOUNDMENT AND VAPORIZER STRUCTURAL PLANS 1" 2" FILENAME OOS-02.dwg SHEET SCALE 1/4"= 1'-0" OOS-02 U GUARDRAIL, SEE SEE DETAIL I/OOA-02 PLAN SEE PLAN CHAIN LINK FENCE - SEE 2/00S_05 GRADE - SEE CIVIL PLANS TOW EL — ------------ — — SEE PLAN Concrete base will be roughened and coated with bonding agent beforeourinpg wall, which will create a properly bonded joint. SEE SEE SECTION B THIS SHEET FOR ,L TOW EL r7 Jr REINF. 0 � os-oy 1/2"= V -O" Penetrations 1. a Water stops will be embedded within the joints to ensure a full seal. HDR 138 Canal Street, Suite 501 Pooler, GA 31322 (912)988-5950 0 03-16-2018 ISSUED FOR CONSTRUCTION ISSUE DATE DESCRIPTION )JECT MANAGER N. QUINTERO DESIGN MANAGER S.CHERNEY DESIGNED BY 13.13ARTELS DRAWN BY A. SANNE #6@6" C. SWANSON PROJECT NUMBER #6 @ 6" #6 @ 6- DOWEL 4" WATERSTOP TYP 2w-0" #6 @ 6" U 2'-0" 0- EW, T&B TOC EL SEE PLAN - - - - - - - - - - - ;D 12" GRANULAR FILL HDPE LINER LAP, TYP NOTE: SEE SHEET OOE-05 FOR SNOW MELT SYSTEM. TRUCK IMPOUNDMENT SECTION A OOS-02 1/4- = 1! -0 - Concrete base will be roughened and coated with bonding agent beforeourinpg wall, which will create a properly bonded joint. SEE SEE SECTION B THIS SHEET FOR ,L TOW EL r7 Jr REINF. 0 � os-oy 1/2"= V -O" Penetrations 1. a Water stops will be embedded within the joints to ensure a full seal. HDR 138 Canal Street, Suite 501 Pooler, GA 31322 (912)988-5950 0 03-16-2018 ISSUED FOR CONSTRUCTION ISSUE DATE DESCRIPTION )JECT MANAGER N. QUINTERO DESIGN MANAGER S.CHERNEY DESIGNED BY 13.13ARTELS DRAWN BY A. SANNE CHECKED BY C. SWANSON PROJECT NUMBER 10057841 This Document Hoc zzii is Been Reviewed and Contains No C A N SECTION AT PIT �-02 1"=V-0" GUARD RAIL, SEE I/OOA-O2 F -'\SECTION 1/2" = I' -ON HIGH EXPANSION FOAM SYSTEMnationaI 2018 UPDATES STRUCTURAL SECTIONS SOUTH YARMOUTH LNG FACILITY 127 WHITES PATH SOUTH YARMOUTH, MA '01 0 2- FILENAME I OOS-O3.dW9 SCALE AS NOTED SHEET OOS-03 M s IL 1 I 2 I 3 I r 4 A. SANNE PEDESTRIAN GATE WHERE C. SWANSON SHOWN ON PLAN PROJECT NUMBER 1 10057841 10' MAXIMUM CAP TYP 36" (MIN.) GATE POST TOP RAIL LINE POST END POST END, CORNER OR MINIMIZE PIPE - PULL POST PENETRATION OF 0-1 FENCE TO -31NCH LATCH TENSION BAR LEARANCE O CHAIN LINK 9 c FABRIC W/ 3/8" TRUSS ROD ALUMINUM SLATS FOR CORNER POST HAIN LINK FABRIC W/ ALUMINUM SLATS 1" CROWN ON FTG TYP N \fj\//\//\// N I i I I I I NOTES: M I I 1. PULL POST SHALL BE USED AT SHARP BREAKS IN VERTICAL GRADES, OR AS DIRECTED BY THE ENGINEER. I .;I I •el.. I 1-4 •eI-. LJ L -i U 2. SPLICES SHALL BE IN WOVEN WIRE FABRIC Lj• ZD ONLY AT CORNER, GATE END, OR PULL POSTS. 12" 12" 12" 10" 3. CORNER AND PULL POSTS TO HAVE EQUAL BRACING ON BOTH SIDES. CHAIN LINK GATE DETAIL 2 CHAIN LINK FENCE DETAIL 1 kOOF-021 NOT TO SCALE NOT TO SCALE 1 1/4" MIN 1/4" MAX 1/4" CLR GRATING - SEE PLAN FOR DETAILS 1 - 5/8"0 POST -INSTALLED CONT 1/4" THICK ANCHOR W/ 5" MIN EMBED @ 24" ANGLE MATERIAL TO OC MAX 6" MAX FROM EA END MATCH GRATING - L ANGLE DEPTH AS REQD FOR :.. TOP OF GRATING TO MATCH TOP OF ADJACENT 00 ' CONCRETE ch L3 X 2 X 1/4 LEDGER ANGLE LLV NEW CONCRETE .• MATERIAL TO MATCH GRATING 1/2"0 x 5" LONG HEADED ANCHOR OR STRAP @ 18" OC MAX MATERIAL TO MATCH GRATING ONLY TO BE USED AT CONT WALL ABOVE GRATING OR WELD TO ANGLE AT PRE-EXISTING CONCRETE CONSTRUCTION NOTES: 1. GRATING SIZE PER CONTRACT DOCUMENTS. 2. ALL ENDS AND OPENINGS SHALL BE BANDED. 3. ATTACH GRATING TO ALL SUPPORT ANGLES WITH BOLTED CLIPS, SPACED AT 2'-0" MAX CENTERS. 4. PROVIDE DISSIMILAR MATERIAL PROTECTION FOR ALUMINUM IN CONTACT WITH CONCRETE PER SPECIFICATION NOTES. t0005'"GRATING AND SUPPORT DETAIL HDR 138 Canal Street, Suite 501 Pooler, GA 31322 (912) 988-5950 0 03-16-2018 ISSUED FOR CONSTRUCTION ISSUE DATE DESCRIPTION SEE SECTION A/OOS-03 FOR WAL REINFORCEMENT SEE SECTION B/OOS-03 FOR 1 REINFORCEME SEE PLAN SEE PLAN 6 DETAIL �O2 3/4"=1'-0' >JECT MANAGER N. QUINTERO DESIGN MANAGER S. CHERNEY DESIGNED BY B. BARTELS DRAWN BY A. SANNE CHECKED BY C. SWANSON PROJECT NUMBER 1 10057841 5 0 SEALANT ALL AROUND SLOPE DOWN 1" TYP 6" DIA STEEL PIPE, FILL WITH CONCRETE AND DOME TOP PAINT YELLOW GRADE (SEE PLANS) v I- 6" CLEAR (TYP ALL AROUND) BOLLARD DETAIL 3 OOA-01 NOT TO SCALE C:1 0 - I #5@12 EWTB 7 I 8 EQUIP ANCHOR BOLT 6» EQUIP BASE PLMIN - Q —GRADE - SEE CIVIL GRANULAR FILL - NOTE 3 #5@12 EWEF 4 SIDES TYP -yP 14 NOTES: 1. SEE NOTES AT DETAIL 1/00S-04. 2. INCREASE SLAB THICKNESS AS REQUIRED TO MAINTAIN MIN 3" CONCRETE COVER BELOW EQUIPMENT ANCHOR BOLTS. 3. AT CONTRACTOR'S OPTION REPLACE GRANULAR FILL W/CONCRETE POURED WITH PERIMETER GRADE BEAM AND TOP SLAB. PROVIDE ALL REINFORCING SHOWN IN SECTION. TYPICAL EXTERIOR EQUIPMENT PAD OOA-01 / NOT TO SCALE HIGH EXPANSION FOAM SYSTEM 14national CP Ei" I a • _ _ti �, 2018 UPDATES ! .1l ( ,�' =., it �►.- This Document Has Been Reviewed and Contains No CEII SOUTH YARMOUTH LNG FACILITY 127 WHITES PATH SOUTH YARMOUTH, MA STRUCTURAL DETAILS 0 1" 2" FILENAME 00S-05-dw9 SCALE AS NOTED SHEET OOS-05 M" Mo 1 HDR 138 Canal Street, Suite 501 Pooler, GA 31322 (912) 988-55950 0 03-16-2018 ISSUED FOR CONSTRUCTION ISSUE DATE DESCRIPTION J NOT TO SCALE ROJECT MANAGER N. QUINTERO DESIGN MANAGER S. CHERNEY' DESIGNED BY S. CHERNEY S T. FREEMAN CHECKED BY A. NOWKA PROJECT NUM HDR 138 Canal Street, Suite 501 Pooler, GA 31322 (912) 988-55950 0 03-16-2018 ISSUED FOR CONSTRUCTION ISSUE DATE DESCRIPTION J NOT TO SCALE ROJECT MANAGER N. QUINTERO DESIGN MANAGER S. CHERNEY' DESIGNED BY S. CHERNEY DRAWN BY T. FREEMAN CHECKED BY A. NOWKA PROJECT NUM BER 10057841 HIGH EXPANSION FOAM SYSTEM -,* national F 2018 UPDATES SOUTH YARMOUTH LNG FACILITY 127 WHITES PATH SOUTH YARMOUTH, MA 3-16-18 This Document Has Been Reviewed and ;Contains No CEII 8 SUMP PUMP DISCHARGE PIPING PLAN 0 1" 2" FILENAME 00D-01.dwg SCALE AS NOTED SHEET OOD-01 C0 U