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HomeMy WebLinkAboutFeature 90 - Standard DetailsANSI D 8 1 7 1 6 1 5 1 4 1 3 A Y„ Y» CURRENT REV -A- m f C TYPE 1 THRU 7 NOTES• EI DI AI 2 WIDE x 14 DEEP PREFORMED REINFORCING 3/4 CL MIN, (UON) m OR SAWCUT GROOVE, FILL WITH CONTINUOUS JOINT SEALANT AND BACK-UP STRIP cv WWR OR REBAR EXT. FACE NOTE J 1 AV 0 0 Q cn Q g RECESS LESS THAN 2" v \V m -?!1 cn r- 12:� 36d 36d INT. FACE o Lli co o Q Y2" WIDE x 1Y4" N DEEP PREFORMED OR SAWCUT GROOVE CUT EVERY OTHER SK1. PROVIDEHKESSH UNLESS INDICATED) OTHERWISEAPPROXIMATELY DRAWI DRAWINGS. OF WALL OR SLAB CONTROL JOINT (CTJT� WIRE OR REBAR CONTROL JOINT (CTJT� FOUNDATION WALL FLOOR SLAB AV SK2. REFER TO DESIGN DRAWINGS FOR SHEAR KEY LOCATIONS AND LENGTHS. FACE OF EXISTING STRUCTURE, RECESS 2" TO LESS THAN 8" FOOTING OR FND WALL AT ISOJT _ SK3. REFER TO DIMENSIONED DETAILS ON DESIGN DRAWINGS WHENEVER WATERSTOP OR Y2" PREMOLDED JOINT FILLER, OTHER EMBEDMENTS (EXCEPT REINFORCING) PENETRATE JOINT. SHEAR KEY BACKUP STRIP AND SEALANT ALTERNATIVE TYPES SK4. KEY FORMS TO BE CLEAN, SMOOTH TIMBER, PLASTIC OR METAL. USE REMOVABLE AS REQ'D REINFORCING CONTINUES SYMMETRICAL ABOUTTHRU CJ AT EACH FACE FORMS UNLESS APPROVED BY ENGINEER. 36d 36d SHEAR KEY DIMENSIONS DETAILS WWR OR REBAR NOTE J 1 d = BAR DIA STOP REINFORCING = 24d NOTE RP4 2" CL AT EJ AND ISOJT CONSTRUCTION JOINEXPANSION JOINT (EJ� NOTE RP3 > ci —------------------------ ISOLATION JOINT (IAV OTE RP5 -- CJ NOTE J2 TC J RECESS 8" OR DEEPER -� YP CDf CJ SIDE BARS 0 NOTES: NOTE RP2 TOPE J2 RECESS DETAILS RP1. PROVIDE REINFORCEMENT AS SHOWN AROUND ALL PENETRATIONS UNLESS NOTED CJ NOTE J2 OTHERWISE ON THE DRAWINGS. NOTES: -TYP ----- RP2. PROVIDE SIDE BARS TO REPLACE AREA OF REINFORCING CUT BY PENETRATION. J1. FOR ACTUAL WWR OR REBAR ARRANGEMENT REFER TO CONCRETE AND REINFORCING DWG'S. RP3. FOR ROUND PENETRATIONS LARGER THAN 12" PROVIDE DIAGONALS, SIZE AND J2. WHERE JOINTS COMES IN CONTACT WITH ANGLED SURFACES, PROVIDE A 6" MIN FILLET NUMBER OF BARS TO MATCH SIDE BARS. (UON) PERPENDICULAR TO THE SURFACES TO PREVENT A CONCRETE FEATHERED EDGE. MTL FLASHING PER EXT. INT. DRAINAGE SHEET SELLER RP4. FOR RECTANGULAR PENETRATIONS PROVIDE DIAGONALS AT EACH CORNER, SIZE CONCRETE JOINTS DETAILS AND NUMBER OF BARS TO MATCH SIDE BARS [PROVIDE (2) #5 BARS MINIMUM]. JOINT EXIST CONCRETE GRADE EL 27.00 RP5. PROVIDE "U" BARS AROUND PENETRATIONS IN CONCRETE OVER 12" THICK, SIZE NEW CONCRETE --,,,"OR ROCK I AND SPACING TO MATCH MAIN REINFORCEMENT. FILTER FABRIC AND CORE BOARD DRAINAGE SHEET ' " REINFORCEMENT AT PENETRATIONS DETAILS g_ � ; ; :: �4: � g a, ..::... 2 BOARD INSULATION II NOTE WS3 .. :.a : I FICONST JOINT (CJ) -'• GROUT SELF -ADHERING .I �• ..'..a•..�'. WATERPROOF MEMBRANE 4 •,d• • 'd •_' a •,a. PL ' :d ; • y2x3xW WATERSTOP CONIC SUBSTRUCTURE EMBEDMENT WITH FLANGE VIEW A —A B.O. DRAIN PIPE EXISTING VARIES (MIN EL 12.0) e ° II WATERSTOP (WS) NEW CONIC CONIC OR ROCK 4" 0 PERFORATED DRAIN 1 /2 DIA A307 EXTENSION PLATE IF PIPE W/ 6" MIN. BOLTS W/HEX REQUIRED - NOTE WS1 Y2 MIN COVER ALL AROUND OF ° NUT AND WASHER FLATTEN WATERSTOP BULBS SAW CUT Y4" COARSE GRAVEL AND RIBS BEFORE BOLTING WATERSTOP (DRAIN ROCK) • G' ' I I a a FILTER FABRIC A : D•P. A B.O. WATERPROOFING II AND T.O. ROCK VARIES I " . FILL WITH .6 :o !l NOTES: NOTE 1 NON -SHRINK a'a 4 EPDXY GROUT WS1. WELD EXTENSION PLATE AS SHOWN IF FLANGE WIDTH LESS THAN 3". WHERE NOTE: VIEW B—B FOUNDATION WATERPROOFING DETAIL NO FLANGE EXISTS IN VICINITY OF CONNECTION, FILLET WELD EXTENSION AT NORTH AND WEST PLATE TO SIDE EMBEDMENT. CONCRETE SUBSTRUCTURE WS3. GROUT TERMINATION OF WATERSTOP 6" MIN INTO ROCK OR WS2. CAREFULLY PLACE CONCRETE IN VICINITY OF CONNECTION AND THOROUGHLY ADJACENT STRUCTURE AS APPLICABLE. VIBRATE TO INSURE PROPER SEAL. WATERSTOP CONNECTION TO EXISTING CONCRETE AND/OR ROCK DESIGN ENGINEER DATE ANY ITEM TO WHICH PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND WATERSTOP CONNECTION TO EMBEDDED STEEL DETAILS IS S.W. PERKINS 03-23-12 LANDSCAPE ACTING UNDER THE DIRECTION OFOR IS A LICENSED PROFESSIONAL ENGINEER THEON " (ALASKA TATUTE 'AS ALTERING ENGINEEALTERED BY R SHALL AFFIX TOTHE ITEM RANY PONUSETHEIR DESIGN CHECKED BY /� DATE SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN �r)SUTHERLAND 03-23-12 THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. TYPE DIMENSIONS IN INCHES A B C 0 ao zz N 1 1Y 3/4 y4 2 2Y 1 Y8 3 3Y 12 Y2 4 5Y2 1 2 2 5 7Y 12 2 6 9 2 /4 7 12 3 1 a E5 w N 8 9Y 3Y2 1 9 10 75 o� N O r O 0 N O C'l O � o h'J T CDw o 75 O w J J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 03-23-12 VANISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS 6 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE S.W. PERKINS 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR PROJECT MANAGER DATE S.M. HART 03-23-12 DRAFTING COORD PRIMEPROJ COORD ENGRNGR 5 1 4 RA HATCH HATCH ASSOCIATES CONSULTANTS, INC. CITY AND BOROUGH OF SITKA, ALASKA NOTES: 1. FOR CIVIL/STRUCTURAL GENERAL NOTES, REFER TO DWG. 109-01 -011. STANDARD DETAILS CIVIL/STRUCTURAL MISCELLANEOUS DETAILS SHEET 1 DRAWING NUMBER PROJECT No. A BLUE LAKE EXPANSION PROJECT 109-90-001 H332360 CURRRENTEV 3 1 2 1 1 SAVED: 03-23-2012 10:14am By boss50439 =r �C =[e A ANSI D 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 A NOTES: CURRENT REV 1Y2" DIA STD TOP OF TOE PL 1. FOR CIVIL/STRUCTUAL GENERAL NOTES, REFER TO DWG 109-01 -011. PIPE HANDRAIL RAIL 5/6"x4" �� j �_: o, TYP � FLOOR TYPES FLOOR 2. REFER TO THIS SHEET FOR STAIR CONNECTION AND HANDRAIL NOTES. _� = I SEE DRAWINGS I w Y4 MAX % 1 z ,�orn— 3. UNLESS OTHERWISE NOTED (UON), ALL EXPANSION ANCHORS SHALL PLAN -� I I 3 °' TYP BE KWIK BOLT TZ EXPANSION ANCHORS AS MANUFACTURED BY HILTI E.O. CONCRETES _ (2) /4 DIA , I ;�� 1 OR APPROVED EQUAL. MANUFACTURERS INSTRUCTIONS CONCERNING OR PLATFORM o = A325 BOLTS E 6" MAX 1Y" STD N TOE PL 5/6"x4' ANCHOR INSTALLATION SHALL BE FOLLOWED. ALL BOLTS IN EXTERIOR E N BEAM LOCATIONS, BELOW EL 13.0 IN THE POWERHOUSE AND BELOW PIPE HANDRAIL TOE PL 5/6"x4" CURB 1/4" 3/" BENT PL - PL Y"x6"x0'-6" (4) 1/2" DIA EL 428.0 IN THE GATE HOUSE AND ALL WET AREAS, TO BE w TOP OF a STAINLESS STEEL. RAMP DETAIL 51/2" FACE OF EXP ANCHORS Qf o RAIL RETURN EXP�A'NCDIA -\ ORS _ CONCRETE 31/2" GAG E 1Y2" STD PIPE 1�" STD PIPE oLL- - -"" - z Q TROP OF 4" GAGE HANDRAIL HANDRAIL I TOE PL g R � ¢ 4 » DIA I /6„x4» I - Ir, () TOE PL J �__� - III o �, �, N �' EXP ANCHORS _ 5/6 x4 I f I I ° " " I w _ I— ° ° 4» GAGE w I w TOP 0 F �, f ° ° �, I �, Ell E[D RAIL �� °' TYP 3/ 16 f f - TYP Y4 CL� - PL Y"x6"x0'-6" �• 6'-0" MAX 6'-0" MAX -1 I 5y2 5� T.O. STEEL I T.O. STEEL _ FLOOR NOTES: ELEVATION I Q I L HR1. HANDRAIL INDICATED BY LINETYPES ABOVE ON THE PLANS (SINGLE OR DBL z GRADE 2" SCH 40 LINE) SHALL INCLUDE TOE PL EXCEPT ON STAIRS OR AS OTHERWISE PIPE SECTION NOTED. SUPPLY "FIXED" HANDRAIL UNLESS "REMOVABLE HR" IS STAIR AND LANDING DETAIL WALL \\\--GUSSET p SPECIFIED. TRIM CAP PL CAP PL 3/6„ 6y" CAP PL3/6" PL 5�6"x5" HR2. MAXIMUM POST SPACING ON STAIRS AND RAMPS SHALL BE THE SAME AS FLUSH W/PIPE �MINy FOR LEVEL RUNS EXCEPT THAT IT SHALL BE MEASURED ALONG THE 3" 3/16 TYP PL Y2"x2Y"xO'-8" 3/16 TYP SECTION AT STEEL AT STEEL SLOPE. ;TYP " PIPE 12 STD PIPE (2) 3/" DIA EXP ANCHORS HANDRAIL HR3. FOR HANDRAIL AROUND VIBRATING EQUIPMENT, TOE PL SHALL BE 2Y" GAGE FASTENED TO THE FLOOR MIDWAY BETWEEN POSTS. f TOE PL 5/6"x4" I HR4. TOE PL AT THE ENDS OF PREFABRICATED HANDRAIL SECTIONS SHALL Y4ACKET TERMINATE AT AN END POST OR SHALL BE FASTENED TO THE FLOOR BAR 2"xY8"xO'-4" @AX SP I 3 FIN FL HRS. TOE PLATE SHALL BE PROVIDED BETWEEN STAIR STRINGERS AT THE FIRST / Y4" DIA BOLTS OPEN RISER OF STAIRS AT ALL ELEVATED FLOORS OR PLATFORMS. WALL MOUNTED STAIR STRINGER ACTA10TRINGER HR6. ALL STEEL TO BE HOT DIP GALVANIZED UON. REFER TO GENERAL NOTES HANDRAIL DETAILS j o ON DWG 109-01-01 1 FOR MATERIALS. NTS I 11 HR7. REFER TO NOTE 3 THIS DWG. FOR EXPANSION ANCHOR TYPE, UON. =7q c 2" SCH 40 CAP PL 3/6" c 4" (2) Y4" DIA x 6" EXP. RPFL PL PIPE SECTION AT CONCRETE V$ ANCHOR (NOTE SC2) NOSING (TYP) STRINGER (NOTE SC3) REMOVABLE HANDRAIL SOCKET DETAIL MIN RPFL 1y» - GRTG OR RPFL PL 1 " � � WP NTS NOSING L � L3x3xY$"x 1 1 "L WP � 1 /2» CL �� WP \ WP 4 TOE PL WP 1T.O. GRATING T.O. GRATING Y4" TOE PL 3/4 GAGE, UON I ° FIN FL 1 ° — — — ,�QMil STRINGER } ° a a I FLOOR AND/OR LANDING GRATING (NOTE SC3) ° \ fn 00 L3x3xY8x 1 1 " _ TYP 3/4" DIA A325 BOLTS, � (TYP) 13/4" GAGE, UON L3x3x3/8" ° C8x 11.5 3 » » FULL UON 3/4 DIA A325 BOLTS, /4 DIA x 6 EXP f 3 BENT STRINGER PENETRATION ' (TYP) � ANCHORS (NOTE SC2) %4 x/6 STAIR (NOTE SC3) BENT PL %"x6" (2) 3/4" DIA A325 BOLTS STRINGER C10 C8 (NOTE SC1) TREAD (TYP) WELD F(NOTE SC3) B TREAD RUN (NOTE SC3) W8 OR LARGER DETAIL 8 DETAIL 10 (NOTE BENT STRINGER B DETAIL 1 DETAIL 3 DETAIL 4 DETAIL 7 3 BENT STRINGER NOTES: � WP (TYP) IA A325 BOLTS, ( ) (NOTE SC3) STRINGERNOTE SC3 2 RADIUS (GRIND SMOOTH) BENT STRINGER (NOTE SC3) SC1. PROVIDE 13/6"x113/6" SLOTTED HOLES AND 5/6" PL WASHERS ON END \ T.O. WP TREAD RISE \ OF STRINGER FOR 3/4" DIA A325 BOLTS. GRATING FLOOR AND/OR 1 FLOOR AND/OR STRINGER 1/4" TOE PL LANDING GRATING (NOTE SC3) \ LANDING GRATING (NOTE SC3) \ \ (TY \ SC2. OPTIONAL EMBEDDED PLATES AND FIELD WELDED CLIP ANGLES MAY BE BENT STRINGER \ WP TOE PLATE BETWEEN � PROVIDED, UNLESS SPECIFIED OTHERWISE ON THE PLANS. REFER TO , STRINGERS AT ELEVATED =� 3 SIDES \ \ WP ,, (NOTE SC3) „ L2xU/4 '� Q NOTE 3 (THIS DWG) FOR EXPANSION ANCHOR TYPE, UON. Y4 TOE PL \ PLATFORM, (TYP) .� Y4" TOE PL \ SC3. FOR ADDITIONAL STAIRWAY AND LANDING REQUIREMENTS WHICH INCLUDES L4x4x1/4 L2x2x1/4 L2x2Xy4 STRINGER SIZES, STAIR TREAD RISE AND RUN DIMENSIONS AND 3 3 „ C8x11.5 MISCELLANEOUS FRAMING AT LANDINGS, REFER TO STRUCTURAL STEEL /4 DIA ADHESIVE L3x3x/gx0 -4 — C10 Cg ANCHOR AT CONCRETE; 1%" GAGE STAIRWAY FRAMING PLAN DRAWINGS. BOLT OR WELD AT DETAIL 2 BEAM STEEL FRAMING TYP _ FULL SC4. ALL STEEL TO BE HOT DIP GALVANIZED UON. REFER TO GENERAL NOTES FULL PENETRATION PENETRATION ON DWG 109-01-011 FOR MATERIALS. WELD DETAIL 5 WELD DETAIL 6 DETAIL 9 DETAIL 11 A DESIGN ENGINEER DATE ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND A S.W. PERKINS 03-2 LANDSCAPE ACTING TI GC UNDERCT EECTS DIREC IONTOFTION OR IIST" (ALASKA A LCENSEDSTATUTE 'AS 08.48') MAY PROFESSIONAL ENGINEER .NOTHEEALTERED BY ALTERING ENGINNEERRANY SHALLPAFFIXONTOUTHESTEMEIS THEIR DESIGN CHECKED BY DATE D.M. SUTH ERLAN D 03-23-12 THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. STANDARD DETAILS SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN STAIR CONNECTION AND FRAMING DETAILS DRAWN BY DATE CREATED NTS M NG RECHDABY 03 AE-12 Or HATCH CIVIL/STRUCTURAL HATCH ASSOCIATES CONSULTANTS, INC. o S.W. PERKINS 03-23-12 MISCELLANEOUS DETAILS o DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA SHEET 2 o PROJECT ENGINEER DATE T 03-23-12/A\ ISSUED FOR BID MLR SWP PRR P.R. RODRIGUE 03-23-12 DRAWING NUMBER PROJECT No. PROJECT MANAGER DATE BLUE LAKE EXPANSION PROJECT r� /A\ z DATE REV DESCRIPTION OF ISSUES & REVISIONS DRAFTING PRIME PRo S.M. HART 03-23-12 109 — 9 0 - 00 2 H332360CURRENT w COORD COORD ENGR ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL I -1 6 1 5 1 4 1 3 1 2 1 1 SAVED: 03-23-2012 1O:15am By boss5O439 ANSI D 8 NT EXTEND LADDER RAILS AND RUNGS, 4 RUNGS HIGH, FOR SIDE STEP LADDER CONDITION E c ry = w LL a o 0 a_ o o Qz GATE Y" DIA CSK BOLTS ATHRAND TOE PL i� LBAR 2xY8 7" UNLESS OUTWISE NOTED BAR 2Y2xY2 Y4" DIA BOLT - OMIT PLATES f AT LANDING F( CAGE ENTRANC BAR 2)/2x /2 UNSUPPORTED SIDE RAIL SUPPORTED SIDE RAIL (NOTE 7) EXPANSION ANCHOR AT CONCRETE, BOLT OR 'NnE-0 n=All c WELD AT STEEL 20'-0" MAX HEIGHT NTS CD [6"_Il LADDER 6" I OPNG B OP OF PLATFORM HANDRAIL POST ELEVATION BAR Y4" [' A 0 A - L3x3xY8" WELDED TO HR Y4" STD PIPE x 7" LG (NOTE 5) Y4" GREASE FITTING DRILL AND TAP HANDRAIL POST 2,-4" 11° 773�: GATE 77 cy-3� N 0 (NOTE 5) 0 0 N � Cr) SELF CLOSING GATE DETAILS CD o 7- NTS z o w J J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL Ei 4" STD PIPE x 1" LG 'HAMFER AROUND GEOTECHNICAL - BOTT01 3" WIC CAGED LADDER DETAILS NTS 9/16 12 Y CL BAR 1Y4x* RAISED PATTERN FLOOR PLATE (RPFL PL), PLATE THK PER PLANS L3x3xY4 UON 1_3x2x%4 LLH CONIC OPNG yl SEE PLANS Y4" C L * %8" DIA EXP ANCHORS LADDER RUNGS 1 " DIA 1'-0" C-C STRINGER BAR 2x% * L8x4x1/2x0'-2/ 3/16 3/16 1SE FOR BOTH FIXED %ND CAGED LADDER SUPPORTS * SUPPORT ANGLE STUD ANCHOR 1/2" DIA EXP ANCHORS Y2"DIAx8"@l'-6" C-C @ 1'-O" C-C (UON) (NELSON H4L OR 1 /4" CL 1 /4" CL APPROVED EQUAL) i f GRATING AS SPECIFIED BAR **xY4 BEARING BAR L3x3x%4 UON L3x2x%4 LLH CONIC OPNG SEE PLANS • PLATE - L SUPPORTS REQUIRED ALL AROUND • GRATING - L SUPPORTS REQUIRED @ EDGES PERPENDICULAR TO SPAN ONLY * BAR THICKNESS TO MATCH PL THICKNESS ** BAR HEIGHT TO MATCH GRATING THICKNESS PLATE AND GRATING SUPPORT LEDGE DETAILS NTS 03-23-12 VAN ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS 6 7" i NOTES: 4. UNLESS OTHERWISE NOTED (UON), ALL EXPANSION ANCHORS SHALL BE KWIK BOLT TZ EXPANSION ANCHORS AS MANUFACTURED 1'-1)/2" 1. FOR CIVIL/STRUCTUAL GENERAL NOTES, REFER TO DWG BY HILTI OR APPROVED EQUAL. MANUFACTURER'S INSTRUCTIONS 109-01-01 1. REFER TO NOTE SS24 FOR LOCATIONS CONCERNING ANCHOR INSTALLATION SHALL BE FOLLOWED. ALL BAR 1Y2xY4 REQUIRING STAINLESS STEEL COMPONENTS. BOLTS IN EXTERIOR LOCATIONS, BELOW EL 13.0 IN THE 9„± POWERHOUSE AND BELOW EL 428.0 IN THE GATE HOUSE AND ALL (7 REQ'D) 2. FOR SPECIFIC FENCING REQUIREMENT WITH RESPECT TO WET AREAS, TO BE STAINLESS STEEL. EQ SPACED THE FRAMEWORK, GALVANIZED STEEL FABRIC AND 2"R ACCESSORIES, REFER TO SPECIFICATION SECTION 02820, 5. USE STAINLESS STEEL FOR EXTERIOR GATES. "FENCES AND GATES". E 6. PROVIDE 12'-0" MAX C/C SUPPORTS FOR SIDE RAILS SUPPORTED - 3. REPLACE BARBED WIRE WITH BARBED TAPE (CONCERTINA AT BASE. PROVIDE 6'-0" MAX C/C SUPPORTS FOR SIDE RAILS o WIRE) AT LEFT AND RIGHT DAM ABUTMENT FENCES. RUN UNSUPPORTED AT BASE. BARBED TAPE ALONG TOP OF FENCE AND VERTICALLY ALONG SIDE POSTS. 7. 5/g" EXPANSION ANCHOR AT CONCRETE, BOLT OR WELD AT STEEL. 3/16 TYP BAR 3xY4 3/16 A 6" -DETAIL 1 MIN FENCE POST FENCE POST I FILL W/NON-SHRINK GROUT, 1 SLOPE TO DRAIN (2) Y8" DIAx6" STRINGER NELSON STUD 6" STD WT PIPE SOCKET j W/BOTTOM CAP PL (GALV) CAGE 1 1/4 1/4 DETAIL 1 CAGED LADDER DETAILS NTS POST CAP 4" DIA CORNER, END OR GATE POD TENSION BANDS - © 14" O/C GALVANIZED FABRIC TENSION BAR - FINISHED GRADE 10'-0" MAX SPACING 3 STRAND BARBED WIRE (NOTE 3) 15/8" DIA TOP RAIL TIE WIRES 24" O/C i 3Y2" DIA Y INTERMEDIATE PO 1%" DIA BRACE RAIL -\ TRUSS ROD W/TURNBUCKLE I I I I I I CAP P0/6" (GALV) ELEVATION SECTION A —A DETAIL FP 1 FENCE POST EMBEDDED IN CONCRETE NTS GATE OPENING 45° EXTENSION ARM RAIL CLAMP W/CUP COUPLING TIE WIRES 14" O/C 0 -00 7 GA. TENSION WIRE 4- 2" CROWN 15/" IA " MAX CONC. FILLED AUGERED HOLE. PLACE CONC. AGAINST UNDISTURBED SOIL DESIGN ENGINEER DATE S.W. PERKINS 03-23-12 DESIGN CHECKED BY DATE D.M. SUTHERLAND 03-23-12 DRAWN BY DATE CREATED RIICHARDSON 03 2E-12 M G CHECKED BY D S.W. PERKINS 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR PROJECT MANAGER DATE S.M. HART 03-23-12 DCOORID' CooRo EN°R 5 1 4 g D 2 . BOTTOM RAIL CLEARANCE 0 CONC. PIER (TYP) HOLE DIAMETER (4X) POST DIAMETER HOLE DEPTH (3X) DIAMETER OF LARGEST * * POST CROSS SECTION HOLE DIAMETER 1Y2" * ASTERISK REPRESENTS DIMENSION REQUIREMENTS FOR GREATER THAN FENCE POST INSTALLATION INTO SOLID ROCK WITHOUT AN POST DIAMETER OVERBURDEN OF SOIL ATOP THE ROCK LAYER. TYPICAL FENCE DETAIL FILL VOID WITH NON -SHRINK GROUT AND FORCE POST TO BOTTOM OF HOLE AND PLUMB. THOROUGHLY WORK W/ BARBED WIRE ADDITIONAL GROUT INTO THE HOLE SO AS TO LEAVE NO NTS VOIDS. CROWN THE GROUT TO SHED WATER. ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR �RBED WIRE ' RAIL )N SIDE V/LOCKING ISM D �C �L SEAL, THE NOTATION ALTERED BY , SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN STANDARD DETAILS THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. HATCHHATCH ASSOCIATES CONSULTANTS, INC CIVIL/STRUCTURAL MISCELLANEOUS DETAILS CITY AND BOROUGH OF SITKA, ALASKA SHEET 3 DRAWING NUMBER PROJECT No. BLUE LAKE EXPANSION PROJECT 109-90-003 H332360 EV CURRRENT 3 1 2 11 SAVED: 03-28-2012 3:16pm By rich220533 A L 0 c M. Q o � �I� N o r O 0 N o N C ow o z O w J J ANSI D n 0 I CV 8 I 7 #8 ROCKBOLTS I 5'-0" LONG AS REQ'D (SPOT BOLTING, NOTE 1) REFER TO DETAIL A2, 109-90-005 (INTAKE TUNNEL AND SURGE SHAFT ADIT TUNNEL) RMR > 60 SCALE A RMR > 60 SCALE A RMR = ROCK MASS RATING 0 1 2 FEET SCALE B 0 2 4 FEET SCALE A Y"=�'-o" 2 ARCHITECTURAL I CIVIL I ELECTRICAL I MECHANICAL I GEOTECHNICAL I - mnl►l nr IC\ llo m/lPnllm/l1 rc- TUNNEL SUPPORT CLASS II (SURGE SHAFT ADIT TUNNEL SHOWN INTAKE TUNNEL SIMILAR) 60>RMR >40 rnA I r A ROCKBOLTS (TYP) D" LONG AS REQ'D )T BOLTING, NOTE 1) ER TO DETAIL A2, —90-005 'S 5'-0" LONG BETWEEN ROWS _TING) REFER TO )9-90-005 CONCRETE SHALL BE MIX C CLASS I (TYP) (IF REQUIRED) #4©12 IF&OF (3" CL TYP) R5'-6" (SURGE SHAFT SIMILAR) �-- 1 CLASS II (TYP) 3„ (IF REQUIRED) (MIN) GATE SHAFT SUPPORT CLASS II (SURGE SHAFT SIMILAR) 60>RMR >40 SCALE A 04-20-12 VAN ISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS 6 DESIGN ENGINEER DATE S.W. PERKINS 03-23-12 DESIGN CHECKED BY DATE D.M. SUTHERLAND 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE S.W. PERKINS 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR PROJECT MANAGER DATE S.M. HART 03-23-12 COORD DCOORDG CD OOR ENGR ENGR 5 4 03 .l I LLL .JL I VV—rA 1 l \1 L `I I I f W/ 6" CONCRETE SLAB AND WWR 11 5'-0" LONG AS REQ'D (NOTE 1) (TYP) (SPOT BOLTING, NOTE 1) TUNNEL SUPPORT CLASS III REFER TO DETAIL A2, 109-90-005 (INTAKE TUNNEL SHOWN SURGE SHAFT ADIT TUNNEL SIMILAR) NOTES: 40 > RMR (NOTE 8) SCALE A 1. TUNNEL SUPPORT TO BE INSTALLED TYPICALLY TO THE CONFIGURATION SHOWN AS PER TUNNEL SUPPORT CLASS I TO III OR AS DIRECTED BY THE RPR. TUNNEL SUPPORT WILL BE CONFIRMED BY THE RPR AS THE EXCAVATION ADVANCES. 2. DRAIN HOLES SHALL ONLY BE REQUIRED IN AREAS WHERE SHOTCRETE HAS BEEN APPLIED UNLESS OTHERWISE DIRECTED BY THE RPR. DRAIN HOLES SHALL BE DRILLED A MINIMUM OF 2 INCH DIAMETER AND 5 FT INTO ROCK AT A SPACING OF 6 FT. (MAX) AND EXTEND THROUGH THE SHOTCRETE. 3. VOIDS BEHIND STEEL SETS SHALL BE BACKFILLED WITH SHOTCRETE AS SPECIFIED, UNLESS OTHERWISE DIRECTED BY THE RPR. 4. DRAIN HOLES IN THE GATE SHAFT SHALL BE CONSOLIDATION GROUTED AS DIRECTED BY THE RPR AFTER COMPLETION OF THE EXCAVATION TO CONTROL SEEPAGE IN THE GATE SHAFT. 5. ROCK BOLT PATTERN AND LOCATIONS SHOWN ARE TYPICAL. REFER TO SPECIFICATION 02430 FOR ADDITIONAL INFORMATION. 6. MESH TO BE WELDED WIRE REINFORCEMENT 4x4-W3xW3. 7. ALL ROCK BOLTS IN TUNNELS ARE #8, GRADE 75, ALL THREADED BAR, 5 FT LONG FULLY GROUTED AND HAND TENSIONED COMPLETE WITH DOMED FACE PLATE 6" WITH CAST ANCHOR NUT. 8. TUNNEL SUPPORT FOR THE GATE CHAMBER IS SHOWN ON DWG 109-90-005. REFER TO DWG 109-24-004 FOR HYDRAULIC LINER WITH CLASS III SUPPORT. 6" (MIN) DETAIL 1 CLASS III ROCK SUPPORT (AS DIRECTED BY RPR) O z v INTAKE TUNNEL AND GATE SHAFT BEST ESTIMATE SUPPORT REQUIREMENTS SUPPORT CLASS TUNNEL LENGTH (ft) * # GATE SHAFT HEIGHT (ft) 1 710 56 I I 77 53 III 80 0 III WITH FOREPOLING — TOTAL 869 109 SCALE B * LENGTH OF SUPPORT BY CLASS ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 0 HATCHTM HATCH ASSOCIATES CONSULTANTS, INC CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 1 2 SURGE SHAFT AND ADIT TUNNEL BEST ESTIMATE SUPPORT REQUIREMENTS SUPPORT CLASS ADIT LENGTH (ft) * SHAFT HEIGHT (ft) 1 0 55 II 405 292 III 10 0 III WITH FOREPOLING TOTAL 415 347 # INCLUDES GATE CHAMBER (109-26-006) STANDARD DETAILS TUNNELS AND SHAFTS ROCK SUPPORT DETAILS DRAWING NUMBER 109-90-004 PROJECT No. A H332360 G" REV 1 SAVED: 04-20-2012 9:05am By suth64534 A C 1« If n A 0 C I1 Q� o � �ILrs N cZD r � 0 N � N C � r ow o z O w J J n ANSI D 8 I 7 DRAIN HOLES �P tiX TUNNEL PORTAL I R% 0 I cV 0 i� 4" CONCRETE SLAB (NOTE 2) 10'-0" 11'-0" VOID BACKFILL STEEL SET W4x13 -t © 2' (TYP) WITH ;n 3" SHOTCRETE AND WWR (TYP) #8 ROCK BOLTS 5'-0" LONG AS REQ'D (SPOT BOLTING) REFER TO DETAIL A2 SURGE SHAFT ADIT TUNNEL PORTAL DETAIL 109-30-061 ROCK SUPPORT (NOTE 5) SCALE A :610101I]=aI_�1� PL Y "x43/4"x 10" LG. W403 (GRADE 50) "t 5/16 5/16 Ln 5/16 5/16 5/16 5/16 5/16 5/1 6 Ln (2) %" DIA A307 FITUP BOLTS W/NUT AND WASHER OUTSIDE FACE A*J WWR (TYP) ELEVATION ARCHITECTURAL 1 CIVIL 1 ELECTRICAL 1 MECHANICAL (2) %" DIA A307 FITUP INSIDE PLATE BOLTS W/NUT AND PL /l/2x3Y4"x10" LG. WASHER INSIDE FACE (GRADE 50) PL Y2x3Y4"x10" LG. (GRADE 50) INSIDE FACE (2) 5/" DIA A307 FIT UP BOLTS W/NUT AND WASHER. DRILL ON GAGE OF W413 (2Y4") 0 5/16 5/16 SPLICE POINT 5/16 5/16 L0 5/16 5/16 OUTSIDE FACE (2) 5/$" DIA A307 FIT UP BOLTS W/NUT AND WASHER. DRILL ON GAGE OF W413 (2)/4") DETAIL 1 SCALE B GATE CHAMBER SECTION 109-26-006, 109-26-007 CLASS III ROCK SUPPORT (NOTE 5) SCALE A PL Y"x4 3/4%10" LG (GRADE 50) 3/ 16 2 4Y2„ 5y2" W4 AND PL 3/16 2" 2Y4,W4x 13 OUTSIDE PLATE =� PL yx4Y4x10" LG. (GRADE 50) 5/16 5/16 (2) 1Y6" DIA HOLES Ln FOR (2) %" DIA SHOTCRETE (TYP) A307 BOLTS SPLICE POINT 1Y VI EW A -A Ln 04-20-12 VAN ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS GEOTECHNICAL — 6 WWR (TYP)---, SET W4x 13 IITH 3" ETE AND YP) BOLTS qG AS REQ'D LTING) REFER . A2 L 5"x5"x3/$" W4, ANGLE AND PLATE I I 3/ 16 2" Y2„ 3/ 16 2" 5/16 5/16 5/16 5/16 V I li , 114,41 BLOCKING DETAIL 2 SCALE B DESIGN ENGINEER DATE S.W. PERKINS 03-23-12 DESIGN CHECKED BY DATE D.M. SUTHERLAND 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE S.W. PERKINS 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE MLR SWP PRR P.R. RODRIGUE 03-23-12 PROJECT MANAGER DATE DCOORDG COORD PRIME COORD ENGR ENGR S.M. HART 03-23-12 5 1 4 L5x5x3/$x3Y4" LG. (GRADE 50) 5/16 5/16 5/16 5/16 PL Y "x43/4"x 10"LG (GRADE 50) 3 2 1 NOTES: 1. SEE DWG 109-90-004 FOR ROCK SUPPORT NOTES. 2. PROVIDE STEEL SETS W413 @ 2 FT (TYP) AND CONCRETE SLAB FOR RMR < 20. AS DIRECTED BY THE RPR. 3. DRAINHOLES EXTEND THROUGH THE SHOTCRETE 4. CONSOLIDATION GROUT GATE CHAMBER DRAINS FOR ALL AREAS E TO RECEIVE CONCRETE LINER AFTER EXCAVATION IS COMPLETE AND BEFORE CONCRETE LINER INSTALLATION. 5. PROVIDE (5) SETS OF CLASS III ROCK SUPPORT TO BE INSTALLED IF AND AS DIRECTED BY THE RPR. 6. STEEL PLATES USED TO SPLICE SETS W413 MUST BE ASTM A572 GRADE 50. 7. PLATES TO BE WELDED TO SETS W413 USING E70XX ELECTRODES. 8. SHOTCRETE AND WWR IS REQUIRED FOR CLASS II ROCK SUPPORT. INSTALL BEARING PLATE AGAINST ROCK SURFACE FOR CLASS I ROCK SUPPORT, UON, OR AS DIRECTED BY RPR. 10'-0" BEVELED 7'-0" WASHERS SLOW SET RESIN 31_0„ ENCAPSULATION FAST SET RESIN � ENCAPSULATION NUT STL BEARING #8 GRADE 75 BAR PL 1 Y4"x7"x7" 1 10 DETAIL Al 109-24-003, 109-30-042, 109-31-043 ROCK BOLT NTS WWR 4x4-W3xW3 C (TYP) 5'-0" TUNNEL WALL 2'-0" 3'-0" SLOW SET RESIN FAST SET RESIN BEVELED WASHERS ENCAPSULATION ENCAPSULATION NUT— STL BEARING PL 1Y4"x7"x7" 1Y" SHOTCRETE 1Y2" SHOTCRETE \-- #8 GRADE 75 BAR NOTE: STEEL SETS NOT SHOWN DETAIL A2109-90-004 ROCK BOLT (NOTE 8) (CLASS II SUPPORT SHOWN, CLASS I AND III SUPPORT SIMILAR) NTS ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. HATCHTm HATCH ASSOCIATES CONSULTANTS, INC. -0 CITY AND BOROUGH OF SITKA, ALASKA 0 6" 1 FOOT SCALE B 3"=1'-0" 0 2 4 FEET SCALE A 2 "= STANDARD DETAILS PORTALS AND GATE CHAMBER ROCK SUPPORT DETAILS DRAWING NUMBER PROJECT No. A BLUE LAKE EXPANSION PROJECT 109-90-005 H332360 CURRE 3 1 2 1 1 SAVED: 04-20-2012 9:05am By suth64534 If 11 r N O N h'J CV CYD LU O J Q 0 N O N h'J CV CYD LU O J Q 0 N O N h'J CV CYD LU O J ANSI D 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 GIANT NOTES: RFV 5 2-g 4" XY4"x2'-2" FILL PL �6 6"x6"xY/6" TUBE FIXED SPLICE TUBE 1. PROTRUSIONS CAUSED BY WELDING OR 5 2-g I 6„ 14Y2» 4Y„I 6» i 5"x5"x5/6" GALVANIZED �6 - -� - -j OF 1 x4 SLOTS IN TOP TUBE ! ! ! ! GALVANIZING ARE NOT PERMITTED ON THE ADJOINING SURFACES OF THE BOX BEAM 4"xY4"x2'-11" FILL PL I AND BOTTOM OF 6"x6"xY/6" I I I I '�' RAILS, SPLICE TUBES AND FILL PLATES. 5" x5»x5/6» -L 7-- ------ I I I I TUBE (TYP.) cN -�--�-------�- -�- - GALVANIZED TUBE I "� - I EXPANSION SPLICE Y2" 4 Y IA. FULLY THREADED BOLTS 7 LG -__ �, j j j O /4 Y2 2. BOX BEAMS MAY BE SHOP CURVED AS ---------- - TUBE ASTM A325 TYPE 1 - --- - --- Y ( ), (2) WASHERS AND A REQUIRED IN LIEU OF UTILIZING THE FLARE E Y2" 2Y4 6 9Y2 6 2Y4 HEAVY HEX NUT ON EACH BOLT. NUT TO BE SPLICE ASSEMBLY. E Y » FINGER TIGHT AND THE FIRST THREAD BELOW 6 x6 xY/6 TUBE (4) /4 DIA. FULLY THREADED BOLTS, 7Y2 LG THE NUT TO BE DAMAGED, AS ORDERED BY 4Y2"I 6" I 1'-3" I 6" 14Y2» (2) WASHERS AND A OF 3/8" DIA. HOLES THE RPR. (4) BOLTS AT EACH SPLICE. 3. RAIL SHOP DRAWINGS SHALL BE REQUIRED (ASTM A325 TYPE 1), FOR REVIEW AND APPROVAL. - - I- - HEAVY HEX NUT ON EACH BOLT. NUT TO BE 2'-3" PLAN FINGER TIGHT AND THE FIRST THREAD BELOW � OF /8" DIA. HOLES PLAN 4. REFER TO DWG 109-45-043 FOR LOCATION THE NUT TO BE DAMAGED, AS ORDERED BY 6 4Y2 4Y2 6 3'-0" THE RPR. (4) BOLTS AT EACH SPLICE. PLAN OF GUARD RAIL. PLAN � OF 1 " DIA. HOLES 5 6"x6"3/6" TUBE IN TOP AND BOTTOM /g x SET AT 4Y "©68°F » » ! ! i 4 � OF �/g DIA. HOLES -I OF 6 x6 xY/6» TUBE (TYP) THROUGH TUBE � OF /g DIA. HOLES 6 " -� -� " 548" 5Y8» 6" 5%5"4/6" GALVANIZED THROUGH TUBE j j j �- - - - EXPANSION SPLICE TUBE, 2'-3" LG TUBE IF 5"x5"x 16" GALVANIZED--�//6 2_g 4"xY4"x2'-2" FILL PL FIXED SPLICE TUBE TUBE, 2'-11Y2" LG 8" ELEVATION \�4%)/4%FILL PL 6"x6"x3/6" TUBE ELEVATION ELEVATION D 5/6 2-9 ELEVATION FIXED SPLICE TUBE FIXED SPLICE ASSEMBLY D SCALE A SCALE A EXPANSION SPLICE TUBE EXPANSION SPLICE ASSEMBLY SCALE A SCALE A 4Y4"x2y "x2-3" 6„ 14Y„ 4Y2„I 6" I GALVANIZED BAR 4Y4"x2Y8"x3'-0" - -I OF 1 "x4" SLOTS IN TOP GALVANIZED BAR I I AND BOTTOM OF 5%3" xY4" 1 5%3" xY4" TUBE FIXED SPLICE BAR TUBE (TYP) EXPANSION SPLICE BAR --------------- ------ - - - - - - - - - - t -- - - I In = — — Ec 2Y4„ 6» M2» 1 6» 1 2Y4» 4Y2 6 1 —3 6 4Y I 5"x3" XY4" TUBE (4) Y/4" DIA. FULLY THREADED BOLTS, 4Y2" LG 3 OF DIA.DFULLY (ASTM A325 TYPE 1), (2) WASHERS AND A THROUGH BAR HOLES I » I (ASTM4 A325 TYPE1)THREADED BO LTS, LG A OF / DIA. HOLES „ HEAVY HEX NUT ON EACH BOLT. NUT TO BE 2 -3 PLAN FINGER TIGHT AND THE FIRST THREAD BELOW PLAN HEAVY HEX NUT ON EACH BOLT. NUT TO BE 3'-0 FINGER TIGHT AND THE FIRST THREAD BELOW THE NUT TO BE DAMAGED, AS ORDERED BY THE NUT TO BE DAMAGED, AS ORDERED BY THE RPR. (4) BOLTS AT EACH SPLICE. PLAN THE RPR. (4) BOLTS AT EACH SPLICE. PLAN SET AT 4Y4"C�68°F 6" 4Y" 4Y2„ 6" A - - C „ „ I I I r � OF 1" DIA. HOLES �„ � r A 6 5Y 5Y 6 OF %" DIA. HOLES IN TOP AND BOTTOM 8 5 x3 xY4 TUBE OF DIA. HOLES THROUGH BAR OF 5%3%J/4" TUBE (TYP) THROUGH BAR OF 1 %4" DIA. HOLES zm IN TOP AND BOTTOM OF 5%3%J/4" TUBE (TYP) 4Y4"x2Y"x2-3" lw IV GALVANIZED BAR L+A 4Y4"x2Y8"x3-0" L* A 5 x3 )/4 TUBE EXPANSION SPLICE FIXED SPLICE BAR GALVANIZED BAR ELEVATION BAR ELEVATION ELEVATION ELEVATION EXPANSION SPLICE BAR EXPANSION SPLICE ASSEMBLY FIXED SPLICE BAR FIXED SPLICE ASSEMBLY SCALE A SCALE A SCALE A SCALE A 6"x6"x3/6" TUBE 4"x3/"x9�/6" FILL PL(TYP° ) FLARE SPLICE TUBE � OF �/" DIA. HOLES 5 2�9 Y4" CHAMFER ON FOR 3/4" DIA. BOLT TOP AND 6 ALL EDGES (TYP) ----------------- -------------=------------------------------------- __ - ::-:_ ::-_==-=y----- -, BOTTOM OF SPLICE _... ------ - --- _- --__:: ---: .�— - TUBE AND BOTTOM FILL PL -f------------ - _ -_-.� -; B 1 ___-__- ANGLE VARIES AS ; ' __ _____ ____- ANGLE VARIES AS B ------------------------------------------------------- ------ 6»------- REQUIRED (NOTE 2) 6„ 5„ REQUIRED (NOTE 2) B— U IVB 4Y4" I (TYP) (TYP) 'ff — — PLAN 1'-1 Y8" SECTION A —A - SCALE B IZ OF 1y6" DIA. HOLE 6" 5" 5" 6" (TYP) IN TOP AND BOTTOM - - - - - - - - PLAN OF 6%6%Y/6" TUBE 6"x6"x3/6" TUBE g"(TYP.) � OF �/" DIA. I I I I HOLE IN TOP OF TUBE16 ' SPLICE TUBE - - - -- 0 6» 1 FOOT FLARE SPLICE TUBE I SCALE B 4"xY8%9�/6" FILL PL (TYP) 3 -1 -o v"i/DIA. H.S. BOLT (7Y2" LG) (ASTM A325 TYPE 1), 16 2C�?9 TWO FLAT WASHERS AND HEAVY HEX NUT. NUT TO ELEVATION 0 1 2 FEET BE TIGHT, THEN THE FIRST THREAD BELOW NUT TO SCALE A ELEVATION BE DAMAGED, AS ORDERED BY THE RPR (TYP) FLARE SPICE TUBE DETAIL '°'-''-°" SCALE A A DESIGN ENGINEER DATE A FLARE SPICE ASSEMBLY ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND S.W. PERKINS 03-23-12 LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS SCALE A DESIGN CHECKED BY DATE ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN STANDARD DETAILS D.M. SUTHERLAND 03-23-12 THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 75 DRAWN BY DATE CREATED M.L. RION 03-23-12 RA HATC14 STRUCTURAL MISCELLANEOUS o -a DRAWING CHECKEDCKED BY BY DATE TIM S.W. PERKINS 03-23-12 HATCH ASSOCIATES CONSULTANTS, INC. 0 o DETAILS DISCIPLINE LEAD ENGINEER DATE CV CDPS.W. PERKINS 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA N o PROJECT ENGINEER DATE o ui 03-23-12 ISSUED FOR BID MLR SWP PRR P.R. RODRIGUE 03-23-12 DRAWING NUMBER PROJECT No. o ¢ PROJECT MANAGER DATE BLUE LAKE EXPANSION PROJECT /A\ DATE REV DESCRIPTION OF ISSUES & REVISIONS oRaORD PRIME PROR S.M. HART 03-23-12 109 - 9 0 - 013 H33236o CURRENT o LL, 6 5 GO GOORD FIN 4 3 2 1 SAVED: 03-23-2012 10:19am By boss50439 J J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL — ANSI D 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 GIANT NOTES: RFV 5 2-g 4" XY4"x2'-2" FILL PL �6 6"x6"xY/6" TUBE FIXED SPLICE TUBE 1. PROTRUSIONS CAUSED BY WELDING OR 5 2-g I 6„ 14Y2» 4Y„I 6» i 5"x5"x5/6" GALVANIZED �6 - -� - -j OF 1 x4 SLOTS IN TOP TUBE ! ! ! ! GALVANIZING ARE NOT PERMITTED ON THE ADJOINING SURFACES OF THE BOX BEAM 4"xY4"x2'-11" FILL PL I AND BOTTOM OF 6"x6"xY/6" I I I I '�' RAILS, SPLICE TUBES AND FILL PLATES. 5" x5»x5/6» -L 7-- ------ I I I I TUBE (TYP.) cN -�--�-------�- -�- - GALVANIZED TUBE I "� - I EXPANSION SPLICE Y2" 4 Y IA. FULLY THREADED BOLTS 7 LG -__ �, j j j O /4 Y2 2. BOX BEAMS MAY BE SHOP CURVED AS ---------- - TUBE ASTM A325 TYPE 1 - --- - --- Y ( ), (2) WASHERS AND A REQUIRED IN LIEU OF UTILIZING THE FLARE E Y2" 2Y4 6 9Y2 6 2Y4 HEAVY HEX NUT ON EACH BOLT. NUT TO BE SPLICE ASSEMBLY. E Y » FINGER TIGHT AND THE FIRST THREAD BELOW 6 x6 xY/6 TUBE (4) /4 DIA. FULLY THREADED BOLTS, 7Y2 LG THE NUT TO BE DAMAGED, AS ORDERED BY 4Y2"I 6" I 1'-3" I 6" 14Y2» (2) WASHERS AND A OF 3/8" DIA. HOLES THE RPR. (4) BOLTS AT EACH SPLICE. 3. RAIL SHOP DRAWINGS SHALL BE REQUIRED (ASTM A325 TYPE 1), FOR REVIEW AND APPROVAL. - - I- - HEAVY HEX NUT ON EACH BOLT. NUT TO BE 2'-3" PLAN FINGER TIGHT AND THE FIRST THREAD BELOW � OF /8" DIA. HOLES PLAN 4. REFER TO DWG 109-45-043 FOR LOCATION THE NUT TO BE DAMAGED, AS ORDERED BY 6 4Y2 4Y2 6 3'-0" THE RPR. (4) BOLTS AT EACH SPLICE. PLAN OF GUARD RAIL. PLAN � OF 1 " DIA. HOLES 5 6"x6"3/6" TUBE IN TOP AND BOTTOM /g x SET AT 4Y "©68°F » » ! ! i 4 � OF �/g DIA. HOLES -I OF 6 x6 xY/6» TUBE (TYP) THROUGH TUBE � OF /g DIA. HOLES 6 " -� -� " 548" 5Y8» 6" 5%5"4/6" GALVANIZED THROUGH TUBE j j j �- - - - EXPANSION SPLICE TUBE, 2'-3" LG TUBE IF 5"x5"x 16" GALVANIZED--�//6 2_g 4"xY4"x2'-2" FILL PL FIXED SPLICE TUBE TUBE, 2'-11Y2" LG 8" ELEVATION \�4%)/4%FILL PL 6"x6"x3/6" TUBE ELEVATION ELEVATION D 5/6 2-9 ELEVATION FIXED SPLICE TUBE FIXED SPLICE ASSEMBLY D SCALE A SCALE A EXPANSION SPLICE TUBE EXPANSION SPLICE ASSEMBLY SCALE A SCALE A 4Y4"x2y "x2-3" 6„ 14Y„ 4Y2„I 6" I GALVANIZED BAR 4Y4"x2Y8"x3'-0" - -I OF 1 "x4" SLOTS IN TOP GALVANIZED BAR I I AND BOTTOM OF 5%3" xY4" 1 5%3" xY4" TUBE FIXED SPLICE BAR TUBE (TYP) EXPANSION SPLICE BAR --------------- ------ - - - - - - - - - - t -- - - I In = — — Ec 2Y4„ 6» M2» 1 6» 1 2Y4» 4Y2 6 1 —3 6 4Y I 5"x3" XY4" TUBE (4) Y/4" DIA. FULLY THREADED BOLTS, 4Y2" LG 3 OF DIA.DFULLY (ASTM A325 TYPE 1), (2) WASHERS AND A THROUGH BAR HOLES I » I (ASTM4 A325 TYPE1)THREADED BO LTS, LG A OF / DIA. HOLES „ HEAVY HEX NUT ON EACH BOLT. NUT TO BE 2 -3 PLAN FINGER TIGHT AND THE FIRST THREAD BELOW PLAN HEAVY HEX NUT ON EACH BOLT. NUT TO BE 3'-0 FINGER TIGHT AND THE FIRST THREAD BELOW THE NUT TO BE DAMAGED, AS ORDERED BY THE NUT TO BE DAMAGED, AS ORDERED BY THE RPR. (4) BOLTS AT EACH SPLICE. PLAN THE RPR. (4) BOLTS AT EACH SPLICE. PLAN SET AT 4Y4"C�68°F 6" 4Y" 4Y2„ 6" A - - C A „ „ I I I r � OF 1" DIA. HOLES �„ � 6 5y 5Y 6 IN TOP AND BOTTOM 8 5 x3 xY4 TUBE OF %" DIA. HOLES OF DIA. HOLES THROUGH BAR OF 5%3%J/4" TUBE (TYP) THROUGH BAR OF 1 %4" DIA. HOLES zm IN TOP AND BOTTOM OF 5%3%J/4" TUBE (TYP) 4Y4"x2Y"x2-3" lw IV GALVANIZED BAR L+A 4Y4"x2Y8"x3-0" L*A 5 x3 )/4 TUBE EXPANSION SPLICE FIXED SPLICE BAR GALVANIZED BAR ELEVATION BAR ELEVATION ELEVATION ELEVATION EXPANSION SPLICE BAR EXPANSION SPLICE ASSEMBLY FIXED SPLICE BAR FIXED SPLICE ASSEMBLY SCALE A SCALE A SCALE A SCALE A 6"x6"x3/6" TUBE 4"x3/"x9�/6" FILL PL(TYP° ) FLARE SPLICE TUBE � OF �/" DIA. HOLES 5 2�9 Y4" CHAMFER ON FOR 3/4" DIA. BOLT TOP AND 6 ALL EDGES (TYP) ----------------- -------------=------------------------------------- __ - ::-:_ ::-_==-=y----- -, BOTTOM OF SPLICE _... ------ - --- _- --__:: ---: .�— - TUBE AND BOTTOM FILL PL -f------------ - _ -_-.� -; B 1 ___-__- ANGLE VARIES AS ; ' __ _____ ____- ANGLE VARIES AS B ------------------------------------------------------- ------ 6»------- REQUIRED (NOTE 2) 6„ 5„ REQUIRED (NOTE 2) B— U IVB 4Y4" I (TYP) (TYP) 'ff — — PLAN 1'-1 Y8" SECTION A —A - SCALE B IZ OF 1y6" DIA. HOLE 6" 5" 5" 6" (TYP) IN TOP AND BOTTOM - - - - - - - - PLAN OF 6%6%Y/6" TUBE 6"x6"x3/6" TUBE g"(TYP.) � OF �/" DIA. I I I I HOLE IN TOP OF TUBE16 ' SPLICE TUBE - - - -- 0 6» 1 FOOT FLARE SPLICE TUBE I SCALE B 4"xY8%9�/6" FILL PL (TYP) 3 -1 -o v"i/DIA. H.S. BOLT (7Y2" LG) (ASTM A325 TYPE 1), 16 2C�?9 TWO FLAT WASHERS AND HEAVY HEX NUT. NUT TO ELEVATION 0 1 2 FEET BE TIGHT, THEN THE FIRST THREAD BELOW NUT TO SCALE A ELEVATION BE DAMAGED, AS ORDERED BY THE RPR (TYP) FLARE SPICE TUBE DETAIL '°'-''-°" SCALE A A DESIGN ENGINEER DATE A FLARE SPICE ASSEMBLY ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND S.W. PERKINS 03-23-12 LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS SCALE A DESIGN CHECKED BY DATE ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN STANDARD DETAILS D.M. SUTHERLAND 03-23-12 THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 75 DRAWN BY DATE CREATED M.L. RION 03-23-12 RA HATC14 STRUCTURAL MISCELLANEOUS o a DRAWING CHECKEDCKED BY BY DATE HATCH ASSOCIATES CONSULTANTS, INC. TIC DETAILS SHEET 2 o S.W. PEENGINEER LEAD RKINS03 DATE DISCIPLCV cpS.W. PERKINS 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA N o PROJECT ENGINEER DATE o ui 03-23-12 ISSUED FOR BID MLR SWP PRR P.R. RODRIGUE 03-23-12 DRAWING NUMBER PROJECT No. o ¢ PROJECT MANAGER DATE BLUE LAKE EXPANSION PROJECT /A\ DATE REV DESCRIPTION OF ISSUES & REVISIONS oRaORD PRIME PROR S.M. HART 03-23-12 109 - 9 0 - 014 H33236o CURRENT o LL, 6 5 GO GOORD FIN 4 3 2 1 SAVED: 03-23-2012 10:19am By boss50439 J J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL — W 7 1.1 5 4 3 2 QC-D v c:?o N N r O 0 N O N cn � r ow o z o w J r= E 0 c L ,01 I 2 \-a \ DAYLIGHT DRAIN PIPE TO CREEK AND z \ INSTALL BASIN AND TIDEFLEX CHECK VALVE �\ V-915W, SEE SHEET 109-90-027 NEW WATER LINES UNDER EXIST 8' CULVERT \ �\ % N TEE AND VALVE V-901 W FOR DRAIN I \ THRUST BLOCK 1 (11.25°) POWER POLE REMOVE FLANGE AND Z�ZTIONCONNECT TO END OF 2+50 24" PIPE STUB 24" CLASS 250 D.I.P. 2+00 �_ —�— N 1908930.5 �+ wr _� �-- Pw - — pw 1 wr I wr THRUST BLOCK 1 E 2374544.5 1+50 _wri — wr � w ��few 2+50 Pw(11.25 ) TIE—IN 1 100 1w�r —+WT—+— WT— wT -+— pw tpw o0Aw�'�'—F— � '�� �+- PW �OIr �' xCONNECTION TO —+—wr �i Pw oTHRUST BLOCK 2 WATER SUPPLY I, YT pW -� �+oo Pw x� (22.5°) N 1908905.3 � wT \ Pw —�— o% �' E 2374544.8 \ —� 2+00 \ (DESIGN BY OTHERS) \ s i s �� s I THRUST BLOCK 1 5�� S � —_ s � S Imo- S —'+— 3 —F� '°� ° o THRUST BLOCKS 6 1 +00 s —1 s —+— s -- ( ) I si is �� s �- ' � � �� nv � sXs° I �w I I y �S w BW Bw Bw Bw BW -_ Bw �W XSO S — Fw Bw — B Fw — Bw � � ` PSV V-909W (SEE NEW 6„ DIA '',HDPE SDR 1 1 — Bw — Bw � FW — Fw Fw �-W w FW — Fw � o Bnj• i POTABLE WATER MAIN — BW — BW _� Bw Fw — FW — FW Fw Fw Bw \ I B SHEET 109-90-26) —BW —F w_ w - Bw Bw - Fw FW FW BW \ — Bw W — Fw EXIST 8 DIA w Bw Bw Fw o y 2 HDPE SDR 17 Fw �\ _ _ ----- — Bw —�W Fw — Fw — FW o� ��, SEWER FORCE MAIN CMP CULVERT Fw \���� 2 „ _ - SALVAGED 12 w � BW FW w — BW FW Fw +oo �_ BUTTERFLY VALVE W— B Fw o s V 902W — FW — FW p''N � is � CONNECT TO EXIST 42 NSRAA RAW 20 BUTTERFLY �' � — Fw _ _ I d Md s WATER WITH 42x20 FULL PRESSURE VALVE V-906W WITH OR __so+ . SPLICE SPACERS o �d� s __S 2 BALL VALVE RATED (SDR 17) HDPE TEE V-900D THRUST BLOCK 1 ANCHOR TO BRIDGE Md Md --sINTO 42 MAIN USING BUTT FUSION. �+ I ABUTMENT (1 1.25°) � I � Md �s CONNECTION TO CONNECTION TO BRIDGE ABUTMENT (DESIGN � d �s �S WATER MAIN AT EXISTING SEWER LOCATION, NOT I �ASBUILT S EXISTING VALVE FORCE MAIN ) 109_SHEE —022 �', I -� 9 o U1 I TRUSS BRIDGE of PLAN 0 15 30 45 60 75 FEET SCALE: AS SHOWN CONNECT TO EXIST 24" FLANGED D.I.P. EXIST GRADE EXIST 8' DIA CMP CULVERT 3% 0+'00 1 +'00 DRAIN, SEE SHEET 109-90-027 1 1-1 /4 DEGREE BEND, THRUST BLOCK 4, MAINTAIN MIN OF 1' CLEARANCE TO CULVERT. USE RESTRAINED FITTINGS 20' EA SIDE LEGEND: EXISTING PROPOSED Rw Rw Rw MUNICIPAL RAW WATER s s SANITARY SEWER FORCE MAIN NSRAA & OTHER BULK Bw Bw Bw (RAW) WATER MAINS wr wr WATER TRANSMISSION MAIN WT WT WT WATER TRANSMISSION MAIN Pw Pw POTABLE WATER MAIN Fw Fw Fw FIRE WATER Ew Ew EMERGENCY MUNICIPAL RAW WATER Pw Pw Pw POTABLE WATER iw iw INDUSTRIAL WATER (TO NSRAA) S S S SEWER A OVERHEAD POWER UNDERGROUND POWER 7� OVERHEAD PHONE EXISTING PROPOSED 23' OF 2" INSULATION EXIST TRUSS BRIDGE MH AND PRV 18' OF 4" INSULATION ---_� 4" INSULATION------------------ 12' ROTATE BEND FOR APPROX 5 DEG VERT DEFLECTION 2+'00 PROFILE: STA 0+00-4+50 �W ® WATER MANHOLE H� HYDRANT '—' BLIND FLANGE 11011 ICI BUTTERFLY VALVE Da D4 CHECK VALVE UNDERGROUND PHONE FENCE/GATE 04-20-12 A ISSUE FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 6 BEGIN INSULATED 2, 3+00 MIDSPAN CAMBER, WHEN FILLED AND DURING 0 TESTING, SHALL BE 0" TO 4" HIGHER THAN AT Q FIRST AND LAST BRACKET SUPPORTS I z z IN SHEET 109-90-022 o IN \U VA 9ML wM IL4 PA r74 pArm pArmm 1.5 DEGREE BEND DEFLECT JOINTS UP TO 1.5 DEG NOTES: \ I to � ICD � NOTE: MARK LOCATIONS OF AIR Iw RELEASE PORTS MADE FOR FILLING AND TESTING. PORTS SHALL BE I z PLUGGED FOR FINAL TESTING. I I 4+00 1. VERIFY ELEVATIONS OF EXIST 30" MAIN, CULVERT, BRIDGE, AND EXIST GRADE PRIOR TO INSTALLATION OF NEW 24" D.I.P. WATER SUPPLY TRANSMISSION. 2. REFER TO 109-90-027 FOR THRUST BLOCK DETAILS. 3. REFER TO 109-90-023 FOR PROFILES OF OTHER UTILITIES. DESIGN ENGINEER DATE D.J. 03 -1 2 ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. GHERDTRICH DESIGN BY DATE R. TRUDGEON 04-20-12 DRAWN BY DATE CREATED D.J. HERTRICH 03-23-12 HATCH ASSOCIA TES CONSULTANTS, INC. 0 HATCH DRAWING CHECKED BY DATE S.W. PERKINS 03-23-12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR BLUE LAKE EXPANSION PROJECT PROJECT MANAGER DATE S.M. HART 03-23-12 °CORD COORo ENOR 5 1 4 3 2 POWERHOUSE AREA NEW SITE UTILITIES WATER SUPPLY TRANSMISSION PLAN AND PROFILE SHEET 1 OF 2 DRAWING NUMBER 109-90-020 PROJECT No. A H332360 KFy 1 SAVED: 04-27-2012 9:34am By hert65687 L C I« I1 /� Al NSI D 7 1.1 5 4 1 3 LO L� c+7 0 CV O 0 N O N O o ow o z ow J r= L 11 c iq Q THRUST BLOCK 1 (11.25°) / �� THRUST BLOCK 2 1 (22.5°) 6+00 APPROX LOCATION FOR HEAT �� / 5+ TRACE POWER CONNECTION / o—},wry----+G wr — - -r ENCLOSURE (MOUNTED ON POST) F� Ikk�cj �$ k 0 A, 00 3X s '°ry 90 \_ �, 00 DAYLIGHT / /�� \s x TO DISCHARGE / / IN CREEK PSV (SEE SHEET o �/ �� / s� �, s �ccF 3 109-90-026) �k� / ' /�� s/ ��� S �' ' X` vtc / /eN 0, z 0 Q 6 zI ~ I z 5 0 ry ow I 4 O CV O CD 3 m CD 2 16.5' w w Ln 1 w I z J I - - U Q 0+00 SAWMILL CREEK XIS ��� BRIDGE ABUTMENT (DESIGN LOCATION, NOT ASBUILT ) 77' OF 4" THICK INSULATION (REFER TO SPEC C9-02510) JD INSULATED PIPE 4X0 0 93 V 'jO��Y REMOVE FLANGE AND \ HYDRANT CONNECT TO END OF \ 24" PIPE STUB s ° N 1909056.6 ' 6 GATE VALVE V-9C E 2374993.2 0 s X� - o - -- 5+00At + Iw I IWI 1w �I1w �— 1w 5 5 o BOLLARDS 1w PLAN 0 15 30 45 60 75 FEET SCALE: AS SHOWN DEFLECT JOINTS 1.5 DEGREES FINISH GRADE7 _ _____ 34' OF 2" THICK EXIST GRADE - _ — — — INSULATION (REFER TO _--- — — — — — — — — — — -50 SPEC C9-02510) _ = - -40 — — PIPE ENCASEMENTS CONNECT TO EXIST _ (DESIGN LOCATION, FLANGED PIPE END V 30 NOT ASBU , VERIFY ELEV THRUST BLOCK 4 - 20 LEGEND: 5+00 EXISTING PROPOSED Rw Rw Rw MUNICIPAL RAW WATER g s SANITARY SEWER FORCE MAIN NSRAA & OTHER BULK Bw Bw Bw (RAW) WATER MAINS WT WT WATER TRANSMISSION MAIN WT WT WT WATER TRANSMISSION MAIN pyy pyy POTABLE WATER MAIN Fw Fw Fw FIRE WATER Ew Ew EMERGENCY MUNICIPAL RAW WATER Pw Pw Pw POTABLE WATER 1w 1w INDUSTRIAL WATER (TO NSRAA) A S S s SEWER OVERHEAD POWER 7� UNDERGROUND POWER OVERHEAD PHONE 6+00 EXISTING PROPOSED 7+00 EXISTING PROPOSED �W ® WATER MANHOLE pQ �H HYDRANT '—' LIND FLANGE I*I ICI UTTERFLY VALVE Da D4 CHECK VALVE UNDERGROUND PHONE 03-23-12 q ISSUE FOR BID FENCE/GATE DATE REV DESCRIPTION OF ISSUES & REVISIONS ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 6 BALL VALVE 10 7+89 8+00 NOTES: 1. VERIFY ELEVATIONS OF EXIST 30" MAIN, CULVERT, THRUST BLOCKS & PIPE ENCASEMENTS, BRIDGE, AND EXIST GRADE PRIOR TO INSTALLATION OF NEW 24" D.I.P. WATER SUPPLY TRANSMISSION. 2. REFER TO 109-90-027 FOR THRUST BLOCK DETAILS. DESIGN ENGINEER DATE D.J. 03 —1 2 ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. GHERDTRICH DESIGN BY DATE R. TRUDGEON 04-20-12 DRAWN BY DATE CREATED D.J. HERTRICH 03-23-12 HATCH ASSOCIA TES CONSULTANTS, INC. 0 HATCH DRAWING CHECKED BY DATE S.W. PERKINS 03-23-12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR BLUE LAKE EXPANSION PROJECT PROJECT MANAGER DATE S.M. HART 03-23-12 °CORD CRRD EN�R 5 1 4 3 2 POWERHOUSE AREA NEW SITE UTILITIES WATER TRANSMISSION MAIN PLAN AND PROFILE SHEET 2 OF 2 DRAWING NUMBER 109-90-021 PROJECT No. A H332360 R1 1 SAVED: 04-27-2012 9:35am By hert65687 E C c 0 r� LO m N O CV CV O L.LJ J d r-1 1.1 2 E � 0 3 0 2 > a) w 1 N C 0 r1 LO L� c+7 � AIM N N O 0 N O N O �T ow z O w J rF 7- 0 c- 0 0 a) w IdUIVUUI I I I II\VUVI I I I II\UJ I ULVI�f\ 1 "X3/8" HOLDOWN STRAP WITH EXPDXY 1 "X3/8" HOLDOWN STRAP WITH 3/4" EXIST GRADE BOLTS INTO BRIDGE ABUTEMENT EXPDXY BOLTS INTO BRIDGE ABUTEMENT — — — — — ——---__--- — _ — — —' 22.5° tt 6" HDPE SDR 11 WATER LINE EXIST 8' CULVERT BEGIN PREINSULATED 22 5°' END PREINSULATED V20" INDUSTRIAL WATER TEE FOR NEW HYDRANT 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 Station POTABLE WATER PROFILE 1 - o 0 0 30 20 w 10 0+99 PH POTABLE WATER PH PROFILE c 3 0 2 0 Q 1 w -Me]X 7 6 5 - 0 4 3 a) L1 2 CONNECT TO EXIST 42" HDPE IcZ•Lei c- 0 0 111 CONNECT TO PUMP MANIFOLD, REFER TO DWG 109-45-093 r�Znel 1 "x3/8" HOLD DOWN 1 "x3/8" HOLD DOWN STRAP WITH 3/4" BOLTS STRAP WITH 3/4" BOLTS INTO BRIDGE ABUTEMENT INTO BRIDGE ABUTEMENT FLAT PROFILE OR SLOPED IFLAT PROFILE OR SLOPED DOWN TOWARDS WYE DOWN TOWARDS PUMP / tosZnll 1 +UU 1+UU Station EMERGENCY WATER PROFILE e=ZIN Station SEWER FORCE MAIN PROFILE CONCRETE ENCASED WHERE <3' BURIAL 20" HDPE SDR 17 6" POTABLE WATER LINE, 6" SEPERATION 2" SEWER LINE, 6" SEPERATION 1 +00 2+00 3+00 4+00 NOTES: 1. SEE DRAWINGS 109-90-20 AND 109-20-21 FOR WATER TRANSMISSION MAIN PLAN AND PROFILE. 2. ROCK SURFACE INDICATED ON SECTIONS BETWEEN OUTCROP/TEST PITS/DRILL HOLES REPRESENT INTERPRETATION BASED ON JUDGEMENT. ACTUAL ROCK ELEVATIONS WILL VARY. ARCHITECTURAL CIVIL I ELECTRICAL I MECHANICAL Station 0 — o - — 0 0 — 0 0 = w = 20 -10 3+07 3+00 •ZZ•AJ 7=Z•1•1 ESTIMATED BEDROCK SURFACE 0 T 30 0 A 7 20 Q) 10 w BEGIN 4" HDPE SDR 11 -0 it89 EXIST GRADE 80 70— 8 70 0 7L wF!I 60 0'--650NEW 20" CLASS 06 ESTIMATED 350 DIP WATER w 4 BEDROCK 40 SUPPLY 0+00 SURFACE 0+67 Station NEW MUNICIPAL RAW WATER SUPPLY PROFILE CONCRETE ENCASED ESTIMATED BEDROCK SURFACE EXIST GRADE FINISH GRADE --- r F— 1. 2' (0.75 MIN) INDUSTRIAL WATER PROFILE 0 30 60 90 120 150 FEET SCALE: AS SHOWN DESIGN ENGINEER DATE D.J. HERTRICH 03-23-12 DESIGN CHECKED BY DATE 7� R. TRUDGEON 04-20-12 DRAWN BY DATE CREATED D.J. HERTRICH 03-23-12 DRAWING CHECKED BY DATE S.W. PERKINS 03-23-12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 PROJECT ENGINEER DATE 04-20-12 A ISSUE FOR BID MLR SWP PRR PoR. RODRIGUE 03 n E-12 DATE REV DESCRIPTION OF ISSUES & REVISIONS DCOORD COORD PRIME ENGPRO COORD ENGR S.M. HART 03-23-12 GEOTECHNICAL 6 1 5 14 END OF PHASE 1 INSTALLATION 5+00 20" HDPE SDR 17 NEW PENSTOCK 6+00 30 0 20 0 10 a) w I"10 _ 70 0 v0 0 0 30 Q) 0 w 10 CONNECT TO ro PUMP MANIFOLD, 7+00 REFER TO DWG 7+04 109-45-093 ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. HATCH HATCH ASSOCIATES CONSULTANTS, INC. -0 CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 1 2 POWERHOUSE AREA NEW SITE UTILITIES UTILITY PROFILES DRAWING NUMBER 109-90-023 PROJECT No. A H332360 F 1 SAVED: 04-27-2012 9:35am By hert65687 E E C rk r� E11 7 11 5 I 4 3 2 E 11 C n QC-D rn v o N N r O 0c"i 0 L ti 6n CV O ow o 75 � z CDw J 0__ u__ GUARD POST- REFER TO STANDARD DETAIL NO. 64-5 FIRE HYDRANT STENCILED DISTANCE TO HYDRANT GATE VALVE (2) 2-1/2" HOSE CONNECTIONS— (1) 4-1/2" PUMPER CONNECTI DN - PROPOSED GRADE BASE COURSE, GRADING D-1 -,,,TYPE "A" B ACKFILL Iy MECHANICAL O JOINTS 6" GATE VALVE HYDRANT CONNECTING PIECES (6" D.I.P.) M ECH. JOINTS 3" MIN. 6" SHOE 1/2 C.Y. DRAIN ROCK LEAVE DRAIN ALL JOINTS PLUG OUT UNLESS RESTRAINED DIRECTED BY ENG. HYDRANT INSTALLATION NOTES: 1, HYDRANT BARREL MUST BE INSTALLED PLUMB AND THE LEG MUST BE INSTALLED LEVEL. 2. DRAIN PLUG SHALL BE LEFT OUT UNLESS DIRECTED BY ENGINEER. 3. SEE PLANS FOR LOCATION. 4. ALL HYDRANTS SHALL BE PAINTED CATERPILLAR YELLOW AFTER INSTALLATION. 5. AUXILIARY GATE VALVE BOX TO BE INSTALLED ACCORDING TO DETAIL FOR TYPICAL VALVE BOX. 6. VALVES SHALL BE RESTRAINED TO THE MAIN LINE AND HYDRANTS SHALL BE RESTRAINED TO THE VALVE. Mlo SCALE: SECTION# AP R60.a4 OVED: SINGLE PUMPER "L" BASE RAR HYDRANT ASSEMBLY REVISED: DETAIL # 11 /29/02 6 0- 4 90, 'S I X � cn L� z _ C5a Lv J �a- 0 0 <1 STREET �n �w oo 4" HEAVY WALL STEEL PIPE FILLED WITH o 1­- CONCRETE, PAINTED I— Lv z CATERPILLAR YELLOW J m AFTER INSTALLATION m �¢ z ca ui __ m.x�♦\ �. A. jl 16" 0, 3000 psi CONIC �_ z cQ A. �o a w +- ..T 16" NOTES: 1. GUARD POSTS WILL BE FURNISHED & INSTALLED BY THE CONTRACTOR. 2. POSTS SHALL BE LOCATED TO ALLOW UNRESTRICTED ACCESS TO PUMPER AND HOSE CONNECTIONS. 1M� SCALE: SECTION# OP NTS 60.04 ' rrKA APPROVED: RAR HYDRANT GUARD POSTS REVISED: DETAIL # 11 /29/02 6 0- 5 03-23-12 A ISSUE FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 6 k, DESIGN ENGINEER D.J. HERTRICH DESIGN CHECKED BY R. TRUDGEON DRAWN BY D.J. HERTRICH DRAWING CHECKED BY S.W. PERKINS DISCIPLINE LEAD ENGINEER P.R. RODRIGUE MLR SWP PRR r.K. Kuuh PROJECT MANAGER °COORD bRR E °R S.M. HART m WATER OPERATING NUT & VALVE BOX EXISTING GRADE Q_ OPERATING NUT (UNPAVED) " VALVE BOX 6 1/4 FINISHED PAVEMENT EXTENSION TO BE SAWED OFF 4" MIN. & 8" MAX, r TOP SECTION I I EXTENSION PIECE BASE SECTION 900 NOTES: 1, ALL VALVE BOX COMPONENTS TO BE OLYM PI C FOUNDRY OR APPROVED EQUAL 2. CENTER VALVE BOX OVER 1 OPERATING NUT. I WRAP BURLAP INSIDE VALVE Z BOTTOM SECTION WRAP THREE (3) LAYERS OF GEOTEXTILE FABRIC AROUND a lz OUTSIDE OF VALVE AND BASE SECTION OF VALVE BOX. 0 SECURE BURLAP AND GEOTEXTILE TO PREVENT MOVEMENT DURING BACKFILLING OPERATIONS Mlo SCALE: �riMCA N TS APPROVED: RAR REVISED: 11 /29/02 TYPICAL VALVE BOX DATE ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND 03-23-12 LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN DATE 04-20-12 THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295- DATE CREATED 03-2 HATCH ASSOCIATES CONSULTANTS, INC. 0 HATCH DATEE 03-23-12 DATE 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA DATE BLUE LAKE EXPANSION PROJECT 03-23-12 DATE 03-23-12 4 3 2 SECTION# 60,03 DETAIL # 60-3 STANDARD DETAILS NEW SITE UTILITIES HYDRANT & VALVE BOX DRAWING NUMBER 109-90-024 PROJECT NO. A H332360 KCLE; 1 SAVED: 04-27-2012 9:49am By hert65687 E C Ce E ►1 ANSI D 7 C� 5 4 2 E c r� 0 N N r O 0 N O CV 6� � T ow o z O w J n SELECTED BACKFILL, TYPE A. OR NATIVE BACKFILL WHERE - - - - - APPROVED - :WARNING _: - - - - - - - IBBON ____ -p - 12 - 12" MIN. WHERE REQUIRED, 2-4" OF INSULATION BOARD W/STAGGERED SEAMS 12" NOTES: 6" 18" MIN BETWEEN MULTIPLE PIPES IN SAME TRENCH (690 MIN BETWEEN PIPES 4" OR LESS IN DIA) (A) TRENCH BACKFILL MATERIAL PLACED AND COMPACTED TD DEPTHS AS DETERMINED BY THE ENGINEER. (B) TRENCH WALL SLOPES WILL VARY WITH SOIL STRENGTH AND CHARACTER_ SLOPES TO CONFORM TO OSHA STANDARDS_ SCALE: SIMA N T5 APPROVED: RAR REVISM! 11 /29/02 TRENCH BACKFILL SECTION# 20.07 DETAIL 20- D1 BEDDING MATERIAL CDMPACTED TO 95% MAX_ DENSITY UNLESS OTHERWISE SPECIFIED p OF SITKA WARNING TAPE MULTIPLE PIPES IN SAME TRENCH 3' MIN PIPE SEPARATION 12" 12" . ............. l .................... --"...... ........... . -----------} -"12" -12" I- - - = --:--- ----------- = --= - --- ----- -f : SCALE: N TS APPROVED: RAR REVISEI]: 11 /29/02 BEDDING DESIGN ENGINEER DATE D.J. HERTRICH 03-23-12 DESIGN CHECKED BY DATE R. TRUDGEON 04-20-12 7� DRAWN BY DATE CREATED D.J. HERTRICH 03-23-12 DRAWING CHECKED BY DATE S.W. PERKINS 03-23-12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03 n E-12 03-23-12 A ISSUE FOR BID MLR SWP PRR PROJECT MANAGER S.M. HART 03-23-12 DATE REV DESCRIPTION OF ISSUES & REVISIONS DCC)ORD COORD PRIME COORD PRo ENGR ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL1 1 6 1 5 2 TRENCH PER OS KI DEWALL A STDS. SECTION# 20.07 DETAIL # 20-8 z LEI LEI c� 6 D-1 LEVELING COURSE SHOULDER J AREA OF ROAD PRISM TO BE COMPACTED TO 957o MAX, DENSITY rGa2w2m=�_Tlq:X211a 2 z w TYPE A BACKFILL OR NATIVE BACKFILL WHERE APPROVED TRENCH AREA UNDI5TURBED GROUND NOTES: 1. THE DITCH LINE WILL BE RESHAPED IN SUCH A MANNER AS TO ALLOW PROPER DRAINAGE AND THE SHOULDER OF THE ROAD WILL BE REPLACED AT A UNIFORM SLOPE NOT TO EXCEED 1-1/2 TO 1. SCALE: p OF N T5 SITM APPROVED: RAR REVISED! 11 /29/D2 SECTION# COMPACTION OF BACKFILL 20.07 WITHIN RIGHT-OF-WAY DETAIL # 20-9 ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 0 HATCH HATCH ASSOCIA TES CONSULTANTS, INC CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 2 STANDARD DETAILS NEW SITE UTILITIES TRENCH SECTIONS DRAWING NUMBER 109-90-025 PROJECT No. A H332360 Fy 1 SAVED: 04-27-2012 9:50am By hert65687 L C I• rk rW ANSI D 8 A 7 0 5 4 V, 2 E ❑c C L3RAVEL SECTION B" BASE COURSE. GRADING D-1 6" SUBBASE GRADING B ORIGINAL GRAVEL SURFACING w Y fi" BASE COURSE, GRADING D-1 6'• SUBBASE, GRADING B BACKFILL AND/OR IMPORTED BACKFILL "= :=:C :m_::<::<:::r::at:aC::}a-:�=::�::: MATERIAL SHALL BE NON —FROST SUSCEPTIBLE PER SPECIFICATION_ SAWCUT THIS EDGE' PRIOR TO EXCAVATING MIN. COVER AS REQUIRED PAVEMENT SECTION NEW ASPHALT PATCH MIN 3" DEPTH 121 1 MIN_ •---- - ��• 12' 12" TRENCH WIDTH (NOMINAL O.D. + 24") SAWCUT AND REMOVE MIN. 12" OF AD D RI ONAL ASPHALT FROM BOTH SIDES OF TRENCH PRIOR TO PAVING. TYP. (SEE NOTE 4) TACK COAT PRIOR TO PAVING, SEAL WITH AC-5 AFTER PAVING .— EXISTING ASPHALT EXI Sn NG LEVEU NG COURSE ROADBASE 7.1-UTILITY LL EXPOSED ROADBASE SHALL BE OMPACTED AFTER BACKFILL ING SEE NOTE 4) ACKFlLL ANd�QR IMPORTEd BACKFILL ATERIAL SHALL BE NON-FRDST SUSCEPTIBLE. ER SPECIFICATION_ WAR NI NC RIB BON FILTER FABRIC (SEE NOTE 2) BEDDING MATERIAL LPIPE SHALL BE SEPARATED BY 6'i MIN. FROM BOULDERS. BEDROCK OR SIMILAR MATERIALS NOTES; 1. TRENCHES SHALL BE WITHIN 207 OF PERPENDICULAR TO CENTER -LINE OF ROADWAY UNLESS APPROVED BY THE ENGINEER. 2. FILTER FABRIC SHALL BE USED AS DIRECTED BY THE ENGINEER. ATTACH TO TRENCH SIDEWALL A MIN OF 12" ABOVE TOP OF PIPE. 3. BEDDING & BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM PROCTDR DENSITY WITHIN THE RIGHT-OF-WAY AND THROUGHOUT THE DEPTH OF EACH LIFT, LIFT DEPTH SHALL BE 180 MAX AND APPROVED BY THE ENGINEER. 4_ PAVEMENT SHALL BE SAWCUT PRIOR TO EXCAVATING_ AFTER BAC K FILLIN G TRENCH, PAVEMENT SHALL BE SAWCUT` A SECOND TIME TO EXPOSE A MINIMUM OF 12" OF UNDISTURBED BASE MATERIAL ENTIRE WIDTH OF EXPOSED ROADBASE SHALL BE COMPACTED TD 95% OF MAXIMUM PROCTOR DENSITY_ 5. IF TRENCH IS NOT IMMEDIATELY BACK FT LLED AND CDMPACTED. REMOVAL OF MORE THAN 12' MIN. OF ExrRA ASPHALT AND FURTHER COMPACTIDN DF THE ROADBASE SHALL BE REQUIRED G. RESURFACE ASPHALT PAVED STREE75 WITH 50 MIN. BASE COURSE AND 3" MIN. ASPHALT. 7. RESURFACE UNPAVED STREETS WITH 8" MIN. BASE COURSE. am Ts PAVEMENT 4� 07 iii A APPROVED: RAR RESURFACING AND DETAIL REVISED: 11/29/02 TRENCH DETAIL 40-1 OUTLET POSITIONED TO DISCHARGE INTO SAWMILL CREEK SALVAGE COMPONENTS AND RECONSTRUCT SURGE CONTROL STRUCTURE AT LOCATION SHOWN ON PLANS (SEE SHEET 109-90-020) 12� � 900 BEND ( FL x FL) -0 L: 12" D.I. PIPE ( FL x FL) c: 12" FLEXIBLE COUPLING 12" D.I. PIPE ( FL x PE ) 12" 90° BEND, ( FL FL) REMOVABLE REINF. CONIC. TOP SECTION WITH LIFTING LUGS TIED TO RE -BAR. o.D ACCESS LADDER SALVAGED STD. 72" PRE -CAST 12" SURGE CONC. MH SECTIONS CONT- VAL. AS REQUIRED V-909W GROUT FI NISH GRADE 71 I MIN. ° \ 12" D.I. PIPE D 9 �8 BAR / D ,/ ( FL x FL) v. vuoo� ooeo a oo�. '� I I III r op ep i�sovp .,.p �e COII /j • • �DutJbdm J DO P.. e� oo°0,0 • • D OJv o Je0v0 Je MH FOOTING, 12"x 8" MIN. WITH *'4 _RA_RS_ F_,"n r CONC. ANCHOR � CONC. SUPPORT BLOCK i —ADJUSTABLE (I CU_ YD, MIN,) WITH 4 S.F. BEARING SURF SUPPORT SURGE CONTROL VALVE ASSEMBLY A DESIGN ENGINEER DATE ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND D.J. HERTRICH 03-23-1 2 LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. DESIGN CHECKED BY DATE R. TRUDGEON 04-20-12 7� Q DRAWN BY DATE CREATED D.J. HERTRICH 03-23-12 "' 0HATCH HATCH ASSOCIA TES CONSULTANTS, INC. DRAWING CHECKED BY DATE 6'IC',J S.W. PERKINS 03-23-12 f CV C�' N o DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA A PROJECT ENGINEER DATE 03-23-12 q ISSUE FOR BID MLR SWP PRR BLUE LAKE EXPANSION PROJECT o ui o o w P.R. RODRIGUE 03 n E-12 MANAGER S.M. HART 03-23-12 DATE REV DESCRIPTION OF ISSUES & REVISIONS DRAIN COORD PRIME COORD PROR ENGR ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 6 1 5 1 4 1 3 1 2 VALVE RISER 24" D.I.P. WATER TRANSMISSION SALVAGED 12" BUTTERFLY VALVE V-902W STANDARD DETAILS NEW SITE UTILITIES TRENCH SECTIONS AND SURGE CONTROL DRAWING NUMBER 109-90-026 PROJECT No. A H332360 F 1 SAVED: 04-27-2012 9:51am By hert65687 L C C rk Ul LO m N O CV CV O L.LJ J d WO CUT QF QFcm g 44-I.6 N N r p p N p M N p M r O Lu o 75 O LU J J E *ROAD WIDTH DECREASES FROM BEYOND PUBLIC ACCESS RAMP 15'-0" TO 10'-0" 2:1 MAX IN SOIL, .5:1 MAX IN ROCK EXTEND CULVERT END TO EDGE OF RIPRAP CULVERT I.E. MIN 12" THICK CLASS I RIPRAP —\\\ 2 CULVERT DIAMETERS SECTION A -A (109-05-017) SCALE 1 /4"=1 '-0" 12" 12' 5% 3% )ULDER CONCRETE (MIX D) (NOTE 5) EXISTING GROUND (SLOPE VARIES) RIGHT OF WAY VARIES VARIES 1I 1 I1111 I I, ,, I I I-1 11=1 11=11511 I_111 11-' -" 0 I N SECTION A -A SCALE 1/4"=V-0" 109-05-018 NATIVE BACKFILL FINAL GRADE BEDDING MATERIAL D-1 _�\ 1.5 1- Piz GEOTEXTILE HDPE (NOTE 4) CULVERT CULVERT OUTLET A 0 4 8 FEET SCALE 4 0 2 4 FEET SCALE Y2"=1'-0„ ARCHITECTURAL I CIVIL I ELECTRICAL MECHANICAL RE -GRADE ROAD TO UNIFORM SIDE SLOPES TO PROVIDE DRAINAGE TO EXISTING DRAINAGE FEATURES VARIES EXISTING ROAD SURFACE ROAD 2% EXISTING GROUND 6" BASE COURSE (NOTE 7) C-1 OR D-1 NATIVE BACKFILL (NOTE 6) BLUE LAKE ROAD STRAIGHTING SECTION A -A SCALE 1 /4"=1 '-0" 1 - - - --- 12" 2:1 MAX IN SOIL, .5:1 MAX IN ROCK ,II I �I I r- I—I--"�I I I �I I SIT 4_-L1-1 1I- -I 11—i , NATIVE BACKFILL MATERIAL 6" SUBBASE 6" BASE COURSE C-1 OR D-1 (NOTE 6) w MIN 12" THICK o CLASS I RIPRAP 12 CULVERT W/ FLARED END SECTION 1.5 1 ,� CULVERT I.E. GEOTEXTILE !-III',*', II- I1=1II� "'-'-" Z 2 CULVERT 11=1 11=i i 1 DIAMETERS CULVERT INTAKE TYPICAL CULVERT DETAIL SCALE 1 /4"=1 '-0" 03-23-12 VAN ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS GEOTECHNICAL - 6 1 CUT � /4(MAX�/ (NOTE 6) GATE HOUSE ACCESS ROAD SECTION C-C SCALE 1/4"=V-0" 109-05-017 DESIGN ENGINEER DATE S.W. PERKINS 03-23-12 DESIGN CHECKED BY DATE DRAWN BY DATE CREATED M RIICHARDSON 03 G CHECKED BY DATE DRAWINK.C. MOEN 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 DC PC PE PROJECT MANAGER DATE S.M. HART 03-23-12 °I`" [INC COORD COD OOR ENGR E 5 1 4 RE -GRADE ROAD TO UNIFORM SIDE SLOPES TO PROVIDE DRAINAGE-\ TO EXISTING DRAINAGE FEATURES EXISTING ROAD SURFACE 10'-0" TYPICAL DITCH OUTLET SCALE 3"=1 '-0" 2% FILL ANY LOW AREAS WITH BASE COURSE C-1 OR D-1 (NOTE 6 & 7) BLUE LAKE ROAD RESTORATION SECTION B-B SCALE 1 /4"=1 '-0" 109-05-005 MIN 12" THICK 3 1 RIPRAP FINISH GRADE EL 22.0 EL VARIES (NOTE 2) NOTE 4 GEOTEXTILE LEVELING FILL TYPICAL DITCH DETAIL SCALE 1 /2"=1 '-0" TYPE D CONCRETE BACKFILL FINISH GRADE/ROAD SURFACE, D-1 BASE COURSE 6" SUB -BASE CULVERT/PIPE INSTALLATION POWERHOUSE PARKING AREA ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 0 HATCH HATCHASSOCIATES CONSULTANTS, INC. CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 1 2 SCALE 1 "=1 '-0" NOTES: 1. SEE SPECIFICATION SECTIONS 02310 AND 02630 FOR DETAILS OF MATERIALS AND INSTALLATION. 2. SIDE SLOPE VARIES TO ACCOMMODATE GEOMETRY OF ROAD, NOT LESS THAN 2H:1 V WITH SOIL SLOPES. STEEPER ALLOWED WITH ROCK SLOPES. 3. IF DITCH OUTLETS TO A ROCK SURFACE, EXCAVATION AND RIP -RAP PLACEMENT IS NOT REQUIRED. 4. TOE IN ALL GEOTEXTILE MIN 12" INTO SOIL. 5. PROVIDE CONCRETE IN AREAS OF THE ROAD THAT ARE MORE THAN 3" BELOW THE GRADE SHOWN ON THE DRAWINGS. 6. CONTRACTOR MAY ELECT TO USE EITHER BASE COURSE C-1 OR D-1 FOR ROAD SURFACING. 7. PROVIDE ADEQUATE QUANTITY OF BASE COURSE MATERIAL TO RESURFACE THE ENTIRE LENGTH OF BLUE LAKE ROAD WITH AN AVERAGE THICKNESS OF 3" 8. EXCAVATE ALL ORGANIC LAYERS PRIOR TO PLACING ROAD FILL MATERIAL. STANDARD DETAILS CIVIL/STRUCTURAL ROADS AND DRAINAGE DRAWING NUMBER 109-90-028 PROJECT No. A� H332360 °DREVNT 1 SAVED:03-23-2012 4:44pm Byjohn64914 E 0 C 0 n Q 0 N O CV N O O L.LJ F- F- O J ANSI D 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 A CURRI NI 3 v SLOPE CONCRETE AWAY FROM GROUND WELL AT THE RATE OF 1" IN 6" • 2'—� 0" GRADE (600) /o 6"vo \IIIII `III EE _o(150) 5/8HOLES o°'--Q SAN D I IN CD ^ o ti N IN ti SPLICE OF HORIZONTAL CABLES 6" (150)k L2 ti k (USE WHERE REQUIRED) TEE OF HORIZONTAL RUN L o DETAIL No.3 AND TAP CABLES TYPE US 2"(50) CROSS OF HORIZONTAL CABLES 1 CADWELD, BURNDY HYGROUND OR EQUAL LAPPED AND NOT CUT CABLE TO VERTICAL FLAT STEEL SURFACE STEEL PLATE COVER & HANDLE DETAIL N o. 4 A36 & HOT DIP GALVANIZED PLATE THROUGH CABLE TO TOP OF GROUND ROD DETAIL No.6 CADWELD, BURNDY HYGROUND OR EQUAL DETAIL No.5 D GROUND WELL DETAIL No.2 CADWELD, BURNDY HYGROUND OR EQUAL DETAIL N o. 1 CADWELD, BURNDY HYGROUND OR EQUAL TAG No. ITEM No. DESCRIPTION G131 1 GROUND ROD 3/4" X 10'-0 CADWELD 1034 2 12" X 3'-0" SCHEDULE 40 PVC PIPE 3 COVER, 3/8" STEEL PLATE 4 GROUND ROD CLAMP 2/0-250 BURNDY GAR6429 OR EQUAL TAG No. CABLE SIZE CADWELD MOLD No. WELD METAL RUN TAP G65A #2/0 AWG — VSC-2G #90 G13513 #4/0 AWG — VSC-2Q #115 COLUMN GROUND RISER 5'-0" GROUND RISER 5'-0" PIGTAIL CONDUCTOR SIZE AS NOTED ON PLAN SECURE TO COLUMN 1 2 3 PIGTAIL CONDUCTOR SIZE AS #2/0 AWG GROUND EVERY 4'-0" MAXIMUM EDGE OF NOTED ON PLAN FOUNDATION, PILE, ETC. 1" P.V.C. SLEEVE, 1 P.V.C. SLEEVE ELECTRICAL EQUIPMENT GROUND BUS EQUIPMENT SKID 3" H x 4" W x 3 /8" T STEEL loe PLATE WELDED TO BUILDING SEAL WITH SILICONE SEALANT SEAL WITH SILICONE SEALANT EQUIPMENT FOUNDATION ELECTRICAL EQUIPMENT OR STRUCTURE COLUMN NEUTRAL AXIS OR FINISHED FLOOR 2—P.V.C. CONDUIT STRAPS c° SEAL 1" PVC SLEEVE REQUIRED FOR EACH SLEEVE 1 SEAL 1" PVC SLEEVE 3 2 1 WITH SILICONE SEALANT WITH SILICONE SEALANT FIN. GRADE #4/0 AWG GROUND ; ° • • II II II II II I II II •° ° • •e 4 0 AWG BARE # / • ° COPPER GROUND RISER GRAVEL �� Rule • • ° WIRE TO UPPER LEVELS • C •' C = • N FOR GROUND CONNECTION CONNECT TO GROUND RISER - N DETAILS TO COLUMN REFER 41, AT COLUMN BASE WITH STATION GROUND LOOP EXOTHERMIC OR TO DETAIL No.12 4 BURNDY 'VERSITAP' PARALLEL TO MAIN GROUND LOOP SIZE AS NOTED ON PLAN COMPRESSION CONNECTION SEE PLAN FOR DETAILS TYPICAL FREE STANDING ELECTRICAL EQUIPMENT TYPICAL EQUIPMENT SUPPORT STRUCTURE CLAMP FOR COPPER SIZE AS NOTED ON PLAN GROUND CONNECTION (MECHANICAL) GROUND CONNECTION (MECHANICAL) TYPICAL STUB —UP THROUGH GRADE FINISHED GRADE ° • DETAIL No.9 DETAIL No.10 •° • • ' t' • •• °• •, • ' I�r ^ 11rTAll I\In 7 Tvnl/�nl C`TI I I In TI IMnl I/�u /�nnl/��CTC • 4' • • .' • I . ° • :• I I F_ I l_/ /A L D I V 0— U F I I IF\vUvu �vINk-.F\L I C DETAIL N o.8 ITEM DESCRIPTION ITEM DESCRIPTION !' •° • TYPICAL TAP FOR GROUND RISER ABOVE GRADE ELEVATION 1 SERVIT POST CONNECTOR BURNDY KC28B1 OR EQUAL 1 SERVIT POST CONNECTOR BURNDY KC2861 OR EQUAL 2 DURIUM HEXAGONAL NUT 5/8"-11 BURNDY HEN62 OR EQUAL 2 DURIUM HEXAGONAL NUT 5/8"-11 BURNDY HEN62 OR EQUAL 3 DURIUM SPLIT LOCKWASHER 5/8" BURNDY SW62 OR EQUAL 3 DURIUM SPLIT LOCKWASHER 5/8" BURNDY SW62 OR EQUAL 1" P.V.C. SLEEVE FASTEN SLEEVE AT COLUMN PVC COATED 4'-0" MAXIMUM SPACING STAINLESS STEEL 1" PVC COATED STAINLESS STEEL 1—HOLE CONDUIT STRAP DETAIL No.11 ITEM DESCRIPTION 1 BURNDY SERVIT POST CONNECTOR CAT. NO. KC2861 OR EQUAL 2 BURNDY DURIUM HEXAGONAL NUT 5/8"-11 CAT. NO. HEN62 OR EQUAL 3 BURNDY DURIUM SPLIT LOCKWASHER 5/8" CAT. NO. SW62 OR EQUAL 4 FBURNDY VERSITAP PARALLEL CLAMP CAT. NO. QPX2828 OR EQUAL B 1—HOLE CABLE STRAP "TAPCON" (2 REQ'D. PER SLEEVE MINIMUM) B 1 STAINLESS NOTES: STAINLESS "TAPCON" CONCRETE SCREW CONCRETE SCREW 3/16"x1 1/4" 000 RAIL SEAL 1" PVC SLEEVE FASTEN CABLE AT 2'-0" 3/16%1 1/4" OHO CONCRETE FACE EXPANSION 1. ALL CONNECTIONS MADE TO STEEL SHALL BE MADE AFTER REMOVAL WITH SILICONE SEALANT MAXIMUM SPACING QQ CONCRETE FACE • . • , •� •� JOINT --------,. OF ALL FOREIGN MATTER SUCH AS RUST, SCALE, PAINT, GREASE ETC., _ • ': .: f ' ' •+ . •:•, • •, •• • ' •'' FROM STEEL (BY GRINDING OR WIRE BRUSH CLEANING) ' • r • ° ••.• •'• s ' '•• • • .' •• f •• CADWELD TYPE W IMMEDIATELY PRIOR TO MAKING SUCH CONNECTIONS APPROPRIATE CORROSION .-. •• ° " •• '� ••' �• •'•• , •'• `•• �•'••� .'..w.;• •:,,.: RIGHT—HAND INHIBITORS NEED TO BE USED. FIN. FLR. 00 •• ,• •' a .. ,••; ; .: �• ••, « • •r• •„ .• . CONNECTION CADWELD TYPE W �� • •• °. • °• ° • ,• RIGHT—HAND 4/0 BARE CONNECTION 2. EXPOSED GROUND CONDUCTOR IS TO BE SUITABLY PROTECTED • ,. • • - FIN. GRADE TYPICAL PVC PIPE COPPER CABLE DURING CONSTRUCTION. • CADWELD TYPE W W.• a ti • ° • FASTENING METHOD LEFT—HAND CONNECTION 4/0 BARE 3. THE DRAWINGS REFLECT USE OF EXOTHERMIC CONNECTIONS BUT COMPRESSION 'd ' • • • ' ° TYPICAL CABLE FASTENING METHOD TO CONCRETE COPPER CABLE GROUND CONNECTION TO RAILS CONNECTORS ARE ACCEPTABLE. DETAIL No.14 •• DETAIL No.13 DETAIL No.15 • • TAG CABLE WELDER SLEEVE HAMMER WELD No. SIZE PART No. DIE METAL GA24A #4/0 AWG WRS-01—RH (RIGHT HAND) S01 F WD82 #90F80 • GA24B #4/0 AWG WRS-01—LH (LEFT HAND) S01 F WD82 #90F80 A TYPICAL CADWELD TO BUILDING COLUMN A DESIGN ENGINEER DATE G. HOLDEN 03-23-12 ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN IMF RfIACIC)N AFRTA NCINI MUPl (ONCE IS A VIOLATION OF ALASKA STATUTE HTLE R HARTER 48 SECTIONS 281 2 1 k 99F ELECTRICAL I _poi i ki 1 1 i Ai 1 _ Q r7I T11 1 K1 Q Akin 1 1 �A I I Q DETAIL N o . 12 DESIGN CHECKED BY DATE I (01 r-AAAKI n�—i�—� % SECTIONS 0 ITEM No. DETAIL No. CABLE SIZE CADWELD MOLD No. MOLD PRICE WELD METAL V. VV LLIYVII'1 .. .. �... '� _ ._.,..,.,,. ., .�.. ..... .. ...... _,. ..._ _ .,., .�.,,.,,. .., .,.�,..,.., _,, ., .,, _, __ _• ., _,. .., �..,: _., .,., 0 HATCHTmHATCH ASSOCIA TES CONSULTANTS, INC. SHEET 1 OF 3 DRAWN BY DATE CREATED J. COLEMAN 03-23-12 RUN TAP 1 GB39A #4/0 AWG — VBC 2Q C #150 DRAWING CHECKED BY DATE G. HOLDEN 03-23-12 DISCIPLINE LEAD ENGINEER DATE G. HOLDEN 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA o PROJECT ENGINEER DATE 03-23-12 A ISSUED FOR BID RJC GH PRR DRAWING NUMBER PROJECT No. A w P.R. RODRIGUE 03-23-12 BLUE LAKE EXPANSION PROJECT 109 - 9 0 -100 PROJECT MANAGER DATE z w DATE REV DESCRIPTION OF ISSUES & REVISIONS DRAFT ooRo PRIME DORD PRo FNFR S.M. HART 03-23-12 H332360 CURRENT REV ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 6 1 5 1 4 1 3 1 2 1 1 SAVED: 04-02-2012 1:05pm By coe112872 pANSI D 8 7 6 5 4 3 2 1 A (:URRI NI RK 1 /2"-13, 1 /2" DEEP-4 HOLES CADWELD TYPE SS CONNECTOR OR COMPRESSION SEE DETAIL #10 TO SUIT #2/0 AWG 1 TYPE GROUND CONDUCTOR, 1 TO SUIT #4/0 AWG 2 GROUND CONDUCTOR, 2 M 3 44 E #4/0 AWG E BARE COPPER CABLE ' •• •• °• SEAL 1" PVC SLEEVE •° ° WITH SILICONE SEALANT 1 3/4" NEMA • HOLE SPACING 3 1 /4" •• • ° ° EMBEDDED GROUND PLATE CABLE SPLICE TYPICAL GROUND PLATE CONNECTION • •' ' ' • ' ' ! DETAIL No.16 GROUND CONNECTION (MECHANICAL) CADWELD, BURNDY HYGROUND OR EQUAL DETAIL No.17 500mm LONG x 100mm WIDE x 6mm COPPER GROUNG BAR, c/w STANDOFF INSULATORS AND MOUNTING HARDWARE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ITEM DESCRIPTION 1 #2/0 AWG BARE SOFT DRAWN CU CONDUCTOR 2 CRIMP CONNECTOR COPPER HYLUG BURNDY YA26—L OR EQUAL 3 1/2"-13x1" DURIUM BOLT BURNDY HEB50x100 OR EQUAL 4 DURIUM SPLIT LOCKWASHER BURNDY SW50 OR EQUAL TYP I CAL MO 0 R GROUND CONNECTION (MECHANICAL) DETAIL No.20 ITEM DESCRIPTION 1 CRIMP CONNECTOR COPPER HYLUG BURNDY YA26—L OR EQUAL 2 CRIMP CONNECTOR COPPER HYLUG BURNDY YA28—L OR EQUAL 0 0® 0 0 0 D o o® D BURNDY TYPE VA BOLTED TERMINAL BURNDY TYPE VAA30 BOLTED TERMINAL FOR #4/0 AWG COPPER GROUND CONDUCTOR TO GROUND LOOP DETAIL No.21 GROUNDING BAR CABLE TO REBAR DETAIL No.23 CONNECT TO MAIN GROUND LOOP CADWELD, BURNDY HYGROUND OR EQUAL C C CABLE TRAY O OR 10 CABLE TRAY 9 8 9 10 CABLE TRAY 8 9 III III 9 8 9 CABLE TRAY THROUGH CABLE TO TOP OF GROUND ROD (D 10 10 0 OR 10 o AND TAP CABLE TAP REQUIRED AT 45FT MAXIMUM INTERVALS DETAIL N o. 22 CABLE TRAY CABLE TRAY B FID 12 o CADWELD, BURNDY HYGROUND OR EQUAL B 11 9 2 BOLTS PER BONDING JUMPER �l BOLT HEADS MUST BE INSTALLED ON 13 14 15 INSIDE OF TRAY 8 8 PARALLEL OF HORIZONTAL RUN DETAIL No.24 CABLE TRAY GROUNDING NOTES: CADWELD, BURNDY HYGROUND OR EQUAL TYPICAL CABLE TRAY GROUNDING ARRANGEMENTS 1. CABLE TRAY INSTALLATION SHALL BE ELECTRICALLY CONTINUOUS IN ACCORDANCE WITH NEC ARTICLE 318-7(b)(4). DETAIL N o. 1 9 2. A #4/0 AWG BARE COPPER GROUND CONDUCTOR SHALL BE ATTACHED TO THE TRAY AND RUN ALONG THE TRAYS ENTIRE LENGTH. IT SHALL BE CONNECTED TO THE TRAY APPROXIMATELY EVERY 10'-0". 3. ALL TRAY GROUND CONDUCTOR RUNS SHALL BE CONNECTED TO THE STRUCTURAL STEEL GROUND SYSTEM A MINIMUM OF TWO LOCATIONS AND/OR AT 80'-0" MAXIMUM SPACING VIA A #4/0 AWG GROUND CONDUCTOR. NOTES: A ITEM DESCRIPTION 8 #4/0 AWG, BARE M.H.D. COPPER GROUND CONDUCTOR, RUN THROUGHOUT CABLE TRAY SYSTEM 9 GROUND CONNECTOR, STEEL RUNG MOUNTED, c/w HARDWARE BURNDY CAT No. GC2929 OR EQUAL 10 SERVIT CONNECTOR, BURNDY CAT No. KS26 OR EQUAL 11 SERVIT POST CONNECTOR, BURNDY CAT No. KC28B OR EQUAL 12 #1 BARE COPPER, 600 AMP, 16", BONDING JUMPER, BURNDY CAT. B2F12 OR EQUAL 13 BOLT, 1/2"-13 X 1" 14 NUT, 1 /2"-13 15 LOCKWASHER, 1/2" 771 4. EXPANSION BONDING JUMPERS ARE REQUIRED AT ALL EXPANSION DESIGN ENGINEER SPLICE DATE 0 3 2 3 PLATES. 1 2 1. FOR NOTES SEE DWG. 109-90-100 ANY ITEM TO WHICH A PROFESSIONAL ENGINLLK HAS APPLILD IHEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND REGISTRATION STATUTE 'AS 08.48') BE BY OTHER PERSON, A G. HOLDEN — — LANDSCAPE ARCHITECTS ACT" (ALASKA MAY NOT ALTERED ANY UNLESS HE IS ELECTRICAL DESIGN CHECKED BY DATE ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR "ALTERED J. COLEMAN 03-23-12 SEAL, THE NOTATION BY" SIGNATURE, AND THE DATE A SUCH ALTERATION WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 4$ SECTIONS 281, 291 & 295. GROUNDING SECTIONS AND DETAILS DRAWN BY J. COLEMAN DATE CREATED 03— HATCH ASSOCIATES CONSULTANTS, INC. 0 HATCH SHEET 2 OF 3 DRAWING CHECKED BY DATE DATE G. HOLDEN 03-23-12 DISCIPLINE LEAD ENGINEER DATE G. HOLDEN PROJECT ENGINEER 03-23-12 DATE CITY AND BOROUGH OF SITKA, ALASKA 0 w 04-16-12 ISSUED FOR BID RJC GH PRR P.R. RODRIGUE 03-23-12 DRAWING NUMBER PROJECT No. PROJECT MANAGER DATE BLUE LAKE EXPANSION PROJECT A z DATE REV DESCRIPTION OF ISSUES & REVISIONS oCOORD PRIME PRo 109 - 9 0 -101 cuKRENI w ooRo CDORD FNFR S.M. HART 03-23-12 H332360 REV ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL1 1 6 1 5 1 4 3 1 2 1 1 SAVED: 04-16-2012 9:31am By coe112872 ANSI D 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 A (:HRRI NI RL� IF BARBED BOND TOP RAILS O IF BARBED WIRE IS AT INTERMEDIATE POSTS WIRE IS REQUIRED REQUIRED 3 TOP RAILZ 2 3 3 3 TOP RAIL E H HH 2 HHHHHH HHH� E HHHH HH HHHHHH HHHHH 2 O 5 2 2 INTERWOVEN THROUGH FENCE FABRIC (TYP) 1 O4 CORNER INTERWOVEN THROUGH POST INTERMEDIATE POST GATE POST 4 FENCE FABRIC (TYP) (TYP. AT EVERY (TYP. FOR OTHER POST OR EVERY GATE 12 M MAX.) POST) 1 1 5 2 1 4 1 TO MAIN GROUND LOOP TO MAIN//%�//��\/��%��\``\//��\/��//��\`. ,�. GROUND LOOP /- TO MAIN D GROUND LOOP D TYPICAL GROUNDING AT STATION ENCLOSURE FENCE TYPICAL GROUNDING AT STATION ENCLOSURE GATE DETAIL No. 25 DETAIL No. 26 ITEM DESCRIPTION 1 CONNECTOR, 2/0 CONDUCTOR TO 3" DIA PIPE, BURNDY GD 2026 OR EQUAL 2 CONNECTOR, 2/0 CONDUCTOR TO 2" DIA PIPE, BURNDY GAR 1826 OR EQUAL 3 CONNECTOR, 2/0 CONDUCTOR TO BARBED WIRE, BURNDY SERVIT KS26 OR EQUAL 4 CONDUCTOR, 2/0 BARE SOFT DRAWN COPPER ITEM DESCRIPTION 1 CONNECTOR, 2/0 CONDUCTOR TO 3" DIA PIPE, BURNDY GD 2026 OR EQUAL 2 CONNECTOR, 2/0 CONDUCTOR TO 2" DIA PIPE, BURNDY GAR 1826 OR EQUAL 3 CONNECTOR, 2/0 CONDUCTOR TO BARBED WIRE, BURNDY SERVIT KS26 OR EQUAL 4 CONDUCTOR, 2/0 BARE SOFT DRAWN COPPER 5 CONDUCTOR, FLEXIBLE COPPER BRAID, BURNDY BD 12 2N OR EQUAL C C B B NOTES: 1. FOR NOTES SEE DWG. 109-90-100 A IDESIGN ENGINEER 03-23-12 DATE ANY IIHM 10 WHICH A PHOFLSSIONAL ENGINEER HAS APPLIED IHLIH SEAL UNDER IHL "ARCHIIECIS, ENGINEERS, LAND SURVEYORS, AND 'AS A G. HOLDEN LANDSCAPE ARCH HLCISIRAIION ACI" (ALASKA SIAIUIL G8A8; MAY NOI BE ALILRED BY OIHLH ANY PERSON, UNLESS HE IS ELECTRICAL DESIGN CHECKED BY J. COLEMAN 03-23-12 DATE ACTING UNDER IIIL DIRLCHON 01 OR IS A LICENSED PH01LSSIONAL ENGINEER. IIIL ALILRING ENGINEER SHALL AIIIX 10 IIIL IILM HINE SEAL, IHE NOIAIION "ALIERLD BY", SIGNAIURL, AND IHL DAIL OF SUCH ALILHAIION, WIIH SPECIFIC DEF IHLILRAIION IN SCHIPIION OIL A ,A HL HLUISICN AHLA. NUN COMPLIANCE IS A VICLAIICN 01 ALASKA SIAIUIL, HILL 8, CHAT ILR 48, SLCHUNS 281, 291 & C9,. GROUNDING SECTIONS AND DETAILS DRAWN BY CAI J. RAWINGOCH CHECKED BY DATE CREATED 03 2A E-12 HA TCH ASSOCIA TES CONSULTANTS, INC. 0 HATCH SHEET 3 OF 3 CIQG. o HOLDEN 03-23-12 DISCIPLINE LEAD ENGINEER DATE G. HOLDEN 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA o PROJECT ENGINEER DATE w 03-23-12 ISSUED FOR BID RJC GH PRR P.R. RODRIGUE 03-23-12 DRAWING NUMBER PROJECT No. PROJECT MANAGER DATE BLUE LAKE EXPANSION PROJECT A 109 - 9 0 -102 z w DATE REV DESCRIPTION OF ISSUES & REVISIONS DRAFTING PRIME PRo COORo COORo FNRR S.M. HART 03-23-12 cuHRENI H332360 REV ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 6 1 5 1 4 1 3 1 2 1 1 SAVED: 04-02-2012 1:Olpm By coe112872