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Home My WebLink AboutS - HBC AEA Design Drawings3 0 0 E m I APPROVED: o DSGN. a CHKD. CIVIL OWN, MECH. CHKD. SUeM. ELECT, o PROJECT MANAGER: a iUMPBACK CREEK HYDROEL ECTRIC PROJECT (FERC No. 8889) INTAKE / DIVERSION FACILITIES REHABILITATION 0 " ! ,Fairbanks Kodiak PROJECT G� LOCATION Gulf Of Alaska REVIEWED DISCIPDNE icen h PROJECT SITE (DWG C-01) c �jIF CORDOVA A '19 SEP 08I ISSUED FOR REVIEW REV. (DATE I NATURE OF REVISION BY I CHKD. I APPD. HUMPBACK CREEK HUMPBACK CREEK WATERSHED HUMPBACK CREEK PROJECT �REHABILITATIONI� FERC-8889 CEC-OS-HBC-02 COVER SHEET AND LOCATION MAPS o � �� o HARH Aces R&M CONSULTANTS, INC. 9101 Vanguard Drive Anchorage, Alaska 99507 The Energy Company 907 522 1707 voice • 907 522 3404 fax 9Y DATE DWG NO, ANCHORAGE, ALASKA 04/01/08 CEC DWG, N0. XXX-X-XX-xxxx-XXX 8889-XX s o_ 0 0 0 o_ ti 0 a �:, , DSGN. CHKD. CML OWN. '.. CHKD. IAECH. I sueM. ��• �.TlIXAi9al:rdda;i REVIEWED DWG N0. c-o1 G-02 G-03 C—01 C-02 C-03 C-04 C—OS C-06 C-07 C-08 S-01 S-02 S-03 S-04 S-05 S—O6 CEC N0. xx XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX DRAWING TITLE COVER SHEET AND LOCATION MAPS DRAWING INDEX GENERAL NOTES SITE PLAN PLAN AND PROFILE LEFT ABUTMENT STABILIZATION, PLAN AND SECTIONS INTAKE DIVERSION, EXCAVATION PLAN PENSTOCK AND TUNNEL, PLAN (SHEET 1 OF 4) PENSTOCK AND TUNNEL, PLAN (SHEET 2 OF 4) PENSTOCK AND TUNNEL, PLAN (SHEET 3 OF 4) PENSTOCK AND TUNNEL, PLAN (SHEET 4 OF 4) INTAKE/DIVERSION CONCRETE OUTLINE, PLANS DIVERSION DAM, SECTIONS AND DETAILS DIVERSION DAM, SECTIONS AND DETAILS INTAKE/DIVERSION CONCRETE OUTLINE, PLAN EL. 276 INTAKE CONCRETE OUTLINE, SECTION INTAKE CONCRETE OUTLINE, SECTIONS S-07* XX DIVERSION CONCRETE REINFORCING, PLAN AND SECTIONS 5-08* XX DIVERSION CONCRETE REINFORCING, SECTION AND DETAILS S-09* XX INTAKE REINFORCING, PLAN (SHEET 1 OF 2) S-10* XX INTAKE REINFORCING, PLAN (SHEET 2 OF 2) S-11* XX INTAKE REINFORCING, SECTIONS (SHEEP 1 OF 3) S-12* XX INTAKE REINFORCING, SECTIONS (SHEEP 2 OF 3) 5-13* XX INTAKE REINFORCING, SECTIONS (SHEET 3 OF 3) S-14* XX INTAKE CONCRETE REINFORCING, SECTIONS AND DETAILS S-15 XX PENSTOCK, ELEVATION (SHEET 1 OF 2) S-16 XX PENSTOCK, ELEVATION (SHEET 2 OF 2) * NOT INCLUDED FOR REVIEW 10 SEPT 08 JpN K YAaEE � G �'. CE 10a4 .' •qi '1'•e _ .... � yr DISCIPLJNE LEAD DWG N0. CEC N0. DRAWING TITLE S-17* XX PENSTOCK, SECTION AND DETAILS 5-18* XX THRUST BLOCKS PLANS, SECTIONS, DETAILS S-19* XX OUTLET PORTAL, PLAN AND SECTIONS 5-20* XX OUTLET PORTAL, SECTIONS AND DETAILS 5-21* XX INTAKE — MISC STEEL PLAN, SECTIONS, AND DETAILS S-22* XX INTAKE — MISC STEEL PLAN, SECTIONS, AND DETAILS 5-23* XX INTAKE — MISC STEEL PLAN, SECTIONS, AND DETAILS 5-24* XX OUTLET PORTAL — MISC STEEL PLAN, SECTIONS, AND DETAILS E-1* XX OVERALL PLAN, LEGEND E-2* XX POWERHOUSE SITE PLAN E-3* XX PENSTOCK PLAN E-4* XX TUNNEL PLAN E-5* XX INTAKE SITE PLAN E-6* XX POWERHOUSE PLAN E-7* XX INTAKE STRUCTURE PLAN E-8* XX GATE PLAN E-9* XX PENSTOCK, THRUST BLOCK DETAILS E-10* XX POWER ONE LINE DIAGRAM E-11* XX MONITOR/CONTROL POINTS LIST M-1* XX EXTERIOR SLUICE GATE PLANS, SECTION AND DETAILS M-2* XX INTERIOR SLUICE GATE PLANS, SECTION AND DETAILS M-3* XX PENSTOCK INLET CLOSURE GATE PLAN, SECTION AND DETAILS M-4* XX PENSTOCK EMERGENCY CLOSURE VALVE PLAN, SECTIONS AND DETAILS M-5* XX OVERFLOW SPILLWAY GATE PLAN, SECTION AND DETAILS M-6* XX OVERFLOW SPILLWAY GATE, SECTION AND DETAILS M-7* XX JIB CRANE M-8* XX INTAKE STRUCTURE HEATING /VENTILATION PLAN M-9* XX TUNNEL VENTILATION PLAN M-10* XX SCHEDULES, SECTIONS AND DETAILS * NOT INCLUDED FOR REVIEW 10 SEPT 08 � i�L�CIILIi' HUMPBACK CREEK PROJECT INTAKE/DIVERSION FERC-8889 ^REHABILITATION ^ DRAWING INDEX R&M CONSULTANTS, INC. I1fIIUII NUiILiI 9101 Vanguard Drive Anchorage, Alaska 99507 The Ener COm 00 907 522 1707 voice • 907 522 3404 fax 9Y P % DATE DWG ND. ANCHORAGE, ALASKA 04/01/08 G — O Z A 10 SEP OB ISSUED FOR REVIEW , REV. DATE NATURE OF REVISION BY CHKD. APPD. CEC DWG. NO. XXX�X-XX-XXXX-XXX GENERAL • FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND SLOPE • PROVIDE WEATHER PROTECTION DURING CONSTRUCTION TO PREVENT DAMAGE TO STOCKPILED MATERIALS AND NEW CONSTRUCTION • PROTECT EXISTING STRUCTURES AND ABURTANCES FROM DAMAGE DURING CONSTRUCTION. • REPORT TO THE OWNER UNSOUND STRUCTURAL OR GEOTECHNICAL CONDITIONS IF THEY ARE OBSERVED OR CREATED DURING CONSTRUCTION. • IMMEDIATELY REPORT TO OWNER'S REPRESENTATIVE CONDITIONS THAT VARY FROM THOSE SHOWN ON THE DRAWINGS. • COORDINATE WORK PLANS WITH OWNER'S REPRESENTATIVE. • ASSUMED CONCRETE DENSITY: 150 POE • ASSUMED STEEL DENSITY: 490 POE • DESIGN LIVE LOAD ON INTAKE SLABS: 250 PST • DESIGN POINT LOAD ON INTAKE SLABS: 6,500 LB CONCRETE Of. EXECUTE CONCRETE CONSTRUCTION AND CONCRETE TESTING IN FULL ACCORDANCE WITH THE LATEST EDITIONS OF ACI AND ASTM SPECIFIED REFERENCE STANDARDS C2. DIVERSION DAM AND THRUST BLOCK CONCRETE: PROVIDE CONCRETE MIX MEETING THE FOLLOWING REQUIREMENTS: MIX A • MIN PORTLAND CEMENT CONTENT (LB / CY OF CONC): • MIN FLY ASH CONTENT (% CEMENTATION MATERIAL): • MAX FLY ASH CONTENT (% CEMENTATION MATERIAL): • TOTAL AIR CONTENT (%): _____ • WATER / CEMENT RATIO: _ __ • COARSE AGGREGATE ASTM C33 NO. • MIN 56-DAY COMPRESSIVE STRENGTH (PSI): 3,000 PSI GROUT <<To be written based on specifications>> REINFORCING STEEL FOR CONCRETE R1. R2. R3. R4. R5. R6. MIX B • MIN PORTLAND CEMENT CONTENT (LB / CY OF CONC): - - - • MIN FLY ASH CONTENT (% CEMENTATION MATERIAL): __ • MAX FLY ASH CONTENT (% CEMENTATION MATERIAL): _ --- • TOTAL AIR CONTENT (%): _____ • WATER / CEMENT RATIO: R7. • COARSE AGGREGATE ASTM C33 NO. • MIN 56-DAY COMPRESSIVE STRENGTH (PSI): 3,000 PSI C3. INTAKE AND OUTLET STRUCTURE CONCRETE: PROVIDE CONCRETE MIX MEETING THE FOLLOWING REQUIREMENTS: • MIN PORTLAND CEMENT CONTENT (LB / CY OF CONC): - - - • MIN FLY ASH CONTENT (% CEMENTATION MATERIAL): _ __ • MAX FLY ASH CONTENT (% CEMENTATION MATERIAL): ----- TOTAL AIR CONTENT (%): - - • WATER / CEMENT RAT10: _ __ • COARSE AGGREGATE ASTM C33 NO. • MIN 28-DAY COMPRESSIVE STRENGTH (PSI): 4,000 PSI C4. MATERIALS FOR BEARING PAD CONCRETE • CEMENT GROUT: MASTER FLOW 928 GROUT AS MANUFACTURED BY MASTER BUILDERS, INC. • COURSE AGGREGATE: MAXIMUM AGGREGATE SIZE 3/8", WASHED CLEAN OF FINES, MEETING • ASTM C 33' GRADING SIZE NO. 8. • WATER: CLEAN, CLEAR, POTABLE AND NOT CONTAINING SUBSTANCES THAT CAUSE DISCOLORATION, ODOR, AND UNUSUAL TASTE. • MIX PROPORTIONS: ONE 55 LB BAG CEMENT GROUT MIXED WITH 25 LB. OF COURSE AGGREGATE (DRY WEIGHT). WATER MIX QUANTITY ACCORDING TO MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE REQUIRED STRENGTH GAIN AND WORKABILITY. • REQUIRED STRENGTH: COMPRESSIVE STRENGTH AT 3 DAYS: 3,000 PSI MINIMUM. COMPRESSIVE • STRENGTH AT 28 DAYS: 6,000 PSI MINIMUM. • AIR CONTENT: 5 TO 8% C5. MIXING AND PLACEMENT OF BEARING PAD CONCRETE • BEARING PAD CONCRETE SHALL BE MIXED TO A PLASTIC CONSISTENCY AND THE SLUMP SHALL NOT EXCEED 6 INCH SLUMP MEASURED WITH A STANDARD SLUMP CONE. BEARING PAD CONCRETE WITH EXCESS SLUMP MAY BE REJECTED BY THE ENGINEER. BEARING PAD CONCRETE REJECTED FOR EXCESSIVE SLUMP SHALL BE IMMEDIATELY DISPOSED AT AN AREA INDICATED BY THE ENGINEER. • BEARING PAD CONCRETE SHALL BE CONVEYED TO PLACE OF FINAL DEPOSIT BY METHODS THAT WILL NOT CAUSE SEPARATION OR LOSS OF MATERIAL. • BEARING PAD CONCRETE SHALL BE DEPOSITED IN OR CLOSE TO ITS FINAL POSITION; SEGREGATION DUE TO RE -HANDLING OR FLOWING SHALL BE AVOIDED. • BEARING PAD CONCRETE SHALL BE THOROUGHLY VIBRATED. VIBRATORS SHALL NOT BE HELD AGAINST EMBEDDED MATERIAL. TOP SURFACES SHALL BE CHAMFERED DURING PLACEMENT. • BEARING PAD CONCRETE SHALL NOT BE DROPPED AT A DISTANCE OF MORE THAN 3 FEET, AND SHALL NOT BE DEPOSITED AS A LARGE QUANTITY AT ANY POINT. RUNNING OR WORKING THE BEARING PAD CONCRETE SHALL NOT BE PERMITTED ALONG THE EDGE OF THE FORMS. • BEARING PAD CONCRETE SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT AND EMBEDDED ITEMS, AND INTO CORNERS OF FORMS BY EFFECTIVE VIBRATION. VIBRATORS SHALL PENETRATE EACH LAYER AND INTO THE TOP OF THE UNDERLYING LAYER. • SECURELY ANCHOR EMBEDDED ITEMS AND RESTRAIN THEM FROM FLOTATION OR MOVEMENT DURING PLACEMENT OF BEARING PAD CONCRETE. • INSTALL 3" PVC PIPES AROUND ANCHORS AND CAULK TO PREVENT CONCRETE FROM FLOWING INTO PT ANCHOR HOLES. • BEARING PAD CONCRETE SHALL NOT BE PLACED UNDERWATER NOR USED TO DISPLACE WATER EXCEPT AS APPROVED BY THE ENGINEER. DIVERSION AND CARE OF WATER D.1 INTAKE CONSTRUCTION <<To be written based on specifications>> D.2 DIVERSION DAM CONSTRUCTION <<To be written based on specifications>> EXCAVATION AND SLOPE STABILIZATION E1. LEFT ABUTMENT STABILIZATION • ESTIMATED VOLUME OF MATERIAL TO REMOVE: CY • FOLLOW REVIEWED EXCAVATION AND STABILIZATION PLAN E2. INTAKE EXCAVATION AND STABILIZATION • ESTIMATED VOLUME OF MATERIAL TO REMOVE: ___ CY 3 FOLLOW SUBMITTED AND OWNER REVIEWED EXCAVATION AND STABILIZATION PROCEDURES E3. DIVERSION DAM EXCAVATION E ESTIMATED VOLUME OF MATERIAL TO REMOVE: __ CY • FOLLOW SUBMITTED AND OWNER REVIEWED EXCAVATION AND STABIIZATION a ROCEDURES n APPROVED: y\ 0F 4(gS1' b jDSGN. REVIEWED /...:.................i..DISCIPICML>':Lnw w M `j LEN MECH. 1� also ,po....• Eo ELECT• o PROJECT MANAGER: E PROVIDE REINFORCING STEEL BARS FOR INTAKE/DIVERSION STRUCTURE. INCLUDE 2 COMPONENT EPDXY ADHESIVE, WIRE TIES AND ACCESSORIES. MATERIALS: a. REINFORCING BARS: ASTM A615, GRADE 60, DEFORMED, NEW BILLET -STEEL. b. CHAIRS, HANGERS, SPACERS AND OTHER SUPPORTS FOR REINFORCING BARS: CONCRETE, METAL OR OTHER APPROVED MATERIAL. FABRICATE IN ACCORDANCE WITH ACI 315. PLACEMENT: a. FURNISH AT FULL LENGTH TO THE EXTENT PRACTICAL. b. SPLICE ONLY AT LOCATIONS SHOWN ON APPROVED SHOP DRAWINGS OR AS OTHERWISE PERMITTED BY OWNER. c. PLACE ACCORDING TO DIMENSIONS AT CENTERLINE, UNLESS OTHERWISE PRESCRIBED. d. INSPECTION BY ENGINEER AS TO SIZE, SHAPE, LENGTH, SPLICING, POSITION AND QUANTITY, SHALL BE CARRIED OUT PRIOR TO CONCRETE PLACEMENT. e. ACCURATELY PLACE REINFORCING AND SECURE IN POSITION TO PREVENT DISPLACEMENT DURING PLACEMENT OF CONCRETE. E DO NOT DISTURB IN PREVIOUSLY PLACED CONCRETE. g. UNLESS OTHERWISE SHOWN OR DIRECTED, REINFORCING BARS SHALL BE PLACED NO CLOSER THAN 1 INCH OF CLEAR SPACE FROM ANCHOR BOLTS, FORM TIES, OR OTHE EMBEDDED METAL WORK. h. CONCRETE SUPPORTS FOR REINFORCING BARS SHALL NOT BE USED WHERE SUCH SUPPORTS ARE EXPOSED AT SURFACES OF CONCRETE. i. IMMEDIATELY BEFORE REINFORCEMENT IS EMBEDDED IN CONCRETE, CLEAN THE SURFACES OF BAR AND BAR SUPPORTS OF HEAVY FLAKY RUST, LOOSE MILL SCALE, DIRT, GREASE, OR OTHER FOREIGN SUBSTANCES. HEAVY FLAKY RUST THAT CAN BE REMOVED BY FIRM RUBBING WITH BURLAP OR EQUIVALENT TREATMENT, SHALL BE CONSIDERED OBJECTIONABLE. TOLERANCE 1. REINFORCING BARS TO TOLERANCES SPECIFIED BELOW: a. VARIATION OF PROTECTIVE COVERING: WITH COVER OF 2-1/2 INCHES OR LESS 1/4-INCH WITH COVER OF MORE THAN 2-1/2 INCHES 1/2-INCH b. VARIATION FROM INDICATED SPACING: 1-INCH ANCHOR BAR AND DOWELS INSTALLATION a. REINFORCING STEEL FOR ANCHOR BARS OR DOWELS SHALL BE PROVIDED WITH STANDARD HOOK GEOMETRY PER ACI 318. b. HOLES FOR ANCHOR BARS OR DOWEL INSTALLATION SHALL BE DRILLED AT A DIAMETER 1/8-INC GREATER THAN THE ANCHOR DIAMETER. HOLES SHALL BE DRILLED OR ROUGHENED WITH PERCUSSION DRILL. a HOLES SHALL BE CLEANED WITH COMPRESSED AIR, BRUSHED WITH WIRE BRUSH, AND CLEANED AGAI WITH COMPRESSED AIR. HOLES SHALL BE CLEANED AND SOUND AND FREE OF STANDING WATER OR FROST HOLES MAY BE DAMP. d. HOLES SHALL BE FILLED APPROXIMATELY HALF WAY WITH TWO -COMPONENT EPDXY ADHESIVE. HOLES SHALL BE FILLED FROM THE REAR OF THE HOLE SLOWLY WITHDRAWING THE STATIC MIXING NOZZLE TO AVOID CREATING AIR POCKETS. e. ANCHOR BAR SHALL BE PUSHED INTO HOLE WHILE TURNING IT SLIGHTLY TO INSURE POSITIVE DISTRIBUTION OF ADHESIVE. THE ANCHOR SHALL BE CONFIRMED TO BE FULLY SEATED AT THE BOTTOM OF THE HOLE AND SOME ADHESIVE WILL FLOW FROM THE TOP OF THE HOLE. f. TWO -COMPONENT EPDXY ADHESIVE SHALL BE ALLOWED TO CURE FOR TIME SPECIFIED BY THE ADHESIV MANUFACTURER PRIOR TO APPLYING ANY LOAD. STRUCTURAL STEEL S1. Materials shall meet the following grades/specifications: • STRUCTURAL STEEL SHAPESGRADE 50, ASTM A572 • STRUCTURAL STEEL PLATESGRADE 50, ASTM A57 • STRUCTURAL STEEL PINS GRADE 50, ASTM A58 • STRUCTURAL TUBINGASTM A53 • BOLTS FOR STRUCTURAL STEEL CONNECTIONSHIGH STRENGTH GRADE, ASTM A325 GALVANIZED) • NUTSASTM A563 (GALVANIZED • WASHERSASTM F435, TYPE 1 (GALVANIZED • WELDING ELECTRODESE70XX SERIES OF AWS SPECIFICATION A5.1 OR A5.5 UNLESS NOTED OTHERWISE S2. PROVIDE HOT -DIP GALVANIZED STRUCTURAL STEEL AS NOTED • CONTRACTOR -FURNISHED FERROUS METAL ITEMS SHALL BE GALVAIZED AS NOTED. • PERFORM GALVANIZING IN ACCORDNACE WITH ASTM A385 AND ASTM A53 WITH MINIMUM OF 2 OUNCES PER SQUARE FOOT OF SURFACE. • MINIMIZE DISTORTION AND TWISTING OF MEMBERS DURING GALVANIZING IN ACCORDANCE WITH ASTM A384. S3. GALVANIZING REPAIR PAINT: HIGH ZINC DUST CONTENT PAINT FOR REGALVAIZING WELDS IN GALVANIZED STEEL. PROVIDE PRODUCT MEETING MILITARY SPECIFICATIONS MIL-P-21035 (SHIPS). S4. ERECTION OF STRUCTURAL STEEL. • METAL FABRICATIONS SHALL BE PLACED ACCURATELY 0. • CONNECTIONS SHALL FIT ACCURATELY TOGETHER 0 ANCHOR BOLTS DRILLED IN CONCRETE EXPANSION ANCHORS (EXP ANC) ANCHORSALL MINIMUM EMBEDMENT ONO; HAVIT HILL FULLILIWINL, MINIMUM DIAMETER EMBEDMENT ALLOWABLE TENSION ALLOWABLE SHEAER 3 �' 1,290 LB 1,291 LB 4' 2,075 LB 2,169 LB 4 2,185 LB 3,524 LB g 5 g 3,075 LB 6,040 LB 11 6. 3,455 LB 7,000 LB VALUES SHOWN ARE FOR INSTALLED WITH SPECIAL INSTALLED WITH MINIMUM OTHERWISE ON THE DRAWINGS INSTALLATION WITH SPECIAL INSPECTION ALL EXP ANC SHALL BE INSPECTION UNLESS NOTED OTHERWISE ANCHORS SHALL BE SPACING FOR FULLY EFFECTIVE CAPACITY UNLESS NOTED PROVIDE ALL S.S. ANCHORS UND. ADHESIVE ANCHORS (ADH ANC) ADHESIVE ANCHORS SHALL BE THREADED AISI 304 SS AND SHALL HAVE THE FOLLOWING MINIMUM CAPACITIES AND MINIMUM EMBEDMENT UND; DIAMETER EMBEDMENT ALLOWABLE TENSION ALLOWABLE SHEAER ° 3° 2,540 LB 1,875 LB ° 4 3,690 LB 3,335 LB a° 5 a' 4,920 LB 4,685 LB 6 8,330LB 6,385 LB 7 10,250 LB 8,690 LB 1' 9' 10,910 LB 11,350 LB INSTALLATION OF ADHESIVE ANCHORS REQUIRES SPECIAL INSPECTION CONSISTENT WITH ICBO REPORT FOR SELECTED PRODUCT A➢HESIVE ANCHORS SHALL NET BE USED IN FIRE RESISTIVE CONSTRUCTION. ANCHORS SHALL BE INSTALLED WITH MINIMUM SPACING FOR FULLY EFFECTIVE CAPACITY UNLESS NOTED OTHERWISE ON THE DRAWINGS PROVIDE ALL SS. ANCHORS UNIT, SUBMITTALS <<to be edited based on specifications.>> SB I. THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR APPROVAL BY THE DESIGN ENGINEER: a. CONCRETE MIX DESIGNS. b.GROUT MIX DESIGNS (OR PROPRIETARY PRODUCTS PROPOSED). SB 2. THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR INFORMATION TO THE DESIGN ENGINEER: d. NOTICE OF FORM PLACEMENT. e. NOTICE OF REINFORCING STEEL PLACEMENT f.. NOTICE OF CONCRETE PLACEMENT. g. NOTICE OF GROUT PLACEMENT. h. NOTICE OF MECHANICAL EQUIPMENT PLACEMENT. i. NOTICE OF POST -TENSIONED ANCHOR TEST. j. RESULTS OF CONCRETE AND GROUT TESTING. SB 3. NO SHOP DRAWINGS FOR THE STEEL WORK ARE TO BE SUBMITTED. OWNER SUPPLIED MATERIALS ITEM OTY DESCRIPTION EXTERIOR SLUICE GATE 1 8 FT HIGH BY 3 FT WIDE WITH FLUSH BOTTOM SEAL INCLUDING CAST IRON THIMBLE FOR EMBE➢DING ❑N FACE ❑F ❑PENING. INTERIOR SLUICE GATE 1 2 FT HIGH BY 2 FT WIDE WITH FLUSH BOTTOM SEAL INCLUDING CAST IRON THIMBLE FOR EMBEDDING ❑N FACE OF ❑PENING. PENSTOCK INLET CLOSURE GATE 1 5 FT HIGH BY 6 FT WIDE WITH FLUSH BOTTOM SEAL INCLUDING CAST IRON THIMBLE FOR EMBEDDING ❑N FACE OF ❑PENING. PENSTOCK EMERGENCY CLOSURE 1 52 INCH DIAMETER BUTTERFLY VALVE WITH LIMITIRQUE VALVE OPERATOR. JIB CRANE 1 6,000 LB CAPACITY JIB CRANE WITH 20 FOOT AND SOCKET MOUNTED BASE INCLUDES ALL EMBEDDED MATERIALS. SDR32.5 HOPE PIPE. DIAMETERS ARE 54" ❑D, 50667" ID. EACH 54° HDPE PIPE WITH 20 FT LENGTH 12 SEGMENT HAS STUB END FLANGE FOR COMPRESSION FITTING TO JOIN SEGMENTS. 54" HDPE PIPE WITH MANHOLE AND 1 SDR32.5 HDPE PIPE WITH 36` DIAMETER HDPE MANHOLE ACCESS. 15'-9 LENGTH COMPRESSION COOPING 16 DUCTILE IRON BACKING RING COMPRESSION FITTING T❑ JOIN HOPE PIPE WITH FLANGED ENDS. CONTRACT 2 - INTAKE/DIVERSION REHABILITATION SUGGESTED CONSTRUCTION SEQUENCE 1. MOBILIZATION 2.ESTABLISH CAMP AND LAY DOWN AREA ADJACENT THE CEC BUNK HOUSE AND AT SPUR ROADS. 3. STABILIZE LEFT ABUTMENT WITH SPOILS MOVED UPSTREAM AND OUT EYAK ROAD. 4. INSTALL UPSTREAM AND DOWNSTREAM COFFERDAMS, AND DIVERSION FLUME. 5. EXCAVATE AND STABILIZE SLOPES FOR INTAKE STRUCTURE. 6. BUILD INTAKE TO EL. 284, INSTALL SLUICE GATES AND PENSTOCK CLOSURE GATE. T EXCAVATE ROCK FOR DIVERSION STRUCTURE. 9. BUILD DIVERSION DAM. 9. BUILD INTAKE TO FULL HEIGHT AND INSTALL TUNNEL ACCESS. 10. INSTALL SPILLWAY OVERFLOW GATE. 11. INSTALL PENSTOCK, PENSTOCK EMERGENCY CLOSURE VALVE, SADDLES, AND THRUST BLOCKS. 12. INSTALL WALKWAYS, STAIRS, AND LADDERS. 13. INSTALL DOWNSTREAM OUTLET PORTAL CLOSURE WALL, VENTILATION SYSTEM, AND TUNNEL ACCESS DOOR, 14.INSTALL REMAINING MECHANICAL AND ELECTRICAL EQUIPMENT. ABBREVIATIONS AB ANCHOR BLOCK EW EACH WAY ADH ADHESIVE EXP ANC EXPANSION ANCHOR ALT ALTERNATIVE ANC ANCHOR FF FAR FACE BM BEAM GEO GEOMETRY BOT BOTTOM H HIGH CB CATCH BASIN HE HIGH STRENGTH CHK CHECK HSS HOLLOW STRUCTURAL SECTION CJ CONSTRUCTION JOINT CL CENTERLINE ID INSIDE DIAMETER COL COLUMN IN INCHES GONG CONCRETE INFO INFORMATION CONN CONNECTION INV INVERT CP COMPLETE PENETRATION CTP CATALYST PAPER LET LEFT LET LIQUID PENETRANT WELD TEST DEC DEGREES DEM DEMOLITION m METER DEL DETAIL MAX MAXIMUM DIA DIAMETER MIT MANHOLE DIM DIMENSION MIN MINIMUM DWG DRAWING mm MILLIMETER DWL DOWEL D/S DOWNSTREAM NF NEAR FACE NDT NON DESTRUCTIVE TESTING EA EACH NOM NOMINAL EF EACH FACE NTS NOT TO SCALE EJ EXPANSION JOINT E ELEVATION PL PLATE EMB EMBEDMENT PT ANC POST TENSION ANCHOR ES EACH SIDE PROJ PROJECT SECTION INDICATOR DRAWING ON WHICH SECTION IS CUT SECTION LETTER A 0 DRAWING NUMBER ON WHICH SECTION APPEARS DRAWING ON WHICH SECTION APPEARS SECTION A SECTION LETTER 1 O DRAWING NUMBER ON WHICH SECTION IS CUT LEGEND NEW CONCRETE ®REINFORCED CONCRETE R RADIUS, RISER REBAR REINFORCING STEEL REINF REINFORCING, REINFORCED REF REFERENCE REQD REQUIRED RT RIGHT SCH SCHEDULE SHT SHEET SIM SIMILAR SST STAINLESS STEEL ST SURGE TANK STD STANDARD ST STEEL TEMP TEMPORARY TYR TYPICAL TIME TEMPERATURE TOS TOP OF STEEL GRAVEL BACKFILL STRUCTURAL FILL NEW CONCRETE W STEEL SURFACE SHOTCRETE UHMW-PE GROUT UHMW-PE ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE GINO UNLESS NOTED OTHERWISE U/S UPSTREAM VERT VERTICAL W WATT, WEST, WATER, WALL, WIDE W/ WITH W/0 WITHOUT WCB WORKER'S COMPENSATION BOARD WE WIDE FLANGE WP WEATHERPROOF, WORKPOINT 8889-XX _-----SHORELINE CAMP FACILITIES EXISTING POWERHOUSE AND LAY DOWN AREA PROJECT BOUNDARY FOR TRANSMISSION LINE TO SUBMARINE CABLE EXISTING THRUST BLOCKS (TYP.) !� CEC BUNKHOUSE w U U m a EXISTING PENSTOCK BRIDGE 3 0 U 3 `o m EXPANSION � JOINT EXISTING LOWER I �� 1) i� � , � � DOWNSTREAM PENSTOCK ��- �I��i I�,��i��TUNNEL�PORTAL�� „ � t �� l� )� /� "\ � ' . l— � s NEW PENSTOCK ' � I1 � � ��(��`�� T �NEL _.�� n / 1 > �-_ / �' i �11 t It Ir �� i � a� �_ � A � �r I i / � �„ � (� l ��%�i � �- � �� —� � INTAKE DIVERSION �,� I i r ��,� a �oii --� ��ti � �- --.—_ � i v � I1 ,i �i �I,i � � � i I ��` I A� � rJ` - Z_ � - �h -� N 1��\V�d� � �. � ii 'r � i �r'�' � r ILL t � �� L.6 �� r I i�r-,�� nrer/�M � E�.IvC f 1tiC .� scALE; r' = 1oD' A`;A11v,-��"� � �� _ _ C'UUI�R.ITI1��;.1�'�C. �'I �'�'%""' —'� INTAKE/DIVERSION o I'�I�✓=�"� �%--" — �;' HUMPBACK CREEK PROJECT 0 1Do zoo aoo aoo soo � �� /°'-� ` FERC-8889 REHABILITATION —�--��'�`�� CEC-08—HBC-02 o _ �� a SITE PLAN "' APPROVED: v�� I � �� OF. q�gS�1 o DSGN. REVIEWED /�ySP'� �9,j � Q �� HATCH RCNES �*' 49 Q' � '•*� R&M CONSULTANTS, INC. N CHKD. /..:...................:../ DISCIPLINE % J 9101 Vanguard Drive o CML !};,,,,,,,,,,,,,,,,,,,;,`� LEAD Anchorage, Aloska 99507 DWN. ! aae� w u� The Ener Com an a MECH. /+b'•, � 19�4 ; �/� 907 522 1707 voice • 907 522 3404 faz 9y P i � CHKD. 1��`°i;,, j1en'= r DATE DWG N0. sueM. ��• ��";�— ANCHORAGE, ALASKA 04/01/os C-01 A f0 SFP gH ISSUED FOR REVIEW , a PROJECT MANAGER. REV. DATE NATURE OF REVISION BY CHKD. APPD. CEC DWG. NO. XXX—X-XX—XXXX—XXX 8889-XX PLAN SCALE; 1" = 30' 0 30 60 90 120 150 WORKPOINT COORDINATES WP NORTHING FASTING 1 2,47 4,42fi.57 1,698,395.00 2 2,414,461.72 1,698,401.75 3 2,414,557.17 1,698,378.70 4 2,414,698.04 7,698,163.85 5 2,414,772,65 7,698,762.58 i 400 c� 3 '. ', '. '. '. Y 380 ', ° � EXISTING GRCUND 3 v 360 � - � , s v 340 �->_ owµ U ' � o u / �lil�i� OUTLET PORTAL z CO a; � w r w r 7�17i\ AND THRUST BLDCK n� N a $ 320 � \ o Ia- wl. E a in _ = DNERSION INTAKE i '. DAM � '. ``� N 300 � � � n � THRUST BLOCK EXISTING I PENSTOCK % 280 .� �111101111 or-t11111v 11i, I I II, t�tl �ll�llb tl �ilit�111�.11lllo,111i _ m � -� V 260 Ift�71Ir-111ii ,— _ I _ ._..... _..,li iiiia nr�niiii �o(Ilf�,lilfto�iill�tlli —�ffj� j�v Ir�oi11I— — _ ('(3Rf=)t)�%A erxr� � LLE('�1 RIC' +� -_ 220 L��iC�['L1tt1I�i�'L.I�tiC. a —1+00 —0+50 0+00 o+so 1+0o i+5o 2+00 2+50 3+00 3+so 4+ao 4+so INTAKE/DIVERSION o HUMPBACK CREEK PROJECT REHABILITATION FERC-8889 CEC—OS—HBC-02 a PROFILE PLAN AND PROFILE '!? SCALE: HORIZ t" = 30' `* APPROVED: _ o F�� VERT 1 " = 30' o DSGN. REVIEWED ��y�P'�� •� s�j o o � � �' � HA1CH RCBES N CHKD. %.'F:. 49 L�. �.. '.�J R&M CONSULTANTS, INC. o CML � :::::: � DISCIPLINE 9101 Vanguard Drive a DWN. MECH. Ib��': �Ktnyi�.�y'� �� 907 5221707 voice �e5907952273404 fax 9Y P Y . � N CHKO. 1�•.�•.,. .,.;��i he ner Com an sueM. ��• ��";��=� ANCHORAGE, ALASKA DATE DWG N0. 04/01/OS C-02 A 10 SEP 08 ISSUED FOR REVIEW Y �(�( �(�(YV YYY a PROJECT MANAGER: REV. DATE NATURE OF REVISION BY CHKD. APPD. CEC DWG. NO. XXX-/\�/\/\�/�/�/�/��/\I\/\ ��Z�I��•S�+ 1 i 355_� THE ACCURACY OF THE INFORMATION CONTAINED HEREIN, EffHER EXPRESSED OR IMPLIED. i i PPPROVED: _+� O F�q�\\ DSGN. REVIEWED /�y�P;••"... A�•Fr�1 .,• CHKD. /••�•••••••••••••••••••�••�� DISCIPLINE CML % ..:....................../ OWN. %a . • . / LEAD CHKD. MECH. (+' •.; �K�g�4��'// SUBM. ELECT. 1�\\\�"r�� PROJECT MANAGER: �I � � � � � I �I �� / ( � / CP8 � ` i I !� ' � i � / r i � � / � � ^� CP7 � � � �' � � �i � � � 2 --1 ,, � � / / ,' �� / / � � � / - ----�' -- � ,�/ / / � � / j � r / ----�--'� % � � -��,- . / / I l /l r E i / i I / � � I 1 �l i / � � � �� I �`� ' � % / �Ci / � I ��a2�� / � � �� I /� � / � I / � / � /�, ��. � i / � � / � �� I `•� / / } 1 1 ` �� i ,�o , / i 2 A � � � / I �-�---�- I %�- T i� J i � � � / / i l �� //� � / ( rt N c'S � ' / i S � j / � � / � I �—� � � / � / I � � �� o O� 2b �, � / / / \ / � ////, r� � , ,gyp / / I ��/ /,— / 2 r� % ( � � � � � � h� � / I � I r— / j /2A � � /, I I � i i f 2 I I � i PLAN SCALE; 1" = 5' 0 5 10 15 20 25 AS —BUILT No. Northin Eastin WP1 2414356.4037, 1698363.4399 WP2 2414361.3168, 1698358.3231 WP3 2414364.0210, 1698377.1713 WP4 2414368.3812, 1698364.3522 WP5 2414376.9431, 1698385.2324 WP6 2414384.5275, 1698368.6175 WP7 2414390.4177, 1698361.3274 WPS 2414389.9298, 1698357.4639 NOTE: 1. APPROXIMATE ROCK CONTOURS BASED ON SUBSURFACE INVESTIGATIONS COMPLETED IN MAY 2008. REFERENCE GEOTECHNICAL BASELINE REPORT. CONTOURS LOCATIONS SHOULD BE CONFIRMED ISSUED FOR REVIEW- 8/10/08 �� LLEC`1'lt(C.` HUMPBACK CREEK PROJECT FERC-8889 LEFT ABUTMENT PLAN AND 0R �� I R&M CONSULTANTS, INC. 9101 Vanguard Drive Anchorage, Alaska 99507 907 522 1707 vnlre • 907 522 3404 fnr REHABILITATION CEC-08-HBC-02 STABILIZATION SECTION The ANCHORAGE, ALASKA V^04/o1/08 V v v C-O3 A ID SFP 08 ISSUED FOR REVIEW �( VY YYYY YY�( REV. DATE NATURE OF REVISION BY CHKD. APPD. CEC DWG. NO. XXX-/\—/\/\�/\/\/\/\�/\/\/\ � � � • v U U O 2 E S N V) r N M U E � , f 2 0 / h � 3 l / ,�.` / I r`,_ / / ,� ,� , / _J �`' 1 / 1 �' / � -- ��,, � ., �--� � � � M � � � __-..,.,J ,��, o ors Mo / 2 �h o � � / i ,r' 2 r /%, �/ �, f,- '�' // / f - � � � � / �� / � � � / / I � � I -- � � �� 2�� / � � � �/ EL,\255,0 � I I ,/ � � l � ..zL// �- - _ C1 —'_`--_---- � ' � — —�- — — I— �_ {��---- ,� � � � � / / / � WP� — r ��.._ ��_____ �%� rr� o �' �j fv \ � CL EX" f'�� _rj I �'�� SLUICE / i \ / / � ' ( / EXC Vf 1 0 _%''' � 4'`O � � _- - � � r NOTE 1 � � / � ,, �� V `r I APPROVED: o DSGN. 0 `� CHKD. o DWN. CML a � MECH. CHKD. SUBM. a ��• o PROJECT MANAGER: a _ REVIEWED f � ?' �2 2 s / / 2� ;�.•"`.. A<qs,� PLAN •• 9 L> ' �� 49 �' � '*� DISCIPLINE SCALE; 1" = 5' ............. � I FM �K92�'y� :y=/� D 5 1O 15 20 25 A I10 SEP 08I ISSUED FOR REVIEW REV. DATE NATURE OF REVISION NOTES 1. APPROXIMATE ROCK CONTOURS BELOW STREAM BED MATERIAL REFERENCE GEOLOGICAL BASELINE REPORT. 2. REFERENCE DRAWINGS S—01 & 5-04 FOR GRID LINE LOCATIONS AND ORIENTATION OF SLUICE CHANNELS. TUNNEL WORKPOINT COORDINATES WP NORTHING FASTING 1 x x 2 x x � �'_' � Ei FC hI2lC � INTAKE/DIVERSION HUMPBACK CREEK PROJECT REHABILITATION FERC-8889 CEC-08-HBC-02 INTAKE/ DIVERSION EXCAVATION PLAN ��'� HA�CHRCR�S R&M CONSULTANTS, INC. 9101 Vanguard Drlve Anchorage, Alaska ssso7 The Energy Company 907 522 1707 voice • 907 522 3404 fax DATE DWG N0. C-04 ANCHORAGE, ALASKA o4/o1/os �/�/�/�/ �/�/�/ BY CHKD. APPD. CEC DWG. NO. XXX-X-XX-XXXX-XXX _/ /--- / / U_�__�._-- ___ A I I, , '1 i i � " ' I N m � j N i I I M 1 I � I I / ! � I 1 I i U ' i ` i i I � I` � �, O i � ,i i i 1 a � � ` 1 � o — � ;_ a rn � APPROVED: I a OSGN. 0 N CHKD. CML � DWN. a MECH. � CHKO, -o SUBM. ��• o PROJECT MANAGER: a — r'� V�••A`gs�v PLAN REVIEWED ��y�P' -F91� DISCIPLINE SCALE; 1" = 5' *r. }9 m........... / ..:...................:., � LEAD +L •'•: �KyZy� �• j� 0 5 10 15 20 25 •'• •'Oi /� � � � /� � � f /� i / / '' t / / / / / / o/ 2^� /2,�h 2�0 a ,/ � ��/ / : --- 2 (J 1� 11 (� �, � � i I I 1 � ' II \ j i \\ II \ L 61 I I I I � \ � \ — * EXCAVATION ELEVATION A I19 SEP 08I ISSUED FOR REVIEW REV. DATE NATURE OF REVISION • APPROXIMATE ROCK CONTOURS NOTES 1. CONTRACTOR DESIGNED FLOW DIVERSION THROUGH COFFER DAMS. DESIGN FOR MIN DIVERSION FLOW 600 CFS. ESTIMATE FLOW FOR SELECTED RETURN PERIODS PROVIDED IN SPECIFICATIONS, 2. INTAKE EXCAVATION PREVIOUSLY COMPLETED, OC)PE12A�I�IV L. I V`C. HUMPBACK CREEK PROJECT INTAKE/DIVERSION FERC-8889 REHABILITATION CEC-08—HBC-02 DIVERSION DAM EXCAVATION PLAN ®� � �' � HA1CH RCCES R&M CONSULTANTS, INC. 9101 Vanguard Drive Anchorage, Alaska ssfio� The Ener Com an 907 522 1707 voice • 907 522 3404 fax 9Y P Y DATE DWG N0. C ANCHORAGE, ALASKA o4/01/08�/�/ �/�/�/C�/—O�./,!�/�/ BY CHKD. APPD. CEC DWG. N0. XXX—X-/�/�—XXXX-XXX 8889-XX NOTES 1. REFERENCE DRAWING C-03 FOR WORKPOINT 3 COORDINATES. 2. REFERENCE DRAWINGS S-15 & 5-16 FOR ALL PENSTOCK STATIONING, 3. OWNER SUPPLIED 54" HOPE PIPE WITH STUB END AND DUCTILE IRON COMPRESSION COUPLING. E a m � I APPROVED: 0 DSGN. REVIEWED 0 w CHKD. o CML DWN. MECH. CHKD. SUBM. ELECT• o PROJECT MANAGER: m DISCIPLINE LEAD PLAN o s 10 15 20 zs A I10 SfP 09I ISSUED FOR REVIEW REV. DATE NATURE OF REVISION YA� I I I c E 1z, C;OOPEI2A I\i. 1tiC; HUMPBACK CREEK PROJECT I INTAKE/DIVERSION FERC-8889 REHABILITATION CEC-08-HBC-02 PENSTOCK AND TUNNEL PLAN (SHEET 2 OF 4) 0;&o L R&M CONSULTANTS, INC. 9101 Vanguard Drive 907 522 1707 oice • mu�nu 3404 fax The Energy C vompany DATE ANCHORAGE, ALASKA 04/01/Os BY CHKD. APPD, CEC DWG. NO. xxx-x-xx-xxxx�xxx 8889—XX :::• 1 d E 0 'n I APPROVED: O DSGN. XX 0 CHKD. XX o CIVIL DWN, XX N MECH. CHKD. XX SUBM. XX v CDT• o PROJECT MANAGER: a REVIEWED '' 49m � '*� DISCIPLINE PLAN A �10 SIF 08T� ISSUED FOR REVIEW REV.I DATE 1 NATURE OF REVISION -I NOTES 1. CONFIRM BLOCKOUT DIMENSIONS AND LOCATIONS WITH OVERFLOW SPILLGATE MANUFACTURER'S PLANS AND DIRECTIONS. 2. INSTALL EMBEDDED ANCHORS AND ABUTMENT PLATES FOLLOWING OVERFLOW SPILLGATE MANUFACTURER'S PLANS AND DIRECTIONS. 3. CONSTRUCT DIVERSION DAM TO CONTACT INTACT LEFT ABUTMENT ROCK, 4. ALTERNATE JIB CRANE INSTALLATION LOCATION, EMBED SOCKET AND REINF PER MANUFACTURER'S RECOMMENDATIONS. 5. PLACE DENTAL CONCRETE TO PROVIDE CONTACT WITH SOUND ROCK ON D/S EDGE OF DIVERSION DAM, 6. GATE STEM GUIDE IMBEDDED IN WORKING SLAB AT EL, 284 7. GATE STEM AND HOIST EQUIPMENT TO BE SUPPORTED ON STEEL FRAME. COOPERr1'l] 1.I:v'C. u HUMPBACK CREEK PROJECT uvinr�c�vivcnoivil FERC-8889 REHABILITATION CEC-08—HBC—no) INTAKE/DIVERSION CONCRETE OUTLINE PLAN R&M CONSULTANTS, INC. 9101 Vanguard Drive HA1CNACCfS Anchorage, Alaska 99507 The Energy Company 907 522 1707 voice • 907 522 3404 fax 9Y P Y DATE DWG N0. S- O 1 1 ANCHORAGE, ALASKA 04/01/08 BY CHKD. APPD. CEC DWG, NO. XXX-X-XX�XXXX—XXX 8889-XX v U U a E N n M i x U m 'o a` a .; a 0 s a `r' i APPROVED: Wo OSGN. 0 r' CHKD. CML d DWN. a MECH. CHKD. � SUBM. a ��• w o PR0.IECT MANAGER: a E D E _10^ I I -CREST , i � PT (TYP) I °� ° �. 270.93 I d � d ° �1 I a ° d NOTE F .. ° d e 1 I� t I l t ��; ` "y;[ d a � d ° t; � d. I ° � ° ° - ad ° ° d I d Y EL 253.0 ° � ° �� ° � �- SECTION A 1/4 -1 _0" S- lu/ E 1._9„ 2,_0. 4,_3,. 2._3.. I EL. 276.0 UHMW ABUTMENT I I I I PL (ES) (NOTE 4) �I I I I I ' I 1` I I I I I Ali; I I I\� I I I NOTE 5 1= I I I I� I u I I I I I I� I I EL 268.0 s I I I I I I �� ( EL. 267.5 I'ii1 I I I I I i I �. II\ m m. .. d' a d cd ° ,. °I d d , _ d ° d ° l�I�� . .. � � d° . � � II .II Iliad EL. 255.0 _. °. a � ° � �� REVIEWED :��P' .� DISCIPLINE �•k •��•,. •,% LEAD Q 7Y24 . s// SECTION C °Q ° Q . I Y� �1 ° I a .. �_ �� a. �f _ ° ..° ° NOTE 3 r1-2i °'d a EL 261.0 � � � d ° d °� �� ° � � � � °� d ' d ,�` d ° ��. � NOTE 6 ��' °. ° �_ �_� L d�° ° v � _ NOTE 2 �z11 t��. _ '` _ � a �c ,� a °' �1�..-� ��rv.. ° � � a' ��i„ ii�7il� EL 252.0 � � ° .� � c �° � .°_ . d _ �� LSOUND ROCK PROFILE DIVERSION DAM SLOPE INTERSECTION PT SECTION B NOTES 1. CRESQT GEOMETRY: I � X Y = 0.124x1.85 Y�,Y Y' _ 2. PLACE DENTAL CONCRETE TO EL. 252.0 ABOVE DIVERSION DAM FACE INTERSECTION WITH SOUND ROCK. 3. BED LEVEL WILL VARY WITH CREEK FLOW AND SEASONS. 4. ABUTMENT PLATE DIMS GIVEN ON 5-02, CONFIRM DIMS AND INSTALLATION REQUIREMENTS WITH OVERFLOW SPILLWAY PLANS AND RECOMMENDATIONS. 5. PROVIDE REINFORCING REQUIRED AS PART OF MANUFACTURER DESIGNED NOTE 6 STIFFENER AND EMBEDMENT SYSTEM. EL 261.0 6. PLACE DENTAL CONCRETE TO PROVIDE CONTACT WITH SOUND ROCK ON D/S EDGE OF DIVERSION OAM. IIII 111� ii is EL 258.0 � '� �+ C`Ut2DC) V�� HUMPBACK CREEK PROJECT INTAKE/DIVERSION FERC-8889 REHABILITATION CEC-08—HBC-02 DIVERSION DAM CONCRETE OUTLINE SECTIONS AND DETAILS o Q �`� � HA1CH ACN�S R&M CONSULTANTS, INC. 9101 Vanguard Drive Anchorage, Alaska 99507 The Ener Com an 907 522 1707 voice • 907 522 3404 fax 9Y P Y DATE DWG N0. S-0" ANCHORAGE, ALASKA o4/01/08 L A 10 SEP OB ISSUED FOR REVIEW REV. DATE NATURE OF REVISION BY CHKD. APPD. CEC DWG. N0. XXX—X�XX-XXXX'/�/�/� ��I��'D:�:1 EL. 284.0 EL. 284.0 PARAPET WALL ° I a d. EL. 277.0 I d _ EL. 274.0 � EL. 276.0 — Q— � — — — d ° � d n .a ad .. ° II I) ° d, �d°,.e ° ,. ° d°^ I .d.lJ CJ b° ed n .° n I I ° _d d d ' ° ° . ° .all KEY II. I � � a ad . � � ' l l EL. 268.0 I I v ° a ° ° �� .'d d° � ° :I `-! d I s`,° ,d° °° e I d Od da is d _ � � I. d � d° a e n n I d° ad ad � 4.4 ° ° � aq < a ,'°i Q EL. 258.0 �_____ ___. � d � --� -- —�_a .\ . � ° ° . ° �III� lit�L', � III � � • �f � � �' �II(�11 ,ill °III-+—+� -d �' EL. 252.0 ° � � � d III � .� ° III - M 0 0 3 v n U V a a E NOTES I 1. REFER TO NOTES 4 AND 5 ON DWG N0. 5-02. 2. DENTAL CONCRETE (TYP). SEE NOTE 7 ON DWG N0. 5-07. .o a a �3 O E s '� l APPROVED: Q DSGN. XX REVIEWED a CHKD. X% CML o �- OWN. XX MECH. N CHKD. XX SUBM. XX �o ELE�• o PROJECT MANAGER: a 49tn Al ............... JpN K YA9EE � 19R4 DISCIPLINE LFAD SECTION D '�4�-1'-°� S— iv SECTION A 1'-1 -0" 4 I I� �, lt/ C1 C B A IY D I I I c EL. 280.5 Ala �� CFD EL. 28 1 �-0" (TYP) EL. VARIES .� �\ �t``� NOTE EL. 25 QERSTOP SECTION E -« � � C`OIfL�UVA �__ � ELEC'1Ii1C'. COC)1'� IL�� I I' L. I "�C:� , HUMPBACK CREEK PROJECT INTAKE/DIVERSION FERC-8889 REHABILITATION CEC-08-HBC-02 INTAKE/DIVERSION CONCRETE OUTLINE SECTION o � ��' � HA1CH ACN�S R&M CONSULTANTS, INC. 9101 Vanguard Drive Anchorage, Alaska 99507 The Ener CORI OD 907 522 1707 voice • 907 522 3404 fax gY P y DATE DWG N0. ANCHORAGE, ALASKA 04/01/08 S- O 3 A 1gSEP98 ISSUED FOR REVIEW Y YY �(Y�(�( YY�( REV. DATE NATURE OF REVISION BY CHKD. APPD. CEC DWG. NO. XXX�/\�/\/�—/�/�/�/\—/\/�/� a 2 3 4 10'-0" 10'—O" E S-3 I I I 0 U u n s N N M S U c a 0 E a \ I I I G S-6 EL. 263.0 \ \� WP1 I EL. 26� .-6.. F _ S-5 _ EL. 267 I I I / EL. 263.0 `? a I / A ' % j' . l° / Y.: 6 / / - I I , ;� / � / ° � .I. .da ' H �// � / � I a I° ; � � � EL. 264.0 _ I ( E S-3 `r' I APPROVED: 0 0 N DscN. xx CHKD. XX o CML DWN. XX N MECH. CHKD. XX SUBM. XX -a ELE�• r o PROJECT MANAGER: a — REVIEWED 49� 1� ........... JOlN IL YAOFE � 1924 4" DISCIPLINE LEAD I 0 0 0 NI 4,_0„ 4,-0,. `>f p `.1 � �� EL 275.Oa I � a�j/�" I `r P I I a /� a 1._6„ I I 2'-8" I I 6 I I SLOPE _ I I _ _� I � I __-� I EL 268.0 I � .. I—�—�—�---- / I I I T I � j I I I I _ _ _ _ i I I _ I ' I I I I I ec � I o I I I I I i I I I I L M _1_�—I----- I � w I I a SLOPE 2% j I �.a`iI? 5._6..1 I d< /I 'I EL 275.0 G.9`�— I I ��, / �EL. 268.0 EL. 265.2 — I ( EL. 265.0 I I I _ -----� ,nll� iii�� FaR�lii�/I ;�i��l 0 .I PLAN EL. 276 EXISTING SHOTCRETE 1NNEL LINK• (TYP) M a PARTIAL PLAN EL. 284 NOTES 1. PROVIDE ROUGH OPENING BASED ON DOOR MANUFACTURER'S REQUIREMENTS. '.' ,' '� � ('(}[�..I)O'�'\ ,rter� � �L�C I12E(_' HUMPBACK CREEK PROJECT INTAKE/DIVERSION FERC-8889 REHABILITATION CEC-08—HBC-02 INTAKE/DIVERSION CONCRETE OUTLINE PLAN EL. 276 AND EL. 284 o Q ��`' � HA1CH ACAS R&M CONSULTANTS, INC. 9101 Vanguard Drive Anchorage, Alaska 99507 The Ener Com Ofl 907 522 1707 voice • 907 522 3404 fax 9Y P Y ANCHORAGE, ALASKA DA04 01 08 DWG N0. �� 04 A 10 SFP W ISSUED FOR REVIEW V V V V V Y V YYY REV. DATE NATURE OF REVISION BY CHKD. APPD. CEC DWG. NO. XXX®/��/�/��/�/�/�/��/�/�/� � � � • E-I:I:�'D:i:� NOTES 1. PROVIDE ROUGH OPENING FOR DOUBLE 3'-0"x7'-6" DOORS. 2. PROVIDE ROUGH OPENING FOR SINGLE 3'-6"x7'-6" DOOR. 3. STEEL WORK PLATFORM A7 EL. 275.0. E a 0 `� I APPRDVED: ro DSGN. XX 0 0 a CHKD. XX CML o DWN. XX MECH. N CHKD. XX SUBM. XX ti ELE�• o PRDJEGi MANAGER: a REVIEWED 49m AI '•. .................. .............. JO!!1 K YAdfE CE 1924 . . DISCIPLINE LEAD SECTION G 'i4"=''-0" S-1 S-4 A I10 SEP W I ISSUED FOR REVIEW REV. DATE NATURE OF REVISION SECTION H 'i4"=''-0� S-1 S-4 BY I CHKD. I APPD. __ � c�ool�Lr�.�� 1��. t:�t;;. HUMPBACK CREEK PROJECT INTAKE/DIVERSIO FERC-8889 REHABILITATION CEC-08—HBC—C INTAKE CONCRETE OUTLINE SECTION o � � �' � HA1CN ACCES R&M CONSULTANTS, INC. 9101 Vanguard Drive Anchorage, Alaska ssso7 The Ener Com an 907 522 1707 voice • 907 522 3404 fax 9Y P Y DATE DWG N0. ANCHORAGE, ALASKA o4/o1/OS�/�/ �/�/�/S-O6 CEC DWG. N0. XXX—X-/�/��/�/�/�/�—/�/�/� DRESSER COUPLING) --------- -"-- "--"----- rnu w rvo. �nr/ CI Cl/ATI(lAl U Z LOCATION STATION PLAN LENGTH TRUE LENGTH MATERIAL INSIDE DIAMETER OUTSIDE DIAMETER INVERT ELEVATION INTAKE DOWNSTREAM CONC FACE 0.00 265.00 2.Z5 2.25 CONCRETE START TRANSITION 2.25 264.97 6.75 6.75 STEEL 53.50 54.00 END TRANSITION 9.00 264.89 1.00 1.00 STEEL 53.50 54.00 END CONCRETE 10.00 264.87 15.31 15.31 STEEL 53.50 54.00 SADDLE N0.1 25.31 264.68 4.00 4.00 STEEL 53.50 54.00 EXPANSION JOINT �1 (DRESSER) 29.31 264.63 4.00 4.00 STEEL 53.50 54.OD SADDLE N0.2 33.31 264.58 4.00 4.00 STEEL 53.50 54.00 VALVE FLANGE JOINT 37.31 264.52 0.62 0.63 STEEL 54.00 EMERGENCY PENSTOCK CLOSURE VALVE 37.93 264.52 0.62 0.63 STEEL 54.00 VALVE FLANGE JOINT 38.55 264.51 4.00 4.00 STEEL 53.50 54.00 SADDLE N0.3 42.55 264.46 20.00 20.00 STEEL 53.50 54.00 SADDLE N0.4 62.55 264.20 20.00 20.00 STEEL 53.50 54.00 SADDLE NO.S 82.55 263.95 9.01 9.01 STEEL 53.50 54.00 ANCHOR BLOCK N0.12 91.56 263.83 0.50 0.50 STEEL 53.50 54.00 CHANGE SHELL THICKNESS 92.06 263.83 0.50 0.50 STEEL 53.50 54.25 ANCHOR RING 92.56 263.82 0.50 0.50 STEEL 53.50 54.25 BEND START 93.06 263.81 5.27 5.27 STEEL 53.50 54.00 0 v' I APPROVED: a DSGN. a `� CHKD. o DWN. CML a N MECH. CHKD. SUBM. v ��• o PROJECT MANAGER: a - REVIEWED DISCIPLINE LEAD ELEVATION SGLLE: t/4' = i'-0' 0 4 8 FEE7 SCALE: 4 _1,_O. LOCATION STATION PLAN LENGTH TRUE LENGTH MATERIAL INSIDE DIAMETER OUTSIDE DIAMETER INVERT ELEVATION ANCHOR BLOCK CENTER (BEND) 98.33 Z63.75 5.27 5.27 STEEL 53.50 54.00 BEND FINISH 103.60 263.68 0.50 0.50 STEEL 53.50 54.25 ANCHOR RING 104.70 263.67 0.50 0.50 STEEL 53.50 54.25 CHANGE SHELL THICKNESS 104.60 263.67 0.50 0.50 STEEL 53.50 54.00 ANCHOR BLOCK EXIT 105.10 263.66 ECCENTRIC REDUCER (NOTE 5) 6.47 6.47 STEEL 50.68 54.00 STEEL TO HDPE JOINT 117.57 263.58 2.00 2.00 HDPE 50.68 54.00 SADDLE N0.6 113.57 263.55 6.75 6.75 HDPE 50.68 54.00 MANHOLE 120.32 Z63.46 7.00 7.00 HDPE 50.fi8 54.00 HDPE JOINT 54/54 127.32 263.38 2.00 2.00 HDPE 50.68 54.00 SADDLE N0.7 129.32 263.35 18.00 18.00 HDPE 50.68 54.00 HDPE JOINT 54/54 147.31 263.12 2.00 2.00 HDPE 50.68 54.00 SADDLE N0.8 149.31 263.09 18.00 18.00 HDPE 50.68 54.00 HDPE JOINT 54/54 167.31 262.86 2.00 2.00 HDPE 50.68 54.00 SADDLE N0.9 169.31 262.84 18.OD 18.00 HDPE 50.68 54.00 HDPE JOINT 54/54 187.31 262.61 2.00 2.00 HDPE 50.68 54.00 SADDLE N0.10 189.31 262.58 18.00 18.00 HDPE 50.68 54.00 A I10 SEP OBI ISSUED FOR REVIEW REV. DATE NATURE OF REVISION BY I CHKD. I APPD. ■ w Q NOTES 1. ALL DIMENSIONS ON PENSTOCK ELEVATION ARE APPRO%IMATE. TABULATED STATIONING AND DIMENSIONS GOVERN. PENSTOCK SLOPE IS NOT SHOWN ON THIS DRAWING. 2. 54"DIA BUTTERFLY VALVE (HENRY PRATi OR EQUAL) WITH AUMA ELECTRIC ACTUATOR (OR EQUAL). 3. STEEL 54.25"OD, 53.5"ID WITH 4"HIGH x 5/8" THICK THRUST RING ATTACHED BY 1/4" FILLET WELDS EACH SIDE. 4. FLAT FACED STEEL FLANGE TO MATCH DIMENSIONS AND BOLTING PATTERN OF OWNER SUPPLIED COMPRESSION COUPLING, WITH OWNER SUPPLIED HDPE PIPE SEE NOTE 6 BELOW. 5. STEEL ECCENTRIC REDUCER 54"OD 53.5"ID TO 51.18"OD 50.68"ID 6. SEE DWG G-03 AND TABLE OF OWNERS SUPPLIED MATERIAL. DETAILS FROM MANUFACTURER GIVEN ON REF DWG. CONFlRM ALL DIMENSIONS. � C`t?RI)t�Vi`� Ll_�.(_ 1 KI(' HUMPBACK CREEK PROJECT �REHABILITATION�� FERC-8889 CEC-08-HBC-02 PENSTOCK ELEVATIONS SHEET 1 OF 2 ®� ��' o NR�CN ACAS R&M CONSULTANTS, INC. 9101 Vanguard Drive Anchorage, Alaska 99507 The Ener Com an 907 522 1707 voice • 907 522 3404 fax 9Y P Y ANCHORAGE, ALASKA DATE DWG NO. 04/o�/os S- 1 5 CEC DWG. N0. XXX-X-XX-XXXX-XXX ��l�I�l��.T��