1 2 3 4 5 6 7 40'-6 40'-6 1.CONCRETE FINISH AND TOPPING .
23456740'-6"1.CONCRETE FINISH AND TOPPING PER WESCO WATERFEATURE DRAWINGS.2.COORDINATE CONCRETE PENETRATIONS WITH OTHERDISCIPLINES DRAWINGS.40'-6"Fwww.tetratech.comNOTES2S-13112" THICK WALL AT SCUPPERS,TYP 6 PLACES, LOCATION PERWATER FEATURE DWG'S3'-4"TYP3'-4"4'-10 1/2"217 SECOND STREET, SUITE 207JUNEAU, AK 99801MAIN: (907) 586-6400 FAX: (907) 463-367713'-2"TROUGHSLAB EXPANSIONJOINT PERPENDICULARTO WALLS, TYPSLESLSL25'-6"SLAB EXPANSION JOINTAT ELLIPSE AXIS, TYPFLAT SURFACE12'-6"3'-6"6'-8"2'-2"4'-6"SLAB EXPANSION JOINT AT45 DEGREES FROM VAULTCORNERS, TYP 4 PLACES2'-0"OPEN TO BELOW4'-9"SLAB EXPANSION JOINTAT ELLIPSE AXIS, TYPD6'-6"4'-4"1'-6"TYPSLSLS-151BYAPPROX EXTENT OFSCULPTURE BASETJT6'-6"1S-131FLAT SURFACE31"x3/16" TYPE W-19-4AL BAR GRATING,4'-0 OPENING DIAEMBED SST PLVAULT TOP SLAB ISA FLAT SURFACE1TOP PLANSCALE: 1/4" 1'-0"NADDENDUM #2TOP PLANBRIDGE PARK SCULPTUREAND POOL19-18-15DATEBMARKSUMP, SIZE AND LOC PERWATER FEATURE DWG'S1SLSL25'-6"- TIPTON, TIMAS-102Bar Measures 1 inchCopyright: Tetra Tech9/18/2015 1:57:37 PM - P:\12554\135-12554-15003\CAD\SHEETFILES\S-102 TOP SLAB PLAN BRIDGE PARK.DWGSLDESCRIPTIONSLAB EXPANSION JOINTAT CHAMBER WALL, TYPC
CEFLATSURFACET/CONC EL -0'-5 1/4"T/CONC EL -0'-5 1/4"SLT/CONC EL 0'-10"SLT/PAVERS EL 0'-0"217 SECOND STREET, SUITE 207JUNEAU, AK 99801MAIN: (907) 586-6400 FAX: (907) 463-3677110"T/WALLEL -0'-0 1/4"T/TROUGHEL -1'-10 3/8"OPENING W/ GRATING1'-6"8"T/FOOTINGEL -5'-0 1/4"2'-0"E1S-1011T/FOOTINGEL -7'-10"SECTIONSCALE: 1/4" 1'-0"BYT/CONC EL -0'-5 1/4"SLSLT/CONC EL 0'-10"DATET/PAVERS EL 0'-0"10"T/WALLEL -0'-0 1/4"T/TROUGHEL -1'-10 3/8"ADD ADD'L BARSAT SCUPPER LOC1'-6"OPENING W/ GRATING2S-101SECTIONSCALE: 1/4" 1'-0"T/FOOTINGEL -7'-10"1BRIDGE PARKSCULTPURE AND POOLSECTIONS8"T/FOOTINGEL -5'-0 1/4"2'-0"BADDENDUM TSURFACE1- TIPTON, TIMAS-131Bar Measures 1 inchCopyright: Tetra Tech9/18/2015 1:57:47 PM - P:\12554\135-12554-15003\CAD\SHEETFILES\S-131 SECTIONS BRIDGE PARK.DWG21S-151MARKCTJTD
3456SECONDARY POUR TO BE PLACED AROUND THE BASEOF THE WHALE SCULPTURE INTERIOR AFTER WHALESCULPTURE HAS BEEN ERECTED, OPENING TO REMAIN#4@12 EW T&BSLAB REINFTOPPING SLAB PER WATERFEATURE DRAWINGSGRATING SUPPORT TYPE 31'-3"EXPANSION JOINT10"FCURB AND TOPPINGSLAB PER WATERFEATURE DRAWINGS#4@12 EW T&BSLAB REINFCURB PER WATERFEATURE DRAWINGS10"ADD'L OPENINGREINF, TYP8"TYP#4@12 EF VERT, TYP#4@12 EW TOP, TYP#4@6 EW BOT, TYPSST GRATING, SEEPLAN FOR SIZE12" LAYER CBJ "SUBBASEGRADING A" OVER CBJ"SHOT ROCK BORROW", SEEGEOTECHNICAL REPORT#4@10 EF HORIZ, TYPWATERSTOP, TYP24-3/4"DIAx8" LONGSST WHS, EQ SPACINGSST PL3/8x8 EMBED BASEPLATE, WELD WHALE SUPPORTSTRUCTURE TO PLATE8"#4@12 EWPIPE PER WATERFEATURE ANDPIPING DWGS1 1/2"TYPWATERSTOP, TYP2'-5 7/8"6"2"R2'-1SECONDARY POUR TO BE PLACED AROUNDTHE BASE OF THE WHALE SCULPTUREINTERIOR AFTER WHALE SCULPTURE HAS BEENERECTED, COORDINATE W/ SCULPTURE ARTIST/2"#4@12 EW, TYP1'-6"11FILL W/ FLOWABLE FILLBEDDING MATERIALAFTER PIPE PLACEMENT8"2'-0"E7www.tetratech.com2217 SECOND STREET, SUITE 207JUNEAU, AK 99801MAIN: (907) 586-6400 FAX: (907) 463-36771APPROX EXTENT OFSECONDARY, POUR BY OTHERS1OPEN TO BELOW#4@12 EW12" LAYER CBJ "SUBBASEGRADING A" OVER CBJ"SHOT ROCK BORROW", SEEGEOTECHNICAL REPORT1S-131SECTIONSCALE: 1/2" 1'-0"1EDGE OF OPENING#4@9 EW T&B2S-131SECTIONSCALE: 1/2" 1'-0"3S-102PARTIAL PLANSCALE: 1/2" 1'-0"BYTJTDADDENDUM #29-18-15BRIDGE PARKSTRUCTURAL DETAILSDATEB1MARKAS-151Bar Measures 1 inchCopyright: Tetra Tech9/18/2015 1:57:59 PM - P:\12554\135-12554-15003\CAD\SHEETFILES\S-151 DETAILS BRIDGE PARK.DWG- TIPTON, TIMDESCRIPTIONC
1235467xxSELECT BOULDER PLACEMENT ASDIRECTED BY ENGINEERMATCHLINE: SEE SHEET L-203101FINEMATCHLE: SEESHEETLDEPT. OFFISH & GAMEPINE RAILFENCEPLACE 15 TONS OF 36"MINUS ROUNDEDBOULDERS TO COVERBROKEN PAVEMENT ASDIRECTED BY ENGINEERAL-231SHORELINE ENHANCEMENT AREAWITH JUTE MESH36" MINUS ROUNDEDBOULDERSHABITAT SNAGHABITAT LOG (ANCHOR WHENLOCATED BELOW ELEV. 23.0')HABITAT LOG/ROOT WAD(ANCHOR WHEN LOCATEDBELOW ELEV. 23.0')ROOT WAD (ANCHOR WHENLOCATED BELOW ELEV. 23.0')CSHORELINE BANKENHANCEMENT, TYP.ALKALI GRASS TO SAVEAND PROTECTL-252BNOTES:L-231 - CAROL OHLFS9/21/2015ALKALI GRASS TRANSPLANTLOCATION (RE-PLANT HERE)DREFER TO CIVIL DWGS FOR SITE GRADESTIDAL RANGE:BEXTREME HIGH WATER (EHW): 23.2'HIGH TIDE LINE (HTL): 20.8'MEAN HIGHER HIGH WATER (MHHW): 16.30'MEAN HIGH WATER (15.4): 15.40'L-231OMITAT-GRADEDECKINGSEAWALK, SEEARCH. DWGSBY1SHORELINE BANKENHANCEMENT, TYP.VERTICAL DATUM: MLLW 0.0INTERTIDALSTEPPING STONESSEAWALK, SEEARCH. DWGSDL-151DESCRIPTIONLANDSCAPEMATERIALS PLANSEAWALK WESTB1STEPS WITH HANDRAIL,SEE STRUCTURAL DWGSDATESEAWALK BOATPROW OVERLOOK,SEE ARCH. DWGSMARKPROTECTTRANSPLANTEDALKALI GRASS9/21/2015 ADDENDUM #2CMATCHLINE: SEE SHEET L-202SAVE AND PROTECTEXISTING ALKALI GRASSNA0EXISTINGSPIT10'20'SCALE: 1" 20'40'L-201Bar Measures 1 inchCopyright: Tetra Tech9/22/2015 4:04:00 PM - P:\JUNEAU DOWNTOWN SEAWALK\2015\CAD\SHEETS\JUNEAU L-202,203,204 LANDSCAPE MATERIALS PLANS - SEAWALK.DWG217 SECOND STREET, SUITE 207JUNEAU, AK 99801MAIN: (907) 586-6400 FAX: (907) 463-3677xwww.tetratech.comxLEGEND:
23ENHANCEMENT, TYP.546HABITAT LOG/ROOT WADDL-002A,BL-252FTIDE POOL, TYP.SAVE AND PROTECTEXISTING ALKALI GRASS20SEAWALK ABUTMENT, SEESTRUCTURAL. DWGS10#3159/21/2015LEGEND:36" MINUS ROUNDED BOULDERSHABITAT SNAG#4HABITAT LOG (ANCHOR WHENLOCATED BELOW ELEV. 23.0')HABITAT LOG/ROOT WAD(ANCHOR WHEN LOCATEDBELOW ELEV. 23.0')20- CAROL OHLFS25ROOT WAD (ANCHOR WHENLOCATED BELOW ELEV. 23.0')REGION #14'-0" LAYER OF 36" MINUSROUNDED BOULDERS ON SHOTROCK OR NATIVE SOIL. EMBEDTOE OF SLOPES. 3:1 GRADESEAWALK RAILING,SEE ARCH DWGSC25REGION #2E3'-0" LAYER OF COBBLE GRAVELSOIL MIX. 10:1 - 12:1 GRADEL-251BL-251SEAWALK ON ISLAND FILL SEEARCH DWGS (ELEV. 25.50')25#625REGION #3201'-4" LAYER OF COBBLE GRAVELSOIL MIX ON SHOT ROCK. 5:1GRADE15REGION #41'-0" LAYER OF GRAVEL SOIL MIXON SHOT ROCK. 7:1 GRADE20#5NOTES: AREGION #6HABITATBENCHSEE SPECS, SECTIONS, AND DETAILS FORFURTHER ISLAND AGGREGATE FILL MATERIALINFORMATIONREFER TO CIVIL DWGS FOR SITE GRADESTILL PLANTING SOIL TO A DEPTH OF 8"FILL INTERSTITIAL SPACE OF ROUNDED BOULDERSAND SHOTROCK WITH COBBLE GRAVEL SOIL MIX6" LAYER OF 10" MINUS COBBLEON 2'-6" LAYER OF GRAVEL SOILMIX ON SHOT ROCK. 5:1 GRADE#2CL-001TIDAL RANGE:EXTREME HIGH WATER (EHW): 23.2'HIGH TIDE LINE (HTL): 20.8'1MEAN HIGHER HIGH WATER (MHHW): 16.30'MEAN HIGH WATER (MHW): 15.40'VERTICAL DATUM: MEAN LOWER LOW WATER(MLLW) 0.01'-0" LAYER OF COBBLE GRAVELSOIL MIX ON 3'-0" LAYER OF 36"MINUS ROUNDED BOULDERS ONSHOT ROCK. 3:1 - 5:1 GRADE10BREGION #5SLOPE WITHROUNDEDBOULDERS10CL-251ROUNDED BOULDERS,BEYOND TOE TO CREATENATURAL EDGE, TYPICAL#1FL-251AL-231TIDE POOL,TYP.TOE OF SLOPE WITH VARIABLEGRADE. EMBED TOE BOULDERSBELOW EXISTING GRADESHRUBPLANTINGON SLOPEREGION #74" LAYER OF PLANTING SOIL ON2'-8" LAYER OF TOPSOIL ON SHOTROCK. 5:1 - 7:1 GRADEN010'20'SCALE: 1" 20'40'L-202Bar Measures 1 inchCopyright: Tetra TechSEAWALK SEE,ARCH DWGS209/22/2015 4:04:15 PM - P:\JUNEAU DOWNTOWN SEAWALK\2015\CAD\SHEETS\JUNEAU L-202,203,204 LANDSCAPE MATERIALS PLANS - SEAWALK.DWG#3#1LANDSCAPEMATERIALS PLANHABITAT ISLANDDMATCHLINE: SEE SHEET L-201L-251ESEAWALK ABUTMENT,SEE STRUCTURAL9/21/2015 ADDENDUM #2ANCHOREDHABITAT LOG, TYPREGION #LABEL, TYP.L-1511PROTECTTRANSPLANTEDALKALI GRASSSAVE ANDPROTECTEXISTINGALKALI 1SHORELINE BANKENHANCEMENT, TYP.DATEBwww.tetratech.comSAVE AND PROTECTEXISTING ALKALI GRASS217 SECOND STREET, SUITE 207JUNEAU, AK 99801MAIN: (907) 586-6400 FAX: (907) 463-3677REGION #4MATCHLINE: SEE SHEET L-203ROOT WADF7MARKL-231MATCHLINE: SEE SHEET L-2041
35467FDOTR.O.WEGANEEXTREME HIGH WATER(EHW)23.2'HIGH TIDE LINE (HTL)20.8'MIEAN HIGHER-HIGHWATER (MHHW)16.3'MEAN HIGH WATER (MHW)15.4'1LEGEND:.L217 SECOND STREET, SUITE 207JUNEAU, AK 99801MAIN: (907) 586-6400 FAX: (907) 463-36772www.tetratech.com1INLOWER LOW MARSH SEED MIX( EL. 11-15)EDR.HIGH MARSH SEED MIX 1( EL. 16-20)9/21/2015DEPT. OF LABOR BLDGEXISTING TREESROP.LINEPROJECTLBYEIMIT9/21/2015 ADDENDUM E.OMARKDOTRMATCHLINE: SEE SHEET L-204CMATCHLINE: SEE SHEET L-201MATCHLINE: SEE SHEET L-202BLANDSCAPESEEDING PLANCOVE BEACHNA01020SCALE: 1" 20'40L-207Bar Measures 1 inchCopyright: Tetra Tech9/22/2015 4:04:49 PM - P:\JUNEAU DOWNTOWN SEAWALK\2015\CAD\SHEETS\JUNEAU L-205,206,207,208 SEAWALK SEEDING SHEETS.DWG- CAROL OHLFSD
35467x(5) PMx23.2'HIGH TIDE LINE (HTL)20.8'MIEAN HIGHER-HIGHWATER (MHHW)16.3'MEAN HIGH WATER (MHW)15.4'xEXTREME HIGH WATER(EHW)F(25) SSMATCHLINE: SEE SHEET L-207DEPT. OFFISH & GAMEE: SEESHEETL102(11) AF(7) RN(5) RPEXISTING TREESLEGEND:HIGH MARSH MIX 1( EL. 16-20)(23) RNALKALI GRASS TO SAVEAND PROTECT(7) AF(3) RN(7) RP9/21/2015ALKALI GRASS TRANSPLANTLOCATION (RE-PLANT HERE)(6) RNMATCHL INE(13) CS(7) PM(10) RPV217 SECOND STREET, SUITE 207JUNEAU, AK 99801MAIN: (907) 586-6400 FAX: (907) 463-36772www.tetratech.com1(8) AFPLANTING NOTES:(9) RPVTCEJORPD(12) SS(9) RN(10) RSP(12) RN(12) RP(44) CS(7) PM(15) RPVSEE SHEET L-003 FOR PLANT SCHEDULEPLANT PLUG AND CONTAINER MIX PLANTSIN SAME-SPECIES CLUSTERS OF 5-17INDIVIDUALS(6) RP1(16) AF(8) RSP(3) PM(7) AU- CAROL OHLFS(9) AU(5) PM(5) RRD(3) RRD(30) SSSAVE AND PROTECTEXISTING ALKALIGRASS, TYP.INTERTIDALSTEPPINGSTONELANDSCAPEPLANTING PLANSEAWALK WESTBDATESEAWALK, SEEARCHTITECTUREMARK(6) AUDESCRIPTIONALKALI GRASSTRANSPLANT REPLANTLOCATION, TYP.1(6) AUC9/21/2015 ADDENDUM #2(21) CSMATCHLINE: SEE SHEET L-206NA01020SCALE: 1" 20'40'L-208Bar Measures 1 inchCopyright: Tetra Tech9/22/2015 4:05:26 PM - P:\JUNEAU DOWNTOWN SEAWALK\2015\CAD\SHEETS\JUNEAU L-209,210,211,212 SEAWALK PLANTING SHEETS.DWGLI1.2.BY(18) CSTMI
132546710-2"TRASH CANTABLE ENSEMBLE,TYPE ALOCATION OF POST TOPTOP RAIL BREAKLOCATION OF POST BASEFDECKING ELEV 25.5"5'-11TOP RAILBENCH REF 2/A-252SIMCONCRETE PLANTER AT ELEV 25.5:20SLO1PE10"EL 26.736'-3 11/16"ELEV 25.521'-4 9/16"7'-0"3'-7 5/8"ELEV 25.52'-5"16'-6 5/16"A-0071'-0"3'-0"EL 26.7CONCRETE BORDERELEV 25.52'-6"11'-8"4'-5"5'-0"4'-8 3/16"ELEV 26.52'-8 7/16" 2'-6 1/8"A-007"A-232EL 27.35/8EEL 26.1FABRIC CANOPY SUPPORTPOLE; 7-LOCATIONS, TYP8"8'-3/2"517'-2"1'-11"EL 28.4"7'-2 1/8"15'-5 5/8"1'-A-0071115'-'-8136/4"CONCRETE PLANTER, TYP.ELEV 26.07'-2 9/32"LANDINGELEV 26.52A-2511'-1A-25122"5'-6217 SECOND STREET, SUITE 207JUNEAU, AK 99801MAIN: (907) 586-6400 FAX: (907) 463-367758'-9"www.tetratech.com68'-11"Miro Marcel BodskyNo. A 14623FABRIC CANOPY ABOVEBRIDGE, WOOD PATTERN1:203'-0"CONCRETE PLANTER, TYP.ELEV 26.02'-6"2"D7'-2 9/32"OPE1/4"EL 26.7SL5'-252A-24EL 28.417'-6 3/16"POST TYPE 5, SLOPEDPOST TYPE 3, SLOPED1A-007BENCH REF 1/A-252BYA-007SCALE: 1/4" 1'-0"EDGE OF SEAWALK DECK3'-0"A-232BOAT PLANTABLE ENSEMBLE, TYPE B12'-3"WOOD INFILL6x12 DECKINGBBRIDGE3'-6"CONC PLANTER1'-0"ELEV 26.50'ELEV 25.50'TOP OF DECK1ADDENDUM #2BOAT PLAN AND SECTIONSEAWALK WEST18'-0"MARKA-2529/16/15318" DIAMETER GALVSTEEL FABRICCANOPY SUPPORTPOLE; 7-LOCATIONS,TYPICAL. POLES,FABRIC, CONNECTORS,DECK CONNECTION BYFABRIC VENDOR.DATECDESCRIPTION6'-0 1/16"REMOVABLE FABRICCANOPY22'-0"1AELEV 14.50'GRADE12A-232BOAT SECTIONSCALE: 1/4" 1'-0"02'4'SCALE: 1/4" 1'-0''8'A-232Bar Measures 1 inchCopyright: Tetra Tech9/24/2015 1:38:03 PM - EETFILES\A-232 -BOAT PLAN AND SECTION.DWG - BODSKY, MARCEL14EGWCONCRETE BORDERAT ELEV 25.5END OF WOOD DECK
tide pool, typ. d l-151 intertidal stepping stone a,b l-252 anchored habitat log, typ c l-001 shrub planting on slope f l-251 tide pool, typ. region #4 seawalk on island fill see arch dwgs (elev. 25.50') e l-251 b l-251 root wad habitat log/root wad c l-251 region # label, typ. a l-231 save and protect existing alkali grass protect transplanted .
AWJM, the abrasive particles are allowed to entrain in water jet to form abrasive water jet with significant velocity of 800 m/s. Such high velocity abrasive jet can machine almost any material. Fig. 1 shows the photographic view of a commercial CNC water jet machining system along with close-up view of the cutting head.
STP 989 Performance of Protective Clothing: Second Symposium S. Z. Mansdorf, Richard Sager, and Alan P. Nielsen, editors ASTM 1916 Race Street
Automotive EMC Is Changing Global shift towards new propulsion systems is changing the content of vehicles. These new systems will need appropriate EMC methods, standards, and utilization of EMC approaches from other specialties. Many of these systems will utilize high voltage components and have safety aspects that may make automotive EMC more difficult and safety takes priority! 20 .
What is the new NPA BTEC Level 3 Diploma? For learners employed in the role of pre-registration trainee pharmacy technicians Nationally-recognised Level 3 qualification, accredited by the General Pharmaceutical Council (GPhC) Can apply for professional registration with GPhC as pharmacy technicians Pharmacy technicians are registered professionals working within the regulatory .
Level descriptors for clinical CiPs Level 1: Entrusted to observe only . Level 1 Level 2 Level 3 Level 4 . Example IMT ES report October 2020 Please provide comments to justify your rating and identify any areas of concern or excellence From my own direct observations and comments recorded in all MCRs Dr X demonstrates a good degree of ability in managing a range of inpatient conditions .
The Cold War was a period in U.S History that began following World War II. It was marked by intense political rivalry between the U.S. and then Soviet Union. The two countries teetered on the brink of military action with one another for over four decades. However, the fear of nuclear annihilation prevented
Risk management is being acknowledged as an increasingly important discipline. These sound bites are aimed at providing the reader with succinct insight into some of the key issues impacting on risk management and governance.
Keywords: Corporate University, China, Conceptual Framework Introduction There has been a growing trend for organizations in corporate America to establish a Corporate University (CU), or the equivalent, in an effort to develop a systemic learning and development process for its human resources.
