B O S L E Y W A S H DETENTION BASIN
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1 B O S L E Y W A S H DETENTION BASIN MESA COUNTY WATE DIVISION 5 WATE DISTICT 72 DAM I.D. NUMBE LIST OF DAWINGS IS CONTAINED ON SHEET 2. MANDATOY PE-BID CONFEENCE I HEEBY DECLAE THAT THESE PLANS FO THE BOSLEY WASH DETENTION BASIN WEE PEPAED BY ME O UNDE MY DIECT SUPEVISION FO MESA COUNTY IN COMPLIANCE WITH THE EQUIEMENTS OF THE COLOADO DIVISION OF WATE ESOUCES AS OF THE 21st DAY OF March, POJECT LIST OF CONTACTS Bosley Wash JASON THOM, P.E. COLOADO P.E. No Digitally signed by: Jason Thom APPOVED ON THE 2ND DAY OF, APIL Stormwater Detention Basin ACEC Boundary MESA COUNTY DEPATMENT OF PUBLIC WOKS 200 South Spruce Grand Junction, CO KEVIN G. EIN STATE ENGINEE WILLIAM T. MCCOMICK III, COLOADO P.E. No CHIEF, DAM SAFETY BANCH I-70 Kerns Dr G oad 619 Main Street, Suite 135 Grand Junction, CO THESE PLANS EPESENT THE AS-CONSTUCTED CONDITIONS OF THE BOSLEY WASH DETENTION BASIN TO THE BEST OF OU KNOWLEDGE AND JUDGMENT, BASED IN PAT ON INFOMATION FUNISHED BY OTHES AS OF THE DAY OF, /4 oad 34 oad F 3/4 oad JASON THOM, P.E. COLOADO P.E. No. NOT TO SCALE G1 1
2 SUMMAY OF ESTIMATED QUANTITIES LEGEND SHT. GENEAL SHEET INDEX 1 G1 COVE SHEET 2 G2 GENEAL NOTES, SUMMAY OF ESTIMATED QUANTITIES, LEGEND, AND SHEET INDEX 3 G3 DESIGN TABLES, CUVE TABLES FO DETENTION BASIN AND SPILLWAYS 4 G4 FACILITY SITE PLAN AND SUVEY CONTOL 5 G5 DETENTION BASIN SITE PLAN, GEOTECHNICAL LOCATIONS, AND MONITOING POINTS CIVIL Group 1 6 C1-1 DETENTION BASIN GADING PLAN 7 C1-2 EMBANKMENT EXCAVATION PLAN AND POFILE 8 C1-3 EMBANKMENT EXCAVATION INSET DETAILS 1 & 2, AND GADING POINT TABLE ABBEVIATIONS Group 2 9 C2-1 EMBANKMENT PLAN AND POFILE 10 C2-2 TYPICAL DAM S AND DETAILS 11 C2-3 EMEGENCY SPILLWAY PLAN AND POFILE 12 C2-4 EMEGENCY SPILLWAY TAINING DIKE AND WEST EMBANKMENT ACCESS AMP PLAN 13 C2-5 EMEGENCY SPILLWAY AND TAINING DIKE S AND DETAILS 14 C2-6 DAM COSS-S STA TO STA C2-7 DAM COSS-S STA TO STA C2-8 DAM COSS-S STA TO STA C2-9 DAM COSS-S STA TO STA C2-10 DAM COSS-S STA TO STA C2-11 DAM COSS-S STA TO STA Group 3 20 C3-1 OUTLET CHANNEL PLAN AND POFILE 21 C3-2 OUTLET CHANNEL PLAN AND POFILE 22 C3-3 OUTLET CHANNEL S AND DETAILS 23 C3-4 SPILLWAY BACKFILL S AND DETAILS 24 C3-5 IPAP CHANNEL DOP INLET DETAILS 25 C3-6 TASH ACK GENEAL NOTES Group 4 26 C4-1 SEDIMENT BASIN GADING PLAN 27 C4-2 WEST DOP STUCTUE 28 C4-3 WEST DOP STUCTUE LAYOUT 29 C4-4 EAST DOP STUCTUE 30 C4-5 EAST DOP STUCTUE LAYOUT 31 C4-6 BOX CULVET oad 32 1 TYPICAL OAD COSS-S AND DETAILS 33 2 OAD PLAN AND POFILE STA TO OAD PLAN AND POFILE STA TO OAD PLAN AND POFILE STA TO OAD PLAN AND POFILE STA TO OAD PLAN AND POFILE STA TO OAD PLAN AND POFILE STA TO OAD COSS-S STA TO 9+00 oad Design 40 9 OAD COSS-S STA TO OAD COSS-S STA TO OAD COSS-S STA TO STUCTUAL 43 GS1 GENEAL STUCTUAL - NOTES, SYMBOL IDENTIFICATION & STANDAD DETAILS 44 GS2 GENEAL STUCTUAL - STANDAD DETAILS 45 S1 SPILLWAY STUCTUE - PLAN VIEW 46 S2 SPILLWAY STUCTUE - ISOMETIC VIEWS 47 S3 SPILLWAY STUCTUE - ELEVATIONS 48 S4 SPILLWAY STUCTUE - ELEVATIONS 49 S5 SPILLWAY STUCTUE - S 50 S6 SPILLWAY STUCTUE - WALL S S7 SPILLWAY STUCTUE - WALL S Structural Design BOSLEY WASH DETENTION BASIN GENEAL NOTES, SUMMAY OF ESTIMATED QUANTITIES, LEGEND, AND SHEET INDEX 2 G2
3 G3 3BOSLEY WASH DETENTION BASIN DESIGN TABLES, CUVE TABLES FO DETENTION BASIN AND SPILLWAYS STAGE STOAGE CUVE STAGE STOAGE COMPUTATIONS EATHWOK QUANTITY SUMMAY TABLE
4 G4 4BOSLEY WASH DETENTION BASIN FACILITY SITE PLAN AND SUVEY CONTOL SUVEY CONTOL TABLE ebar/cap ebar
5 5 BOSLEY WASH DETENTION BASIN G5 TYPICAL MONITOING POINT NOTES DETENTION BASIN SITE PLAN, GEOTECHNICAL LOCATIONS, AND MONITOING POINTS
6 BOSLEY WASH DETENTION BASIN DETENTION BASIN GADING PLAN GADING POINT TABLE C1-1 6
7 BOSLEY WASH DETENTION BASIN EMBANKMENT EXCAVATION PLAN AND POFILE S C O 7 C1-2
8 1 INSET DETAIL EMBANKMENT EXCAVATION STA TO STA INSET DETAIL SPILLWAY AEA AND TOE DAIN TEMINATION EXCAVATION STA TO STA GADING POINT TABLE GADING POINT TABLE GADING POINT TABLE BOSLEY WASH DETENTION BASIN EMBANKMENT EXCAVATION INSET DETAILS 1 & 2, AND GADING POINT TABLE 8 C1-3
9 SHEET 10 EMBANKMENT DAM CONTOL LINE ALIGNMENT BOSLEY WASH DETENTION BASIN EMBANKMENT PLAN AND POFILE 9 C2-1
10 1 DETAIL DAM EMBANKMENT CAMBE AND OAD SUFACING 2 DETAIL EMBANKMENT TOE DAIN A TYPICAL DAM EMBANKMENT BOSLEY WASH DETENTION BASIN TYPICAL DAM S AND DETAILS B TYPICAL UPSTEAM TOE EXCAVATION STA TO STA C2-2
11 EMEGENCY SPILLWAY CONTOL LINE ALIGNMENT DATA BOSLEY WASH DETENTION BASIN EMEGENCY SPILLWAY PLAN AND POFILE 11 C2-3
12 BOSLEY WASH DETENTION BASIN EMEGENCY SPILLWAY TAINING DIKE AND WEST EMBANKMENT ACCESS AMP GADING PLAN GADING POINT TABLE GADING POINT TABLE 12 C2-4
13 A TAINING DIKE TYPICAL SEE SHT. C2-3 B SPILLWAY MOUTH SEE SHT. C2-3 C SPILLWAY AT CEST SEE SHT. C2-3 D SPILLWAY SEE SHT. C2-3 BOSLEY WASH DETENTION BASIN EMEGENCY SPILLWAY AND TAINING DIKE S AND DETAILS E FILL SEDIMENT BEM SEE SHT. G5 F OCK SEDIMENT BEM SEE SHT. G5 13 C2-5
14 BOSLEY WASH DETENTION BASIN STA TO STA DAM COSS S 14 C2-6
15 BOSLEY WASH DETENTION BASIN STA TO STA DAM COSS S 15 C2-7
16 BOSLEY WASH DETENTION BASIN STA TO STA DAM COSS S 16 C2-8
17 BOSLEY WASH DETENTION BASIN STA TO STA DAM COSS S 17 C2-9
18 BOSLEY WASH DETENTION BASIN STA TO STA DAM COSS S C
19 BOSLEY WASH DETENTION BASIN STA TO STA DAM COSS S C
20 BOSLEY WASH DETENTION BASIN SPILLWAY AND OUTLET CHANNEL PLAN AND POFILE 1 DETAIL WATE MAIN POTECTION SLAB 20 C3-1
21 BOSLEY WASH DETENTION BASIN SPILLWAY AND OUTLET CHANNEL PLAN AND POFILE 21 C3-2
22 A SPILLWAY BACKFILL C B OUTLET CHANNEL INSET DAIN CONFIGUATION BEHIND WINGWALLS BOSLEY WASH DETENTION BASIN OUTLET CHANNEL S AND DETAILS 1 DETAIL DAIN CONFIGUATION UNDE SPILLWAY FLOO C3-3 22
23 BOSLEY WASH DETENTION BASIN SPILLWAY BACKFILL S AND DETAILS D SPILLWAY BACKFILL C SPILLWAY BACKFILL B SPILLWAY BACKFILL 23 C3-4
24 C B 48"Ø CP TENCH 1 DETAIL 48"Ø CP OUTLET POTECTION C C 4"Ø PVC TENCH BOSLEY WASH DETENTION BASIN IPAP CHANNEL DOP INLET DETAILS A IPAP CHANNEL DOP INLET C3-5 24
25 TASH ACK FABICATION NOTES a b c d b a c d b d c PLAN IPAP CHANNEL DOP INLET CONICAL TASH ACK a b d c BENDING AND CONSTUCTION DIAGAM FO a ODS BOSLEY WASH DETENTION BASIN TASH ACK A IPAP CHANNEL DOP INLET CONICAL TASH ACK 25 C3-6
26 BOSLEY WASH DETENTION BASIN SEDIMENT BASIN GADING PLAN WEST DOP STUCTUE PLAN EAST DOP STUCTUE PLAN SEDIMENT BASIN PLAN 26 C4-1
27 A WEST DOP B WEST DOP C WEST DOP WEST DOP POFILE BOSLEY WASH DETENTION BASIN WEST DOP STUCTUE WEST DOP ISOMETIC 27 C4-2
28 LEVEL 6 (4 blocks) LEVEL 5 (6 blocks) LEVEL 4 (10 blocks) LEVEL 3 (10 blocks) LEVEL 2 (10 blocks) LEVEL 1 (12 blocks) BOSLEY WASH DETENTION BASIN WEST DOP STUCTUE LAYOUT Wingwalls (not shown) (4 blocks) Total = 56 blocks WEST DOP ISOMETIC 28 C4-3
29 A EAST DOP B EAST DOP C EAST DOP EAST DOP POFILE BOSLEY WASH DETENTION BASIN EAST DOP STUCTUE EAST DOP ISOMETIC 29 C4-4
30 LEVEL 6 (4 blocks) LEVEL 5 (6 blocks) LEVEL 4 (12 blocks) LEVEL 4 LEVEL 3 (9 blocks) LEVEL 2 (9 blocks) LEVEL 1 (10 blocks) BOSLEY WASH DETENTION BASIN EAST DOP STUCTUE LAYOUT Wingwalls (not shown) (4 blocks) Total = 54 blocks EAST DOP ISOMETIC 30 C4-5
31 BOSLEY WASH DETENTION BASIN BOX CULVET BOX CULVET POFILE BOX CULVET PLAN 31 C4-6
32 A 20' WIDE OAD WITH BEM TYPICAL COSS- OAD STATIONS 0+25 TO NOT TO SCALE D HDPE CULVET TENCH B 20' WIDE OAD TYPICAL COSS- OAD STATIONS TO (SEE NOTE 1) AND TO (SEE NOTE 2) NOT TO SCALE C 20' WIDE OAD WITH BENCH TYPICAL COSS- OAD STATIONS TO (SEE NOTES 1 & 2) NOT TO SCALE BOSLEY WASH DETENTION BASIN TYPICAL OAD COSS- AND DETAILS 32 1
33 B TYPICAL DITCH FONTAGE OAD NOT TO SCALE A TYPICAL DITCH AND BEM FONTAGE OAD NOT TO SCALE BOSLEY WASH DETENTION BASIN FONTAGE OAD BEM PLAN 33 2
34 BOSLEY WASH DETENTION BASIN OAD PLAN AND POFILE STA TO STA
35 BOSLEY WASH DETENTION BASIN OAD PLAN AND POFILE STA TO
36 BOSLEY WASH DETENTION BASIN OAD PLAN AND POFILE STA TO
37 BOSLEY WASH DETENTION BASIN OAD PLAN AND POFILE STA TO
38 BOSLEY WASH DETENTION BASIN OAD PLAN AND POFILE STA TO
39 BOSLEY WASH DETENTION BASIN OAD PLAN AND POFILE STA TO
40 BOSLEY WASH DETENTION BASIN OAD COSS-S STA TO
41 BOSLEY WASH DETENTION BASIN OAD COSS-S STA TO
42 BOSLEY WASH DETENTION BASIN OAD COSS-S STA TO
43 \\MTJ-FS-9145\MTJ-Projects\36\ \65CAD\Structural\M-ST-DT rvt STUCTUAL GENEAL NOTES: 1. APPLICABLE SPECIFICATIONS AND CODES: a. CONSTUCTION AND DESIGN SHALL BE IN ACCODANCE WITH THE AMEICAN CONCETE INSTITUTE SPECIFICATIONS AND THE EQUIEMENTS NOTED AS FOLLOWS. 2. CONSTUCTION LOADS: POVIDE TEMPOAY BACING, SHOING O OTHE SUPPLEMENTAL SUPPOT DUING CONSTUCTION AS NECESSAY TO POTECT THE STUCTUES FOM EXCESSIVE CONSTUCTION LOADS. 3. FOUNDATIONS: a. BACKFILL ON WALLS WITH FILL ON BOTH SIDES SHALL BE COMPACTED IN EQUAL LIFTS EACH SIDE OF WALL. WALLS BACKFILLED FOM ONE SIDE ONLY SHALL HAVE ALL SUPPOTING SLABS, PEMANENT FAMING O TEMPOAY BACING IN PLACE PIO TO PLACEMENT OF BACKFILL. 4. CONCETE: a. CONCETE CONSTUCTION SHALL CONFOM TO THE AMEICAN CONCETE INSTITUTE BUILDING CODE EQUIEMENTS FO EINFOCED CONCETE (ACI 318). b. DETAILING, FABICATION AND PLACEMENT OF EINFOCEMENT SHALL CONFOM TO DETAILS AND DETAILING OF CONCETE EINFOCEMENT (ACI 315). c. MATEIALS i. STUCTUAL CAST-IN-PLACE CONCETE -f'c = 4,000 PSI ii. EINFOCING BAS ASTM A615, GADE 60 d. ALL BENT EINFOCING BAS SHALL BE SHOP FABICATED ONLY. EBENDING O WELDING OF EINFOCEMENT SHALL NOT BE PEMITTED UNLESS AUTHOIZED BY ENGINEE. e. END HOOKS IN EINFOCING BAS & LAP SPLICES SHOWN ON THE DAWINGS BUT NOT DIMENSIONED, SHALL CONFOM TO ACI 318. f. CONCETE COVE OVE EINFOCEMENT SHALL BE 2" CLEA, EXCEPT CONCETE PLACED AGAINST AND PEMANENTLY IN CONTACT WITH EATH SHALL BE 3" CLEA. g. EINFOCEMENT SPLICES AE NOT PEMITTED EXCEPT AS DETAILED O AUTHOIZED BY ENGINEE. LAP EINFOCING BAS THE FOLLOWING MINIMUMS AT ALL SPLICES, CONES AND INTES, UNLESS OTHEWISE INDICATED. TOP BAS AE HOIZONTAL BAS WITH MOE THAN 12" OF CONCETE CAST BELOW THE BA. BA SIZE EG. BAS TOP BAS #3 1'-3" 1'-7" #4 1'-7" 2'-1" #5 2'-0" 2'-7" #6 2'-5" 3'-1" #7 3'-6" 4'-6" #8 4'-0" 5'-2" #9 4'-6" 5'-10" #10 5'-1" 6'-7" h. STAGGE ADJACENT EINFOCEMENT LAP SPLICES IN WALLS 18" MINIMUM. i. POVIDE BA SUPPOTS TO POPELY SECUE AND SUPPOT EINFOCING BAS AT POSITIONS SHOWN ON THE DAWINGS. IN ADDITION TO NOMAL ACCESSOIES POVIDE #5 STANDEES AT 36" O.C. TO SUPPOT TOP EINFOCEMENT IN BASE SLABS, AND #3 U O Z SHAPE SPACES AT 72" O.C. EACH WAY IN WALLS WITH TWO CUTAINS OF EINFOCEMENT. j. DOWELS, PIPES AND OTHE INSTALLED MATEIALS AND ACCESSOIES SHALL BE HELD SECUELY IN POSITION DUING CONCETE PLACEMENT. k. EINFOCING BAS AND ACCESSOIES SHALL NOT BE IN CONTACT WITH ANY PIPE, PIPE FLANGE O METAL PAT EMBEDDED IN CONCETE. POVIDE 2" CLEAANCE IN ALL CASES UNLESS OTHEWISE INDICATED. NO EMBEDDED ITEM SHALL BE SUSPENDED FOM, SUPPOTED BY, O BACED IN PLACE FOM THE STUCTUAL EINFOCEMENT. l. LOCATE CONSTUCTION JOINTS AS SHOWN ON THE DAWINGS O AS AUTHOIZED BY ENGINEE. m. THOOUGHLY CLEAN BY MECHANICAL SCAIFICATION ALL BONDED CONSTUCTION JOINTS PIO TO PLACING CONCETE IN ADJACENT POU. n. BEGIN SPACING OF BAS WHICH PAALLEL CONSTUCTION AND EXPANSION JOINTS 2" CLEA FOM EACH SIDE OF JOINT. o. POVIDE AN ADDITIONAL 200 LINEAL FEET OF #5 EINFOCING BAS FO USE AS DIECTED DUING CONSTUCTION. p. CHAMFE ALL EXPOSED CONCETE EDGES 3/4", UNLESS OTHEWISE INDICATED. q. THESE NOTES ALSO APPLY TO THE MONITOING POINTS AS DEFINED BY THE TYPICAL MONITOING POINT DETAIL. 5. STUCTUAL STEEL: a. STUCTUAL STEEL CONSTUCTION SHALL CONFOM TO THE AMEICAN INSTITUTE OF STEEL CONSTUCTION (AISC) SPECIFICATION FO THE DESIGN, FABICATION AND EECTION OF STUCTUAL STEEL BUILDINGS. b. MATEIAL i. STUCTUAL STEEL PLATES, BAS, ANGLES, & CHANNELS - ASTM A36 ii. HOLLOW STUCTUAL S (HSS) ASTM A500, GADE B iii. ANCHO ODS ASTM A193 GADE B8 iv. HEAVY HEX NUTS ASTM A194 GADE 8 c. ALL STUCTUAL STEEL TO BE HOT DIP GALVANIZED IN ACCODANCE WITH ASTM A123. d. ALL WELDING SHALL CONFOM TO AMEICAN WELDING SOCIETY STUCTUAL WELDING CODE STEEL (AWS D1.1), AND SHALL BE PEFOMED BY WELDES QUALIFIED BY THE APPOPIATE AWS TEST FO THE WELDING PEFOMED. e. FABICATE AND EECT STUCTUAL STEEL TASH ACKS TO THE LINE AND GADE AS INDICATED IN THE DAWINGS HEEIN. A S7 N S7 A S7 N S7 SHEET SYMBOL IDENTIFICATION " O DETAIL NUMBE" PLAN VIEW "VIEW TYPE" FOUNDATION PLAN "VIEW NAME" scale feet "GAPHIC SCALE" "SHEET NUMBE" " ALPHANUMEIC" "SHEET NUMBE" "ELEVATION ALPHANUMEIC" "SHEET NUMBE" "DETAIL ALPHANUMEIC" "SHEET NUMBE" EL. = ' T.O.F. "ELEVATION VALUE" "LEVEL NAME" "DOWL NOTH AOW" 1 GS1 DETAIL b 3/8" X 2 1/2" STAINLESS STEEL CAIAGE BOLT TOP OF CONCETE STUCTUAL MOVEMENT MONUMENT WALL O SLAB OPENING #4x4'-0" DIAGONAL BA (TYPICAL) WALL UNLESS OTHEWISE NOTED ON DWGS. ECTANGULA OPENINGS WALL EINFOCEMENT; SEE S WALL UNLESS OTHEWISE NOTED ON DWGS. 5/8" DIA. x 2'-0" SMOOTH DOWEL TO MATCH WALL EINFOCING SPACING b AS 2 1/2" 2 1/2" BEND EINFOCING AS NECESSAY AT JOINTS O OTHE OBSTUCTION 3/4" CHAMFE EACH FACE (TYP.) SINGLE CUTAIN WALL CONSTUCTION JOINT C L 1' - 4" EQ EQ SINGLE CUTAIN CONTOL JOINT BOTTOM BAS CONTINUOUS THOUGH JOINT T NOTES: 6" CENTE BULB PVC WATESTOP STOP ALTENATE BAS. DO NOT CUT BAS AT TOP & BOTTOM OF WALL T/2 T/2 #4x3'-6" EACH CONE, IN CENTE ISOLATED E-ENTANT CONES SF302-SYNKO-FLEX WATESTOP BY HENY O EQUAL T WALL UNLESS OTHEWISE NOTED ON DWGS. 1. WATESTOPS & SEALANT GOOVES TO BE POVIDED IN ALL WATE ETAINING CONTOL JOINTS. SEE DAWINGS FO OTHE LOCATIONS WHEE THEY MAY BE EQUIED. 5 GS1 DETAIL 2 GS1 3 GS1 4 GS1 DETAIL TYPICAL ADDITIONAL EINFOCEMENT AT OPENINGS DETAIL DETAIL ALL BAS CONTINUOUS THU JOINT WALL UNLESS OTHEWISE NOTED ON DWGS. SAW CUT DEPTH TO BE 1/4". DEPTH "T" NOT TO EXCEED 2" FO A DOUBLE MAT SLAB OF CONCETE 9" CENTE BULB PVC WATESTOP SLAB ON GADE - DOUBLE MAT EINFOCEMENT CONTINUOUS CONTOL JOINT CONCETE WALL CONTOL JOINTS CONCETE WALL CONSTUCTION JOINTS UNLESS SHOWN OTHEWISE ON DAWINGS C L BA SIZE #4 #5 #6 #7 #8 #9 #10 b 24" 30" 36" 54" 62" 70" 79" 1' - 4" EQ EQ DOUBLE CUTAIN CONTOL JOINT DOUBLE CUTAIN WALL CONSTUCTION JOINT T NOTE: 6" CENTE BULB PVC WATESTOP STOP ALTENATE 2" 1. 'AS' = ADDITIONAL BAS EQUAL IN TOTAL NUMBE TO EGULA EINFOCEMENT CUT BY THE OPENING. PLACE ONE-HALF TOTAL BAS TO EACH SIDE OF OPENING & IN THE SAME TANSVESE POSITION AS THE EGULA EINFOCEMENT. 2. 'AS' BA SIZE TO BE SAME AS EGULA EINFOCEMENT IN EACH DIECTION. 3. THIS DETAIL APPLIES UNLESS ADDITIONAL EINFOCEMENT SPECIFICALLY INDICATED AT OPENINGS ON DAWINGS. 4. ADDITIONAL BAS TO BE PLACED AT WALL O SLAB WHEE ONE LAYE OF EINFOCING IS POVIDED AND AT EACH FACE WHEE TWO LAYES OF EINFOCING AE POVIDED. 5. ADDITIONAL HOIZONTAL AND VETICAL BAS AE NOT NECESSAY FO HOLES 8 TO 11 INCHES. USE ONLY THE DIAGONAL BAS. FO HOLES SMALLE THAN 8 INCHES DO NOT CUT BAS, SPEAD NOMAL EINFOCING AOUND HOLE (NO DIAGONALS NEEDED). BAS EACH FACE NOTES: 1. WHEE WATESTOP IS EQUIED IN SINGLE CUTAIN WALL EINFOCMENT PLACE WATESTOP ON WATE SIDE OF WALL. 2. UNLESS OTHEWISE NOTED, 3/4" CHAMFES SHALL BE OMITTED IN SUFACES TO ECEIVE ACHITECTUAL TEATMENT. SF302-SYNKO-FLEX WATESTOP BY HENY O EQUAL 3/4" CHAMFE EACH FACE (TYP.) OPTIONAL DOWELING METHOD. USE SAME METHOD EA. FACE. DOWELS TO MATCH ALTENATE WALL BAS. THIS METHOD MAY ALSO BE USED FO SINGLE CUTAIN EINF. 1. UNLESS OTHEWISE NOTED, 3/4" CHAMFES SHALL BE OMITTED IN SUFACES TO ECIEVE ACHITECTUAL TEATMENT. 6 GS1 DETAIL ALL BAS CONTINUOUS THOUGH JOINT SLAB ON GADE - DOUBLE MAT EINFOCEMENT CONTINUOUS CONSTUCTION JOINT SF302-SYNKO-FLEX WATESTOP BY HENY O EQUAL C-2073 BOSLEY WASH DETENTION BASIN 43 GS1 222 N. 32nd Street, #700 Billings, Montana GENEAL STUCTUAL - NOTES, SYMBOL IDENTIFICATION & STANDAD DETAILS
44 STANDAD LOCATION: SEE STUCTUE LAP FOUNDATION PLANS & ELEVATIONS * COODINATE WITH STUCTUAL PLANS, ELEVATIONS, S & DETAILS. EINFOCING TO MATCH LONGITUDINAL EINFOCEMENT IN FOOTING STANDAD HOOK NOTES: 1. CONTINUOUS POU O SF302-SYNKO- FLEX WATESTOP BY HENY O EQUAL AT CONTACTOS OPTION. * * * STANDAD LAP STANDAD LAP DOUBLE MAT CONE SINGLE MAT CONE NOTE: 1. STANDAD LAP; SEE GENEAL NOTE E. 24" BENT DOWEL FO EACH HOIZONTAL WALL BA 36" SF302-SYNKO-FLEX WATESTOP BY HENY O EQUAL NOTES: 1. SINGLE CUTAIN WALL EBA SIMILA. STD. LAP IF MONOLITHIC STD. LAP W/ JOINT FOM WALL STAT LAP 4" STD. LAP IF MONOLITHIC STD. LAP W/ JOINT FOM WALL STAT LAP 4" N. 32nd Street, #700 Billings, Montana C-2073 GS2 \\MTJ-FS-9145\MTJ-Projects\36\ \65CAD\Structural\M-ST-DT rvt BOSLEY WASH DETENTION BASIN GENEAL STUCTUAL - STANDAD DETAILS 7 GS2 DETAIL TYPICAL STEPPED FOOTING scale feet 8 GS2 DETAIL TYPICAL CONCETE WALL CONE scale feet 9 GS2 DETAIL CONSTUCTION JOINT AT INTE scale feet 44
45 D S4 E S5 F S5 A G S5 M S6 B B H S6 C D A S3 S7 Q S7 I S6 J S6 K S6 B S3 C D A C S CONST. JT CONST. JT CONST. JT C.J. C.J. 2' - 0" (TYP) 1 7 P S7 O S6 SLOPE 3'-6" X 1'-0" OIFICE 14' - 0" 90' - 0" SLOPE C.J. N S6 L S6 SLOPE 1 GS1 (TYP OF 4) NOTE: 1. CONTOL JOINTS AE DENOTED "C.J." ON DAWINGS. CONSTUCTION JOINTS ON DENOTED "CONST. JT". AT CONTACTO'S OPTION CONSTUCTION JOINTS MAY BE SUBSTITUTED FO CONTOL JOINTS. 1 2' - 0" 1' - 6" 13' - 6" 3' - 6" 15' - 0" 15' - 0" 3' - 6" 13' - 6" 64' - 0" 1' - 6" 2' - 0" 1' - 0" 10' - 0" TASH ACK N: E: ' - 0" 2' - 0" 24' - 6" 2' - 0" 1' - 6" 1' - 0" 2' - 0" 43' - 0" 2' - 0" 11' - 6" 5' - 6" 13' - 0" 20' - 0" 13' - 0" N: E: ' - 0" 11' - 0" 15' - 0" 15' - 0" 11' - 0" 6' - 0" 1' - 4" 4" 1' - 0" 1' - 4" 7' - 8" 2' - 0" 9' - 8" 4' - 0" 1' - 6" 8' - 2" N. 32nd Street, #700 Billings, Montana C-2073 S1 \\MTJ-FS-9145\MTJ-Projects\36\ \65CAD\Structural\M-ST-DT rvt BOSLEY WASH DETENTION BASIN SPILLWAY STUCTUE - PLAN VIEW 2 S1 PLAN VIEW - EL ' SPILLWAY STUCTUE scale feet 45
46 222 N. 32nd Street, #700 Billings, Montana S2 2 ISOMETIC - NOTHEAST N.T.S. C-2073 S2 \\MTJ-FS-9145\MTJ-Projects\36\ \65CAD\Structural\M-ST-DT rvt BOSLEY WASH DETENTION BASIN SPILLWAY STUCTUE - ISOMETIC VIEWS S2 1 ISOMETIC - NOTHWEST N.T.S. 3 ISOMETIC - SOUTHEAST S2 N.T.S. 4 ISOMETIC - SOUTHWEST S2 N.T.S. 46
47 EL.= ' EL.= ' EL.= ' T.O.F. EL.= ' B.O.C. D C B 88' - 0" 33' - 0" 16' - 0" 21' - 0" 7' - 0" ( K) ( J) ( I) ( H) 11' - 0" ( G) A EL.= ' T.O.C. FLOW EL.= ' EL.= ' EL.= ' T.O.C. EL.= ' T.O.F. C.J. C.J. CONST. JT CONST. JT CONST. JT EL.= ' EL.= ' T.O.C. EL.= ' EL.= ' EL.= ' T.O.C. EL.= ' T.O.F. EL.= ' T.O.F. EL.= ' B.O.C. A B C D EL.= ' C.J. EL.= ' T.O.F. CONST. JT CONST. JT CONST. JT C.J N. 32nd Street, #700 Billings, Montana EL.= ' T.O.C. FLOW 88' - 0" 11' - 0" 7' - 0" 21' - 0" 16' - 0" 33' - 0" ( G) ( H) ( I) ( J) ( K) C-2073 S3 \\MTJ-FS-9145\MTJ-Projects\36\ \65CAD\Structural\M-ST-DT rvt BOSLEY WASH DETENTION BASIN SPILLWAY STUCTUE - ELEVATIONS A ELEVATION - EAST S1 LOOKING WEST scale feet B ELEVATION - WEST S1 LOOKING EAST scale feet 47
48 EL.= ' EL.= ' EL.= ' EL.= ' T.O.F. EL.= ' T.O.F. EL.= ' B.O.C. EL.= ' EL.= ' T.O.C. EL.= ' EL.= ' EL.= ' B.O.C '-6" X 1'-0" OIFICE TASH ACK EL.= ' T.O.F N. 32nd Street, #700 Billings, Montana EL.= ' T.O.C. EL.= ' T.O.C. C-2073 S4 \\MTJ-FS-9145\MTJ-Projects\36\ \65CAD\Structural\M-ST-DT rvt BOSLEY WASH DETENTION BASIN SPILLWAY STUCTUE - ELEVATIONS C ELEVATION - SOUTH S1 LOOKING NOTH (UPSTEAM) scale feet D ELEVATION - NOTH S1 LOOKING SOUTH (DOWNSTEAM) scale feet 48
49 EL.= ' EL.= ' T.O.C. EL.= ' A B CONST. JT CONST. JT C CONST. JT C.J. C.J. D EL.= ' EL.= ' T.O.C. EL.= ' EL.= ' T.O.C. EL.= ' T.O.F. EL.= ' T.O.F. 0.32% SLOPE EL.= ' T.O.F. A B E S1 SPILLWAY STUCTUE scale feet C 1' - 4" 3 6' - 4" 4' - 0" 1' - 0" EL.= ' B.O.C. EL.= ' N. 32nd Street, #700 Billings, Montana EL.= ' EL.= ' T.O.C. SIKA WATESTOP SYSTEM 609 (TYP) TASH ACK 9" O.C. EACH FACE 3' - 4 7/8" \\MTJ-FS-9145\MTJ-Projects\36\ \65CAD\Structural\M-ST-DT rvt EL.= ' EL.= ' T.O.C. EL.= ' EL.= ' T.O.C. EL.= ' T.O.F. EL.= ' T.O.F. F S1 12" O.C. EACH FACE 12" O.C. EACH FACE SPILLWAY STUCTUE scale feet SIKA WATESTOP SYSTEM 609 (TYP) SF302-SYNKO-FLEX WATESTOP BY HENY O EQUAL (TYP) TOP & BOTTOM 3" EACH FACE 9" O.C. EACH FACE 1' - 0" EACH FACE 3' - 6" 1' - 6" 4" G S1 OIFICE INLET 3" scale feet EL.= ' T.O.C. 6' - 1 1/8" EL.= ' T.O.F. 1' - 0" C-2073 BOSLEY WASH DETENTION BASIN SPILLWAY STUCTUE - S 49 S5
50 \\MTJ-FS-9145\MTJ-Projects\36\ \65CAD\Structural\M-ST-DT rvt SIKA WATESTOP SYSTEM 609 (TYP) EACH FACE EACH FACE SF302-SYNKO-FLEX WATESTOP BY HENY O EQUAL (TYP) 6" O.C. H S1 5 1' - 4" TOP & BOTTOM TOP & BOTTOM 6" O.C. 2' - 0" (TYP) WALL scale feet L S ' - 0" CUT-OFF WALL 1' - 0" D 2' - 0" 48" EL.= ' EL.=VAIES T.O.C. 48" scale feet VAIES VAIES EL.=VAIES T.O.F. 18" 2' - 0" 48" SIKA WATESTOP SYSTEM 609 (TYP) 12" O.C. EACH FACE EACH FACE SF302-SYNKO-FLEX WATESTOP BY HENY O EQUAL (TYP) EL.= ' T.O.F. EL.= ' B.O.C. 6" O.C. 2' - 0" 2' - 6" I S1 5 1' - 4" TOP & BOTTOM 2' - 0" 2' - 8" EL.=VAIES T.O.F. EL.= ' B.O.C. 2' - 0" (TYP) 6" O.C. WALL scale feet 60" EL.=VAIES EL.=VAIES T.O.C. EL.=VAIES T.O.F. TOP & BOTTOM 84" VAIES 2' - 0" 18" 48" N S1 1' - 9" VAIES 12" O.C. EACH FACE EACH FACE SF302-SYNKO-FLEX WATESTOP BY HENY O EQUAL (TYP) 6" O.C. C J S1 5 1' - 0" TOP & BOTTOM 2' - 0" 1' - 9" CENTE KEY scale feet 1' - 6" 2' - 0" (TYP) VAIES 2' - 0" 6" O.C. BATTEN WALL scale feet 6" O.C. EL.= ' EL.=VAIES T.O.F. 60" 84" EACH FACE EACH FACE SF302-SYNKO-FLEX WATESTOP BY HENY O EQUAL (TYP) 6" O.C. 9' - 9" 2' - 0" 2' - 0" K S1 EL.= ' EL.= ' T.O.C. 5 VAIES TOP & BOTTOM SIKA WATESTOP SYSTEM 609 (TYP) 3' - 4 7/8" 6' - 4 1/8" 1' - 6" EL.= ' T.O.F. SF302-SYNKO-FLEX WATESTOP BY HENY O EQUAL (TYP) 2' - 0" B 1' - 0" EL.=VAIES VAIES EL.=VAIES T.O.F. 60" BATTEN WALL scale feet M S1 WALL 1 scale 84" 1' - 0" 2' - 0" 2' - 0" EACH FACE EACH FACE feet SF302-SYNKO-FLEX WATESTOP BY HENY O EQUAL (TYP) 3' - 0" TOP & BOTTOM 6" O.C. EL.= ' T.O.C. O S1 A 1' - 0" 1' - 0" 12" O.C. EACH FACE #4 12" O.C C UPSTEAM CUT-OFF WALL scale feet BOSLEY WASH DETENTION BASIN SPILLWAY STUCTUE - WALL S 50 S6 222 N. 32nd Street, #700 Billings, Montana
51 \\MTJ-FS-9145\MTJ-Projects\36\ \65CAD\Structural\M-ST-DT rvt A 3' - 8 1/4" 3' - 9 3/4" 2' - 0" 1' - 0" 1 1/4" (TYP) EL.= ' EL.= ' TASH ACK PANELS 3/16 5/8" DIA. STAINLESS STEEL ALL- THEAD EPOXY ANCHOS (HILTI HIT-E 500 V3 O EQUAL) EFFECTIVE EMBEDMENT = 5 5/8" 1 S7 SF302-SYNKO-FLEX WATESTOP BY HENY O EQUAL (TYP) HSS2.375X0.154 (TYP) DETAIL TASH ACK 0 1 scale 2' - 0" 1' - 4" A A L6X3-1/2X1/2 LLH (TYP) feet TASHACKPANELS 0" 2' - 0" 2' - 0" 1' - 4" 1' - 0" 10' - 0" 1' - 0" EACH FACE EL.= ' T.O.C. P S1 28" 12" 1 S7 (TYP) 30" 30" 4" 8" BA SPACING 4" TOP & BOTTOM 11' - 0" 1 1/4" (TYP) INLET SLAB scale feet 24" 24" EACH FACE 46" 41" 4'-0" HSS2.375X0.154 (TYP) L6X3-1/2X1/2 LLH (TYP) PLAN A-A B 1' - 0" EACH FACE 1' - 0" 2' - 0" 1 1 2" 4" BOLT SPACING 2" TOP & BOTTOM EACH FACE EACH FACE SF302-SYNKO-FLEX WATESTOP BY HENY O EQUAL (TYP) TOP & BOTTOM TOP & BOTTOM 6" O.C /8" 1 Q S1 1' - 2 3/8" EL.= ' T.O.F. 3" EL.= ' T.O.F. 2' - 0" 2' - 0" EL.= ' 1' - 0" 1' - 0" 5' - 0" D 4" DIA. SOLID PVC (DAIN PIPE THOUGH EAST WALL) INV. EL.= ' 2' - 0" WALL scale feet EL.= ' 7' - 6" EL.= ' T.O.F. 1' - 6" 3' - 0" 1' - 6" 2' - 0" 16' - 10" 2' - 8" EL.= ' EL.= ' T.O.C. EL.= ' EL.= ' B.O.C. SIKA WATESTOP SYSTEM 609 (TYP) EACH FACE EACH FACE 2' - 0" SF302-SYNKO-FLEX WATESTOP BY HENY O EQUAL (TYP) S1 C 1' - 0" 1' - 6" 2' - 0" 1' - 9" 2' - 0" 1' - 9" BUTTESS WALL scale feet #8 X 10' - 0" 6" O.C. EACH FACE TOP & BOTTOM EL.= ' TOP & BOTTOM C-2073 BOSLEY WASH DETENTION BASIN SPILLWAY STUCTUE - WALL S S7 222 N. 32nd Street, #700 Billings, Montana
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