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HomeMy WebLinkAboutSourdough Transmission Main - 2002 " T' JAMES F. PIERCE NO. 5346PE if om �MAL CONSTRUCTION DRAWINGS " U ZZo SOURDOUGH TRANSMISSION MAIN �3 BOZEMAN, MONTANA o RECORD DRAWINGSL/I U m m V APPROVED N 1 C7 J as a NAME TITLE I THOMAS, DEAN & HOSKINS, INC. N Y TD& ENXHNEERING CONSULTANTS a GREAT FAIlS R FAI VLLL .0N'A Z ryl VONANL WASHINRAN O V W LLWISfON IDAHO co y N of 4 O, 0] co NV 0 0 O 'Z0 LEGEND GENERAL NOTES: ogo 803 maw N EXISTING DESCRIPTION 1 _ L 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND N N W " WATER MAIN r -- -7 SHALL BE RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL 1 EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. ►� :-. VALVE w w w • MANHOLE l r �I 2. EXISTING FITTINGS ARE SHOWN, BASED ON DATA FURNISHED BY THE OWNER. 0 00 Q DECIDUOUS TREE L LI THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW FITTINGS. 000 ilk CONIFEROUS TREE L of a 0 RETAINING WALL 3. THE CONTRACTOR SHALL INSTALL A CONCRETE THRUST BLOCK AT THE PUSH r ON WATER LINE FITTINGS AT STA. 18+72 AND THE 45' BEND AT STA. 31+67. m m m r h WIRE FENCE 1 ` THE MECHANICAL JOINT, MEGA-LUG FITTINGS AT ALL OTHER LOCATIONS cQ+ CONTROL POINT ce u DRAWN BY, MWC PATTERSON J RD o - DO NOT REQUIRE CONCRETE THRUST BLOCKS. DESIGNED BY: JEP 1Q� TEST PR LOCATION ,a QUALITY CHECK JFP ----- EDGE OF ASPHALT & ,g �� 4. ALL NEW 30" DUCTILE IRON BENDS SHALL BE MECHANICAL JOINT, MEGA-LUG OR DATE: B/7101 of APPROVED EQUAL, RESTRAINED BENDS EXCEPT FOR THE 30- BEND AT STA. 18+72. JOB NO. B01-002 ----------------- EDGE OF GRAVELg ALL PIPE JOINTS SHALL BE PUSHON. FIELDBOOK e -�> CHAIN INK FENCE $ Creek 5. THE CONTRACTOR SHALL PLUG ALL OPENINGS ON EXISTING ABANDONED o O MARKER POST € n K*RD +i WATER LINES IN PLACE WITH CONCRETE PLUGS A MINIMUM OF 12" THICK. —4655— - -- '16/6'-- -- CONTOUR '^ _ x'+ ----------------- EXISTING GROUND IN PROFILE PROJECT AREA 6. ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL EM SOURDOUGH BE RESTORED TO ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. - - FINISH GRADE IN PROFILE w` TRANSMISSION MAIN �m UTILITY LINE IN PROFILE 7. MARKER POSTS ARE REQUIRED AT ALL BENDS AND ROAD CROSSINGS. INSTALL T MARKER POSTS AS SHOWN ON DETAIL 1 . OFFSET POSTS 8 FEET FROM PIPE ` Q ". CENTERLINE. e Q SECTION OR DETAIL - 8. INSTALL PIPELINE ON A UNIFORM GRADE WITHOUT UNDULATIONS. MAINTAIN A DESIGNATION SYMBOL A MINIMUM OF 3 FEET OF COVER AT ALL LOCATIONS. Z 3 VICINITY MAP 0 SHEET NUMBER WHERE 9. EXISTING FENCE SHALL BE REMOVED AND REPLACED AS NEEDED FOR CONSTRUCTION. co SECTION OR DETAIL REPLACEMENT FENCE SHALL BE EQUAL TO OR BETTER THAN EXISTING FENCE. Z IS SHOWN c/) Q w 10. STRAW BALES SHALL BE ENTRENCHED 4" BELOW EXISTING GROUND AND STAKED Z LU U) O WITH WOOD OR STEEL STAKES AS APPROPRIATE TO STABILIZE. 1:-- Z 2 fn ABBREVIATIONS 11. SILT FENCE SHALL BE TRENCHED INTO THE EXISTING GROUND SURFACE 6". Q Z W APPROX. APPROXIMATELY L.F. LINEAR FEET Lu C.C.P. CONCRETE CYLINDER PIPE MIN. MINIMUM = w 0 CMP CORRUGATED METAL PIPE PVC POLYVINYL CHLORIDE b N V 0 DIAMETER S.S. STAINLESS STEEL REAT FALLS = OD7 D.I. DUCTILE IRON S.Y. SQUARE YARDS ' EXIST. EXISTING W/ WITH SCHEDULE OF DRAWINGS 00 HELENA SHEET NO. SHEET NAME * 1 COVER SHEET TBM-1 BILLIN SURVEY DATA: BDTTL 0 E AN 1 2 WATER MAIN PLAN AND PROFILE - STA 0+94 TO 14+50 U) X IN CONCRETE WALKWAY ON TOP OF EXISTING DIVERSION DAM 3 WATER MAIN PLAN AND PROFILE - STA 14+50 TO 18+72 do 23+43 TO 31+72 N 1238.651, E 1574.396. ELEV. 1098.485 4 STRUCTURAL NOTES / DETAILS TBM-2 5 INTAKE PLAN / DETAILS 1405' NORTH OF TBM-1 AND 3.5' WEST OF WEST EDGE OF GRAVEL ROAD PROJECT LOCATION 6 SECTION AND DETAILS N 2602.101, E 1231.051, ELEV. 1065.360 CP-1 LOCATION MAP 3030' NORTH OF TBM-1 AND 3.5' WEST OF WEST EDGE OF GRAVEL ROAD N 4179.966, E 850.640. ELEV. 1041.690 CAD NO. E101002-1.DWG SHEET 1 OF 6 RECORD DRAWINGS 0 o a o o w JAMES F. _\ W az AF'F�R(�VFL) = PIERCE t = ~;Sm Na aw a Z yNh NO. 5346PE iw° O .-1�/1"Y N 'y w a N O NAME TITLE I1411 Xw W O o z 0 z cmi Nan a N �" o No z 336 S.Y. TO 14+50 REPLACE W Y ,fJf7 p' g x Q o\ N m Q a' z o o g W W Ir R I'HOMAS,DEAN&HOSKINS,INC. o w AL pa was ;o�N; QoA� w pz » p� >az¢o TD&I� F.NCINEF.RINC CONSULTANTS ? W ' �z yx p (n w z w N ^ m J n 20 pr�n m z i w J .-. FAµE us-IK)ZE--X ELL 4 3 W ZZaQzo ZZ p �WW 'Z�3a Q DO O^ lEMaSTON MID p J�F FVpQ '^Z m a z w z m z o In = f z w 0 STA. 6+39 TO 6+47 REPLACE 2 O W w 'z 0i— oo © �0 N vI z w a g �;N F 6 S.Y. GRAVEL _ _ w m o w ICI g. Zv - c� gMILO I 3 ( 0 a��v z W - 3r3 I ?f` `E c '7 z x ID F LL x -- -- a W f i i ``$ EXISTING o� `O�o` ��' a` © ® `a '} o_ COl - o--- SEDIMENTATIONBOZEMAN CREEK -_�F'9 O y ; u POND o 0 0� ` © ---SLOB Q O ( )' wo _ o ' O .MEADOW ABANDON IN PLACE O �`) w x Z '� I ' U I .11 O a N J_ i _"_- POND ~ � � - 1 W�� J w 0 a �-' m5 I � © o �zY --- - �+w cJ V_U1 m MEADOW0 o a $ m Z I aaaa m n0r ± � �� zya� ,d In Q zw STREAM GAUGE eo. '`- NC a m W 1 0 m�rnno Nno w a a Q �J I Q "�' (q a as py.� 1i i <1 itN Ic n F N Y 3 z W J W N V ID X�XJ- O '/o oZ�j p \-INnO v1N?zwU p FOQ Zpcw pz m A Wz N7 f FNZZN J pKa awr OK rc0 z �Q W'F'' ,`� �'/•� �X�X 7}� o ZZZ tnN?zwV amzw �w p nr� -Go IL' ' k _X M ' N1ZY Z zwob nato�no z1A m V�jo I 5p11 c ' �w r - _ _ uU ------------' '`` m�a z o +F 2H�nr7eF 1 Fm � gm�vmia � Qa x� nor, a z � a>]c7 W�In�orn O �tVq tO tV FTa y z HGO S.3 ZIa_ W W W O Qwz --- _ VIvH�?2 W �0 O OO I.I.I w O _____-__ _ :'�901 t~ilNzZwUrti ��N p`Iv�i ----- __ C ----- 1 _ Y a0 c�vl 50" 100' 150' _"__-- -5801 0 NOTES. EQUIPMENT AND MATERIALS MAY BE STORED m0 oro I w o --- ON-SITE IN THE MEADOW AREA WITH THE APPROVAL -- > i N 0 n w1A m z N - OF THE PROJECT ENGINEER. AN OFF-SITE STORAGE S C A L E w w w It EV w z h 10 U Q 3 0 o p I- z ,l1 z z o �'v1 m�i z +g a a AREA IS THE PARKING LOT ADJACENT TO THE ROADWAY Q Q Q 0 o�n o� zY oz naU� d0 oom GATE. O O O �lz H WZ� oF4w Jrnrn OWZ�2 p ✓1Zw W KW O�rO Z N �7W �FOw$ O;RMN F��.1 O + I�f W� Y Z= +o +8 z o?_ +Z o chi az o n y w u a v m m n EROSION CONTROL BLANKET - SEE SPEC 02277 m p p pOV1 OW WW N.N w — �{ q OI tO a ( ) p z z w 0 w z k o n Io +w g�D d z � iv <� + INSTALL ANTI-WASH GEOJUTE (BELTON INDUSTRIES) w moo- Qom ,,i\w Qoo dtiw�� >3vI� ail�' \�0�0 e z rn In In o CI �i10 Iyi z 3 In �i o m� N z W o m w rn - n Io OR EQUAL FROM STA. 1+00 TO STA. 9+90 Q p z ¢N d OVER DISTURBED TRENCH AREA v~i¢m i rii N z z w V i I WWU - (2) 4! ROLLS - S' WIDE OVER TRENCH In m InL� — DRAWN BY: MWC DESIGNED BY: JFP TYPE 2 EXCAVATION _ TYPE 2 EXCAVATION _ GDALITY CHECK: TYPE 8 BACKFILL TYPE A BACKFILL DATE: a7101 JOB NO. B01-002 1100 FINISH 1[u FIELDBOOK GRADE 1 FILL AW1 as EXISTING GROUND 1 EROSION CONTROL BLANKFI SEE NOTE THIS SHEET ' 1090 z w I z w ------------ --- O 1080 - - a ' (n Q O + ----- I cn o O 2 Q z � a a fr STA. 0+94 TO 1+44 INSTALL 50 L.F. 30`0, 1 f- + PRESSURE CLASS 150, DUCTILE IRON PIPE 3 o _ EXISTING Z O 1070 N f5 p h ----;- rGROUND - I'll.... Z) m 0 z K STA. 1+50 TO 7+00 INSTALL 550 L.F. L/ 1 O V) w m 30'0, PRESSURE CLASS 150. DUCTILE - oz j IRON PIPE O 1.650% MINIMUM - - _I LLj 3 Z o p I O Q p i z m� o O o w STA. 7+00 TO 14+50 INSTALL 750 L.F. 30"0, (n z PRESSURE CLASS 150, DUCTILE IRON PIPE w z w 1060 z z Z v 12 W I J n w 0 0 0 m w g Z Z z F lt m m m Q S rn d 0, C; O $ ow ti N + + o+0 $ + 1 � + a +vwi a m o N n rn n m uq Io in m o N n n rn o a m m a n < tp IV N O m IO a M M N � O Of m O m 0 N ^ M O 0 OI m n t0 IO m m m m m m m m m W m ODn n m n n n n n n 0 W t0 ap ap Ip 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1050 f CAD NO. B01002-2.DWG 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 SHEET 2 OF 6 NOTE:CONTRACTOR TO EXPOSE EXISTING MAIN = #" AT PROPOSED NEW CONNECTION LOCATIONS ES F. I PIERCE i i TO VERIFY NEEDED FITTINGS BEFORE = 1 Ui O }I ORDERING MATERIALS (STA. 18+72. STA. + z i N `_A ENO. 5346PE t N Z u�i 1= o N 3 23+43 AND STA. 31+65) q or o�„f `r�r` NOTE: ri zo W o �n� o ��a ""N,'"OVA CONTRACTOR TO REMOVE AND REUSE 3' +0 0 a w a o NOTE: q Jo NAL SECTION OF 30" D.I. PIPE TAKEN FROM f°i p w zo_z Y a F LL m CONTRACTOR TO PLUG AND u wo 0 ••"azo SOUTH SIDE OF CUT-OFF WALL. o Y 00m LL p W� ABANDON 30` C.C.P. PIPE TO d W� n�� > V d L^ w a - U Y SOUTH OF NEW CONNECTION o x� w ad zoo z w .w> +nnFl-oz�oN 0 50' 100, 150' z ooxNnaa ox .. . anw>.-.f nbm odd 20- LENGTH SALVAGED; 18`VCf PIPE z` W x J °o n I I I I o F&ao w W I••I Q PLUGGED AND CONCRETE CONNECTION d �� o w o = S C A L E i�i w o a w o 0 o m m 3 COLLAR REMOM �i Z`i 3 80?vI z w NOTE: z o w p0 F Z mJ 0 50 100 150 Q J STREAM CROSSING ) e= u q o o z 0 a Y z APPROX STA. 30+45 TO STA. 30+85 0 a0 0 o z w ~ ll O O NOTE: n- W W LL O LL p Q I••1 I I I I N m m W Ig• F 0 "� SEE DETAIL 10 u�i x z z z•-z ow O w yCT 0 p CONTRACTOR TO SALVAGE i9 OF 30' d- IA S C A L E �' D �z 6 tix- o�ozowww w;4 J W 9 -z 3 D.I. PIPE BETWEEN STA. 23+43 AND O In w 3 o a 0_0 o w m i N o< /� Ii p 1 THE CREEK TO BE REUSED ON THIS ~z FI14 'woo /' __ °}°o S^. \T�H PROJECT. PLUG 18'VCT PIPE NORTH �_� - IWi z J yy w Nip "Fj AFTER SALVAGING 30" D.I. PIPE. Y `` ez N rn a o N - t__ d N~ W ONLY 35' OF PIPE AVAILABLE: 7• LENGTH OFF N rn ro -----St•Ol i cJ Dj lEMN+r- -- OF FITTING, 20' LENGTH AND 8• LENGTH INTO w V1 10901 `;I CONCRETE CONNECTION COLLAR 0 3 4o a '- - ¢ ¢ a / 0 p Z" p B a vI z w N F' tL'J+ 4 U a0 C'o z�,i yCT p 30"C.C.P. N W �R W 0 W Y Il cam, 4 W J \ 1 _ J 0 W QQ C' I + u)W � �Z yOl-____ "_VC_ vI a Otn Q i I coo n O z a on ^ W Q n jVy r� J _ _ O ti0a n+D 1•-.m � '" J ss1 O N % ` Ir Of Of O - �c+� i O O _ ____ rfM_ W I W _ _C EK _ o N U _ _ a �, i p r \ __ 0 * e(j1F' � w W W z N MOLL ay U Z - N I�1 Ytn W jZ_ S 'ElO4AN0+ 1 q vl..dKOzQI,Oa _ , �\+ - C EEK n eDnaz OSOT-- N__now a�ari �� iLL> W00 � 'OWW \ gym U ~w�� - ` ,� OO^ (1 + m i a N i z W STA. 14+50 TO 18+75 REPLACE i LL 4 w z - a �^ z rn a o V a tj o __ _ __-- ----- IFU •f a <eo 260 S.Y. GRAVEL oo�owF �o LL I` aoa��ffa Y 3i noLL �,�o� O Q Q Q \ ImnNq U XOZW V�ZY O' J p0�� [] UQU nWY �p 4 LLOF n� p ~� O`er `` d �N�rD rjOWU Z�Ip W� IO��^ -0 mmLL� a J 70LL�a _ O. ,1710 W_ tL )O an w o. b O oU wa0 0 0 1r z low m N II OLL mIp � �- =Zw� RECORD DRAWINGS +�>u 0 a ��°° � J N ^N �m noLL �Jy�1, NwJo� new �o n w moo NZ OjYUnO N a0 UU 7 OH ZOO N\�nn ppWY NQ1 O�V­ I Y �� ul Y 7� APPROVED n a m } g LLd� Q a" Ow,nDo ♦ \ rn� zn 0 ^�nN nmLLN ip� wal- II V o -'3 d- d_w o N a o - STA. 23+43 TO 30+26 REPLACE 3,-,w d rn t tixLL J ten_ umz FNN }, Inn U0 ] O'Co + w W o��N w._.�m zw la-NZ w. » m 493 S.Y. GRAVEL �a Wn Kzw 1 �rn goz 0-0 z mo � o � �z ao rnN_zw LLlo=z 777 ~Zs z N\Jn^ N w gao n wa0 rn�a�o a• 00o m In w a maom > T Y na LL�� zz d. d• fan NAR11 IIIIL IaAll ,n WopOp6Z_ f F mmm THOMAS,DEAN&HOSKINS,INC. N N Z z W J w-- m 4z_z w n n V N a_Z w TD& NOTES:EROSION CONTROL BLANKET - SEE SPEC. (02277) DRAWN BY: MWC EROZD"-.ERINC CONSULTANTS DESIGNED BY: JFP crawl vus-eozEluN-Ic.LlsrEu rorrtww INSTALL GEOCOIR/DeKoWe 700 (BELTON INDUSTRIES) EW aK n.�aoWASHW� OR EQUAL FROM STA. 30+25 TO STA. 30+50, QUALITY CHECK: STA. 30+75 TO STA. 31+05 OVER DISTURBED AREA INSTALL RIPRAP DATE amot FROM TOP OF BANK TO TOP OF BANK, STA 30+30 TO 31+10 JOB NO. B014)02 I I YPL 2 EXCAVATION FIELDBOOK TYPE STREAM CROSSING BACKFILL SEE DETAIL t 0 1 6 1 1070 1060 1060 I f T 2 EXCAVATIO TYPE 2 EXCAVATION XIEXISTING ND TYPE A BACKFILL TYPE B BACKFILL 1 `- In ------ --- + m N r EX STING �GROUND _ Q J (+') 1060 1050 __ ____ __ _ _ 1050 2 LL m STREAM CROSSING O 1 RESTRAINED JOINT PIPE Z O I EXISTING '� 0 _ (L M U GROUND + N Z _ N + EROSION CONTROL BLANKET Q Z M 1 ? Z SEE NOTE THIS SHEET Z N - - N O 06 1050 1040 " Z 2 ZN 1040 Q s < Z _j + i w 2j� CREEK a. 00 W Z a z----- 5.6 N 0 I STA. 14+50 TO 18+72 INSTALL 422 L.F. _ 29+33FIRST LENGT FLAT = m STA 23+ +7 F- 30'0, PRESSURE CLASS 150, DUCTILE IRON PIPE o 43 TO 312 INSTALL 829 L.F. AT 3' MINIMUM C> 0 30`0, PRESSURE CLASS 150, DUCTILE IRON IPE Q + 1 n uj 10401 N 1040 1030 cn 1030 I w 0 w 304 43 30+83 aw Q r z W a � 4 = W a w u Utj1 2 O Z Z p WV aw w z z a z z o 0 0 o z sxl m m 0 o w z w z z zo to ♦♦ U o n�r1rO� p� m m m m m 0, DWI O ^`0 rl O ri m o +m + n + + + + + +w 1020 1020 u1 Io a o In o m n m N O o o a N o n rn a a a0 m ry a 0 of of rn of W 0 .0 vi a ri N N Iri '0 1O fD 0 In a a a a a a a a a a a a nOD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15+00 16+00 17+00 18+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 CAD NO. B01002-3.DWG SHEET 3 OF 6 CONCRETE NOTES GENERAL NOTES BAR SIZE AND SPACING TO BAR SIZE AND SPACING TO SON TA 1. Al.l. REINFORCING S1LLL SHALL BE ASTM A615 GRADE 60. MATCH HORIZONTAL BARS. MATCH HORIZONTAL BARS. *• DESIGN LIVE LOADS (1992 UBC1 WHERE SPACINGS DIFFER - WHERE SPACINGS DIFFER - 1/4" WIDE SAWN JOINT WAD 2. REINFORCING SHALL BE CONTINUOUS AROUND ALL CORNERS MATCH LESSER SPACING - MATCH LESSER SPACING - DEB UNLESS SHOWN OTHERWISE. EARTH PRESSURE = 45 PSF LAP 40 DIA EACH WAY LAP 40 DIA EACH WAY a FILL WITH ROPE BACKING 4 AND ELASTOMERIC FILLER FOUNDATIONS ~ �'• ��� 6� 3. THE FOLLOWING BAR SPLICE LAP LENGTHS SHALL BE USED " J7p,Y�L AS A MINIMUM FOR ALL REINFORCING BARS UNLESS SHOWN MAXIMUM SOIL BEARING = 2,000Ibs/S.F. AT FOUNDATION _ a OTHERWISE. ~ a z o BAR SIZE BAR SPLICE LAP LENGTH SLAB CONTROL JOINT Z 0u0 LEGEND AND ABBREVIATIONS LAP IPEINFDRa"° 50 TR0-4 NO. 4 1'-9" NO SCALE 3 N0. 5 2'-3" LL OR ELLV tI EVAIION 2-0" �, 2'-O" 7 NO. 6 2'-9" KEY Z (- N0. 7 3'-9" TYP TYPICAL ?• 1 1/2" \ �I..yy 7 NO. 8 5'-0" MIN MINIMUM LAP REINFORCING NO. 9 6'-3" 50 DIA o o KEY NO. 10 8'-0" W.P. WORK POINT I I cr NO. 11 9'-9" S FT/3 O r'7 SIM SIMILAR _ V)to 4. MAIN REINFORCEMENT CONCRETE COVER SHALL BE 1 1/2" WITH THE FOLLOWING EXCEPTIONS: STRUCT STRUCTURAL WAL CTION JT. T "1 j O L CONSTRU o� U UNFORMED SURFACES EXPOSED TO EARTH - 3" CONIC CONCRETE WALL CONSTRUCTION JOINT EXTERIOR CORNER INTERIOR CORNER N N J SLAB CONSTRUCTION JOINT a a z za SLABS NOT EXPOSED TO EARTH OR WEATHER - 3/4" O AT TYPICAL 8" CONCRETE WALL DETAILS TYPICAL 12" CONCRETE WALL DETAILS NO SCALE Q a� SECTION IO DETAIL Z ^ z_Q 5. ALL HOOKS ON ALL BARS SHALL BE STANDARD 90 DEGREE HOOKS DESIGNATION SYMBOL f�I UNLESS SHOWN OTHERWISE. A STRUCTURAL STEEL NOTES I'1 "I N 6. KEY DIMENSIONS SHALL BE AS SHOWN: 3� SHEET NUMBER WHERE � 88 0 C7 N SECTION OR DETAIL r--�I #4 ® 12" O.C. w Q z m T IS SHOWN fr of ALL STRUCIURAL S1LEL SHALL BE ASTM A36 UNLESS NOTED �I �I g5 O 12" O.C. U U U W J OTHERWISE. STEEL TUBING SHALL BE ASTM A500, GRADE B. In.U T/3 T/3 #7 O 12" O.C. LU D O O &Z ALL WELDS AND WELDING PROCEDURES SHALL BE PERFORMED ►�.I zo 1 1/2" MINIMUM, T/6 MAXIMUM CONCRETE FINISH SCHEDULE IN ACCORDANCE WITH APPLICABLE PROVISIONS OF AISC AND AWS EACHWAY D.C. �y5 O 12" O.C. N W MT WELDING PROCEDURES AND CODES AS OUTLINED IN THE SPECIFICATIONS. (CENTERED IN WALL) G p ��� CONCRETE FINISH SPECIAL ATTENTION SHALL BE GIVEN TO PROPER HEAT TEMPERATURE 2" TYP. o REQUIREMENTS. N7 O 12" O.C. 10" N M L-N FORMED SURFACES /15 O 12" O.C. I ;,1 1W INSET I� ALL SHOP CONNECTIONS AND ASSEMBLIES SHALL BE WELDED UNLESS (CENTERED IN WALL) (TYP. FOR WALL rrr BEAMS AND SLABS POINT AND PATCH NOTED OTHERWISE OR DETAILED. 16" INTO FOOTING) H F H 7. EXPOSED CORNER CHAMFER: 3/4" IW INSET 12" Q Q Q EXTERIOR WALLS ABOVE GRADE SACKED FINISH ALL FIELD WELDING OF STRUCTURAL ATTACHMENTS TO BEAMS OR OTHER 6" (TYP. FOR WALL 2'-3" p❑o 8. REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION EXTERIOR WALLS BELOW GRADE ROUGH FORM FINISH MEMBERS SHALL BE PERFORMED WITH THE MEMBER POSITIONED TO INTO FOOTING) JOINTS UNLESS SHOWN OTHERWISE. INTERIOR WALLS - EXPOSED SACKED FINISH ELIMINATE BENDING STRESSES IN THE AREA OF THE WELD. I p p 9. WHERE SHOWN, PROVIDE ADDITIONAL HORIZONTAL AND/OR INTERIOR WALLS - COVERED POINT AND PATCH � /5 O 12" O.C. ir VERTICAL REINFORCING ALONG TOP, BOTTOM, OR SIDE FACES UNFORMED SURFACES -- O 12" O.C. a}n a}o m OF OPENING. USE 05 BARS UNLESS SHOWN OTHERWISE. p4 INTERIOR SLABS TROWEL FINISH REBAR DETAIL 3 A) RECTANGULAR OR SQUARE OPENINGS: CORNER BARS EXTERIOR SLABS ON GRADE BROOM FINISH DRAWN Br. MMJ AT EACH CORNER OF OPENING. USE p5 X 4'-0" EXTERIOR SLABS BELOW GRADE FLOAT FINISH REBAR DETAIL 4 DESIGNED BY: WJD B) CIRCULAR OPENINGS: 4 #5 BARS AT 45 DEGREES (i 2 4 11 QUALITY CHECK: WITH MAIN REINFORCING, EXTENDED MINIMUM LAP I I I II Z 4 4 DATE 812101 DISTANCE BEYOND THEIR INTERSECTION. USE 9 WI JOB NO, B01-002 GALV. STL. _ WOVEN WIRE FABRIC 8' LARGER GATE 1 GATE 1 /80 7 S C A L E S C A L E 2" MESH /80 FIELDBOOK USE 9 GA. GALV. STL �I WOVEN WIRE FABRIC DOME CAP 45' BARBWIRE 2" MESH 2 STRAND 12 RE ARM-3 WIRE 4"f STD. GA BARBED WIRE 7 — I// o PIPE 1 5/8"0 PIPE SELL AGE y • — 2 7/8"f �3/8"0 TRUSS RODS(TYP.) TYPICAL BOXED 2 3/8"0 STD. PIPE - OR CIRCULAR Z SWING'- 3.65//FT. 1 5/8"0 PIPE - -- - OPENING (n GATE ___ _ I cl GROUND PIPE ✓BRACE RAIL o •r6 .F -4"0 PIPE c SURFACE CONTINUOUS TENSION T{ EI GATE POST Q /WIRE 1/4"x3/4" '�-_• �' O IIJ ro / \ STRETCHER HOLE AUGER // �\ \\ BAR HOLE - _ VARIES CONCRETE �� �� (n Z I u USE 3500 PSI CONCR E / Q 12"0 AUGER 1,-i- I ♦ w HOLE - J'L o �; R -TA. 3/8"0 TRUSS -(� CHAIN LINK GATE DETAIL 2 ' Z CONCRETE iu RODS & - TURNBUCKLES 4 / 2" (TYP.) Z 2 O 8"0 AUGER NO SCAM HOLE - CONCRETE MAX. POST 12"0 AUGER USE 9 GA. GALV. STL / Z SPACING HOLE - WOVEN WIRE FABRIC Z 10'-0" O.C. CONCRETE 2" MESH GATE POST LINE POST BRACE POST CORNER POST DOME CAP 1 5/8"0 PIPE BARBED y (8) #5 BARS x7'-O". = N BOXED AROUND OPENING Q 4"0 STD. CHAIN LINK FENCE DETAIL PIPE o m 2 7/8"0 2 3/8"f STD. PIPE SWING 3.65p/FT. 1 5/B-f PIPE TYPICAL OPENING REBAR DETAIL r5� p GATE I GROUND PIPE BRACE RAIL O SURFACE CONTINUOUS 4 RECORD DRAWINGS TENSION WIRE 1/4"x3/4" STRETCHER 1.) /5 BARS FOR DIVERSION STRUCTURE NOT 7'-0"; EAST WALL INTERFERES APPROVED BAR WITH LENGTH. NAW UTH DATE 3/8"0 TRUSS 2.) /4 BARS USED AROUND 30" AND 24" OPENINGS ON SCREEN STRUCTURE; RODS & 4 - /4 ON 30, 2 - /4 ON 24". "� THOMAS,DEAN&HOSKINS,INC. TURNBUCKLES TD& � F.eozv--F.RINCCONSUI:1'AN'1'ti GATE POST LINE POST BRACE POST CORNER POST Y GNFAt iA lSENGIAN-xARINC gNIMU LIL T01 wAs"'Iwo 4' CHAIN LINK DETAIL 6 LCWSTON pAHO 4 CAD NO. BO1002-4.DWG SHEET 4 OF s p 0 0 4' CHAIN 6'-0• TI. LINK FENCE �01d `1 A' 3'-0" WAD 11,E 6' CHAIN LINK SECURITY %"x2" STEEL BAR o �•-'�^ FENCE, SEE DETAIL , / E 4 "PAC q 5'-0" 35'-0' t5'-O" / fF 33i-?G• 8" 5'-4�4" 8" 4'-0" Q - GRATING TOP OF CONCRETE WALL// rsl[RL° 6� �i 1bi9 < "ONAL / 4• ZZQo SEE SHE T 2 12" 5'-0" _112'I 1 EL 1098 N�m STEEL BAR U zz.' STAFF GAUGE E 46P5e4x- - ----- � FENCE CONNECTION / 0-4 20 f-46f6-J6 SCREEN TOP / ANCHORED TO SEE DETAIL q GRATE SUPPORT a BEAM POCKET I G YALL �_ - - --- SEE DETAIL e / SEE SECTIONe & � SEE DETAIL e SEE DETAIL 7 - - 5 5 / 5 14"O L-SHAPED ANCHOR I _' - 5 5 a WALK GRATE RETAINING WALL / BOLT 0 12"O.C.,CENTERED Z Q LINK i�N68M6-�RH6 / IN WALL 1 / 1.-O. (MIN. 5" EMBED) W [� _ o -_ -- -------- ' - \ - - 30IDIA. 1 SLUICE GATE C 5�-0 5/s'UNIGLE NRON) / REBAR NOT SHOWN x Z 5„ TOP OF CONCRETE WALL// SBA SCREEN FOR CLARITY j I -� / - ) I 5 TOP OF�L=1098.0 3 m I �' � W4x/3 DETAIL 1 BELLS PLACED LUICE GAT - FOR REBAR LOW WATER = 1091.35 5 < Ur J DOWN GRADI - SEE DETAIL e / NO SCALE ¢ z a 30" DIA I ATTACHED TALL / DIP W y rl _ SEE DETAIL g / EL=1089.0 EL=1088.85 to W 5 f4N15NE�9RABE �loam(N),10eY 04(S) 1/4 O Z oD - -- SLOPE WALL 0 1:1 1-0" SCREEN ANCHOR 1'-0• �j > Z m LD.) 1 SEE DETAIL , If U U U W ' + 1808 ALUMINUM E 180}fi0 HINGED- _30 e5 6" GRATING } BEU.S PLACED SLIDE GATE GATE EL=1086.0 Ir SPAS O O O 1.IO�.y�I �zo DOWN GRADIENT 10'W K 18-1/8'H STEEL BAR SCREEN o W N DOUBLE GATE W/CENTER SEE DETAIL 3 LOCK TO GROUND a 11r 1HICC ANGLE(SEC. C/5) SEE DETAIL e - 6" V i�iBr"-MlNlfs COMPACTED 1'S-2 " " N q N 1261.68 ^��-� 12 GRAVEL BASE TYPE 1 Y✓fASFED �"�"���'� FABRICATED GRATE, ATTACH E 1611.85 TO L2z2x91c AS SEEN IN �- SECTIONe 0 O O TOP OF WALL=1089.0 �- INTERKIF2 WALL POURED SEPARATLY; SECTION A 5 %"0 ANCHOR KEYED INTO EXTERIOR WALLS. _ ANCHOR BOLT POSITIONING REBAR: / 5 UPRIGHT 012. O.C. p 12'-O" 2'-0" BOLTS (TYP.) 2 - 6.OFF EACH WALL, /4 ACROSS 012. O.C. 0 4' 5 8 x ell NO SCALE 5 PLAN 4' CHAIN LINK THEN 12• SPACING. I I I l� J FENCE SEE DETAIL 6 0 4' 8' RETAINING WAIT 4 S C A L E �1 I I I I l� m MID S C A L E 5.08' FROM EXISTING DRAWN BY: MMJ BAR SCREEN CONNECTION DETAIL; / DESIGNED BY: WJD STRUCTURE RELATIONSHIP TO GRATE ABOVE QUALITY CHECK: %kL EXTENDED FLUSH WITH SOUTH 3• (ON EACH SIDE) DATE' OrN01 RECORD DRAWINGS WALL (5'-0" INSIDE) - JOB NO. 801-002 q,Sp' FROM (2) % ADHESIVE ANCHORS APPROVFFI DOSTIND STRUCTURE NOTE: 6"x4"x%" (4)%"DIA.x5" ANCHOR �� FIELDBOOK CHEMICALLY CLEAN PLATE ,[t ADHESIVE ANCHORS ABOVE WALL _ STEEL AND COLD NAME TITLE DATE SPRAY GALVANIZE �+ THOMAS DEAN&HOSKINS INC. ALL COMPONENTS TDBCI� OF BAR SCREEN � L 9+ �e - X-5 6x+h" F,NGINF.F.RING CONSULTANTS -'Po T F uS_BDZEw-KNbPEU_ « SECTION BU�m X DETAIL 6%"x2" STEEL BAR 50 6" O.C.YP. (4) %"DIA.X5" 2" NO SCALE5 EL=1098.00 iESIVE ANCHORS EL=1097.50u 6" (2) 5/8. O ADHESIVE45" PLATE ANCHORS Z Y2• 15 � ANCHOR MYLAR 8" 6= 8" 3_5Y2. 8" � 8" 11 0 22"O STEEL BAR O �1•I VISBILIITY HIGH STAFF Z V) WELD ON UNDER- E ♦ # �\�-GAUGE TO CONCRETE J EL=1094. I- 6 _I SIDE OF SCREEN- 0 WALL. INSTALL VERTICALLY (n Q Q e W4x13 POURED SEPARATELY: NG KEY SCREEN DETAIL 3 DETAIL 4 a w ^T REHAFT IIPRIGFTT 012.0. GRADUATIONS IN Q INTAKE SCREEN N ASS O 12"O.C. NO A:A' 5 G 2-6" 0.025 FOOT INCREMENTS (n O MANHOLE STEP EL=109 5 SEE TDH CONST. z D.I.P ZQ STD NO. 02700-25 'T'� 30" DIA. 30" D SET BOTTOM OF GAUGE J SOD" p.I.p. SCREEN AT TOP OF SCREEN PLATE � Z Q FOR REBAR EL=1088.701=1088. / rL a SEE DETAILe " = w uJ 18•x 18" 4 , OPENING FOR SEE REBA q '°"�`' � STAFF GAUGE DETAIL 7 m a 4 D '%.D.) DETAIL( o D,I,P EL=1086.40 TO THICK ANGLE ♦ NO SCALE L=1086.20 TO MATCH DEPTH 0 Z _ =1086.0 EL=1086.00 OF BAR GRATE �Ss _ N%2" STEEL BAR 1"-0• 0 0 2'-0" O.C.TYPE 1 YIASIED ROC( e TYP O W4X13 aSs +%z-M*414&COMPACTED 4• /5 REBAR (n 30" DIA. DIP ' GRAVEL BASE POURED�Syf,ARATELY; NO KEY USED DUE TO 1082.3 REBAR: �S UPRIGHT O72• oc. PROFILE LAC(OF AVAIL L- SHAPED= +6BiL+ - STAGGERED - FILL POCKET JJ ) 4b (2)-%"ANCHOR BOLTS FILL o f3 ACROSS (2 BARS) 0 4' $+ %"z2" STEEL BAR (MIN. 5" EMBED) R 4x10x+h 15' LENGTH OF PIPE + L 90' BEND M.IxI'f 1 1-_1-_ 1 _ _)-1 I_A O 6" O.C. - W FITTING (NO MEGA LUG) C A L [ Av_ f-gR f N 1.) 10• FLOOR FOR SCREEN STRUCTURE POURED FLAT 0 1086.00 I- �1 1.)ANCHOR BOLTS AND PLATE NO GROUT USED 2.) SECTION C/5 APPLIED TO SCREEN STRUCTURE SECTION C CAST IN PLACE W/POUR. 5 SECTION D BEAM POCKET DETAIL 8 NO �CALC NO SCAIF CAD NO. 1301002-1.13WG SHEET 5 OF 6 30" TRANSMISSION TYPE 2 EXCAVATION *�7�ES F. LINE STA. 4-►661+1Y _ , Q CENTER OF t JPI ES F. CONCRETE PIPE MANHOLE AS'PR��pORO BOLTS TYPE B BACKFILL =Ai PIERCE o COLLAR N0. 5 BARS AT 12. O.C. MANHOLE SUPPLIER 1100 'N0. 5346PE+°tl- ' .. _. ------- TIN azo EXISTING THROAT INTEGRAL a `\GRO ox - MARKER POST. PARSHALL FLUME WIDTH \„ U llao n j-� EXISTING C.C.P. PIPE -'a NEW D.I. PIPE }}" o= FN �fn a -.: • j ° -3.0 SCHEDULE 40 STEEL � J ~ �I PIPE WITH CAP. PAINT - ~!'" '� - --------- �r CONCRETE SLABS 'Z 7 REFLECTIVE ORANGE WITH A 3" WIDE YELLOW BAND 'I 1090 d AT THE TOP. ! a 4'-0• 7'-6• (L C) '7 N 5.5 1'-0• 14 le -4 7/8" ,'-0• L) �+ � O `j CONCRETE PLAN • SEE MATERIAL SUBMITTAL STA. 1+00 TO-2+29. 2 25 m m PIPE CONNECTION DETAIL FOR ACTUAL DIMENSIONS INSTALL 120 L.F. 24"0. N Z V HINGED ACCESS HATCH Q M G OF AYWHOIE AND FLUME. PRESSURE CLASSE C 150 NOT NO SCA V) V DUCTILE IRON PIPE ACTURED) �L, Q EXISTING 0fix 02IX ;0 48• GROUND ~ 9• DIAMETER 1093.Ot L"' ,� o O zz i� z 41 RECORD DRAWINGS °° r u10 zm MARKER POST DETAIL 1 A`'F'H`>VL 1) a W � w J NnM( TITII I,l,lh z Z r w W(n NO SCALF G z II w z0 N II wD 0 0 O 4Wzp v wr m Uwr Z'D& I'llOMAS,DEAN&HOSKINS,INC. N $ �y o o �`T, �0'w ENGINEERIN(:CONSULTANTS ? + + v�i? a0_ W GR MIS 9°ZEMN!-W MPELL IENISON IpN10 o O OD N INTEGRAL FILL4WITHow w wFILL W H PARSHAI L FLUME TRENCH VERTICAL TRENCH WALLS WITH LIMITS SUBGRADE OR SHORING TO CONFORM TO 101f2.10 GROUND SURFACE O.S.H.A. REGULATIONS t INVERT IN 2+00 1+00 TYPE 2 EXC. -i6Bh99 SAS o 0 0 BYPASS PIPE PROFILE A 8• (SEE PLAN VIEW - SHEET 2) m m m INSTALL DETECTABLE OF LEVEL t1/8" S.S. ANCHOR BOLTS N0. 5 BARS WARNING TAPE 18" MAX. 4MN446 COMPACTED CONCRETE SLAB AS PROVIDED BY AT 12" O.C- DRAWN BY: MWC SLURRY FILL I I DEPTH GRAVEL BASE W/'4 REBAR 0 MANHOLE SUPPLIER SEE SPECIFICATIONS I I TYPE "A" OR "B" TYPE 1 WASHED ROCK 12 O.C. EACH WAY (TYP) • DESIGNED BY: JFT I TRENCH BACKFILL •- (SLURRY FILL TO BE I �jK"+;1t QUALITY CHECK: MINIMUM OF 3' LONG) i I ELEVATION .Zfl, +� DATE: 8l-002 I I METERING MANHOLE DETAIL 7OB NO. Bo,_oo2 2�� ClCI FAR FIELOBOOK NEW MATERIAL MAIN 6" NO SCALE 6 + I SELECT BACKFILL I m MATERUIL PLACED _ EXISTING C.C.P. I IN 6" LAYERS k x• PIPE I COMPACTED AS PARSHALL 1• TO 2" SPECIFIED IN FLUME CONCRETE PIPE I SECTION 02201 �O 0"-L7p L___________-J Op �p°o, COLLAR SLURRY FILL TO TYPE 1 PIPE 8°�Q0 4•lz, Q O �f`BE PLACED ON �� BEDDING SECTION A UNDISTURBED I.D. OF FLUME G Z NATIVE SOIL TYPE 2 PIPE TRENCH WIDDTU=O.D. OF PIPE & PIPE ARE SAME V ---- - --- BEDDING WHERE NEW DUCTILE CC - - REQUIRED FOR SOFT TRENCH WIDTH=T IRON PIPE G OR UNSTABLE IIII FOUNDATION VERTICAL TRENCH WALLS WITH Z N SHORING TO CONFORM TO J STREAM BED OR O.S.H.A. REGULATIONS* o(1)* SEE O.S.H.A. CONSTRUCTION STANDARDS BANK TYPE 2 EXC. Q Q CUTOFF WALL DETAIL 3 FOR EXCAVATIONS, SEC. 1926, SUBPART P NEOPRENE STAINLESS Z F- BOOT STEEL CLAMPS 6" OF CLEAN N Q W 6 TYPICAL TRENCH DETAIL 4 HIGH EWATBERWMARKS EEN RDINARY N O Q NO SCALL 6 FLUME CONNECTION DETAIL H INSTALL DETECTABLE NO SCALE WARNING TAPE 18" MAX. NO SCALE �+ RIP MIN. TYPE I DEPTH Z Z V RIPRAP-FROM TOP OF BANK TO TOP OF BANK _ __ Q Z REMOVE EXISTING 30" D.I. PIPE NEW THRUST NEW 30" D.I. SPOOL REMOVE EXISTING 30" D.I. PIPE NEW 30" D.I. SPOOL STA 30+30 TO 31+10 Q AS NECESSARY TO INSTALL NEW BLOCK SECTION (33' LONG) AS NECESSARY TO INSTALL NEW NEW THRUST SECTION (t3' LONG) 6" OF FILTER PIPE, FITTINGS AND THRUST BLOCK PIPE, FITTINGS AND THRUST BLOCK BLOCK GRAVEL 6• w Z PLUG EXIST 30" PIPE SOUTH PLUG EXIST 30" PIPE SOUTN NEW CONCRETE EXTRA STRENGTH FILTER W Q CONNECTION COLLAR o IV _ SEE DETAIL e FABRICK, A.O.S. = 40, WIRED NEW 30" MAIN �/ Q TO POST - 3 CONNECTINS PER D m 6 POST, BURY FABRIC 6" BELOW FILTER MATERIAL V EXIST 30• D.I. EXIST 30" D.I. - - GROUND - o Dp�; pD W EXIST 30" CCP EXIST 30" CCP p M p N 2 iv TYPE 1 PIPE o•p OQ°,° LIST EXISTING CUTOFF I BEDDING 0g°p�0 O Opp 1B•VCT 3p° WALL °OQO 4.O°p0° o EXIST CONCRETE NEW 30" 30' PUSHON FITTING EXIST EDGE OF CONNECTION COLLAR 18 VCT O� ROADWAY _ TYPE 2 PIPE TRENCH WIDTH=O.D, OF PIPE .y0 NEW 30' 45' MECHANICAL BEDDING WHERE PLUS 2' _,�a \ 8• EXIST CONCRETE JOINT FITTING W/MEGA-LUG REQUIRED FOR SOFT TRENCH WIDTH=7' CONNECTION COLLAR N OR UNSTABLE STEEL POST ON I FOUNDATION 1�1� pal 5' CENTERS * SEE O.S.H.A. CONSTRUCTION STANDARDS `�� FOR EXCAVATIONS, SEC. 1926, SUBPART P CONNECTION DETAIL �5� CONNECTION DETAIL 6 SILT FENCE DETAIL 9 STREAM CROSSING TRENCH DETAIL 10 NIA 6 a NO SCALE G I' -�'I 'd0 `_�X.LL V ICAD NO. B01002-6.DWG C7 SHEET 6 OF 6