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HomeMy WebLinkAboutLyman Creek Improvment Project - 2004 i ---r- - CONSTRUCTION i \ 1 I I '----- 1 1 I 1 I I j :y dlJ�T of the FALLS 1 � I 1 LEWBTOWN 1 fMLA � 1 '-• , I L--- LYMAN CREEK IMPROVEMENT PROJECT , 1 r r --t Ll i r eur7E i_ � _ -----T-`---- for the_ ; � ---t 1, ' aViLMA17 i! -�'' HMS �--�' CITY OF BOZEMAN r Dll<N ,� -�- ---- MONTANA VICINITY MAP NOT TO SCAIF '� PREPARED BY: < f Pv— PREPARED FOR: THE CITY OF BOZEMAN * * ENGINEERING ,. . 20 E. OLIVE ST. = HKM ENGINEERING, Inc. BOZEMAN, MONTANA 59 15 G7 =—^ �' f i ' }Y JANIJARY, 2002 _ 601 Nikles Dr. Suite 2 i \ �J Bozeman, MT. 59715 /1D11CA TES y Baca reonr� f � + I � (406) 586-8834 -1730 FA�i QE 0 n A`f I N Co. FAX (406) 586 PROJECT NO. 04M229.135 .zlfl � •r' roM �� A, ��'�•l�' � �'.-i� �1 '- el't•i,.- 1 -. _ Project Manager Senior Design Engineer - IIIIIIT.I/,//, tl // .'CUNTON 0. = O K-IN R. '. y T L,� i� C T 'q `:, ,...F •1 - -v: UAE ark - `vi JOHNSON •Ex' 10766 PE .`�� c +. T4863 PE - KEVIJ R JOFIJSON 14863 PE CLMAN APE � • s2'�: MM ENG u... .. a s><,.I _ ,,.,.,.,. %FSy:•`•„1�°zc�aG`J 3FSS-Io,z.c—� ,`0` "M EAIIspIEF3aw ha 1 w. --. s_; .f_ ..y, .:,. •6 'o�/ A„I,Id '„/NAiugl �O i _i 7 /IFC } Structural Engineer Geotechnical Engineer 9 � '! J • ;,_ •ro', v IIIIIIN T quo PIDIN T _ 1 "REGORY C l,V.�,� `�,. o f 'v; SMITH •€�' =vj UNDERHILL Ir' u \ 7p I 1 �,� _ _"dw1 �.,. "'\.-: =0„�:,�0622 PE=_� (.YYdg R =0, 8759 PE lu` Ow"y a trcob4LL PE �T r. j _ Y•. �°,�zc�.`. HCM 01K ih PE �F..�� 'c°.2. WW E7VGWI hC. J ?�,_ FI�1 -SS�ONAL.r`ji�Gl`` I wl r ' Electrical Engineer Architect q .�u1• S., - RI ApRr oOtd J- r � 1 i >`•� :[ li' � ,� �°° �O rwtlN�raa;memE Z� MdAl1GHLIN Sheet No 1 p O wu-Inr/r sale W Pt.nte G-1R -� tL Win M LyNrh PE ,wcHrrecTurse � Dpl d AIoLelghii AW a LOCATION MAP �`PS�F�ISTE�`<`�G�2 CaVEM 043MMW4♦/!� oFNsew�oc�° RACE ARCIITECTI,FE NOT TO SCALE CNAL E of 46 Copyright 0 2002 HKM ENGINEER!NG, INC., All Rights Reserved. KEY MAP SHEET INDEX SHT. NO. TITLE= SHT. NO. TITLE a GENERAL ARCHITECTURAL a m G-1 It OF 471 COVER SHEET A-1 125 OF 471 RESERVOIR ROOF MEMBRANE PLAN o y G-2 12 OF 471 KEY YAP,SHEET IN)EX i GENERAL NOTES A•2 126 OF 471 MEET CONTROL BILDING-FLOOR PLAN i DETAILS o- 1 , �� l_ _ • "'1- .i/�, I� �• , �' d CIVIL A-3 127 OF 471 MEET i OUTLET CONTROL BUILDINGS-SUILDING ELEVATIONS �.w 1 �"1'' o L.^'�. ✓ WA " 4 C-1 13 OF 471 DEMOLITION SITE PL 1N A-4 128 OF 171 NLET i OUTLET CONTROL BILDNGS-SECTIONS z° - IL/17 �� � � �-'1" / I �'-•. r I \ -- 1, � t �.1� C-2 14 OF 471 OVERALL SITE PLAN RESERVOIR A-5 129 OF 471 RESERVOIR VESTIBULE �' ; +q„_ _ ` Vy ifs l` ( ii. r • ( '�l � .• i. iS��7 C `i t, s r .h- �, . C•3 15 OF 471 INLET i OUTLET COIRROL BULDNGS SITE PLAN A-6 130 OF 471 BUILDING DETAILS o!"i C-4 16 OF 471 OUTLET i DRAIN PIP.PLAN i SECTIONS = W. o { i ..j• l�C�c c ;-/,/ `� �� f_ ! �� ,t � �r �' A•7 131 OF 471 BUILDING DETAILS 3 i s f ?av" I'• -,,.�:r i �'I _ r _ _ / I = - r/ �� ': ? C-5 17 OF 471 CONCRETE PANEL RI PAIR PLAN MECHANICAL o o _ i C-6 18 OF 471 LINER i GEXCOMPOI ITE PLAN M-1 132 OF 47) MECHANICAL PLANS AND SCHEDULES INLET i OLLET CONTROL BILDMU • C-7 19 OF471 BAFFLE PLAN W2 133 OF 4}'I NLET CONTROL NNDNGfPNG PLAN Y / ✓,yj Gs �� J// CIVIL DETA/L:3 � " M-3 134 OF 471 SCHEMATIC III DETAILS c j 1 U �' 1/+ ! " •S'I' t � "r - . !T ? Y-4 135 OF 471 OUTLET CONTROL BUILDING-PLAN YEW g D-1 I70 OF 471 MISCELLANEOUS DECALS 7 p D-2 11111 OF 471 MSCELLANEOUS DEl ALS *5 136 OF 471 OUTLET CONTROL BUILDING-DETAILS • F- F \ ~:P�i • 7 \�� / ` D-3112 OF 471 MISCELLANEOUS DE}AILS ELECTRICAL N V U STRUCTURAL E-1137 OF 471 ELECTRICAL i CONTROL PLAN-OUTLET BUILDING N O J S 1 113 OF 471 GENERAL Sl'RUCTUR lL NOTES i DETAILS E•2 138 OF 471 ELECTRN AL i CONTROL PLAN-OUTLET CONTROL i RESERVOIR VESTIBULE Z LL < 8-2 114 OF 471 RESERVOIR COVER F DOTING i FOUNDATION PLAN, W SECTIONS i DETAIL! E-3 139 OF 471 ONE LINE DIAGRAM RESERVOIR CONTROL SYSTEM M z z / \` .- f 1!'4 ✓ E 4 140 OF 471 ONE LINE DIAGRAM,SCHEDULES,LEGEND,RESERVOIR POWER � a � a: <.' + .� ✓ �, . S•3 115 OF 471 RESERVOIR ROOF FFAYNG PLAN o h • ti �µ• ( ' Ctezrr E 5 141 OF 471 SITE PLAN ELECTRICAL AND CONTROL W W S•4 118 OF 471 SECTIONS i DETAIL; � o1S ' T`•' ! / J: \`y , S 5 In OF471 SECTIONS i DETAIL i E-6 142 OF 471 LIGHTING PROTECTION PLAN O O X 3 ten+t 7ti,. Ti!; t::• ,r, +yzal y�yr - 1 r E-7(43 OF 471 TELEMETRY SITE PLAN o W ME S-6 118 OF 471 RESERVOIR COVER•WEST i NORTH ELEVATIONS D �: \ 'i .\ B/D ALTERNATE NUMBER 7 < Q Z r} •Ft " �' +k S-7 119 OF 471 RESERVOIR COVER•EAST i SOUTH ELEVATIONS, #J - r I °.L\ * • , `(l �� lj ' )S !r f SECTIONS i DETAIL, ALT1-C-1 I"OF•171 STREAM GAUGNO STATION SITE PLAN i DETAILS y N Y W ALT1-C-2 145 OF 471 STREAM GAUGING STATION DETAILSW S-8 120 OF 47) ET CONTROL BUI DING-PLAN VIEW,FOUNDATION • V m V = NL PLAN It DETAILS E./D ALTERNATE NUMBER 2 _ Vj S•9 121 OF 471 NLET CONTROL SUN DING-ROOF PLMI i DETAILS SEE APPENDIX•A'OF THE PROJECT MANUAL a i. z z traaLr� ' ; t j� ;Y „-• !. I �_ r T_ j - `� ` \:'',._ s-10122 of 471 NLET CONTROL BUIDING-SECTIONS i DETAILS BID ALTERNATE NUMBER 3 0 + L �r�, I^ S•11 123 OF 471 OUTLET CONTROL BALDING-FOUNDATION PLAN i DETAILS ALTHS 146 OF 471 ELECTRICAL-CONTROL PLAN-0EAR ST.BOOSTER STATION 6 Jr. �' i "�` S•12 124 OF 471 OUTLET CONTROL BLDNO-ROOF FRAMING,PLAN, ALT3f9 117 OF 47l OME LINE gAORAY,SCIEgILES•PEAR ST.BOOSTER STATION W ` tSL ! skr �'1_ Y \ 3_-- SECTIONS i DETAIL:; m Y •{ ' ; `. - - ' ..: DETAIL & SECTION GENERAL PROXCT LE60V BMBLE EXPLANA TONS • 007]yrf'17BRg AEW/TBW INDICATES SECTION LEM GENERAL NOTES - EXISTING BUILDING NEW WATER LINE ^ j O-O- EXISTING CHAIN LINK FENCIN, SURVEY CONTROL POINT C-1 1. THE LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND THE CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR X-X- EXISTING WARE FENCING ►� NEW WATER VALVE --INDICATES SHEET NUMBER SHALL BE RESPONSIBLE FOR CONTACTING ANY AND ALL UTILITIES IN THE AREA PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. THE CONTRACTOR IS ------- EXISTING EDGE GRAVELEC ROAD � NEW CROSS --INDICATES DETAIL NUMBER REQUIRED TO TAKE ALL PRECAUTIONARY MEANS TO PROTECT EXISTING UTILITIES. e EXISTING WATERLINE h SIZE Fri NEW TEE � / 2. EXISTING WATER LINES SHALL BE FIELD LOCATED PRIOR TO PLACING NEW WATER LINE. ALIGNMENT OF NEW WATER L.NES MAY BE REQUIRED TO CHANGE oa EXISTING WATER VALVE LOCI,TION C-1 AS PART OF THIS PROJECT BASED ON ACTUAL FIELD CONDITIONS. ZH NEW BEND(SEE PLANS) 0 • EXISTING WATER CURB STOP INDICATES SHEET NUMBER a m 3. ADVANCE NOTICE (24 HOUR) SHALL BE GIVEN TO ALL AFFECTED RESIDENCES FROM STORY MILL ROAD DURING ACCESS ROAD CLOSURES OR DELAYS. fw■ EXISTING POWER POLE INDICATES SECTION LETTER U C,-- N 4. THRUST BLOCKS SHALL BE INSTALLED ACCORDING TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(MPWSS), FOURTH EDITION (1996), AND CITY S O G) - O OF BOZEMAN STANDARD MODIFICATIONS. FOR CLARITY PURPOSES, NO THRUST BLOCKS ARE SHOWN ON THE PLAN SHEETS EXCEPT WHERE PLUGGING A 0) H r, th OR CAPPING AN EXISTING WATERLINE OCCURS. C-1 c to L 5. MAINTAIN A MINIMUM OF 6.5 FEET COVER OVER WATER MAINS. WHERE MINIMUM COVER CANNOT BE MAINTAINED, 2-INCH THICK BY 4-FEET WADE RIGID --INDICATES SHEET NUMBER 000 BOARD INSULATION SHALL BE USED. IF COVER IS LESS THAN 4.50 FEET, {-INCH THICK BY 4.DO FEET WADE RIGID BOARD INSULATION SHALL BE USED. C D 00 6. NEW WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS. COAP"AUFA9 W M•70 �C�� �CO, 7. PIPE BEDDING AND TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH PROJECT SPECIFICATIONS. REQUIRED BEDDING AND BACKFILL TYPES ARE INDICATED ACP ASBESTOS CEMENT PIPE SD SERVICE STORM DRAIN SERVICE L Z N 0 ON THE PLANS. ANG ANGLE S_ SLOPE ]�L V p ~Q Q 8. ALL PIPE AND FITTINGS SHALL BE WRAPPED IN 8-MIL POLYETHYLENE IN ACCORDANCE WITH PROJECT SPECIFICATIONS C.B.BLD( BUILDING SS SANITARY SEWER = �o Ca C.B. CATCH BASIN SS SERVICE SEWER SERVICE I o 9. TRANSITION TO MATCH EXISTING WATERLINES MAY REQUIRE SPOOLS, COUPUNGS, AND OTHER APPURTENANCES TO COMPLETE CONNECTION. WATER LINES C.I.P CAST IN PLACE (TYP) ER TYPICAL 6 VARY IN COMPOSITION AND MAY BE DIP, CIP, AND OTHER MATERIALS. SEE PROJECT SPECIFICATIONS FOR CONNECTION REQUIREMENTS. CONTRACTOR SHALLD.I. DUCTILE IRON PIPE UGP UNDERGROUND POWER LINE a CONFIRM SIZE AND CONDITION OF EXISTING WATER LINES PRIOR TO ORDERING CONNECTION MATERIALS. ELL ELBOW UG-TEL UNDERGROUND TELEPHONE 8 10. WHERE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON THE PLANS OR IN THE SPECIF1CAI1lONS, THE CONTRACTOR SHALL EOP EDGE OF PAVEMENT UG-TEL(FO) UNDERGROUND TELEPHONE-FIBER OPTICS NOTIFY THE PROJECT ENGINEER OR HIS REPRESENTATIVE PRIOR TO THE PERFORMANCE OF WORK. FH FIRE HYDRANT V.I.P. VITRIFIED CLAY PIPE Z w 11. ALL WORK AND MATERIALS SHALL CONFORM TO THE PROJECT SPECIFICATIONS. GV GATE VALVE W WATER - v 12. CONSTRUCTION SAFETY AND SANITATION FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR AND MAINTAINED PER THE REQUIREMENTS OF AUTHORITIES HORI'_ HORIZONTAL W/ WITH HAVING JURISDICTION. I.E. INVERT ELEVATION W.S. WATER SERVICE w IRRW IRRIGATION VERT VERTICAL Z C 13. THE CONTRACTOR SHALL PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE CAUSED OR CREATED LF. LINEAL FEET T.O.S. TOP OF SLOPE - DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. MAX MAXIMUM T.O.W. TOP OF WALL 0 14. THE CONTRACTOR SHALL SUBMIT DUST ABATEMENT PLAN FOR THE PROJECT ACCESS ROAD FROM STORY MILL ROAD TO THE PROJECT. AT THE (MAX MANHOLE 0 DIAMETER Z ' COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REGRADE THE GRAVEL PORTIONS OF THE ROAD AND REPAIR DAMAGED SECTIONS OF THE PAVEMENT (MIN. MINIMUM t PLUS OR MINUS w LENGTH OF THE ACCESS ROAD. DEGREE OF BEND MJ MECHANICAL JOINT STL STEEL Sheet No. ? OHP OVERHEAD POWER LINE 0 AT /'�� PP POWER PO'E It STEEL PLATE G L PT POINT L ANGLE b RED REDUCER SO STORM DRAIN of 47 Copyright 0 2002 HKM Engineering Inc., All Rights Reserved. i I I 1 �+ 0 EXISTING BARBED WARE v x x FENCE TO REMAIN GENERAL NOTES: a o $ 1. THE LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND THE + \ • '-' A CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. THE w' 5l CONTRACTOR IS REOUIRED TO TAKE ALL PRECAUTIONARY MEANS TO PROTECT EXISTING 'TRUCTURE EXISTING UTILITIES AND STRUCTURES TO REMAIN. TO`.REMAII IN-PLACE - s a 2. THE CONTRACTOR SHALL DISPOSE OF ALL MATERIALS, OFF-SITE AT AN APPROVED \I� CP�,12 EMOVE/PPROXIMATELY v 7 a EL=55pp26.9 LANDFILL THE CONTRACTOR SHALL COORDINATE WITH CITY OF BOZEMAN. FOR THE I N 4707.88� BARB LF. EXISTIN REMOVE APPROXIMATELY USE OF THE BOZEMAN LANDFILL 1� BARBED`-,M11RE TEN 21L00 LF. EXISTING E 5088��'3 11 __ _ \ \ � 0 = 3. ALL MATERIALS NOTED TO BE SALVAGED SHALL BE DELIVERED TO THE CITY OF BARBED MARE FENCE $GAS 20 20 40 o _ --nC - +---+-_ __ \1__ \ o w BOZEMAN SHOP. THE CONTRACTOR SHALL COORDINATE SALVAGED MATERIAL DELIVERY &GATE. II \ - scde feet LOCATION & TIME WITH THE CITY OF BOZEMAN. WATER DEPARTMENT SUPERINTENDENT _ IL "----_______ ROAD EbSnNG 41PA WL ACG�ROAD o z _ f ______ o �oWz 4. BURNING MATERIALS ON-SITE IS NOT PERMITTED. `�psnND GRA\O-ACCESS--- I' � --"--- GENERAL LEGEND • 0 4�� 5. BURYING MATERIALS ON-SITE IS NOT PERMITTED. EDTusa1la Jt I ' EX/ST/NG 6. ANY PORTION OF EXISTING DRAIN OR OUTLET PIPES THAT IS LEFT IN PLACE SHALL I 1 / BE CUT, CAPPED & FILLED WITH NON-SHRINK GROUT. I / f o I \ �a I ` I —•••—EXISTING DITCH o 7. THE CONTRACTOR SHALL POTHOLE EXISTING 18'9 WATERMAIN TO VERIFY EXISTENCE I \\• I ( / I CP-11 -O—O-EXISTING FENCE OF EXISTING VAULT IN THIS LOCATION. NO VAULT FOUND UPON EXCAVAnON. 'I I I+ / J EL=5013.87 c ■ EXISTING POWER POLE o ADDENDUM #1 8. SHEET C-1 - ADD THE REMOVAL AND DIPOSAL OF EXISTING CRANE AT EXISTING CHLORINE REMOVE EXISTING I � I N 4612.23 � EXISTING GUY ANCHOR • ~ STORAGE BUILDING. THE CRANE SHALL BE CUT OFF AT SLAB LEVEL WITH ANY VOIDS BACKFILL 12" PIPE &FITTINGS \� I / E 5034.48 (� '; I W. EXISTING WATER CURB STOP �' W WITH CONCRETE AND TROWEL FINISH. _ I I / EXISTING BARBED WIRE oo REMOVE EXISTING II 1 REM ,YJ.•_ FENCE TO REMAIN wv. EXISTING WATER VALVE Q _ CHLORINE INJECTION �W°Ms - LINE x j 1 4•� I + I To.w EXISTING TOP OF WALL ELEVATION REMOVE EXISTING R&Qw ICON / tos EXISTING TOP OF SLOPE ELEVATION < a Q Q FLUORIDE INJECTION - A 11 BOX STRUCTURE / REMOVE EXISTING EXISTING MANHOLE Z Z J 11 REMOVEUNE EXI g + POWER POLE, ANCHOR EXISTING CONCRETE o W Q d - AND'GUY MARE, • REMOVE EXISTING- I'. - / 12'0 BY- AS$/ Lu PIPE GALLERY VAULT, P / /PIPE / // J W Z SALVAGE METER AND !,NNEE(M,FKU /By / ITEMS TO BE REMOVED > 0 N VALVES. RETURN TO REMOVE STING / tva ) ------ -- CITY OF BOZEMAN- I PIPE 'r Z Z 71NG,CHAl1� - - -/ // //1/II r'/�j 11/ �// r Ill -FENCE LINK REMOVE 7B O�L F `-- / // ,``/'/ REM VE,E 87RUd11JRE/'�/ / // �/� W N 0 \REMOVE GALVANIZED TUBE - - REMOVE 40.00 L. / / /J+/ - , r / �/ o ___Comm CFIAMf LINK --` .- - TEEL POSTS AROUND ENTIRE EXISTNC B'�PPE / / A P�/// _ -- ' / i/// REMOVE • m W --- --- --' PERIMETER OF RESERVOIR CARJLBLOCK 0D- STING _ Ord Bf05T�10"1 �/ EXISTING M - -- - - (TYPICAL) - - _ IN WOL� �PIPE' / PIPE a - - _ _ GA IE / / / / / i O - - --���-- -- O - //O - 0- / / / / / 'REM E)OSTNJG zo.w'--xas __----- ---- __- __-122.50' - -- / // ///.I / - EXISTING } so2vo r - TO BUILDING saza91 4 A2' •/ / ' / T REMOVE EXISTING •9; REMOVE EXISTING—-- I IIII III I I// / COO DIA. STANDPIPE a • "I' l 12'e PVC INFLOW I I I III 1 IIII r � -- /, :i..• \ III I I r • . :I. I- .• PIPE SULD"m// 1 i j j I I I i I/ I _- / CUT&CAP EXISTING r� rf 16'0 D.I.P.. SEE SHEET 'P I :, 1 .1 _ C-3 FOR EXACT LOCATION. III 11I r 1 i i� i wv. .. I 1 IIII IIII I� IIII / .' rl • ... i 1 I l t l i T i l l / 15,0 D.LP. I I / /2 PAIR-GDAITRQL' / 49e9.1e 49Aa9Z: 19 V / IeRfs'IN 1/z REMOVE .. ffi \\ EXISTI GNtfi Pp I I I r 7 1 I I/ Plti CQ\OUIT 5 F CUT, CAP,&GROUT - -- - - {1 SEE CITE,N 6u I i r I IIII I I ABAN IN P�ACC 7(NG ci T I' ti# I IIII 011 I I h r I I r I I/' , ANHOLE 0 - -- -- EXISTING 16'0 D.LR. .f1LL '.. 11 I I Ij IIII IIII f1II I III / ��/ ':- ---- �--I CV IrO Irlf 1111 111/ R r - - f \ IIII Itll 1t" II11 1 II -'�9,P --- - ----- PROTECT EXISTING 16"0 - REMOVE EXISTING LINER _ 49ea.6- - - REMOVE PVC FRAMES O. IIII+IUI II I l I III j III j PIS . '�/ _ _ -----__- + PIPE IN PLACE Z +'O. O O FASTENERS MARKED. AROUND EXISTING 11 11U 1IlI I o .. _ I IIII1 1111 1111 l I I I r om-, •: •,. �L?A' BYBAt(WD '�) - ti IIII III 1111 11 111 11 11 till//// / / -- OUTLETS IDeB.9*�S X. .499e.91X, *y��X CIS �9e707 00 EXI3nNGN^ON�9 OU I I I I I I l 11 It Iltlt I / / 'r / I / + �, (� �' CIO 1rJ C .. :. OROUT498Z0.9 _ 12'OYERfLOW STEEL SEE.NOTL",INO .IOLIlls 11111111 111 1 ltl�'•/ .•'� /_, \'tr•�.•• \\ TO REMAIN lI i l IIII Ills I --- W 10 00 to .,: �W 1 111 I aE amm PIPE.' ounEr' • O I II II It \\\\ \\ '1 tlt ___--_-__ VALVE-&APPURTENANCES + Z 00 CUT. CAP & GROUT II Iljl \\\ \\\\ \\ 11 11 _----___ CLl7 k CAP EACH END ' 14 EXISTING 10-0 OUTLET IIj1 II\\ \\\\ \\\\�\\ \ 'SHOWN•_BLOCK ENDS.. \ "� p O p Q 49e9 Je. 490Y 09 496e6e III` to 9 \ \\\ \\ \\ Pq ras I I. ao.w 5o21.02 Z 5016.e6 ` U, M O O O -\ �� t / Ate- _ --O_ —9-- \�-� . `�`�� �\` \ �\ `'•e\ ``` - Z O \ w N REMOVE GALVANIZED TUBE - - - REMOVE 10.00' WIDE + fL STEEL POSTS AROUND ENTIRE SECTION OF EXISTING- r - \ ' - _ ` ------ ------ �` ' r �i- _ �♦ Sheet No. 3 f PERIMETER OF RESERVOIR VERTICAL CONCRETE ^----- - ---- r --'�/_ - `-----------------'- - (nP�A1) WALL. SAW CUT 1.00' -- - Z/ � I \ ,� 'r + C 1R i ABOVE-WATER SURFACE, It r'I I I I I I `1 I ! 1 a -------------- SAWCUT VERTICAL _ ----- /- --_------- TYPICAL 4 PLACES) - z__- ------ - ' ' I�` \ /r� � $ 1 1 ! lOf III,.of 47 Copyright 0 2002 HKM ENGINEERING, Inc., All Rights Reserved. s GENERAL NOTES v � 1. ALL ELBOWS & VALVES SHALL BE THRUST 4. CONTRACTOR TO INSTALL TEMPORARY 2' HDPE LINE TO PROVIDE o N BLOCKED PER e O BY-PASS TO RESERVOIR OVERFLOW DURING THE DURATION OF THE + CONSTRUCTION. BRIEF INTERRUPTION OF THIS BY-PASS FLOW WALL d m D-1 D-1 BE PERMITTED UPON APPROVAL OF THE OWNER. THE CONNECTION \ o INSTALLED TO THE 16' TRANSMISSION MAIN SHALL BE FIRMLY THRUST BLOCKED. \ n 2. ALL BURIED WATER MAINS SHALL BE CLASS BARBED 5-WARE FENCE n 51 DUCTILE IRON PIPE, WRAPPED IN 8 mil \ DETAIL IN KM /9 a o PVC EXCEPT WHERE SPECIFICALLY NOTED ADDENDUM /1 9. SHEET C-2 - REPLACE: SEE THE ATTACHED REVISED SHEET C-2 FOR ADDITIONAL \ • Z i 2' HDPE BY-PASS PIPE AND SEE NOTE i4. \ INSTALLED 2-12.00' WIDE 8 u ON THE PLANS. & 1-4.00' WIDE METAL - $: 3. THE NEW 16�•OUTLET& THE NEW B'0 ADDENDUM /1 13. SHEET C-2 - C-3, M-2, M-4 - THE 2, 3/4' HOPE LINES ARE TO BE ROUTED _ GATES DRAINS SHALL BE INSTALLED BY DIRECTIONAL INSIDE A 6-INCH HDPE CONDUIT PIPE. THERE IS NO TRANSITION TO DUCTILE exrsnNc cR�GtC--_A �� o d IRON PIPE INTO THE INLET CONTROL BUILDING. - - - \ z DRILLING OR APPROVED EQUAL _ _ _ _ -- � \ U THRUST BLOCKING- - INSTALL 12.0+ LF. _ • BARBED 5-WIRE F@1 1 r\--�A z i f (TYPICAL) SEE NOTE 1. _- _ `1 � tQ CONNECT NEW BARBED ' -\ 'O�Fss m�rc o CONSTRUCT 3.00' - - WIRE FENCE TO EXISTING j NEW ROAD ; 6.1 - WIDEx6.75' LONG _ BRACE POST. 3 VALLEY GUTTER / I NEW 5- POST. EXISTING o o i wz i / (TYPICAL) / 12'D.Uh INLET!I • CONTROL INSTALL 132.Of LF I yKM I \ BUILDING. SEE /CHAIN LINK FEN& --5a,o' REL A 2-1 SHEET C-3. Y / - - CONSTRUCT EARTHEN BERM & EXISTING BUILDINGS - '',VAL� \ _ MATCH EXISTING o INSTf LL 4� THICK INSULATION �F�NCE 9i KIND OVER PIPE. MINIMUM COVER OVER TO REMAIN r \ DOSE COMBINATION SEPTIC rn � � V I LEIF DOSE TANK, PUMP PIPE SHALL BE 5.00'. SLOPE NEW - ONTf�OL _ AMBER STING CHAIN BERM AT 5:1 TO MATCH EXISTING I W ILDING / • ~ / LINK FENCE C GROUND. _ - - - - - •. z V ( TYPICAL _ -_ -- - I --5024.00 INSTALL 2' TEMPORARY Q o W INST_ � Y - iHDPE. SEE NOTE NO. 4 1 o CA1 - NEW 10 DJ.- �N ATI AD- - \ / I Ir a jr d ///`� Z �/ C /�` __ - - - - _- - - - /� NEW BUN DING A a Q Z / �nin `/ � cw TML t- Z fill, AOCES ROAD �1210 WIDE D-1 2 W Q Ja - - - - -- SHEETC-3 ~i')y / / � • Z 2 ^\\ ING LAYOUT- t: �ti° / / / / / / Lij 0 ~ 0 / / 50211a d-6 -\.SQY T- / 20 0 20 40 0 0 J Q - lI CP 1-SPIKE 1 -- -�T2'g o--- \\ \ ( - _ / // '- - / / 5025 / / I - Et so2os9 -_ --- as-4��O - \ \ / / - - _1 / / Y / scale feet 3 11 Q J LU O so?o2 c s oo 1 0.92 LF. 12'•p -� o \ \- '/ // j/r _ / // / / / GENERAL LEGEND nI Q W 16" BEN CORE LINK SEAL, - - 5342 L p\i • �_ / / y -__ / / �� EAWFAW -- W N W I -&BOOT. PIPE. - ! = / / �' • W 0 O .le DI `^ •7�LF 1ro / / -- - /- EXISTING DITCH ,� m m PENETRATION. - I- 50, // --- / -0 --0- I 1 � I,. - - /9 1 � - EXISTING CHAIN LINK FENCE � V If - EXISTING BARBED WIRE FENCE N Z I I' EW INLET = : f. / \ / // / - EXISTING POWER POLE Q MNG 1. �,:.. I I II // // l �Cjta o _xp -.- 49eR .I: I I. - - \I \I // 1 1 EXISTING GUY ANCHOE Z - I :-�' 7 : 1 ,. - _ I I l I ' III / /j�/ / ' J r IBUADLN>;_ IKCS EXISTING WATER CURB STOP J I - _ I:•' ..'r .' .�.° - II.I I II I �/ / / Wg F j=49BY.E9 / R6 /EXISTING WATER VALVE v /`n�"I� ran . EXISTING TOP OF WALL ELEVATION 5�• -L' ' / 1 / / i2' Oy I", EXISTING TOP OF SLOPE ELEVATION • EXISTING MANHOLE jI I EXISTING CONCRETF� - _-:. -,. :. I I -� I II F I II I I I / / - Xx EXISTING CONCRETE 49BS97 .. - - ' l / / ', + NEW 16' HDPE\ou I I - •.'.. - _ _ 1 I I I I NEW,OUTLET& DRAIN SHE �J1 IIIx II Io,,, ri 'Ii I I III III I/ Cb I E OUTLET CONTROL NEE - SHEETC-3 + CC CV LIN O (1) MDRAIN EXTEND ^ s I .. .. 1•.. .1• .:. _ -- - I DPE-{f p��CH N I j . w1�7• . ° o �L t . \+ ExIS nNG tit0''+ 0m0wLOW -- \ \\\ \\ `'oy 5 2_ .50168B. - :••1 - f : •• - -. - - - I I 11'11 �,' ANDFLADRA �PPE" • -- Wp��-\\\\\ \� \ � ��� °�10 I TQ Mf \ \ W O)•- 111 \\\ \\ \\\ . \ x 'o m ° :a.s II I 11'1 1 1 1 1 �1,\ \ \ CATCH BASIN TABLE I 1\ Cotchbosin P Pie Pie Catchbosin Invert Invert Invert Invert I I CONSTRUCT 3.oW WOE:S.00' F. ` , _--- `- �� _-- - I f - I 1 1 1 11 1 \\\\ \ \ P P LONG VALLEY GUTTER. PROVIDE - /p �\ - 1,1 \' \ \ size l POSITIVE DRAINAGE TO-ADJOINING D0 -� 1 \' No. Ina, LF eeh S1op� RNn Et. NoRh South Eael West _\ \ DI7T21. (TYPICAL) - - - - _- --`- _r \ AOO� I \�11 1\ \\�'\\\\ \ CB-1 12 38.72 0.50X 5018.50 5m250 501245 02 s' I �\ \ \\\ \ \ - e I \\\\ \\\\\\ CB-2 12 55.42 0.50X 5021.80 5012.78 501288 - amp DOWAVO a AJIVAC -- - \ \ / \ \ \\ u. \\\ CB-3 12 60.92 0.50% 5021.50 5013.16 5013.06 m \ •�///___ - - - - -_\\�_\ \_\ \ \ L - _ - - _� \ _ --/ // `` \\\\\\ \\\�- CB-4 12 60.92 0.50% 5021.50 5013.57 5013.47 \ \\\ CB-5 12 60.92 0.501 5021.20 5013.97 5013.87 Z CB-8 8 55.42 1.25X 5022.50 5014.37 5014.27 m \ / / CB-7 8 52.9 1.25X 5025.70 5015.50 5015.40 01 Sheet No. 4 CB-8 51.5 1.25X 5017.70 5016.16 CB-2-1 8 53.01 3.00X 5017.70 5014.37 C-LA ■ of 47 Copyright ®2002 HKM Engineering Inc., All Rights Reserved. I I i i I ! TT �I NEW 16-x1 I I v :O PUSH<ON CROSS INSTALL I�EYf18•><Tt' Z o m x NEW OUTLET k DRAIN REDUCER AT TIE IN POINT I G7 I n PIPES SEE SHEET C-4 $ I�J 12•x6-REDUCER 18•BFV PIS lY D.I. J s z 0 /O A 6-GATE VALVE 16 BFV I I Z x 3 WITH VALVE v W 1 I I I Z MARKER(TYP) -� r 6 1 6•FLxPE NEW 12• m z D.I. SPOO SEE SHEET C-2 L g 90 BEND FOR NEW STORM 4• 8" 45• NEW 16• o • �. ,� IDRAIN SYSTEM BEND DI PIPE I I I. I - a j _ - ---- n o z m�< SEE M- o o _ J EXISTING G ( • o _ NEW 12• E KM 1' TO REMAIN IW O 6 0� SEE M-1 i DI PIPE R LVESTE,2-12" Y g O a NEW 12- v x �oZ I TEE Wr2r- O d o zo BFV - NEW 16'HDPE DR11 0 kQ� Anr I NEW 12' 15.DD• D.I. PIPE I U �, z I — — 44 o I 10 O'-0• � o � o a° INLET CONTRO I o;� Z o a•a0 BENDS BUILDING F Q I vN az FF-5024M Y 16- 45'BEND 0� i n> SEE SHT. A-2 FOR FLOOR PLAN W/NEW 16-MJ 5.00' ADAPTOR ��? ^ V. 5019.00 2.00• / 7o DRAINFIELD • (2) 12" 22 1 2 ELBOW �` o SEE APPENDIX-B• + o wp$5 s.00 /I OF THE PROJECT N U I25.00' MANUAL v) NEW r D.I. PIPE SAMPLE WATER CLEANOUT nv m I $ ` RETURN o zxx g-x - IIIVVV 7 e I O ¢ m oD z a U m z of '" A 123.4010 Z 2.R 25.00• xJS..�O 3/4- PE LINES nm cn ` L=53.96' 'SL (CHLORINE SAMPLE PUMP _ ;oI N / o v m T=4G-69 LINE AND CHLORINE LINE) Q' o B RIP RAP S�fi - � goy INSIDE 6-HDPE zPAD J 1 v R.? -o o � BEGIN CONSTRUCTION o 6' 45'BEND a / °39- - — / z.ycH 4o � . ' ACCESS ROAD • y f 8 22 1/2 / PVC STA. 0+18.84 / MATCH EXISTING E 4870.29 oy� BEND /J / ROAD EDGE k V. a'4988 ti e CENTERUNE / 022. 6•R 12- #� ` TM1 A 75'00.03- / ... I �5224t R-35.00• R PT t. R.-7.50 12"D.I. �_��.-A Q� L-44.90• W / 0 ,9(r EL 12-x8• TEE I y � - � I n `I 8' ` —MNATION SEPTIC/bOSE /J 12• BFV / TAW,PUMP CHAMBER •GATE VALVE I I U GATE KM NN T, A I m VALVE , WIDE AC ROAD /{ u N $ Boa) o i 6. BEND APPROXIMATE INSTALLED 8-x 6- TEE �i `� 1 11 CATCH LINE - - - _I -I BARBED 5- RE FENCE 8- D.I. �ONTkOL 11 (� ) MADETAIL IN KM #9 � � 0 � a0 00 00 OUTLET • I INSTALLED 2-12.00' WADE C N'^ C'BUILDING V m i \ / do GAT 1-4.00• WIDE METAL C C p N .p 00-O ES W N u7 � FF-4989.69 ti U Z : � SEE SHT. A-2 FLOOR PLAN z F I Gj l C)o O o Q BARBED -D x � '0 cin o � g 12•BFV 1 WIRE o�i R � I GENERAL NOTES: 1. THE CONTRACTOR SHALL F OTHOLE AND I �I 3000 12•x8' TEE ', 1 \ \ VERIFY EXACT LOCA71ON OF EXISTING le �A DRAINAGE AINAGxipT 4 D.I. OD* 8• go.EL \, OR OOUUTLET CON PIPETRTO ANY ROL BULLDIINGLA�YOUTTOOR FtODR CONSTRUCTION. Z END CONSTRUCTION DR,�yN -�. A A \ 2. ALL EXTERIOR VALVES SHALL BE MARKED ec WITH VALVE MARKERS PER DETAIL W o->STA 2+aa.0a / \ \ e I I W p->N 4595.94 1 O -+zE 48a0.67 COUPLING CtlNNECTION 16•x1Y REDUCER Z c�m �\ 3. ALL D.I. BENDS R FITTINGS TO BE O x x Tb EXISTING 1B•PIPE / \ MECHANICAL JOINT(�CONNECTIONS. I 10 0 10 20 z 'I- l reds feet Z v fl W.V.1, W O Sheet No. 5 i C-3R of 47 Copyright 0 2002 HKM Engineering Inc., All Rights Reserved. / o O o m I n c a .o � I. I , a� / • o O I 4989.19 NOTE: _ m T-OFM U 1. THEN HOPE HOPE OUTLET 3 THE o ' NEW f MORE DRAINS SHALL EIE MST BY DIRE TIONAL OR �� I I f EDUAL�SIURBANa t0 THE 2 _ z i II G bON��PANELS k EMBJWKMEdT c m<Ro . SH BE 1�IflMIlE,D. Y NST 20.00 LF. 12'0 rn 4988 88 OR APPROVED EQUAL .DRAIN .� _ �I WO HOPE OUTLET B I I SEE SHEET C 3 FOR N 'X SEE PENETRATION �_ PIPING AND OUTLET o 4988$7 A DETAIL O — CONTROL BUILDING DETAIL N O a NEW 18'HOPE DR11 OUTLET (SEE INDITE /i)DRAIN � a ETRAnON - - I V B SEE DETAIL //"' • a 2 0 W 151.00 LF OR11 9-GATE VALVES N �- 6.O0• MEW e'HOPE LINER OR I WIDE VALVES TO \ 10 �/ D 10 20 0 _ .MOVED 151� COVER (TYNCA) _ I I ------- 2 FEET HEST KM� 00 LF.I"8'1t0PE Q soda feet i ORIt _ V01R DRAM] —L N >� • ;�`�py m - C DI E 4855.87 M --� TCH INV. EL=4986.0 � PER KJ fINSTALL 2-8'0 TERM N I FLAP 4988.79 I I - __ O - / OR10APPRROVED AL TO DITCH } 1 z J ARKER TS RIP RAP \ INV. EL-4986.0 MPAD O/TCy PER KJ 12 0 a` oo 19 M 19 Solo t 5020 10 E7bSTMH�Qonrcz�E1E PANL(7YPIrAL) lo EMSTING CQNGYtE1E - —--- Coo c0 PANEL( Uc -.Cp 0) � t �X oO,� � 0 M xxro -- 5000 Y-r a4 VALVES C p-M - `v7 ChQ WN 1111114 Rm POWS I00'nL 907H C"~ N x :�i 6 -I B DRAW PPES yr- Ch O ✓i O Cm L)-- 18 0 HDPIE DRI/ MET PIPE l NGpE DRr aRAN —— Y Do C-4 O -- -— - S�Ot x U cal �23Q! DAYLIGHVT NEIY 8% I NDIPE OR _ PIPES_ - 16'f HIDPE OU C D AL A 4980 INV..EL-498D } 4980 SEE 1RA AIL_ Bfd�RAP SEE PE � NEIRA DETAIL NV.Nv 91 91 8% AR ATAW- 00 KJP 1 P li Z n rn rn v� in ao � OL r` r` N f0 fppp n Y p y Obi Obi O C) o N Y1 f f i 1 W a a n Z o+00 0+4 + 1+ ... .. �s Z W A SECTION - 1W Di OUTLET SECTION - 8' FEWE DRAM LMES 274 SCALE :1'-20.OIY HORIZ C-4 SCALE:1'-20.W HOR17 Sheet No. 6 1'-10.W VERT. 1'-10.W VERT. C-4R of 47 Copyright 0 2002 HKM Engineering Inc.. All Rights Reserved. Lymm Crwwk RNwroI Exkow Crook R 1'FLOiRIDE�_ k[+ r w � Crack No. Length C rack Le Crock No. Lin Crock No. Lon h o Nt 1.31 Si27.75 E1 14.34 Wl 1 .9 v PIPE GALLERY 1 1 rp I N2 51.31 27.75 E2 8.30 Mfg 2.40 o r CONCRETE PAD I N3 9.13 11.84 E3 32.09 W3 14.09 m RAISED 12'FROM / N4 4.09 3.73 E4 2.15 W4 15.59 a 1 0 . _ - Ex/snrvc cRDUNA r , � NS 34.4 0.81 E5 8.00 WS 0.80 • NO 1.80 9.34 EO 9.57 WO18.39M 3.19 14.71 E7 17 W7 19.80 1' i , I N8 3.15 SB 3.49 E8 12.82 20 0 20 40 - -- - _ - 57M/C i �1 r �: %' ( N9 I'm S9 3.40 E9 1 .1 v i , N10 7.89 E10 14.77 z° i -I N11 7.51 El 34.97 scale feet SEE SHEET C-1 FOR --'- ' /�r )i,P .F �R-I ,� N12 11.62 • N DEMOLITION OF EXISTING- �� i �° P� _ N13 18.75 -- - - - IMPROVEMENTS. - _ - �� �� \ � _ _ _-_- TOTAL 103.75 135.3 1 158.28 88.7 � ' i - \ 9,- TOTAL 544.03 LF. K_ m <o 4 , - CONTINGENCY 100.00 1 GRAND TOTAL 844.03 LF.etc EXISTING CHAIN C _ _{. O - O - O -• - - -- - _. 0 - LINK FENCE 0 - - ° • o LL (TYPICAL) I - ' Lmm Creek Emloffita doklt R N D - - _ _ - -- - _ 0 \ ��,' ,-' Joint No. Joint No. Len Joint No. joint No. Len m J5-1 41.97_ JW-1 511.11311 JN-1 41.47 JE-2 41.50 JS-2 42.30 JW-2 42.33 JI 42.18 d N-2 JE-3 41.57 JS-3 42.54 JW-3 JN-3 42.90 N-s�i j' ( JE-4 41.54 JS-4 42.97 - 41.89 - 42.35 i JE-5 58.70 JS-5 43.80 ABANDONED j' • U S 0 z N-N WATER SE£PA •,- a LL -N-10 N- N-1 O.1.4 2'PA/R CONTROL JE 2 ` i ' WTR£S/N 1/2 / .�. JW-? PVC CONDUIT I A ' ,9�' Y A4 242.19 213.48 100.10 210.37 00 QrOTAIL Q C - - -- - - -- - ----- ----- --- --- ------F- 1---r_ CONT6VGENCY 1000.00 LF.52.20 LF. • W 2 I I E-'_J EXISTING 'S AND I r GRAND TOTAL 952.20 LF /w20 I JOINTS TO BE CLEANED I r!' J TYPICAL A I I AS ON �r�� �Wy / o_ O NJ AND GROUTED. SEE CRACK Z C-5 I I C EXISTING PANELS L-s AND JOINT TABLES THIS / C- TO E REPLACED SHEET FOR ESTIMATED �,b\ Er'h a 0 f r E>�ACAI ,rorNr * PANELS REPLAC QUANTITIES. `'\ f /' ,' , JW_,1 I _ 1 -I- RSUMPE S9 FILLED OUTLET _ 1k SEE-CRACK I I a W __� FOLDER IN REC S I r r r r r { I 1 1 / , I ON'ICONCRETE. FOR ADDITIONAL ACKS • KM I/4 ADDED FOR REP R. ', / VARIES EXISTING CONCRETE n (TYPICAL) jq +.41 Sum - - - 12 ' EXTENDEDPIT - _ 0 II - _ RE OVE EXISTING W IIII I II \\ /S - a - -- r P OPENINGS- 0 SE NOTE /2 WATER SErnA i1\\\ - 5 z J R / WATER•`SEEPAGE \ I \ \ \ a CAPPED 2'/ 5/ I I I \ • PVC PIPE (!_ +I \\ r I B VERTIC L WALL / [-s I �. s--J \ I \ INSTALL OVERSIKAT P 122 PLUS MORTAR, \ PRESSURE WASH & OR APPROVED EQUAL, PER JOINT v, e S1 _.L. $_2 S / \� I PRESSURE AIR DRY MANUFACTURER'S INSTRUCTIONS. C S I I s-5 I I EXISTING CRACK & PROVIDE A SMOOTH FINISHED -- - - - - _ - JOINTS. REMOVE ALL SURFACE. - - _- - _�__�_� _ LOOSE MATERIAL k ('LEAN RESERVOIR J GROUT. :.EE N TE NO. 1, O - 0 y0A 0 O R b O EXISTING SUB-GRADE GENERAL NOTE: C° - 1. PRIOR TO THE INSTALLATION OF THE GEOCOMPOSITE FABRIC & O POLYPROPYLENE LINER THE ENTIRE RESERVOIR SHALL BE PRESSURE C O N O PLAN - EXISTING JOINT & CRACK LOCATIONS WASHED TO REMOVE EXISTING ALGAE AND CONSTRUCTION DEBRIS. /4 DETAIL - JOINT - CRACK REPAIR o, � = (y) SCALE :1'-20.00' 2. EXISTING 16' IN 10' OUTLET PIPES SHALL BE CUT BACK 1.00' BI-HIND _ SCALE :NONE C � N --- -. - - -- BE PLACED OVER EXISTING LOCATION OF OUTLET PIPE EXISTING CONCRETE PANELS, PLUGGED AND GROUTED. NEW CONCRETE p PANELS SHALL S e d 0 � � _ - --- ZcT PER DETAIL c_5 C *_ Lu F_ � o k Lo NO PANELS REPLACED Y U ? '0 X ND #3 MORTAR EXISTIN" A O O Q JOINT(TYPICAL), c-5 GENERAL LEGEND x :2� �o m 0 42.0'* 42.0't SAWCUT OR REMOVE EXISTING 0 -EXISTING DITCH I EXISTING PANEL AT CONSTRUCTION .XXNT. ZZ EXISTING FENCE EXISTING WATER CURB STOP •^r;,e r EXISTING TOP OF WALL ELEVATION � EXISTING VERTICAL WALL A .����; '�•;y`'.%' ' , JOINTS ALONG 4.00' TALL C-5 EXISTING TOP OF SLOPE ELEVATION Z UPPER WALL SECTION. _ °o o ° =,o EXISTING MANHOLE - JOINTS SHALL BE CLEANED AND MORTARED BOTH SIDES EXISTING WALL& CRACK NUMBER uw OF WALL (20 JOINTS TOTAL) EXISTING JOINT& WALL NUMBER w u k Z G -6 THICK CONCRETE SUBGRADE COMPACTED REPLACEMENT PANEL TO 95%MAXIMUM z a 6' BASE ROCK w i u 0 Sheet No_ 7 � B DETAIL - VERTICAL WALL - TYPICAL JOINT SPACING C DETAIL - PANEL REPLACEMENT C-5R C-5 SCALE :NONE 3 C-5 SCALE 'NONE of 47 0 Copyright 0 2002 HKM ENGINEERING INC., All Rights Reserved. I � z , eT - — — —— — 0 SALVAGE AND REUSE $ n EXISTING BOLTS, NUTS a � AND BATTEN ALONG THE • �a-, �I I TOP OF EXISTING WALL '- I I I I SPACING AT 12' KJ/8 I I I I v - g 6 B ATTACH CRNEETWE LINER - AT TOP oD C- WALL (TYPIC 4 SIDES) U•co;o 8 45 mI REINFORCED - POLYPROPYLENE � LINER o-- }- -- ----`*'-- ------ GEOFABRIC CUTOFF m AFTER BATTEN BAR KJ # o D COL MN BOOT 1/4- THICK, CLOSED a' SLOPE I i C-6 (ON.COON i I I i, SCELL PONGE SLOPE NEOPRENE • IIN PIPE 0 0 z o 3/8'x3 3/4' STAINLESS a © I I I STEEL ANCOR BOLT ourF�ow(sreci 6'ox (TYPICAL) oa F Z LIJ o - - 1 %� (WEDGE TYPE) • Q --�-- ---�----- \��, ` 1/4' THICK x 3' MADE o VI ` ST. STL BATTEN BAR O wl II, SIKAF-EXEXISTING CONCRETE O to SEALANT //\\.,. .,. RESERVOIR PANEL () EOUAIPPROVED \% \. ` 8oz. DOUBLE-SIDED O C INSTALL 400.ot ft. \j ` GEOCOMPOSITE FABRIC OR C_ GEOCOMPOSITE FABRIC _ _ B INSTALL 48,400.03 ft. (TYPICAL) HYPERNET C-6 45 m➢ POLYPRDi'LEN� LIN SHORT OF7TEN \//jam:,... m ad TYPICAL BAR KJ/8 \/, • LLI - -- d C o o-t 2 6 fB DETAL - TYPICAL LNER CONNECTIONZPLAN-LNER & GEOCONPOSTTE FABRIC INSTALLATION SCALE:NONE C-6 SCALE :1'-20.00' a 20 0 20 40 scale feet GEOFABRIC CUTOFF AFTER BATTEN BAR GENERAL NOTE: ADDITIONAL SEALANT —� INSTALL REINFORCED 45mll 1. HYPERNET UNDERDR IN TO BE ANCHORED TO APPLIED . POLYPROPLENE LINER CONCRETE PANELS IMTH POWDER ACTIVATED .4.. v ST. STLHER NAILS AND LARGE DIAMETER ST. STI_ NEW 24'0 CONCRETE WASHERS. - SUPPORT COLUMN. SEE �. STRUCTURAL SHEETS. CV FIELD WELD NEW 45 mll- •4 ° INSTALL GASKET BETWEEN O td POLYPROPYLENE BOOT 70 NEW COLUMN AND NEW BOOT Z Z b O NEW 45 mp POLYPROPYLENE H — "'t♦♦ BE ATTACHED FABRIC R B LINER. (TYPICAL) .~ .• py O E- N ♦ BE ATTACHED WITH LINER C-8 INSTALL 2 (TWO) 1/2- STAINLESS W GQ H STEEL CLAMPS. 45 mil REINFORCED �• W ii F INSTALL 1 (ONE)LAYER OF FABRINET POLYPROPYLENE Z Q E- 63 00 GEOCOMPOSITE 8oz. OR APPROVED LINER _ ♦ ko EW GEOCOMPOSITE C7 m EWAL, AS SHOWN. INSTALL FABRINET FABRIC z m t0 ♦♦♦ OVER 2(TWO) LAYERS OF HYPERNET A. 2.00' w 00 X ,♦♦♦ INSTALL 2(TWO) LAYERS of ��------- ---��-----�---- ( ) x z j/\ ♦, HYPERNET GEONET OR -- ---a----- - '.�: - ----- ----a------ — O C' -------- a- -- ,e /\\ ♦ APPROVED EOUAL STAGGER -- - - - <- -e-------------- a �����-- ----� ------- ]y" COO W fjr 0 1L /%,` ♦♦ ♦ )_ f).00° LAYERS AS SHOWN. ° �. < "!'.':. +; ., ,! . . °g ° 77 //�/ ♦ I SEE NOTE NO. 1 ABOVI= / // .' .. •� i / // // // // // //\. /\��/� ♦//V ---- - ----. NEW COLUMN FOOTING i -------- SEE STRUCTURAL SHEETS. Z // W \/\\ \ \ \" \ \ \ \ \ \ z a w Sheet No. 8 a �AL - OFOCOA�P03�1'E FABRIC LMDS DRAIN CD - TYPICAL BOOT CONNECTIONC-6 S�: C-6R i SCALE:NONE of 47 Copyright 0 2002 HKM Engineering Inc., All Rights Reserved. m (� X nY a e 7 6 3 I T ' c: o 25170 r o m ••• y 1/4'•STAINLESS STEEL $ a CABLE TO CEILING WITH • • 1/4 ST. STL THIMBLE - AT LOOP 0_2(TWO) STAINLESS '� d STEEL CABLE CLAMPS. z Ai� i� 3/4' STAINLESS =24.77 5.43' 1a2't 1&00' S�IEEL TURN — mdN7H JAW doEYE HOOK o3N����WD INSTALL FIBERGLASS _ STAFF GUAGE • o z m 3/8'•FACTORY o FABRICATED ROPE HEM 3/8' x 2 3/4'STAINLESS •� :• STEEL BOLT MATH NUT R o 3/4'ST. STL CIENS ; WASHER O IS' ox. � SLOPE I I I I I I PIN MATH ST. STL COTTER •� 4x3x1/4 ST. STL o V SLOPE PIN '�•• ANGLE O 0 INSTALL 45 mll C N EXISTING 4.00' I I RPP CURTAIN —7 I I I O �T�ATE BAFFLE 1 ' X 2'RUBBER STRIP of WA I I (TYPICAL) I I I POLYPROPYLENE ON EACH SIDE OF BAFFLE a CURTAIN BAFFLE(TYPICAL) MATERIAL m I I I I I o � z - - — — — — 3z -- PROPOSED FOOTINGS Q Er PROPOSED PERIMETER o R COLUMNS FOR NEW �^ Lu FOOTING h WALL RESERVOIR COVER. SEE ^ Z J STRUCTURAL SHEETS. I.i Q LL C B (TYPICAL) ( �) m Y m W 7 C-7 I W N 1/2'0 ST. STL EYE BOLT SIDEWALL(TYP) CONNECT TO DOUBLE � m EXISTING RESERVOIR TEE STRUCTURAL ROOF • (� f/1 SYSTEM N Z d z �• WATER SURFACE A PLAN-BAFFLE SYSTEM & PFM MODFICATIONS 20 0 20 40 MAX IS 5017.0 o_ C-7 SCALE :1'.20.00' 9E 2S > node feet � b BAFFLE 70 BE INSTALLED RANDOM TO MATCH ANGLE AS SLACK CURTAIN TO BAR LENGTH. FIELD ORDER PROVIDE FOR EXPANSION CABLES O 24.00'ox.* KJ# h CONTRACTION. ci q NEW 45 mill REINFORCED g ROOF BAFPOLYPIFLE (TYPICAL)CURTAIN ,d� W Sl1PPORT BEAU �Q1 rn co 0.0 00 g L� 24'0 CAST IN—PLACE B POLYPROPYLENE CURTAIN Z '2� p t0 O SUPPORT COLUMN CONNECTION —7 BAFFLE(TYPICAL) W tI 00 (BEYOND) (TYPICAL) �(AFFLE D 1 1/2'x1/4' ST. STLF 1/4'THICK E SPONGE CLOSEDCELL zNEOP c0 k BATTEN BAR 1 b (TYPICAL) 2'xLrx1/4' ST. STL .�, CAD 0 NEW GEOCOMP09TE ANGLE IRON.ST. STL NI HYPERNET FABRIC 1I BOLT WITH NUT AND I I5 ml REINFORCED INEW GEOCONPOSITE LOCK WASHER.18'ox, 1.5 �POLIPROPYLENE BRIC ALONG BAFFLE(TEAL) LINER ml 3/8'x3 3/4'STAINLESS LYPROPYLENE STEEL ANCHOR BOLT ER 38' ao. ALONG BAFFLE _ --- — Z TYPICAL. (WEDGE TYPE) 19 W Z EXISTING CONCRETE NEW COLUMN FOORNG 3 •FACTORY ---GEOCOMPOSITE REMOVED UNDER RESERVOIR SEE STRUCTURAL SHEETS. RESERVOIR FABRICATED ROPE LINER AT BAFFLE ANGLES(t12') Z HEM(TYPICAL) AND REPLACED WITH GASKET MATERIAL W AND SEALED. KJ 08 N:13 C DETAL — TYPICAL BAFFLE CROSS SECTION B DETAL — TYPICAL BAFFLE CONNECTIONS Sheet No. 9 C-7 SCALE:NONE C-7 SCALE:NONE (NOTE HYPERNET N:GEOCOMPOSITE NOT REMOVED MHERE TWO,LAYERS ( _�III�� OF HYPERNET WERE REQUIRED.) V of 47 Copyright 0 2002 HKM Engineering Inc., All Rights Reserved. « # MINIMUM THICKNESS OF HET fA4TI1C RIP RAP 12" N ADDENDUM 02 FCID m r SLOPE AT 2:1 TO o m 15 2' CATCH EXISTING ; GROUND.. SEE SHEET o C-3 FOR CATCH \\\ LINES. (TYPICAL) ) r. �• \/\\ 2 ) ll) ♦ • M-3000 OR C-3000 ))j)� ° o 3 2(J�1J ')7) )! VARIABLE(3'MIN.) ` s-OP •. U Z 12.00' Tj' /\�/�:. _) RIPRAP ) o / MAX.. TIERS SPACED EQUALLY >\\\\ 00 0 o pO o 0 00• o' 000 { FIIONT VIEW o --no°O µCOo00O0 PLAN ANCHOR BOLTSMill 4 qv rn EXISTING GROUN • \ \�j 12'3 RIPRAP 2'11 PIPE U\ \ \ \ \ \ I RIPRAP DEPTH /�/� \/ \�\�\ VARIES o \ \ O PLACE RIPRAP TO 4'-10"0 _ j CONFORM TO EXIST. VARI E • a (n \ \ \ \ \ HANK$LOPE 2' LIFT OF 1 1/2' CRUSHED NATIVE SUBGRADE \\\// \\\ ^ cEOTExnLE LINER a LLI W Q SURFACE COURSE '- ! « e"LAYER oa H 8" LIFT OF 6" MINUS--- x rAss SECTION I ••; • Ill BASE ROCK 04 B> 1 O r 2-Tax 1 O MAX PI-6 / y r • < 1L1 3 NOTE: ALL MATERIALS SHALL BE COMPACTED TO 95S MAXIMUM DENSITY. Q BLOCK OUT FOR DESIGNERS MILL PROVIDE ADDITIONAL DESGN DETAILS TO FIT SPECIFIC cc Q OUTLET PIPE '•.I.• •• •,• ' SEE PLANS(TTp.) 6'I+ CONDITQJS. I W LLI o LL�jTTVVUJJ • m (n SIDE VIEW__ U SECTION - CONTROL BDNG ACCESS ROAD - TYPICAL OUTFALL RP-RAP PAD Z UIL VARIE SCALE :NONE ARIES SCALE :NONE ` C DETAL — CATCH BASH ~� \C-2 SCALE :NONE z J NOTES' •SEE O.S.H.A SAFETY AND HEALTH REGULATIONS FOR o 1.ALL EXCAVATION DEPTHS OVER 20 FEET MUST HAVE SLOPING CONSTRUCTION.SECTIONS 1926.651 AND 1926.652. 2 OR BENCHING SYSTEM DESIGNED BY A REGISTERED PROFESSIONAL e ENGINEER ' • 2.WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT,THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A ��1111,, jjjj MINIMUM OF/LI FROM THE EDGE OF THE TRENCH OPENING. B INHERE HEAT LINE IS 1E55 THAN 3 FEET FROM THE EDGE . EXISTING PAVEMENT OR CURB AND GUTTER SECTION,REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. 3.WHEN IN UNSTABLE OR SOFT MATERIAL,TRENCH WALLS SHALL B -\/J� O REBAR ANCHOR BE BACK SLOPED FROM THE BOTTOM OF THE TRENCH.(TYPE 1 3 /4 REDUCER EXCAVATION). VERTICAL TRENCH WALLS MIN. WITH SHORING TO CONFORM UNDIMMED EARTH TO O.S.H.A.REGULATIONS. EXCAVATED TYPE 2 EXCAVATION.• MATERIAL U .C. SUBCRADE OR _ GROUND SURFACE a co I� < m M• I CONC. AN! C ccN O OR INSTALL DELECTABLE WARNING TAPE /\ \ B" A' 011 N N 0, 16'MAXIMUM DEPTH.(OPTIONAL) \ NOTE: c N 7 COAT RODS PATH "KOPPERS' BITUMASTIC NO. 50 COATING a 0�000 CO .\ TEE TEE (Plugged) BEND OR EQUAL. c N co LO BACKCONFORM ROPE AS SPECIFIED \ TRENCH IDTH-O.D.OF PPE PLUS 2 FEET / .5)C G) C -O:O CONFORM TO O.S.H.A.REGULATIONS.• / VALVES 12 INCHES AND LARGER C H- O a0 TYPE 1 EXCAVATION: (NO STEEPER \ MIIMLIM'1131CH MTN-15 FEET / WILL UE HORIZONTAL DUE w �� � �� c TO BEVEL GEARING. � C)^ n�i X THAN 1:1 ROPE EXCEPT FOR ROCKS). \ / .0 Z DIMENSIONS FOR THRUST BLOCKING ,e Fl7-�,�G TEES PLUGS 90'BEND 'BEND do WYE 22 1 2'BEND REDUCERS = m TYPE'A'TRENCH BACKFlLL SIZES A B A B A B A B THRUST BLOC DIMENSIONS LD" 3" h 4" V-10" V-5' V-10' 1'-6" V-8" 1'-0" 1'-7' 0'-6' ANCHOR I MPPDRTEo r PIPE BEDDING 000%0° O O °��� 6' 2'-3' V-11' 2'-8" 2'-4" 2'-0' V-8' 1'-9' 1'-0' ROD VALVE 150 PSI o o O B. 3'-O' 2'-6' 3'-8' 3'-2' 2'-8 -2'-3 2'-0' 1'-6" SIZE SIZE 'A' 'B' 'C' IMPORTED 3/4'MINUS SELECT O Q OO n BEDDING MATERIAL,PLACED IN O a o o�o O o Q d 10 3-8 3-3 4-4 4-0 -3-3--1-1-0- 2-5 2-0 (9 a 6"MAXIMUM LAYERS AND �o 0 000� 3/4" 6' k B" 2'-0' 2'-0" 2'-0- TIwROUGHLY COMPACTED. 00 O00 } 12 4-3 4-0 5-1 4-10 3-10 3-6', 2-9 2-6 Z OOo14 5-8 4-1 6-9 5-0 5-0 3 3- 2-16 6-3 4-10 -8 5-9 5-9 4-1- 4-5 2-9 3/4' 10" 2'-8' 2'-6' 2'-0' w TYPE'z'BEDDING WHERE / o0 00 OQ3 4 12' 3'-0' 3'-0' 2'-8' w i REQUIRED FOR SOFT OR O ° NOTE: / Z r UNSTABLE FOUNDATION. / -11 / /� THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE 1 1/8" 16' 4'-4' 3'-0" 3'-0' j \\ 1500 PSF SOIL BEARING PRESSURE Ur s / NOTE: Pressures shown above are maximum working pressure in system. Z DOUBLE WRAP ALL FITTINGS DOUBLE WIl'H POLYETHYLENE 9 P Ys w a E DETAL — PPELPE THRUST BLOCKNG sneer Na. ,o " c F DETAL — THRUST BLOCKNG FOR D-1R 2NONE a �D� DETAL — TYPICAL UTiffY TRENCH c-2 �A�I/ `HATER MAN VALVES SCALE :NONE SCALE:NONE of 47 Copyright 0 2002 HKM Engineering Inc., All Rights Reserved. i 0 co FILL 4' PIPE WITH o GROUT& MOUND - - o' m CAP n n a o • n 0 BARBED WIRE c' 75 408S7•EEL -4.00' WIDE Z'f 16 GA 2-12.00' WIDE 2'f 16 GA FENCING. SEE o 4'0 SCHEDULE 40 STEEL PIPE �. PPE HIGH TENSILE GATE WITH HIGH TENSILE GATE WITH PLANS m z LOCKABLE LATCH ASSEMBLY LOCKABLE LATCH ASSEMBLY (TYPICAL) U PAINT POST BLUE WITH � i`� m< EXTERIOR GRADE PRIMER $ x - - --- 4F z Z FINISH WITH ACRYLIC PAINT. 4 < < x Qo 3 _NS ■ Y \\\'/\\j/ R x IS gw . H w Ix W 2.00' EMBEDMENT INTO / -NATIVE SUBGRADE ' ACCE� < Q CONCRETE BASE. BASE ROAD Q TO BE 12" WIDE x 2.50' d WELDED BETM 16 GA. WIFE WEE:N 8•0 STEEL POSTS DEEP W 01 • Lu 12' 0 3 a n Y m n DETAIL - 4'STEEL VALVE MARKER POST B DETAIL - METAL GATES n VARIES SCALE :NONE C-2 SCALE :NONE ? 2 0 o � J A PIPE OOT 8'f HOPE DR71 • NOTES MODIFICATION KM /3 TOP OF GRATE TO BE B a -3 (TYPICAL) TO OUTLET µ BARS 012' o.a EACH WA`' RECESSED 1/4'BELOW • MAX. SPACE EQUALLY FINISHED GRNER ALONG ADE. CONCRETE INSTALL /13 EXPANDED ST. ATE TO BE BEVELED OR GEOCOMPOSITE STLWARE MESH OVER ENTIRE ROUNDED LINER LENGTH OF GRATE 12'Ox20.00' LONG 8'0 HOPE DRII .r, CMP SLOT DRAIN TO OUTLET IIIII71- H�FH - It H�HHFH-HiIH11-!E T` - « o '•�' .'', 6' THICK EXISTING ".' ;�;.:. :i.t. •.::...:....::. .i, .4' 3'E RESERVOIR FLOOR � MATCH 10STIN G :••, PANEL(TYPICAL) -6 ak' 'y' - ... FLOOR PANELS 12'f CMP m /4 BARS 012' o.c. EACH WAY .&00' .: :..�:i.:=^.: •';•'A SLOT DRAIN MAX SPACE EQUALLY '� :r;,`►�":1':�+',' 'w I \_ �' (BEYOND) U CV . P^ECAST CONCRETE ROUGH SHAPED 4.00• M-3000 OR C-3000 CONCRETE BED O p 20D, I HIGH SLUMP ' co OR APPROVED EQUAL CONCRETE TO �� �a &O(Y TOP OF PIPE N E CROSS SECTION - TYPICAL SLOT DRAT a mo 0 INSTALL PRE-MANUFACTURED 12 fx20.00'LONG INSTALL PRE-MANUFACTURED C-4 SCALE :NONE �C Y O OD C3 45 m0 REINFORCED DROP IN LINER (TYPICAL) CMP SLOT DROP IN LINER (TYPICAL.) Z E POLYPROPYLENE U.- N X LINER FIELD WELD Ill 1116 CDVER- -FIELD WELD ]C V p O p Q (TWICILL.) RECESS GRATE 1/4• (TYPICAL) s 'O m H 3'-0•MI". --�1 -E%iSTING GROUND I _ ..'. _ 1/2'PER 1'_ c EXISTING RESERVOIR ,-- ------,-- `•! 11 ,•i 00SIMG r 2 H �f PANELS(TYPICAL) S_O.Zq rr` 14 PS�� PANELS 7• LU Y KM# w NOTES: THE WIDTH WITH PROPORTIONAL (, INVERT NVE REMENIS OFY VARY TO SATISFYMDUAL THEAPP DESIGNS. Z j HNISHED STREET SURFACE TO BE 1/8•TO 1/4'ABOVE EDGES OF DOUBLE GUTTER. �D� DETAIL - 8' LINER DRAM PENETRATION Sheet No. 11 DETAIL - 8' RESERVOIR DRAN PENETRATION D—�� 3 3 c-a scALE :NONE (FT DETAIL - VALLEY GUTTER C•- SCALE :NONE v C-2 SCALE :NONE of 47 Copyright ®2002 HKM Engineering Inc., All Rights Reserved. 1 0 c� o PVC LINER 0 r o m BOOT GASKET n a 2—sT. sTL • a CLAMPS PVC LINER- (TYPICAL) T EXISTING CONCRETE //�/ °• PIPE WALL \ RESERVOIR PANEL TO o �' FIELD \ BE K NWCUT Q REPLACED i \\\\ o �••• ,� 16*0 OUCTLE A PIPE BOOT Rat PrE • EXISTING RESERVOIR t9 < WALL 2.00' MIN. •' //\\//�\//�\�\//\\//��//\\//� ; m g o 116*0 HOPE 0 PEKE 3 _ I�6' MIN. 12' MIN. ;�`7?"A _ EL-4990 J0 ;'r;:L�i :: •' 1D o i t FIELD �i /�\/�\\\/�\/�\//\\i o PIPE DIAMETER / \/\\/��\/��\/�\\/��\/�\\/��\\/\\\,\�%\ . 8 o Il =J o O �•..�: -.�-. VARIES. SEE PUNS MIN. GEONET NOT SHOWN 3.00' MADE GONOtETE a SL EXISTING RESERVOIR FOR CLARITY PURPOSES THRUST BLOCK TO o Q Q FLOOR PANEL ENCASE PIPE AN') Z FLANGES Q F o � F Q FLANGE CONNECTON WITH • ST. STL INSERT IN 16'0 HOPE PIPE (TYPICAL) O o � Y N J DETAL — PPE BOOT B DETAIL -- 16' OUTLET PPE PENETRATION • m AEI, SCALE :NONE 1,,C-4 SCALE :NONE V w Z } Q J C 2' EL�5027.48 v TOP OF WALL a I.Er5017.11 1' COMB. AIR VALVE (CAV) 20 3� EL-5020.90 FABRICATED 7 (ie STEEL BEND TOP WALL I INTERIOR COATING(2-COATS TNEMEC SERIES 20) EXTERIOR COATING (2-COATS TNEMEC SERIES 20) INSULATION SLEEVE, i INSULATING FLANGE ONE REQUIRED FOR EA. BOLT. LENGTH EQUAL TO GASKET _3 BETWEEN STEEL WASHERS 1/16-LESS THAN DISTANCE 6) EL�5 018.40 NUT,IDIF HEX HNUMBE REQUIRED EAD STIL BOLT D m \�\ STEEL FFORWASHER. HER.BOTLT. FOR FLANGE STANDARDS C CV co CD 9 j 6' Cl)O INK SEAL- `\ C"V)LO i III GROUT '\ 16" D.1. INLET PIPING O :III.- M.0 (TYPICAL) PAINT PER PROJECT -- _-— �j 0- �` 00 `\ SPECIFICATION SECTION C_ �­ U-) �\ 09800 pl C Y v Go O TING r w a) - E w EXISTING CONCRETE BASIN \ IONE REQUIRED FOR INSULATING WASHER, U NSULA ? N 10 X a TO REMAIN `\ EA. FLANGE JOINT TYP. OF 2 FOR EA. BOLT = u < OHO�p u g \ LINER BOOTED AROUND PIPE �\ PIPE SUPPOI 4 AND OVER BLOCK NOTES: \ MATH U-DOLT _ - ,\ (TYPICAL) 1. TO BE USED BETWEEN DISSIMILAR METALS AND Z 16' 90'BEND BETWEEN NEW AND EXISTING PIPE CONNECTIONS. FLXPE 2. INSULATING FLANGE SHALL BE COATED WITH MATERIAL W COAIPATABLE WITH REMAINDER OF PIPE. o CONSTRUCT 1.5 0.0' W \ CONCRETE THRUST 4. BOLTS AND NUTS SHALL BE STAINLESS STEEL Z m \,\ 2.80' O BLOCK. E04 ACH CH W U' i \ 2 EPDXY 5/8'0 REBAR BOTTOM OF uw i ANCHORS, 6- MINIMUM EXISTING EMBEDMENT EACH WAY RESERVOIR Sheet No. 12 (TYPICAL 4 PLACES) �C1 SECTION — NLET PPNG — f rD'� DETAL — NSILATNG FLANGE GASKET D-3R C-2 S SCALE:NONE - D_3 SCALE NONE of 47 Copyright 0 2GO2 HKM Engineering Inc., All Rights Reserved. 0 � O N U O � j T � p m = STRUCTURAL GENERAL NOTES a < `o • 'y; Vl 1. APPLICABLE SPECIFICATIONS AND CODES 0 CONSTRUCTION AND DESIGN SHALL BE IN ACCORDANCE WITH THE UNIFORM BUILDING CODE I- REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT WITH ANY PIPE,PIPE b. WELD ROOF DECK TO SUPPORTING STEEL FRAMING WITH 5/6'DIAMETER PUDDLE WELDS. U m (UBC),1997 EDITION,AND WITH THE LATEST EDITION OF THE APPLICABLE SPECIFICATIONS FLANGE OR METAL PART EMBEDDED IN CONCRETE-PROVIDE 2'CLEARANCE IN ALL CASES MAXIMUM SPACING OF WELDS=6.O.C-AT END LAPS AND END SUPPORTS,AND 12'O.C.AT v AND THE REQUIREMENTS NOTED AS FOLLOWS. UNLESS OTHERWISE INDICATED.NO EMBEDDED ITEM SHALL BE SUSPENDED FROM, Y SUPPORTED BY,OR BRACED IN PLACE FROM THE STRUCTURAL REINFORCEMENT. INTERMEDIATE SUPPORTS. FASTEN SIDE LAPS OF ADJACENT DECK UNITS WITH SELF- 6 4 DRILLING FASTENERS AT 24'O.C.MAXIMUM BETWEEN SUPPORTS.WELDED SIDE LAPS NOT Z 2. DESIGN LOADS m. LOCATE CONSTRUCTION JOINTS WHERE SHOWN ON THE DRAWINGS OR AS AUTHORIZED BY PERMITTED. o a. DESIGN LOADS AND LOAD APPLICATIONS ARE IN ACCORDANCE WITH UBC. ENGINEER,SLABS,JOISTS AND BEAMS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE U b. UNIFORM FLOOR LIVE LOADS EXCEPT WHERE DETAILED ON DRAWINGS • i. ALL FLOOR AREAS UNLESS OTHERWISE n THOROUGHLY CLEAN BY SANDBLASTING ALL KEYWAYS AND CONSTRUCTION JOINTS PRIOR 12 WOOD FRAMING TO PLACING CONCRETE IN ADJACENT POUR. a. WOOD CONSTRUCTION SHALL CONFORM TO UBC. z INDICATED------------------------------50 PSF LIVE LOAD+DEAD LOAD o. PROTECT ALL PROJECTING WATERSTOPS FROM DAMAGE AND EXPOSURE DURING b. MATERIALS o ? <�W i. STAIRS,LANDINGS,CORRIDORS------------100 PSF CONSTRUCTION.FIRMLY TIE ALL ENDS AND EDGES OF WATERSTOPS AT I8'MAXIMUM TO i. STRUCTURALLUMBER----------------------------HEM-FIR ii. STORAGE ROOMS------------------------125PSF PREVENT MOVEMENT DURING CONCRETE PLACEMENT. (a) 2'TO 4'THICK x 4'WIDE------------------STANDARD GRADE a IV, MECHANICAL ROOM-----------------------150 PSF p. BEGIN SPACING OF BARS WHICH PARALLEL CONSTRUCTION AND EXPANSION JOINTS 2' (b) 2'TO 4'THICK X 5'AND WIDER------------N0.2 GRADE 6 V. FLOOR LIVE LOAD REDUCTIONS APPLIED IN ACCORDANCE WITH UBC. CLEAR EACH SIDE OF JOINT. 13. EQUIPMENT INSTALLATION o LL i C. ROOF LOADS q. UNLESS OTHERWISE SHOWN,PLACE 245(1 EACH FACE)WITH 2'-W PROJECTIONS AROUND a. ALL OPENINGS SHOWN SHALL BE VERIFIED,AND ALL STRUCTURAL DIMENSIONS AND DETAILS I. MINIMUM ROOF SNOW LOAD----------------30 PSF ALL OPENINGS IN CONCRETE WALLS OR SLABS. PERTAINING TO EQUIPMENT INSTALLATION SHALL BE COORDINATED BY THE CONTRACTOR 4 i. DRIFT SURCHARGE LOADS IN ACCORDANCE WITH UBC APPENDIX. 1, PROVIDE AN ADDITIONAL 500 LINEAL FEET OF 94 REINFORCING BARS FOR USE AS DIRECTED WITH THE ACTUAL EQUIPMENT FURNISHED. I DURING CONSTRUCTION. b. EQUIPMENT SUPPORTS,ANCHORAG S AND OPENINGS NOT SHOWN ON THE STRUCTURAL (a) IMPORTANCE FACTOR--------------- I=1.00 s. CHAMFER ALL EXPOSED CONCRETE EDGES'/.',UNLESS OTHERWISE INDICATED- DRAWINGS,BUT REQUIRED BY OTH CONTRACT DRAWINGS,SHALL BE PROVIDED PRIOR TO ii. ROOF MEMBRANE------------------------- 10 PSF d WIND LOADS 6. SLABS ON GRADE PLACING CONCRETE. orn I. BASIC WIND SPEED(50-YEAR)--------------80 MPH a. LOCATE WELDED WIRE FABRIC I'/.'CLEAR FROM TOP OF SLAB o J i. EXPOSURE CATEGORY-------------------- C b. PROVIDE 144 X 4'-O'PARALLEL TO EDGE OF SLAB OPPOSITE THE END OF ALL DISCONTINUED 14. EXISTING CONSTRUCTION 4" 4• ii. IMPORTANCEFACTOR--------------------- I=1.00 SLAB JOINTS.AND 1-04X4'-0'DIAGONAL BAR AT ALL REENTRANT CORNERS.PLACE BARS a DIMENSIONS,ELEVATIONS ANDDET LSOF EXISTING CONSTRUCTION HAVE BEEN OBTAINED • F• < e. SEISMIC LOADS MID-DEPTH IN SLAB AND 2'CLEAR FROM EDGE OR CORNER. FROM FIELD INVESTIGATIONS AND A -CONSTRUCTED DOCUMENTS.THE CONTRACTOR U H I. SEISMIC ZONE--------------------------- ZONE 3,Z..30 C SLOPE BOTTOM SURFACE OF SLABS AS NECESSARY 70 MAINTAIN MINIMUM THICKNESS SHALL VERIFY ALL EXISTING CONDITIONS NECESSARY TO PROPERLY COORDINATE NEW AND _ w NOTED ON DRAWINGS FOR ALL SLABS WITH SLOPING TOP SURFACE EXISTING CONSTRUCTION,AND SHALL NOTIFY THE ENGINEER OF ALL VARIATIONS IN THE g 0 0 il. IMPORTANCEFACTOR--------------------- 1.1.00 DETAILS,DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WITH THAT SHOWN ON o I. SPECIAL LOADS 7. PRECAST PRESTRESSED CONCRETE THE DRAWINGS. 0 L MECHANICAL EQUIPMENT LOADS------------ ACTUAL OPERATING LOADS a. DESIGN AND FABRICATION OF PRECAST PRESTRESSED CONCRETE MEMBERS SHALL b- CLEAN AND PREPARE ALL EXISTING SURFACES WHICH WILL BE IN CONTACT WITH NEW r SLAB a Z g. ADDITIONAL LOADS REFERENCED ON THE DRAWINGS. CONFORM TO ACI 318 AND PRESTRESSED CONCRETE INSTITUTE MNL-116. CONSTRUCTION AS INDICATED AND AS ACCEPTABLE TO ENGINEER.APPLY BONDING < Q Q b. MATERIAL COMPOUND TO ALL EXISTING CONCRETE AND MASONRY SURFACES WHICH WILL BE IN 3. CONSTRUCTION LOADS i. CONCRETE-------------------------------5000 PSI CONTACT WITH NEW CONCRETE IMMEDIATELY PRIOR TO PLACEMENT. �_, Q STRUCTURES HAVE BEEN DESIGNED FOR DEAD LOADS AND THE DESIGN LOADS NOTED ii. PRESTRESSING STANDS--------------------ASTM Mie,GRADE 270 C. PROTECT EXISTING MATERIALS FROM DAMAGE DURING CONSTRUCTION. o w CO c. PRECAST PRESTRESSED CONCRETE MEMBERS SHALL BE DESIGNED AND REINFORCED BY 0 �' ABOVE. PROVIDE TEMPORARY BRACING,SHORING OR OTHER SUPPLEMENTAL SUPPORT d. FURNISH AND INSTALL TEMPORARY SHORING OR BRACING AS NECESSARY TO PROVIDE 1'-0" THE MANUFACTURER TO SUPPORT ALL SUPERIMPOSED DEAD LOADS AND THE DESIGN -- • (ZJ SUPPORT AND STABILITY FOR EXISTING WALLS AND FRAMING DURING CONSTRUCTION AS NECESSARY TO PROTECT THE STRUCTURES FROM EXCESSIVE LOADS NOTED ABOVE. MING DURING DEMOLITION AND CON,-TRUCTION LOADS. d. DEVIATIONS FROM MEMBER CROSS SECTION,LAYOUT AND CONNECTION DETAILS SHOWN ON CONSTRUCTION. /3 x 2'-0' SMOOTH DOWEL > THE DRAWINGS WILL BE PERMITTED ONLY AS AUTHORIZED BY ENGINEER. O 4. FOUNDATIONS NOTE, ir J a. FOUNDATION DESIGN CRITERIA 8. MASONRY t a IL Z 1. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE-2500 PSF a. MASONRY CONSTRUCTION SHALL CONFORM TO UBC.ALLOWABLE STRESSESUSED IN 1. APPLY 2 COATS OF BOND 0 ` aQ ii LATERAL SOIL PRESSURE--------------------46 PCF EQUIVALENT FLUID MASONRY DESIGN IS BASED ON UBC REQUIREMENTS FOR SPECIAL INSPECTION. 4_ 1 5/8' BREAKER TO FACE OF JOINT. PRESSURE b MATERIALS w iii- DESIGN FROST DEPTH BELOW EXTERIOR GRADE-4FEET i. CONCRETE MASONRY UNITS-------------------- ASTM C9D.GRADE N,TYPEI 6' 25/8' W N (� b. HELICAL PIER DESIGN CRITERIA-DESIGNED USING FACTOR OF SAFETY OF 2 FOR (a) SPECIFIED COMPRESSIVE STRENGTH-------Fm=1500 PSI • w O 0 UNFACTORED COLUMNS SHOWN(MIN.PIER DEPTH SHALL BE 10'-0'): (b) UGHTWEIHT AGGREGATE----------------ASTM C331 : ii. REINFORCING BARS--------- ----------ASTM A 615,GRADE 60 8" 35/8" m NO.OF PIERS FOOTING UNFACTORED iii MORTAR------------------------------ASTM C270.TYPES EACH COLUMN SIZE COLUMN LOADS N. GROUT FOR MASONRY BOND BEAMS,LINTELS,VERTICAL WALLCORES AND JAMBS INTERIOR COLUMNS SHALL CONFORM TO ASTM C476,AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE REINFORCING DETAIL °' Z GRIDLINES 2 AND 7 6 T-9'SQUARE 288 KIPS STRENGTH OF 2000 PSI TYPICAL CONCRETE SLAB CONSTRUCTION JOINT a < INTERIOR COLUMNS c. PROVIDE TEMPORARY BRACING FOR ALL MASONRY WALLS AS NECESSARY DURING CONSTRUCTION- GRIDLINES 3,4,5,AND 6 3 5'-0'SQUARE 120 KIPS z J tl. REINFORCE ALL BOND BEAMS AND JAMB BLOCKS WITH 245,UNLESS OTHERWISE NOTED e. LAP REINFORCEMENT FOR MASONRY BOND BEAMS AND VERTICAL WALL CORES 40 BAR d EXTERIOR COLUMN EXTERIOR 1 AND 8 4 5'-0'SQUARE 187 KIPS DIAMETERS OR 2'-0'MINIMUM,EXCEPT WHERE OTHERWISE SHOWN. f. PROVIDE DOWEL BARS FROM FOUNDATION FOR ALL VERTICAL WALL REINFORCEMENT. r.. AVOID EXCESSIVE WETTING OR DRYING OF THE FOUNDATION EXCAVATIONS DURING EMBED DOWEL BARS 40 BAR DIAMETERS IN FOUNDATION WALLS OR FURNISH WITH END NOTE: STD. LAP IS A CLASS C • CONSTRUCTION. HOOKS WHERE INDICATED.DOWEL SIZE SHALL MATCH WALL REINFORCEMENT. STD• LAP d. BACKFILL ON WALLS WITH FILL ON BOTH SIDES SHALL BE COMPACTED IN EQUAL LIFTS EACH g, SECURE REINFORCEMENT AGAINST DISPLACEMENT PRIOR TO GROUTING BY WIRE LAP. SEE GENERAL NOTES. STD. LAP SIDE OF WALL.WALLS BACKFILLED FROM ONE SIDE ONLY SHALL HAVE ALL SUPPORTING POSITIONERS OR OTHER SUITABLE DEVICES AT INTERVALS NOT EXCEEDING 200 BAR SLABS,PERMANENT FRAMING OR TEMPORARY BRACING IN PLACE PRIOR TO PLACEMENT OF DIAMETERS NOR 10 FEET. II11111"t"'' BACKFILL. h. ELEVATION CHANGES IN BOND BEAMS NOT OTHERWISE INDICATED TO SLOPE SHALL BE ACCOMPLISHED BY STEPPING BOND BEAMS IN WALL WITH EACH STEP LAPPED A MINIMUM OF ��� p:-"........ 5. CONCRETE T-4', a. CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE I n e„`•; BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE(ACI 318). 9, STRUCTURAL STEEL b. DETAILING,FABRICATION AND PLACEMENT OF REINFORCEMENT SHALL CONFORM TO a. STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE AMERICAN INSTITUTE OF I gyi, rn 10 O DETAILS AND DETAILING OF CONCRETE REINFORCEMENT(ACI 315), STEEL CONSTRUCTION SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF a I START LAP 4" 1 I �O'•.,U c. MATERIALS ' I- STRUCTURAL STEEL FOR BUILDINGS. p I _U I CONCRETE b. MATERIAL 0 2 FROM WALL START T OM WA P 4" F o_ � "'P_... 1 per• Kam. 11 (a) STRUCTURAL CAST-IN-PLACE-------4,000 PSI i. STRUCTURAL STEEL-------•-----------------ASTM A572,GRADE 50 Z < �%/SPIT I1 (b) EXTERIOR WALKS,CURBS,RAMPS-----3,000 PSI STRUCTURAL TUBING------------------------ASTM A500,GRADER cn� JO a REINFORCING MATERIALS li, STEEL PIPE--------------------------------ASTM A53,TYPE E OR S, 3 o Z a (a) REINFORCING BARS-----------------ASTM A615,GRADE 60 GRADES 3 a 0 (b) WELDED WIRE FABRIC---------------ASTM A185.FURNISH IN iii. HIGH-STRENGTH BOLTS------------------ --ASTM A325 SHEETSONLY iv. ANCHOR BOLTS------------------------- --ASTM A307 I d. ALL BENT REINFORCING BARS SHALL BE SHOP FABRICATED ONLY. REBENDING OR WELDING v. HEADED ANCHOR STUDS---------------------ASTM AI08 I U CV In OF REINFORCEMENT SHALL NOT BE PERMITTED UNLESS AUTHORIZED BY ENGINEER. C. ALL STRUCTURAL STEEL BOLTED CONNECTIONS SHALL BE Y.'DIAMETER A325-N BOLTS I N NOTE: STD. LAP IS A CLASS C o I C p N 6. END HOOKS IN REINFORCING BARS.SHOWN ON THE DRAWINGS BUT NOT DIMENSIONED, WITH STANDARD HOLES,UNLESS OTHERWISE NOTED. LAP. SEE GENERAL NOTES. I �.C' SHALL CONFORM TO ACI 318. d. ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STRUCTURAL WELDING C O. 1. CONCRETE COVER OVER REINFORCEMENT SHALL BE 2'CLEAR.EXCEPT FOR THE CODE-STEEL(AWS D7.1),AND SHALL BE PERFORMED BY WELDERS QUALIFIED BY THE •C 0 N If) .--- FOLLOWING,UNLESS OTHERWISE NOTED. APPROPRIATE AWS TEST FOR THE WELDING PERFORMED. S•lC-1 F MAT CORNER d ♦- 10 I, CONCRETE PLACED AGAINST AND PERMANENTLY SNCiE MAT NTERSECTION C T 0 < 0V IN CONTACT WITH EARTH-------------------3'CLEAR 10, STEEL JOISTS �O_ ii. CONCRETE NOT EXPOSED TO WEATHER OR IN a. STEEL JOIST SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND LOAD TABLES OF ✓(p C Y �p CONTACT WITH EARTH OR WATER THE STEEL JOIST INSTITUTE. C '^ CO (a) BEAMS,COLUMNS-------------------1 WCLEAR b. PROVIDE CONTINUOUS BRIDGING AND END ANCHORAGES IN ACCORDANCE WITH SJI Lcu t Z E s (b) WALLS----------------------------1 WCLEAR SPECIFICATIONS. STD. LAP STD. LAP C U N 10 X a (c) SLABS-----------------------------Y.'CLEAR c. COORDINATE LOCATION AND SPACING OF STEEL JOIST AND BRIDGING WITH ALL OTHER U s < g. REINFORCEMENT SPLICES NOT PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY RELATED WORK. PROVIDE ADDITIONAL JOIST AS NECESSARY TO CLEAR MECHANICAL AND = 0 V< $ ENGINEER. LAP REINFORCING BARS THE FOLLOWING MINIMUMS AT ALL SPLICES,CORNERS ELECTRICAL EQUIPMENT WITHOUT EXCEEDING THE JOIST SPACING SHOWN,AT NO 01 AND INTERSECTIONS,UNLESS OTHERWISE INDICATED.TOP BARS ARE HORIZONTAL BARS ADDITIONAL COST TO OWNER. I WITH MORE THAN 12'OF CONCRETE CAST BELOW THE BAR. U U 11. STEEL DECK 1 +o BAR SIZE REG BARS TOP BARS a. STEEL DECK SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS FOR COMPOSITE DECKS, m 1 =1 n N3----------------------------T-3'---------------------------1'-7' FORM DECKS AND ROOF DECKS OF THE STEEL DECK INSTITUTE. - z na4------ ----------- -"----V-7'"-------. ----------------2'A' 05------ ------- -----------2'-W---------------------------2'-7• (� 2'S 3'1' 4 START LAP 4' START LAP 4' r Z •7----------------------------3-W---------------------------4'-6' a FROM WALL FROM WALL _ 88----------------------------4''0----------------------------5'-2• O a a s9----------------------------W-6----------------------------6'-10' 'I 010---------- ----------------5•-1----------------------------6'-7- 1• � o W N ; En h. LAP WELDED WIRE FABRIC ONE FULL MESH AT SPLICES. 0. _ Z I. STAGGER ADJACENT REINFORCEMENT LAP"PLICES IN WALLS 18'MINIMUM. j. PROVIDE BAR SUPPORTS TO PROPERLY SECURE AND SUPPORT REINFORCING BARS AND { 1 U N WELDED WIRE FABRIC AT POSITIONS SHOWN ON THE DRAWINGS. IN ADDITION TO NORMAL FC ACCESSORIES PROVIDE$5 STANDEES AT 36'O.C.TO SUPPORT TOP REINFORCEMENT IN Cn I Z BASE SLABS,AND 03 U OR Z SHAPE SPACERS AT 72'O.C.EACH WAY IN WALLS WITH TWO W CURTAINS OF REINFORCEMENT. n k. DOWELS.PIPES AND OTHER INSTALLED MATERIALS AND ACCESSORIES SHALL BE HELD DOLE MAT OMER DOUBLE MAT NTFAS'CTM SECURELY IN POSITION DURING CONCRETE PLACEMENT. — Sheet No. 13 REINFORCING DETAILS TYPICAL CONCRETE WALL INTERSECTION S-1R 0 of 47 Copyright 0 2002 HKM Engineering Inc., All Rights Reserved. I NORMAL VERTICAL m `� 1 8 REINFORCING U Q Ell COLUMN SPACING 50'-10" 30'-2t 30'-2� 30'-2j• II 3O'-2j• 3O'-2j• 5.-10. -'4S a m NOTE I—��1J�LL1 m ,o• i WEST sloe L ,o J_L —L L siF a b ELmT77..40 EL 5017.40 a T.o.. O.FEL=5o27.4b3A 4 ;* - I I��-AS aN( I -- T.D.W. Y "" 1 ,6• 12•------- ---- --- L - - � � - I -- —-_--I-- - ---- - + I II OTING IIII tik'h?—--'�--1r- JIII ryk-'f-`-—�- II tik-,—C2i J�a- - IIII tik'-C—rS --J��--- IIII G-�—G�-J—��-- tik'GH pr�"3>� IIII 1III 4TT-S'YPe 6P4•.- B ---�ILI�I �rc 24• 18• aovmu z°Z o "z RE L /7 30• 24• EXISTING 1 J • ( P) O• SIDEWALL S2 =_ #a 39_ 30 QV ZT I /9 49• 38•D — #10 63• 48 ;o^ m�c•$ INTERRUPT WALL FO AT ISOLATION JOINT EACH A$1 SIDE OF EACH PIER. C. . l —-—-—-—-—-—- FLOOR LINE #4 x 3'-0" DIAG. (TYP.)` io'Zy g TYP. EL.=5017.40 ' J J hb I I I , TYP. D 11.O.F. 4 COLUMN 3 COLUMN COLUMN COLUMN COLUMN COLUMN i �� WALL WALL OR SLAB 0 Qp S-5 S-5 I LL,=5027 483 S I r 5-5 /2 u I µ I I '� S-5 S-5 OPENING ' OPENING a d Z J II T.O.W. I `� NOTE. COLUMN'S NUMBERED I I II 1. AS, = 1/2 AREA OF NORMAL HORIZONTAL REINFORCING CUT AT OPENING. NOTE: CON FOR E/SSATION AND DAILY L I SLOPE NORTH SIDE 2. AS 1/2 AREA OF NORMAL VERTICAL REINFORCING CUT AT OPENING.Y REFERENCE IN NOTE: 0 W Q ~ o < SOUTH SIDE I Z o Quj SLOPE I I I • w Z Z In in I I AB DONED 12" EL=5017.40 3. AS, &AS TO BE AT t OF WALL OR SLAB WHERE ONE LAYER OF REINFORCEMENT W e iO I I I CA INLET PIPE I T.O.F. IS PR6ZAD AND AT EACH FACE OF WALL OR SLAB WHERE TWO LAYERS OF WALL > a Q (OR NAL) I I IS PROVIDED. Q Z v Q--5027.483 4. USE SAME SIZE BARS FOR AS d<AS AS NORMAL REINFORCEMENT. d 0- LOW. 1 2� I QI � 15. THIS DETAIL TO BE USED ONLY WHEN NO OTHER DETAIL IS INDICATED ON THE o O ka' k'G +ryk•G tik'G c —I -- -- DRAWINGS. �[ N U- - — I — — — -- --- —-— -- — -- — — — — I ` CONCRETE WALL W F W O w U _ - I I G ADDITIONAL REINFORCING AT RECTANGULAR OPENINGS U D] O LIJ MN OOLUMN rCOLUMN CDLLMJ ilr2 N i I J i 8 a Z U N r 1 / [7,0.9. 10 NO HEUCAL PIERS - 6'EXCAVATION MATH 1 FOOT ADDI7KINAL BELL BOT101A]SEE e m E I 10'-6" -4 8" a ADD SAFETY RAILS AND KICK- S-5 KICK-LS AND I I Z a I I 4 O RESERVOIR BASIN PLATES O R R�VOIR BASIN I I I J SAFE B• WD N WD 4 i I v y n LOCH ON OF ACCESS �I a DOORS N OF LLCCESS DOORS WALL `I TYP. BOTH • 011 VESTIBULES C 6"t 8'-4t I J ao gWuurq��� I —— 0 1 I EL-5017.40 22'-0• 2-0-O` EL=5027.48 14-C.I.P.SLAB I —— + pp*•.,a3 '2'��� - — T.O.F. I I I T.o.W. I I 1 II r— 4•C.I.P.SLAB ; a ate = e -- --- --- - - --- ---- - - --- — — J o I c ;F w �N c� a, ---- --- ----- -- ---- — ._ --14�MO -- --- ----- D y I III o �z o 0I II' o 10, a "' I N07E 6.40 I S1EP DOWN FOOTING — i —s F. AND BOTTOM OF WALLI B Iao z 1 2 3 4 EAST SIDE 5 7 TO ALLOW FOR 16"0 INLET PIPE SIMILAR TO C 252'-B• q.OF INLET PIPE SECTION B/S-11. EL AS90 NOTES: I C '0 N FOLMATION PLAN 1. COORDINATE PENETRATIONS OF INLET AND p=5m7.4o EL-5014.90 OVERFLOW PIPES WITH CIVIL do MECH. SHEETS. LO.E LO.F. SCALE: 1/16" - 1'-0" 2. CONTRACTOR TO LOCATE CONTROL JOINTS (RFS 8-1-02) rf'� PLAN DETAL 10 NOTE: S-2 IS THE REFERENCE /� IN WALL. DO NOT EXCEED 25'-0' BETWEEN T� SHEET FOR COLUMN NUMBERING JOINTS. S-2 VESTBI<E FOUNDATION w AND GENERAL ORIENTATION FOR SCALE: 1/8" = 1'-0• W o MEMO'S, NOTES, LOGS AND t Z E `A a 10 10- 10'-6• 4'-0" CONVERSATIONS. 8" Y v O O Q EL=5020.90 x o CID T.O.W. EL-5020.90 I .. EL-5027.483 --- T.O.W./4 O 16-D.C. 8 i4 0 16• D.C. 0 2• EACH WAYD.C. tO 2" /3 O 12. O.C., E.W. 0 EL.=5017.88 (YR. CLR CENTER IN SLAB Z ' 8` C.I.P. SLAB T.O.S. of EL-VARIES 4- _ ^� 4• C.I.P. SLAB �o T.O.S. a EL�=5020.99O W T.O.W. o Z o I t-6- 7• 4" DRAINAGE GRAVEL I EL-5017.82 i tO n SLD;I T.O.S. •� 4" DRAINAGE GRAVEL U' EL=-0.F.40 Z W N T.O.F. i'-4• ^ 4" DRAINAGE GRAVEL I 4• C.I.P. SLAB •fir m I � _ Sheet No. 14 EL-5014 90 .10 A SECTION - T.O.F.F• B SECTION R o S-5 VESTBULE FOUNDATION 2' 9" S-5 RETAN�fa WALL SC5 FOI,�DATbM WALL S_�■ • SCALE: 1/4- = 1'-0• - --- SCALE: 1/2• = 1'-0' SCALE 1/2• 1'-0- of 47 Copyright 02002 HKM Engineering Inc., All Rights Reserved. i 251'-0• (INSIDE DIMENSION) o rn U O f Oi 3 16 x 8'-4• WIDE (29) 16" DEEP x 8•-0• WIDE PRECAST DOUBLE TEE BEAMS 232'-0` v PRECAST DOUBLE TEE BEAMS- 19'-0• o' m x x 0 x = a 1 2 I IIn 5 8 7 8 • to < 30'-23. 30'-2y 30'-23. m 10• 50'-10• 8 g• 8 30'-2 30'-2 50'-10" M 4 I I I 10• u C c� In I I I I S-4 o O C-V `OI 0I 1II1II M�1II1III`1IIII IIII IIIIIIII I IIIIIII :IIIIII I1III1 IIII IIII 1IIII1_IIIIII IIIIII IIIl!I rI' IIII- IIII IIII IIIl IIII IItII IIUII 1II IIr IIII IIII- IIIL i1III1 IILLII IIII JIIIII=-IILLII JIIIIL iIItII 1I1I iItII=IIILII IIII !III IIfkII At:I1 II II 1IIII1 1II4 II WII aIIk TIII II II II II IkI !I1I IILI dII II 11 IIII IIII IIIII IIII Oo = a �ZII It: 41 U II II II II II II If II II II I:1 II II O o VII I II II II II III II II II II II 11 11 II If II If 11 II II it �oWo6 II II II II I II II II I II II II II II II II 11 II II II II I II II II II II U N II III II w • O gz�� i,��II aII IIII IIIIII IIIIII IIIIII III II n11 III IIII II1 IIII IIII IIII II I, IIII IIII IIII IIII IIII IIII 1I1I IIII IIIII IIIIII IIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII II II II II II II 11 II II IIII I11I II IIII IIII IIII IIII II IIII IIII IIII IIIIII 11 �I II II IIIIIIIIII II IIIIII �a® OII I II I I II'tI 1I II II II II 1I ! 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II N I II II II II 11 II II II II II 11 i If 11 II II II Y II I 44 B OZ 11 NII IIII II II II II It 11 II 11 11 I II II 11 II II If II 11 II 11 11 II Tom' LLQ11 NII IIII II II II II OTYP n oil B II II II �I II IIl I II II II II II I II II II II II 11 II II II II II II II II II II If II a IIII' S-4 11 II II III I II I:: I I:: I:: II II I m tl I II II If U 11 If 11 II II Y III II I W ll VN OOV (1)52•DEEP PRECAST II II II II I I DE PRECAST INV 55 COEPRECSTINR BEAM N D II A iYP V 0 II It II II I I1 '. ZII II II 11 II II II II 11 II I - 1 I II I 0.1 II it II 1 11 11 II II II II I OII II II 11) QpJ 11 11 If 11 it 11 'If 11 Ak� J 0 I p11 11 II II II 11 II II 'I II II II 11 II II II II II 1 II 11 11 II II II II II II It II II II U II II II II II II II II II II II II II II II �I II °' � z J II II II II 11 IIII --'� a �I II I II II II II II II II II II II II I II II II II II II I II II II II II II II II II II II II II II II II II II 11 II II II II II II II II II II II 2 I II II II II II p x IIIIIIII I IIIIIIII 1III1III I1II1III 1IIIIII1 IIIIIIII IIIIIIII IIIIII IIIIIIII IIIIIIII II1FrI1I JIIIlII IIILI __ILII ILI JII IILI_II 1-11 IL 11 U- Al-It IL Al It IL Al- 11 IIL I 1II1 IILI-1I I 1 I1I_It II 11 IIlI.JII I1I_llII IIIL IlI II_.III II II� II II I1I1 IIII IIII IIII IIII IIII N II II tl 1 II II II II 11 w no IAII II II I: II II < O . I II II II II II II II II II II II II II II O • M -nII 0mI IIII IIIIII fill II IIIIII IIIIII IIIIII IIII UII 4I1I IIII II II II II II I'. II II II II IIII II II II II IIII IIII IIII 1II1 IIII IIII IIII IIII IIII IIIII IIII 1II 1I 1I IIIIIIII 1 I 1IlI1 i1 IIIIIIII IIIIIIII I11 1II IIIIII IIIIII IIIIII IIIIIIIII II I. 0rcw.II II II II II III1 II I II O 11 II OW p°rn IIII1IIIII1III 1II14�II II1UIIII1IIII tI1IIIII1lIIII IIIIIV1IIII.,.f4I11IIi1II1I III1I1rII NI1III1II LLIII1III1�III1 III1 #I1II11III=111II11II1 11IIIkII1I- I1I1I1I1 uIIIIII uIIIIII IuIII IuIII InIII uII. III IIIIII 1II1 IIII IIII IIII IIII IIII 1I1I II II II II II II 11 II II II II II III IIIIII IIIIIIII IIIIIIII II1I1I IIIIII IIIIII 1IIII1 II II I1!IItt I1t III nIIII 1I I IIII IIII IIII IIIIIII1lIIl IIII << mAY II II 11 I 11 It ±teZr��'�'',�'P'Y�•�•,I*:KwnI•I•i I•^•r•'N.•�83 n 11 II 1II 11 II II II II' 1 •11 II 11 II II II II II II II II II II II II 1 IV II I II II U II II II 2i�•J�<� - =a 5-3II II II II jl III I NI 11 II 1 11 11 It tt It 11 11 11 TP. BOTH 11 II II It 11 VESTIBULES II If II II 11 11 II II II II 11 11 1 1t tt It It u 11 1 --0 II 1 II fill II II II II 11 II II II II II 11 11 t iItt 11 11 II Il 11\11 I Tt If It II II II II It II II II II II II II II II II I II II II 1 II II I it II II 11 II 11 II Will -1 1- it it J U -11 Hk k .11 - p, U m •SPACING FOR FLANGE TO FLANGE C AND RANGE TO SIDEWALL CONNECTORS TO BE CONNECTORS O 2 3 4 5 C I:V O 4 6 gO - O N r SET BY PRECAST MANUFACTURER PER LOADS ) .j PROVIDED IN GENERAL NOTES. N 52'-8• 72'-0" 72'-0• 54'-4• SPACING FOR HANGING BAFFLES N O t M N PRECAST MANUFACTURER TO PROVIDE 81 0 L0,0 THREADED INSERTS/•T 12'-0'O.C. (FOR 4) C �O -- I ROOF FRAMING PLAN � 1/2.0 EYE BOLTS) CENTERED ON BOTTOM r_ Y 0 Ib O o OF BEAM LEGS THAT ARE SHOWN NTHw N•- - - --- - SHADING ON DRAN1NG. L Z n SCALE: 1/16` - 1'-0` qJ�L U 0) 1p 3'-0` 4--0• 3--0• I // 2 � 100 m t CD Qi n I if fyJ 4--0• 1/2 I I� �I ` EXT. GRADE -1/2" EXT. GRADE r, 'n rn' PLYWOOD W/EPDM PLYWOOD W/EPDM ` DECI(TO ANGLE 1 1/2`x22 GAGE I ARCH. DNw�S. QUID• O,Eb'AT, ARCH. DWGS. 1 1/Z•x22 GAGE I (J a MEMBRANE.. SEE MEMBRANE. SEE v i� �I S-3 (TYP) I TYPE B STL DECKi EL.-VARIES _ 1/4:12 TYPE B S . DECK ' Z T.O.W. EL.-5026.42 _ a W NI W _ 8K1 JOIST C9x13.4 SEE ARCH. C9x13.4 SEE CH. JST. DRG. Z L 3x3x1/4 CONTINUOUS 8K1 JOIST PLACE STUD DIRECTLY WEIR TO STEEL STUDS 8` STEEL STUD (� L 3x3x1/4 CONTINUOUS O 16. O.C. (IYP.) BELOW JOIST AT EACH B W/5/8"0 EXP. ANCHORS 6" STEEL TUD BEARING LOCATION. Z-3 - O 24" O.C. O 16" 0. (TYP.) - w i PLAN DETAL A SECTION 8 SECTI� Sheet No 15 S-3 VESTBUIE ROOF S-3 VESTBULE ROOF S-3 VESTBULE ROOF SCALE 1/2' _ ,'-O` S-3R o SCALE: 1/4• 1'-0• SCALE: 1/2` a 1'-0- of 47 Copyright 0 2002 HKM Engineering Inc., Atl Rights Reserved. i I N 1.-0. 10" U a EL=5027.483 ELJ.5027.483 o m TOP OF WALL T OF WALL ` `aa Z O c°p to F C 3/8"x4"x1'-8" ,o v U K m K F 4 16" PRECAST CONCRETE TYPICAL FLANGE CONNECTION TYP. O EA. RECAST EMBED CONNECTIONS 4 \T, EE ROOF FRAMING PLAN FOR TEE LEG BY PRECAST MANUFACTURER < DOUBLE TEE ROOF BEAM OCATION. > 1 W Y o4 J N m Z 16" PRECAST CONCRETE I ____ ,t EIl U • 1° DOUBLE TEE ROOF BEAM 1 , -_� 1 6�" -2" Z^ a rYi W °I c - --- SLOPE BRG. BRG. m <o 'i Ir > °2 0 3 boo 1. I 1/2" BEARING • o �_z z I� PAD(TYP.) 16"PRECAST CONCRETE r� tt'�„- DOUBLE TEE ROOF BEAM Sg _ /5 O 12 - D.C. y ° J I <w v PRECAST INVERTED CONCRETE EPDXY COATED 3" CONCRETE SIDEWALK TEE BEAM T ` WD #6 (AROUND ENTIRE PERIMETER) I 3 a m BROOM FINISH 5' CONTROL JOINT z 2'-2" 20' EXPANSION JOINT < 4 3" CONCRETE SIDEWALK N W 05 O 8 O.C. #5 O 12" O.C. (AROUND ENTIRE PERIMETER) N O EL.=5020.90 C SECTION EL=5020.90� TOP OF WA �- EL=5O20.40 TOP OF WALL S-4 DOUBLE TEE TO INVERTED TEE a Z Z CONNECTION 9 SCALE: 3/4" 1'-0" u W Q ~ LOWERED TO 5017.90 O : W Q VESTIBULE LOCATIONS TO PROVIDE ' (((JJJ Q PERSONNEL ACCESS. �i O Z < 6" 6"6" 6" 4'_p• 2'-0" 3 GROUT FULL LENGTH W O EL=5017.40 O 12"O.C. EL=5017.40 /5 O 12"O.C. TMp W/NON-SHRINK GROUT u' W N H TOP OF FTG. TOP OF FTG. AFTER WELDING • W m Q Dj EXISTING CONCRETE BASIN 10 I EXIST! G CONCRETE BASIN 1/2"Ox4" ROUND BAR n V TO REMAIN TOR AIN a; Z \ \ \ \ Q o �� �,� v vv vv v vv v♦ v vv vv v v JVI FLANGE CONNECTOR Yi GAPo L DETAL STRUCTURAL FILL TYPICAL S-4 FLANGE CONNECTION �`P>F wa3j%� STRUCTURAL FILL(TYPICAL - - UNDER EXTERIOR WALL FTGS.) UNDER EXTERIOR WALL FTGS.) SALE; 3• = 1•_p• =Z 0. 1n i,, � `g'•moo: A SECTION B SECTION =o, S-4 DOUBLE TEE BEARING CONNECTION TO S-4 DOUBLE TEE FLANGE CONNECTION TO CAST NPLACE SIDE WALL CAST NPLACE SIDE WALL a SCALE: 3/4" - 1'-0" SCALE: 3/4" a C 04 C O a)— O r(1)tn0, C 40 PROVIDE 3 4" CLR. AT PRECAST DOUBLE C T C) � co 00 TOP OF BEAM NEW CONCRETE TEE BEAM SIDE WALL 10 C 3/8x8x0'-8" VA TH II CA C Y d 0 e 2-1/2"O x $ H.A.S. - II NEW CONCRETE W ,- E L a ° 11 CUT END OF HSS AT END WALL PPRECAST EMBED CONNECTIOR Z II ANGLE TO MATCH BEAM ° BY _ m O PRECAST DOUBLE °a I I SLOPE. 1 PRECAST DOUBLE R d- Typ, TEE BEAM PRECAST EMBED CONNECTION ° TEE BEAM 3/16 e a II BY PRECAST MANUFACTURER a I I ° 4—Qp— d I PRECAST EMBED CONNECTION ° TYP /1� Z A 1/4x2x2'-3" k BY PRECAST MANUFACTURER a 3{8x5z0'-5" ON TOP OF a oe 3/8 x4"x4" MASTICORD PAD --= CONCRETE EPDXY COATED WD/6 W C- HSS 6x6x1/2xO'-6" L 6x4x5/16z0'_5" LLV WITH W Z NEW CONCRETE USE 1-3/4"O EXP. ANCHOR m' SIDE WALL a o e WITH END A'_1/2 7/8"O x 2" VERTICAL SLOT, _ TYP. (9 E 3/8x10xO'-10" WITH 3/16 Z DETAL4-1/2"O x 10" H.A.S. a ' ` , �� DETAL �DETAL Sheet No. 16 W S-4 CONNECTION AT TOP OF DOUBLE TEE S-4 CONNECTION AT BOTTOM OF DOUBLE TEE AT BEARING WALL AT BEARNG WALL S-4 O ENDCTION AT FLANGE of DOUBLE TEE S--TR SCALE: 1 1/2" = 1'-0" WALL SCALE: 1 1/2• - 1'-0" SCALE: 1 1/2" = V-O" s of 47 Copyright 0 2002 HKM Engineering Inc., All Rights Reserve A. I 1 q OF COLUMN M CL OF BEARING �It OF BEARING o 52" PRECAST INVERTED 52" PRECAST INVERTED 2 5 TEE BEAM 28" PRECAST INVERTED >, ISOLATION JOINT, TYPICAL-- " TEE BEAM TEE BEAM EACH SIDE OF EACH PIER %'x6"x1'-B" PLAIN-. r--- ' 1 ' • 2 ois u MASTICORD BEARING t r r11. � •s p PAD (OR EQUAL) I i I T I 1 v m 16" PRECAST CONCRETE 1 - I I 1 1 DOUBLE TEE ROOF BEAM B I I OF BEARING o o C I OF BEARING_ N u ti S-5 — I --�- - & COLUMN PRECAST INVERTED & PIER N I I I TEE BEAM I I I I I 3"0 GROUT HOLE FOR- ------ - I z z Ewe rj6 REBAR. FILL HOLE 1 io L - - a ? WITH GROUT AFTER N ; X" mwoo PLACEMENT 3"0 GROUT HOLE FOR 2'-6" COLUMN CAP is ; oWi s /6 REBAR. FILL HOLE • o _ WITH GROUT AFTER MASTICORD8" PLAIN "- PRECAST EMBED CONNECTIONS _ PLACEMENT MASTICORD BEARING _ - Wx6"x1'-8" PLAIN PAD (OR EQUAL) TYIP. BY PRECAST MANUFACTURER o 1/4 n^ MASTICORD BEARING 10' 2'-0" PAD (OR EQUAL) o, e 3/B'x2e'xz8• 2 PLAN V'EW DETAIL ; F 1 PLAN VEW DETAL AT EL 5027.483 MATH s-1/2'0x6" S-5 PRECAST INVERTED TEE • H.A.s. S-5 PRECAST INVERTED TEE CONNECTION CONNEC11ON @ COLUMN N e - 2'-4' SQUARE AT SDEWALL SCALE: 3/4' - 1'-0" g N ° COLUMN CAP SCALE: 3/4' - 1'-0' w 10' NV C OF COLUMN a Q 2'-O" OF BEARING C1 OF BEARING v Z Z Q rc 3.0 GROUT HOLE FOR 2 �54 5-0. ZLu REBAR. FILL HOLE 1'-11 3'-0 W EL.-5027.483 _ WITH GROUT AFTER -z �• �• HELICAL PIER 9 2'-0'0 TOP OF WALL _ PLACEMENT '�LL: I I IIII ", ° SEE SEC. A/S-h Q Z -- EL=VARIES ,i z III I I I I N ¢ Q I Ir SEE SEE E -I �' III I I < 2 [� Z Z M3 SPIRAL TIES 0 12" < III w III I I I N N N 11-#8- ^ ^ MINIMUM SPACING o I I \ I I IIII '� • V r- N I 3 III I I I rr I N m m W w x I I I a U III z I I III I 3"0 GROUT HOLE FOR _ _ i i tO a III #6 REBAR. FILL HOLE 5-IS FULL HEIGHT 52" PRECAST INVERTED + )j'x3)j"x1'-8" PLAIN NTH GROUT T AFTER - }° I �I <_d v TEE BEAM MASTICORD BEARING ° CENTER IN WALL LACEMENT J PAD (OR EQUAL) EXTEND 6-#6 DOWELS 1-0 S REBAR CAST INTO 1 FROM FOOTING INTO I I CONCRETE WITH 1'-8" • COLUMN III MIN. PROJECTION SEE SECTION A/S-5 PLAIN (TW BOTH BEAMS) FOR REINFORCING �j %"x6'x1'-8' PLAIN N MASTICORD BEARING L " L DETAL ° I MASTICORD BEARING PAD (OR EQUAL) - $-5 FOOTNG/FELICAL PER LAYOUT AT oP*"•"••" �,�'- _i /5 O 12" O.C. PAD (OR EQUAL) /3 HOOPS O 3" O.C. J+--"INTERIOR COLUMNS ON GRDLNES 3,4,5, & 6 c #3 TIES O 6- O.C. REBAR CAST INTO /' SCALE: 1 2 - 1'-0' CONCRETE WITH V-8' =1i CJi rn L Ad EL.-49893 MIN. PROJECTION EXTEND COLUMN STEEL �0`' 5y` MATCH TOP OF Uo INTO COLUMN CAP � iiinpR ��`�,,� ° EXIST.BASE SLAB _ 5-/5 ON ALL FOUR SIDES a �+ OF PIER, EXTEND BACK ROW INTO TOP OF WALL AS SHOWN. ;o NO DOWEL ALL VERT. INTO FOOTING m IIJ wCOLUMN O1 _TT_ -R F --�13 71ES O 12' O.C. 7'-9. _ C; C C-4 ` "� 2'-6" SQUARE C O II If �I COIUMN CAP 1'-4j_ 2'-5j' 2'-5j' 1'-4j' Im'N L-n Cl) ° Z)0` lr�' C SECTK)N 4, 0 to C150-0132 FOUNDATION /5 O 12" O.C. d 0p CO, p7 O 6" O.C. BRACKET WITH BEARING S-5 PRE$AST INVERTED TEE c 4) ap� 6' STRUCTURAL FILL COPN•ECTION I ____ __ c .O ADDED UNDER + R i 1/4 x 4 x 0'-7 3/4• N L- _� CC^Y 1 0 3 TIES O 6' O.C. O FOOTERS WD p2 SCAU:: 3/4' - V-0' N HELICAL PIERS, SEE Z 0).0 SHEET S-1 FOR NUMBER - 5'-0' tV X 1'-0' ' VARIES 1'-0' OF PIERS REWIRED ?Ti----- ---- _ � ; 0�< e 1 INTERRUPT WALL FOOTING �'. SEE SHEET S-1 (GENERAL STRUCTURAL NOTE 4b) in a AT ISOLATION JOINT, TYP. iv D BOTH SIDES. TV. FOR COLUMNS 11 1,2,3,4,5, & 11 'IT 0 I I N SPREAD FOOTER (1 FT LARGER "' 11 11 1 0 II 1 1 I c IN ALL DIRECTIONS 3 FT DEEPER) FOR COLUMN 8.9.10 '�_,�' [';" HELICAL PIERS DELETED ON COLUMNS 7,8,9,&10 HELICAL PIER WITH o A SECTION C150-0132 FOUNDATION C150-0132 FOUNDATION n /7 O 6" O.C. n BRACKET WITH BEARING BRACKET WITH BEARING �-}- ___CA$T-/�-PLACE Ci E Cia'U�N 6• STRUCTURAL IF t 1 1/4 x 4 x 0'-7 3 4 Tn C 1 1/4 x 4 x 0'-7 3/4" '-I-'5CONNECTION TO INVERTED TEE ADDED UNDER /. oSCALE: 3/4" - 1'-0' FOOTERS WD /2 SEE SECTION B/S-53=0" '-0' FOR REINFORCING HELICAL PIERSEE SECTION A/S-5 SEE SECTION A/S-5 5'-0' SQUARE FOR REINFORCING o - - i nSECTM DETAL Sheet No. 17 SE S-5 (PRECAST NVERIED TEE CONNECTION - � CnM FOOTING/HELICAL PER LAYOUT AT S-5R AT SDEWALL S-5 FOOTING/HELICAL PER LAYOUT INTERIOR COLUMNS ON GRDLIrES 2 & 7 SCALE: 3/4' -< 1'-0• SCALE: 1/2" - V-0" SCALE 1/2' - 1'-0" of 47 Copyright 0 2002 HKM Engin"ring Inc., All Rights Reserved. I i N —77 N \ � U \ � O W p m Y Y IS S pp� n F I • A. 'o yr .o a � U 1 50'-10• I'...) 30'-2t l;l 30'-2� 4 30'-2t 5 30'-2j• 6 6 U z +EL Z7......."fry'f�....1Y1l^^^^^TT."11^......,`TT=...=Yf....1 i'Y.��.1_�•—`TY."'.`�r NOTE: SEE ARCHITECTURAL SHEETS FOR LOCATION OF SCUPPER PENETRATIONS • - =n7 z T.O.W. o z EL=5024.30 F rr----�r^.^^rrrr--�rw_�-r--'-�rr�__=-�-r_-.i�-3:�T=.��-r....�i^^..=.r �.._i-r `�r====;T`-�-,r----,r- =,T===,=s=;r====;r=�r�====;r==-,r===ti-r_-=�r^^^^rr"=w-r-• mi u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u l u oe BEAM BEARNG EL — I T.O.F. �I EAST ELEVATION I SCALE: 1/8• - 1'-0• I • V O Tn N //��. J LL Z a I Q � Z > > � O ocd j e 02 e 3o'—z • so'—lo• Q Z >j oC NOTE: SEE ARCHITECTURAL SHEETS FOR LOCATION OF SCUPPER PENETRATIONS o Elm N• Y. N W o15T.O.W. W p o[ .-•�r^^^^lr i-ru---1u..,.^^u u u u u u rr-u u u"•tr^ ,^rr�--r--..� T=w._-r---tr-`-"rr---rr-••-�r^.^^rr==_=i-r---�r=__,T- -�___ -r-'� EL=5024.30 ¢ m H u u u u u u u u BEAM BEARING W 3.1 -5018.40 2'-0• 2-0•I N Z I T.O.F. i I EL-5017.9 a (V ---- --- ' �. TE I 8'-4t• x I N EAST ELEVATM U a` <I SCALE: 1/8' 1'-0' �I c' a +s -1 ' U � _ �e %gyp'•....P...�•-'rF,`'O� lT 9 m • U 6 N� q B C D �.=a cvir) 55'-4• 54'-4• 55'-4• c R N U�' - O HM.p Nn :� 00 OD E1�5020.M7 I FL=50QS713 I C d°Q T.O.B. - c O) `O`O �EL� T.O.B.- T.O.W. - -- ---- --- T.O.W. --- -- l W @-- ___--_ - _________________ Y CC s E1 '-302712 r' F, y Y v O O Q --- ----------------- a BEAM BEARNG L_1 - I I -- ---- I BEAM BEARING = m o I n I I I O-=5017.40 I EL=5017.40y, ' 0. o _ ___ -...._ T F. SEE SHEETS S-2, S-3 AND ARCH. SHTS. FOR STIBULE z 41'-2• 5'-0• 49-4 - 5'-0• 8'-4 ---- 52-10• o: W nl W SOUTH ELEVATION m a SCALE: 1/8_ 1'-0• W Sheet No. 18 S-6R cp of 47 Copyright 0 2002 HKM Engineering Inc., All Rights Reserved. III i oN a m dT I ° m S = n < ¢ V > p G 8 50'-10- 7 30'-28 8 3O'-2j- 5 30' 3� 4 3O,-23. 3 9 cs S 6 w s ti U Z NOTE: S1 E ARCHITECTURAL SHEETS FOR � ATION OF SCUPPER PENETRATIONS 4EL=5027.483 0 TT O.IY. • z EL=5023.212 }`rr--•ti r-^Tr-^^rr•--�r^^^.Tr•-�rr-=-i r---ir^^^^rr---�r ^Tr-^^rr--�i^^.^•T r---rr ^^ ---�r ---� r^^^^^rr•-7 r•^^r r---- r_v=i = r-s r---TrY�r...-ti r--Trm f=-=i r==i r rt�.._�� o z u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u 'Ri BEAM BEARING afL-5017.40 T. WEST ELEVATION Iv SCALE: 1/8" 1'-0" m • U w o N ^0 a LL cl) al z • W ~ co F4 I > 0 S I V f0 C/) Q Od 30'-2j- 2 50'-10- 1 3 p¢WC Z - W N ; F NOTE: SEE ARCf{ITECTURAL SHEETS FOR LOCATION OF SCUPPER PENETRATIONS W O EL=5027.483a 0 U T.D.W. M U m V u ur + '1 7"""^"fi• •1T"""'TT""'^"fP•••�7"�'9'tT"`�-, ��-=YF====5 i1^^"^'Y-r"-1;YY Yf'• r-1 r_===Yr� EL=5023.212 Z u u u u u u u l u u u u u u u u u N CVVJ BEAM BEARING o M o 5017.40 z J 01 o x WEST ELEVATION NJ SCALE: 1/8- - 1'-0" a t _Z•. J ��..0` m u N o � a�.- o D C B q N C 55'-4' 54'-4- 55'-4- _ N u7 co d EL-5D27.483 I FL�'J09.'L7W , T.0 ' r Y 00 CD EL_=5027.483 T.O.W. --------------------------------- T.O.W. `f Z N10�. $ E1-3024.30 �--------------------------- ----- -_ --- --- I v N X ------------------------------- --_---------_----_----------------------- -------_------- BEAM BEARING I I I I -------------- I -- ---- ----I _ �a0 -------------� -So2azlz� n I L-1 L-1 I BEAM BEARING I L EL-5M 7.40 I I EL-o 5017.40 � --- -_—_-. --__.- .. SEE SHEETS S-2, S-3 T.O.F. o AND ARCH. SHTS. FOR C7 VESTIBULE z 52'-10" 8'-4- 3'-' S'-0" 49'-4' S'-0" 41'-2- W W z NORTH ELEVATION 0 _ z o SCALE: 1/8_ Sheet No. 19 0 S-7R of 47 Copyright 0 2002 HKM Engineering Inc., All Rights Reserved. i N 48-10" 3'-10" 8' N SEE ARCH. SHTS. a 27'-0` 21'-10' GALV. STEEL BAR GRATING 1'x,/8" WITH BEARING 'o m x 8'-11" 10'-0" 3' 10'-7' 4'-6' 20'-2' to' BARS O 1 3/16" O.C. _ n n • VI 1.0 iv L4x4x5 16 GALV. c�i + B 'F' \ / L4x3x1/4 GALV. LLV W/1/2"� m LEDGER W/1/2'0 H.A.S. H.A.S. O 2'-0' O.C. WITH v r� O 2'-0' O.C. WITH 4" MIN. EMBEDMENT Y d 4 I -I 4" MIN. EMBEDMENT d Z ——— ————— — N 4• ' U_—_—_— —_—_—_—_—_---_—_-- p5 O 12 O.C. o • m mg z4 0 mLL f o; o EL.=5024.0 a T.O. O.C./ o it L4x4x5/16 GALV. LEDGER i o t0" FOR CMU VENEER, o o /5 O 12' O-1COORDINATE LOCATION 10• s 4 • SLOPEmI C. Eb-5023.75 6- WITH ARCHITECT. B II I T.O.DRAI F.D.F•D• I ° B II I ETOLP-501 .5. a POUR SLAB OVER AT DOORWAY(TYP.) 0 F9FT0G I m x O 12�U.G. o ' _-- -._ CON. JNT. _ ---- I 4" DRAINAGE: STRUCTU A�LAFlLL--- I - IVEL R N r--- ai --- V PROVIDE LEVEL AREA LL EL=5021.0 I �o I II I SLAB UNDER STUD WALL I I \N.\ . A SECT IE I T.O.F. I B ' COORDINATE LOCATION }I''/ :r SIM. B I ~ LOCATION OF PAD I II WITH ARCHITECTURAL I i I S-S PPE CHASE TO BE VERIFIED BY I SIM.I' I 3'-10" POUR SLAB OVER SCALE: 3/4' - 1'-0' •NOS: I I ad 6'-01't 4 5•_4•t CONTRACTOR N I I I I AT DOORWAY(TYP.) I ' o o EXTEND GRATING AS NEAR I I G I I I II I =5024.0 I II 'p o i AS POSSIBLE TO SIDE OF D I a I n STEEL BAR GRATING GALV. • n STRIPPING TOWER. COORD. I I 1 EDGE OF 6' SLAB! I �1 INOTE- T.O.W. 4'-B" 1"xl/8' WITH BEARING BARS WITH EOI-IPMENT SUPPLIED UNDER STRIPPING I I SLOPE SLAB TO FLOOR DRAIN B AT 1 3/16" O.C. EL-5024.0 I i I LOCATIONS. TOP OF SLAB ELEV. T.O.W. EL-5020.0 TOWER. I I AT WALLS = 5024.0 Z EL.-5021.0 I - -T.O.S.--- - I sIM. I, T.O.F. I 5'-6" r--- __ E I g I .-5023.75 EL-5021.o I < o10 o U PPORT AN /� I 1 I II T.O.DRAIN FD T.O.F. II L4x4x5/16 GALV LEDGER 0 in - SLOPE 1- -- - -� \\� I °D -J� 1• SLOPE �I FOR CMU VENEER, • O N EL.-5019.5 I l �\ I I I TYPICAL EXCEPT AT NOTE: TOP OF GRATING TO MATCH m �T.O.F. 1 \ I _ SLOPE �I EXTERIOR SLAB. TOP OF ADJACENT CONC. (TYP.) n 1 4' 1 2"0 H.A.S. O 2'-0" O.C. / 1" STEEL BAR GRATING(GALV.) L/2"0 H.4 GALV. CON T. C_TH N Z m I F.D. ` SEE NOTE j I < j 6.3 I I D I EL-5024.0 CLR 1"x1/8' WITH BEARING BARS Typ' t/q LL - AT 1 3 16" O.C. a AT LEFT 1 ~I T.O.S. L IY2x1Y4xY4 LLH (GALV.) / •i N HOLD GRATING BACK I I l iI ANGLE CONTINUOUS SECTION X-X 6 J °D TO CLEAR CMU WALL I -C6x8.2- JJ i I I z1 I I I Z °1 TYPICAL THIS SIDE - - F r—— I COORDINATE ALL MECHANICAL ' LEVEL AREA OF SLAB, OF PIPE CHASE - I r ' I oI EL=5024.0 I I T. .S. PENETRATIONS IN SLAB WITH COORDINATE LOCATION C6z8.2 WITH 3O 0 L m I MECHANICAL SHEETS. TYP. II �I WITH ARCHITECTURAL �•' I (TYP.) 3J (I K ATTACH GRATING TO ANGLES WITH ANCHORS•EA END EXPANSION x n 3'-10- II 6'-4- ro 3' } �I CUPS OR BOLTS SPACED O 2'-0• z COORD.OPNG. MATH o M p I ' I k O.C. MAXIMUM (TYP.) MECHANICAL — J i -- —--- is 8 —— —— Of I I -- -- ----- - a - \ k 0 k o 1/4" THK. x 1• WIDE STRAP ANCHORS Je: d„�5017.38 -�_1, 4'-9• EL--5021.0 `L4x4x5/16 GALV. LEDGER � B w+'` 3 O 2'-0- O.C. WELDED TO ANGLE ��'• wELT.O.F. BFOR CMU VENEER, +FTG. STEPS) SEE COORD. LOCATION �i T.O.F. EL=5019.5 `� �0''•+ h` SECTION B/S11 T.O.F. MATH ARCHITECT. `t' ''�.�*••. C`y4�` FOOTNG & FOLMATION PLAN VEW 1 DETAL 2 DETAL SCALE 1/4'-1'-0' S-8 MATH d FRAW SS-8 pgATNQ SUPPORT Cb SCALE 3" - V-O' SCALE: 1 1/2' - 1'-0' m U 6 CV #5 DOWELS TO MATCH C O 0y^ Cps VERTICAL REINFORCING 18' ALL BEYOND, SEE Z)01 f� PROVIDE STD. LAP �18" ARCHITECTURAL SHTS. O N 06 SEE ARCH. SHTS. 1• #3 O 12" O.C. /5 O 12"O.C. f3 O 12"O.C. C a pp L0 TYP. SLAB REINF. TYP. SLAB REINF. HSS4x4x1/4 CAt CO 0 f 2j• W CO:Y E LO 1• < � !� L Z L4x4x5/16 GALV. I 4"DRAINAGE GRAVEL Y ail Y TYP. U O O C7 LEDGER W/1/2'M H.AS. 8' 6" 6' 8' 1/4 = 10 m u- 4' DRAINAGE GRAVEL a15 DOWELS TO MATCH R FOOTING I o O 2'-0" O.C. WITH ", o VERTICAL RENFORCING UN CMU WALL C 3/4 x 4 1/2 x 0'-10' (� I W/2-5/8'0 EXP. ANCHORS STEP DOWN TOP OF PROVIDE STD. LAP TYP. SUB REINF. 1" GROUT4' MIN. EMBEDMENT 3 O 12" O.C. /5 O 12" O.C. WALL AND POUR SLABO 12" O.C. HSS4x4x1/4n 1'-O' 6" OVER AT DOORWAYS EL-5024.0 1'-0' 6' O 12- O.C. TOP OF SLAB a .4 (� a /5 O 12" O.C. 'm l e d u EL=5021.0 EL=5021.0 `- ~ ° SECTION Y-Y Z . TOP OF FTG. TOP OF FTG. ee of o /STRUCTURAL FILL STRUCTURAL FILL o ° ° .A w Z 10' H o \ - 10" o p5 O 12' O.C. L7 / B SECTION DETAL Sheet No. 20 C SECTION D SECTION s—e COLUMN BASE PLATE a QQ S-8 TYPICAL FOUNDATION WALL S-8 TYPICAL FOUNDATION WALL S-8 NTEFIIOR CMU WALL FOOTNG SCALE: 1 1/2' - 1'-0' V�V�1 g AT DOORWAYS SCALE 3/4' - 1'-0' o SCALE: 3/4' - 1'-0' of 47 SCALE: 3/4' - 1'-0" Copyright 0 2002 HKM Engineering Inc., All Rights Reserved. i 2'-8 2' 8' o d � o � N PROVIDE 2.5VS1 TO SERVE­. o + AS NAILERS FOR SOFFIT. 2.5 VS1 0 ," SEE ARCHITECTURAL. n n COORDINATE DIMENSIONS OF ALL 2.5 VS1 EAVES AND OVERHANGS WITH N 'o a ARCHITECTURAL w m 2.5 VS1 a E——— ——— -- —————————— — —————— — -- 6 IF - --- -- ---------- - ------ - - I u z I Ni o I III • 1'-4• 20'-0" 1'-4" z c� o I i iN ANCHOR FOR v 0 z ma<� I I 1113 1 AWNING(TYP.) I I 1 I 0 o LLi�z I I ICI • - Q 2.5 VS1 O 2'-0" O.C. 5-9 I I __-- ___-- -- HORIZONTAL BRIDGI --------------- -I1 v I.N2 (TYP.) .2 rn —i------- —=1=- 20'-8' 10 - z L3x3x1/4 LEDGER o I X-BRIDGING _ ANCHOR FOR 12K3 C' j I jzJ 10 AWNING(TYP.) • N U * OPENING IN RO©F TYP. 18K W EXTENDE ENDS O 4' 0" O.C. a LJ FOR MECH. EQl1P. 12K3 A N 0 - N Q (} zi I \� i' N Q 3 J * a I ix� B _-- HORIZONTAL BRIDGI Z �I i ---------- ---------- ------ -------- - ---- p o Q �i li �I 10 I I C I o Q � mI ----_d I I a 8" CMU WALL WITH �j Z IL.I F 12K3 ;y`1. I I 8- CMU ALL WITH 25g5 O 48 O.C. HORZ. •'� n >O 13 B �I ``�� I I TYPICAL UNLESS NOTED- * X-BRIDGING #5 O 32" O.C. VERT. & ( 0 i I I I '0 2-#5 O 48" O.C. HORIZ. OTHERWISE) Ir Z 2 12K3 �I 1'-6 -0• I 2.5 VS1 O 2'-0" O.C. d =I O I I 1 (TYPICAL UNLESS NOTED Q _ I I N OTHERWISE) Q -j I Y W V g - -- - l� \1 W ; I I N W W8X10 W8X10 HORIZONTAL ---- -- --------_- ---- • O X 1 r i Io N I oil I 1 1/2"22 GAGE. TYPE B ^ 5'_g• M Z ' I I STEEL ROOF DECK 8• CMU WALL WITH oI 7j I_ OD m YI I t /5 O 32" O.C. VERT. h N (2) 12K3 < �� 11 13 I 2-/5 O 48.O.C. HORIZ.171 a OPENING IN ROOF , N L3x3x1/4 LEDGER L C I ~ n --'—'—J—'---'—' WI x26 (5036. 9 TOP OF EI AM) 4' SPLIT FACE • --J I CMU. SEE ARCH. _ L- - -- — -- - __ - - _� *COORDINATE LOCATION OF MECHANICAL EOUIPMENT Dp 2.5 VS1 W/MECHANICAL DRAWINGS AND EQUIPMENT ACTUALLY 2.5 VS1 CMU REWORCNG PLAN VIEW SUPPLIED. NO JOIST SPACING SHALL CXCEED 4'-0* (L •. O.C.. JOIST MANUFACTURER TO SUPPLY HEADERS SCALE 3/16"-1'-O_ WHERE REQUIRED AT OPENINGS. 2.5 VS1 A PROVIDE 2.5VS1 TO SERVE AS NAILERS FOR SOFFIT. ROOF FRAWNC PLAN SEE ARCHITECTURAL. SCALE 1/4"-i'-Cr m C 6 C14 O TY7COORD. ED END 1/4 CI N N L ONTS TO BETYP O 2 DEPTH. 1/4 1 4 TYP W a 00 00 (D 120plf) -STEEL ROOF DECK 1/4 C �`� 00 LO c STEEL ROOF DECK Q 1/2x6x7 WITH N p 3 TYPE R1 EXTENDED END -STEEL ROOF DECK- L 3x3x CONTINUOUS C O 2-1/2"0x6"H.A.S. I1 1/2x6x7 WITH W .- E S. ON ALL 18K9 JOISTS TO BE 2 1/2" MINIMUM DEPTH. 2-7/2.111 H.A.S. W/fit"0x6" A.B. O 32" O.C. *U Z 10 'v 2 5 VS1 2.5 VS7 (DESIGN CRITERIA= 120pif) 2.5V51 JOIST 8" CMU WALL STEEL ROOF DECK bd U O Q Q g 2 '0 ca Tz- EL=5036.29 --- _ TOP OF BEAM I - EL-5033.33 J EL,-y E - 8• BOND BEAM nW12x26 T 2.5 VS1 �j COORD. W/ARCH. 2.5 VSt W/2-#5 0 18K9 JOIST 8' BOND BEAM 18K9 JOIST TYP. O $ OORD. W/ARCH. 18K9 JOIST WITH 2-#` Z o - STEEL JOIS1 - ci 8"BOND BEAM 4" CMU AND 2" RIGID COORD. W/ARCH. q•_0• WITH 2-/5 INSULATION NOT SHOWN w FOR CLARITY w Z 8" CMU WALL 8" CMU WALL SEE PLAN i Z g (A SECTION rB_'), SECTION C SECTION D SECTION OF w S-9 JOIST BEARING ON STEEL BEAM 5-9 JOIST BEARING ON CMU WALL sheet No. 21 S-9 TYPICAL OUTRIG(fR BEARING ON CMU WALL S-9 ROOF TO-WALL s SCALE 1• - 1'-0• SCALE: 1" - 1'-0" i SCALE: 1• - 1'-0- i SCALE: ,• 1'-0' S-9R 0 of 47 Copyright 0 2002 HKM Engineering Inc., All Rights Reserved N O O \ T C A \ L T � m 2 O • C N NOTE 8" CMU WALL N A, v 3 16 TYP. ELEV. OF HIGH END 5041.08 STEEL ROOF DECK _ m STEEL ROOF DECK 6. :. ELEV. OF LOW END = 5040.67 GROUT BEAM POCKET 14 / v e 1 2x7x7 NTH TYP. 4 lec5x9 W/2-1<t'0 4-3 4'0 A.B. o Z 3 16 FULL AFTER SETTING PROVIDE 5" EMBED. u GROUT BEAM POCKET 14 STEEL ROOF DECK JOIST STEEL ROOF DECK x 6' H.A.S. o FULL AFTER SETTING _ WITH BOLT STEEL CA t JOIST 1 4 - WITH 1/2"0 STEEL CABLE N EL=5p32,i7 COORD. W/ARCHITECTURAL ow�� L 3x3x1/4(TYP.) DEL=SEE NOTE TOP OF PLATE '�1. 1/4' o = may, STEEL JOIST L 4x3x1/4xO'-4' TpP OF PLATE T.EA 03200 m< of = iEACH END /OPENING ,,'I a "HxAS2- .0 ICMURIGID INSULATION AND �• oe 3/8x6x9 WITHNOTE 2-1/2'0 x 6' H.A.S. 21. SK1 STEEL JOIS META SIDING,ARCHITECTURALFEANGLE FRAMING SHOWN IS REOUIRED 7STEEL JOIST }1/2' 6" BOND BEAM 26" BOAT ALL OPENINGS IN STEEL ROOF DECK 8" BOND BEAM W/2-#5W/BO _ 2-/5 VERTICAL AT GREATER THAN 12" IN ANY DIREC110N WITH 2-05 12K3 STEEL JOIST W ARCH. EYEBOLT LOCATION6' CMU WALL8" CMUWALL SECTION 6 1 MTAL S-10 TYPICAL MAL94G AT OPEIAW S-10 AWNNG TO WALL CONNECTION N IN STEEL ROOF DE`X 8 SECTION s-10 JasT BEARNG 8 CMU ,• = 1'-p• U SCALE 1' - 1'-0' 5-10 TYPICAL JOIST BEARNG CMU SCALE: 1'. 1'-0' SCALE 1' = 1'-0' Q J o a o� o 2r • p W U M) OI N a d J z 0 0 EXTEND VERT. REINF. ° INTO LINTEL(TYPICAL) Al I COORD. W/EQUIP. SUPPIED 0-1 � LINTELCOURSES W/RENF?(SEE TABLE) /4 O 12" O.C. P*..•a3.•','��i- we'•. GROUTED CELLS m __ — EXTEND BARS 24'EACH SIDE w PAST EDGE OF OPENING. • �Fe w �E � SEE TABLE JI A =Z o BELOW - ° • = i • ° /3 O 12" O.C. %.y:•'..........._'�5��� —— — BOND BEAM REINFORCING (TYP.) ° CENTER IN SLAB 1 1 2" CLR. 1-" 1 °• (TYP. SLAB REINF.) •a. - .a. SECTION A-A ' •° /3 O 12' O.C. v a NO SCALE END SUPPORT - 1 GROUTED CELL, 2 VERTICAL REINF. LINTEL NO- REINFORCING H BARS(MATCH REINFORCING _ IN WALL, EXTEND 24 EACH 8. 4'DRAINAGE GRAVEL — 9 a ^ O LN1 2-/15 16' SIDE, PAST EDGE OF OPNG.) N 0 LN2 2-#8 16• STANDARD BEND ON ALL d ~ch W VERT. REINF. INTO FTGS. CIDA pr CO D�SECTION E o SECTN•�N aI a1 c.o,o 5-10 BLOWER SUPPORT PAD S-10 SLAB THICIOESS TRANSITION LO °O _ 2 MTAL SCALE: 3/4•= 1'-O' SCALE 3/4". 1'-0' V Z (D `o- S-10 TYPICAL CNN LK EL he C3 x m < _ SCALE: 1/4'- I'-0' I t7 z W W z z W Sheet No. 22 S-10R of 47 Copyright 0 2002 HKM Engineering Inc., All Rights Reserved. i 0 0 6'-4" 9'-8" 6'-4" B" T m J l c L7x4x3/8 LEDGER < a m WITH O 1/2.0 A.S m 3 EWL_4994.35rL7 .O.S. �I EL=4 92 EL-4995.023 r^� T.O.W. EL-4995.023OORDINATE ELEVATION ---____ EL-4993.023 EL.=4T(E9 9BL5E3.=YW.00O2 42N9.334" MIN. EMBEDMENT D COF LEDGER W/ARCHITECT EL=4993.023 I =4993.023 T.O.W. T.O.W. T.O.W. --------- -----_---_---_ - — EL=4989.69 _--____-- EL=4989.69 D f 0 zT L--------JJ--- ---T—O—S.-------------- ----------- +ELL=4989.19 1.— — �r7 o mO� rc3s, o L--1 r-------- ---- 0 zs<m0� r I COORDINATE LOCATION ' I I 1 J EL=4986.19 OF PIPE PENETRATION EL=4986.19 r--J---------------- —1 T- — r 1 W/MECHANICAL SHTS. I •i BEYOND FOOTING L__ -- —J 2'-6 1'-9 I °D v + 0j TYP r TYP. EL=4989.69 i I 10'-T -_ - 10'-9" __ a o I I I T.O.S. A I I EL.=4989.19 • $ T.O.F. EAST ELEVATION SOUTH ELEVATION Z S-1 ~ < I SCALE 1/4"=1'-O" SCALE 1/4"-1'-0" o Q EL-4995.023 0- 3 O OD T.O.W. r/r -L- I - FOOTING STEP o N n I -r------ -- O U POUR SLAB 5'-0' r ¢ W OVER WALL I EL-4986.69 11'--a" 6'-4" 5'-9" 10'-3" Q ----------------------- I T.O.F. o Z Q ad °D STEP TOP I ~ OF WALL I • Z ELEL-4995.023 a T.O.W.o w EL=4994.357,L EL-4994.357 0 O I ' orw ro.w. EL. Y, 3 Q r------ DOI IN TOw a Q0 r-L- -4989.69 ------- W L � ---- _ � . --j EL.=4989.69 m .O.W T0 --- I -- � L4.989.19 --- ---� T.O.S.T . EL=4989.19FTof O -- in a I o A EL.=4986.19 `L 1 J_ I ELEL=4 e r Q TOP OF FOOTING r-- r--� - T.O.F. J N EL=4989.19 - _ J BEYOND L-----_L__1 -- -J z° T.O.F. EL=4993.023 N ; = r.o.w. NORTH ELEVATION WEST ELEVATION z � EL-4986.69 g rn T.O.F. • S(:ALE 1/4"=1'-0" SCALE 1/4"-1'-O" 1•_10• 4'-8• 11'-4" 1'-10" FOOTING & FOUNDATION PLAN VIEW SCALE 3/8"=1'-0" 8" 2" 6 TREADS 0 11" - 5'-6" 5'-0" 8" EL=4995.02?, 6 EL.-VARIES ELf"9 4.357 'O T.O.W.( V �T.O.W. T'iv /5 DOWELS TO MATCH 24• /5t0 N2- 0 C. iD C O 0)^VERTICAL REINFORCING EL=4993.023,�AY ]0,L7x4x3/8 LEDGER PROVIDE STD. LAP 24"�i6 O 12. O.C. 6 O 'O WITH 1/2"0 H.A.S. N d` ap 0 2'-0. O.C. WITH C >.0 CO 2 4" MIN. EMBEDMENT EXTEND TRANSVERSE BARS O /6 O 12" O.C. Q) rn COORDINATE ELEVATION /5 O 12" O.C. AND DOWIL INTO WALLS ON rn pf C 0) 10 BOTH SIDES OF STAIRS C �L OF LEDGER W/ARCHITECT O 12" O.C. w t _ /5 O 12' O.C. STD. LAP LOCATION y6 O 12. O.C. N5 12. O.C. Y U? N X SEE PLAN EA WAY EL=4989.69 2 � 10 co L,8919 T.O.S. NOTE O 12. O.C. •° 1 j SEE ELEVATIONS THIS T.O.F. ISHEET FOR WALL AND `l I24" FOOTING ELEVATIONS 4" DRAINAGE GRAVEL5 O 12" O.C. < REINFORCING TO MATCH2-/5 CONT. /6 O 1Y 0.�2$EACH WAY LONGITUDNAL RFINF. INFOOTING STEPPED W EL=4989.69 FOOTING (BEYOND) EL=4986.1?mT.O.S. T EL=VARIES T.O.F. l - -O2-HS CONT.n 4 DRAINAGE GRAVEL EAH1 AO.C.EACH WAY 2-/5 CGNT. 1•-p• STD. HOOK 1'-10" 8" 1'-9 Sheet No. 22 A SECTION B SECTION CT SIN -11R S-11 TYPICAL FOUNDATION WALL S-11 TYPICAL STEPPED FOOTING S-11 STARWAY AND LANDINGS o SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 1/2" 1'-0" of 0 Copyright 0 2002 HKM Engineering Inc., All Rights Reserved. i a a D ------------------------------ r I I m I I s-1 i a I I ,`o 2.5VS1 OUTRIGGERS O 2'-0" O.C. 0_ TOP OF CMU I �I Ci \-_ -� 'I I v I j D SIM. u Z 1 �"• I I I S-1 u 2'-10' 1OK1 JOIST I EL=4999.02 4: .,,.• I u, y TOP CMU I o U o�-U L 1 --- -- -- - ------- ---- z ____ __._ � SEE ARCHITECTURAL FOR "�- I :rII: 2'-10" I i !. 1 m< LOCATION OF VENEER AND ♦ ,,.: r-- I — LEDGER. >,. '.:nt I I - --- ---- ---- - . -- --- I I 8' CMU WALL 8" CMU WALL • o .z /5 DOWELS TO MATCH � EL=4995.023 VERTICAL REINFORCING N I PROVIDE STD. LAP $ III i I T.O.W. w I j SLOPE j III 5 DOWELS TO MATCH o III I III \�� •I VERTICAL REINFORCING r I I I PROVIDE STD. LAP `y' • yo! 10K1 W %TENDED LOCATION OF VENEER AND V I III •I SEE ARCHITECTURAL FOR H I ENDS 0 2-0 O.C. I L7x4x3/8 LEDGER I N III WITH 1/2"i H.A.S.O.C. - LEDGER. oo Clf I O 2' O.C. WITH EL.-4993.023 A I I I III B 4" MIN. EMBEDMENT T.O.W. III 1 COORDINATE ELEVATION • < � 1 I I I III OF LEDGER W/ARCHITECT /5 O 12" O.C. O 12" O.C. O 12' O.C. O 12" O.C. CMU I. TEL �•o Oi z~ 3UW /5 O.C. %I EACH WAY O 12" O.C. 3 Z EACH WAY x Q II EL.=4989.69 EL.=4989.69 vi 1L II ob T.O.S. TT.O.S. - • LLJ^s 1l EL.-4989.19 10 `o EL=4989.19 ANCHOR FOR T.O.F. 'd 1 AWNING (TYP.) o 01 N I N •i \_4' DRAINAGE GRAVEL 4' DRAINAGE GRAVEL- a AWNING OVER DOOR J BY ARCHITECT 2-/5 CONT. 1'-10' 8' 1'-9' 1'-9" 8' V-10" 2-/5 CONT. zo o U. a ROOF FRAMM PLAN A SECTION B SECTION • S-1 SCALE 3/d'-1'-C TYPICAL FOUNDATION WALL \t!V TYPICAL FOUNDATION WALL SCALE 3/4' = 1'-0' SCALE: 3/4' - 1'-0" i NORMAL VERTICAL REINFORCING ADDITIONAL HORIZ. I I I I a VERT. BARS BAR SIZE Cl b l rJ L /4 12" 15" I BEND REINF. AS 6) J 1 .y NECESSARY AT N5 15' 21" m - I I JOINTS OR OTHER OBSTRUCTION /6 18' 24' lJ CV N ci I I I 1 /7 24- 27' C 0 (1)^ O � #8 30" 36" rn L-0 A t\ 1 1/2"x16 Go. WIDE RIB I[1/2x6x7 WITH TYPE R1 EXTENDED END r I d � STEEL ROOF DECK ON ALL 10K1 JOISTS TO BE o: I 4 DIAGONAL BARS C >^ LO 2-1/2"4x6'H.A.S. 2 1/2" MINIMUM DEPTH. i SIZE TO BE LARGEST c � �O:: 2.SV51 JOIST (DESIGN CRITERIA= 120p1f) �� I SIZE OF NORMAL REINF. C E : O BAR CUT (TYP.) UJ t Z N L he10 uo o �Q x 'O m EL=VARIES EL=4999.02 SYM. ABOUT TOP TOP 1. CUT NORMAL REINFORCING AT OPENING AND ADD 1/2 OF AREA OF HORIZONTAL 11. CUT BARS AT TOP AND BOTTOM AND 1/2 OF AREA OF VERTICAL BARS AT EACH 1/4 1DK1 JOIST SIDE. 1OK1 JOIST 2. ADDITIONAL BARS TO BE PLACED AT (L OF WALL OR SLAB WHERE ONE LAYER GROUT CELLS UNDER GROUT CELLS UNDER OIST FULL (FULL HGHT.) 2-10' JOIST FULL (FULL HGHT.) OF REINFORCING IS PROVIDED AND AT EACH FACE WHERE TWO LAYERS OFREINFORCING ARE PROVIDED. 3. ADDITIONAL HORIZONTAL AND VERTICAL BARS ARE NOT NECESSARY FOR HOLES8' CMU WALL - B" CMU WALL 8 TO 11 INCHES. USE ONLY THE DIAGONAL BARS. FOR HOLES SMALLER THAN 8 INCHES DO NOT CUT BARS, SPREAD NORMAL REINFORCING AROUND HOLE(NO DIAGONALS NEEDED). B SECTION C' SECTION 4. THIS DETAIL TO BE USED ONLY WHEN NO OTHER DETAIL IS INDICATED ON THE-1 TYPICAL OTRI UGGER BEAFM ON C111�J WALL 5-12 OIS TYPICAL JT BEARM ON Cull) WALL DRAWINGS. SCALE: 1' - 1•-0" SCALE: 1' 1'-0' 1 MTAL Sheet No. 23 S-, ADDITIONAL FMFORCM AT S-12R NO SCALE of 0 Copyright O 2002 HKM Engineering Inc., All Rights Reserved. I J PT 2X NAILER METAL PARAPET CAP 101./2. m COUNTER FLASHING UNDER PARAPET CAP" FLASHING UP PARAPET WALL 5 6 7 B REVISED ROOFING LAN 252-8 Z EPDM MEMBRANE r 2" RIGID INSUL.D1. "SC��,L, ',IaClt,- !. 59'0" 1'-0" 59'-0" 1'-0" 59'-0" 35'-1 PRECAST CONS _SAME ON BOTH 5 A DOUBLE 'T'SEALANT W/ FOAM o3 Y z, BACKER ®ALL DOUBLE'T' PERIMETERS SL SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE PE • TYP PER STRUCT, v Z c d CL ° 0Q z crZ Q ! EXA PLE FLASHING DETAILS, INSTALL R ING AND FLASHING AS p�'� PER MFG. INSTRUCTIONS TO INSURE WAR TY COMPLIANCE. a Lu Z W n PARAPET FLASHING DETAIL � Y 2 LL -------- - LYJ�--- ---LYJ2 -- RIDGE— 3 ----- ------ ---- 6 CC 0 --- Al ,• ` , PT 2X NAILER UJ Z 0 KJ N5Cr METAL PARAPET CAP LLJ SEALANT � COUNTER FLASHING M UNDER PARAPET CAP �m � PARAPET WAL Er BOLT J"x6"x24"ac J W EPDM M MBRANE OVER LRR 9.06.02 (n o RIGID INULA710N TYP. INTEGRAL METAL SCUPPER a E > W AND CONDUCTOR HEAD X � SLOPE EPDM MEMBRANE 0 n 2" RIGID INSJ_ -' 4 2 law, Al FLASHING AT SCUPPER/ PRECAST'CON' DOUBLE T' - -_ ----_�MEMBRANE J z--- _ _-_ OINT tM. \ ' SEALANT W FOAM �^ 7 8 9 10 11 12 i BACKER ® ALL DOUBLE (Cv�, -—-- T PERIMETERS LT-i ° 6 yytt O o e I i - W DOWN SPOUT CONC. WALL As w v I a I ° PER STRUCT. �------ ------------- ,n T` -------------------- l� BUILT UP r z. CRICKET NOTE: �'- rom° ! \ EXAMPLE FLASHING DETAILS. INSTALL ROOFING AND FLASHING AS PER MFG. INSTRUCTIONS TO INSURE WARRANTY COMPLIANCE. SLOPE 'SLOPE SLOPE 'SLOPE SLOPE SLOPE SLOPE SLOPE U A, A, n SCUPPER DETAIL a � o SCUPfER TYP. W Cl) .; o z Q F 5 '. Note: C 1(c p (U00 CD n 9nw di joint onnofalroof ao nd joint contin Is [7] ,y N n RESERVOIR ROOF PLAN in rigid EDPM insulation roofing mat ial. �+ Z 10 o Al `, ModiWD fied b KM 10 1/t6" = 1' Y N p O 2 cC CQ Gi. o NORTH Note: NOTE: Expansion joint E-W provided for i roof I SEE HKM STRUCTURAL DRAWINGS FOR center dounle tee's by removing fl nge w ds EPDM ROOFIM- WALL AND ROOF STRUCTURE. a along one joint from sidewoll to si ewoll nd cutting a control joint 1 j" deep in east w I. 2" RIGIC I'd' Ca will olreody have a control j nt. GROUT wl KJ ({6 14 FLANGE CCNNE— LD Z Z AS PER STRUCT. Q f a J7J& W W J Q SEALANT W/ FOAM - OFCJO NTKER FULL LENG'H W I Z C3 W FLANGE JOINT i q1 Sheet N,. _v Y A-1 Copyright 0 2001 HKM El.,. 8'-3' GENERAL NOTE: o° WOOD MEMBERS IN CONNECTION WITH ROOFING, FLASHING, WATERPROOFING v AND WHERE IN CONTACT WITH 17-4" MASONARY OR CONCRETE TO BE o m REFLECTIVE 0 18'-0" PRESSURE TREATED AS INDICATED IN n SURFACE I 36"mIn — — — — y='� SPECIFICATIONS. a U Aa • S •E 12" 40"-42" I �12" 8" I oo max SEE M7 min o a N Z INSULATE EXOPSED io •_8• 4•-V o PIPES TO AVOID ACCIDENTA CONTACT o o I I u g I ® w (�J w I I _ ' U O I N O a I C c c �.E w a a I -- ----------------- -- I c ¢ m7�� g 4'-0" 6 a 6 3 p Wiz 8" min 7• A4 A4 1,_8, • max KNEE SPACE 36 CLEAR "max � c HC LAVATORY HC TOILET AND URINAL FLOOR CLEARANCES D01 III • Q I I g n HC FIXTURE MOUNTING CLEARANCES CENTER CONCRETE SPLASH BLOCKS ON DOWNSPOUTS TYP. A4 o a 3 PAD UNDER TANK 7 y A4 WD M15 8. • I � I s OUTLET BLDG. FLOOR PLAN x.00 I I �xna N saxom 1/4"- t 3 J p SrORAIM coI O G PWIM 7c NORTH x • 3'-4" 5'-0" 4" 10'-0" 3'_4" 102 :2A4 O do cl��D Till °°' �' INTERIOR FINISH NOTE: o SCUPPER W/ �7 \ "n7 DOWNSPOUT / -� 1.) ALL CMU WALL SURFACES TO BE PAINTED PER Z PARAPET WALL A4 m SPECIFICATIONS. COLOR TO BE SELECTED BY OWNR. 'o aff W1 \ 2.) ALL GYPSUM WALL SURFACES TO BE PAINTED PER E \ v I F \ SPECIFICATIONS. COLOR TO BE SLECTED BY OWNER. . \ EPDM MEMBRANE \ 3. ALL WOOD TRIM TO BE PAINTED PER SPECIFICATIONS.� oo ��• �OVER RIGID INSUL. 7 ) - � I OA 4 ROOM ? m 1i \\ q7 TRIM COLOR TO MATCH HALL SURFACE COLOR AS ABOVE 101 of \\ SELECTED BY OWNER. � A7 ------i7 7o SLOPE 0- N / EPDM MEMBRANE ]ADW A4 c+ N // OVER RIGID INSUL. a F- + a OVE 4 oww 8-5 1 CV / W rh / a V z :t! LOo n O 1107 DSCUPPER OWNSPOU/ N io A 1a 4 A7 m PARAPET WALL A4 BO i. 2 \\ w F. F, 00 +d o SEE M1 A4 \ o Z A �" 00 10 No ion- D04 NOTE: ADDN 1 IFI� \\\ A7 SIM. Z p C 20' PJDM cu ao -8" 103 vI \ Gc7 .� RL 00 �A7 — I — >C o A ABOVE A ABOVE A AB A �� DO -----J 1 i' Aa m � a q 3-4 1-8" 1'-6" 1'-8" 3•_4• ' A �RADON TOWER ROOF PLAN `5'-0 aA2 21,_4.mi 15-4" I U 22'-0" 4'-4" 22'-8" 8. NORTH Z \ CONTROL BLDG. FLOOR PLAN DOOR SCHEDULE Lu 1 ,� NUMBER SIZE RO GH OPENING MATERIAL FRAME FINISH GLAZING HARDWARE TYPE REMARKS w , f 1/4' 1' DOI 3670 3-10 X 7-2 MTL MTL PAINTED - HW1 INSULATED ST DOOR, INSTALL THRESHHOLD WD 13 w D02 2 3070 6'�4" X 7'-2" MTL MTL PAINTED - HW2 INSULATED ST DOOR, INSTALL THRESHHOLD WD 13 Z WI NORTH D04 3070 3' X 7'-2" MTL MTL PAINTED - HW3 12 MTIL MTL PAINTED HW5 WINDOW SCHEDULE D06 20 40 0 8' O XX7'Z2"O" MTL MTL nPAN D SAFETY HW6 ADD U SCREENEDLATED LOUVERS IN ALL D06 DOORS U ID TYPE MANUFACTURER STYLE SIZE ROUGH GLAZING FRAME TYPE TY REMARKS DELETE WINDOWS FROM EXT DO6 DOORS WD 12 _v A TRANSLUCENT FIBERGLASS PANEL KALWALL SAMPLE PANEL 14 x28 14 1 2 x28 1 2 INSUL. CUSTOM D07 3070 3' X T-2" MTL MTL D - HW4 INSTALL THRESHHOLD WD 13 Sheet No. 2 +' B I FIXED GLASS PANEL CUSTOM I DOUBLE PANE 1 42"x30" 42 1 2"x30 1 4"1 INSUL. I CUSTOM 1 - NOTE: _ c.1 TOTAL 24 ALL DOORS TO BE -ANTED COLOR SELECTED BY OWNER. SEE SPECIFICATIONS FOR HARDWARE TYPES of 7 Copyright 0 2001 HKM ENGINEERING, Inc., All Rights Reserved. i v 0 0 2 AALLT a STEEL FABRICATIONS AND ASSEMBLIES 2 o m A4 TO BE PRIMED AND PAINTED AS PER A4 SPECS. COLOR TO BE SELECTED By OWNER. a • ° v DO NSPOU ° RADON STRIPPING 4" IAETAL RNER w Z TOWER BEHIND TRIN U STEEL GRATE 6 '^° 0 SEE 1/A7 • ow�< STEEL FRAME AWNING z SEE 1&2/A6 VERT. META SIDIN mam° c < in3o. 4" METAL CORNER o 3 is, w o TRIM p DOWNSPOUT I • > Q z Z Z Lu o � Z O — — — — — 0111[ailll — — — — > Y0 < SOUTH ELEVATION 3 NORTH ELEVATION a w z z D A4 S 1 1 1 O A4 q4 q4 �m m HORIZ, METAL J SIDING COILING STEEL VERT METAL DOOR SIDING • HORIZ. METAL HORIZ. 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FF - -- EYELET a° METAL SIDING INTEGRAL FLASH W/ STEEL DECK SEALANT GUTTER l?Y' MFR BAR FOIST - 1/2" STEEL PLATE PER STRU',_. • ST CABLE W/ ° W// ANCHOR BOLTS I" STEEL DECK 2X STEEL SOFFIT TURNBUCKLE REFR. STRUCT _ METAL RIDGE FLASH i 1/2" ST TUBE BAR JOIST AS % 4"X4" METAL TRIM 3/8" ST. BAR 1 PER STRUCT ST. BEAM A-< SPACER =ER �RUCT WOOD ROOFING ' 11 1 2" RIGID INSUL °-- METAL SIDING ST ANCHOR 1 2" RIGID 'NSUL _ 8" CMU WALL a METAL FASCIA 1 1/2" EXI GRAnE • LOOP /2" PLYWD. ALIGN GWB - _ - - - 1/2"DIA ANCHOR FACE W/ CMU FACE z BOLT m 12" 0C z8" CMU WALL 2Xb STUD fRAMINnEXTEND BAR JO!5T8 x2"zt/d ST- TCP CHORD METAL FLASHING SEALANT TVA,CHANEL --- STEEL SCFIT METAL COUNTER- 'X4 TRIM • ------- - FLASHING WRAP A / ETAL FLASHING AROUND TRIM iv _RANSLJCENT 1% STOP FIBERGLASS PANEL a ONC, SILL AWNING DETAIL z AWNING_ DETAIL , EAVE DETAIL--e STEEL GRATE " SPLIT FACE CMJ �4 SEE ,/A7 WINDOW HEAD � � Er Z 1 -A CORNER 12 TRIM TS w F- 1"z1 1/2" ST_ CHANEL STANDING SEAM W/ 3/16"DIA x 1 1/2" FIBERGLASS PANEL 5 TRANSLUCENT a METAL ROOFING aa��5 LAG SCREW ® 6" O.C. STEEL GRATE "iS" STEEL GRATE SEE 1/A7 STEEL GRATE Y 1/2" DECK METAL DRIP EDGE SEE 1/A7 METAL FLASH SEE I/A7 IX STOP Lij Z FLASHING BY MFR METAL FLASHING. EXTEN AROUND STOPS SEALANT 'Yp • Q Z 4" POLYISO. IX TRIM f 2X8 STUD FRAMING U RIGID INSUL. 2X OVER WINDOW STOP & O OVER INSUL TO CHANNE 'X STOP BEVELED STOP W/ METAL FLASHING L11 J IX STOP ow SEALANT Tvp, CONC, SILL 1 1%6 TRIM Q O m METAL FASCIA iTEEL DECK ,." SEALANT TYP. 0 2X6 cow Z5 VS1 TRANSLUCENT FIBERGLA }TRANSLUCENT FIBERGLASS CMU WALL J SEAL STRIP "rp 1tX STTOP 3" WINDOW STOP 4" SPLIT FACE � a CMU STEEL SOFFIT 1/4" REVEAL TYP. 4" 1/4" REVEAL TYP A 4"X4" METAL TRIM 1 X TRIM i X TRIM • METAL FLASH, EXTEND CMU WALL 3"OVER CMU WALL 2X8 FRAMING TYP. / d 4 METAL SIDING 4 NOT USED a 2" RIGID INSUL E _ 5 EAVE DETAIL 6 CORNER JAMBWINDOWSILL _ a � ,� 7 WINDOW JAMB 6 , WINDOW SILL A6 1 1/z,. 1. 0, A6 1,'z'= 1. 0.• A6 1 1!2'= A6 9ik 1 1/2"= 1' 0" - 9" r41, WALL v_ o METAL SIDING 8"CMU WALL DELETE VAPOR BARRIER 0 RADON -VAPOR BARRIER VAPOR BARRIER TOWER BL G. KJ 10 2" RIGID INSTIL • i 1'11 1/2" ST. CHANEL METAL FLASHING 4" 1"xi I/2" Si. CHANEL 2" RIGID INSU 2" RIGID INSUL. A'e SPACE LA 3/16"DIA x 1 1/2" / 3/16"DIA x 1 1/2" " �' LAG SCREW ® 6" O.C. SCREW ® 6" O.0 _ ° 2" AIR SPACE 4" SPLI- =ACE - n METAL SDING METAL FLASHING + STEEL CRATE EEL GRATE T ':MU ` 8" CMU WALL 4 SEE 1/A7 E 1/A7 ° I 4" SPUI FACE I � METAL ='LASH NLI METAL FLASHING- WRAP OVER 2" RIGID INSUL. AL FLASHING WRAP OVER SEALANT 'D CMU 4 6 & BEHIND WINDOW STOP BEHIND WINDOW STOP 1/2"DIA ANCHC R METAL FLASHING w BOLT ® 12" 0 C, ST. ANGLE AS IX STOP CMU WALL STOP 51, ANGLE AS PER STRUCT SEALANT TYP- A.LANT TYP, -- ' CHANEL 16 ST. CMU BOND BEAM Iy- 2X8 FRAMING W/ CHANEL/ �' HEADER � PER STRUCT, = ANCHOR BOLL A5 , RIGID INSUL. =e �� PER STRUCT. 2X BUCK --RA NE d � 6" TRANSLUCENT FIBERGLASS ANSLUCENT FIBERGLASS LI �- G WINDOW NSTO METAL FLASHING. RUN CONC, FOUND WALL A- Iy f t% STOP STOP METAL DOOR - PER STRLICT. 67 BE ANGLE TO FIRST Q 1/2" EXT GRADE 1%4 TRIM 4" REVEAL TYP -� FRAME v COURSE OF CMu I-- "T Z GWB SEALANT TYP. �1 / a h 2X6 STUD WALL CO NC. WALL AS / W � ti PER STRUCT00 N \ w G r 00 Z q 00 00 9 WINDOW JAMB WINDOW JAMB „ DOOR HEAD 12 LINTEL DETAIL z w ° c0o cz � � ,3 LINT L DETE,I � -� � � A6 11'z"= T'-0' t/z"_ 1'-0 A6 1 1/2,.= 1._0. A6 t t/z,.= 1._0_ 1/2"z2 A6 1 1/z"= 1 0' Z E ANGLE .�i O O O Q DOOR R.0 4" a 7 3 4" 1- -� 4" SPLIT FACE vg 1"x1" ANGLE / U 3"x3" ST. PL q SEALANT TYP.—� CMU 3/4" INSUL GLASS / [,Z" I"xl 1 2" 5T. CHANEL1% SiOP W/ 3/16"DIA x 1 I/2" _ HANDRAIL CK METAL DOOR / 2" AIR SPACE LAG SCREW ® 6" O.C. _ T-RM'NUS FRAME 1k.CUT FpR STEEL GRATE 2" RIGID INSUL STOP SEE 1/A7 HANIDRTSMETAL FLASHING. WRAP OVE 'vAIL Q 5/8" EXT. GRADE & BEHIND WINDOW STOP B" CMU WALL GWB tx STOP "I4 WWF4 aSEEALANT TYP2N STUD WALL 2X8 FRAMING W/ 1" SO TS `RIGID INSUL-TRANSLUCENT FIBERGLASS WINDOW t"zI" ANGLE1% STOP4"z5"x1/4"INSULATE CMU 61/A" REVEAL TYP. aa T CAVITY • DOOR 7" 1 X TRIM 2 1/2"O A/ �� U 3., ANCHOR BOLTS 3" 3" 6 r PRECAST 4 DO JAMB 15 WINDOW HEAD/J / SILL ,6 WINDOW JAMB GONG CAP 7 GUARDRAIL DETAIL A—6 A6 A6� 1 1 Ag I-- 1 0, �npplg�r 200, Hl'o 6'-9j'l FLD VER'F7 2" 7'- `-FIE.0 VERIFY 2" 6'-9j7ILL /CHIP PRIOR TO FABRICTION PRIOR TO FA5RtCT10N PRIOR TO F B ICTI 1,_8•, 1,-6,• }^ �^ 1._6., 1. rt �1.. c �. � �•. CE C7. mil•• C'. y„ o 'r------ ! ------� r-- -- ----J2--- ---- --- ------P ' r------ --- '2------ '-2-- --------I 8 i. 1/4'sl" ST. BAR -------'------ I METAL SIDING�K 1/4"piA, ST ROD 1 2" RIGID NSUL > Q I � I I I N O • c.- BOND BEAM I HEADER - _- - r GRATE 2 3 EA 2'5" X 5'7" GRATE 3 NOTE: REMOVE ALL INTERMEDIATE GRATE 4 TRANSLUCENT FIBERGLASS JAMBS AND USE ONE TRANSLUCENT • T8 5'-7"R.O.PANEL BEYOND PANEL O EACH LOCATION. 'd S 6" Fi" 5'-7"R. �' EXTEND FLASHING 6 AROUND WALL COILING DOOR GUIDE �I Z r � COILING DOOR HEAD A A B �7A A A A A6 A A A A co J - - - A6 A WZ Q o A W COILING ST---E'- Y I I s TRANSLUCENT PANEI.W/ CI EAR DOOR W Z y 0 ASSEMBLY AS PER SPEC. v W I N ASTRAGAL W/ • Q Y WEATHERSTRIP Z N I A •' 1/4.12 SLOPE I n 1 a N 1/2" EXP. JOINT Q Q m CONC. SLAB co GRATE SLOPE A6 GRATE 6 , 2'5" X 2'8" - - TRANSLUCENT z,BERGLASS 1-6 PANEL BEYOND MASONRY R.O. • EPDN FLASHING OVER PARA ET WALL METAL PARAPET xxx 10 PT 2X NAILER CAP PROPOSED(REVISED) T.o. PARAPET _ CLERESTORY LAYOUT A VARIES SEE SEC — i i I, 3 COILING DOOR SILL 2° RIGID INSUL v Fg METAL SIDING METAL �^- EPOM LASHING- RUN METAL _ STEEL DOOR UP W L TO PARAPET SIDING8"•'.Mu WAIT • v ME d' DDOR R.O. CAP METAL � ,n 4" SPLIT FACE 6" CMU WALL FLASHING m CMU ` �. PDM OF MEMBRANE CONC. POLING WALL 2X BUCK 'ti UN 4" ABOVE CANT AS PER STRUCT FRAME 2" AIR SPACE ��� 2" RIGID INSUL. CANT STRIP i E" CDNC, SLAB METAL SIDING \ INSULATE CMJ 1/2" DECK - CORE ® LAMB 1" RIGID INSUL. cEALANT VV 2" RIGID INSUL 6" CMU WALL S" CMU 4' POLYISO. RIGID `v SEAL EXPOSED � FACES OF 8" CMU I UL IC 2" RIGID INSUL 2X4 TRIM HEAD @ SIAB PFRIMITER a 1" STEEL DECK STEEL ANGLE AS `v PER STRUCT, CV H METAL FLASHING lX4 TRIM ��� f STEEL COILING BAR JOIST TOP Jf (1) METAL COUNTER- I SEALANT TYP. 8" CMU WALL TCir DOOR JAMB CHORD / 4 p Zy+ -,-I Q FLASHING WRAP 1X STOP ASSEMBLY d d — L` AROUND TRIM w TRANSLUCENT 2' c W Lm FIBERGLASS PANEL METAL SIDING / 2" RIGID INSUL CD C'i < E MPLE FLASHING DETAILS. INSTALL ROOFING AND FLASHING AS F+ Fr OQ CU METAL TRIM P MFG. INSTRUCTIONS TO INSURE WARRANTY COMPLIANCE. '� Q V5 o STEEL GRATE - ��--II SEE 1/A7 2" AIR SPACE FI cc _ 4 I p � CO (/4 WINDOW HEAD s CORNER DETAIL CMLS "T FADE 6 COILING DOOR JAMB , PARAPET DETAIL DETAIL a "� A7 y t trz t o" �J t I/a= i o. A7 7 aC c0 a EPDM ROOFING METAL SIDING CANT STRIP T 2X NAILER METAL PARAPET CAP L -4 X 0 1/2" SHEATHING 'S p O Q E2" FLASHING. RUN o TRANSLUCENT 4" �OLYISO. RIGID 12" UP WALL TO FIBERGLASS PANEL INSLU. TERMINATION BAR I ST GRATE EPDM FLASHING TO METAL SIDING r I C SEE 1/A7 FLASHING EPDM MEMBRANE e PARR ET CAP JI T5 SEALANT TYP. 1X STOP RUN 4" UP WALL METAL FLASHING DOOR R.O. 4" 4" 1/2" DECKING 8" CMU WALL METAL FLAS' , p 2X8 BUCK FRAMING CUTTER P- 2X4 Ry BEVELED STOP W/ 'XB FASCIA I METAL FLASHING 4"POLYISO. RIGID IN GRAL SCUPPER I Z IX6 TRIM '" STEEL DECK INSUL �. SEALANT TVP. MEAL SIDING U' A CONDUCTOR 2" RIGID INSUL w 6 1" STEEL DECK H D ? f BAR ,.OIST TOP BOND BEAM WSULAtE J CMU WALL CHORD BAR JOIST AS HEADER AMB CORE @ JCMU w METAL SIDING PER STRUCT. I SEAL EXPOSED _ B CMI' Z METAL SIDING M a c FACES OF 8" CMU \�. Q 2" RIGID INSUL 2X BUCK FRAM' 0 �I 6" CMU WALL / ( z STEEL DOOR AII D I STEEL COILING FRAME / DOOR JAMB " J ASSEMBLY 4' EXAMPLE FLASHING DETAILS. INSTALL ROOFING AND FLASHING AS E kMPLE FISHING DETAILS. INSTALL ROOFING AND FLASHING AS +' PER MFG. INSTRUCTIONS TO INSURE WARRANTY COMPLIANCE. P MFG. INSTRUCTIONS '0 INSURE WARRANTY COMPLIANCE. 9 WINDOW SILL ,D EAVE DETAIL „ ROOF/DOOR HEAD DETAIL 12 SCUPPER DETAIL 13 COILING DOOR JAMB A— \A7 T L;z'= c'-o" — A7. I t.•z"= r-o. A7 1 L/2"=L'-o" `A7 t 1/2._t._o. I I z.=t'_o" ropy,;q,t. 0 200' HKM =I rtb; ;- I n C3 0 9 n o In UNIT HEATER SCHEDULE WATER HEATER SCHEDULE WINK FOGY YOOEE YID, CN RPII YBN 14LT PHMIg MG mum Mow lACA1ON AIOOFL SlORAOE YMTIS/VOl1S PFTAVE WARRINIY MUM m UI-1 CNIIR IA�41 MAID 350 1450 8533 240 1 13 wIM BUILT-N STAT AND MIND YOIN011T0 BWMW A' BO e000/24W 14 3 TEAR NOY- 2m ELaw OPOAIXON.IN. n U1-2 HE Cm BUILMM. ��T cam 350 1450 11-M 240 1 17.4 W1M BAT-N STAT NO COLIC YOUNM BRA MEf � o z IN-3 film 4T CUM350 1450 11.365 240 1 14.1 WTM BULT-N STAT AND CFANO MOIN .IQT IWIO BRY t 11 ounu CwRL HMO CEWING 350 1450 83M 240 1 13 WITH BUILT-IN STAT AND CEIM MOMnIG BRA08 GRILLES, REGISTERS, & ACCESSORIES SCHEDIII E i � BINDI G HUH-524T EMN-I TOILET Dun SRSY 4 SUEALY - - 3413 240 1 4.2 MM BU1T111 STAT,20 CAU(I COVER YARN YANUFACTUER YODEL FW1611 LWEIWFL Wow 1ON ROOM C7 PN-1 COOK V1 50D iPM O.1N Mi01T 34'A48'.Ilr UCHA ¢ ,g o- Lt NI3Kw EIE:8675 K RICH diP ALINNWN WALL W MPN iOOiG IFTTE�Cfh 3 0 €i PLUMBING FIXTURE SCHEDULE _ FIKIURE PIPE SMS PARK OFSCRIPIION OC MI SEW YEM I REMAIwS P-IA WATER CLOSET IA. - 4 2 FLOOR YOIAITED,RUSH TANK IWAK:APPED.BRA4CRAPT CR-12 SIOP3 Y Vf.lPi 3'Y.T.R. o L 2oa xie,w.Yl YOUKIEB.IwAr1PPm.ENICFT NIERK•,NI s7N6w0 1 12R. I ( ENO YDG FROM P-2A 1/2 1/2 1-1/2 1-1/2 IWP OFARBORN S10 COVER TRlEBRO,OBW STOPS BRASSCRAFT tp:R-1 17A T'I I ROOF EDGE EMERGENCY i1K11NE THERMOSTATIC NIXING VALVE SEE SPECIMATIOKS. P-3 I_OD 1• 1• 2 2 THERMOSTATIC MOONG VALVE Sig-200D P-4 - - 01PLM 2 sA11N mcKE.BRONZE snva".*TYPE r sI mhu I 1 N U p-M - _ _ - _ SATIN NCKEL BRONZE STRAYER.'M M STRAYER 1 1' N W Z 0 n _j P-5 3/r _ _ _ BaATlOw PROTECTED ASSE APPROVED CI D DOLE VN.YE l � �..; . to EXHAUST FAN SCHEDULE l .I 1 <•.v :tea ". . O ZcoJ Maw MEA MEW. MDDEI TYPE I mEYE I MM 1 SP 1 RPM I BOD I LIP VOLT • arAe E��yy/}} -1 � c00K TLIC150N ROOF DIRBCT 200 0.25 tdA MOTOR I/20 1zD 1 12' WON DISC., OMOL 1 - I''` • o 600" Q O 6-2 ow B DEG COOK 7'ON15p1 WALL DIRECT 200 0.128 1550 MOTOR tY1 wA 120 1 1Y KETMC.SPEED CONFIRM I I M l02 IIJMA NFA1N ROROEP ¢ Q w YTD 21• w'I 1 N J p ¢ O T 1 lI R- � � � m U O 2 Q MM. _= n IIr AFF. SUPPLY AN DOWN FROM PN-1. b \ 6 O J CDORDYATE EYACT LOCATION OFROOF MIWITH SIRLOURAL NIM 30•DEW PLOWM PW VALVE W/BACK f u 1}- aF EOUN SUE 1D INTAKE 1,RMT. wW/AIRfER.w"22M ; •o a` PRESSURE REDUCIR I, 48' p1NG 14 / I I j I Q l_____ _ z as r J SUPPLY AIR FRW VAN To LOWER II _ J W N Q BY CONIRACTGR. -- - - --- — — I PR FE P4 , 104 P5 ___-____-__es____________ ___ ___; ; I —P �\ I I V OC-4OA I C p 0) O �� _ 5 • C p ---- —m��•�1 .I •i 18ma d 2 4n�Mam WALL `O 001 _ __ FEAIER.ETM-1 W L Z E L C ® U N: X 1/Y oj -I = : �CIO i r Yr.,' Y vr- fu I - - PROVIDE 20 MAJMM 3P'Y.TT +I 4'SE )601 10 OCTETA RADON _ 7'02'0D AFI _ - SFRPPM TONER EXHAUST 42' I ; ® A _ ABODE ROOF.APPROKWTE YN I I LEROM OF UTEI SI0N W. AFF. �I �' --------r T NRRl10R MMIID ONO I /.. _ I'OH- ILJ --- --- 0 ----___ __ __I -__-- — — _ _ _ -_ W 1 I 1 1 1 I I I I I 1 — 0 W 4'S.S..TO Z RUINED CONCRETF !1 yl I I VAULT.SEE CIVIL OUTLET pCMO�N��TR�O�L BUDDING I INLET CONTROL M� .4 PLMS FOR PLM TPCW ICI I �TO OAY1113M.COORDINATE LOCATION �N � IFr NT. S� k; I I CONTINUATION. 2 SCALE 3/8"=1'-0" WITH CIVIL FWA*-FR 10 AVOID IN'W. W I Sheet No. �Z M-1R Copyright 0 2001 HKM Engineering Inc., All Rights Reserved. i CHLORINE ANALYZER 9 m \ „ CHEMICAL FEED PUMPS VENT RESERVOIR ' TUBES INIE,I�NE ° m � — -�--- - - 9 I I I o ,� I ? v FF EL 502&00 ' ©-- L t z I � I I .i :I 1 I SAMPLE LINE3 5 1 I 1D tl47E:COORDINATEIIOUTING of i N. I I RETURN DETAILS I I l Z T CHEM FEED PIPING WITH ENGINEER I I 6• ;� I it. 5-0" I � h: 6• � I I I v 1 1 I I H a. &M ENCASEMENT J I rn ) 12*0 RESERVOIR I P / • H SECTION _ INLET u+E__ � I Ij I FlNoW EMERGENCYt _. � ��_. - _--------_ -��__� _+ oN V I 1 SHOWEII LC SCALE:3/B•-1'-0' 1 PROVIDE SMOOTIZ RADIUS IN HOPE3 PE CILORNME I a CONDUIT PIPE SAMPLE LINE AND 3/4 1 CHLORINE LINE IL I 1Q o = o n' NO. SIZE DESCRIPTION REMARKS III SECONDARY CHLORINE O o 0 O1 FEED TO RESER" 8• D.I. 90•BEND 9 - I OUTLET.R08' i o Q ------------NOT USED------------ HOPE CONDUIT m O3 12*X8" CONCENTRIC REDUCER - I — w • IJ 1 Q ® 8' FLOW CONTROL VALVE 15s CLOSURE TIME it 1 m i O5 B' FLOW METER - U © B' D.I. PIPE - 2'-6• N Z 8" FLANGED COUPLING ADAPTER RESTRAINED © 1/2" SMOOTH NOSED SAMPLING TAP - CHLORINE rIV } INJECTION z J O9 8' BUTTERFLY VALVE HAND ACTUATED 10 1/2" AIR RELEASE ASSEMBLY 11 3/4' TAP do CORP STOP - I �� 112 1/2" CHEMICAL INJECTOR - - -_ FLUORIDE m INJECTION LINE © I 1 ------------NOT USED -------- n n 14 12' 1 D.I- PIPE - 15 ------------NOT USED------------ I a (BYO S) i6 8" PRESSURE REDUCING VALVE - RADON 1© 1/2' PRESSURE GAUGE - ry STRFPING , 18 8" ORIFICE PLATE INSERT BTWN FLANGES I TOWER r(6� 19 - PIPE SUPPORT - ------------- ----- —A Ci) ® 6" HOPE P PE PIPING CONDUIT— _6 c,2 _ 7 2 .. � 21 ------------NOT USED----- ----- GRATING 19 I I /'-' -p © - ---- 1 U C (V 12' D.I. 90'BEND SEE NOTE 1 - � I I 0) CD ® NOT USED - -- — --- --- f ---- - --- - ---- ------- _ _ ---- --J ♦_I �J-F--I C.�N P ®4 - FLANGED COUPLING ADAPTOR RESTRAINED __ 3 j / i (0 ® ---- Op - ' 12' BUTTERFLY VALVE HAND ACTIVATED -- -- I 4 8 C ® ----- INJECTOR r- ----- - - 8 ------------NOT USED------- 8 -_ - J 4'-6 1/2• Ol c a0 O ® i6" D.I. 90'BEND _ - (ASSEMBLY I I I I DETAIL 3 U? ID `� 16' D.I. PIPE - 5'-D" I 4 I I .-�. -5 S � �m�IQi 16" D.I. TEE - 16" BUTTERFLY VALVE HAND ACTIVATED �I Cl@�a CHLORINE ANALYZER _ -- ----- _- 1 ---- - ------- --- TURBIOIMET172 DETAIL 5 I,I I,I z mpm COLOR CODE III 3 IIua : PROCESS PIPING DARK BLUE NOS; 2'-4 1 4• M .g I p< I i 1 w f- I I 'a z } SODIUM HYPOCHLORITE YELLOW 1. CUT GRATING TO ALLOW FOR __ 5 4 I'IVr6' HOPE PIPE 1EASY ACCESS TO BFV AND - FLUORIDE GRAY(SCH 80 PVC. NO PAINT REOUIRED) CHEMICAL INJECTOR ASSEMBLY. I--SEE SHEET C-3 - III CHLOFOR RINE I I SAMPLE LINE z 8'-10" Il III AND 6" D.I. SAMPLE w CHLORINE LAME _ If- III Sheet No. 33 WATER RETURN.LINEl' PLM VEW I!I SCALE 3/8'-1'-0' 8'-10" M-2R of 47 Copyright 0 2002 HKM Engineering Inc.. All Rights Reserved. 0 a a L T om 0 TLET CONTRA < `o B ILDING BOUNDAR • _� FLEXIBLE TUBING (TYP) 1/2" PVC BALL VALVES(TYP) n / 1/2- SCH D-100 PSI GAUGE Y 80 PVC STAINLESS STEEL u \ (WETTED PARTS) I 6 o Z f_ U PVC I I AIR ASE VALVE SCH. 80 GALVANIZED INLET CONPHON ANTI TROL I STEFL NIPPLES CNJECTOR PUMP N0. 2 HEMICAL FEED BUILDING LIMIT o m i s o VALVE ASSEMBLY I I - ASSEMBLY(TYP) (SET TO 25 PSI) 2 AND SMALLER - USE 100 ML CALI RATION IS TION BALL VALVE STANDARD PIPE SADDLE CYLINDER ( ) Y _ 1/2" SCH 80 PVC WI SCREWED ENDS. CYLINDER o VENT TUBE TO OUTSIDE I \ - u ASSEMBLY(TYP) I • V CHEMICAL FEED I SCHEDULE 40 GALVANIZED STEEL PIPE OR TYPE'L' o PUMP NO. 1 MAIN AERATOR--- - -- COPPER PIPE. ROUTE TO `" 0 I J OUTLET PIPING I NEAREST DRAIN AND J (n I AERATOR INLET \ AERATOR SUPPORT AS REQUIRED. a PIPIN I 1 BYPASS PIPE I I Q I ASSEMBLY(TYP) NUM I 500 ORAGELOTANK AIR GAP MINIMUM 2 (2) o uQJ PIPE DIAMETERS OR 2' • HYP LORITE I (NoOCI) i 1000 GALLON �.3� DETAL p SPILL CONTAINMENT TANK 3 I I (REMOVE TOP OF TANK) -3 AR RELEASE VALVE � J NOT TO SCALE TUBING STRAIGHTENER (TYP) n ( s FOOT(CHECK) VALVE/STRAINER ASSEMBLY vJ 1 MTAL q -3 SODIUM HYPOCFL SCHEMATIC NOT TO SCALE z J u 0 a` 'U'BOLT PIPE SUPPORT 30" • (USE WHERE SPECIFICALLY REQUIRED) e e e' 12" ADJUSTABLE PIPE - FLEXIBLE TUBING(TYP) 1/2' PVC BALL VALVES (TYP) P SUPPORT e• / '• e 12" D.I. PIPE / 1/2' SCH 80 PVC SEE SHEET M-2 VENT TUBE TO OUTSIDE A A - \ 'C' I •c' a ROD. CARBON STEEL NON-SHRINK GROUT(XtWT E ROD. THREAD ONLY OI e ENDS REQUIRED. m CHEMICAL FEED MINWUM a. u 04 PUMP NO. 3 ANTI-SIPHON .;O 3'MINIMUM O 0) L O VALVE ASSEMBLY _ I (SET TO 15 PSI) 4 DOUBLE NUT C a I 'I UK-1 PER SUPPORT UK-2 - - ` CONNECTION O N M ASSEMBLY W T C OP Lo ,3 STORAGE 300 GALLON TANK ADJUSTABLE PIPE SUPPORT o• ITT GRINNELL FIGURE 199 NO. 2 C c OD 0 FLUOR�501LIgC I APPROXIMATE DIMENSION IN INCHES MJ =Z E � (H2SiF6) 500 GALLON PIPE SIZE 'A' 'B' 'c' 'D' 'D' ANCHOR ..• 10 ANCHOR BOLT Y U N CZ) 10 X SPILL CONTAINMENT TANK MINIMUM MAXIMUM BOLT dA. - •a ° ' 4" MINIMUM EMBEDMENT 2 `0 m�L' - I I 8 3 2-1 2 9 11-3 4 16-1 2 5 8 (REMOVE TOP OF TANK) ANCHORS TO BE INSTALLED 10 3 2-1/2 9 13-1 2 18-1 4 5 8 ONLY IN GROUTED BLOCK. ILU 12 3 2-1 2 9 15 19-3 4 5 8 (TYPICAL 2 PLACES) TUBING STRAIGHTENER 18 4 3 11 17-3 4 22-1 4 3 4FOOT(CHECK) VALVE/STRAINER ASSEMBLY CONTROL BUILDING WALL 2 DETAL r4—"\ MTAL 5 MTAL Sheet No. 34 -3 FLUOREE SCHMATIC -3 ADJUSTABLE WE SUPPORT -3) WE SUPPORT NOT,D SCALE V NOT� R�r v BOLT NOT TO SCALE SCALE M-3R of 47 Copyright O 2002 HKM Engineering Inc., All Rights Reserved. l 6' FROM INLET CONTROL BUILDING 2-3/4- PE FROM a CONTROL BUILDING c 16 n 2 m \\ n O O 10 a `o • 'm 1 i7 11 $ I 14'-3• 17"-0' _-- 13'- I o z I b I 4'-10" II j �j • � in -- NOTE: 1p v rc i O10 `� I I 16 56 PIPE INVERT 12't I Z i _ ABOVE FLOOR AT I o TRANSLTION II WALL ; H� COUPLINGS I I Z I /I I -EXISTING 16" D.I. o _i 2 6 6 - ---/ 68) C - - - -- — — — + — AD - ----- -- — -- — - -� - • F" U 4 5� / 9 15 P 4 `�vy� 4"FLOOR__ DRAIN 19 0 4' D.I. FLOORDRAIN 0 DETAIL �� I SEE SHEET C-3 a d o TABLE a Q 2 OE7 5 Z Y-s ' NO. SIZE DESCRIPTION REMARKS o Q / l22�Y! 1 -----------NOT USED ----------- • m 12" D. I. PIPE - 3 � 0 0 W_ O3 12'x16- REDUCER - 0 > -- O 12" FLOW CONTROL VALVE ELECTRICALLY a Q �ZZ~j Q OPERATED BF 4•-6" QS 12" FLOW METER - «<sssE U © 12' BUTTERFLY VALVE ELECTRICALLYFR o 0 (2 m • 12' FLANGED COUPLING ADAPTOR - ,n I 0 + _ QB 12"x12'x8' . . lEE �O N Z 0 2' COMB. AIR VALVE Q 10 8- D.I. PIPE - ao 11 8' 90'BEND - z J Q 8" GATE VALVE - OUTLET CONTROL BUILDING i3 12' 90'BEND - PLAN VIEW 14 3/4' HOPE CHLORINE LINE _ • 15 CHLORINE SAMPLE PUMP SCALE: 3/8 =1'-0 16 6" D. I. PIPE - 1© 6" HOPE PIPE - 18 8'x8'x6" D.I. TEE - 19 1/2' SM007H NOSED SAMPLE TAP - APPROXIMATE ® 12" D.I. WALL PIPE - �f/\\/f\�� ��j EL=4994.9t ® - PIPE SUPPORT T'TT� ? r �j, EXISTING \f/\\�\\f/\ \\/f\�\\f���c'/ GROUIND 70 /!�'wV//VA/VA/�fVA//\�/�/f\�/�f/fV�/fV�/�//V�/�//V�/�/VA//\�//V\ f/r./✓�f/i/i. i�/ _ /\\ / \!\/�./i\/�� /!�/ji/j�`/,•\//i f/i f/i// //� o�jj/\\jf\\jf\\jf\\jf\\j/\\j�\\j/\\/f\\jf\\jf\jf\\` N L EL=4989.69 T - (TYPICAL) \//\f/\//\ff\ff\f/\f/\ff\f/\/ y CL- 00 co 2 w ki /\/\\f\\/\\/\\f\\/\\/\\/ c ,n , PER CITY o • / / /,� ,n O CO —�_ I) \/ /\f /\/\/� 01 c N C 6�O ---_- -``-- --- - - ® LO �p STAFF REQUEST Z \�\\�\\�\�\/ w L Z E En- C t---- -- - Q W ` U N`O x , / - t-- zz 2'-8'FLG X PE --------- SPOOL ADDED V. NOTE CONTRACTOR SHALL VERIFY DEPTH Z " CON7(TYPICALE ENCASEMENT' k LOCATION OF EXISTING 16'4 D.I- PIPELINE PRIOR TO MAKING NEW --- - m CONNECTIONS. IF CONDITIONS DIFFER w FROM WHAT IS SHOWN, CONTRACTOR w SHALL MODIFY AND/OR 'FIELD FIT' Z AS DIRECTED BY THE ENGINEER. - 0 REMOVE EXISTING 16"0 D.I. AS '> NEEDED UNDER NEW BUILDING Z W 3 A SECTION-OUTLET BUILDING & PIPING -.- - Sheet No. 35 z M-4 SCALE: 3/8"=1'-0" M-4R of 47 Copyright ®2002 HKM Engineering Inc., All Rights Reserved I I I 1 0 � o om a o XIBLE DRAIN • °1 TUBING FROM m 1-1/2" NIPPLE TUBIDIMETER Y DRILL 1/4' VENT m zo HOLE IN BLIND FLANGE 1-1/2" M.I.P.T. x 0 1-1/2" x 9" TUBING ADAPTOR, • �. BLIND FLANGE REDUCE AS NECESSARY f o W i U (TYP) Z z n NEW 1/2'PVC BALL VALVE `C m<oo Z ;o NEW 1/2-PVC CHECK VALVE 6` D.I. PIPE NEW 3/s 2*REDUCER 1/8" STEEL PLA 1 • - HOSE(TO NPT ADAPTER CHEMICAL HOSE - 1/2'PVC PIPE o NEW FLOOR.- - • � U 45 DE E 2 xt/8" STEEL ANGLE ,v W ODRPOkAnON O Q COO Aj F- 2'x1/8' STEEL ANGLE, oir f d 0 GENERAL NOTES: 1 EACH SIDE a Z 1,INJECTORS INSTALLED INTO HORIZONTAL Ld w PIPES MUST EXTEND INTO THE LOWER HALF o Q OF THE PIPE CROSS SECTION. 2.ALL WETTED PARTS SHALL BE PVC OR 1/4" S.S. ANCHOR BOLTS, • z OTHERWISE CHEMICALLY COMPATIBLE WITH 2' MIN. EMBEDMENT(TYP) RESPECTIVE CHEMICAL. O NEW BUILDING o Z _j Q H DETAIL DETAIL �� DETAIL �[ z VARIES INJECTOR ASSEMBLY -5 SAMPLE WATER RETURN uj N OO V R�IES PUMP MOUNTING BRACKET • W O SCALE NONE SCALE 1 1/2" - 1' Cr U m 0 MINIMUM -1 1/2' TABLE Z J a Q NO. SIZE DESCRIPTION REMARKS Q 14 Ot 8" D.I. 90'BEND - z J 10 O // O2 NOT USED O3 1270' CONCENTRIC REDUCER - ______—SCH. 80 PVC a -—-— - - — Q NOT USED FLEXIBLE TUBING OR • 0 NOT USED PVC TO CI ANALYZEK \ a OR SAMPLE PUMP \ © 8` D.I. PIPE - - U4� 0 8" 1 FLANGED COUPLING ADAPTER - \ Q NOT USED DVC NON-METAL 4 O9 NOT USED OUPLING (TYP) 14 DRILL TO ACCOMMODATE RADON 14 10 1/2" AIR RELEASE ASSEMBLY - _ 2-3/4" PE LINES u STRIPPING n NOT USED \� TOWER V 6 1 " D.I. BLIND 3 I� I 1© 1/2" CHEMICAL INJECTOR - LANGE mp co I _ 1 - _—- 14 12" D.I. PIPE - C Cc a) r O /4" P.E. SAMPLE I is NOT USED NE TO Cl2 ANALYZER N c m N � 16 NOT USED N O : C) '0 I 19 1© NOT USED C >' OD STEEL ALVANIZED 18 NOT USED �\ Y O CO p� GRATING 1g - PIPE SUPPORT - w t Z ® NOT USED Y v O O CDQ E- m �_=-3 1 21 NOT USED I _ -----71r I / ® 12" D.I. 90'BEND - lI I I -- 3/4" PE -HYPOCHLORITE 12"x12' D.I. TEE - FEED LINE T.O.P.-5019.3 w ®4 12" FLANGED COUPLING ADAPTOR - LO.F.� 7.38 ® 12" BUTTERFLY VALVE - ` 6" D.I. I.E.-5017.9 -- _ --- ® 16"02' D.I. REDUCER - _ ._-_._-___ -�__ /," ® 16" D.I. 90'BEND - p"+ 16" D.I. PIPE -9 16" D.I. TEE\3' SUMP DRAIN 16' D.I. 90'BEND FLzMJ6" MINIMUM THICKNESS J S CONCRETE ENCASEMENT (TYPICAL) Sheet No. 36 4 sEcnoN 5 DETAIL -s STRIPPING TOWER M-5 SAMPLE LINE CONDUIT �_5R v SCALE :3/8'-1'-0" SCALE :NONE of 47 Copyright 0 2002 HKM Engineering Inc., All Rights Reserved. I c To 0 0 EXISTING BUILDING m FOR STORAGE n N • s � m cD � a 0 v a _ MDP-20,22 U 01 RUWtlWTKIN PUMP CONINOL STATION t 4 UNINTERRUPNBLE POWER SUPPLY 0 UNUSED c z %a•m m �o OINLET CHLORINATION PUMP CONTROL STATION 15 TELEMETRY AND NLIWORKIHG EQUIPMENT 27 BLOCK HEATER a 4. 0 3 € b o O OUTLET CHLORINATION PUMP CONTROL STATION 16 INN COMPUTER AND MONITOR TB FUEL HEATER •:) 1 o LL i z tl L. O FLUORIDE METERING PUMP 17 PANEL'A' O BATTER WARMER ,I T O SWITCH G TR INLET CHLORINATION METERING PUMP 1B NISFER GENERATOR MOUNTED BA Di CHARGER •I I.. '., I" 2t W V O OUTLET CHLORINATION METERING PUMP tY SWITCH CONTROLS EF-1 AND MOTORIZED DAMPER. O :.I 120 rnIT 3t 70 DOSE PIMP CONTROL O INLET FLOWIkIER 20 MAIN SERVICE DISCONNECT 32 1/2 HP 005E PUMP,OP 1 • OINLET FLOW CONTROL VALVE 21 METER BASE 3J LIQUID LEVEL ALARM SM DRo J OTURBIDIMETER 22 TIME CRACK 3{ DOSE PIMP CONTROL PA EL25 I 1 10 CHLORINE ANALYZER 23 BACKUP GENERATOR,SEE RISER FOR UNDERGROUND CONOM JS LOA LEVEL MINT P 29 I < 0 FOR GENERATOR FEEDERS AND CONTROL WIRING 1 t t INLET SAMPLE WATER PRESSURE SWITCH 24 PANEL'MDP' 36 TO LIQUID LEVEL ALARM 28 III I FE1 °: 30 I o Q m 12 OUTLET SAMPLE WATER PRESSURE SNITCH T5 CP/WP RECEPTACLE MOUNTED IN ENCLOSURE 37 TELEPHONE SERVICE STL D3.CONDUIT 2e • 1] PLC CONTROL CABINET AS REQUIRED IN SPEC ICATKIN UNDERGROUND TO ELEC UTILITY YpYp POLE.BUSH ENDS AND 1 ALL PULL MDP-24,2 (� STING. 11JJ a:T3 5 FI f1 p 2r ^ 2 CHEM, STO GE c¢ •�Q C)�2DOM TO F4 ARM t02 CONING DOOR O J W Q IL3 / N • F4 0 F4 ABOVE ] I I K--1 U -R4 pn m MAI ENTRY I C C C 1 aH f 17, F4 0 W s I=.I to .1 1VSS - 7 DP-23 24 18 6 LOP-2.4 RADON OWER LNG A-t7 v as A a a` F2 • I S83 J 22 VNG ,ry A-10 ZPZ� S pvt�/i I S I ::e B F2 f2 W NZ ROOfO1 R Awn, 1s PR Or E MmP-n R5 m alz F2 F2 O m U C-R Lo 7 to C O N O COMBIU7ION SEPIA:/DOS: `O m C�.Lo � �� `6 o 1 1 c O co LC L� C C C' c Z W f 35 zt � Vz N 'Ox MOP-11 T A-13.15 = `O 0 Q N 32 33 ca l.L 34 EWH 1 I MDP-14,t8 F2 p b 31 f2 �7 36 2 F] A-6,11 A-I2 R1R2 REST = UH-2A-9,11 EN UPS-R7; ze 37 ROOM II -1'?`%4P •.T,r..z'_""T..iT.:'::7<.t,4'- 1 1 to 73 W J J I =_ ! INLET CONTROL n� d u I I Sheet No. PLAN vE �? ( E1 SCALE 3/8--1'- i ` II Copyright 0 2001 HKM Engineering Inc., All Rights Reserved. i < � oo U J J jT C C O m SE SE O N Q C • O � J U > Kw m < 3 N O a a m Y O N m 2 U Z a � m-- m<�o i Tz o a y2 • o ..z�z U W Ca li LIJ d > z a O J U Q ¢ s Tw wn an \3 �� 5 i�i�/ _ O � 3 � C -.a \ ME- w Z Z 9 �. 2 4 rn Sc F2 o r J O t `a�� J N Q CC e B-4 • m N O P! FI W3 m U �\ ry .3 PANae B-2 . a W '' �\ o an Z O 0 a` • 0 =2 �dLJ QL2 a rgg Z La # N Z m U CAI Ot SAMPLE PUMP CONTROL STATION M1 Q 5i 28 CO OCONDUIT AND MIRE FROMINLET CONTROL RULING.CIRCUIT SOUTH VESTIBULE CHLORINE CHLORINE SAMPLE PUMP C 6 C -O TO NDP-19 AND NORM VESTIBULE TO MOP-21.SEE ALSO SHEET E5. C -c Z E L y a M O O2 PROVIDE WEATHERPROOF 1WISTLOCK RECEPTACLE AND WEATHERPROOF RESERVOIR LEVEL PRESSURE TRANSDUCER Lu ERPROOF U _ � - x COVER FOR FLOODLIGHT POWER.SEE SPECIFICATION. O OUTLET FLOW CONTROL VALVE Y U O O 1 Q OCONDUIT AND MIRE FROM THE INLET CONTROL BUILDING. O DUILEr FLAW METER SEE SITE PLAN E5. I OB OUTLET FLOW CONTROL STA11ON RESERVOIR VESTIBULE (TYPICAL OF TWO) OUTLET CONTROL BUILDING PLAN VIEW PLAN VIEW z SCP,F 3/8"=1'-0" SCALE 3/8 1'-,,. W W 1 z ,1 — 1 � w Sheet No. E2 Copyright 0 2001 HKM Engineering Inc., All Rights Reserved. 1 �I _ om _____________________________0-1 , _____ -_____-__--__--_____---_'____-_-_O i 2 r r-'--'--_-- ------ -� r- -- ------� o. c P1C ANALOG OIfIPl1i5 PLC ANALOG 64 I PLC DISCRETE OUTPUTS 4 o F 1 I 1 1 O N ICI I O � OC 0] 1 CALCULATED CALCULATED CALCULATED ACTUAL ACTUAL ACTUAL I INLET NaOC OUTLET NOOCI INLET FLUORIDE I I INLET NOOCI DUILET NaOCI INLET FLUORIDE INLET FLOW OUTLET FU W NLET TURBIDITY OUTLET OUTLET I INLET VALVE INLET VALVE OUTLET VALVE VALVE a a I METERING RATE METERING RATE METERING RATE i METERING RATE METERING RITE METERING RATE Cl RESIDUAL PRESSURE If OPEN CLOSE OPEN CPSE I j 1 0 N 1 I 1+ 1 N 1 I 1 r____ I 0 ______ __________ __________ ______ � UZ Z C K O]W0 0 Q 3 Lz >2 o • O 1.2Fz N INLET NOOCI OUTLET NOOCI INLET FLUORIDE INLET OUTLET INLET OUTLET Cl OUTLET INLET SAM H2O OUTLET SIMPLE H2O RADON STRIPPER 0 V M J ETERING PUMP METERING PUMP METERING PUMP FLONMETER FLOWMETER TURBIDIMETER ANALYZER PRESSURE 67TR INLET VALVE OUTLET VALVE PRMURE TCH PRESSURE SWITCH TRANSFER SWITCH f.ENERATOR MOTOR STARTER SECURITY PANEL 0 4 4 AI: A0: AD: AD: AO: OPEN DO: D0: DO: DO: DO: DO: DO: p A-N1rM 1-20rM 4-20mA 4-20MA 4-2W 4-20MA OmA 4-2OL_ SOLENOID DRY CONT. DRY COOT. DRY CONT. DRY COOT. DRY CONT. DRY CONT. DRY C(O4T, c AD: AD: AO: DO: D0: DO: CLOSE DO: DO: In r 4-201M 1-20mA 4-20rtu1 OPEN COIL OPEN C1RL DRY CDNT, CONT. SIXFNDID DRY CONE DRY COOT. POWER: POWER: POWER 120VAC 120VAC 12DYAC WNDING DRY CONT, } CLOSE WINDING Q W A O H A O N A O N A O A O � ON OFF X /� 1 1 1 (FyFA�,J� Fri NNE 0"'7"' UNF OAT LNIE OA I 0� Aa ON� N N I N 1 °j OFT M L 1 I A I A I h 1 1 I j --l- O a"1 O_ 01 ° o J W N X N NNE 0 UNE O M GO W M '^ N � vW/ 6 0 r------ ---------- --------- ---------- ---------- ---------- ---------- ---------- -------- t-------- ---------- ---------- ---------- ----------F 0 0 Z -_-- ---------- ------ -- ---------- -------- --------- ---------- --_------- y 1 ---------- ---------I - 1 � 0 1 a` I INLET CL PUMP INLET CL PUMP OUTLET CL PUMP OUTLET CL PULP INLET FL PUMP INLET FL PUMP INLET OUTLET INLE INLET INLET VALVE OUTLET VALVE OUTLET VALVE OUTLET VALVE INLET SAMPLE OUTLET SAMPLE POWER POWER. POWER: GENERATOR RADON RADON INTRUSION ALARM j CONTROL CONTROL CONTROL CONIR4L CONTROL CONTROL ROWTAETER FLOWMETER lUR d ANALYZER CONTRAIL CONRtQL 'OPEN' 'CLOSED' WATER WATER UTUIY UTILITY GENERATOR COMMON FA1 STRIPPER 'HAND' AUTO' 'HAND' AUTO 'HAND' AUTO' FAILURE FAILURE FAIL FAILURE 'AUTO' 'AUTO PRESENT PRESENT AVA A&E CONNECTED CONNECTED MAIM 'OM MOTOR FAULT O Sa3 j 2 PLC DISCRETE 1TFlR5 i VL1NG / ______________----_-_____-_____________--_-_-_______---____-__-____-______---__ _-______---__________--_-.,____ _____-_____-______--__-__J 2? dV'y ZW ! �v0 RESERVOIR CONTROL SYSTEM �d��N�� PLC 1/0 ONE—LINE DIAGRAM PR NO SCALE !T ca 4i a 04 5 0 _a) O co O h � H- A CL_ 00 b C00 >- C O PLC ONE—LINE NOTES N 8o ^ Olc N � � �o W an CD y � � z -- OPROVIDE AND INSTALL PROCESS LOOP CABLE AS C.T O O Q SPECIFIED BY INSTRUMENT AND PLC MANUFACTURERS. _ .p ca PROVIDE EXTERNAL EXCITATION POWER AS REWIRED BY THE INSTRUMENTS SPECIFIED,TERMINATE S141M AS RECOMMENDED BY THE INSTRUMENT MANUFACTURERS. OPROVIDE FUSING ON PLC DISCRETE 1/0 OF SIZE AND TYPE RECOMMENDED BY MANUFACTURER. INSTALL INTERPOSING RELAYS AS REWIRED TO MIVE LOADS EXCEEDING I/O MODULES CAPACITY.INSTALL Vr RECOMMENDED SURGE SUPPRESSION DEVICES ACROSS LOAD WINDINGS,ALL VARNG TO BE 014 AWG THHN Z STRANDED.PROVIDE LINE VOLTAGE POWER FROM CIRCUITS INDICATED SHEET El, OC uj OCONTACTS PROVIDED WITH KW/OFF/AUTO SWITCH W INTEGRAL WITH MOTOR STARTER, \` Z 1 Z I W Sheet No. E3 of 30 Copyright 0 2001 HKM Engineering Inc., All Rights Reserved. i -1 N a o PANEL: PANEL .A LOCATION: - o In1 MANUF,M,URER SOWAE D F®ENTRANCE - OCP 125A TYPE NOOp VOLT W W 120 240V 1s,311 CONNECIEO II,6 KVA a to MOTH 20' BUS RATING 200A M6C - < o INLET CONTROL BUILDING DEPTH 5-3/4- MATH LD MLO MISC - • •e J '5 a m YW SURFACE BREAKER AID 22K MISC - < o a REPIMN CIRCUIT CRT LOAD CKT CMRCUT a TNWN 0 CU +0 TVSS LOW�� BREAKER L1 L2 BREAKER LOW Z 3-I3/0 ELECTRIC PANEL 50A-2P 1 2 pl-I'liSPARE IN _ UfI1TY PolF 3 43-03/0 cu. UH-1 20A-2P 5 8 UH-3 THWN 1-NB CI1. 7 8 • N_ GNO.IN 2•C. UH-2 25A-2P 6 10 2DA-1P SERVICE RECEPTACLES PANE]43 PANEL'MOPI' NSED 11 12 3OA-1P UPS z #N 240/ 240/12OV ..NNECT O O EACH-1 ISA-2P 13 14 35A-2P SPARE '01' 7 15 1fi 10/3W220TRANSFER22/5A"' 200A METER LIGHTS 2oA-1P 17 to 20A-1P RECEPTACLES ° 3 �.6o MLMLO t0/3W SN BASE SPARE 20A-1P II 20 - SPARE p o LL i F s 22K22K C NEMA 3R SPARE 2DA-1P 21 22 • O GENSET SPARE 20A-1P 23 24 GENERATOR SET SPARE 25 26 GRC ABOVE 240/I- SPARE 27 2a GRADE tI/3W PANEL INSTALL CAP SPIRE 20 30 MUN SPACE J1 32 - SPARE rn GRC ABOVE 33 34 - 9 5 CONCREIE PAD BREAKER O GRADE 35 36 _ p O1 37 38 _ • 39 40 N 41 42 3-a CU.THYM W/ 1-1//•CONDUIT TO < 'ILrD7Lil 1_�TD cu.cNo. PANEL: PANEL B LOCATION: - M 1'C. 3-�3/0 Ou. CONTROL CABINET, - Q DAWN 1-06 CU. COxg1Ci0R5 AS REGb. MANUFACTURER SQUARE D FEED ENTRANCE - OCP 60A }TflFr W GND.IN 2•C. 1'CONDUIT TO PANEL'MDP1' TYPE NDOD VOLT a,W 120 240V,10,3W CONNECTED 3.7 KVA PANEL'B' PANEL'B'IN OUTLET CRC SWEEP 20 BUS RATING $ODA NBC 240/120V CONTROL BUILDING 24.RADIUS DEPTH 5-3 4• MAIN BRNR LO 50A BREAKER MISC • O 14/3W MWNO SURFACE BREAKER AK; iO( N6C - �!�p/t d TOR 24'SWEEP 2'SCH.80 PVC TO IJiDIITY POLED LOAD OESS%21PIION BRREA�KER 0 Ll L2 ' CIRCUIT LAW DESCRIPTION S4 (n I GFICUN-4 1 2 20A-1P LIGHTS M.RECEPTACLE � O J 4 20A-1P SAMPLE PUMP,FLOW METER rO 7V55 5 SPARE 2DA-1P 3 a " 7 S 0 o J ^J N 11 12 • O O PROVIDE AND INSTALL SECONDARY CONDUIT TO UTILITY POLE.VERIFY REQUIREMENTS WITH MPC PRIOR TO 840. O DO NOT BOND NEUTRAL TO THE GROUNDING ELECTRODE OR EQUIPMENT GROUND SYSTEM AT THE ,n m OUTLET CONTROL BgLDING, OPROVIDE AND INSTALL METER SOCKET IN ACCORDANCE WITH NPC REQUIREMENTS.VERIFY REQUIREMENTS WITH P EL: PANEL MDP LOCATION: UPC PRIOR TO BID, O MIINMUJ GROUND RESISTANCE PER SPECIFICAMN.MINT UM1O�SEPARATION BETWEEN ANY THEE MANUF SQUARE D FEED ENTRANCE - OCP 200A N INALL08 COPPER DEC TO RODS IF N ADO ONAL REQUIRED RODS DO NOT BOND NEUTRAL TO THE EQUIPMENT GROUND. ME N000 VOLT,0,W 120 24O✓ 14 3W CONNECTED 33.1 KVA O IB ACCORDED WITH NEC CONDUCTOR 0 GROUNDING ELECTRODE CONDUCTOR AT DISCONNECT WIDTH 20• BUS RATING 225 MISC -O Z a DO NOT BOND NEUTRAL TO TKE EQUIPMENT GROUND AT GENERATOR. DEPTH 5-3/ MAN BRKR MLA MUD M6C YOUNT SURFACE BREAKER AID 22K MISC - u O MINIMUM G COPPER DEC TO 5/e•%10'ECI GROUND ROD.IN MINI ADDITIONAL RODS N REWIRED TO MEET v MINIMUM GROUND RESISTANCE PER SPECIFICATION.MANTRA MINIMUM t0'SEPARATION BETWEEN ANY O BOND"THING PROTECTQIN SYSTEM TO THE GROUNDING ELECTRODE SYSTEM AS REQUIRED BY NEC. CIRCUIT CKf LOW CKf CHRCUT o Wg110NA REQUIRED RppS, LOAD DESCRIPTION BREAKER L1 L2 BREAKER I.fVVD OESCRIP110N a. PANEL -MA%FEA SWITCH 1254-2P 1 2 20A-2P RADON FAN 2 NP • OBOND ALL WATER SYSTEMS PIPING 70 GROUNDING ELECTRODE SYSTEM,INSTALL BINDING JUMPERS 10 1VSS SMALL BE INSTALLEDIMD CONNECTED AS REWIRED BY NANVFACIUREA. 3 4 ACROSS ALL METERS,FILTERS,OR ANY OTHER GEMS WHICH BREAK CONTINUITY OF ANY INTERIOR SPACE 2OA-:P 5 6 20A-1P SPICE WATER RPE SYSTEM AS REQUIRED BY NEC,BOND TO ANY EXPOSED STRUCTURAL STEEL NOT INHERENTLY SPACE 20A-IP 7 8 2OA-1P SPACE OR INTENTIONALLY GROUNDED. SPACE 20A-IP 9 10 20A-1P SPACE Sa3 / DP-1 2OA-IP 11 12 2OA-1P SPACE SPACE 20A-1P 13 1/ 35A-2P WH-1 SPACE 20A-IP 15 16 Q J LIGHTS 2OA-IP 17 18 2OA-1P SPACE I- g RESERVOIR VESTIBULE SOUTN 20A-1P 16 20 2OA-1P STORAGE BUILDING RESERVOIR VESTIBULE NORTH 20A-1P 21 22 2OA-1P STORAGE BUILDING d� +� �YyC2 RECEPTACLES 20A-1P 23 24 WA-1P GEN.BATTERY CHARGER#BLOCK HEATER N00 POWER ONE-LSE DIAQRAM SPACE 20A-1P 25 26 20A-IP GEN.BATTERY WARMER I RECEPTACLE PR SPACE 20A-1P 27 28 2OA-1P SPACE LYMAN CREEK RESERVOIR SPACE 2a-IP 2B JD 20A-1P SPACE m SCALE: NONE m LIGHT FIXTURE SCHEDULE u o N FIXTURE LIMP C N O UETTE MWUFACEURER CAT.NO. LOCATKM I Now i TYPE I No. VOLTS REMARKS C to 0- ELECTRICAL LEGEND FI UTHONLA DMW 232 CEILING SURFACE FL-1 2 120 4'2-LAMP ENCLOSED AND GASKETED INDUSTRIAL : F2 LITHOMA TOMW 232 CEILING SURFACE FL-1 4 120 8'4-LAMP ENCLOSED AND GASKETED INDUSTRIAL 4) T 0 Cp� i-N HONE RUN TO PANELBOARD;NUMBER OF TWS- TRANSIENT VOLTAGE SUPPRESSION SYSTEM F3 LffHON1A WC 232 WALL SURFACE FL-1 2 120 4' 2-CHIP WALL BRACKET C v � ARROWS INDICATES NUMBER OF CIRCUITS F4 MCPHILBEN 101 WT WALL SURFACE HPS-1 1 120 HID WALL SCONCE C N C 00 LIGHT FIXTURE,INDUSTRIAL Lu L Z C �.� 00 NUMBER OF HASH MINKS INDICATES NUMBER FS PHOENIX WE 120/58/SOOP PORTABLE N/A H-1 1 1T0 500 WATT HALOGEN PORTABLE FLOOD N- OF CONDUCTORS IN CONDUIT NOT $ SWITCH U N x INCLUBNG GROUND,NO KASH MARKS Y V O O Q ICO NDICATES 2 CONDUCTORS W/GROUND. $� CONTROL SWATCH STATION AFFFy HONE RUN TO CONTROL CABINET,NUMBER $P SWITCH WITH PILOT LIGHT LAMP SCHEDULE I OF HASH MARKS DENOTES THE NUMBER OF ANALOG AND/OR DISCRETE 1/0 POINTS. CV COMBINATION STARTER DISCONNECT MANUFACTURER DESIGNATION CU('K) CRT LUMENS WATTS LIFE(HRS) REMNO(S i REFERENCE COORDINATE REQUIREMENTS W/SCADA SYSTEMS INTEGRATOR WP WEATHERPROOF R'-." PHIUPS F32T8/TL741/ALTO 4100 78 2850 32 200DO TCLP COMPLIANT � O RCUIT BREAKER PANELBOARD GET GROUND FAULT INTERRUPTING PHIUPS C70S62/M 2100 21 6300 70 24000+ TCLP COMPUANT (fi qp tt OUTLET,DUPLEX GRC GALVANIZED RIGID CONDUIT GE 0500PAR56NSP 2850 N/A 0000 500 4000 - 2 OUTLET,QUADRUPLE% EMT ELECTRICAL METALLIC TURNG W ® EQUIPMENT POWER CONNECTION GEC GROUNDING ELECTRODE CONDUCTOR SCHEDULE OF CONTROL EQUIPMENT ® EQUIPMENT CONTROLS CONNECTION MD MOTORIZED DAMPER DISCONNECT SCHEDULE z TENTS FURNISHED BY REINS FURNISHED BY MANUFACTURER NEMA FUSW OJ JUNCTION BOX MUD MAIN LUGS ONLY fKMTRACTOR SEE SPECS) ELECiRMII CONTRACTOR CONTROL E RE.COMER.,MECIR CONIRM MANUFACTURER NUMBER AMPS TYPE TYPE BUSS SIZE VOLTS REMARKS Q OURLT,DATA/COMMQMCATIDNS UH UNIT HEATER MOTORS STARTER TEMP CWIRL CONTR.,OTHER D1 SQUARED H224NRB 200 3R LPN-RK 200 240 MAN SERVICE DISCONNECT RATED Z EQUIP. MANIFACTURER W% W OUTLET PRIVATE TELEPHONE UPS UNINTERRUPRBLE POWER SUPPLY LOC. UNIT HP FIA I N0. SQUARE D SIZE GONE ACCESSORIES REIN FIIRN MST COIN REYANS D2 SQUARED DU222RB BO 3R - - 240 SERVES WH-1 ©s MOTION SENSOR/DEIECRM UPS-R) UPS RECEPTACLE NUMBER 104 RF-1 2.0 2a + 0 M SDA66 FRM H 2 PILOT LI REMOTE C'TRL E.G. E.C. E.C. SERVES RADON STRIPPER FAN 03 SQUARED DU221 RB JO 3R = = 240 SERVES UH-1 Sheet E.✓ GENERAL NOTE: FIELD VERIFY ALL EQUIPMENT LOCATIONS OP-1 1/2 9.6 1 14 W/UBT 1 - _ - - - D4 SgUARE 0 DU221 RB 30 3R 240 SFITVES III-3 E4 S(� Copyright 0 2001 HKM Engineering Inc., All Rights Reserved. i 01 < ao LL J J O m O n a o Z • > m X X a Or 6 I o v a. 01 d � Z N L X ——— ----- — __ t U 20 0 20 40 • �•yW_l�n __ ——— scale teat z ——————— _ Z mho r 1 s Of �ff� X I I _ — _ o i L J _ • o oziE OU o • I I o + Q c I aulLanc a O �-- • Z J pQ r' j (2) O \ Z Z W J O (2)1'SCH./0 TWO C ~ Q O 05 O TWO(2)1"SCR.4 — O + , 2 o J N O TWO(2) J _ f N W — (2) ym,, - IO za - I ,1 O rt � 1 1 0 O I 1 TWO(2)1-SCR.40 II O 1 I I, 5L13 1 I I OUTLET RVNO O r l 1 1 O GOMM W J g O I 1 I I lug' o N00 1 1 PR II 11 � o —0 co u � CNLo c g O cgi I � < NOTES o O I, O Oi FO (4)CONDUITS FROM INLET CONTROL BUILDING TO OUTLET CONTROL BUILDING AS FOLLOWS: + YJ Z E I -ONE 1"CDNDUIT FOR PANEL'6'FEEDER.SEE ONE-UNE SHEET Et. u N-x ONE 1-1/2'CONDUIT FOR LINE VOLTAGE CONTROL SIGNAL CONDUCTORS I r 1 r' -T ONE 1"ODNOUIT FIIR SECURITY SYSTEM CONTROL WIRING. _ Zo m LaL MI-W 12'BETWEEN LOW VOLTAGE AND UNE VOLTAGE CONDUITS. 1 ILOW OTWO(2)CONDOMS FROM INLET CONTROL BUILDING O FOLLOWS: ,1 -'I ONE 1"CONDUIT FOR RESERVOIR VESnOUIE POWER N10 UGH7INC CIRCUITS. _ _ 1 'i(ALL CONDUCTORS To BE 18 COPPER THWN-2) O --- _ ___ ONE i CONDUIT FOR VES➢BULE SECURITY WIRING. O O3 SITE IJUNCTION BO%ES i0 BE E01Y1 70 OUA21TE 11"x1B'x18",{PC1118BA18,WITH jPC1118CAOO BOl1�lE CO`hRS.PRONOE TWO AT EICN LOCAl10N:ONE FOR RESERVOIR VESnBULE POWER + ' O _ _— _ _ 1 1 AND IUGMING dRCUrTs AND DNE fOR VESOBULE SECURITY WIRING. Z _ _ 1 SEE SHEET E2 V RESEMR VEStIBULE ELECTRICAL 0c W O Z Z W hee', No, E5 of 30 Copyright 0 2001 HKM Engineering Inc., All Rights Reserved I GENERAL INSTALLATION NOTES PART NUMBER & DESCRIPTION o m G NLP CAL #6 SOLID SOFT COPPPER SECONDARY BONDING WIRE II n rn o. [wi �28R ROPE LAY COPPER LIGHTNING PROTECTION CONDUCTOR 1. METAL BODIES OF INDUCTIVE SITUATED WITHIN 6'0"OF A LIGHTNING PROTECTION CONDUCTOR SHALL BE NLP CAT. "oy S m BONDED 10 THE LIGHTNING PROTECTION SYSTEM Q3 NLP CAT.MFH-C3-NP-..-NS BARE COPPER AIR TERMINAL 2. NO BEND )F CONDUCTOR SHALL FORM A FINAL INCLUDED ANGLE OF LESS THAN 90 DEGREES NOR SHALL HAVE A RADIUS OF BEND LESS THAN 8", ® NLP CAT. 1506 COPPER SWIVEL AIR TERMINAL ADAPTOR o v a v a 3. CONDUCTORS SHALL INTERCONNECT ALL AIR TERMINALS TO FORM A TWO WAY HORIZONTAL OR NLP CAT. #803 CAST BRONZE ADHESIVE AIR TERMINAL BASE Y �, DOWNWARD PATH TO THE GROUND SYSTEM. Z o p NLP CAT. #804 CAST BRONZE EQUIPMENT AIR TERMINAL BASE 4 L Z © 4. ALL LIGHTNING PROTECTION CONDUCTORS SHALL BE FINISHED AT MAXIMUM INTERVALS OF 2 FEET ON CENTER. Q Q7 NLP CAT.k814X COPPER ADHESIVE RIDGE AIR TERMINAL BASE E6 • � (TYP,) �I 5. CONNECTIONS TO GROUND RODS OR GROUND LOOP SHALL BE MADE AT A POINT NOT LESS THAN 12" . NLP CAT.b1007 CAST BRONZE PARALLEL CABLE SPLICER Wyp.) zBELOW GRADE MID 24"AWAY FROM FOUNDATION WALL, NLP CAT. #1019 CAST BRONZE 3 SQUARE INCH BONDING PLATE 6, ACTUAL JOB SITE CONDITIONS MAY NECESSITATE SLIGHT ALTERATIONS OF AIR TERMINAL AND GROUND LOCATIONS. 10 NLP CAT.r11034 CAST BRONZE SECONDARY BONDING LUG �' o w i 7. ALL ADHESIVE TYPE FITTINGS SHALL BE SET IN PLACE WITH A COMPLETE ROOF CEMENT. Z N MP • o "� 11 LP CAT.#1048 CAST BRONZE PIPE BONDING CLA L B. AIR TERMINALS SHALL BE PLACED AROUND THE ROOF PERIMETER OR RIDGE AT 20'0"MAXIMUM O INTERVALS FOR 10"TO 23"AIR TERMINALS&AT 25'0"MAXIMUM INTERVALS FOR 24"AIR TERMINALS. NLP CAT./t150 THROUGH ROOF CABLE CONNECTOR© AIR TERMINALS SHALL BE PLACES WITHIN 24"FROM THE OUTSIDE EDGES OF THE OBJECT TO BE p @ NLP CAT. #1205 3/4 . 10'COPPER-CLAD GROUND ROD B I_� PROTECTED. W U 9. ALL GROUNDED SYSTEMS SHALL BE BONDED TO THE LIGHTNING PROTECTION SYSTEM, 14 NLP CAT. #1231 CAST BRONZE CABLE,TO GROUND ROD CLAMP8 E6TYP 0 10. BARE COPPER LIGHTNING PROTECTION MATERIAL SHALL NOT BE INSTALLED ON ALUMINUM AND 15 NLP CAT. #1300 COPPER CABLE LOOP ') ( ) o ALUMINUM LIGHTNING PROTECTION MATERIALS SHALL NOT BE INSTALLED ON COPPER. 11. ALL INCOMING ELECTRICAL,TELEPHONE,DATA,RADIO,AND TELEVISION SERVICES SHALL BE EQUIPPED 18 NLP CAT. 01308 ADHESIVE COPPER CABLE HOLDER • WITH TRANSIENT VOLTAGE SURGE SUPRESSION. 1© NLP CAT. 1111347 CAST BRONZE SECONDARY CABLE SPLICER j r� c 18 NLP CAT. (ITEKSS3 STAINLESS STEEL FASTENER 3 Z u' E6 < GENERAL LIGHTNING PROTECTION NOTES 1, ALL CONDUCTOR ON THE ROOF SHALL BE FASTENED AT 24"CENTERS TO ACCOMODATE POTENTIAL SNOW LOADING. THIS REQUIREMENT IS IN EXCESS OF UL AND NFI�REQUIREMENTS. • V 2. ALL DOWN CONDUCTORS SHALL BE RUN IN 1"SCH 40 PVC CONDUIT, W 3. ALL I"SCH 40 CONDUIT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, IF METALLIC CONDUIT IS USED IN LIEU OF PVC IT SHALL BE BONDED AT THE TOP AND BOTTOM OF o O Y EACH CONTINUOUS RUN BY THE ELECTRICAL CONTRACTOR, 2fLLLLWJJ 4. ALL REQUIRED SEALING,FLASHING,SLIP SHEETS,PAVERS,AND SPECIAL ROOFING REQUIREMENTS ARE THE RESPONSIBILITY OF THE ROOFINGCONTRACTOR, THE ROOFING CONTRACTOR SHALL n INCLUDE ANY PROVISIONS FOR ROOF MANUFACTURER'S LIGHTNING PROTECTION SYSTEM REQUIREMENTS IN THEIR INITIAL PROJECT BID. FALURE TO SUPPLY AN ACCURAITE BID INCLUDING THESE o U ROOT REQUIREMENTS WILL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER, INLET CONTROL BUILDING 5. THE LIGHTNING PROTECTION DESIGN SHOWN IS THE MINIMUM REQUIREMENT,HOWEVER,IT 5 THE RESPONSIBILITY OF THE LIGHTNING PROTECTION CONTRACTOR TO PRO'V1DE A UL MASTER LABEL o J Z UPON COMPLETION OF THIS PROJECT. ALL BIDDERS SHALL INCLUDE ANY NECESSARY MATERIAL AND LABOR REQUIRED TO SUPPLY THE MASTER LABEL BASED UPON T1 E COMPLETE SET OF BID DOCUMENTS. ROOF PLAN • m SCALE 1/8"=1'-0" n }n LIGHTNING PROTECTION LEGEND J d 0 CAST BRONZE ADHESIVE AIR TERMINAL BASE — CAST BRONZE 3 SQUARE INCH BONDING PLATE ° Z WITH A 3//8"X 12"SOLID COPPER AIR TERMINAL SET PIL 8 WITH ADJUSTABLE AIR TERMINAL O THROUGH ROOF CONNECTOR TO GROUND SYSTEM ADAPTOR, ,o THROUGH ROOF CONNECTOR TO LOWER ROOF GD CAST BRONZE EQUIPMENT AIR TERMINAL BASE o. WITH A 3/8'X 12"SOLID COPPER AIR TERMINAL .-III 3/4"X 10'COPPER-CLAD GROUND ROD • c COPPAR3AD ESIVE2RIDGE AIR TERMINAL PPER AIR B ASE RNINAL CLASS I LIGHTNING PROTECTION CONDUCTOR WITH• CAST BRONZE CABLE CONNECTOR, S NG Qz rJ W n 418 dJ yW Qr�o �A700 3 PR 3 8" R MIN. 5 7 90 DEG. MIN. 2 � ER BASE)2 wTES 4 l! C( c2eoo8 00 �— `o 0 LO R R AL z ICER 3 T PI A AIR MINAL 4 I T MI AL ` 0 E �� 1 4L N ._ � E6 E6 E6 .S. E6 N. � U - n-i o X = u � 0 SEE NOTE 12 2 2 18 (2 PER PLATE) J o u 18 10 1 17 2 Z 2 0 16 14 W �` II W II 0 0 00 2 i i 1" SCH 40 PVC CONDUIT r z o (SEE NOTES 2 h 3) 0 SEE DETAIL 2 16 2 Z W Sheet No. MPRIMARY BONDING DETAIL s A N G 7 N UCTOR FAST G a 9 TYPICAL CONNECTION EG E6 . E6 N. .S. E6 N.T. E6 N. E6 N.I.S. of 30 Copyright 0 2001 HKM Engineering Inc., All Rights Reserved. i oz �' _ _,� -r, J�+���'•'����oV�f'!� .� I�J�� I,�` �``1��C�/ y Z�Ys-\7: i�r I' 1 .\\\C���l� 1Y�! ii . 1 _.�1�► ll �.. � �!]1�1 \ l:,lllrt.'�/1 fZ �% � � 8...�, p'' �� 'Jt �� ����° - I '�1Zfi� �1» '�V►�`���' � ,� `� _ KOO = --��l �-��� ��lllllll!//'�J///� ter_ � � � � � �" � �► : � , � � �� �_ Mon Am G`�`.��,a\`�\\�_ �\\ '������1����^,�'//rfN .'. �,tic_.itrr/l _ O� A�,� i ��l , _.. � �. �� �� \► �=�J,%�\Y.� -�+��(Cl�►�'77�1i� ', ���li �pg- DIM-' TIA %t - n ! . 1 '•`.�r.,•� � ri r {.� ;. �1Y6 'l01 �Z n' .fi��/.1' �ILI �' :. �`o ,/'� .��/. y - !►� �"�!�`1_ -- ���< <=. .��` �, �r. �..\„�1`� l� K„_�.�. ,• %n �� +, -,� ���•. �` IV)a �\\i, � � .� :E'Is� �'( .:f��: -ja%.��f�.,%!>i!. _ ��� �i'ilN7� �� � �< IW i\\1`JII\ ���'�� 1! 1Ay � � ► ''�"`, '�1,1��►"V/ �NVi�iil:�,�� �� 3yi►j�saFc�.c r � 1 ���5'`j+i►�� `` �' �� r" (1 �'�i'�h► .� � �..,�__�!' ;:wry ��-'' �,�i�� �� ���_1 .� i � �� • �J,r ��..` ��� �� '��, ✓t i, ?III ���� - - - ..�:'��-� �-- � ."i �\\ �►riwMi�=�� ►��rr�T«',dasE:� �• Jai WE tea,~.� ►a�__- _ ��� 77�1S�fl1ltNlT11L • _ i �� �►��,a�����,i/� \ill®���'�!� 1� :�;�������rw�n�s�« r :� ������ /f CP-1 s EL=5000.00 5000 - - - -- --- -- 5000 o SrN 5000.00 I L E 5000.00 _ 4PPRO)CMATE EXISTING o m A _I�TALL ME -_. - � / � � WOLM(TYPICAL) MANHOLE W/FLUME A - N 4965.43 - n I 1oA n 10 20 4995 499y • 'Oyu I v T SPILLWAY PLACE 5.00' LONG E 4960.08 - - --- _� 1N RIP-RAP AND RIP-RAP PAD AI FF-4sae.00 Q r^ y^� TEXALE LINER GEOTEXTILE LINER - N 4967.81 , N 4057.61 E .J�J V O Lp_p "� RA D d F 4915.71 E 4915.48 EL-49888I UNDER INLET PIPE 48890 60 4990 . 7, ____— Q�4 -_ 4990 C 4 75 ° \ 3't 200� ���x VA o z/�, o z' rc z Y y Oho '�' I �Aii,) map EXISTING 21"/ - oj�u °o n O (]. ©0 0 4985 -F�„`�' 2 ._ .-____ __ p w p STOPM DRAW - -�` PLACE RIP RAP 1 g 4sR.s a uts B INV.EL.-4992.26 - - � - h GEOTEXTILE FABRIC N I o ; o W o �j n�y UNDER OUTLET AS J/ • 0 4 z z O -fflouo 2T'Q°(�°� SHOWN 2 ° V o "X'X O 4980 - i 4980 c / g xt d' o , O r 8° ° o O �O��o' o °o° - OTEXnLE LINER- °00 0a O \ H PLACED BENEATH P _ 1FAE RIP-RAP AND ANCHORED - "-BAC(FN1 ACTED o Q o� 00 noopo 0 7D SOIL IWTH 1.00'DEEP i/�j�/i TO 9}fi>< MAXIMUM • F- W _ O - _ _ §6 \ _ -ANCHOR 7RENCHES - --__DRY PER V 0 OOO os O 0OO -- \�q, \ 49�5 . A � 4915 N � 0 ad 6.D0' ICY d' n ° - 1` N s OO \ \ \ RYP-RAP SHALL START __ of �aF Q 2.00'BELOW 7H E.SPILLWA ON' \QMMZ - w 4910 uPs7REAM scaoE d Y 4910 d nlE CONSTRUCT 10.00' WIDE ` \� \ OOIW THE EN77RE DOPW57WAM EX 517MI " ppy o i• ° EARTHEN DAM WITH 19.3t \ SLOE TO THE NEW RIP-RAP APRON S�EAMBEp A INSTALL Q E 4935.93 EL'4986.00 WADE RIP-RAPPED SPILLWAY. \ AT THE NEW PIPELINE OUTLET. 11 INV. EL= ""F2 • F' N 4964.90 iQ.00' E 4934.57 - \ \ \� 4666 49G5 z Q o \ - F _ a a FW-W TABLE \ W EQUIVALENT PERCENT OF TOTAL �\ \ \ 4960 - _. - 4960 C5 W Q WEIGHT THAT MUST 0 ej CLASS WEIGHT OF AM CTEERR BE SMALLER THAN �-- \�_ \ �� 0+00 04• 0+40 0+60 • m GIVEN SIZE SECTION TMO" DAM & SPLLWAY 100 Ib (45kg) 1.05n (320mm) 100 SCALE ;APPROXIMATELY 1'�5.00' r1 60 ID (27kq) 0.e6n (270mm) 70-90 - -� o: Z Q 1 25 lb (11kq) 0.66rt(200mm) 40-60 - \ � (7 2 Ib (0.90kq) 0.27n (BOmm) 0-10 \ Q GENERAL NOTE: A PLAN - STREAM GAUGING STATION \ 6 ALL GEOTEXTILL LINER MATERIAL SHALL BE SCALE:1'-10.00' "\ \ \ z W AMOCO NON-WOVEN /4553 OR APPROVED \ EQUAL o a J' 3" 1/2' NECD PIPE TO FLAT IRON • x x ANGLE IRON .T'DIA.57ELL PIPE OA. STEEL BOL _------ J'rJ/8'ANGLE IRON 10.00' DAM 995 M A 15 REBAR OR SMOOTH BAR INs ALL MPE F AM EAD D HNIGE DETAL W now WAN m s0o SUPPORTED RAC( BAC TO qXL 5X COMPA 1ED - - — TYRCAL AT &OUTLETDR DENSITY (F MAM" CLASS I RI RAP SHALL BE C�3 (PLACED QV SPILLWAY PIPE HINGE z O o_ T7=498& AS 0698- ----- ,SLOPE: PLA GE07EX o• Slll!'AA� r i UNDER RIP-RAP LINER .SIZE VARIES (sEE DETuI.) 0) SHALL } �+ v 4M15 - - - - T :�li.. _ 3'1 EXTEND 2' THE TOE OF _ W F[J c I ,I W. W ' 4'MAX.SPAOf;;51Obf-1.ODX SLGW£- PLAN VIEW y °O L1\l S�Q -3.ODX BETMEEN BARS F- .y IS N 960 - Cu - __ __ 498 NOTE 10 PANTED ALUMINUM CO.OR W ,x 00 -r -49 Z FLO J'rJ/8-ANGLEW7=7 - 4'x 1/4'FLAT MCN.ALL BARS MELDED 70 p f�0Q. _ Li 975 '_ x1 f'ANLY£!RO!ml ADS 72 PEE A INSTA LL fLUME MELDEDTOEACH BAR ZT SOO'LONG INV. EL=497&82I RIP-RAP PAD 970 --- CEO XTp.E LINER PLACE - - -- FOUNDA77ON 71 - - - -- 497 - J'x 1/4'FI AT IRON INS ALL 7 MELDED TO EACH BAR 0 U RIP-RAP PAD. TRUCT 200 LONG RIP-RAP TO SPAN EN77RE INSTALL 18QOt L.F. AD N-i D-1 CLASS I RIP-RAO PAD. I Z o ND7H OF EXTS7dVQ STEAM- IN IAL RILYO L PLAN GEOYEX77LE LINER ae W INSULAnLW(TYPICAL) UNDER RIP-RAP PAD. RIP w INSULA n0N 7tT CO RAP'1p SPAN EN LIRE MIDIH ass Z H 4�5 -- --_-- - - - ---- - - PIPE FOR THE ENnRE OF EXISTING SIREAMB£D. - - 3 BOTTOM OF RAM NOT FIXED TO INVERT 17 LR!GIH. SECTION VEW 0 g 81/POST HOLES�.M -060 X�IJA-ANGLE 0+20 0+40 0+60 0+80 496 _�TO POST HOLES �..For ILL WIN CONCRETE. Sheet No, 44 Uu lM p B CROSS SECTION TFftOUGH MAN TOLE a D STORM DRAIN DEBRIS RACK ALT1-Cl SCALE :APPROXIMATELY 1'=5.00' �SCALE :NONE C3 ul 47 Copyright 0 2002 HKM Inc.. All Rights Reserved. i -1 4.00*0 WATERTIGHT-ONE PEICE o CONSTRUCTION FIBERGLASS MANHOLE SPRAY ON INSULATION ACCORDING WITH FLOOR, FLUME,HINGED COVER R HASP FOR PADLOCK BY PLASTI-FAB TO SECTION 07200-1 Of THE MANHOLE BARREL OR APPROVED EQUAL PROJECT SPECIFICATIONS. T � 2'FRP TAP ANCHOR BRKT 4 PLACES 'o m (FOR 1/2'Elf AN90N p 2'x45'TRAPEZOIDAL FLOW MEASUREMENT ANCHORS T- S/S) -LATCHING ANGLE O FLUME BY PLASTI-FAB OR APPROVED EQUAL, WITH ISCO MODEL 4120 SUBMERGED PROBE u FLOW LODGER OR APPROVED EQUAL. 18Y FRP PIP Of STUB.CON NE TO CANTY FOR 18'0 HOPE PIPE.BOOT 90 C6.00`0 BYONCRETE BASTHIEDSUIBMERGED PRONGED WITH MANHOLE ILEt6dTBLE SLOT o ' — _ _ TYPICAL) p U z U MANHOLE LID K Z m� � B FLOW ; w QTI�'1 FLOW -D' 5/16'NHCS O Z f. II \J S-1.001E S TOP(1F BARREL a ----- - _ - MTG ANGLE v J c PROP ROD C PROP ROD O Qo 18'0 PIPE (SEE LATCHDETAIL) 0 SEE SHFfI AL T?-C1 IN O (j (TMICAL) CONFINED SPACE /16-CARRIAGE BOLTS Jmi C LATCHING ANGLE Q PERMIT ENTRY _ K O REQUIRED / 6 < W 2'BLACW�H6 OCKL TTERS o Q Z WITH A VMITL BACKGROUND NOTES: o Z LAMINATED TO THE 5.33' 1. THE CONTRACTOR SHALL FILL MANHOLE INSIDE OF THE COVER WITH CONCRETE TO TOP OF NEW FLUME. f1 WWc a O 2.HINGED COVER NOT SHOWN FOR CLARITY 3 G PURPOSES. C DETTAL—TYPICAL PROP ROD w w z Q A PLAN — STREAM GAUCHO STATION MANHOLE 3.SEE SHEET ALT2-CI FOR MANHOLE LOCATION Tl- MVERAL-T-304 ST. SM < O ` W TI SCALE :NONE AND STREAMBED DAM SITE. SCALE :NONE (� zo 0- Z Z LIGHT WEIGHT 411'I HINGED FIBERGLASS CI UJ W COVER WITH HASP FOR LOCKING.INSULATE GENERAL NOTES: O W O /it WITH SPRAY ON INSULATION ACCORDING TO 4J SECTION 0720D-1 OF F SPECIFICATIONS. 1. CONTRACTOR TO COORDINATE MATH OWNER TO LOCATE A NEARBY SOURCE OF BORROW MATERIAL FOR CONSTRUCTION OF EARTHEN DAM. U m N 2.00' 2- CONTRACTOR TO COORDINATE MATH OWNER TO SUBMIT AND ACQUIRE ALL APPUCATIONS FOR WORKING IN THE STREAM. y.,� Z W SEE SHEET ADE - —,- I � 4986.00 3. CONTRACTOR TO PROVIDE MEANS OF NCMPORARILY DIVERTING OR PUMPING STREAM FLOW AROUND THE CONSTRUCTION SITE. FINISHED GRADE EL- ---- (TYPICAL) 4. CONTRACTOR TO RECLAIM ALL DISTURBED AREAS TO PRECONTRUCTION CONDITIONS. ALL BARE GROUND SURFACES TO BE SEEDED WITH NATIVE (MASSES. } 3 -1 III-_III III III III.' , t, " ,I d J 3 5. CONTRACTOR SHALL COORDINATE WITH OWNER AND ENGINEER TO INSTALL AND CALIBRATE THE MONITORING EQUIPMENT. Y 7 I 4.00Y WATERTIGHT-ONE PIE 6. GEOTEXTILE LINER SHALL BE AMOCO NONWOVEN #4553 OR APPROVED EQUAL. CE !' / I'I o ��'J',jj r EIII CONSTRUCTION FIBERGLASS MANHOLE1 / 1 I 'I d WITH FLOOR,HINGED COVER @ HASP O FOR PADLOCK. -'4.00'ID FIBERGLASS MANHOLE " I BACKFILL COMPACTED I TO 95%OF MAXIMUM DRY DENSITY PER ° it ASTM D-698 (TYPICAL) II ll .I ci C14 z � LO o 18'0 FRP PIPE STUB TO MATCH 18'10 HOPE PIPE. I / � 1=11_I III W c: E,,, GO (NEOPRENE BOOTS ARE a0 E[3 NOT SHOWN FOR CLARITY) I d I III III III-_n�. Fj (TYPICAL) II <•- C III__III .III -Ili - ° l III III III=III I III=IIII z °? p co 0 I�F"I ,NIL-. t I --ail III: - ' -III. III-III W �q m Go 't - i/2'FDuw vAD PRanom�r fn x o d = I = - - - x co im d P" I III 1 � I I r 1LDW i 13 ui- FLOW S-i.DOR 8.82 EL-497 _ - ___— _.__.__�____ EL-4978.57 (� Z SEE SHctEET 1O� ♦ _ ALT2 W (TYPICAL) I '— iciM — ' W I'-11I .III- -III—I' ..III-11 I. ..III_ Z NOTES: 1. MATERIAL IS FRP(FIBERGLASS REINFORCED POLYESTER). CONSTRUCT 6.00'LONG BY 6' of THICK CONCRETE BASE W//4 BARS 2. NEOPRENE BOOTS ARE SECURED WITH STAINLESS STEEL BANDS. O 12-o.c.EACH WAY. Z 3.THE MANHOLE BARREL IS A MINIMUM OF 1/2-THICK FRP. W 4.THE HINGE,WASP,ANCHOR BRKTS h BOLTS ARE T-304 S/S. ~beet No. 4,)) 8 SECTION — STREAM GAUGING STATION MANFIOLE ALT1-C2 TI- SCALE :NONE of 47 Copyright 0 2002. HKM ENGINEERING INC., Alt Rights Reserved. I _l 0 a � o Q p o O 0 m 3 1 12 J '> m--- O_L------------ --- ------- a — ——— — — — 1 UISCUNNLCI-ND REMOVE EXISTING WIRING i0 PUMP. v L � Y d / Y�; Oz EXISTING UNIT HEATER TO RE"IN SERVICE OEXISTING PUMP MOTOR STARTERS TO BE REMOVED. • yHV. 13 1p / Or 1J 10 / 13 Y `13' 10 13 O Z Y-; 4 EXISTING MAIN DISTRIBUTION BOARD TO BE REMOVED. + t Y!1 O IXISRNG SERVICE DROP AND METER TO BE REMOVED. o a o n 3 owo O EXISTING EQUIPMENT TO BE REMOVED. • o z z / / OI J O EXISTING 10 KVA TRANSFORMER TO RE RELOCATED. / / O EXISTING LOAD CENTER TO BE REMOVED. J 5 O W h 9O E%6fINC PUMP CONTROL SYSTEM TO BE RFTNNED BY OWNER �' EOLLJJ DISCONNECT AND REMOVE ALL EKIERNLL POWER,CONTROL, �A O 6 A10 WAr1R PIPING AND DELIVER TO OWNER. : a EXISTING DISCHARGE VALVE SOU:Mpp TO REMAIN. o F Z Z O15 11 CUMIDISDIARGC VALVE LIMIT SWITCH TO REMAIN. < O DEW BYPASS MAVIE SOLENOID TO REMAIN. � Q 13 EX67111IG MOST FWW TO BE REMOVED. 0 Z O 14 ET0311110 12'OF PIIIOOID AT THE CHUM TO BE REMOVED Q WW ON 1 ffiAa II TO 011RY ODOR FELD VERIFY LOCATION. p �[ F— ~ W 13 URLIY POLE • W O O � Um UO 0 ¢ m BOOSTER STATION - DEMOLITIONo PLAN VIEW } W J W b N Q W SCALE 1/4'=1'-0' • Z O 0 CC NOTE: m Fr (/) ALL WORK ON THIS SHEET SHALL BE 11L INCLUDED IN BID ALTERNATE/3. N Cc O LL Q a m w W LL a O Z } d � a It • S83 SING O1 BACKUP GENERATOR SEE UNDERGROUNDER FOR UNDERGROUND 21 Q V W J BORN GESFRv10E�DISCONIECT'D5.FEED06 ANDC011IROL WRING F-Z N 18 (•aY�_r_ _ _ _ O ®AS QUIREEDPIN� IN TACT DSURE SPECIFICATION -- O3 CT CABINET ©T;DICK HATER OMETER-1 <8 FUEL HEATER 1 F-2 F-2 F-2 F-2 5 AUTOMATIC TRANSFER SWITCH40B-lJ 17 O ©BITTER WARMER m O N. O L/-Z,{,6 O MDB�7,9,1, 2 O LPS-R1,R2 1{ OB-Y,3,5 14 / ai� 14. 6 MAIN PANEL'MOP' <8 GENERATOR MOUNTED BATTERY CIRGER 1114. S U 6(V 1D ! 1P m 1 O WIREWAY BELOW EQUIPMENT ©PROVIDE 1 30A-1P AND 1 2DA-IP BRFAXFR IN C O _ _ 4 PANFI 'LC'FOR GENERATOR BATTERY CHARGER N.—1� M 19 O 15 6 6 PUMP I MOTOR STARTER AND RECEPTACIF RESPECTIVELY C N 0 / O O PROVIDE 3'CONDUIT STUB OUT FOR TELEPHONE ) F2 g _ O O PUMP 2 MOTOR STARTER SERVICE EXTEND 3'CONDUIT UNDERGROUND TO all, 2 / ELECTRIC LET)Ty PoI F.BUSH ENDS AND INSTALL C Q 00 1211� 1 O 10 PUMP I MOTOR STARTER PURL STRING N H C 29 GENERATOR SYSTEM CONTROL PANEL N Y U GO 10 0 / / LC-I O 11 RECONNECT IXSTRIG NEATER O NM,POLE Lu U Z X 12 RELOCATED 7RANSFORMFR ][ U O O 2 m Q 13 NEW PANEL'A' 9 B 10 7 O® 14 DISCHARGE VALVE CLOSE SOLENOID I 15 DISCHARGE VALVE LIMIT SWRCH 16 BYPASS VALVE CLOSE SOLLNOID 17 PLC CONTROL CABINET z 18 ININTERRUPIIBIF POWER SUPPLY KW <i>HMI COMPUTER AND MONFTOR W BOOSTER STATION - NEW z PLAN N VIEW - Q TELEMETRY AND NETWORKING EOUIPMFNT SCALE 1/4"=1'-D" z W Sheet No. ALT3-E8 30 Copyright 0 2001 HKM Engineering Inc., All Rights Reserved. I v T P NE MDB LOCATION: — a o NINUCTURIER SQUARE 0 F®ENTFPllCE - OCP 400ALIN o • TYPE 1- E VOLT,•.W 277 4WI 3•.4• CONNECTED 147 KM < y N WDTN 32' BUS RATING I 40DA MISC - o ______ O DEPTH 8-1 4' MMI BRKR/MLO LLD MSC - a r i SURFACE BREAKER NC 42K MN NBC - 1 — - -. CKtGCIRCUIT U•pco Z CUT LOAD ldIO ICND DESCRIPTION PHASE KI STARTER BREAKER f BREAKER EXISM MAN! LOW PUP 1 7OA-3P 1 IOOA-JP PUMP 2 3 4DISR�IION TRANSFORMER CENER ESING PAIEBON To/- _ PUP :SOW PHASE PU 1004-3P 7 8 TRANSFORMER STAR 40.240/120 JI ND L 9 10 ______ SPACE UNIT I EATERS 3P SPACE BUSSED PUP 41 •«mN•wWi3 <w0 - - • - L STARTER 1 i I ' I DISCONNECT SCHEDULE11 W EE��N�jj22 I p• I I 1 MANUFACTURER NEMA FUSED • LL,J ACIIFER NUMBER AMPS TYPE TYPE BUSS SIZE VOLTS REMARKS3. OM 1 UARE D H365NR 400 1 3R I LP3-RK 250 600 MNN SERVICE DISCONNECT Z U REMOVE DDSRNG MOTOR STARTERS. 0/ EXISTING LOAD CENTER TO BE RFMOhD AND REPIACED- Q > O SEE SHEET L/. PROM NEW LC WITH IDENTICAL CIRCU O Q 2 REMOVE DCIsnNc MAIN PATEHBOARD. AND NEW MAIN BRFAKFR. SCHEDULE OF CONTROL EQUIPMENT Y ¢ z O OREMOVE EXISDHc MOTOR FEEDER CONDUCTORS. MM FURNISHED BY DE115 FIF8F9m BY o (n REUSE CONDUIIS ION NEW MOTOR FFEOERS. SEE SPECS ELECTRICAL CONTRACTOR AUXILIARY CONTROL EQUIPMENT I W OEXISTING TRANSFORMER TO BE RELOCATED. ELEC.CONTR.,MICH.OONTR., • 3C Z 4 SET SHEET E7. MOTORS STARTER SYS.INTEGRATOR.OTHER W Occ CE G Er LOG. UNIT FP M • VIS SgLLYE DD SIZE CONE ACCESSORIES REY TURN 116f CORN REMWKS V Q CO POWER ONE-LINE DIAGRAM - DEMO - PUMP 25 M 3 480 es3a MCC FAY H 2 2 N: PINDT 11CIR5 RI3m GIRL. s3. S.I. S.I. SERVES PIMP ONE w z Zcr PEAR STREET BOOSTER STATION - PULP so 65 3 4M 55M SEGM F1IN H 3 2 EMOTE� T 1CFD5 R GIRL sJ. S.I. SI. SfMES PUMP Two a 0 SCALE: NONE NOTENY - PUMP 50 65 3 480 85M SEGM FAY N 3 AM' PLOT lIGH15 RF1p1E GIRL Sl. S.L SL SERY6 PWP IINEE o J LLI N 0 m ALL D IN111111 ON THIS SHM SHILL INCLINED IN BD AL7FRIIVE µ 1n z m w W N p m Z V/ a o O ir O Z Y W F I a 0 • 4-15OO MCM,TIIHN IV COMMIT 4-M NOW I" <;> 833�, N 0 ql. �4.SYN0 O 9 1V55 F-W r J of 2�1G _ /to Oa. O p C. 4-1250 MCY 1MFN W NEW 'PM V 'PIMP 2' 'PUMP 3' PANEL'MDB' O Cl MAN 1-µ CU.GNU. LOAD ECOSIING STARTER/ STARTER/ STARTER/ 480/27x AIMEE soma I IM 2-1/2-C. •AYO� CURER'EC' TRANSFORMER DISC. DISC. DISC. 3•/4W TRASFFR METER DSCONNF.CT PR 10/30 lam 25 M.P. 50 H.P. 50 H.P. 400A SMTCH BlSE 'M01' 125A SOW PHASE 480V 30 48DV 3• 480Y 3r MLO 400A � O 125A MAN 4SM40/120 SIZE 2 SIZE 3 SIZE 3 23W 41111 O NSS 3•/4W SN 30/4W SN GRC ABOVE GENEMTOR SET GFAHT �10 ENO., 4-0500 ARCM 11INN /I/O CU GEC TO �3•4M C .O o 1/2'C. 4'X4'IEMA,1 ALOOLTAM'ourTEB cu I-/3 cu.Gm. GROIINXNG N 3-1/2'C. ELECTRODE MW L71 N N ^ii CU I-JI 11NN 8 SYSIFII BRENOR CONCRETE PAD LTl 1-/3 .IFO. IN3-3-1/2' 5 O7 C V.0 '��0 C Y E �Q w � Z �v O 1-1/4'CONDUIT 10 Y V O OC:) Q CONTROL CABINET, 10 CONDUCTORS AS REO'D. _ Ca r LL 1'CONDUIT TO PANN 'MDB' --- I O1 PROVIDE AND INSIAU.CONDUIT AND WEATHERWO FOR NEW DROP.VERIFY REOUIRLMIHTS O BOND ALL WATER SYSTEMS PIPING TO GROUNDING ELECTRO DE SYSTEM.INSTALL BONDING JUMPERS WITH MPC PRIOR TO BID. ACROSS All METERS,FILTERS,OR ANY OTHER ITEMS'MNCH BREAK CONTINUITY OF ANY INTERIOR WATER PIPE SYSTEM AS REWIRED BY NEC.BOND TO ANY EXPOSED STRUCTURAL STEEL NOT NFEAOIILY OR NIQIRONA IY GROUNDED. 2 PROVIDE AND INSTAII METER RISE IN ACCORDANCE WITH WHO REQUIREMILNIS.VFRIFY REQUIREMENTS WITH I MPC PRIOR TO FAD. O7 DO NOT BOND NLITRN TO THE EQUIPMENT GROUND AT GENERATOR. Z 3 PROVIDE AND INSTAII CT CABINET IN ACCORDANCE WITH MPC REQUIREMENTS VIVIFY REQUIREMENTS WITH01 NEC PRIOR TO BID, OB INSTNL IITW MOTOR FIFDERS IN Df51TNG CONDUITS. W OBOND GROUNDED SERVICE CONDUCTRR TO GROUNDING FIFCTRODF CONDUCTOR AT DISCONNECT O 1-1—1 .1 INSTALIFD MID C.1,11 FD AS REQUIRED BY MANUFACTURER. W IN ACCORDANCE WITH NEC RFUUIRFMENTS. Z OINSTNL)1/0 COPPER GEC TO 5/8'X 10'GROUND ROD.PROVIDE ADOU04AL RODS IF REQUIRLO ID WEFT MINIMUM GROUND RESISTANCE PER SPECIFICATION.MAINTAIN MINIMUM 10'SEPARATION BETWLLN ANY Z AOIXTIONAI REQUIRED RODS. W POWER ONE-LINE DIAGRAM - NEW sheet No PEAR STREET BOOSTER STATION ALT3_E9 SCALE: NONE Copyright 0 2001 HKM Engineering Inc., All Rights Reserved.