Exhibit_A-All_Attachments_for_Cleaning_and_Inspection_of_the_Stones_River_WTP_-_4933-2097-2409_2.pdf

EXHIBIT A

ATTACHMENT “A” - MEMBRANE WET WELL #1

ALTERNATE FILTER BOTTOMS

“et

GLASS BLOCK WINDOW DETAIL

SECTION N-N

seaceia" =o Fe BUILOING if MURFREESBORO, TENNESSEE

WATER SUPPLY IMPROVEMENTS

FILTER BUILDING >

SECTIONS -& DETAILS®

TYPICAL QUARRY TILE AND

TERRAZZO COVE BASE DETAIL

ATTACHMENT “A” - MEMBRANE WET WELL #1

EXHIBIT A

ATTACHMENT “B” — MEMBRANE WET WELL #2

ExIstine eaAriNG bibateiactiad ror noe meat. 6" * il sere, Fier owain "eo ee HSER Br

— | ; pensine Bide: ‘Qe Shee, SEG ee :

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FILTER BASEMENT FLOOR PLAN

EIOWING PIPING BELOW GLEV. BEG. ferme. L<

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ATTACHMENT “B” – MEMBRANE WET WELL #2

ATTACHMENT “C” — MEMBRANE WET WELL #3

: ~ PREAET CONE CORIAE

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| OeREoURED ft ft J Revises Jone 30,1966 2 | <2 wi aa pS

MURFREESBORO, TENNESSEE fe 2s

WATER SUPPLY IMPROVEMENTS : SY FILTER BUILDING

— ve he SECTIONS: & DETAILS, ~ 4 bese qvasen cuseseaasy . ‘ 2 LILES EE LEE GLY LES = Se Settings SFE lau ane, WIEDEMAN AND SINGLETON Peal uz” {t -SEGTION “S=S s ‘DATE, ENGINEERS . it ee by) State aet io" a x leer vee} ATLANTA = GEORGIA | oe 52 Se

ATTACHMENT “C” – MEMBRANE WET WELL #3

co? | ice SeeeedL | 7 “\, Sees PETS Wd. vi as 5. _

LEOPOLD BOTTOMS PRECAST WHEELER BOTTOMS

| EY GPE,

Be

ALTERNATE FILTER BOTTOMS

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iis aroene woron EE “ | speeges : en Cee E) e ——— ee |

‘ GLASS BLOCK WINDOW DETAIL I 3c a cial wm ree epdeuve aereh & [| Yvon es* ver Cd ces f f § a 4) H = we See teens | —— = Eee

——————————— Bier om oor. gl Gasser 2 Hy Lo men a a TYPICAL FILTER SWEEP DETAIL TYPICAL WASH WATER TROUGH DETAIL port eB 5 i ¥y a b rc —

PLA SHS — 6 Beet indy Chezeo s . WASH WATER TROUGH DETAILS } = bn dee MES ths BLES LIMESTONE CONE . 3 PBEREE bs. 108 wore: wripov ly eume goon 7 BEL DES aan ( a1 — Lf 5 | weet el, I + Mae San eee as Te vars SEK OT: = : ¥ a Cao Po Peeper = <a : 1)

ECEES SEE a o IL Pd ever. 97 8 PEP | z ie - ane As Ho Mh BEE ae =«(8 weaep srevctuea i [ F pill

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oa z z COPING ALONG FRONT | sy “aM § OF FILTER BUILDING

Pai : URRY, ete — ecaen | Fie reemarzo MURFREESBORO, TENNESSEE : z i C ‘Gone. 2007 $tAB e — == rove. coor stag - #. WATER SUPPLY IMPROVEMENTS

288s 396 40% erquervene To 18 Cokes ot BLOCK wife esceur.~-— SF SEED AL SERGE ra a 7 : wate avenoe | Gifte SORES Of maak wfeantc. FILTER BUILDING ,

— — a x a pa . ge ae aT = re A mo SECTIONS -& DETAILS” aa

EIGAL QUARRY TILE AND LITE Block COME LONG PROMENADE DECK DETAIL ° WINDOW DETAIL TERRAZZO COVE BASE DETAIL tdae Beaeing Wael ONY: .

SEALE: SA . e—ee——S iLL Wires cone. to: , EME.) WiEDEMAN AND SINGLETON [| SHEET FILTER BU! DETAI : y o - Dare ENGING l2:

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i MALL” 1B : le segues Reviseo June 30,1966 d “yegeoon GEE BELLA Te + 2

MURFREESBORO, TENNESSEE

errs —— rover cu: =

WATER SUPPLY IMPROVEMENTS STAIR DETAIL

ee _. FILTER BUILDING. . Ban TSIM becee tose —— \egeae oe: rEg gee ‘ a _ 7 7

SECTIONS & DETAILS - - ,

SESE EE GEE fae tied 7 ‘ SECTION Q-Q

HANDRAIL DETAIL

‘SHEET,

a scale vs" ror ure : Baye 3

~ 4

2. (FRONT STAIRWELL ONLY) Lee + : > -t or sea2

CONC. PAD FOR

BLIMP Rae

SOUERSCTER Tp peavioe

EEXIS. 2.0) SUCTION:

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SIRE TALC ATION

OVE PLATE FROM BYISTING

SEYS IN PLOGR | Fee

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BUND FLONGE,

SELY VeUvE

NOTE | Re:

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SECTION ©

EQupiscuesges FRORSEASES. cume gaccetow 7 BARNEN TS zeyquaTer BRSREE SO ce, amen SFE 4 oO Boe, S28 %e te e gpeeees CARIN

ERG WATER POM STATION

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EXISTING

SECTION

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ATTACHMENT “D” – MEMEBRANE ACCESS HATCH PHOTOS

Membrane Feed Pump Well Membrane Wet Well #1 Membrane Wet Well #2 30” x 30” 24” x 30” 24” x 24”

ATTACHMENT “E” - CLEARWELL #1

S1g4Te yave ¢ vacve 20x Bee One® COME B55 ais A BADE

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Ste SPAOT OPEN JoNT EXTRA sr pEMET Reet oBs Feo Cee ibis COMA EEE Euan STRUCTURE. BED IN CRUSHED STONE. €EL.540-E7 PROVIDE 15° ROOFING PELT OVER CRUSHED STONE eo.

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SL cranme steps ELC SecV0cy | 8 CEGE SS JECTION . 2; | ote rg

SECTION G-G

‘SCALE: Va"er-0"

£. 539.50 4.53750

2,46 5:8" Lone, 2 < 23 - €4 St 82 Lilie

— 41006 st4a exis. BEDE tion re SEE econ. Je oem He ENCRSEMENT ARCOND PIOE

SUMP DETAIL

SCALE 7 war

ATTACHMENT “E” - CLEARWELL #1

CONTRACTOR TO REMOVE EXISTING GRATING “AND

COVER EXISTING OPENING WITH CHECKER PLATE

PrPicaL, ~— CONTRACTOR TO. FILL EXISTING SUWP "A WITH GROUT TYP. 2 PLACES

| pRoposen —— | Bare ae

| EXISTING 5” PRE SEE DETAL SHEET

—conTRacToR TO

CUT AND CAP. EXISTING 16" PRE

‘SEE DETAIL SHEET

_—20" VENT PIE w/

38 MESH SS. INSECT SCREEN

CHECKER PLATE COVER —— FYPICAL 2 PLACES \

{ N LEVEL p> ORpICATOR

A 6 | fro --—- peso ~~ ~~ =

CONTRACTOR TO CORE

gowtgactor 10 cone Steamwein wa > BRS SERED WitH KORN-SEAL Seo be ‘SET IN PLACED BND SEALED Wit KOR-NCSEAL SEE SHEET c-8

J FOR tine CONTINUATION contractor to core | 36" HOLE IN EXISTING CLEARWELL WALL. BIPE TO BE SET IN PLACED. AND SEALED WITH KOR-N-SEAL PARTIAL TOP PLAN VIEW

SCALE: Tatar"

OPOSED 3e" CLEARWELL EFFLUENT LINE sh.

PROPOSED.

36" CLEARWELL OVERFLOW LINE

SEE PARTIAL PLAN vew~ THIS ‘SHEET

PLAN VIEW

SCALE:—— 'e""= 1-0" ue 8 NOTE EXISTING OVERFLOW AND DRAIN LINES FO "REMAIN INSERVICE po

CITY OF MURFREESBORO, TENNESSEE

ATTACHMENT “F” - CLEARWELL #2

ia rEg, Lan | Pee a as -— == E

T rere eas oe om. mer ; A n - —

Ftd ae

ER fe z Tew _ cS = 7 tt] _— TREE = i t ceee | it ! i

ATTACHMENT “F” - CLEARWELL #2

NS

~~ pRoposeD

BAFFLE me

PROPOSED PROPOSED AS 4-0" $0.

ACCESS HATCH ‘ACCESS HATCH

wi LOCK w/ LOCK

' u ia) |

' PROPOSED —

' 36" CLEARWELL » PROPOSED

: eeruient UNE / 3 WAL PPE ‘| | se geeet c-8— yy CONTINUATION =F ma) : C mil] iy | iG it it a | a c /

20" VENT UNE — es Se prorosco —” E

Rett Sete | SEE SHEET C-8—. 7 PROPOSED BAFFLE WALLS ll CONTINUATION NY an Pl Me PROPOSED — ‘|| i 36" WALL PPE a A if I ] A Fic. x Mi @ | : B 0 {Hl ! ey — tw ee

PROPOSED —~

48" CLEARWELL

INFLUENT LINE

i

H ~— PROPOSED

I OVERFLOW LINE

— SEE SHEET C-8

CONTINUATION

TOP PLAN VIEW ) PLAN nm

SCALE: Yea 1-0" SCALE: Ye i=]

KEY MAP

2995 Sideo Drive 6153831113 ax: 615.386.3469

WATER TRSATNENT PLANT Nr crecKea 8 EXPANSION [DRAWING NO.

HOeNO. PROPOSED CLEARWELL 5P-4

4410070 PLAN VIEW

ATTACHMENT “G” — River Raw Intake #1 if

| mi ; rail | | l — i $$!

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(are ) |

DEMOLITION PLAN VIEW | | |

SCALE: ——__ "- 1-0"

{ Sere ees” / | ||

1% | || ‘ spammacy ron / | | er a ae / | | | f | | } |

+ 1+, gai |

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KEY Map o

LIBERAL crocess nes, vaws coseuENT » ES ar ae eae ee RR, VALVES, EGUPMENT AND

> saris re Semel Sr UAE ep OTHER! bial MOTE

J.SEE SECTION VEWS FOR RUSE FLAG (OCATIONS onenere PLAN Em SECTION

ATTACHMENT “G” – River Raw Intake #1

ATTACHMENT “H” — River Raw Water Intake #2

Sko.01 to _

Acces Lmooed “A” JABS STAN THIS Sut

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Bh6OSS UATE

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- Rae seteed peagpted | oy Ard cunaaicton noir |

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ATTACHMENT “H” – River Raw Water Intake #2

ATTACHMENT “I” — Auxiliary Intake

Fs N 598,67; , “ oY y EB E 1,838,628.25 7 co aaa, ° 74 7 “ a, / .

° “ TEMP. CONSTRUCTION , L ,

EASEMENT

SIG

FIL

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PRO

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> E1,818,792.08

100 YEAR FLOOD BOUNDARY ———~

[FEMA INFORMATION|

9 | SEE PROJECT MANUAL AP 470185 04D -C—}

(ieee, toon SS

EDGE OF LAKE WINTER POOL EL. 480.0

“Sigseceasg Ni $98,515.28

$066 OF LAKE: SUMMER POG. EL. 490.0

‘> >< eat ‘Link FENCE

8 Jovan (Ora — a ANTENNA. SHS SEE DETAR SHT.Cx-3 cg

/ / ~ . co ——EXSEMENT souNoaRY AUMLIARY RAW WATER

INTAKE STRUCTURE

FIN FL. EL. 517.00

| INTAKE

EASEMENT BOUNDARY —

b

Bix 12 —

/ jo

398.461, E 1,838,837.78

MA

GN

ET

IC

Aut STA. 0+06

BEGN RAW WATER LINE N 598,433.58 Ne $98,419.79 \ Ease Tae 38 N_ 596,453.06 Ne 526,428.54 £ 1958,622.07 | E 1.838,806.30 © 1E38.560.27 Jor_;_10" Sau 2 2 of 2) z

ZONING 7 BUILDING CODE INFORMATION 8-0"

CHAIN” Linc FENCE f TOTAL AREA OF SITE ee | ZONNG CLASSFICATION (THS PROPERTY) 8 ZONING CLASSFICATION (ADJACENT PROPERTY) Real i 598,359.66 , oN Se / BULONG SET BACK REQURENENTS

_-TRANSFORMER PAD — \ FN * f . 1

NEAREST FRE HYORANT

CURVE DATA TABLE

aRC

Lect | LENGTH ‘eae | 43.2r

36.52 | 50.00"

598,336.08 ee 222.50

E 1,836,764.26 RAW WATER LINE MATERIAL SCHEDULE

)GUBLE GATE FROM To MATERIAL

RESTRAINED JOINT DUCTRE RON

N_ 598,401.20 © 1,838,466.18 f ——-__ am stata oS TALE 1-30" 45° BEND

RESTRANED JONT

i 1.838, [-N 598,285.13

E 1,838,723.88 1 N 598,284.89 | E 1,838,763.88

NOTES

i 1 TWAT THE CONTRACTOR mus, CONSTRUCT

‘COFFER Oy EARTH FILL aN SHEST BLE JAA FOR CONSTRUCTION

2"

10"

5'3 4E* ae raw water Une OF THE INFLUENT BOX.

\ f= 2 ALL WATER pUMEED FROM CONSTRUCTION ACTOMTES MUST aa n

Oa LESS THAN THE RECEIVING FOVER TURBITY.

THE CONTRACTOR SHALL HAVE AN ENGNEER LICENSED IN THE

2" scH 80 Pye ‘ATE OF TENNESSEE TO DESIGN THE REQUIRED COFFER OAM AND aa DOMESTIC WATER LINE REDMENTATION PONDS”

4, IF THE CONTACTOR ELECTS TO USE A CONSTRUCTION METHOD Th

N 598,273.12 ~~ E 1,838.68415

ENVIRONMENT AND CONSERVATION AND ANY OTHER APPLICABLE

REGULATORY AGENCY.

| Has

RECORD

DRAWING

Ros ‘ MURFREESBORO WATER & SEWER DEPARTMENT K oe Smith Seckman Reid, Inc.

CONSULTING

M0 VEST END AVEL/SUTE 100/ASHVELE.TH 31203/615 503-013

SITE_LAYOUT PLAN a Pe ‘AURILARY RAW WATER INTAKE ScaL 20" recreD ovr bsall ‘SITE LAYOUT PLAN — iio

ATTACHMENT “I” – Auxiliary Intake

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(CK (TYP)

TAL ROOF (TYP.)

PLYWOOD ROOF

CK (TYP)

PRE-FABRICATED PLAT!

WOOD, TRUSSES @ 24°0.c.

Suanonc, sean

METAL ROOF (TYP.)

PLYWOOD ROOF

OECK (TYP.)

Param

12" BONO BEAM

Ws 2 = #5 CONT.

12" SPLIT-FACED.

Conc

GROUTED

BLOCK CORE

= SEE PLAN

SEN ELR,

EL. 517.00

18" DP

20" PIPE SADDLE

BREE RBORSSos 0 om coun

PIPE SUPPORT ADJ.

B-Line Wor B3089-4 OR EQUAL

THREADED BASE STAND

S-LINE Bs0usy-8 GR POUAL oS pasten STAND TO SLAB W/ 1 ST. STL. EXP. BOLTS

PIPE SUPPORT DETAIL

SCALE:

1 ALUM GRATING

LOCATED EDGE OF GRATING

AND FRAME '/3 FROM EDGE

OF SCREEN

202" NOTCH:

SEE DETAIL +

| I!

| SCREEN REFUSE TROUGH —~

6 re # Td | 16

(2) LAYERS 4° |

BATT INSULATION Spree! |

Z._.S _ Le Lz =. | | ip eoNo bean 4 TPE “x GyP. 60. F—— 8 20Np BEAN ‘9% TvPE “x ovr. a0. yg Tee VP. BD. 254 TPE “x GP. BD.

w F BOM Bea t & BOND BEAM 8° 80ND BEAM

7 15 CONT W/'1*5 CONT.

‘MONORAIL

1-0" 26'-4" ai 23-e | MONORAL 8 18'-0" 6-0" i vw RATED H CHEMICAL FEED RM.

PUMP_RM. sconce re H PAINTED WALI 12° SPLIT-FACED SCREEN RM. 1erxi2" RED. — BLOCK : 20 CONCRETE BLOCK Po" PIPE SADOLE T WALC = SEE WALL TYP. EA. PUP. DISCHARGE ELECTRICAL CONTROL RM. i SECTION 378-1 seneen SEE DETAL THIS. SHT.

CLEAR SEALER DRIVE MACHINERY SPLASH HOUSING #90" 10 2° AIR RELEASE VALVE LHR: RATED.

ON QUTER FACE . >) MASHOOWN pe or BLOCK WALL | 5 i GEAR REO. FLOOR ECT ENOID V. L 1" CUSHONED se mh 1] sats | Ewan ens

ALL . |i re ee Pea a on as a el t wal ISCHARGE, a | iit ‘ ! eb P08 5 eZ a i

FIN. FL. EL. 517.00 @ | - 1 c or | i Li i

A a P| [Taos rH i a ¢ | |! |pexer re | am }1;H100 ya, FLooo| | 2 1H 4 I i iet-si200 | j vate = 1 Sees Ne | mn ;

yor. 4 y | 1 1 = iF | 36: 1 i f Lt |] DISCHARGE 1 Let 12" 90°} in | HEADER

TRAVELING SCREEN itt =e i H E I + ]

1 T — = = I i Levon pen ; # EL. 513.00 aE Sa 0 Pvc f= 1 T H ZS 2" UNION iow en 40 Wz scu 40 BS ZN 2° S.S, NPPLE——J [;=——— INCREASE AS REO’

1 HANDRAIL | WASH DOWN 1 “ALUM, 2° AIR RELEASE VALVE

(STEM GuoES HANDRAIL 3S PPLE OS erMAX OC. | | SEE DETAL - TYP. a tj SHEET 6-9 TAP 18° OP Fb N of id H 2" s.s NIPPLE i 1 qo FIN, FL. EL, 499.58 ~

2 | i t ORAIN TO FLOOR DRAIN * NN i Hl \ 1 18" OF B 2 i ALUMSTAR iL PUMP DISCHARGE i ALUM GRATING | ———1— pup _couumn PIPE j= TREADS MAX, 5-0" SECTIONS

AIR RELEASE VALVE DETAIL

. SOA

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EL. 490.00 5

SEE SHEET 6-9 FOR DETAR

ef WASH DOWN i { 517 Fd ! \ HOSE. 8188 ' 517.00 i SEE OETAL Ni i l es i™M FIN FL. EL. 482.16 ' 4 im '

WNTER NORMAL POOL T {

| EL. 48 i

| SUMP DISCHARGE LINE 1

4 HOSE CONNECTION POINT |

i 4 SCH, 80) FEED LINE, a, POOL Nl \(

—EL.475.00 2 36° x 36 = stuce care —~}__ |e ace swar ee MA

36" DLP. o

EL. 468.00 | —2 STAGE VERT. TuRBINE PUMP oe We i BASKET STRAINER

EL. 468.00 @ ie Es —_ @ EL. 468.00 _a| NEOPRENE z wager SIS z a ] x0

15-2" 1910"

BUILDING SECTION (7)

SCALE: '/gel’~ oes) ors. sous SI, RE SUS organ x3 Ng

NOTCHING OF CONCRETE TROUGH REQUIRED

SR Ee ouSiyg PO EXTEND BELOW OPERATING FLOOR.

IF NOTCHES ARE NOT PROVIDED, FIELD TRIMMING BOTTOM OF “F.RP.HOUSING WILL BE REQUIRED.

SCALE: v=0'

SECTION (2)

es)

RECORD

MURFREESBORO WATER & SEWER DEPARTMENT

Smith Seckman Reid, Inc.

CONSULTING

ENG EER S$

‘3319 WEST END AVE./SUITE TOO/NASHVILLE,TN 37203/6I5 383-1113

paar SUE OAT AURLIARY RAW WATER INTAKE e130 eco ev RRR A at suai secnow a veTats Lora, BS Wives oe aj, PLATE connecreD . ATE comecreo cor a Pe. PERE sarees) pf Pee 35/3) 8 POOL NP. 2X4 CONT. WOOD _BLK'G, . 2x4 CONT, WOOD BLK’, Se erat Ts Sate 2Y/g ST. STL. PPE lg STANDING SEAM FOR MEMBERS AS REO'D, stanon tm ; FOR MEMBERS AS REO‘D. . a5 EROS. F< ; anal . 2 Pof ret Mote FG, 2810 alg FLvmone WOOD DECKING Vg CAP W/ CHAIN ac) WOOD DECKING 2X4 CONT, WOOD BLK'G.AT — 2-2u12 P.T. : 244 CONT. MOOD, BLK 2 RRP Pola POTTER-ROEMER- FIG. 4615 32 HOR © END WALL." MOOD BLOCKING ! HOR “© END WALL E i 0 Ja i East Feiler oan ene - Hl - a fn -—-—-—- SIDE 132) T/ OF WALL _t = 6 ads pee 1 yee oe wr ope ge cael eae (Soar o.oo 90 gem 3) BT | eso" eno \— zy nose cae wave, aoe 12 BOND i H 7-2 *5 CONT. CONT. BEAM W/ 2 py awe 1 2-* " a mR cont. BEAM W/ 2 Yex aioe | GUTTER #5 Cont. Ax AW QUA ay GuTTéR "5 CONT. | Peyncod Wiuxiy | ee vrobo ixway ve P.c.t- WE Ean, i “ONT. HORIZ. MAS. REINF. i RooF SLAB UNT SONT. HORIZ. MAS. REINF. FIN FLR. REO CAF BAS i ' © 16° 0.6. VERTICAL tO SLAB UF © 16FO.C. VERTICAL [ UNFINSHED BRASS.

VERT WALL RENE, ' * SPLIT- Cone EE ALE Hea Bs Sieg vem we oie Wore +2 ReoD.

H CORE = SEE PLAN BLOCK WALL 32,500* CAP PER PR. BLOCK WALL SUMP DISCHARGE LINE

12" SPLIT-FACE . : 12" SPLIT-FACE * ‘AR SEALER CLEAR SEALER | CONCRETE 8: CONCRETE H CONCRET 3] Git ourer Face 1 a capsta ON OUTER FACE HOSE CONN. DETAIL T) BLOCK WALL. H BLOCK WALL 2 (TYP) /- TAKE-UP ww i) SCALE: a -0* * : CLEAR SEALER VERT. WALL REINE. Oh. opreR Fate ‘ = ON OUTER FACE i 7 WGROUTED Block .

TYP.) H f TYP.) DEFERENCUL- ORIVE CHAIN | 1 CORE - SEE PLAN. Yesou nm |

7 | CONTROLLER PANEL IRON SPROCKETS ' Seu. 40 ALUM. | 2 ‘ See DeTal THIS SHEET g ; MANOR. WITH | eet vesou 10 2 Ula reve wens : [ ACO HanDRAL VERT. WALL RENE, Hy 3 S ORESSER CPLc. : le ke 5 "=30" ‘ ia caTe 7° TOE PLATE Cone” See PLAN Be 2 i : CONTROLLER PANEL ‘ gg 2 i i ee eee Lt

Asn | - i 1 Vi ENF L. : EIN. FL 6— 7 EL. sit.00 i I, Ss ToT li Ll a-goe Ye UNON T YFINsH GRADE ' 2-5 “se Fat cnate SS REOUCE LINE 1 J | éL. H ' Z AS REO. ues Soae °° ; | 2515.00 [-— ' 13-2" OPN, | Cto— ea. 513.9 vesen eo ove

. es ' 10) | s-sv C4 £1. 517.00 oe _ are —@ EL. 510.00 ' H a rd EL. 510,00 . i i 4 1 1 i wate Wf S0H 40 —— 4 oe = ' ' 2 Aor I FITTINGS AS j Kbit HaNORAR s-s/4|| | SURE oIScHARGE LINE : ' SUMP DISCHARGE LINE 3 PYC PIE, sLeeve —— BeOS VERIFY 4 sc. 80 pYC —— : ‘ ONLY | 6" PYC PIPE Suen Fe iy LINE 1 ' } 1 1/8 SCH. 40 ALI 1 aRh al WSN | sexs w TOE PLATE r 1 ' AAS uN, ro WALL |— } | : “Sit: PIPE CLAMPS i ' : 3 q ' H

BBicag ll FIN, FL. EL, 499.58 @—}|— Ml e — ‘CONC. WALL —~ | f ' 4 0P l _—4 08 | — H BISCHARGE LINE iL 1 — BRCHaRGE LINE !

| | EL. 474.00. —

st. st. — |_|_——- st. sn. :

OFFSET r ‘OFFSET 3 1 PIPE’ BRACKET PIPE BRACKET 2 ' TYP, TYP, os 1 EL. 468.00

See Dent" . ' ae wet tOean Wh sei 49 ALUM i WW Soa 40 ALUM.

W/O PLATE \Yg sca 40 i 1 hon ELEVATION

ALUM, HANDRAIL ‘ ELEVATION SUMP DISCHARGE —_ | \ W/ TOE PLATE —. F| |_—SUMP DISCHARGE ' ' SNECTION ! Sten | BUBBLER SYSTEM DETAIL

7 t 2 NON THIS SHEET Lt This SHEET FIN FLe H ' SCALE ONE.

j ' EL. 482,16! n H FIN, FL. EL. 482N6 GER Ewe | oat . a?

i t | 1 Wea sit. BE cuawes | y : : t ] 25-0" Onc. a. 4806e—|] |_| = = |_|

| ALUM, LADDER SCREEN MECHANISM BEYOND i 12-0 BASKET : Lapoer i BOTT, Oe BUBBLER ' ' / i - SJ ELLaT400 } ' /-ST- STL. CHAIN i ‘ H ST, HASP STAPLE ——— | 4 scu 80 pve ||| 4B" CAST IRON FOOT WHEELS| State H Gee Bea" the I | —— 7 i Batal We ste STLe TAPCON |

H ' ' Bd SSP St ~ ‘ST STLLEYE BOLTS CLEANOUT | CLEANOUT: i | H _/) W Seer WASHERS : H $k SNAP 7] —# FIN FL. EL. 468.00 7] —6 Frriet.a6e.0o T+ SThySN _

10’-5* 13'-2" OPNG. 10'-5* 11/2 ALUM. HANORAIL

seo" se |

BUILDING SECTION (3) sort.or ums. FROM, evewent sortsor run. suaB BUILDING SECTION /7) LADDER CHAIN DETAIL SCALE:— a=-or\ 86) I . " FEEDER’SEE PLAN SHT. SCALE: (7a51'-0"\ 86) SCALE, —— oO

OPEN} j OPEN)

‘CLEAN-OUT ‘CLEAN-OUT:

\ | 6'PVC SLEEV—)> —F- _ — 6° PVC SLEEV

W/ LINK=SEAL | — || W/"LINK-SEAL

\ \ soe ae WAST. STL. EPOXY EXP BOLT ST. STL.PRE CLIN @ $70" max, 0 . £1.506.00 £1. 506.00.

. 4 7 vEWS + 1. STL. PIPE_CLAI FASTEN’ W/"ST. STL. TAPCON SCHEWS"T¥P, —) | eT surTings | SST PIPE, CLAMP ©, 5-0" MAK OC. RECORD “ FROM CHEMICAL: a . 20" _ saat 13-2--SCREEN OPNG. VY ST. STL. "U-BOLT—[~9 FEEDER: SEE PLAN SHT. te 13'=2°°SCREEN_OPNG. 1-9 DRAWING

3X3" XV/f X2* LG, ST. STL. . 1 oc eipeee Le 26 28 HOLES @ 6°O. at BXIXYE ST. STLLZ "SCH 80 . a 4 26 1/28 HOLES @ 6° 0.C.=12'-6"

ST. STL. PIPE CLAMP—| 4 SCH. 80 pve PVG CHEM, FEED LINE Gan reed UNE |/-ST. STL. PIPE CLAMP MURFREESBORO WATER & SEWER DEPARTMENT gx ay sts, CHEM. FEED. LINE Me 861s, MUS’ a Wasners , ; pg - = Smith Seckman Reid, Inc.

‘ST. STL. OFFSET BRACKET o| / ial I l | CONSULTING CATS Tow 2 iL - Lil cons urtine

4 04, WASH-OOWN LINE | \ V PIPE CAP : PIPE CaP ST.STL.PIPE CLAMP ST. STL. Pre CUM. Lt Vs woues 10 8€ omecreo PEC 3319 WEST END AVE./SUITE 70O/NASHVILLE,TN 37203/615 383-1113 Ponshb sce ONECTEP \- pg support bee. support Mia Fou seREEN DRAWN BY: SSE DATE:

@ 3-0" 0C. af. ST. STL. EXP. ok Been” RBH AUXILIARY RAW WATER INTAKE

8 FEO. . R CHEM. FEED PIPING [CHECKED BY DRAWING NO.

OFFSET PIPE BRACKET PLAN PRE SCREEN CHEM. FEED PIPING PIPE SUPPORT DETAIL POST "SC EEN JAT BUILDING SECTIONS & DETAILS B-6 eT ———e ro aer-o* | SCALE: ————_NONE _Jg=1'=0" SCALE: SCALE Wav-o SCALE: VaaV=0) 08-1, lor

PLATE CONNECTED

WOOD TRUSSES

A

Fi

Ooo Oe TYP, PLATE conyecTeD WOOD TRUSSES 20" O.Cs TYP, 244 COWT noOD aL

‘STANDING SEAM FOR MEMBERS AS REO'D.

MIE ROOF, TYP. STANDING SEAM 388 DVore towns, T¥P, pLynoop 2X4 CONT, MOOD 8LK'G, AT MTL. ROOF, TYP. 2, ANewon eed watts.

g L & BOTT. CHORDS, ‘TYP, PLYWOOD “| uy 8} 9} ot DECKING ANCHOR “6 ENO WALLS. hot DECKING 6 FIBERGLASS gaa EBEe wax, vor. —— a cant: wsutatintS 1a cay

483) Baer Raee e 45° SITES a5 owt, 7 8M SE, BEE se4ri00 Host cutter cont: ——SSSNz Ne — == ——— NORA, MONORAIL SMe curtén a TVPE “Gre. BO, Nove. TI2K20.7 CAP XK 36-0" ‘Wy PE “¥ GYP. 60. 12" BOND BEAM ee

2 W/2 #5 CONT. 1 T uh 4 in + "h ax anne :

" ‘LYWOOD WALKWAY ia SEE WALL SECTION 2/8-10 i 7 i me 7g STIFF PLES. SEEN susyssie J |p 4 ES '$24x100 CONT. HOIST BM. Axaxi/s STOP: '$24x100 CONT. HOIST BM. SECTION Laxanv/a STOPS 276-10 STOPS"EA. SOE! | ogy eo) Eas SiO 1-6

¢ PONC. BLOCK 12" SPLIT-FACE

6. 19-0" WALL BEYOND CONCRETE BLOCK IZ" SPLIT-FACE RAW WATER RAW WATER RAW WATER FUTUTE reo

FUTURE RAW WATER RAW WATER RAW waTER | Gnicrere WALL, PUMP NO. PUMP NO. 2 PUMP NOLS RAW. WATER SEE WALL SECTION 2/8-10 BAR, MATER Buwe Noss Rie Ne BUMP "NOT BLOCK WALL, TYP. WIP-1 WIP-2) (WIP-3) PUMP NO. 4

7 wiP-3) (iP-2) wTP-1) SEE WALL SECTION I.AIR RELEASE V. er ay eM Ye

— . PUMP DIS

1g setae sor so, uum, Bore ail . 1/48 sete 40 AEG. Nhe 30150. ; BLIND FLG. ee saat

30" SO. Al Se P 30" SO. ALUM. 1 30° So. ALUM. Haran BEYOND HATCH’ BEYOND i

‘ HATCH ; 1

1 FIN. FL. EL. 517.00 4 =| H i i e aes (42-4, aL. ' i = < @ FIN, FL. EL. 517.00 12" CONC. SLAB——} GUARD RAIL i 30" BLIND FLG.—| 1 | Bate ! i 1) 3oxz Tee] | 1 16" REINFORCED 3 Igrrewe. conc—] fe Concrere 3) watt : | | concrete ! i Watt y : | PRE SUPPORTS i aga ng i i i— EL. 509.008-}—] | TP. “ —w_| € : bans eer 5

2-4" CHEM, ‘ 4 Feed tines SS. ¢ eee eee | oe 4enea eee nn Vg ¢ €1. 509.00

- fee _ -\—44—e ¢ et. 502.00 T/ FTG.EL. $07.0" d ‘ \ 1 ? i i i

2-4" CHEM, FEED LINES. 1

24 WAKE-u f | H 300P ent" 3opxte" FLG. TeE—-f_ a0" ‘ YP. H 38-0" H

BUILDING SECTION /.)

SCALE: '7a=1°-0"\ 8-7)

TIONS

2X4 CONT. WOOD _BLK’G.

FOR MEMBERS AS REO'D.

STANDING SEAM

2X4 CONT, WOOD BLK’G. AT

TOP & ‘BOTT. CHORDS, TYP.

HOR @ END WALLS,

12" BOND BEAM EL. 582.16 | 70 Er. 'Yg TYPE *X* GP. BD.

i i i i

+ x ame i i Bcd anwar rp a i} 1

1 1 12° SPLIT-FACED Beer i i Seo iu _~ ie seurra a 7 SEE wate Concnere “oF? _ f « SEE Sean i 7 2 STAGE VERT. 1aNe i || i see mau

7 i} I Z WASH DOWN SECTION | Li Hat iNew

BASKET STRAINER —™~ 1/2 8 SCH. 40

t ALUM, HANORAIL

TYP.

e- 8"

~4FIN, FL. EL. 465.00

it

UT TT i" ie | eed ee ees - pepe ausnoo ae 1 ble 511,00 (p\\—__________—

—_ Vv v

4 FIN. FL. EL. 517.00

21/8 SCH 80_ PVC

/ASHOOWN PIPING

SEE PLAN SHT. FOR CONT.

vt 12-0

‘SURGE RELIEF LINE 2'SCH 80 PVC

DISCHARGE INTO WET WELL

SHesTHdARSON BUILDING SECTION (5s) nie eich Su ST usteur / AS REGO: SCACER— 7as1-O7\ 81) BUILDING SECTION /7)\ SCALE: —7as1-O"\ 81) RECORD

MURFREESBORO WATER & SEWER DEPARTMENT

Smith Seckman Reid, Inc.

3,514. yysreut CONSULTING

CONC. BLOCK WALL PIPE CLAMP

gon suLrine

WALL MOUNTED PIPE oa pomuaveawwateniicane | green HANGER DETAIL EOD A RTWB Wr

SCALE: —————————_-_ NONE JAT B-7

ices a