D1_Asbuilts_Wastewater_Treatment_Plant_Expansion.pdf

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TUlALIP INDIAN RESERVATION

WASTEWATER TREATMENT PLANT EXPANSION

COVER SHEET, VICINITY MAP, LOCATION MAP ..

TABLE OFCONTENT8

U.S. DEPARTMENT OF HEALTH AND HUMAN SERVICES

INDIAN HEALTH SERVICE

PORTLAND AREA OFFICE, PORTLAND, OREGON

DESIGNED BY: -!&.I.-- CONCURRED BY:~

DRAWN BY: W,.1 DATE: NOVEMBI!R .e

DIVISION OF SANITATION FAClunES COHSTH. PO 95-718 OFFICE OF I!NVIRONIlENTAI. HEALTH:: ::.=

~TTLE DISTRICT OFFICE, SEATTU£, WASHINGTON Project No.

Date I No.

SION

N STRUCTION,

~I. T EXP

OJECTS:

ENT'T

OXIDATION DITCH AND THIRD CLARIFIER DESIGN

DESIGN AND CONSTRUCT FOURTH CLARIFIER

.. CONSTRUCT OXIDATION DITCH

.. CONSTRUCT THIRD CLARIFIER

TABLE OF C""

# PO 89..631

# PO 95-716

# PO 94-849

# PO 89-523

ISION OF SANITATION FACILITIES C

VI" IJ 1;;.1" I ~

SHEET NO. SUBJECT

G-1 COVER SHEET, VICINITY MAP, LOCATION MAP AND TABLE OF CONTENTS

G-2 GENERAL SYMBOLS ABBREVIATIONS AND LEGEND

G-3 EXISTING PLANT SITE PLAN AND CONTOURS

G-4 PROCFSS SCHEMATIC AND DESIGN CRITERIA

G-5 SITE PLAN AND MODIFICATIONS

G-6 YARD PIPING PLAN

G-7 GENERAL MISCELLANEOUS DETAILS

M-1 HEADWORKS MODIFICATIONS

M-2 OXIDATION DITCH PLAN

M-3 OXIDATION DITCH SECTIONS AND DETAILS

M-4 SECONDARY CLARIRER PLAN AND SEC]ONS

M-5 RAS PUMP VAULT PLANS AND SECTIONS

M-6 RAS PUMP VAULT SECTIONS,

M-7 CHLORINE CONTACT TANK MODIFICATIONS AND AIR GAP WATER SYSTEM

M-8 MISCELLANEOUS MECHANICAL DETAILS

5-1 GENERAL STRUCTURAL ~~OTES AND DETAILS

S-2 SECONDARY CLARIFIER STRUCTURAL PLAN, ELEVATION AND SECTIONS

S-3 SECONDARY CLARIFIER STRUCTURAL SECTIONS

S-4 OXIDATION DITCH STRUCTURAL PLAN

S-5 OXIDATION DITCH CATWALK FRAMING PLAN

S-6 OXIDATION DITCH STRUCTURAL SECTIONS

S-7 MISCELLANEOUS STRUCTURAL SECTIONS AND DETAILS

E-1 ELECTRICAL SYMBOLS AND DETAILS

E-2 ELECTRICAL SITE PLAN AND DETAILS

E-3 ONE LINE DIAGRAM AND MOTOR CONTROL CENTER

E-4 MOTOR CONTROL CENTER AND PANELBOARD SCHEDULE

E-5 ELEMENTARY WIRING DIAGRAMS AND ANALOG LOOPS

E-6 RAS VAULT ELECTRICAL DETAILS

WASTEWATER T

INDIAN HEALTH SERVICE

DI

I

I

II

PROJECT SITE II

LOCATION MAP

NOT TO SCALE

AREA MAP

NOT TO SCALE

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8Mot No.

H.ot_7_ CONCURRED BY: --JL!.Yl, DATE: IKWEMBER _I

~.,..&~L:w.

701C::~= =w;;:~ SlAl1U'.~Q8100.{.2OI)~

DIVISION OF SANITATION FACILITIES CONSn.

OFFICE OF ENVIRONMENTAL HEALTH

SEATTLE DlSmtCT OFFICE, SEATTLE, WA8tlNQTON

TULAUP INDIAN RESERVATION

WASTEWATER TREATMENT PLANT EXPANSION

GENERAL SYMBOLS. ABBREVIATIONS AND LEGEND

U.S. DEPARTMENT O.F HEALTH AND HUMAN SERVICES

INDIAN HEALTH SERVICE

PORTLAND AREA OFFICE, PORTLAND. OREGON

DESIGNED BY:~

DRAWN BY: .I.N.

Dilte

SEWER MANHOLE

FENCE (CYCLONE)

YARD HYDRANT

TYPE 1 CATCH BASIN

ASPHALT PAVEMENT

SEWER FORCE MAIN

SANITARY SEWER

WATER MAIN

CONTOUR UNE

SiORM DRAIN

GRAVITY DRAIN

WASlE ACllVATED SLUDGE

AIR PIPE

CLEANOUT

RETURN ACTIVATED SLUDGE

CHLORINE SOLUTION

DIGESTED SLUDGE

PROCESS WATER

1/4" FT. SLOPE 1/4" PER FOOT

~ F1.0W DIRECll0N (AIR. WATER)

181-¢- OPENING

~ GROUND

PIPE SECTION

~.~.. ~~..._.. CONCRElE SECTION

+ WATER SURFACE

GRAVEL

$ ELEVATION REFERENCE POINT

0 LEGEND/NOlE CALL OUTS

.. PIPE SUPPORT

(l) ELECTRICAL MAST

121 SQUARE SECTION

I!l1

PROPOSED

@CO

PW---

--F-- --s--

-x-x-x-

--A--·

--W--

--DS--

--0--

---WAS~

--RAS--

-60--

--28--

---c-_·

GENERAL SYMBOLS

WIDE-FLANGE SHAPE

SPACING CENTER ON CENTER

SIZE OF DEFORMED BAR

DIAMETER

RECTANGULAR SECTION

ANGLE

POWER I TELEPHONE I GUY POLE

TREES

CONCRETE CURB

FENCE (CYCLONE)

VALVE

BURIED ELECTRICAL

BURIED TELEPHONE

ASPHALT PAVEMENT

CONTOUR UNE

RETURN ACTIVATED SLUDGE

POLE WITH GUY WIRE

SHRUBS

WATER MAIN

GRAVITY DRAIN

SANITARY SEWER

STORM DRAIN (SIZE AS NOTED)

SANITARY SEWER FORCE MAIN

PLANT EFF1.UENT PiPE

PROCESS WATER

YARD HYDRANT

TYPE 1 CATCH BASIN OR CURB INLET

MONUMENT

BORING AND TEST PIT LOCATIONS

WATER METER

LUMINAIRE

ELECTRICAL OR TELEPHONE

JUNCTION BOX

MANHOLE

BUILDINGS

W

C

It

<t

CZJ

L.

CHANNEL

PLATE

CENTER UNE

.----DRAWING REFERENCE SYMBOL

~ SECTION. ELEVAllON OR DETAIL LETTER

REFERENCE

-0-

AI.

o o 'rj

I!ll lii'l

II

*o

EXISTING

--T--·

--30--

-RAS--

--PE--

--E--

--w--

--5--

--SD--

--PW--

-+!--l<--ll-

ABBREVIATIONS

AB ANCHOR BOLT J BOX

AC ASPHALT CONCRElE JUNCllON BOX

ADJ ADJUSTABLE

ADS CORRUGAlEO POLYETHYLENE PIPE AlSC AMERICAN INSllTUlE OF SlEa CONSTRUC1l0N L LENGTH ALTR ALTERNAlE LB POUND

AWM ALUMINUM LB/HR POUNDS PER HOUR

ANSI AMERICAN NAll0NAL STANDARDS INSllTUlE LF LINEAR FEET ASCE AMERICAN SOCIETY OF CIViL ENGiNEERS

ASPH ASPHALT

ASTM AMERICAN SOCIETY OF lESllNG AND MATERIALS ASSY ASSEMBLY MAG MAGNE1lC

AWS AMERICAN WELDING SOCIETY MAX MAXIMUM

MOO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MFGR, MFR MANUFACTURER

BD BOARD MGD MILUON GALLONS PER DAY

BI BLACK IRON MGIL MILUGRAM PER LITER

BI..D F1.G BUND F1.ANGE MH MANHOLE

BLDG BUILDING MIN MINIMUM

BLK BLOCK MJ MECHANICAL JOINT

BOW BOTTOM OF WALL MO MID ORDINATE

BTWN BETWEEN

BVC BEGIN VERTICAL CURVE

N NORTH

NO NUMBER

CAP CORRUGAlED ALUMINUM PIPE NTS NOT TO SCALE

CB CORNER BAR. CATCH BASIN

CFM CUBIC FEET PER MINUTE

CI CAST iRON CLAR CLARifiER OC ON' CENTER

<t CENTER UNE OD OUTSIDE DIAMETER

CLR CLEARANCE OPNG OPENING

CMP CORRUGATED METAL PIPE OPP OPPOSITE

CMU CONCRETE MASONRY UNIT OSHA OCCUPATIONAL SAFETY AND HEALTH

CO CLEANOUT ADMINISTRATION

CONC CONCRETE

COND CONDUIT

CONN CONNECTION PE PLAIN END

CONT CONTRACTOR PERF PERFORATED

CONV CONVEYOR PLT. PL PLATE

CPLG COUPUNG PLYWD PLYWOOD

CY. CU YD CUBIC YARD POT POTABLE

CONllN CONTINUED PRV PRESSURE REDUCING VALVE

COP COPPER PS PUMP STATION

CP CORNER POST PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE iNCH

PSIG POUNDS PER SQUARE INCH GAUGE:

PVC POLYVlNYL CHLORIDE

01 DUCTILE IRON PVMT PAVEMENT

DIll. DIAMETER PVi POINT OF VERTICAL INTERSECTION

DIR DIRECTION

DISCH DISCHARGE

ON DOWN

DO DISSOLVED OXYGEN OT QUARTER

DP DlFFERENllAL PRESSURE QUAD QUADRANT

E EAST RAS RETURN ACTIVATED SLUDGE

Ell. EACH RD ROOF DRAIN

ECC ECCENTRIC RED REDUCER

EFF EFF1.UENT RElNF REINFORCE El. ELEV ELEVATION REQD REQUIRED a ELBOW RESTL REINFORCING STEEL aEc ELECTRlCAL RM ROOM £MERG EMERGENCY R/W RIGHT-OF-Wls..y

EXIST. EX EXISTING

EXP EXPANSION

c:w EACH WAY

EVC END VERTICAL CURVE S SOUTH, SLOPE

SCH SCHEDULE

SF SQUARE FEET

SHT SHEET

FAB FABRICATED SOC SOCKET

FCA FLANGED COUPUNG ADAPTER SP STATIC PRESSURE

FD FLOOR DRAIN SPECS SPEClFlCATIONS fiG FIGURE SQ SQUARE FIN fiNISHED SS STAINLESS STEa F1.G FLANGE STA STAllON

FLEX F1.EXIBLE S1'O STANDARD

F1. F1.0W UNE STL STEEL

F1.R FLOOR STRG STRONG

FPM FEET PER MINUTE

FT FEET

FT2 SQUA~E FEET

TAPD TAPERED

TC TOP OF CURB

TB TOP AND BOTTOM

GA GAUGE TOH TOTAL DYNAMIC HEAD

GALV GALVANIZED THRD THREADED

GEN GENERAL THRU THROUGH

Gl GALVANIZED IRON TK TANK

GOVT GOVERNMENT TOC TOP OF CONCRETE

GPO GALLONS PER DAY TOW TOP OF WALL

GPM GALLONS PER MINUTE TS TOTAL SCUDS

GRO GRADE TYP TYPICAL

GYP GYPSUM

GV GATE VALVE

GWB GYPSUM WALL BOARD

VC VERTICAL CURVE

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

H. HGT HEIGHT VS VOLATILE SOUDS

HEX HEXAGONAL

HORIZ HORIZONTAL

HP HORSEPOWER

HR HOUR W WIDTH, WEST

HOPE HIGH DENSITY POLYETHYLENE WI WITH

WAS WASTE ACTIVATED SLUDGE

we WIDE

10 INSIDE DIAMETER W/o WITHOUT IE INVERT ELEVAllON WS WATER SURFACE INF lNF1.UENT W>NM WELDED WIRE MESH INV INVERT WWF WELDED WIRE FABRlC liN ELEV INVERT ELEVATION

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CONSULTINe ENGtNEERS '1()l~"'lOO'JEMCWIH~2DO

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TUl.ALIP INDIAN RESERVATION

WASTEWATER TREATMENT PLANT EXPANSION

EXISTING PLANT SITE PLAN AND CONTOURS

U.S. DEPARTMENT OF HEALTH AND HUMAN SERVICES

INDIAN HEAl.TH SERVICE

PORTLAND AREA OFFICE, PORTLAND, OREGON

DESlQNED 8Y:~ CONCURRED BY: J.P w 8hwt No.

DRAWIiI BY: MJLI. DATE: IIO\'EMBiR 1191 .i:::!..of_7_

DIVISION OF SANITATION FACILITIES CONSTR. ::g::::

OFFICE OF EJlMRONMENTAL HEALTH ::g =:;:

SEATTLE DISTRICT OFFICE, BEATn.E. WA8tlNGTON ProJltct No.

DIm

~~~Ii''''

'0.

SITE PLAN

H.JJl.

SCALE: 1"=20'

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DATE: NOVEIlIIIIUl-ltH

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RevisionNo.

TULAUP INDIAN RESERVAnON

WASTEWATER TREATMENT PLANT EXPANSION

PROCESS SCHEMATIC AND DESIGN CRITERIA

DIVISION OF SANITATION FACILITIES CONSTR'j PO -.718 OFFICE OF EIMRONMENTAL HEAlTH :g :::=

SEATTLE DISTRICT OFFICE, SEATTLE. WASHINGTON . Project No.

U.S. DEPARTMENT OF HEALTH AND HUMAN SERVICES

INDIAN HEALTH SERVICE

PORTLAND AREA OFFICE, PORTLAND. OREGON

DESIGNED BY,~

DRAWN BY: ..IJ.I.

Date

PLANT EFFLUENT

TO OUTFALL

METERING

PUMP

EXISTING

POLYMER

SYSTEM

DAY

TANK

EXISTING

CHLORINE CONTACT

TANK

(MODIFIED)

SAMPLER

AIR -CC)

CEROBIC DIGESTER

BLOWER

• AUGER SCREW PRESS

I.~ n",<ENED 5U!£.GE.1!!~ _rll-------r--IM ~ L.. _ lL..~~RI:£!.Cl£.. - -+::.::>I- - l ll::I I DIGESTED SLUDGE TO TRUCK'''~''~'~'' n ~ ,Jl----t:,,--i I

;~~;:g L ':~:- - - -I T~ R

DIGESTER SLUDGE PUMP U

------,1 ~~~P !I 'Q-{]'

"'XERW ~ ".. ~~~ ~~~

CHLORINE

CLARIFIER EFFLUENT

ClARIFIER EFFWENT

NEW

SECONDARY

CLARIFIER

(QTY. 2)

100 GAL

264 GAL

245 SF

9FT

17,100 GAL

80 MIN

27 MIN

30 GPM x 173' (TOH)

5 HP

;3

MAGNE11C

4"

24' L x 20' W x 12' D

10FT

35,904 GAL

150 SCFM

ROTARY LOBE

150 CFM 02.750 RPM

4.5 PSl

5 HP

PROCESS SCHEMATIC

PROGRESSING CAVITY

150 GPM 025 FT TOH

5 HI"

6"

EFFLUENT ~

--0

NEW-- P t RAS PUUP . 'AS--l

L _

OXIDATION

EXISTING

SECONDARY

CLARIFIER

(OTY. 2)

WASr -;I~;;;I;: l

L------y:;~:)-----------l

L_~L~T_.....J

,~I~_.~ H_ I

WAS I [NEW ~

o I RAS PUMP t I ~RETU!!!,.ACnVA.E!' ...J

SLUDGE (RAS)

2~..J._

AIR GAP. WATER TANK (NEW)

QUANTITY

VOLUME

PRESSURE WATE~ TANK (NEW)

QUANllTY

VOLUME

CHLORINE CONTACT TANK (EXISllNG)

QUANTII(

DIMENSIONS

SURFACE AREA - EACH TANK

SIDE WATER DEPTH

VOlUME/EACH

HYDRAUUC RESIDENCE

INCLUDING OUTFALL PERMITTED FLOW

PEAK FLOW HYDRAUUC RESIDENCE llME

MAKE-UP WATER PUMP (NEW)

QUANTITY

CAPACITY

HORSEPOWER

AEROBIC DIGESTER BLOWERS (EXlS"l1NG)

QUANTITY

l"YPE

CAPACITY/BLOWER

DISCHARGE PRESSURE

HORSEPOWER

AEROBIC DIGESTERS (EXISTING)

QUANTITY OF TANKS

DIMENSIONS

SIDE WATER DEPTH

VOLUME/TANK

AIR REQUIREMENT/TANK

RAS/WAS fLOW METERS (EXISllNG)

QUANTII(

TYPE

SIZE

DIGESTED SLUDGE PUMP (EXISTING)

QUANTITY

TYPE

CAPACITY .. IDH

HORSEPOWER

DISCHARGE

EXISTING

OXIDATION DITCH

NEW

OXIDATION DITCH

MAGNETIC

4"

1,200 o

ROTATING PIPE

6" DIA x 6'-8" LONG

DIAPHRAGM

20 GpM x 20 FT (TOH)

1 HI"

SURFACE ROTOR

18' L

15 HP

CIRCULAR, CENTER FEED

29 FT

12 FT

63,450 GAL

660 SF

650 SF

308,000 GPO

12 FT

100' L X 39' W X 14' 0

315,000 GAL

2.500 MGIL

18 DAYS

OPEN GHANN!:.L,GYUNIJRICAL

ULTRASONIC

EXIST. 6" PARSHALL FLUME

DRY PIT, CENTRIFUGAL NON-CLOG

107 GPM x 19 FT (TOH)

1.5 HP

NEW

FLOW METER

NEW FLOW

METER

EXISTING

PARSHALL

FLUME

MECHANICAL FINE SCREEN (EXISTING)

QUANllTY

CAPACITY

BAR SPACING

l"YPE

HORSEPOWER

AERATORS (NEW)

QUANllTY

TYPE

DIMENSIONS

HORSEPOWER

OXIDA110N DITCH (NEW)

QUANllTY SlDE WATER DEPiH DIMENSlONS

VOWME

MlSS CONCENTRA110N (AVERAGE:)

SOUOS RETENllON

SECONDARY CLARIFIERS (NEW)

QUANl1TY

TYPE

DIAMETER

SIDE WATER DEPTH

YOWME!E:ACH

SURFACE AREA

TOTAL

EFFECTIVE SETTLING

CAPACITY

RETURN ACTIVATED SLUDGE PUMP (NEW)

QUANllTY l"YPE

CAPACITY

HORSEPOWER

SCUM PUMP (NEW)

QUAN"l1TY l"YPE CAPACITY (0 5FT SUCTION uFT)

HORSEPOWER

CHLORINE CONTACT CHAMBER SKIMMER (NEW)

QUANllTY

TYPE

DIMENSlONS

OXlCATION DITCH INFLUENT FLOW METER (NEW)

QUANTITY

l"YPE

SIZE

RAS FlOW METERS (NEW)

QUANllTY

TYPE

SIZE

PLANT INFLUENT FLOW METER (NEW)

QUANTITY

TYPE

LOCATION

EXISTING

HEADWORKS

(MODIFIED)

EXISTING BYPASS

I

GRIT

TO

DISPOSAL

PROPANE

60 KW

660 SF

510 SF

308,000 GPO

SURFACE ROTOR

10' L

15 HI"

CRITERIA

VERTICAL AUGER

40 GPM

750 LBS/HR

3 HP

225 GAL

12 LBS/DAY

DIAPHRAM/208 GPH

20 LBS/DAY

1.0 - 20 LBS/DAY

AUTOMATIC FLOW PACED

MANUAL

INFLUENT FROM

PUMP STA110N #3

DESIGN

AERATORS (EXISTING)

QUANllTY

TYPE

DIMENSIONS

HORSEPOINER

SECONDARY CLARIFIERS (EXISTING)

QUANTITY

TYPE CIRCULAR, I"'I:.KWHI:.t<AL

DIAMETER

SlOE WATER DEPiH

VOWME/E:ACH

SURFACE AREA

TOTAL

EFFECllVE SETTLING

CAPACITY

CHLORINATOR EQUIPMENT (EXISTING)

QUANTITY

FLOW PACED CHLORINATOR

STANDBY MANUAL CHLORINATOR

CAPACITYlEACH

CAPACITY RANGE/E:ACH

CONTROL MODE

FLOW PACED CHLORINATOR

STANDBY CHLORINATOR

POLYMER SYSTEM (EXISTING)

QUAN11TY

VOlUME/TANK

AVERAGE POLYMER USAGE

MElERING PUMP TYPE/CAPACITY

SLUDGE SCREW PRESS (EXISTING)

QUANTITY

TYPE

FLOW CAPACITY

SCUDS CAPACITY

HORSEPOINER

OXIDATION DITCH (EXISTING)

QUANllTY SIDE WATER DEPiH

DIMENSIONS 94.5' L X

VOLUME

MLSS CONCENTRAllON (AVERAGE)

SOUDS RETENTION

CONTROL BUILDING AUXlUARY GENERATOR (EXISTING)

QUANTITY

TYPE

RATING

BLOWER BUILD1NG AUXlUARY GENERATOR (EXISllNG)

QUANTITY

TYPE

RATING

DEGRITTER EQUIPMENT (EXISTING)

QUANTITY

CAPACITY RANGE

HEADLOSS OVER CAPACITY RANGE

TYPE STEEL

8'

CHAINUNK FENCE FAeRie

4" DIA x 12" STL SLEEVE

FOR FENCE POST

RETAINING WALL

Gw:r&C>.iL all.'lllW&\; Ia.D.

_~==::s_a;.uu,__... ........, TULAI.IP INDIAN RESERVATION

WASTEWATER TREATMENT PLANT EXPANSION

SITE PLAN AND MODIFICATIONS

ELEYUIQN

Wl5lW'II:U In:~ \Alft\iumu:u DY:~

DRAWN BY: M.L.8 DATE: NOY'W'P 19"

DIVISION Of SANITATION FACILITIES CONSTR.

OFFICE OF ENVIROMMENTAt HEAlTtl

SEATTLE DlBTJUCT OFFICE. SEATTlE, WASHINGTON

U.S. DEPARTMENT Of HEAL.TH AND HUMAN SERVICES

INDIAN HEAL.TH SERVICE

PORTL.AND AREA OFfiCE, PORTLAND, OREGON

TYPICAL FENCE DETAilS

NOT TO SCALE

NOTES:

1. CHAlNUNK FENCE SHALL BE FURNISHED .& INSTALLED AC"COROiNG ro THE WASHINGTON STATE DEPARTMENT OF TRANS

PORTA110N STANDARD SPECIFICATIONS 1994 FOR CHAINUNK

FENCE TYPE 1 AS DETAILED ON STANDARD PLANS L-2 Be L-3.

2. CONTRACTOR SHALL REMOVE ALL TREES IN AREA OF NEW

CONSTRUC1l0N. CONTRACTOR SHALL OBTAIN PROJECT ENGlNEERS APPROVAL OF TREE REMOVAL PLAN

PRIOR TO START OF THIS CLEARING WORK.

Y

NEW RETAINING

WAU.. wi TOP FENCE

SEE DETAIL THIS SHEET

7/"2- THICK PINK ROCI< SURFACING

I ON DISTURBED AREA WITHOUT

j/

I :SPHALT PAVEMENT.

I I . I

!Ve'", I I ~~ I I ~~~ ~~~a... I r-4if.5O

SITE PLAN

4tl"8JON

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By

TYP.

STANDARD

CONCURRED BY: J.P.W.

DATE: IIOVB!BI!R 189f

Revlslon

0..&01 ,Lac.

CQHS1JL11HG~

101~"'1lQU:MJInI'IlMTE:200 llE.....rn,E,w.li!HMOlOH..,"·(208)~

NJ).

YARD PIPING PLAN

TULAUP INDIAN RESERVATION

WASTEWATER TREATMENT PlANT EXPANSION

YARD PIPING PLAN

I r 1 J J

SCALE: 1"=10'-0'

DIVISION OF SANITATION FACILITIES CONSTR'j PO 85-718

OFFICE OF EIMRONMII!NTAL HEALTH : :::::

SEATTLE DISTRICT OFFICE, 8EATTt.E, WA8HINGITON Project No.

U.S. DEPARTMENT OF HEALTH AND HUMAN SERVICES

INDIAN HEALTtl SERVICE

PORTlAND AREA OFFICE, PORTLAND, OREGON

PESIGHED BY:~

PRAWN BY: .LI.L

Pata

1. ALL 4" SCUM UNES

SHALL BE GLASS UNED, UNLESS

OTHERWISE NOTED.

2. EXPOSED INFLUENT, EFFLUENT,RAS

Be WAS PIPING SHALL BE PROVIDED WITH 2" fiBERGLASS iNSULATION

WITH 0.016 ALUMINUM JACKET.

3. PROVlDE RETAINER GLANDS FOR

ALL MECHANICAL JOINTS.

4. CONTRACTOR SHALL VERIFY LOCATION

OF AND PROTECT EXiSTING BURIED UTIUTIES DURING NEW CONSTRUCilON.

NEW

OXIDATION

DITCH

EXISTING

OXIDATION

DITCH

w---- W _ u

D

AVENUE

f------X I I ,/

SEE DETAIL "1·

THIS SHEET

EXISTING

CONTROL

BUILDING

MISSION

DAYUGHT TO STORM DRAIN

DITCH &: PROVIDE 1 CY 3"

ROCK SPALL

-~'---------(\-----"('---~T------~L--...,L---;;L-".D--_---~~c:---_._~-2 ~ !:===::::=:l:~=:y!-------------,a--- w W'

~ ( ~ I

REPLACE EXISTING

12"x90' C! WI

12"X12"X12" OJ TEE

MJxMJxMJ

'"3\jt\r..........'

NEW 4" WAS

PLAN

EXISTING 4" 01 WAS

i--NEW FLEXIBLE COUPUNG

--- NEW 4" 01 SPOOL

PE X PE, L=l'-0"

,--- NEW 4" X 4" WYE

MJ X MJ

il

DETAIL • PLAN

SECTION A

DETAIL

3!S"=1'-()

NEW 2" PVC PIPE

EXISTING NEW 1 1/2" X 2"

1 1!2" PVC PIP1 MALE ADAPTER, REDUCING

c_= ~

N,,"'A/ • < I"" TrC EXISTING ...... , 'I' ......... J \ 1 liz" PVC PIPE

~~~G: 1!2" SPOOL, L NEW 1 1!2" UNION

12" x 90' 01, MJxMJ

ONE END TURN UP 45'

NOT TO SCALE

II

II

II

~ EXISTING 4" 01 WAS

L

! I EXIST. 12" TO EXIST ltD

C.HLQRINE CONTACT....,... I

TANK I

REPLACE EXISTING

12"x90' C! W!

12"x12")(12" OJ TEE MJxMJxMJ _ _I

"'t1~ t"'"~ >$iZ> x::d

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Project No.

PO 85-7'18

PO e4-849 PO ae-l!I23

3. ALL TEMPORARY SILTATION SHALL BE

MAINTAINED IN A SATISFACTORY

CONDITION UNTIL SUCH TIME THAT

CLEARING AND/OR CONSTRUCTION IS

COMPLETED AND SURFACE RESTORAllON

HAS BEEN COMPLETED

4. RETURN SlLTATION CONTROL AREAS TO

ORIGINAL GROUND CONDITIONS.

1:!QIfSl.

1. WHERE POSSIBLE, MNNTAIN NATURAL

VEGETATION FOR SILT CONTROL

2. TEMPORARY SILTATION TO BE CONSTRUCTED

BY PLACING fiLTER FABRIC FENCES ACROSS SWALES UTIUZlNG fiLTER SYSTEM PRIOR

TO DISCHARGE

ReYlslon

4'i!It a...w&0.1--. I-:..

.:-==:S..

NATURAL VEGETATION

TULALIP INDiAN RESERVATION

WASTEWATER TREATMENTPLANTEXPANSIOH

GENERAL MISCELLANEOUS OfTAILS

ELEVATION

8EATTU: DISTRICT OFFICE, seATTLE, WA8l'IlNGT08ll

DMSION OF SANITATiON FACILITIES CONSTR.

OFFICE OF ENVIRONMENTJIlL NEAl.TH

DESIGNED BY:~ CONCURRED BY:~

DRAWH BY: US. DATE' NO~~

Date

U.S. DEPARTMIENT OF HEALTI-I AND HUMAN SERVICES

INDIAN HEALTH SERVICE

PORTLAND AREA OFFICE, PORTLAND, OREGON

4.

2. TEMPORARY SILTATION AND DETENTION PONDS TO BE

CONSTRUCTED BY PLACING STRAW BALES OR FILTER FABRIC

FENCES ACROSS SWALES. PONDS SHALL BE CONSTRUCTED

TO PROVIDE 2 CUBIC FEET OF SETTUNG POND PER 50

SQUARE FlEET OF CLEARED AREA TRIBUTARY TO THE POND.

3. CONSTRUCT ROCK CHECK DAMS IN OPEN DITCHES AS

REQUIRED;

5. RETURN SILTATiON CONTROl AREAS TO ORiGiNAL GROIJND CONDiTIONS.

NOTES:

2"

AT

OR

TWO STAKES PER BALE

TO MAINTAIN POSITION

AS REQUIRED

NEW!-Y GRADED OR

DISTURBED SIDE SLOPE

1" NOZza OUTLET

.--MAINGUARD 2" POST HYDRANT

DETAIL

~ Fe, ( 2" BRASS STREET "LW

M.Q.IE;.

4" OF 5/8" MINUS CRUSHED

ROCK SURFACING MAY BE

USED IN UEU OF 3" A.T.B. FOR

ASPHALT DRIVEWAY REPAIR

2" BRASS STREET "L"

PLATFORM

MAINGUARD 2" POST HYDRANT

UNDISTURBED EARTH

MIN. 6" COMPACTED

THICKNESS, CRUSHED

SURFACING TOP COARSE

CRUSHED DRAIN

ROCK 1/2 CY MIN

2"MINIMUM ASPHAl,.T~ hA~H£noo PA_T~rCLEAN. AND TACK ALLCONCRETE CLASS B" 6'-0" . ASPHALT EDGES PRIOR TO

THICKNESS TO BE EQUAL . PAVING. SEAL ALL JOINTS

~~IS~N~f~~~rAN . 6" 6' ~Flf~lrr~1~~;U:TCSS-1

E.DGE=~_TQ..BE ~ \. I I I

COMPACTED BACKFILL CONSISTING

OF EXCAVATED MATERIAL OR

GRAVEL BASE AS DIRECTED

3" ASPHALT TREATED BASE

FE

fri Cl

IE

BOlTS o

7110'

/12. 1

BACKfiLL MATERIAL CONSISTING

OF EXCAVATED MATERIAL OR

GRAVEL BASE

FlNISHED GRADE

ELEVATION

FOUNDATION GRAVEL

CONCRETE MOUND

6" X 8'-0" LONG CONCRETE

FILLED SCH. 40 STEEL PIPE

ROUND TOP AND PAINT

EXPOSED PORTION OF PIPE.

PAINT "SAFETY YELLOW"

2000# CONCRETE

FINISHED GRADE~

t3

FE

fbo

3/S"¢ V-BOLT,

GALV.

4""4"x1/4"

6" X 24" DIA.

CONC. COLLAR

PLAN

FOUNDATION GRAVEL'

FOR UNSTABLE

CONDIi10NS

~~~eEt1tA~'

FINISHED GRADE

fiNISHED GRADE

PVC PIPE

It

~§~~~rBCEKFILl~DDING

5/8"¢ 5.S.

W/ NUT

ASPHALT PAVEMENT

ee

I-tj o I \0 ,J;;;..

I

.,j;;o,.

\C

OC

I I

OO\,:

\CfJ I I til N W ts i"!'j en I-io '2

I.

J::iQIES.;.

1. WHERE POSSIBLE, MAINTAIN NATURAL

VEGETATION FOR SILT CONTROL

2. TEMPORARY SILTATION TO BE CONSTRUCTED'

BY PLACING ALTER FABRIC FENCES ACROSS

SWALES UTlUZlNG ALTER S'l'STEM PRIOR

TO DISCHARGE

3. ALL TEMPORARY SILTATION SHALL BE

MAINTAINED IN A SATlSlFACTORY

CONDI110N UNTIL SUCH TIME THAT

CLEARING AND/OR CONSTRUCTION IS

COMPLETED AND SURFACE RESTORATION

HAS BEEN COMPLETE!)

4. RETURN SlLT'ATlON CONTROL AREAS TO

ORIGINAL GROUND CONDITIONS,

2" )( 2" x 2" )( 14 GA.

~EDWIRE FABRIC

OR EQUAL

Re¥lelon

0..,..&:01 I-

-~===~EIt1'I&.__.c. ___

No.

TULAUP .INDIAN .RESERVATION

WASTEWATER TREATMENT PLANT EXPAN8Km

GEHERAlMISCEllANEOU8 DETAILS

-~ U 1

BOTTOM OF ALTER

I"ABRIe tolATERIAL IN 8" )( 8" otTCH

ELEVATION

Date

STAPLES OR WIRE

RINGS FOR SECURING

FABRIC TO 2" )( '1-"

(TYPICAL)

4. ALL TEMPORARY EROSION CONTROL STRUCTURES SHALL BE MAINTAINED

IN .SATISFACTORY CONDIllON UNllL CLEARING AND/OR CONSTRUCTION IS COMPLETED AND SURFAcE: RESTORATION HAS BEEN COMPLETED.

5. RETURN SILTATION CONTROL AREAS TO ORIGINAL GROUND CONDITIONS.

ELEVATION

STRAW BALE DAM

NOT TO SCALE

U.S. DEPARTIllENT OF HEALTH AND HUMAN SERVICES

INDIAN HEALTH SERVICE

PORTLAND AREA OFFICE, PORTLAND, OREGON

NOTES:

1. WHERE POSSIBLE, MAINTAIN NATURAL VEGETAllON

FOR ,SILT CONTROL

2. TEMPORARY SILTATION AND DETENTION PONDS TO BE

CONSTRUCTE:D BY PLACING STRAW BALES OR ALTER FABRIC

FENCES ACROSS SWALES. PONDS SHALL BE CONSTRUCTED

TO PROVIDE 2 CUBIC FEET OF SETTUNG POND PER 50

SQUARE FEET OF CLEARED AREA TRIBUTARY TO THE POND.

3. CONSTRUCT ROCK CHECK DAMS IN OPEN DITCHES AS

REQUIRED.

2" )( 4" DOUGLI\S RR

AT 4' O.C. NO. 1 GRADE

OR EQUAL

TWO STAKES PER BALE

TO MAINTAIN POSITION

AS REQUIRED

FILTER FABRIC MATERIAL

1" NOZZEL OU1LET

MQJ.t.;..

CONTRACTOR TO SAW CUT, CLEAN

AND TACK EDGE OF EXISTING ASPHALT

WITH SEALER CSS1, AND SEAL JOINT

WITH HOT ASPHALT AR4000W.

.. 'ib:ac «;i 2" BRASS STREET "L"

1" NOZZEL 0lJTL£T

SUPPORT SEE DETAIL

1MIS SHEET

MAINGUARD 2" POST HYDRANT

MIN. 6" COMPACTED

THICKNESS, CRUSHED

SURFACING TOP COARSE

ASPHALT PAYEMEN,. SECTION

NOT TO SCALE

CRUSHED DRAIN

ROCK 1/2 CY MIN

ASPHALT PAVEMENT

REPAiR WiTHOUT OVERLAY

NOT TO SCALE

PLATFORM

Z"MINIMU1M ASPHAI T.~h. A.GEe S.ECTION. PA_TU~IT n'LEA" A".... TAC" ALLCONCRETE CLASS 'Jie" , " r""'''J I "THICKNESS TO BE EQUAL 6 -0 ASPHALT EDGES PRIOR TO

TO OR GREATER THAN PAVING. SEAL ALL JOINTS

EXlSllNGASPKALT 6" .' 6" . ~F(;:&I~~~;'~:TCSS-1

ALL EDGES TO BE~ I

~~t"3P~"""" ~ .~~T 10 PA""""T -~. f\M&i XA X~ XX XX1

• cf/I . dti6 ' '..,~ 3" ASPHALT TREATED BASE .', t:IQIE;..

d15J. @ . '" Of 'I'" "'NUS CRUSH". , . ROCK SURFACING MAYBE ","".<clEO B'CI<FlLL CONSS11NG ~ U!<D 'N LJEU Of ," AT.B. FO.

OF EXCAVATED,MATERIAL OR ASPHALT DRIVEWAY REPAIR

GRAVEL BASE AS DIRECTED

ASPHALT WEDGE

CURB WHERE NOTED

ON PLANS

iii!

fBo

CRUSHED DRAIN

ROCK 1/2 CY MIN

'b I

':.t

FINISHED GRADE

BACKFILL MATERIAL CONSISTING=1- 9

~A~~A~~ MATERIAL OR .. '. .:~

SPECIAL PRECAUTIONS TO ~ilJr'" PROTECT PIPE TO THISLEYEl.. ~ -

HAND-PLACE.0, COMPACTED~·. .... dti6 '. fz: _ GRAVEL BASE, AS DlREClED' •

DUCTILE IRON PIPE--~ • 4fij

FOUNDAiiON GRAvE,.

BOLLARD DETAIL

SCALE: 1/2" - 1'-0"

W12"

MIN.

2000# CONCRETE

CONCRETE MOUND

S" X S'-O" LONG CONCRETE

FILLED SCH. 40 STEEL PIPE

ROUND TOP AND PAINT

EXPOSED PORTION OF PIPE.

PAINT "SAFETY YELLOw"

FINISHED GRADE

i£

It 4"x4")(1/4"

S" X 24" DIA.

CONC. COLLAR

SANITARY SEWER CLEANOUT

NOT TO SCALE

BACKFlLL MATERIAL CONSlSllNG OF

EXCAVATED MATERIAL

OR GRAVEL BASE

FINISHED GRADE

FOUNDATiON GRAVEl.:

FOR UNSTABLE

CONDlllONS

PVC PIPE

HAND-PLAGRAVEL B~' COMPACTED

2_W~~t;

~~rCKflu.~'ttff~-

BEDDING

FINISHED GRADE

5/8"41 S.S.

W/NUT -I'

3-

~ 'v, • DESIGNED BY: ---f&&..- CONCURRED BY:~

({ DRAWN BY: y8. DATE: NOYEWIR 1ft§

3 DIViSiON OF SANITATION FACIUTES CQNSTR.

5- OFFICE OF SMRONMilNTAL HEALTH ::E SEATTU! DlGTRlCT 0FJfICI:, RATTI.E, WA8liiNGT0iI

""'3

CJ')

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B

Sheet No.

PO 8G-71e

PO 84-848

PO 89-1523

Project No.

CONCURRED BY:~

DATE: NOy&mER 11ft

Revlalon

Ci!I» G:awr-&o.a--, Lao.

OOHSlLllNO_ JOt ..

B1'RZ,_ ~....a-

TULALIP INDIAN RESER"ATlON

WASTEWATER TREATMENT PLANT EXPANSION

GENERAL STRUCTURAL NOTES AND DETAILS

DIVISION OF 8ANITATIOM FACILITIES COMSTR.

OFfICE OF I!!tMRONMI!NTAL HEALTIt

SEATTLE DISTRICT OFFICE, SEAT'1'LE, WA8K1HGTON

DESIGNED BY; CUUoI.

DRAWN BY: B::J",Q

Date

REINFORCING STEEL

DEFORMED BARS: ASlM A615, GRADE 40 FOR 13; GRADE 60 fOR #4 &: LARGl::R.

SECURELY 11E IN PLACE WITH DOUBLE ANNEALED 16 GAUGE IRON WIRE OR APPROVED CUPS.

uNlESS OTHERWISE NOTED ON THESE DRAWINGS, PROVIDE CLEAR EMBEDMENT AT

REINFORCING BARS AS FOLLOWS:

CONCRETE CAST AGAINST SOIL = 3".

FORMED CONCRETE AGAINST SOIL - 2".

WALLS. COLUMNS AND BEAMS EXPOSED TO WEATHl::R = 2"•

WALLS, COLUMNS AND BEAMS NOT EXPOSED TO WEATHER = 1 1/2"

SLAB ON GRADE 2".

WELDING OF REINFORCING BARS NOT PERMITTED.

SHA~ PLA1'ES AND BARS: AS,"; A36f FY36 KSI.

BOLTS: ASTM A325 HIGH STRENGTH BOLTS (H.S.B.) UNLESS NOTED AS ASTM AJ07

MACHINE BOLTS (M.B.).

WHERE HIGH STRENGTH BOLTS ARE USED, THEY SHALL BE INSTALLED WlTH LOAD

INDICATOR DEVICES (LOAD INDICATOR WASHERS OR SNAP-OFF HEADS).

EXPANSION BOLTS (E.B.): "HILTI KWiK BOL1" OR APPROVED EQUAL FLUSH EXPANSION ANCHORS: "HI!.ll DROP IN ANCHOR" OR APPROIiED EQUAL

ADHESIVE ANCHORS: "HIL11 HVA" OR APPROVED EQUAL

WELDING ELECTRODES OR WIRES: AWS A5.1 OR AS.S. E70XX; AWS ,0.5.17, E70S-X; AWS

A5.20,.E7XT-X.

ERECTION AND FABRICATION IN ACCORDANCE WITH AISC "SPECIFICA1l0NS FOR

DESIGN. FABRICATION AND EREC110N OF STRUCTURAL STEEL FOR BUILDINGS".

WELDING SHALL CONFORM TO AWS "CODE FOR ARC AND GAS WELDING IN BUILDING

CONSTRUCllON". ALL WELDING SHALL BE PERFORMED BY AVr'S CERnAED WELDERS.

ALL CQWMNS AND BEAMS TO BE FROM UNSPLICED LENGTHS UNLESS NOTED

OTHERWISE ON THE ORAWINGS. SUBMIT SHOP DRAWINGS SHOWING SIZES, DIMENSIONS

AND REQUIRED CONNECTION DETAILS FOR REVIEW BY THE ENGINEER PRIOR TO

fABRiCATION.

GENERAL

THE GENERAL CONTRACTOR SHALL IiERIFY ALL DIMENSIONS AND SITE CONDITIONS

BEFORE STARTING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY.

USE DETAIL MARKED "TYPICAL" WHEREIiER APPUCABLE. CHANGES, OMISSIONS OR

SUBS11TUTIONS ARE NOT PERMITTED WITHOUT 'NRITTEN APPROVAL OF THE ENGINEER.

REFER TO THE SPECIFICATIONS FOR FURTHl::R REQUIREMENTS.

ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDmON OF THE

UNIFORM BUILDING CODE.

THE DESIGN. ADEQUACY AND SAFETY OF l::REC110N BRACING, SHORING. TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSlBlUTY OF THE CONlRACTOR. AND HAS NOT BEEN CONSIDERED BY THE ENGINEER Of RECORD. THE CONlRACTOR IS RESPONSIBLE FOR THE STABIUTY OF THE STRUCTURE PRIOR TO THE CQI,lPLE11ON OF BACKFlWNG AND INSTALLATION OF EQUIPMENT. THE CONlRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABIUTY PRIOR TO THE APPUCATION OF THE ABOIiE

MENTIONED COMPONENTS.

THE GENl::RAL NOTES APPLY TO ALL STRUCTURES UNLESS NOTED OTHl::RWlSE (U,N.O.).

LOCA11ON AND SIZE OF ANCHOR BOLTS FOR SPECIFIC EQUIPMENT SHALL BE SPECIFIED

BY THE VENDOR. CONTRACTOR SHALL COORDINATE LOCA11ONS OF STRUCTURAL

OPENINGS. PENETRATIONS AND EMBEDED ITEMS WITH THE MECHANICAL,

ARCHITECTURAL, ELECTRICAL, PWMBING AND VlENTILA11ON SECTIONS OF THE

DRAWINGS AND WITH SUPPUERS AND SUBCONTRACTORS AS MAY BE REQUIREO.

SHOP pRAWlNGS

SHOP DRAWINGS. WHl::RE REQUIRED. SHALL BE CHECKED AND APPROIiEO BY THE GENl::RAL CONTRACTOR PRIOR TO SUBMITTING fOR ENGlNEt:R REVIEW. GENl::RAL CONTRACTOR IS RESPONSIBLE fOR VERIFICATION AND COORDINATION OF DIMENSIONS

AND DETAILS FOR EACH SUBCONTRACTOR.

FOUNPATION

DESIGN ALLOWABLE SOIL BEARING PRESSURE - 2,000 PSF. EXTEND ALL EXTERIOR

FOOTINGS 2'-0" MINIMUM BELOW FINISHED GRADE. BOTTOM OF ALl FOOTINGS TO BEAR ON NATIVE. INORGANIC, UNDISTURBED SOIL NO fOOllNG SHALL BEAR HIGHER

THAN 1 VERTICAL TO 1.5 HORIZONTAL SLOPE ABOVE ANY EXCAVATION, EXISTING OR

PLANNED. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING TO PRE\iENT

MOVEMENT OF WALLS IF BACKFILL IS PLACED BEFORE FLOOR SYSTEM IS IN PLACE.

THERE SHALL BE 95'; COMPACTION (ASlM 01557 MODIFIED PROCTOR DENSITY) OF ALl BACKFILL SOIL UNDl::R SLABS ON GRADE. REFERENCE GEOTECHNICAL REPORT: W-69 39-01

BY SHANNON & WILSON DATED MARCH 1995,

u.s. DEPARTMENT OF HEALTH AND HUMAN SERVICES

INDIAN HEALTH SERVICE

PORTLAND AREA OFFICE, PORTLAND, OREGON

GENERAL STRUCTURAL NOTES

STRUCTURAL AND MISC. STEEL

ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS.

MAXIMUM SLUMP: 3" FOR SLABS AND FOOTINGS; 4" FOR WALLS. COLUMNS AND BEAMS.

CONSTRUCTION TO BE IN ACCORDANCE WITH ACI 318-89. "PART 2 - STANDARDS FOR

TESTS A.NQ MATERIALS" ANO"PART 3 - CONSTRUCTION REQUIREMENTs".

1 1/2"

·C"

"V" BAR

"W" BAR

I

PROVIDE FREE-DRAINING

BACKFILL FOR 1'-0" MIN.

BEHIND WALL

2"1li WEEP

HOLES 0 1'-0"

3 1/2"

NOT TO SCALE

SECTION

#5 REBAR

KEY JOINT EXTERIOR WALL ®

NOT TO SCALE

FENCE POST SLEEVE - DETAll(I)

NOT TO SCALE

RETAINING WALL SCHEDULE

0 14'...;.10· 1'=0· 2'-6" #4012 #4012 I#401 2 #40121 #4016

0 Is'-o" 1'-4' 4'-2" #6012 #6012 #4018 #60121 #4012

0 17'-0" 4'-2" #608 1608 #4010 #8081#4012

"r ir:

"H" I BASE

7fcP" 15'-10"' 10- 8'-0·

9~(r17'-lOw , 10"

12'-0"

1<5'-o-j 4'-0·

CORNER BAR

WALL REBAR

DOWELS (SEE PLAN)

PVC WATERSTOP AS

NOTED ON SECTION

1/2"

ONAL CHAMFER,

ETAIL@

3 1/2"

SEE LAP:>t:.t.. L..f\t"

SCHEDULE

5~w w:I:wu //)1/)

A

REINFORCING STEEL AT WAll INTERSECTION

DOUBLE CURTAIM)a

NOT TO SCALE TYP

KEY JOINT INTERIOR WALL W

NOT TO SCALE

LAP SCHEDULE

LAP

BEND TOP BARS TO PROVIDE

1-INCH MINIMUM CLEARANCE

BELOW THE WATERSTOP.

SEE TYPICAL LAP SCHEDULE

FOR MINIMUM SPLICE.

1Tf ~t==O==1

INTERSECTION

CHAMFER E2

NOT TO SCALE TYP

TYPICAL LAP SCHEDULE

UNLESS NOTED OTHER~SE(3

NOT TO SCALE TYP

CORNt:R BAR

SEE LAP

SCHEDULE

(OPTIONAL)

OPTIONAL

112"

1" X 1/2" OEEP. RUBBER SlEALANTt AT ALL WATt:R SIDES. RUBBl::R

SEALANT REQUIRED ON BOTH SIDES 1"

OF CENTER WALL

6~CS~~~~TOP AS NOTED~

NOMINAL 2 X 4 CONTINUOUS

KEYWAY

(C) BAR SIZE

, v )I 3

TYPE II

TYPE

CONSTRUCTION JOINTS W

NOT TO SCALE -

L-..l..--J

INTERSECTION

NOT TO SCALE

Q.I'~:5§ W:I:

PIPE PENETRATION REINFORCING DETAil

REINFORCING STEEL AT WAll INTERSECTION

(SINGLE CURTAIN) CM

NOT TO SCAl.! TYP

TYPE I

TYPE I

OPENING I BAR I BAR SIZE

SIZE (L)

(A)

0" - 12" 13" - 1a" 19 - 24 25" - 36" 36~-- ,,"

ALL BARS, EACH FACE. USE THESE BAR SIZES UNLESS OTHERWISE NOTED.

1" X 1/2" OEEP. RUBBER SEALANTt AT ALL WATt:R SIDES. RUBBER

SEALANT REQUIRED ON BOTH SIDES 1"

OF CENTER WALL

6~CJ~iFo~~TOP AS NOTED~

NOMINAL 2 X 4 CON11NUOUS

KEYWAY