998694_replace_piping_LGH_Housing_page_C42.pdf

FI NISHED GRADE

INSTALL NEW CLEANOUT AT

LOCATIONS DESIGN A TED

MATCH EXISTING SLOPE BUILDING

FOUNDATION

<~~~~~~~~~~~~~~~~~~~~~~~~~~ /~»~~~~~~~~~~~); ~'»>~~,>?Y,>?Y,>?Y,>?Y,>?Y/, ~~ '" ·'" ' ' /»-»>:

EXISTING

PIPE SLEEVE

Variab le

3' g u..

z ::; I \ w rJl

45°

22-1 /2' OR 45'

HDPE SWEEP

PROFILE

22-1/2' OR 45'

HDPE SWEEP

----CUT EXIS TING SANITARY

SERVICE SQUARE. CONNECT

NEW SERVICE W/ APPROVED

ADAP TOR AND REPAIR CLAMP.

6" DIAMETER HDPE

SANITARY SERVICE

BUILDING

FOUNDATION

~EXISTING

PIPE SLEEVE

~ 11 ~ ~ (~ I {... ,I I

6" DIAMETER HDPE

SANITARY SERVICE

PLAN VIEW

CUT EXISTING SANITARY

SERVICE SQUARE. CONNECT

NEW SERVICE W/ APPROVED

ADAP TOR AND REPAIR CLAMP.

INSTALL NEW CLEANOUT AT

NOTES: LOCATIONS DESIGNATED.

1. NEW CONNECTIONS TO BE 6" HOPE.

2. EXPOSE EXISTING SAN ITARY SERVICE TO CONFIRM LOCATION AND SIZE OF

EXISTING LIN E AND FITTI NGS BEFORE STARTI NG INSTALLATION.

1 \ Sanitary Sewer Pipe View 01.c2<rC41/ N TS

DE TECTABLE WARNING TAPE

5 MIL THICKNESS, FOI L

BACKED, 6" WIDE, LOCATE

24" TO 36" ABOVE PIPE

BEDDING

4" 0 D HOPE

SANITARY

SEWER PIPE

" ,._ .. __ . . .. ·· .. ··:., ": .· . .- . M' .· .. &: '' :- '·.'" ' ''.: · .. - ~yj;.

,:A .. · · .· ·· · ·.·.: .··· ·· ... v>.

PIPE EMBEDMEN

:;>>: Y, y, Y, Y, Y, )' ·' ,'( ,'2(('2((~ « «~0<.'<.r"

'-1 '-j 1---1 ·__,_, 4"

FIN ISH SURFACE PER

EXISTING CONDITIONS

BACKFILL

l()

6'

5'

EXCAVATION LI MIT

(A) TRENCH WALL SLOPES WILL VARY WI TH SOIL STRENGTH AND

CHARACTER ISTICS, AND SHALL CONFORM TO SAFETY STANDARDS.

(B) TRENCH BACKFILL SHALL MEET TH E REQUIREMENTS FOR TYPE II FILL

UNDER TRAVELED WAYS AND TYPE Ill FILL UNDER OTHER SURFACE CONDITIONS. ALL TYPE II AND TYPE Ill MA TER I AL SHALL BE COMPACTED

TO 95% OF MAXIMUM DRY DENSITY.

(C) SEE SPECIFICATIONS FOR BEDD ING REQUIREMENTS .

01-C2cl C41

Sanitary Sewer Trench View

NTS

Outside of manhole nside of manhole

Flow a

,d q

'~ • ,I

• q q

,d q

Concrete manhole walls

01-C20 C41

Watertight connection

___.-oell end of PVC pipe

__...-nDPE pipe inserted into bell end of PVC pipe

~ill void areas with low shrink hydraulic grout and form a seal between the manhole opening and the PVC pipe oncrete manhole bottom

NOTES:

1. ALL SANITARY SEWER MANHOLE

CONNECTIONS SHALL BE 100°/o

WATERTIGHT.

2. CONTRACTOR TO SUBMIT

WATERTIGHT "HOPE TO MANHOLE"

CONNECTION DETAIL TO COR FOR

APPROVAL PRIOR TO

CONSTRUCTION.

3. ALL PIPE SHALL EXTEND 2" INTO

MANHOLE.

HOPE pipe connection to manhole

NTS

CONSULTANTS

UNITID STAlI ENGINEERING O Cl~L

COAST GUAR UNIT

U. S. COAST GUARD

CIVIL ENGIN EERING UNI T

JUNEAU

CIVIL ENGINEERING UN IT - JUNEAU

709 W 9TH ST, ROOM 817

JUNEAU, AK 99802-5517

ISSUE

MARK I DA TE I DESCRIPTION

A/E PROJECT NO:

CAD FILE NAME:

DESIGNED BY: SLH

DRAWN BY: SLH

EDITED BY:

CHECKED BY: JLS

SCALE: AS SHOWN PLOT SCALE: 1" 1"

SHEET TITLE

Replace Piping LGH Housing MOQs Base Kodiak

Kodiak ALASKA Lower Government Housing

Civil

Sanitary Sewer Details

REVIEWED BY: !REVIEWED BY: !REVIEWED BY:

JLS LK BJG/LWK

DESIGN MGR. I PROJECT MGR. I BRANCH CHIEF

I

J C MCFERRAN, LCDR USCG

APPROVING OFFICER I DATE

PROJECT NUMBER I DRAWING NUMBER

9988694 024510

DISCIPLINE/SHT NO

C41 [SHEET 28 OF 32