sp_03 sanitary sewer plan_profile layout4-layout1 (1)

8
TACOMA COMMUNITY COLLEGE - UNDERGROUND UTILITIES TO BLDG 29 A PORTION OF SEC. 2, TWN. 20N, REG 2 E., WM CITY OF TACOMA, PIERCE COUNTY, WA SSMH RIM=98.29' IE=89.79' S B.1 SS.01 POINT 11 STORM SEWER CLEANOUT 100.25' 120 110 100 90 80 70 120 110 100 90 80 70 98.29' 101.11' 2.33% 3'MIN COVER SEC. 7-09.3(5) SLOPE @ 2.00% INSTALL DROP CONNECTION (SEE D1) EXISTING STORM LINE @ 97.44' CONNECT TO EXISTING 8" PVC BY OTHERS (SEE C1) 95.44' 93.02' A UTILITY CROSSING 18" MIN 10.00" B.1. CROSS-SECTION OF PROPOSED SEWER LINE 12.00" 24.00" 24.00" D1: DROP CONNECTION AT MANHOLE LEGEND EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING SITE PLAN PROPOSED SIDE SEWER CLEANOUT 1'-0 C1: EXISTING 8" PVC CONNECTION BELL TYPE CONNECTION @ EXISTING STUB. USE 20' STICKS. CUT LAST STICK TO FIT EXISTING STUB INSTALL CONCRETE SADDLE ABOVE PROPOSED 8"PVC AND COINCIDENT WITH INTERSECTION OF STORM LINE 1. 130 LF 8" PVC PDF created with pdfFactory trial version www.pdffactory.com

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Page 1: SP_03 SANITARY SEWER PLAN_PROFILE Layout4-Layout1 (1)

TAC

OM

A C

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NITY

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UTILITIE

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MC

ITY O

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A

SS

MH

RIM

=98.29'IE

=89.79'S

B.1SS.01

POINT 11

STORM SEWER

CLEANOUT

100.25'

120

110

100

908070

120

110

100

908070

98.29'101.11'

2.33%

3'MIN COVER SEC. 7-09.3(5)

SLO

[email protected]%

INS

TALL D

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P C

ON

NEC

TION

(SEE D1)

EX

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97.44'

CO

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TOE

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C BY

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(SE

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B.1. C

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C

PDF created with pdfFactory trial version www.pdffactory.com

Page 2: SP_03 SANITARY SEWER PLAN_PROFILE Layout4-Layout1 (1)

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Page 3: SP_03 SANITARY SEWER PLAN_PROFILE Layout4-Layout1 (1)

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Page 4: SP_03 SANITARY SEWER PLAN_PROFILE Layout4-Layout1 (1)

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