C1.0

UO HOUSING CENTRAL KITCHEN & WOODSHOPEUGENE, OR

11/7/2014 - GMP CONFORMED SET

SHEETNO.

SHEETTITLE SHEET DESCRIPTION

CIVIL SHEET INDEX

Dig Safely.Call the Oregon One-Call Center

Δ

Ø

ABBREVIATIONS

LOCAL UTILITY CONTACTS

OWNER / CONTRACTOR RESPONSIBILITIES

VEGETATED STORMWATER FACILITY NOTE

SCALE 1 INCH = 20 FEET

C2.0

RAIN GARDEN (FILTRATION)

UNPAVEDAREAS

PAVEDAREAS

TYPICAL PIPE BEDDING AND BACKFILL

TRAPPED AREA DRAIN

EXTENDABLE BACKWATER VALVE

HARD SURFACE LANDSCAPE AREA

STANDARD CLEANOUT (COTG)

PERIMETER FOUNDATION DRAIN

SECTION

TRENCH DRAIN - 6 INCH WIDE

TYPICAL OUTFALL RIP-RAP PROTECTION

8

PLAN

SECTION

FRONT

MITERED OUTFALL W/ TRASH RACK (3:1)

℄

OVERFLOW INLET

WYEPLUGGED CROSSTEE

BEND PLUGGED CROSS TEE

PLUG OR CAP

BEARING AREA OF THRUST BLOCK IN SQUARE FOOT

THRUST BLOCK

PLAN SIDE

SECTION

FIRE DEPARTMENT CONNECTION (FDC)DUAL PORT

EWEB FIRE SERVICE ANDDOMESTIC WATER VAULT C3.0

HEAVY CONCRETE PAVEMENT

ASPHALT PAVEMENT SECTION

SILICONE JOINT SEALANT RESEVOIR

3/8"WIDE

RECESS SEALANT 3/8"

C3.1

PRELIMIN

ARY

NOT FOR

CONSTRUCTION

CO

VER

SHEE

T

PROJECT CONTACTS

SHEETNO.

SHEETTITLE SHEET DESCRIPTION

SHEET INDEX

Dig Safely.Call the Oregon One-Call Center

ABBREVIATIONS

MOSS ALLEY PEPIEUGENE, OREGON

GMP CONFORMED SET

LOCAL UTILITY CONTACTS

©

PROJECT SITE

UO HOUSING CENTRAL KITCHEN & WOODSHOP

PRELIMIN

ARY

NOT FOR

CONSTRUCTION

NORTHSCALE 1 INCH = 20 FEET

KEY

PLAN

AN

D H

ORI

ZON

TAL

CO

NTR

OL

1 INCH = 10 FEETSCALE

PRELIMIN

ARY

NOT FOR

CONSTRUCTION

NORTH

N-S

PLA

N &

PRO

FILE

STA

9+70

to S

TA 1

2+50

ALLEY SECTIONSTA 10+26.76 TO STA. 11+87.00

NORTH

1 INCH = 10 FEETSCALE

PRELIMIN

ARY

NOT FOR

CONSTRUCTION

NORTH

N-S

PLA

N &

PRO

FILE

STA

12+

50 to

STA

15+

50

NORTH

ALLEY SECTIONSTA 11+87.00 TO STA. 15+33.28

PRELIMINARY

A

A

CDS2015-4PRECAST CONCRETE WATER QUALITY SYSTEM

STANDARD DETAILTHIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THEFOLLOWING U.S. PATENTS: 5,788,848; 6,641,720; 6,511,595; 6,581,783;RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING.

GENERAL NOTES1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE

CONTACT YOUR CONTECH STORMWATER SOLUTIONS REPRESENTATIVE. www.contechstormwater.com4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION

CONTAINED IN THIS DRAWING.5. STRUCTURE AND CASTINGS SHALL MEET AASHTO HS20 LOAD RATING.6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND

REPLACE AS NECESSARY DURING MAINTENANCE CLEANING.

INSTALLATION NOTES1. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND

SET THE CDS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED).2. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE

STRUCTURE.3. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS

SHOWN.4. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO

FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED.

1 WATER QUALITY MANHOLE

PEPI WQMH

PRELIMIN

ARY

NOT FOR

CONSTRUCTION

CIV

IL D

ETAI

LS