the contractor shall verify and be responsible for all

The Contractor shall verify and be responsible for all dimensions. DONOT scale the drawing - any errors or omissions shall be reported toStantec without delay.The Copyrights to all designs and drawings are the property ofStantec. Reproduction or use for any purpose other than thatauthorized by Stantec is forbidden.

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PACK NON SHRINK GROUT AROUND CONDUIT (TYP)

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NOTES: 1. CONDUIT SHALL HAVE A NOMINAL COVER OF 18". CONDUIT SHALL HAVE A NOMINAL COVER OF 18". 2. CONDUITS SHALL BE CONCRETE ENCASED CONTINUOUSLY IN CONDUITS SHALL BE CONCRETE ENCASED CONTINUOUSLY IN 4" MINIMUM OF CLASS "C" CONCRETE. 3. CONDUIT SHALL NOT SAG MORE THAN 1" PER 100' AND BE CONDUIT SHALL NOT SAG MORE THAN 1" PER 100' AND BE SUPPORTED WITH PIPE SUPPORTS (UNDERGROUND DEVICES, INC., MODEL 2W20 OR EQUAL). 4. INSULATE ALL PIPES AND BOXES, IN ACCORDANCE WITH THE INSULATE ALL PIPES AND BOXES, IN ACCORDANCE WITH THE SPECIFICATIONS.

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6" HOLE W/ DRAIN ROCKOVER FILTER FABRIC

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CONC FOOTING ALL AROUND

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CONC PRECAST BOX WITH GALVANIZED STEEL TRAFFIC COVER & FRAME (BROOKS CB-2424 OR EQUAL, TYP)

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CONDUIT SEE PLANS FOR SIZE & SEE NOTES

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TOP OF VAULT SHALL BE 1/2" ABOVE GRADE

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TYP

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C115

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AB OR SOIL

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AC PAVING

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CHEMICAL PULL BOX

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SCALE: NONE

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1/2"

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1/2"

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1/2"

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4" SCH40 GSPCONCRETE FILLED. PAINT SAFETY YELLOW

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FINISHED GRADED SEE DWGS

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CLASS "C" CONCRETE

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ROUND CAP

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TYP

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C200

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BARRIER POST

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SCALE: NONE

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EXTENSION ARM W/ BARBED WIRE

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HEADER BOARD AS REQUIRED SEE G&P DWGS

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6'-0" CHAINLINK FENCE

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AC PAVING SEE G&P DWGS

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TYP

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C211

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CHAINLINK FENCE IN AC ROADWAY

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SCALE: NONE

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TYP

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C620

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TYP

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C216

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TYP

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C217

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CROWN FOR DRAINAGE

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LINE POST FOOTING

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LINE POST FOOTING (TYP)

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3000 psi PCC

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REINFORCING TENSION WIRE

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GROUND LINE

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CORNER POST FOOTING

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HORIZONTAL BRACE

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LINE POST

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TOP RAIL

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LINE POST

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FITTING

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STRETCHER BAR

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FASTENER

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CORNER POST

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GALV. CHAIN LINK, 2" MESH 9 GA.

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ELEVATION

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1.625" O.D.

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(C) TOP AND BOTTOM SELVAGES OF THE FENCE SHALL HAVE A TWISTED AND

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(D) BARBED WIRE, EXTENSION ARMS, AND TOP HORIZONTAL RAILS SHALL BE

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BARBED FINISH.

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INSTALLED.

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TOP RAIL

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POSTS AND SHALL EXTEND FROM CORNER POSTS TO ADJACENT LINE POSTS.

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(B) BRACES SHALL BE SPACED APPROXIMATELY 12" BELOW TOP OF TERMINAL

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(A) ALL POST TOPS SHALL BE FITTED WITH SUITABLE FINIALS.

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FENCING SHALL BE CHAIN LINK AND SHALL CONSIST OF GALVANIZED CHAIN

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LINK FABRIC ON STEEL POSTS.

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2.

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%%UNOTES:

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LINE

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BRACES

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CORNER

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1.869" O.D.

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1.625" O.D.

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2.351" O.D.

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LOCATION

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MIN. SIZE

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TYP

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C216

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SHALL MEET MINIMUM REQUIREMENTS OF LATEST CALTRANS STANDARD SPECIFICATIONS.

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1.

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TYP

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C217

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6'-0" CHAINLINK FENCE (TYPE CL-1.8)

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SCALE: NONE

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EXTENSION BAR W/ BARBED WIRE

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EXTENSION ARM

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BARB WIRE (2) STRAND 12 GA, (4) POINT

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TYP

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C217

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EXTENSION ARM AND BARBED WIRE

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SCALE: NONE

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NOTES: 1. TOP OF DROP INLET 1/4" BELOW FINISH GRADE UNLESS INDICATED TOP OF DROP INLET 1/4" BELOW FINISH GRADE UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 2. DROP INLET MAY BE PRECAST STRUCTURE WITH ENGINEERS APPROVAL.DROP INLET MAY BE PRECAST STRUCTURE WITH ENGINEERS APPROVAL.

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TYP

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M301

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EMBEDDED GRATING SUPPORT HOT-DIP GALV STEEL

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HOT-DIP GALV STEEL H-20 GRATING

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#4 @ 12" EW CENTERED (TYP)

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GROUT FILL

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SLOPE 1/4"/FT

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GROUTED PIPE PENETRATION

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#4 @ 12" EW T & B

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6" COMPACTED AB

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VARIES

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VARIES

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TYP

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C120

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2'-6"SQ OR AS

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2'-6"SQ OR AS

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8"

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8"

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8"

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6" (TYP ALL

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6" (TYP ALL

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#4 @ 12"OC (TYP)

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STANDARD DROP INLET

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SCALE: NONE

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TYP

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S520

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12"

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12"

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6"

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6"

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6"

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LOCKING TABS (SEE DETAIL ABOVE)

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1 1/4" HOLETHROUGH PIPE

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2"WIDE YELLOW REFLECTIVE TAPE. (3) STRIPS REQUIRED

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3 1/2" SCH40GSP W/ CAP 5'-6"LG (PART B)

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NOTES: 1. PADLOCK PROVIDED BY OWNER. PADLOCK PROVIDED BY OWNER. 2. COLD GALVANIZE ALL FIELD COLD GALVANIZE ALL FIELD WELDS & CUTS.

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TYP

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C206

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4 1/2"O.D. 10GA GSP x 1'-10"LG (PART A)

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FG

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2"

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1"

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1/4"

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3/4"

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1/2"

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2"

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PART A

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PART B

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1/2" HOLES

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REMOVABLE POST

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SCALE: NONE

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LOCKING TAB DETAIL

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Drawing No.

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Scale

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Title

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Sheet

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of

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Designed

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YY.MM.DD

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ORIGINAL SHEET - ANSI D HORIZ

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www.stantec.com

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Fax.

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Tel.

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3875 Atherton Rd

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Rocklin CA

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95765

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916.773.8100

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916.773.8448

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CONFORMED

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Client / Project

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V:\1840\active\184030828\drawings\ACT\30828-C001 To C006.dwg

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2019/02/06 2:31 PM By: Morales, Heather By: Morales, HeatherMorales, Heather

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By

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0

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1"

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BAR IS ONE INCH AT FULL SCALE

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IF NOT ONE INCH ON THIS SHEET SCALE ACCORDINGLY

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Project No.

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San Andreas

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Sanitary District

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2017 WASTEWATER TREATMENT PLANT

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UPGRADE PROJECT

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San Andreas, California

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184030828

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18.09.10

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105

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09/10/2018

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TYPICAL CIVIL DETAILS 1

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C001

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ASB

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No. C70184

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>


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1 1/2" STANDARDWEIGHT PIPE FRAME

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6" CLEAR

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11 GA. CHAIN LINK

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3 HEAVY DUTY HINGES (TYP.)

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1½"%%C DIAGONAL OR 3/8" ROD W/ TURNBUCKLE

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4

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3

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2

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COMMERCIAL HEAVY DUTY LATCH

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1

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2'-0" MIN

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2'-0" MIN

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EXTENSION W/ BARBED WIRE (SIMILAR)

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6 5/8" O.D. SCH 80 POST (TYP)

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1

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2

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3

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4

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(TYP OF 3)

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4

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VERTICAL STAY

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(TYP)

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5

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GATE LATCH STOP WITH STEEL SLEEVE IN CONCRETE BASE.

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5

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NOTES & TAGS: 1. SHALL MEET REQUIREMENTS OF LATEST CALTRANS STANDARD SPECIFICATIONS.

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TYP

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C219

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CHAINLINK GATE (TYPE CL-1.8)

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SCALE: NONE

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TYP

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C217

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6'-0" OR AS NOTED

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6'-0" OR AS NOTED

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WARNING SIGN SEE DWGS & SPECIFICATIONS

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1/4" U-BOLT,(TYP)

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WELD CAP ON TOP, COAT WELDS

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12" CLASS "B" CONC

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TYP

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C250

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3"

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3"

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3"

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WARNING SIGN

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SCALE: NONE

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2" SCH 40 GSP POST

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20" @ GATES 14" @ FENCES

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LIGHT PURPLE BACKGROUND

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RED CIRCLE & LINE

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NOTE: 1. INSTALL 20"x14" PLASTIC SIGNS (SETON OR EQUAL) ON ALL GATES INSTALL 20"x14" PLASTIC SIGNS (SETON OR EQUAL) ON ALL GATES 2. INSTALL 14"x10" PLASTIC SIGNS (SETON OR EQUAL) ON FENCES AT INSTALL 14"x10" PLASTIC SIGNS (SETON OR EQUAL) ON FENCES AT 300' INTERVALS ON PERIMETER FENCING AND 500' ON INTERIOR FENCING. 3. INSTALL 10"x 7" PLASTIC SIGN (SETON OR EQUAL) ON 1/8" THICK INSTALL 10"x 7" PLASTIC SIGN (SETON OR EQUAL) ON 1/8" THICK ALUMINUM BACKING PLATE AT HOSE VALVES. CORNERS ON BACKING LATE SHALL BE ROUNDED, 1/2" RADIUS.

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TYP

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C251

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WARNING SIGN

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NON-POTABLE WATER

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SCALE: NONE

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RECYCLED WATER DO NOT DRINK NO BEBER AQUA PROCESADA

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CAUTION CIUDADO

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TRENCH NOTES: 1. PIPE ZONE AND TRENCH ZONE BACKFILL SHALL BE COMPACTED PER SPECIFICATIONS. 2. ONE STRAND FOR 3/4"-12", 2-STRANDS 15"-30", 3-STRANDS >36". 36". 3. ALL EXCAVATIONS SHALL COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING CURRENT OSHA EXCAVATION AND TRENCH SAFETY STANDARDS. RESULTS OF THE PRELIMINARY FIELD INVESTIGATIONS ARE INCLUDED IN CONTRACT SPECIFICATIONS. 4. CONTRACTOR TO DETERMINE ACCEPTABLE TRENCH SIDE SLOPES, IN ACCORDANCE WITH OSHA REQUIREMENTS. 5. FOR BACKFILL MATERIAL REQUIREMENTS, SEE SPECS. PONDING OR JETTING IS NOT AN ACCEPTABLE MEANS OF COMPACTION. 6. TYPICAL PIPE TRENCH DETAIL SHALL BE UTILIZED UNLESS NOTED OTHERWISE. 7. MINIMUM COVER OF 36" REQUIRED IN ROADWAYS. 30" MINIMUM COVER OUTSIDE ROADWAYS. 24" MINIMUM COVER WHEN CEMENT SLURRY PIPE ZONE BACKFILL IS SPECIFIED. 8. STREET ZONE SHALL MATCH EXISTING SECTION OR 4" AC/12" AB, WHICHEVER IS GREATER. 9. LOCATING WIRE SHALL BE SOLID INSULATED, #10 AWG COPPER WIRE, SOFT DRAWN. 10. CEMENT SLURRY PIPE ZONE BACKFILL REQUIRED IN ALL EMBANKMENTS. 11. PROVIDE A VALVE BOX AT EACH MANHOLE, ROUTE WIRE UP INTO BOX. 12. TRENCH SHEILD SHALL NOT DISTURB BEDDING BELOW TOP OF PIPE, TRENCH SHALL BE "BENCHED" FOR SHEILD.

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ORIGINAL GROUND

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3"

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PIPELINE

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STREET ZONE

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TRENCH ZONE

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12" MIN

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TRACING WIRE ATTACH TO TOP OF PIPE, SEE NOTE 11

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TYP

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C302

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TYPICAL PIPE TRENCH SECTION

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SCALE: NONE

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AC PAVING & AGGREGATE BASE, SEE PLANS

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SAWCUT

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INSIDE ROADWAY

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OUTSIDE ROADWAY

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DEPTH OF TRENCH (D)

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DEPTH OF TRENCH (D)

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TRENCH

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TRENCH

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TRENCH

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6"MIN PIPE

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6"MIN PIPE

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9"MIN

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9"MIN

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36"MIN COVER

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36"MIN COVER

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TAPE MARKED "SEWER", "WATER", ETC, SEE NOTE 2

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TYP

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C305

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D/2 (MINIMUM 6")

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D/2 (MINIMUM 6")

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2D

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2D

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CLAY CUTOFF COLLAR

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NOTES: 1. CLAY CUTOFF COLLAR SHALL BE INSTALLED ON ALL PIPE LINES IN EMBANKMENTS FOR WATER CONTAINING STRUCTURES.

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EMBANKMENT MATERIALS AS REQUIRED

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PIPE TRENCH AS REQUIRED

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TYPICAL CUTOFF WALL

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SCALE: NONE

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TYP

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C260

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DECORATIVE CONC BLOCKS

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CAP BLOCK

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RETAINED SOIL

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1'-0" WELL GRADED

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1'-0" WELL GRADED

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APPROX OG

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MIN WALL EMBEDMENT

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NON-STRUCTURAL RETAINING WALL

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SCALE: NONE

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TYP

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C307

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PIPE TRENCH AS REQUIRED

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STYROFOAM BLOCK

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BEDDING AS REQUIRED

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FINISH GRADE

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3"MIN

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3"MIN

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PIPE CROSSING WITH STYROFOAM BLOCK

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SCALE: NONE

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Drawing No.

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YY.MM.DD

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www.stantec.com

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Fax.

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Tel.

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3875 Atherton Rd

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Rocklin CA

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95765

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916.773.8100

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916.773.8448

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CONFORMED

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Project No.

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San Andreas

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Sanitary District

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UPGRADE PROJECT

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184030828

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18.09.10

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105

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09/10/2018

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C002

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CONCRETE PAD

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VALVE SIZE

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PAD SIZE

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PAD THICKNESS

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3"-16"

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24"

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6"

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18"-30"

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36"

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6"

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36"-48"

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48"

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8"

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54"-60"

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60"

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8"

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3"

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3"

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3"

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TOP OF VB TO BE SET 1/4" BELOW FINISH AC SURFACE

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DISC = 8" PVCPIPE ID - 1/4"

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BRICKS (TYP ALL AROUND)

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2" SQ AWWA NUT

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TRAFFIC RATED VALVE BOX W/ COVER SERVICE STAMPED ON LID (CHRISTY NO. G5 OR EQUAL)

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#4 @ 6"OC EW CENTER IN PAD

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VALVE STEM EXTENSION WHERE REQUIRED, SEE SPECIFICATIONS

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TYP

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C500

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(2) #4 HOOPS

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TRACER WIRE

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SQUARE CONCRETE PAD, SEE TABLE

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VALVE, SEE DWGS

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PIPE, SEE DWGS

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8" DR35 PVC RISER

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CONCRETE COLLAR

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AC PAVING

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AB OR SOIL

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TRACER WIRE SECURED TO PIPE (TYP)

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TYPICAL BURIED VALVE

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SCALE: NONE

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VALVE STEM EXTENSION WHERE REQUIRED, SEE SPECIFICATIONS

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VALVE BOX, PAD & RISER SIMILAR TO

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EXTEND CONCRETE PAD AS REQUIRED

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TYP

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C501

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GEAR OPERATOR, ORIENT SO VALVE SHAFT IS HORIZONTAL

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PIPE & VALVE

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AC PAVING

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AB OR SOIL

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BURIED VALVE WITH GEAR OPERATOR

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SCALE: NONE

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TYP

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C500

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TYP

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C508

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%%URESTRAINED LENGTH SCHEDULE

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LENGTH "L" ( FT)

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20

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24

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18

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16

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14

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12

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DIA. (in.)

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PIPE

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PESSURE

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TEST

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(P.S.I.)

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90%%D

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45%%D

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10

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4

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100

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100

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100

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100

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100

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100

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100

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100

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100

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100

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TEE RUN

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REDUCER

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6

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8

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6

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8

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10

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12

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14

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16

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18

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20

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22

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25

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14

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19

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25

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30

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35

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39

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44

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48

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52

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60

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64 (12"x 8")

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93 (18"x 12)

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TEE BRANCH

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36

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54

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74

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79

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97

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112

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119

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124

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139

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168

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NOTE 4

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NOTE 4

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NOTE 4

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NOTE 4

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NOTE 4

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NOTE 4

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NOTE 4

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NOTE 4

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NOTE 4

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NOTE 4

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NOTES: 1. THRUST BLOCKS ARE NOT ALLOWED FOR PIPE AND FITTING RESTRAINT. PIPE JOINTS AND THRUST BLOCKS ARE NOT ALLOWED FOR PIPE AND FITTING RESTRAINT. PIPE JOINTS AND FITTINGS SHALL BE RESTRAINED A MINIMUM LENGTH AS SHOWN IN THE ABOVE TABLE. 2. PIPE TEST PRESSURES LESS THAN OR EQUAL TO 10 PSI DO NOT REQUIRE RESTRAINT; TEST PIPE TEST PRESSURES LESS THAN OR EQUAL TO 10 PSI DO NOT REQUIRE RESTRAINT; TEST PRESSURE GREATER THAN 10 PSI REQUIRE RESTRAINT. LENGTHS GIVEN ABOVE ARE FOR 100 PSI. ADJUST LENGTHS ACCORDING TO TEST PRESSURE (EG. FOR 150 PSI-MULTIPLY SCHEDULE LENGTH VALUES BY 1.5). SEE SPECIFICATION SECTION 15010 FOR TEST PRESSURES. 3. CONTRACTOR SHALL INSTALL ONE FULL LENGTH PIPE EITHER SIDE OF TEE RUN. CONTRACTOR SHALL INSTALL ONE FULL LENGTH PIPE EITHER SIDE OF TEE RUN. 4. TEE RUN RESTRAINT SHALL BE PER FITTING ADJACENT TO TEE AS REQUIRED.TEE RUN RESTRAINT SHALL BE PER FITTING ADJACENT TO TEE AS REQUIRED.

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PIPE RESTRAINED LENGTH SCHEDULE

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SCALE: NONE

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PLAN

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PLAN

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OPERATING NUT EXTENSION

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SCALE: NONE

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1/8" CLR

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1/8" CLR

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ADAPTOR TO FIT AWWA SQUARE NUT OR TO OF VALVE STEM. DRILL AND TAP FOR TWO MACHINE SCREWS AS SHOWN. THEN DRILL TOP OF STEM OR NUT AT SCREW LOCATION.

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1/8" PLATE CENTERING GUIDE

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1 1/4" DIA. STEEL SHAFT EXTENSION, MACHINE TO MATCH NUT

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1/8" x 6" PLATECENTERING GUIDE WITH POSITION INDICATOR

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2" AWWA SQUARE OPERATING NUT

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8" PVC RISER

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1/8"

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(TYP)

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1/8"

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C502

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TYP

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(HORIZ. BEND)

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6" MIN.

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(VERT. BEND)

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H

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6" MIN.

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12"-16"

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12"-20"

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24"

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6"-10"

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12"-20"

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PIPE SIZE

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REBAR SIZES

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90%%D

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45%%D

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0-225%%D

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0-225%%D

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#8

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#7

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#6

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#5

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REBAR

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0-90%%D

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#5

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NOTES: 1. THRUST BLOCKS ARE ONLY ALLOWED AT LOCATIONS SPECIFIED BY PIPE SERVICE OR AS APPROVED BY THRUST BLOCKS ARE ONLY ALLOWED AT LOCATIONS SPECIFIED BY PIPE SERVICE OR AS APPROVED BY THE ENGINEER. PIPE TEST PRESSURE LESS THAN OR EQUAL TO 10 psi DO NOT REQUIRE RESTRAINT, TEST PRESSURE GREATER THAN 10 psi REQUIRE RESTRAINT. AREAS GIVEN ARE FOR 10 psi, ADJUST AREAS ACCORDING TO TEST PRESSURE. SEE SPECIFICATION SECTION 15010. 2. BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL. BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL. 3. JOINTS AND FACE OF PLUGS SHALL BE KEPT CLEAN OF CONCRETE. JOINTS AND FACE OF PLUGS SHALL BE KEPT CLEAN OF CONCRETE. 4. COAT REBAR WITH TWO COATS OF KOPPERS 505, TNEMEC 46-450, OR EQUAL, 15 MILS EACH COATCOAT REBAR WITH TWO COATS OF KOPPERS 505, TNEMEC 46-450, OR EQUAL, 15 MILS EACH COAT

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30"

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24"

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10

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10

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6.9

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4.4

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3.8

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2.23

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1.42

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2.4

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1.23

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0.77

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1.00

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1.58

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1.9

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1.2

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1.0

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0.61

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0.6

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0.39

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3.1

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4.9

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0.33

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0.19

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THRUST BLOCK BEARING

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%%UTHRUST BLOCKS SCHEDULE

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16"

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20"

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18"

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14"

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12"

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10"

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8"

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DIA. (in.)

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PIPE

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10

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10

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10

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3.1

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2.5

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10

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10

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1.5

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2.0

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1.1

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0.83

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1.00

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1.7

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0.65

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1.4

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0.47

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0.57

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0.37

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0.8

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0.48

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1.1

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0.36

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0.6

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0.26

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0.19

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AREA "A" (S.F.)

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10

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10

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0.8

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0.5

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PESSURE

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TEST

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(P.S.I.)

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0.16

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0.26

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0.4

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0.3

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0.10

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0.13

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0.36

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0.47

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0.60

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0.73

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0.10

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0.16

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0.26

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0.9

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0.7

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0.23

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0.4

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0.29

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0.3

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0.17

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0.4

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0.5

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0.3

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0.2

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0.13

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0.3

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0.10

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0.2

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1.8

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2.2

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0.10

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0.13

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0.10

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1.1

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1.4

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0.8

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0.07

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0.07

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ANCHOR BLOCK VOL.

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OF CONCRETE (C.Y.)

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0.2

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0.1

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0.03

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0.07

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0.1

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0.1

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0.5

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0.3

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0.03

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0.03

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13.6

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10

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42"

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36"

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10

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4.39

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3.23

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10.0

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5.4

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7.4

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0.90

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1.23

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2.39

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3.8

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2.8

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1.74

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0.61

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1.4

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1.9

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7.1

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0.45

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9.6

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3.10

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2.30

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90%%D

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45%%D

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22.5%%D

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11.25%%D

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BULKHEAD

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TEE OR

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UNDISTURBED EARTH (TYP)

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BEARING AREA "A"

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BOTTOM OF TRENCH

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BEARING AREA "A"

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BOTTOM OF TRENCH TYPES-1,2,3

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TYP

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C507

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TYPICAL THRUST BLOCK

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SCALE: NONE

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PLAN (TYPE - 1)

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PLAN (TYPE - 2)

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PLAN (TYPE - 3)

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PLAN (TYPE - 4)

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SECTION

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SEE NOTE 4

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BEARING AREA "A"

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BEVEL 2:1

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6"

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24"MIN.

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3" MIN. TYP.

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6" MIN.

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Drawing No.

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Scale

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Title

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Sheet

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of

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Checked

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Drawn

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Designed

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YY.MM.DD

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www.stantec.com

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Fax.

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Tel.

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3875 Atherton Rd

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Rocklin CA

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95765

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916.773.8100

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916.773.8448

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CONFORMED

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Client / Project

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By

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Issued

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Appd.

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YY.MM.DD

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0

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1"

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Project No.

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Revision

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1

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2

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3

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4

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5

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H

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G

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F

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E

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D

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C

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B

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A

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San Andreas

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Sanitary District

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UPGRADE PROJECT

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184030828

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18.09.10

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105

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09/10/2018

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By

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Revision

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Appd.

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YY.MM.DD

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C003

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14

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0

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AS SHOWN

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ASB

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CM

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BPC

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N

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T

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E

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A

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I

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G

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S

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T

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O

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R

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E

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E

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R

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E

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V

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I

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C

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I

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R

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N

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O

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L

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C

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A

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F

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I

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F

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L

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No. C70184

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Exp.9/30/2020

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O

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I

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A

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E

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B

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T

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P

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T

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S

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E

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R

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E

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D

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C

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P.

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I

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S

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S

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F

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O

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R

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E

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O

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H

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E

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G

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I

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N

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E

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L

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O

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A

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N

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H

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N


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UNDISTURBED SOIL OR FILL COMPACTED TO 95% OF MAXIMUM DENSITY

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STANDARD RCP BELL RING

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NEOPRENE O-RING GASKET TEST PIPE FOR LEAKAGE PER SPECIFICATIONS

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NOTE: THIS DETAIL APPLIES TO GRAVITY PIPING ONLY.

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AGGREGATE BASE COMPACTED TO 95% MAXIMUM DENSITY

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SST LIFTING RING (TYP)

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TYP

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C512

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CONCRETE PLUG

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SCALE: NONE

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REINFORCED CONCRETE PLUG PER MANUFACTURER'S RECOMMENDATIONS

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NOTES: 1. HOSE VALVE AND SIGN SHALL BE MOUNTED TO PERMIT UNOBSTRUCTED HOSE VALVE AND SIGN SHALL BE MOUNTED TO PERMIT UNOBSTRUCTED VIEWING OF SIGN AND ACCESS TO VALVE. 2. INSTALL HOSE RACK PER TYPICAL DETAIL M630 AT EACH HOSE VALVE. INSTALL HOSE RACK PER TYPICAL DETAIL M630 AT EACH HOSE VALVE. 3. PAINT VALVE & EXPOSED PIPE PER SPECIFICATIONS AFTER INSTALLATION.PAINT VALVE & EXPOSED PIPE PER SPECIFICATIONS AFTER INSTALLATION.

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NON-POTABLE WATER

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1-1/2" NON-FREEZE YARD HYDRANT

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SCALE: NONE

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ELEVATION

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1 1/2" 3-WAY BRONZE BALL VALVE, PROVIDE T-WRENCH FOR ABOVE GROUND OPERATION & 1/4" SST SCREEN SECURED WITH SST CLAMP OVER THE DRAIN OUTLET

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DRAIN ROCK (1 CU FT MIN)

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%%uVALVE POSITIONS

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SUPPLY

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%%uIN-USE

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%%uDRAIN

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1 1/2"ANGLE HOSE VALVE W/ 1"HOSE ADAPTER

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WARNING SIGN

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FINISH GRADE

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1 1/2" GSP

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12" x 24"CONCRETE

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TYP

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C525

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VALVE BOX SIMILAR

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SLOPE

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TYP

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C500

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TYP

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C251

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TO HOSE VALVE

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SECTION

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(2) 90° ELB ORIENT FOR HINGED JOINT

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2"MIN HARD COPPER OR BRASS PIPE

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PRECAST CONC VAULT SIZE & DEPTH AS REQUIRED W/ H20 TRAFFIC RATED LID

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2" MIN SCH 80 PVC VENT PIPING W/ SST BUG SCREEN SECURED WITH SST CLAMP

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12" THICK CLASS 2 AB

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2" BRASS GTV

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SARV CLAMP VALVE BODY TO 1" GSP STAKEW/ (2) SST CLAMPS

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6"x 6"x 4" CONC BLOCK (TYP)

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FOAM SEAL

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DOUBLE ARCH EXPANSION JOINT (PERFLEX 980 OR EQUAL)

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4"x 12"CLASS 'A' CONCRETE

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TYP

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C529

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SLOPE 2%MIN

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ROADWAY

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AB OR SOIL

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BURIED SEWAGE AIR RELEASE VALVE

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SCALE: NONE

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2"MIN SADDLE W/ BALL CORP STOP

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PIPE SEE DWGS

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TYP

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M110

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NOTE: 1. INSULATE ALL PIPES AND BOXES, IN INSULATE ALL PIPES AND BOXES, IN ACCORDANCE WITH THE SPECIFICATIONS.

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SELF-STICK VINYL BAND, GREEN BACKGROUND W/ WHITE LETTERING READING:

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2" GS POST, PAINT W/ WHITE ENAMEL

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CAP

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CONCRETE

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TYP

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C540

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PIPELINE MARKER

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SCALE: NONE

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WARNING BURIED PIPELINE

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CALDER CPLG & PLUG FOR NON-PRESSURE LINES. BLIND FLANGE FOR PRESSURE LINES

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BROOKS METER BOX W/ H20 COVER OR EQUAL SIZE AS REQD

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PIPE RISER SHALL BE 4", UNLESS NOTED OTHERWISE

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RESTRAINED JOINTS, FLANGED OR SOLVENT WELD

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MAINLINE

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WYE OR BEND IF AT END OF LINE

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45° LONG RADIUSBEND

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PLACE BOX ON BRICKS ALL AROUND

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TYP

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C550

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CLEANOUT

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SCALE: NONE

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AC OR CONC

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AB OR DIRT

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5" MIN / 8" MAX

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MAINLINE FLOW / SLOPE

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DI PIPE, SIZE & LENGTH AS REQUIRED (TYP)

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BURIED VALVE, SIMILAR PV, MJxMJ (RS SERVICE) GTV, MJxMJ (1W OR FE SERVICE)

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90° ELB MJxMJ

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18"SQ PRECAST CONC VAULT W/ H20 TRAFFIC RATED LID

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FG

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UTILITY SERVICE MARKER

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FILTER FABRIC WRAPPED DRAIN ROCK, 6" MIN DEPTH BELOW BOX

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24"MIN FROM

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24"MIN FROM

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24"MIN TO RIGHT OF WAY, AS APPROVED BY ENGINEER

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TYP

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C531

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DIP TEE W/ FLANGED OUTLET AS REQUIRED, RESTRAINED

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NOTES: 1. ALL PIPE SHALL BE DUCTILE IRON WITH RESTRAINED JOINTS. ALL PIPE SHALL BE DUCTILE IRON WITH RESTRAINED JOINTS. 2. SEE PLANS FOR BLOW-OFF SIZE.SEE PLANS FOR BLOW-OFF SIZE.

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C500

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DIP ELB, FLG x MJ

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TRACER WIRE

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FLANGED OR CAMLOCK CONNECTION, SEE SPECIFICATIONS

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BLOW-OFF VALVE

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SCALE: NONE

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ASPHALT CONCRETE ROADWAY

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SCALE: NONE

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C600

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12"

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12"

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12"

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ASPHALT PAVEEMNT 3" MIN PARKING AREAS

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ASPHALT PAVEEMNT 3" MIN PARKING AREAS

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AGGREGATE BASE COMPACTED TO 95% OF MAX DENSITY, SEE NOTE 2

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SUBGRADE COMPACT TO 95% OF MAX DENSITY

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EXIST AC PAVEMENT SEE NOTE 1

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AC PAVEMENT SEE NOTE 2

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NOTES: 1. SLURRY SEAL SHALL EXTEND 2'-0" ONTO EXISTING PAVEMENT. SLURRY SEAL SHALL EXTEND 2'-0" ONTO EXISTING PAVEMENT. 2. ASPHALT PAVEMENT AND AGGREGATE BASE SHALL BE PLACED ASPHALT PAVEMENT AND AGGREGATE BASE SHALL BE PLACED TO THE MINIMUM DEPTHS INDICATED. SEE SPECIFICATION SECTION 02513.

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NEAT SAW-CUT (SECOND)

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ROUGH SAW-CUT (INITIAL)

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2% SLOPE UNO

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2% SLOPE UNO

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SHOULDER AT 5% SLOPE

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LIMIT OF ROADWAY SHOWN ON PLANS

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EXIST AB

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AGGREGATE BASE 8" MIN PARKING AREA

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www.stantec.com

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Fax.

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Tel.

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3875 Atherton Rd

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Rocklin CA

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95765

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916.773.8100

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916.773.8448

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CONFORMED

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UPGRADE PROJECT

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184030828

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18.09.10

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C004

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ASB

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AC ROADWAY SWALE

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12'-0"

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12'-0"

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12'-0"

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C610

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NEW AC PER PAVING DWGS

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6'-0"

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6'-0"

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6'-0"

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CENTER LINE SWALE

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4% SLOPE

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4% SLOPE

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1"x 6"x 2'-0" LENGTH REDWOOD SPLICE.

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2"x 4"x 18" REDWOOD STAKES AT 6'-0" O.C.

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AB

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AC

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HEADER BOARD NOTES: 1. USE (2) 1"x 6" REDWOOD IN LIEU OF 2"x 6" ON ALL CURVES (WHERE NECESSARY). USE (2) 1"x 6" REDWOOD IN LIEU OF 2"x 6" ON ALL CURVES (WHERE NECESSARY). 2. INSTALL ALL STAKES AND SPLICES ON PLANTING SIDE OF HEADER BOARD. INSTALL ALL STAKES AND SPLICES ON PLANTING SIDE OF HEADER BOARD. 3. ALL FASTENERS SHALL BE GALVANIZED. ALL FASTENERS SHALL BE GALVANIZED. 4. ALL LUMBER SHALL BE REDWOOD, ROUGH CONSTRUCTION HEART GRADE IN ALL LUMBER SHALL BE REDWOOD, ROUGH CONSTRUCTION HEART GRADE IN ACCORDANCE TO CALIFORNIA REDWOOD ASSOCIATION GRADING RULES.

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PAVED AREA

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SECTION AT

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HEADER BOARD - REDWOOD

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SCALE: NONE

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LANDSCAPED AREA

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SECTION AT

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PLAN

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SPLICE DETAIL

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ELEVATION

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SPLICE DETAIL

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2"x 6" HEADER BOARD SEE NOTE 1

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2"x 6" HEADER BOARD

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2"x 6" HEADER BOARD

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AB

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AC

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TYP

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C621

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HEADER BOARD NOTES: 1. INSTALL ALL STAKES AND SPLICES ON PLANTING SIDE OF HEADER BOARD. INSTALL ALL STAKES AND SPLICES ON PLANTING SIDE OF HEADER BOARD. 2. ALL FASTENERS SHALL BE GALVANIZED WOODSCREWS. ALL FASTENERS SHALL BE GALVANIZED WOODSCREWS. 3. ALL HEADER BOARD LUMBER SHALL BE COMMINGLED RECYCLED PLASTIC LUMBER. ALL HEADER BOARD LUMBER SHALL BE COMMINGLED RECYCLED PLASTIC LUMBER. ALL STAKE AND SPLICE LUMBER SHALL BE REDWOOD, ROUGH CONSTRUCTION HEART GRADE IN ACCORDANCE TO CALIFORNIA REDWOOD ASSOCIATION GRADING RULES.

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PAVED AREA

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SECTION AT

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HEADER BOARD - RECYCLED PLASTIC

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SCALE: NONE

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LANDSCAPED AREA

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SECTION AT

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PLAN

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SPLICE DETAIL

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ELEVATION

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2"x 6" HEADER BOARD

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2"x 6" HEADER BOARD

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2"x 6" HEADER BOARD

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COBBLE LINED CHANNEL

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SCALE: NONE

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CONCRETE-ROCK SLOPE PROTECTION

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2

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1

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GEOTEXTILE FABRIC SEE SPECS

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FINISHED GRADE SEE DWGS.

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TYP

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C611

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NOTES: 1. CONCRETED-ROCK SLOPE PROTECTION PER CALTRANS STANDARDS CONCRETED-ROCK SLOPE PROTECTION PER CALTRANS STANDARDS PER CALTRANS STANDARDS SECTION 72 USING NON-ANGULAR COBBLE SIZED ROCK, 0-5% LARGER THAN 75 lb. AND 95-100% LARGER THAN 25 lb. 2. THICKNESS 'T' SHALL BE NOT LESS THAN 1.5D, WHERE D IS THICKNESS 'T' SHALL BE NOT LESS THAN 1.5D, WHERE D IS THE NOMINAL ROCK DIAMETER. 3. CAN SUBSTITUTE CONCRETE-ROCK SLOPE PROTECTION WITH CAN SUBSTITUTE CONCRETE-ROCK SLOPE PROTECTION WITH CONCRETE-ROCK SLOPE PROTECTION WITH WITH GROUTED COBBLE PRODUCT, CALTRANS CLASS 3, ABOUT 6" DIAMETER.

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CONCRETE (AC) CURB

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EXTRUDED ASPHALT

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SCALE: NONE

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NOTES: 1. DIFFERENT CURB CONFIGURATION MAY BE USED, IF APPROVED BY THE DIFFERENT CURB CONFIGURATION MAY BE USED, IF APPROVED BY THE ENGINEER. 2. THE ASPHALT CONCRETE MIXTURE AND PLACEMENT SHALL BE PER THE ASPHALT CONCRETE MIXTURE AND PLACEMENT SHALL BE PER SPECIFICATION. 3. A TACK COAT SHALL BE APPLIED TO EXISTING SURFACES. SEE TACK A TACK COAT SHALL BE APPLIED TO EXISTING SURFACES. SEE TACK COAT SPECIFICATION FOR TYPE. 4. CURB SHALL BE DEPRESSED FOR DRIVEWAYS, ROADWAYS, SIDEWALKS CURB SHALL BE DEPRESSED FOR DRIVEWAYS, ROADWAYS, SIDEWALKS FOR HANDICAPPED ACCESS AND WHERE INDICATED ON THE DRAWINGS.

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TYP

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C632

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8" AC CURB

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2"

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2"

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2"

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AC ROAD NEW OR EXISTING SEE PLANS

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HEADER BOARD IF REQUIRED SEE PLANS

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6" AC CURB

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2"

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2"

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2"

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HEADER BOARD IF REQUIRED SEE PLANS

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3

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2%

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2%

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6"AB ON GEOFABRIC (MIRAFI 600X OR EQUAL)

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3

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3

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3

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1

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1

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1

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COMPACTED SUBGRADE TOP 12" COMPACTED TO 95% MIN. RC

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NOTES: 1. ROADS ARE NOT ALWAYS CROWNED WITH 2% SLOPE. ROADS ARE NOT ALWAYS CROWNED WITH 2% SLOPE. SEE SPECIFICATION SECTION 02513.

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AGGREGATE BASE ROADWAY

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SCALE: NONE

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TYP

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C606

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VARIES

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VARIES

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VARIES

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VARIES

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NATIVE SOIL

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TYPE 1

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TYPE 2

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NATIVE SOIL

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GEOTEXTILE FABRIC, MIRAFI FILTER WEAVE 700 OR EQUAL

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TYPE 3

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NATIVE SOIL

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3/4" CRUSHED ROCK W/ 1"-2" COBBLE CAP

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DRAINAGE SWALE

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SCALE: NONE

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TYP

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C616

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1

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14

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1

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14

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VARIES

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VARIES

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14

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CALTRANS BACKING CLASS No.1

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GEOTEXTILE FABRIC, MIRAFI FILTER WEAVE 700 OR EQUAL

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NATIVE SOIL SEE PLANS

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AB OR AC ROAD SEE PLANS

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CONCRETE CURB

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SCALE: NONE

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3/4" RADIUS (TYP BOTH SIDES)

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(2) #4 CONT

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AC ROADWAY SEE DWGS

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NOTES: 1. CURB SHALL BE FINISHED ON TOP, 8" DOWN FRONT FACE, AND 2" DOWN BACK. CURB SHALL BE FINISHED ON TOP, 8" DOWN FRONT FACE, AND 2" DOWN BACK. 2. EXPANSION JOINTS SHALL BE PLACED AT END OF CONCRETE PLACEMENT, AT EXPANSION JOINTS SHALL BE PLACED AT END OF CONCRETE PLACEMENT, AT POINTS OF CURVATURE, BOTH SIDES OF DRIVEWAYS AND WALKWAYS, CURB RETURNS, STRUCTURES, AND AT MAXIMUM DISTANCE OF 30 FEET. EXPANSION JOINTS SHALL BE 3/4" THICK W/ 1/4" RADIUS EDGES AT BOTH SIDES OF JOINT. USE BITUMINOUS EXPANSION JOINT MATERIAL. 3. REINFORCING STEEL SHALL NOT PASS THROUGH EXPANSION JOINTS. REINFORCING STEEL SHALL NOT PASS THROUGH EXPANSION JOINTS. 4. 1" DEEP CONTROL JOINT W/ " RADIUS EDGES ON BOTH SIDES OF JOINT AT 15 1" DEEP CONTROL JOINT W/ " RADIUS EDGES ON BOTH SIDES OF JOINT AT 15 12" RADIUS EDGES ON BOTH SIDES OF JOINT AT 15 FEET OC. 5. CURB SHALL BE DEPRESSED FOR DRIVEWAYS, ROADWAYS, SIDEWALKS FOR CURB SHALL BE DEPRESSED FOR DRIVEWAYS, ROADWAYS, SIDEWALKS FOR HANDICAPPED ACCESS AND WHERE INDICATED ON THE DRAWINGS.

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6" UNLESS OTHERWISE INDICATED ON THE DWGS

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TOP OF CURB AT DEPRESSED CURB

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C630

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www.stantec.com

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Fax.

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Tel.

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3875 Atherton Rd

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Rocklin CA

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95765

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916.773.8100

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CONFORMED

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UPGRADE PROJECT

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184030828

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18.09.10

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CALTRANS BACKING CLASS NO.1

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C910

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ROCK SLOPE PROTECTION

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CONCRETE LANDING

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4"

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4"

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#4 @ 12" OC EW

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FINISHED FLOOR

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BUILDING WALL

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FINISHED GRADE SEE PLANS FOR ELEVATIONS

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LANDING SIZE 4'-0" SQUARE U.N.O.

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6"THICK AB

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SLOPE 2%

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3/8" EXPANSION JOINT

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#4 CONT

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SECTION

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WALL

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FINISH FLOOR

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1/2" BELOW FINISH FLOOR U.N.O. ON DWGS

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3/8" EXPANSION JOINT

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CURB AS INDICATED ON THE DWGS

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1"

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1"

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4"

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FINISH GRADE

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6 x 6-WI.4 x WI.4 CENTERED

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1/4" R ALL EDGES

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MATCH SIDEWALK JOINTS

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CURB WHERE INDICATED ON THE DRAWINGS

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1/4" R TOOLED JOINTS

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SAME AS

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SAME AS

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4'-0"

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4'-0"

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NOTES: 1. EXPANSION JOINTS SHALL BE INSTALLED AT END OF CONCRETE PLACEMENT, AT POINTS EXPANSION JOINTS SHALL BE INSTALLED AT END OF CONCRETE PLACEMENT, AT POINTS OF CURVATURE, AT STRUCTURES, AND AT MAXIMUM DISTANCE NOT TO EXCEED 100 FEET. EXPANSION JOINTS SHALL BE 3/4" THICK. TOOL EDGES 1/4" RADIUS. 2. CONTRACTION JOINTS SHALL BE INSTALLED AT A MAXIMUM SPACING OF 10 FT. CONTRACTION JOINTS SHALL BE INSTALLED AT A MAXIMUM SPACING OF 10 FT. 3. ELEVATIONS SHALL BE AS INDICATED ON THE DRAWINGS. ELEVATIONS SHALL BE AS INDICATED ON THE DRAWINGS. 4. PROVIDE LIGHT BROOM SURFACE FINISH. PROVIDE LIGHT BROOM SURFACE FINISH. 5. THICKNESS VARIES 8"-12" AS REQUIRED FOR STEP.THICKNESS VARIES 8"-12" AS REQUIRED FOR STEP.

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TYP

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SEE NOTE 5

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TYPICAL PLAN

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TYPICAL SECTION

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SECTION AT BUILDING

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SLOPE 1/4"PER FT

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SLOPE 1/4"PER FT

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A

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PRECAST CONCRETE SPLASH BLOCK

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C647

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PLAN

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ELEVATION

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1 1/2"

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1 1/2"

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1 1/2"

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NOTE: PRECAST REINFORCED CONCRETE SPLASH BLOCK PRECAST REINFORCED CONCRETE SPLASH BLOCK SHALL BE CHRISTY No. M50SPB1 OR APPROVED EQUAL.

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PREPARE EXISTING GRADE BY REMOVING ORGANICS & TOPSOIL. SCARIFY REMAINING SURFACE.

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NEW SLOPE & FILL PER PLANS. MAXIMUM 8" LIFTS OF NATIVE BACKFILL MATERIAL WITH ROCK SIZE <3" @OPTIMUM MOISTURE ±2%

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TYP

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C920

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FILL WITH KEY AT TOE OF SLOPE

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SCALE: NONE

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NEW TOE OF SLOPE

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2'-0" KEY

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2'-0" KEY

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PIPE GUARD

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SCALE: NONE

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5/8" RODS @ 4" O.C.(OR AS NOTED ON PLANS)

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3/16"x 6"FLAT BAR LENGTH TO SUIT ROLLED TO FIT OVER PIPE

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(3) 3/8" SST BOLT, NUT& WASHER THRU PIPE WALL

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TYP

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C952

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NOTE: MATERIALS OF CONSTRUCTION SHALL BE ASTM A36 STEEL GALVANIZED AFTER FABRICATION, UNLESS OTHERWISE NOTED ON THE DRAWINGS

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PIPE

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www.stantec.com

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Fax.

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Tel.

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3875 Atherton Rd

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Rocklin CA

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95765

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916.773.8100

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916.773.8448

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CONFORMED

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UPGRADE PROJECT

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184030828

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18.09.10

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105

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C006

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17

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AS SHOWN

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No. C70184

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Exp.9/30/2020

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CONTROL TABLE

POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION

501 2261894.80 6507606.24 865.13 3/8" REBAR AND CAP "KSN CONTROL"



604 2260546.30 6507464.91 858.06 PK NAIL AND SHINER

INVERT TABLE

POINT NUMBER TYPE DIAMETER DIRECTION RIM ELEVATION MEASURE DOWN INVERT ELEVATION

20207 SSMH 12 N 793.74 4.70 789.04

20207 SSMH 12 S 793.74 4.68 789.06

N

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838

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840

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844

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top 845

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836

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rip-rap

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Foundation

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Dense Trees

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844.8

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841.5

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897.1

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825.7

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897.6

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907.1

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902.0

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930.1

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4"W

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UTIL

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ELEC

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UTIL

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2"W

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6"SS

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4"RW

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6"SS

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www.stantec.com

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Fax.

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Tel.

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3875 Atherton Rd

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Rocklin CA

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95765

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916.773.8100

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916.773.8448

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CONFORMED

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Client / Project

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V:\1840\active\184030828\drawings\ACT\30828-C010 & G005.dwg

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UPGRADE PROJECT

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184030828

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18.09.10

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105

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GENERAL SITE PLAN AND KEY MAP

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BASIS OF BEARING AND CONTROL POINTS

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C010

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18

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0

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1"=80'

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ASB

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CM

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1. OFFICE BUILDING OFFICE BUILDING 2. OERATIONS BUILDING OERATIONS BUILDING 3. HEADWORKS HEADWORKS 4. CONTROL BUILDING CONTROL BUILDING 5. INTERMEDIATE CLARIFIER INTERMEDIATE CLARIFIER 6. TRICKLING FILTER TRICKLING FILTER 7. SHOP & STORAGE BUILDING SHOP & STORAGE BUILDING 8. PRIMARY CLARIFIER PRIMARY CLARIFIER 9. BOILER ROOM (TO BE DEMOLISHED) BOILER ROOM (TO BE DEMOLISHED) 10. DIGESTER (TO BE DEMOLISHED) DIGESTER (TO BE DEMOLISHED) 11. CHLORINE CONTACT BASIN 1 CHLORINE CONTACT BASIN 1 12. CHLORINE CONTACT BASIN 2 CHLORINE CONTACT BASIN 2 13. DECHLORINATION FACILITY DECHLORINATION FACILITY 14. POND B POND B 15. POND C POND C 16. POND D - EMERGENCY STORAGE POND D - EMERGENCY STORAGE 17. IRRIGATION PUMP STATION (REMOVED & REPLACED AS DEDUCTIVE BID WORK) IRRIGATION PUMP STATION (REMOVED & REPLACED AS DEDUCTIVE BID WORK) 18. OUTFALL CONTROL SYSTEM OUTFALL CONTROL SYSTEM 19. PROCESS FEED PUMP STATION PROCESS FEED PUMP STATION 20. AERATION BASINS AERATION BASINS 21. BLOWER & MCC BUILDING BLOWER & MCC BUILDING 22. SECONDARY CLARIFIER SECONDARY CLARIFIER 23. RAS/WAS PUMP STATION RAS/WAS PUMP STATION 24. SCUM/DRAIN PUMP STATION SCUM/DRAIN PUMP STATION 25. FLOCCULATION & FILTRATION FLOCCULATION & FILTRATION 26. CHEMICAL & MCC BUILDING CHEMICAL & MCC BUILDING 27. PLANT WATER PUMP STATION PLANT WATER PUMP STATION 28. CAUSTIC FEED SYSTEM CAUSTIC FEED SYSTEM 29. STANDBY GENERATOR STANDBY GENERATOR 30. BELT FILTER PRESS BUILDING BELT FILTER PRESS BUILDING 31. NEW AEROBIC DIGESTER NEW AEROBIC DIGESTER 32. NEW AEROBIC DIGESTER BLOWER BUILDINGNEW AEROBIC DIGESTER BLOWER BUILDING

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SEE DWG C900

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SEE DWG C022

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SEE DWG C021

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CONTRACTOR STAGING AREA

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FACILITIES INDEX:

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CONTROL STATEMENT BEARINGS AND DISTANCES SHOWN ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83) CONVERTED TO THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 3 (CCS83-III) AS REFERENCED BY AVAILABLE NGS PUBLISHED CONTROL MONUMENTS, 2007.00 EPOCH DATE ADJUSTMENT. GRID DISTANCES SHOWN MUST BE MULTIPLIED BY 0.99992400 (CSF) TO OBTAIN GROUND DISTANCES. ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). UNITS SHOWN ARE BASED ON THE U.S. SURVEY FOOT

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Exp. 3/31/2020

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AB

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864.7

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868.25

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868.0

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FF

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867.25

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FG

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866.75

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FG

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866.75

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866.59

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866.75

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FG

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866.59

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AC RAMP

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867.17

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AC RAMP

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862.7

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864.7

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866.7

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868.7

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864.7

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852.7

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860.7

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858.7

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866.75

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FG

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866.59

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AC RAMP

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866.7

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864.7

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856.7

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854.7

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FG

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866.7

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866.7

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852.7

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870.7

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872.7

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874.7

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876.7

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TOC/hp

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868.5

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868.25

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867.5

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870.7

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872.7

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874.7

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868.7

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866.7

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864.7

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FL

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873.25

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TOW

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874.4

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868.0

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AC/AB

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864.7

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AC

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862.7

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862.7

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AC

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862.7

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874.4

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872.5

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850.7

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852.7

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850.7

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848.7

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846.7

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847.7

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EXISTING FILTERS & FLOCCULATION BASINS

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(E) CHEMICAL & MCC BUILDING

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EXISTING SCUM/DRAIN PUMP STATION

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EXISTING SECONDARY CLARIFIER

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(E) BLOWER & MCC BUILDING

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EXISTING HEADWORKS

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EXISTING CONTROL BUILDING

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EXISTING INTERMEDIATE CLARIFIER

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EXISTING TRICKLING FILTER

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EXISTING MAINTENANCE BUILDING

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EXISTING ASPHALT PAVED AREA (TYP)

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EXISTING GRAVEL AREA (TYPICAL)

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EXISTING OFFICE BUILDING

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EXISTING DE-CHLORINATION FACILITY

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NEW AEROBIC DIGESTER

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EXISTING OVERLAND DITCH STORMWATER TO CREEK

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EXISTING PROCESS FEED PUMP STATION

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EXISTING FENCE (TYP)

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EXISTING MANHOLE

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EXISTING MANHOLE

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EXISTING AERATION BASINS

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(E) STANDBY GENERATOR

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EXISTING METERING MANHOLE

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NEW AEROBIC DIGESTER BLOWERS

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R&W EXISTING BOILER BUILDING SEE DWG D705

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EXISTING DRAINAGE SWALE (TYP)

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EXISTING BELT FILTER PRESS BUILDING MODIFICATIONS SEE DWG M740

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EXISTING CHLORINE CONTACT BASIN 2

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EXISTING PLANT WATER PS

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(E) WAS/RAS PUMP STATION MODIFICATIONS SEE DWG M450

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(E) SSMH

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(E) SSMH

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NEW AC ROAD

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NEW RETAINING WALL SEE DWG S030

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NEW AC ROAD

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EXISTING 12" STD

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SEE DWG C021

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GRADING & PAVING PLAN 1

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SOLIDS PUMPING MODIFCATIONS SEE DWG M720

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EXISTING PRIMARY CLARIFIER

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GRADING & PAVING PLAN 2

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www.stantec.com

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Fax.

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Tel.

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3875 Atherton Rd

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Rocklin CA

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95765

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916.773.8100

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916.773.8448

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UPGRADE PROJECT

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184030828

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18.09.10

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105

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GRADING AND PAVING

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PLANT OVERALL PLAN

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C020

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852.7

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850.7

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YY.MM.DD

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www.stantec.com

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Fax.

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Tel.

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3875 Atherton Rd

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Rocklin CA

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95765

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916.773.8100

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916.773.8448

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CONFORMED

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B

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San Andreas

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Sanitary District

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UPGRADE PROJECT

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184030828

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18.09.10

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105

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09/10/2018

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12'-0"

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12'-0"

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12'-0"

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(E) AC AREA

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(E) PRIMARY CLARIFIER

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SEE DWG M720

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(E) DIGESTER

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DEMOLISHED SEE DWG D700

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(E) BOILER BUILDING

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DEMOLISHED SEE DWG D705

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GRADING AND PAVING

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PLAN 1

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C021

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20

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0

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1"=5'

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ASB

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BPC

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EDGE OF (N) AC ROAD N 2,260,571.54 E 6,507,431.90

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C600

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TYP

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1'-0" SAW-CUT

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1'-0" SAW-CUT

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(E) DI

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(E) BELT FILTER PRESS BUILDING

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SEE DWG M740

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(E) MH

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(E) DROP INLET

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MAINTAIN (E) DRAINAGE TO (E) DI

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C610

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TYP

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AC ROAD SWALE TO (E) DI (TYP) PROVIDE CONSTANT SLOPE TO DRAIN TO (E) DI SEE NOTE 1

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C606

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TYP

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1:3 AB SLOPE AS REQUIRED AT EDGE OF (N) AC ROAD (TYP)

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C616

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TYP

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TYPE 3 SWALE TO (E) DI (TYP)

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(E) DI RIM 849.0±(FIELD VERIFY)

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(E) CONC PAD EL 849.78±

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(E) AB ROAD

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(N) AC ROAD (SIM) SEE NOTE 1

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C600

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TYP

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4" SD

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12" SD

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12" SD

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C600

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TYP

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CL AC ROAD W/ SWALE TO (E) DI N 2,260,571.79 E 6,507,446.87 SEE NOTE 1

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(E) AB AREA

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12'-0"

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12'-0"

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12'-0"

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C610

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TYP

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CL AC ROAD W/ SWALE TO (E) DI N 2,260,610.29 E 6,507,436.57 SEE NOTE 1

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MATCH EXISTING GRADE EL 855.7± FIELD VERIFY

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C610

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TYP

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(E) AC EL 854.69

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C606

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TYP

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NEW LIGHT DUTY AB ROAD (TYP)

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C606

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TYP

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NEW LIGHT DUTY AB ROAD (TYP)

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(N) AC ROAD EL 848.6 (0.1' BELOW TOS)

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(E) TOS EL 848.7±(FIELD VERIFY)

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(E) CONC PAD EL 849.15±

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C75452

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Exp. 3/31/2020

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N

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O

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NOTES: 1. CONTRACTOR TO SET EDGE OF ROAD ELEVATION TO EXISTING GRADE , CONTRACTOR TO SET EDGE OF ROAD ELEVATION TO EXISTING GRADE±,SEE TYICAL CIVIL DETAILD C610 FOR SWALE TO DRAIN TO EXISTING DI. FILED VERIFY EXISITNG DI ELEVATIONS AND GRADE TO SUIT.

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(SIM)


N

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AB

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864.7

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TOC

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868.25

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TOC

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868.0

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FF

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867.25

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FG

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866.75

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FG

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866.75

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FG

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866.59

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FG

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866.75

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FG

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866.59

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AC RAMP

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867.17

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AC RAMP

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862.7

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864.7

AutoCAD SHX Text

866.7

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868.7

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864.7

AutoCAD SHX Text

852.7

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860.7

AutoCAD SHX Text

858.7

AutoCAD SHX Text

856.7

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854.7

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866.7

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868.7

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858.7

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860.7

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862.7

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FG/AC

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866.75

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FG

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866.59

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AC RAMP

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866.7

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FG

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864.7

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856.7

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854.7

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FG

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866.7

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FG

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866.7

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852.7

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870.7

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872.7

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874.7

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876.7

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TOC/hp

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868.5

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TOC

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868.25

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TOC

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867.5

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870.7

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872.7

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874.7

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868.7

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866.7

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864.7

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FL

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873.25

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TOW

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874.4

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TOC

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868.0

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AC/AB

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864.7

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AC

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862.7

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AC

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862.7

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AC

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862.7

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FG

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866.59

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TOW

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874.4

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FL

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872.5

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850.7

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Drawing No.

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of

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YY.MM.DD

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www.stantec.com

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Fax.

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Tel.

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3875 Atherton Rd

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Rocklin CA

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95765

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916.773.8100

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916.773.8448

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CONFORMED

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By

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B

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A

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San Andreas

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Sanitary District

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UPGRADE PROJECT

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184030828

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18.09.10

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105

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09/10/2018

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(E) AC AREA

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(E) PRIMARY CLARIFIER

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SEE DWG M720

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GRADING AND PAVING

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PLAN 2

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C022

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21

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0

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1"=10'

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ASB

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BPC

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CM

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By

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YY.MM.DD

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(N) AEROBIC DIGESTER

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SEE DWG M700

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TANGENT POINT TOP OF SLOPE AB EL 866.59 N 2,260,455.75 E 6,507,573.60

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(E) MAINTENANCE BUILDING

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(N) AEROBIC DIGESTER BLOWER BUILDING

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SEE DWG M710

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(E) MH

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868.7

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866.7

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864.7

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862.7

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870.7

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872.7

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874.7

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876.7

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870.7

AutoCAD SHX Text

872.7

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868.7

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866.7

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864.7

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862.7

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860.7

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858.7

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856.7

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854.7

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852.7

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852.7

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850.7

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854.7

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856.7

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858.7

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860.7

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862.7

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864.7

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866.7

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866.7

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866.7

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868.7

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870.7

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872.7

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864.7

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862.7

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864.7

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866.7

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868.7

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870.7

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872.7

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874.0

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BREAK POINT

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864.7

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864.7

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866.7

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868.7

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862.7

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860.7

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858.7

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856.7

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854.7

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853.7

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852.7

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851.7

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850.7

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849.7

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850.7

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848.7

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867.17

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AC RAMP @ DOOR

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868.0

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TOC

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868.25

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TOC

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868.5

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TOC

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868.25

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TOC

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867.5

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TOC

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MAINTAIN (E) DRAINAGE

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868.0

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TOC

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NE OUTSIDE CORNER N 2,260,456.26 E 6,507,476.46

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NW OUTSIDE CORNER N 2,260,474.72 E 6,507,408.59

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5'-0"

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5'-0"

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5'-0"

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864.7

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(E) AC AREA

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(E) AC AREA

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(E) AC AREA

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4'-0" WIDE

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4'-0" WIDE

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C616

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TYP

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C616

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TYP

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N 2,260,464.62 E 6,507,361.26

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N 2,260,471.10 E 6,507,366.40

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N 2,260,476.99 E 6,507,373.86

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N 2,260,481.24 E 6,507,404.45

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N 2,260,457.33 E 6,507,357.67

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4'-0" WIDE TYPE 1 SWALE

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C910

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TYP

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ROCK-SLOPE PROTECTION

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C616

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TYP

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3'-0" WIDE TYPE 3 SWALE

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C600

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TYP

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NEW AC ROAD W/ SWALE

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C610

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TYP

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C600

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TYP

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NEW AC ROAD

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N 2,260,466.00 E 6,507,487.54

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N 2,260,468.93 E 6,507,507.89

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10'-0"WIDE

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10'-0"WIDE

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C645

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TYP

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5'-0"

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5'-0"

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5'-0"

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868.0

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AC

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C606

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TYP

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NEW 4" THICK AB (SIM)

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NW CORNER AC EL 866.75 N 2,260,478.38 E 6,507,539.66

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SW CORNER AC EL 866.75 N 2,260,458.58 E 6,507,519.86

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866.7

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TOP OF SLOPE AB EL 866.59 N 2,260,430.46 E 6,507,548.31

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1:2

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2:1

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2:1

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2:1

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2:1

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C920

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TYP

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FILL W/ KEY AT TOE OF SLOPE (TYP)

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TANGENT POINT TOP OF SLOPE EL 866.59 N 2,260,485.44 E 6,507,543.90

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N 2,260,485.29 E 6,507,524.26

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C600

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TYP

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NEW AC ROAD

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C606

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TYP

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NEW 4" THICK AB (SIM)

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C632

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TYP

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NEW 6"AC CURB 40LF±

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C650

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TYP

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CONC LANDING TOC EL 867.17

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(E) SWALE

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873.25

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FLOW LINE

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864.55

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TOC

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C630

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TYP

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NEW CONC CURB, 60LF±

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O

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O

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N

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A

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I

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N

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O

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L

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C

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A

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O

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F

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I

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F

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L

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C75452

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Exp. 3/31/2020

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N

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O

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I

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A

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A

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N

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N

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P

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T

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S

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E

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M

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S

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F

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E

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N

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S

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G

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I

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N

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E

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L

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O

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A

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N

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P.

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MATCH (E) GRADE AT INTERSECTION WITH (N) AC, TYP

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MATCH (E) GRADE AT INTERSECTION WITH (N) AC, TYP

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R&W (E) VEGETATION

N


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S

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S

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EXISTING FILTERS & FLOCCULATION BASINS

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CHEMICAL & MCC BUILDING

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(E) SCUM/DRAIN PUMP STATION

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(E) SECONDARY CLARIFIER

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EXISTING MAINTENANCE BUILDING

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NEW AEROBIC DIGESTER

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NEW AEROBIC DIGESTER BLOWERS

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R&W EXISTING BOILER BUILDING SEE DWG D705

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(E) BELT FILTER PRESS BUILDING MODIFICATIONS SEE DWG M740

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EXISTINGCHLORINE CONTACT BASIN 2

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EXISTING PLANT WATER PS

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(E) WAS/RAS PUMP STATION MODIFICATIONS SEE DWG M450

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(E) SSMH

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NEW RETAINING WALL SEE DWG S030

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FOR CONTINUATION SEE PRIMARY SOLIDS AND SCUM PUMP STATION, SEE DWG M720

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EXISTING PRIMARY CLARIFIER

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SEE DWG M700

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SEE DWG M710

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6" D

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4" SN

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3" IA

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8" AA

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8" SS

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CONNECT TO (E) 6" D IE 855.2±W/ 6"x 4"RED

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6" D

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3" PS

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2 1/2" WAS

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CONNECT TO (E) 6" SOLIDS PIPE IE 847.15±SEE DWG M740

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2 1/2" WAS

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6" D

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4" SSC

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4" BWW

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3" PS

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IE 852.4±SEE DWG M720

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3" PS

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IE 852.45 N 2,260,554.13 E 6,507,446.96

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6" D

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6"WYE W/ PRESS. COTG IE 848.53 N 2,260,519.06 E 6,507,464.09

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C550

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TYP

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6"WYE W/ PRESS. COTG IE 847.71 N 2,260,591.48 E 6,507,431.08

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C550

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TYP

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3" PS

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IE 854.45 N 2,260,528.28 E 6,507,458.74

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IE 853.25 N 2,260,516.10 E 6,507,457.15

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DRAIN

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IE 858.28

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2 1/2" WAS

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IE 856.95

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COTG IE 860.50

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C550

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TYP

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IE 849.00

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4" SN

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COTG IE 856.00 N 2,260,498.28 E 6,507,461.48

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C550

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TYP

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4" SN

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4" 22.5° ELBIE 855.30 N 2,260,526.24 E 6,507,469.03

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4" SN

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2 1/2" WAS

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IE 853.00 N 2,260,528.44 E 6,507,474.47

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IE 861.83

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IE 861.83

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4" 1W

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IE 849.7±

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36"±COVERTO REMAIN IN SERVICE

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ABANDONED & PLUGGED

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6" D

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2 1/2" WAS

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IE 846.50 N 2,260,521.81 E 6,507,572.94

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IE 846.50 N 2,260,499.82 E 6,507,592.15

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2 1/2" WAS

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IE 849.25 N 2,260,551.45 E 6,507,651.24

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FOR PIPING CONTINUATION, SEE M450

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FOR PIPING CONTINUATION, SEE M710

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N 2260460.69 E 6507482.84

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1 1/2" 1W

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CONNECT TO (E) 4" 1W

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1 1/2" 1W

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BACK FLOW PREVENTER

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1 1/2" HOSE BIB AND HOSE RACK

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Drawing No.

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Scale

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Title

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Sheet

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of

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Checked

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Drawn

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Designed

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YY.MM.DD

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www.stantec.com

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Fax.

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Tel.

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3875 Atherton Rd

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Rocklin CA

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95765

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916.773.8100

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916.773.8448

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CONFORMED

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Client / Project

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V:\1840\active\184030828\drawings\ACT\30828-C030.dwg

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By

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Issued

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Appd.

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YY.MM.DD

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0

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1"

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Project No.

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Revision

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1

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2

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4

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5

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H

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G

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F

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E

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D

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C

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B

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A

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San Andreas

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Sanitary District

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UPGRADE PROJECT

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184030828

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18.09.10

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105

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09/10/2018

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YARD PIPING PLAN

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C030

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22

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1

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1" = 10'

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ASB

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BPC

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CM

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By

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V

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C75452

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Exp. 3/31/2020

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N

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O

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I

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A

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A

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N

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N

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P.

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ADDENDUM NO. 1

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AEB

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18.10.08

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CM

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1

the contractor shall verify and be responsible for all

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