Attachment 4 Drawings.pdf

IN

D

IA

N

H

EALTH SER

V

IC

E

W W W W

WSL WSL WSL WSL

D DD D

E E

D

IA

N

H

EALTH SER

V

IC

E

/1 4/

D

D

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

X

X

X

X

X

X X

X

X

X

X

X

X X X X X X X X X X X X X X X X X X X X X X

D

D

D

W W

W W

W W

W W

W

W

W W

IN

D

IA

N

H

EALTH SER

V

IC

E

W

SL

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W W

W W

W W

W

W

W W

Elevation (feet)

Distance (feet)

SECTION A-A

0+00 0+25 0+50 0+75 1+00 1+25 1+50

50%

0% 2%2%

STA:0+22

ELEV:809.09

STA:0+52

ELEV:793.80

STA:1+03

ELEV:793.73

STA:0+62

ELEV:794.00

STA: 0+89

ELEV:794.00

MATCH <E> ELEV.

@ 3:1 SLOPE

IN

D

IA

N

H

EALTH SER

V

IC

E

A

A

/1 4/

D

IA

N

H

EALTH SER

V

IC

E

2022 CBC/ASCE 7-16 Seismic Design Parameters

Latitude: 39.6767° N Longitude: -122.5211° W

ASCE 7-16

Table/Figure

2022 CBC

Table/Figure

Factor/ Coefficient

Value

Short-Period MCE at 0.2s Figure 22-1 Figure 1613.2.1(1) SS 0.912g

1.0s Period MCE Figure 22-2 Figure 1613.2.1(3) S1 0.393g

Soil Class Table 20.3-1 Section 1613.2.2 Site Class C

Site Coefficient Table 11.4-1 Table 1613.2.3(1) Fa 1.200

Site Coefficient Table 11.4-2 Table 1613.2.3(2) Fv 1.500

Adjusted MCE Spectral Response Parameters

Equation 11.4-1 Equation 16-20 SMS 1.094g

Equation 11.4-2 Equation 16-21 SM1 0.589g

Design Spectral Acceleration Parameters

Equation 11.4-3 Equation 16-22 SDS 0.729g

Equation 11.4-4 Equation 16-23 SD1 0.393g

Seismic Design Category Table 11.6-1 Table 1613.2.5(1)

Risk Category I to IV

D

Table 11.6-2 Table 1613.2.5(2) Risk Category

I to IV D

MCE – Maximum Considered Earthquake g – Acceleration due to gravity

/1 4/

D

IA

N

H

EALTH SER

V

IC

E

/1 4/

D

IA

N

H

EALTH SER

V

IC

E

/1 4/

D

IA

N

H

EALTH SER

V

IC

E

T T

T

T

T

/1 4/

D

IA

N

H

EALTH SER

V

IC

E

/1 4/

D

IA

N

H

EALTH SER

V

IC

E

SECTION

PLAN

SECTION B-B

B B

/1 4/

A

A

IN

D

IA

N

H

EALTH SER

V

IC

E

/1 4/

D

IA

N

H

EALTH SER

V

IC

E

A A

B B

/1 4/

X X X X X X

X X X

X X

X

X X

X

IN

D

IA

N

H

EALTH SER

V

IC

E

/1 4/

D

IA

N

H

EALTH SER

V

IC

E

KEYING AND BENCHING DETAIL

GRINDSTONE INDIAN RESERVATION WATER STORAGE

TANK

Phils Way and Chris Crossing

Elk Creek, California

FIGURE 7

Date: 03/23 MPE No. 06268-01

EXISTING GROUND SURFACE

PRIOR TO GRADING

EXISTING GROUND SURFACE

ENGIPNREIOERRE TDO F GILRLA DING

FINISHED SLOPE

2(H): 1(V) TYPICAL

KEYWAY

EXCAVATION

EQUAL TO

KEYWAY

DEPTH

EXISTING GROUND SURFACE

TRENCH DRAIN

CONCRETE LINED V-DITCH

BENCHES

SEEPAGE FLOW

TOE DRAIN DETAIL

DRAIN ROCK

DRAIN ROCK

GEOTEXTILE FILTER

FABRIC

PERFORATED OR SLOTTED PIPE

NOT TO SCALE

TRENCH DRAIN DETAIL

GEOTEXTILE FILTER

FABRIC

TRENCH

PERFORATED

OR SLOTTED

PIPE

10 FEET

MIN.

4 FEET

MIN.

2 FEET MIN. 18 INCHES

MIN.

NOTES:

1. Excavation for benches and keyway should remove all loose, soft, and/or disturbed soil and/or rock as well and any organic material or vegetation.

2. Keyway depth indicated above is a minimum. Actual depth may vary depending on field conditions. Keyway depth may be reduced to less than 3 feet if hard rock is encountered.

3. In general, cut slopes between benches should be no steeper than 3(h):1(v) or flatter depending on the materials encountered and should meet all federal or state OSHA requirements. The maximum vertical offset between adjacent benches should be less than 5 feet. All benches should extend a minimum of 12 inches (horizontally) into the slope.

4. The bottom of the keyway should be sloped downward a minimum of 2 percent toward the toe drain and heel of the keyway, as indicated above.

5. A toe drain should be placed at the bottom of the keyway at the location indicated above. This drain should extend the entire length of the keyway and be constructed in accordance with the detail above requirements provided below.

6. If water, fractured rock, pervious soils, or other subsurface conditions are exposed during grading which would indicate the potential for future water seepage into the fill, trench drains should be constructed at these location in accordance with the detail above and requirements provided below.

a. Drain trench depth(s) will vary depending on the subsurface conditions encountered during construction. As a minimum, trench depth(s) should be equal to the height of the adjoining, downslope cut; actual depth(s) should be determined in the field by the project Geotechnical Engineer. The trench wall should be free of obstructions, sharp rocks, or other protuberances which could puncture or otherwise damage the geotextile filter fabric.

b. Geotextile filter fabric should consist of Mirafi 140 NC, AMACO 4546, or other equivalent fabric approved by the project Geotechnical Engineer.

c. Geotextile filter fabric should be stored, handled, and installed in accordance with the manufacture’s recommendations.

d. Perforated or slotted pipe should be a minimum of 4-inches in diameter (for drains less than 200 feet in length), or 6-inches in diameter for drains exceeding 200 feet in length. Pipe should consist of perforated or slotted, high strength plastic (or other similar material) capable of sustaining overburden pressures (as well as any induced loading due to surface loads, nearby foundations, etc.) without noticeable deformation. Pipe type, connection details, and installation methods should be determined and specified by the project Geotechnical Engineer or Architect.

e. The bottom of all perforated or slotted pipes should be placed within 1 to3 inches of the trench or excavation bottom. Perforated or slotted pipes placed within a trench excavation should be centered (horizontally) within the excavation, with perforations or slots placed down or to the side. Pipe perforations or slots should be no more than ¼-inch in diameter or width.

f. Water collected by the perforated or slotted pipes should be directed by solid conduit (of similar type to perforated or slotted) to a sump, ditch, storm drain, or other suitable location for disposal.

g. Drain rock should consist of poorly-graded, durable stone, sized such that 100 percent passes the 1-inch sieve and less than 5 percent passes the No.4 sieve.

h. Perforated pipe and any solid conduit collector pipes should be sloped a minimum of 2 percent (2%) to drain.

i. Depending on project related factors beyond the scope of this study, it may be advisable to install drain line cleanouts at regular intervals. The design and location of cleanouts should be determined by the project Geotechnical Engineer or Architect. All cleanouts should be secured to prevent vandalism, tampering, or damage.

TOE DRAIN

3 FEET MIN.

07/28/2025

/1 4/

D

IA

N

HEALTH

SE

R V

I C

E

ELECTRICAL NOTES:

SE

P3

D

IA

N

H

EALTH SE

R V

I C

E

H

LETTER

SHEET

SE

D

IA

N

H

EALTH SE

R V

I C

E

SE

D

IA

N

H

EALTH SE

R V

I C

E

E-

LEGEND:

UNDERGROUND CONDUIT DUCT BANK

E-2

E-3 E-4

E-1

E-5

SE

MAT

CH LI

NE

ML-1

MATCH LINE ML-1

MATCH LINE ML-1

IN

D

IA

N

H

EALTH SE

R V

I C

E

C0003

C0007

C0004

C0008

C0008 C0009 C0010

SE

MATCH LINE ML-4

MATCH LINE ML-4

IN

D

IA

N

H

EALTH SE

R V

I C

E

C0010 C0011

C0012

C0012 C0013 C0014

C0015

SE

M

AT

C H

L

IN

E M

L-

W

X

MATCH LINE ML-1

MATCH LINE ML-1

IN

D

IA

N

H

EALTH SE

R V

I C

E

C0014 C0015

C0002

C0003

C0007

SE

D

IA

N

H

EALTH SE

R V

I C

E

C0005

SE

D

IA

N

H

EALTH SE

R V

I C

E

C0002

C0001

SE

D

IA

N

H

EALTH SE

R V

I C

E

C0015

C0018

C0019

C0016

C0017

E

E

E

E

E

E

E

E

E

E E

E E

E

E

SE

D

IA

N

H

EALTH SE

R V

I C

E

CONTROL CONDUIT WIRE SCHEDULE

CONDUIT WIRE

FROM TO

NO. SIZE CONTROL

C0001 1" 1-#18 TSP, 1-FIBER OPTIC DISTRIBUTION PLC ADMIN JUNCTION BOX 1"ABJB-1"

C0002 2" 1-#18 TSP, 1-FIBER OPTIC ADMIN JUNCTION BOX 1"ABJB-1" FIELD PULLBOX 2 "FPB-2"

C0003 2" 1-#18 TSP FIELD PULLBOX 2 "FPB-2" FIELD PULLBOX 1 "FPB-1"

C0004 2" 1-#18 TSP FIELD PULLBOX 1 "FPB-1" TANK PULLBOX 1 "TPB-1"

C0005 2" 1-#18 TSP TANK PULLBOX 1 "TPB-1" TANK INSTRUMENTATION JUNCTION BOX 1 "TJB-1" C0006 2" 1-#18 TSP TANK INSTRUMENTATION JUNCTION BOX 1 "TJB-1" TANK LEVEL TRANDUCER

C0007 2" FIBER OPTIC FIELD PULLBOX 2 "FPB-2" FIELD PULLBOX 3 "FPB-3"

C0008 2" FIBER OPTIC FIELD PULLBOX 3 "FPB-3" FIELD PULLBOX 4 "FPB-4"

C0009 2" FIBER OPTIC FIELD PULLBOX 4 "FPB-4" FIELD PULLBOX 5 "FPB-5"

C0010 2" FIBER OPTIC FIELD PULLBOX 5 "FPB-5" FIELD PULLBOX 6 "FPB-6"

C0011 2" FIBER OPTIC FIELD PULLBOX 6 "FPB-6" FIELD PULLBOX 7 "FPB-7"

C0012 2" FIBER OPTIC FIELD PULLBOX 7 "FPB-7" FIELD PULLBOX 8 "FPB-8"

C0013 2" FIBER OPTIC FIELD PULLBOX 8 "FPB-8" FIELD PULLBOX 9 "FPB-9"

C0014 2" FIBER OPTIC FIELD PULLBOX 9 "FPB-9" FIELD PULLBOX 10 "FPB-10"

C0015 2" FIBER OPTIC FIELD PULLBOX 10 "FPB-10" EXISTING JUNCTION BOX

C0016 2" FIBER OPTIC EXISTING JUNCTION BOX EXISTING BOOSTER PUMP BUILDING

C0017 2" FIBER OPTIC EXISTING BOOSTER PUMP BUILDING TREATMENT BUILDING JUCTION BOX 1 "TBJB-1" C0018 1" FIBER OPTIC TREATMENT BUILDING JUCTION BOX 1 "TBJB-1" NEW TREATMENT FIBER OPTIC/ETHERNET SWITCH

C0019 1" ETHERNET NEW TREATMENT FIBER OPTIC/ETHERNET SWITCH EXISTING TREATMENT PLC

SE

D

IA

N

H

EALTH SE

R V

I C

E

SE

3" MI

N

3"

MIN

12"

MIN

CF001-A-1

CF002-D-1

CF002-D-2

CF002-E-1

IN

D

IA

N

H

EALTH SE

R V

I C

E

SE

D

IA

N

H

EALTH SE

R V

I C

E

SE

D

IA

N

H

EALTH SE

R V

I C

E

SE

D

IA

N

H

EALTH SE

R V

I C

E

SE

D

IA

N

H

EALTH SE

R V

I C

E

SE

P3

Type text here

CA 17-N18 G100,G101,C200 May14_2025-C200