CASC - sbmwd.org

SAN BERNARDINO MUNICIPAL WATER DEPARTMENT

SPECIFICATION NO. XXXX

WELL NO. D-1264

TWO WORKING DAYS

RS

CALL: TOLL FREE

UNDERGROUND SERVICE ALERT

811

BEFORE YOU DIG

DRAWING SCALES:

HORIZ:

VERT:

C.O. NO.:

HORIZONTAL AND VERTICAL DATUM:

CHECKED BY:

DESIGN ENGINEER

SBMWD ENGINEER

APPROVED

DATE

APPROVED

DATE

DESIGNED BY:

MARK

REVISIONS

DRAWN BY:

WELL NO. D-1264

CITY OF SAN BERNARDINO

MUNICIPAL WATER DEPARTMENT

TITLE SHEET

N/A

N/A

90%%% SUBMITTAL

C2

C1

3

4

DWG

G1

SV1

%%USHEET INDEX

SHEET NO.

2

1

%%uDECLARATION OF RESPONSIBLE CHARGE: ENGINEER OF WORK:

I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE

EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF THIS PROJECT AS DEFINED IN SECTION

6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT

WITH CURRENT STANDARDS.

I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE

SAN BERNARDINO MUNICIPAL WATER DEPARTMENT IS CONFINED TO A REVIEW ONLY AND

DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT

DESIGN.

10

VICINITY

PROJECT

RIALTO

MUSCOY

SAN

RANCHO

138

210

60

91

79

15

215

15

10

215

60

REDLANDS

BERNARDINO

CUCAMONGA

ONTARIO

FONTANA

COLTON

RIVERSIDE

MORENO VALLEY

BEAUMONT

CORONA

NOT TO SCALE

%%UVICINITY MAP

N

N

%%ULOCATION MAP

NOT TO SCALE

PROJECT

HIGHLAND AVE

BASELINE AVE

5TH STREET

REDLANDS BLVD

FOOTHILL BLVD

RIALTO AVE

MILL STREET

"E" STREET

WATERMAN AVE

TIPPECANOE AVE

MT. VERNON

MERIDIAN AVE

CAJON BLVD

KENDALL AVE

PALM AVE

MG

MG

SIGNATURE

DATE

C-1682-1-G-G1.DWG

DWG G1

OF

1

1682

SHEET

5

(909) 453-6100

DATE

WATER DEPARTMENT'S ENGINEER CERTIFICATE

THIS CERTIFIES THAT ON ____________________, I REVIEWED THE PLAN FOR THE

VINCENT WELL STABILIZATION PROJECT, AND FOUND THAT IT MEETS THE MINIMUM

REQUIREMENTS OF THE CALIFORNIA HEALTH AND SAFETY CODE.

MIGUEL J. GUERRERO

DIRECTOR, WATER UTILITY

CA. R.C.E. 73239

EXPIRATION DATE: 12/31/2018

VINCENT WELL STABILIZATION PROJECT

CONSTRUCTION DETAILS

SITE AND GRADING PLAN

DESCRIPTION

TITLE SHEET

SURVEY PLAN

%%UABBREVIATIONS

210

_____________________________________________ __________

215

15

15

KENWOOD AVE

CAJON BLVD

PH. (909) 783-0101

1470 EAST COOLEY DRIVE, COLTON, CA 92324

No. 58953

Exp. 06-30-19

VINCENT WELL STABILIZATION PROJECT

HORIZONTAL AND VERTICAL CONTROL POINTS ARE ESTABLISHED BY RAPID STATIC GPS OBSERVATION METHODS. GPS DATA WAS POST PROCESSED USING LOCAL NGS CORS STATIONS TO PRODUCE CCS NAD83 EPOCH 2010 ZONE F HORIZONTAL DATUM AND NAVD88 VERTICAL DATUM.

%%UCONSTRUCTION NOTES

PROTECT EXISTING FACILITY OR UTILIITY IN PLACE REMOVE EXISTING CONCRETED RIPRAP CONSTRUCT GABION SLOPE PROTECTION AS SHOWN ON GABION CONSTRUCTION PLAN ON DWG C1, AND PER CONSTRUCTION DETAILS ON DWGS C2 AND C3.

AP ANGLE POINT ANGLE POINT BGA BOTTOM OF GABION BOTTOM OF GABION DWG DRAWING DRAWING DWGS DRAWINGS DRAWINGS EXIST. EXISTING EXISTING MIN. MINIMUM MINIMUM TGA TOP OF GABIONTOP OF GABION

RCE NO. 58953

C3

5

CONSTRUCTION DETAILS

APPROXIMATE CITY BOUNDARY

E

E

w

w

SURVEY CONTROL POINTS: 1001 1911242.1880' 6730504.5210' 2344.51' SET 1x2&TACK 1911242.1880' 6730504.5210' 2344.51' SET 1x2&TACK 6730504.5210' 2344.51' SET 1x2&TACK 2344.51' SET 1x2&TACK SET 1x2&TACK 1002 1910097.1210' 6731741.2150' 2334.50' SET 60D SPIKE&FEATHER 1910097.1210' 6731741.2150' 2334.50' SET 60D SPIKE&FEATHER 6731741.2150' 2334.50' SET 60D SPIKE&FEATHER 2334.50' SET 60D SPIKE&FEATHER SET 60D SPIKE&FEATHER 1003 1909839.2150' 6730906.2330' 2304.45' SET 1X2&TACK1909839.2150' 6730906.2330' 2304.45' SET 1X2&TACK6730906.2330' 2304.45' SET 1X2&TACK2304.45' SET 1X2&TACKSET 1X2&TACK

HORIZONTAL AND VERTICAL DATUM: HORIZONTAL AND VERTICAL CONTROL POINTS ARE ESTABLISHED BY RAPID STATIC GPS OBSERVATION METHODS. GPS DATA WAS POST PROCESSED USING LOCAL NGS CORS STATIONS TO PRODUCE CCS NAD83 EPOCH 2010 ZONE 5 HORIZONTAL DATUM AND NAVD88 VERTICAL DATUM.

1001

PROJECT CONTROL COORDINATE TABLE (EPOCH 2010)

ELEVATION

EASTING

HORIZONTAL:

NORTHING

POINT

1910097.1210

NAD 83- ZONE 5

STATE OF CALIFORNIA COORDINATE SYSTEM

1911242.1880

6730504.5210

2344.51

DESCRIPTION

SET 1x2 & TACK

1002

SET 60D SPIKE & FEATHER

2334.50

1003

1909839.2150

2304.45

SET 1x2 & TACK

TWO WORKING DAYS

RS

CALL: TOLL FREE

UNDERGROUND SERVICE ALERT

811

BEFORE YOU DIG

DRAWING SCALES:

HORIZ:

VERT:

C.O. NO.:

CHECKED BY:

DESIGN ENGINEER

SBMWD ENGINEER

APPROVED

DATE

APPROVED

DATE

DESIGNED BY:

MARK

REVISIONS

DRAWN BY:

CITY OF SAN BERNARDINO

MUNICIPAL WATER DEPARTMENT

N/A

N/A

90%%% SUBMITTAL

MG

MG

C-1682-2-SV-SV1.DWG

DWG SV1

OF

2

SHEET

4

WELL NO. D-1264

SURVEY PLAN

0

GRAPHIC SCALE 1"=100'

6731741.2150

6730906.2330

VINCENT WELL 34° 14' 24.33"N LATITUDE117° 26' 24.96"W LONGITUDE

HORIZONTAL AND VERTICAL DATUM:

HORIZONTAL AND VERTICAL CONTROL POINTS ARE ESTABLISHED BY RAPID STATIC GPS OBSERVATION METHODS. GPS DATA WAS POST PROCESSED USING LOCAL NGS CORS STATIONS TO PRODUCE CCS NAD83 EPOCH 2010 ZONE F HORIZONTAL DATUM AND NAVD88 VERTICAL DATUM.

VERTICAL:

NAVD 88

STATE OF CALIFORNIA COORDINATE SYSTEM

No. 58953

Exp. 06-30-19

VINCENT WELL STABILIZATION PROJECT

100

100

200

300

100

100

LINE A

LINE B

%%uDECLARATION OF RESPONSIBLE CHARGE: ENGINEER OF WORK:

I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE

EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF THIS PROJECT AS DEFINED IN SECTION

6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT

WITH CURRENT STANDARDS.

I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE

SAN BERNARDINO MUNICIPAL WATER DEPARTMENT IS CONFINED TO A REVIEW ONLY AND

DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT

DESIGN.

SIGNATURE

DATE

RCE NO. 58953

PH. (909) 783-0101

1470 EAST COOLEY DRIVE, COLTON, CA 92324

#

PROFILE LINE

E

E

w

w

TEMPORARY EXCAVATION LINE

1.5

1

TOE OF SLOPE

EXISTING GRADE

EXISTING VINCENT WELL STRUCTURE

1

2

1

2

1.5

1

TEMPORARY EXCAVATION LINE

EXISTING GRADE

EXISTING POWER POLE PROTECT IN PLACE

GABION TOE

LINE A

LINE B

2293 BOTTOM

DAYLIGHT LINE

12'

12'

GABION TOE

LINE B

LINE A

2293 BOTTOM

DAYLIGHT LINE

TOE OF SLOPE

TEMPORARY EXCAVATION LINE FROM STAGE 1

EXISTING GRADE

EXISTING VINCENT WELL STRUCTURE

TEMPORARY EXCAVATION LINE FROM STAGE 1

10'MIN.

EXISTING GRADE

EXISTING POWER POLE PROTECT IN PLACE

VARIES

FINISH GRADE

MATCH EXISTING AT STAGE 1 DAYLIGHT LINE

MATCH EXISTING AT STAGE 1 DAYLIGHT LINE

MATCH FINISH GRADE TO TOP OF GABION

VARIES

FINISH GRADE

E

E

w

w

TWO WORKING DAYS

RS

CALL: TOLL FREE

UNDERGROUND SERVICE ALERT

811

BEFORE YOU DIG

DRAWING SCALES:

HORIZ:

VERT:

C.O. NO.:

CHECKED BY:

DESIGN ENGINEER

SBMWD ENGINEER

APPROVED

DATE

APPROVED

DATE

DESIGNED BY:

MARK

REVISIONS

DRAWN BY:

VINCENT WELL STABILIZATION PROJECT

CITY OF SAN BERNARDINO

MUNICIPAL WATER DEPARTMENT

1"=40'

1"=10'

90%%% SUBMITTAL

%%uDECLARATION OF RESPONSIBLE CHARGE: ENGINEER OF WORK:

I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE

EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF THIS PROJECT AS DEFINED IN SECTION

6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT

WITH CURRENT STANDARDS.

I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE

SAN BERNARDINO MUNICIPAL WATER DEPARTMENT IS CONFINED TO A REVIEW ONLY AND

DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT

DESIGN.

MG

MG

SIGNATURE

DATE

C-1682-3-C-C1.DWG

DWG C1

OF

3

1682

SHEET

5

N

0

GRAPHIC SCALE

( IN FEET )

1 inch = ft.

40

20

40

80

120

PH. (909) 783-0101

LEGEND

PROPOSED GABIONS

EXISTING RIPRAP

STAGE 1 - EXCAVATION AND GABION CONSTRUCTION PROFILE

SCALE: 1"=40' HORIZONTAL, 1"=10' VERTICAL

STAGE 1 - EXCAVATION AND GABION CONSTRUCTION PLAN

WELL NO. D-1264

SITE AND GRADING PLAN

No. 58953

Exp. 06-30-19

CONSTRUCTION NOTES

HORIZONTAL AND VERTICAL DATUM:

HORIZONTAL AND VERTICAL CONTROL POINTS ARE ESTABLISHED BY RAPID STATIC GPS OBSERVATION METHODS. GPS DATA WAS POST PROCESSED USING LOCAL NGS CORS STATIONS TO PRODUCE CCS NAD83 EPOCH 2010 ZONE F HORIZONTAL DATUM AND NAVD88 VERTICAL DATUM.

DAYLIGHT LINE

EXIST. 12" WATER LINE PROTECT IN PLACE

EXIST. 12" WATER LINE PROTECT IN PLACE

STAGE 2 - FINISH GRADING PLAN

STAGE 2 - FINISH GRADING PROFILE

SCALE: 1"=40' HORIZONTAL, 1"=10' VERTICAL

N

0

GRAPHIC SCALE

( IN FEET )

1 inch = ft.

40

20

40

80

120

EXIST. 12" WATER LINE PROTECT IN PLACE

EXIST. 12" WATER LINE PROTECT IN PLACE

TO CONTROL POINT 1003

2310.5 TOP OF GABION

2307.5 BOTTOM OF GABION

GABION START

ABBREVIATIONS

AP ANGLE POINT ANGLE POINT BGA BOTTOM OF GABION BOTTOM OF GABION DWG DRAWING DRAWING DWGS DRAWINGS DRAWINGS EXIST. EXISTING EXISTING MIN. MINIMUM MINIMUM TGA TOP OF GABIONTOP OF GABION

2315 TGA

2312 BGA

2315 TGA

2314 TGA

2311 BGA

2313 TGA 2310 BGA AP

2313 TGA 2310 BGA GABION END

2312 BGA

2296 TGA

2293 BGA

GABION TOE

CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, APPURTENANCES, AND STRUCTURES UNLESS CALLED OUT EXPLICITLY FOR DEMOLITION AND REMOVAL

2296 TGA

2293 BGA

GABION TOE

2296 TGA

2293 BGA

TOE OF SLOPE

2296 TGA

2293 BGA

TOE OF SLOPE

2293 TOE OF SLOPE

(TYP)

2:1

2:1

2:1

2:1

2:1

1.5:1

1.5:1

1.5:1

1.5:1

1.5:1

1.5:1

1.5:1

LINE A

LINE A

LINE B

AP

LINE DATA

LINE #

L1

L2

L3

L4

L5

L6

L7

L8

LENGTH

82.43'

17.60'

38.81'

29.09'

29.61'

100.00'

48.82'

65.00'

DIRECTION

S33° 54' 58.36"E

S40° 11' 17.50"E

S9° 47' 24.02"W

S44° 28' 09.68"E

S40° 33' 16.25"E

S40° 11' 17.50"E

S9° 47' 24.02"W

S40° 33' 16.25"E

CURVE DATA

CURVE#

C1

C2

C3

C4

LENGTH

1.74'

15.38'

39.25'

106.36'

RADIUS

2.00'

7.00'

45.00'

47.00'

DELTA

49.98'

125.92'

49.98'

129.66'

PH. (909) 783-0101

1470 EAST COOLEY DRIVE, COLTON, CA 92324

RCE NO. 58953

PROFILE LINE

PROFILE LINE

TOP OF GABION

2310.5 TGA

2315 TGA

2313 TGA

2314 TGA

2313 TGA

2315 TGA

STAGE 1 DAYLIGHT LINE (EXCAVATION LIMITS)

PROTECT EXISTING FACILITY OR UTILIITY IN PLACE REMOVE EXISTING CONCRETED RIPRAP CONSTRUCT GABION SLOPE PROTECTION AS SHOWN ON GABION CONSTRUCTION PLAN ON DWG C1, AND PER CONSTRUCTION DETAILS ON DWGS C2 AND C3.

INTERNAL CONNECTING WIRES

INTERNAL CONNECTING WIRES

FRONT VIEW

PLAN VIEW

"CORNER" OUTSIDE OR EXPOSED GABION

12"

12"

12"

12"

12"

12"

12"

12"

12"

OUTSIDE FACE

1'-0", 1'-6"

DIAPHRAGM

SPACED

AT 3'-0" C-C

OR 3'-0" (HEIGHT)

END PANEL

BACK PANEL

LID PANEL

BASE

END

PANEL

FRONT PANEL

6'-0", 9'-0" OR 12'-0" (LENGTH)

3'-0" (WIDTH)

TWISTED MESH PER DETAIL D HEREON

LENGTH

WIDTH

HEIGHT

1

2

3

STANDARD GABION SIZES

NUMBER OF

DIAPHRAGMS

VOLUME

CY

6'-0"

9'-0"

12'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

2.0

3.0

4.0

AREA OF OPENING

NOTE: AREA OF OPENING NOT TO EXCEED 10.3 SQUARE INCHES

3 1/4" MAX 3" MIN

TWO WORKING DAYS

RS

CALL: TOLL FREE

UNDERGROUND SERVICE ALERT

811

BEFORE YOU DIG

DRAWING SCALES:

HORIZ:

VERT:

C.O. NO.:

CHECKED BY:

DESIGN ENGINEER

SBMWD ENGINEER

APPROVED

DATE

APPROVED

DATE

DESIGNED BY:

MARK

REVISIONS

DRAWN BY:

WELL NO. D-1264

CITY OF SAN BERNARDINO

MUNICIPAL WATER DEPARTMENT

N/A

N/A

MG

MG

C-1682-4-C-C2.DWG

DWG C2

OF

4

1682

SHEET

5

VINCENT WELL STABILIZATION PROJECT

CONSTRUCTION DETAILS

No. 58953

Exp. 06-30-19

TYPICAL GABION SECTION

NOT TO SCALE

A

-

EXISTING VINCENT WELL STRUCTURE

EXISTING GRADE

PROPOSED NON-WOVEN GEOTEXTILE FABRIC (MIRAFI 1120 FILTER FABRIC OR APPROVED EQUAL) PLACED AGAINST EXCAVATED GROUND. COMPACTED TO SPECIFIED RELATIVE COMPACTION. ANCHOR INTO SLOPE PER MANUFACTURER'S SPECIFICATIONS

1.5

1

TEMPORARY EXCAVATION LINE

2293.0 BOTTOM

2

1

HORIZONTAL AND VERTICAL DATUM:

HORIZONTAL AND VERTICAL CONTROL POINTS ARE ESTABLISHED BY RAPID STATIC GPS OBSERVATION METHODS. GPS DATA WAS POST PROCESSED USING LOCAL NGS CORS STATIONS TO PRODUCE CCS NAD83 EPOCH 2010 ZONE F HORIZONTAL DATUM AND NAVD88 VERTICAL DATUM.

%%uNOTES:%%U

1. INTERNAL CONNECTING WIRE (13.5-GAGE) SHALL BE INSTALLED ACROSS WIDTH OF INTERIOR GABIONS INTERNAL CONNECTING WIRE (13.5-GAGE) SHALL BE INSTALLED ACROSS WIDTH OF INTERIOR GABIONS AND ACROSS WIDTH AND LENGTH OF END GABIONS AS SHOWN IN DETAIL B HEREON. 2. INTERNAL CONNECTING WIRES ARE REQUIRED ON ALL GABIONS 3'-0" HIGH. 3. PREFORMED STIFFENERS (11-GAGE OR 9-GAGE) ARE AN ACCEPTABLE ALTERNATIVE TO INTERNAL PREFORMED STIFFENERS (11-GAGE OR 9-GAGE) ARE AN ACCEPTABLE ALTERNATIVE TO INTERNAL CONNECTING WIRES. INSTALL THEM AS RECOMMENDED BY MANUFACTURER AT 1/3 POINTS. 4. PLACE ROCK IN END GABION CELL FIRST, AND CONTINUE BY FILLING INTERIOR GABION CELLS. PLACE ROCK IN END GABION CELL FIRST, AND CONTINUE BY FILLING INTERIOR GABION CELLS. 5. FOR GABION DIMENSIONS, REFER TO DETAIL E "STANDARD GABION SIZES" HEREON. FOR GABION DIMENSIONS, REFER TO DETAIL E "STANDARD GABION SIZES" HEREON. 6. THE SIDE OF EXCAVATIONS AND ANY TEMPORARY EARTHWORKS PROFILES ARE TO BE REGULARLY THE SIDE OF EXCAVATIONS AND ANY TEMPORARY EARTHWORKS PROFILES ARE TO BE REGULARLY INSPECTED AND MAINTAINED TO ENSURE THAT THEY REMAIN STABLE AND ARE NOT DETERIORATING THROUGH THE INGRESS OF WATER, DIRECT RAINFALL, OR GROUND WATER SEEPAGE OR ANY OTHER MEANS AND THE WORKS CAN BE CONSTRUCTED SAFELY AT ALL TIMES. 7. TEMPORARY DEWATERING MAY BE NEEDED TO KEEP THE GROUNDWATER AT LEAST FIVE (5) FEET TEMPORARY DEWATERING MAY BE NEEDED TO KEEP THE GROUNDWATER AT LEAST FIVE (5) FEET BELOW EXCAVATED SLOPE. 8. VERTICAL EXCAVATION NEXT TO EXISTING SLAB AND NEAR EXISTING BUILDING SHOULD BE CAREFULLY VERTICAL EXCAVATION NEXT TO EXISTING SLAB AND NEAR EXISTING BUILDING SHOULD BE CAREFULLY MONITORED TO PREVENT DAMAGE TO THE EXISTING SLAB AND BUILDING. 9. DURING TEMPORARY EXCAVATION PROCESS, THE EXISTING SLAB SHOULD NOT BE LOADED WITH DURING TEMPORARY EXCAVATION PROCESS, THE EXISTING SLAB SHOULD NOT BE LOADED WITH CONSTRUCTION EQUIPMENT AND WORKERS. 10. FILL GABIONS WITH ROCK MATERIAL AS SPECIFIED IN DETAIL F HEREON.FILL GABIONS WITH ROCK MATERIAL AS SPECIFIED IN DETAIL F HEREON.

13.5-GAUGE INTERNAL CONNECTING WIRES

NOT TO SCALE

B

-

%%uDECLARATION OF RESPONSIBLE CHARGE: ENGINEER OF WORK:

I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE

EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF THIS PROJECT AS DEFINED IN SECTION

6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT

WITH CURRENT STANDARDS.

I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE

SAN BERNARDINO MUNICIPAL WATER DEPARTMENT IS CONFINED TO A REVIEW ONLY AND

DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT

DESIGN.

SIGNATURE

DATE

RCE NO. 58953

PH. (909) 783-0101

1470 EAST COOLEY DRIVE, COLTON, CA 92324

TABLE OF STANDARD GABION SIZES

NOT TO SCALE

E

-

TWISTED MESH DETAIL

NOT TO SCALE

D

-

TYPICAL GABION BASKET DETAIL

NOT TO SCALE

C

-

ROCK MATERIAL REQUIREMENTS

NOT TO SCALE

F

-

QUALITY CHARACTERISTIC TEST METHOD REQUIREMENT TEST METHOD REQUIREMENT REQUIREMENT APPARENT SPECIFIC GRAVITY CALIFORNIA TEST 206 2.5 CALIFORNIA TEST 206 2.5 2.5 (MINIMUM) ABSORPTION (MAXUMUM %) CALIFORNIA TEST 206 4.2 CALIFORNIA TEST 206 4.2 4.2 DURABILITY INDEX (MINIMUM) CALIFORNIA TEST 229 52CALIFORNIA TEST 229 5252

NOTE: SELECT ROCK SUCH THAT THE SHAPES PROVIDE A STABLE STRUCTURE FOR THE REQUIRED SECTION. ANGULAR SHAPED ROCK MAY BE USED ON ANY PLANNED SLOPE. FLAT OR NEEDLE-SHAPED ROCK MUST NOT BE USED UNLESS THE INDIVIDUAL ROCK THICKNESS IS GREATER THAN 0.33 TIMES THE LENGTH.

ROCK GRADATION SCREEN SIZE (INCHES) PERCENTAGE PASSING PERCENTAGE PASSING 12 100 100 4 0-50-5

DURABILITY ABSORPTION RATIO (DAR) = DURABILITY INDEX/(PERCENT ABSORPTION + 1) IF THE DAR IS GREATER THAN 10, THE ABSORPTION MAY EXCEED 4.2 PERCENT IF THE DAR IS GREATER THAN 24, THE DURABILITY INDEX MAY BE LESS THAN 52

DAYLIGHT LINE (LIMIT OF EXCAVATION)

5

5

TO ASSEMBLE TRANSITIONAL GABION BASKET:

STEP 5

STEP 7

STEP 6

STEP 4

STEP 3

STEP 2

STEP 1

4

4

4

3

2

1

END PANEL "B"

END PANEL "A"

2

7

ASSEMBLED TRANSITIONAL

GABION BASKET

FLAT LAYOUT OF

GABION BASKET

LID PANEL

END PANEL "A"

BACK PANEL

DIAPHRAGM

END

FRONT PANEL

PANEL "B"

ROTATE

BACK PANEL

DIAPHRAGM

LID PANEL

BASE PANEL

FRONT PANEL

CUT MESH ALONG JOINT BETWEEN FRONT PANEL AND BASE PANEL. UNFASTEN END PANEL "A" FROM BASE PANEL AND ROTATE END PANEL "A". FASTEN END PANEL PANEL "A" TO BACK PANEL. FOLD THE CUT PORTION OF THE BASE PANEL INTO UPRIGHT POSITION ALONG DIAGONAL FROM THE DIAPHRAGM TO THE CORNER OF THE BACK PANEL. FOLD THE BACK PANEL, FRONT PANEL AND END PANEL "B" INTO UPRIGHT POSITIONS. FASTEN END PANEL "B" TO THE BACK PANEL AND THE FRONT PANEL. ROTATE END PANEL "A" AND THE CUT PORTION OF THE FRONT PANEL INWARD AGAINST THE UPTURNED PORTION OF THE BASE PANEL. FASTEN ALONG THE OVERLAPPED PORTION OF THE FRONT PANEL AND END PANEL "A". FASTEN THE OVERLAPPED PORTION OF THE FRONT PANEL AND END PANEL "A" TO THE FOLDED UPRIGHT PORTION OF THE BASE PANEL ALONG THE DIAGONAL (DESCRIBED IN STEP 3). FILL THE TRANSITIONAL GABION BASKET WITH ROCK AS PER SPECIFICATIONS. CLOSE LID AND FOLD OVER CORNER OF LID PANEL. FASTEN ALONG LID PANEL EDGES.

BEFORE CLOSURE

AFTER CLOSURE

0.90"

1.80"

1.10"

NOMINAL 1" OVERLAP

WIRE DIAMETER 0.120"

NOTE: FASTENER DIMENSIONS ARE NOMINAL

13.5 GAGE TIE WIRE

4"

4"

DOUBLE HALF HITCH

TWISTED MESH WIRE

SINGLE HALF HITCH

NOMINAL SPACING

NOMINAL SPACING

CONTINUOUS TIE WIRE TO NEXT SINGLE HALF HITCH

CONTINUOUS TIE WIRE TO NEXT DOUBLE HALF HITCH. TERMINAL ENDS TO BE TIED OFF AND CLIPPED

TWO WORKING DAYS

RS

CALL: TOLL FREE

UNDERGROUND SERVICE ALERT

811

BEFORE YOU DIG

DRAWING SCALES:

HORIZ:

VERT:

C.O. NO.:

CHECKED BY:

DESIGN ENGINEER

SBMWD ENGINEER

APPROVED

DATE

APPROVED

DATE

DESIGNED BY:

MARK

REVISIONS

DRAWN BY:

WELL NO. D-1264

CITY OF SAN BERNARDINO

MUNICIPAL WATER DEPARTMENT

N/A

N/A

MG

MG

C-1682-5-C-C3.DWG

DWG C3

OF

5

1682

SHEET

5

VINCENT WELL STABILIZATION PROJECT

CONSTRUCTION DETAILS

No. 58953

Exp. 06-30-19

STANDARD TIE WIRE DETAIL

NOT TO SCALE

G

-

HORIZONTAL AND VERTICAL DATUM:

HORIZONTAL AND VERTICAL CONTROL POINTS ARE ESTABLISHED BY RAPID STATIC GPS OBSERVATION METHODS. GPS DATA WAS POST PROCESSED USING LOCAL NGS CORS STATIONS TO PRODUCE CCS NAD83 EPOCH 2010 ZONE F HORIZONTAL DATUM AND NAVD88 VERTICAL DATUM.

%%uNOTES:%%U

TRANSITIONAL GABION BASKET

NOT TO SCALE

J

-

%%uDECLARATION OF RESPONSIBLE CHARGE: ENGINEER OF WORK:

I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE

EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF THIS PROJECT AS DEFINED IN SECTION

6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT

WITH CURRENT STANDARDS.

I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE

SAN BERNARDINO MUNICIPAL WATER DEPARTMENT IS CONFINED TO A REVIEW ONLY AND

DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT

DESIGN.

SIGNATURE

DATE

RCE NO. 58953

PH. (909) 783-0101

1470 EAST COOLEY DRIVE, COLTON, CA 92324

ALTERNATIVE GABION JOINT MATERIAL FASTENER DETAIL

NOT TO SCALE

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REQUIRED PROPERTY VALUES FOR GEOTEXTILE

NOT TO SCALE

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PROPERTIES UNITS SPECIFIED VALUES TEST METHOD UNITS SPECIFIED VALUES TEST METHOD SPECIFIED VALUES TEST METHOD TEST METHOD MINIMUM MASS PER UNIT AREA OZ/SY 8 ASTM D5261 OZ/SY 8 ASTM D5261 8 ASTM D5261 ASTM D5261 MINIMUM GRAB STRENGTH LBS 180 ASTM D4632 LBS 180 ASTM D4632 180 ASTM D4632 ASTM D4632 MINIMUM TEAR STRENGTH LBS 50 ASTM D4533 LBS 50 ASTM D4533 50 ASTM D4533 ASTM D4533 MINIMUM PUNCTURE STRENGTH LBS 75 ASTM D6241 LBS 75 ASTM D6241 75 ASTM D6241 ASTM D6241 MAXIMUM APPARENT OPENING SIZE (0 ) MM 0.21 ASTM D4491 95) MM 0.21 ASTM D4491 MM 0.21 ASTM D4491 0.21 ASTM D4491 ASTM D4491 PERMITTIVITY S 0.74 ASTM D4751 S 0.74 ASTM D4751-1 0.74 ASTM D4751ASTM D4751