40-51600-24-05645_Jacks Creek Plans.pdf.PDF

PDF 6 MB Posted Jul 5, 2024

Attached to: JACKS CREEK FISH BARRIER
Solicitation number: 40-51600-24-05645
Issued by: San Miguel County, New Mexico

About this file

Written by GovTribe AI · Jul 20, 2024

This document contains the plans and specifications for the construction of a fish barrier on Jacks Creek in San Miguel County, New Mexico, prepared for the New Mexico Department of Game and Fish. The project involves the installation of a stream diversion, excavation, construction of a concrete barrier structure, backfilling, and riprap placement. Key details include a stream diversion utilizing two 18-inch HDPE pipes, excavation quantities ranging from 162 to 3,069 cubic yards depending on the excavation alternate selected, and concrete volumes ranging from 47 to 129 cubic yards. The plans provide details on the proposed barrier structure dimensions, profile, cross-sections, and structural details. The backfill plan outlines the placement of Class I and Class II riprap, as well as cover soil and coir fabric on disturbed areas.

The document does not provide pricing terms, set asides, incumbent information, funding sources, or other commercial details. It appears to be a technical design package for the construction of the fish barrier facility.

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Other files

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40-51600-24-05645_Bid Form-Jacks Creek Barrier.pdf.PDF	PDF	Jul 5, 2024
40-51600-24-05645_ITB Jacks Creek Fish Barrier Part 1 ITB Final(2).pdf.PDF	PDF	Jul 5, 2024
40-51600-24-05645_Items-Spreadsheet-Jacks Creek Barrier Final.xlsx.XLSX	XLSX spreadsheet	Jul 5, 2024
40-51600-24-05645_Jacks Creek Plans.pdf.PDF.crdownload	CRDOWNLOAD file	Jul 5, 2024
40-51600-24-05645_Bid Form-Jacks Creek Barrier.pdf.PDF	PDF	Jul 5, 2024
40-51600-24-05645_Items-Spreadsheet-Jacks Creek Barrier Final.xlsx.XLSX	XLSX spreadsheet	Jul 5, 2024
50-36100-24-EM065_36100 DoIT_Approved EP_FY25-001_ANM_7.5.2024.pdf.PDF	PDF	Jul 5, 2024
40-51600-24-05645_ITB Jacks Creek Fish Barrier Part 1 ITB Final(2).pdf.PDF	PDF	Jul 5, 2024

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JACKS CREEK

DATE: 12/22/2023

PREPARED BY

PIONEER TECHNICAL SERVICES, INC.

SITE VICINITY MAP

DESCRIPTION

2 LEGENDS AND ABBREVIATIONS

3 SITE PLAN

SHEET NO.

SHEET INDEX

1 COVER SHEET AND INDEX

SOURCE: ESRI

SHEET

LOCATION

PROJECT

FISH BARRIER

SAN MIGUEL COUNTY, NMNEW MEXICO

5 STREAM DIVERSION DETAILS

4 STREAM DIVERSION PLAN

8 STRUCTURE PLAN

9 PROFILE AND CROSS SECTION

NEW MEXICO DEPARTMENT OF GAME

AND FISH

10 STRUCTURAL DETAILS

11 STRUCTURAL DETAILS

12 BACKFILL PLAN

13 BACKFILL TYPICAL SECTIONS & DETAILS

FOR CONSTRUCTION

APPROVED

TERRERO

FISH BARRIER

LOCATION

NEW MEXICO HIGHWAY 63

CABANA ROAD

6 EXCAVATION PLAN

7 ALTERNATE 1 EXCAVATION PLAN

CERTIFICATION BY

ENGINEER

SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

PROJECT NO:

DATE:

DISPLAYED AS:

COORD SYS/ZONE:

DATUM:

UNITS:

SOURCE:

DATE: BY: DESC:

REVISION:

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NAD83/NAVD 88

NM-E STATE PLANES

12/22/2023

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ABBREVIATIONS

1. THIS IS A STANDARD LEGEND SHEET.

THEREFORE, NOT ALL OF THE INFORMATION

SHOWN MAY BE USED ON THIS PROJECT.

ABDN

ADDL

AGGR

AHR

APPROX

APVD

AUTO

AUX

AVG

@ AT

AVERAGE

AUXILIARY

AUTOMATIC

APPROVED

APPROXIMATE

ANCHOR

AGGREGATE

ADDITIONAL

ASPHALTIC CONCRETE

ABANDON

BUILDING

BLOCK

BOTTOM

BEARING

BVC

BRG

BLK

BLDG

CENTER TO CENTER

CAB CABINET

CC CONTROL CABLE

CCP CENTRAL CONTROL PANEL

CCS CENTRAL CONTROL SYSTEM

CJ CONSTRUCTION JOINT

CENTERLINE

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CONN CONNECTION

CONT

COORD COORDINATE

CRS

CENTER

CENTERED

CUBIC

CUBIC FOOT

CUBIC INCH

CUBIC YARD

CU IN

CU FT

CTR

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIR DIRECTION

DWG DRAWING

DELTA

ELEVATION

ELB ELBOW

ELC ELECTRICAL LOAD CENTER

ELEC ELECTRIC, ELECTRICAL

ENGR ENGINEER

EQL SP EQUALLY SPACED

EQUIPMENT

EVC

END OF VERTICAL CURVE

EACH WAY

EXP

EXP AB

EXP JT

EXPANSION ANCHOR BOLT

EXT EXTERIOR

EXISTING

EXPANSION JOINT

FLANGED COUPLING ADAPTERFCA

FIGUREFIG

FLOW LINEFL

FLANGEFLG

FLOOR

FLEXIBLEFLEX

FINISHFNSH

FIELD PANELFP

FOOT OR FEETFT

FWD FORWARD

GROUND

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GROOVED COUPLING

GCL

DISCH DISCHARGE

BOT

BEGINNING OF VERTICAL CURVE

C TO C

EQPT

G, GND

AREA DRAIN

FHY FIRE HYDRANT

CIP CULVERT INLET PROTECTION

CRS COLD ROLLED STEEL

CONSTRUCTION ROAD STABILIZATION

AJ ADJUSTABLE

CONDUIT, CASEMENT

CONSTR CONSTRUCTION

CY, CU YD

ESC

EXPANSION, EXPOSED

ANCHOR BOLT, ABOVE

ADJ ADJACENT

BRKR BREAKER

CLEANOUT, CARBON MONOXIDE

CONTINUED, CONTINUATION

EACH

EACH FACE

FOB FLAT ON BOTTOM

FPM FEET PER MINUTE

BETWEENBETW

BEAM, BENCHMARK

CTRD

CATCH BASIN, CIRCUIT BREAKER

EAST, EMPTY

HH HANDHOLE

HORIZ HORIZONTAL

HP HORSEPOWER

HWL HIGH WATER LEVEL

IE INVERT ELEVATION

INSIDE FACE

INVT INVERT

IRRIG IRRIGATION

JUNCTION BOX

JCT JUNCTION

JT JOINT

HIGH POINTHPT

IP INLET PROTECTION

I.F.

CLR CLEAR, CLEARANCE

BLIND FLANGE, BOTTOM FACE

EROSION AND SEDIMENT CONTROL

CLSF CONTROLLED LOW STRENGTH FILL

EXST, EXIST

MATERIALMATL

MAXIMUMMAX

L ANGLE, LENGTH

LINEAR FEETLF

LONGLG

LONGITUDINALLONG

LIGHTS OR LIGHTING

LOW POINTLPT

LTG, LTS

LT LEFT

LIGHT POLE

POUNDS PER CUBIC FOOT

MECHANICALMECH

MANUFACTUREDMFD

MANUFACTURERMFR

MINIMUMMIN

MISCELLANEOUSMISC

MOUNTEDMTD

MWS MAXIMUM WATER SURFACE

NOT APPLICABLE

NORMALLY OPEN

NEUTRAL

NGVD NATIONAL GEODETIC VERTICAL DATUM

NIC NOT IN CONTRACT

NUMBER

N-S

ON CENTEROC

OUTSIDE FACE

OPENINGOPNG

OUNCEOZ

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

PROPERTYPROP

PRIMARYPRI

PRESSUREPRES

PRECASTPRCST

POWER POLE

PNL PANEL

PLYWOOD

PL PROPERTY LINE

PJF PREMOULDED JOINT FILLER

PI POINT OF INTERSECTION

PSIG

POINT OF TANGENCYPT

PRESSURE TREATEDPT

POINT OF VERTICAL INTERSECTIONPVI

PAVEMENTPVMT

POINT OF VERTICAL TANGENCYPVT

RC REINFORCED CONCRETE

RDCR REDUCER

REF REFER OR REFERENCE

NEUT

PCF

OPP OPPOSITE

PAIRPR

POUNDS PER SQUARE INCH, GAUGE

NORTH

N.O.

MU MULCHING

MS MANUFACTURER'S STANDARD

MANHOLE, MOUNTING HEIGHT

MT MOUNT

OUTSIDE DIAMETER

RADIUSR OR RAD

MOUNTINGMTG

NO., #

O.F.

NOM NOMINAL

PLYWD

REINF REINFORCED, REINFORCING, REINFORCE

REQD REQUIRED

RH RIGHT HAND

RHR RIGHT HAND REVERSE

POINT OF CURVE

PRC POINT OF REVERSE CURVE

NG NATURAL GAS

CONTACT ENGINEER FOR ABBREVIATIONS USED

BUT NOT SHOWN ON THIS DRAWING.

NOTES:

POE POINT OF ENDING

FLEXIBLE CONDUIT/ CONNECTOR

FDN FOUNDATION

HDPE HIGH DENSITY POLYETHYLENE

INCH(ES)

LB(S) POUND(S)

OF OVERFLOW

LR LONG RADIUS

GVL GRAVEL

CIP CAST IN PLACE

BG BELOW GRADE

PMP PUMP

FINISH GRADE

NTS NOT TO SCALE

NORTH - SOUTH

RST REINFORCING STEEL

RTN RETURN

SCHEDULE

SECONDARYSEC

SEDIMENTATIONSED

SHEET

SIMILARSIM

SPECIFICATIONSSPEC, SPECS

SQUARESQ

SQUARE FOOT, FEETSQ FT

SQUARE INCHSQ IN

STA

STANDARDSTD

STEELSTL

STRUCTURESTRUCT

TOP AND BOTTOMT&B

TANGENTTAN

TECHNICALTECH

TELEPHONETEL

TEMP

THK THICKNESS

THRU THROUGH

TURNING POINTTP

TRANSVERSETRANSV

TYPICALTYP

UON UNLESS OTHERWISE NOTED

VC VERTICAL CURVE

VERT VERTICAL

VPC POINT OF VERTICAL CURVATURE

WITHW/

VPI

POINT OF VERTICAL TANGENT

POINT OF VERTICAL INTERSECTION

VPT

TX TRANSFORMER

TOC TOP OF CONCRETE

SB SEDIMENT BASIN

TOS TOP OF SLAB

R/W RIGHT OF WAY

TEMPORARY, TEMPERATURE

SCHED

RT RIGHT

STATION

W WEST

STRAIGHTST

SWITCH

CDN COMPOSITE DRAINAGE NET

GEOSYNTHETIC CLAY LINER

CCL COMPACTED CLAY LAYER

SOURCE OF TOPOGRAPHY SHOWN ON THE CIVIL PLANS ARE FROM

LIMITED SURVEY DATA. EXISTING CONDITIONS MAY VARY FROM

THOSE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY

EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY

PRIOR TO BEGINNING CONSTRUCTION.

EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE

SHOWN SCREENED AND/OR LIGHT-LINED. NEW FINISH GRADE,

STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.

HORIZONTAL DATUM: NAD 83, NEW MEXICO STATE PLANE EAST

COORDINATE SYSTEM, US FEET.

VERTICAL DATUM: N.A.V.D. 88, U.S. SURVEY FEET.

MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS,

CONTROL POINTS, AND STAKES WHICH ARE DISTURBED OR

DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF

ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER,

AND AT THE CONTRACTOR'S EXPENSE.

STAGING AREA SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING,

CONTRACTOR'S TRAILERS AND ON-SITE STORAGE OF MATERIALS.

PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN

SECURITY AT ALL TIMES.

ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE

NOTED.

SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS

SHOWN.

EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE

MAINTAINED AND INSPECTED AS STATED IN THE APPROVED

EROSION AND SEDIMENTATION PLAN APPROVED IN THE

STORMWATER DISCHARGE PERMIT.

ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH

THE FIELD SAFETY INSTRUCTIONS APPROVED (FSI) FOR THIS SITE

AT ALL TIMES.

EXISTING SITE DRAINAGE FLOW PATTERNS/DIRECTIONS SHALL BE

MAINTAINED UNLESS OTHERWISE INDICATED ON THE PLANS.

CONSTRUCTION ACTIVITY BY OTHERS MAY IMPACT THE WORK

CONTEMPLATED WITHIN THIS PACKAGE. THE CONTRACTOR SHALL

NOTIFY THE ENGINEER IMMEDIATELY IF A CONFLICT ARISES

RELATING TO THE PROGRESS OF THE WORK. FINAL

COORDINATION/RESOLUTION OF SUCH CONFLICTS SHALL BE THE

RESPONSIBILITY OF THE CONTRACTORS INVOLVED.

EXISTING FEATURES AND UTILITIES ARE SHOWN ON THE PLANS

BASED UPON INFORMATION AVAILABLE AT THE TIME THE PLANS

WERE PREPARED. SHOULD UNIDENTIFIED UTILITY OR SERVICE

ELEMENTS BE ENCOUNTERED, NOTIFY THE ENGINEER AND THE

APPROPRIATE UTILITY OWNER IMMEDIATELY.

ACCESS TO THE GENERAL SITE, AND TO SPECIFIC WORK AREAS

SHALL BE LIMITED TO THE LOCATIONS SHOWN ON THE PLANS.

WATER FOR CONSTRUCTION ACTIVITIES SHALL BE OBTAINED BY

THE CONTRACTOR AT THEIR SOLE EXPENSE. ANY AND ALL

PERMITS REQUIRED SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

10.

11.

12.

13.

14.

15.

16.

LEAK DETECTION SYSTEMLDS

FROST PROTECTION LAYERFPL

RPE REINFORCED POLYETHYLENE

GENERAL SITE

GENERAL NOTE:

TEMPORARY BYPASS CHANNELTBC

SCALE

DRAWING TITLE

ON DRAWING WHERE SECTION

OR DETAIL IS TAKEN:

SHEET/DRAWING NUMBER

WHERE SHOWN

SECTION OR

DETAIL DESIGNATION

DRAWING NUMBER

(REPLACED WITH A LINE

IF TAKEN AND SHOWN

ON SAME SHEET)

DRAWING NUMBER(S)

WHERE TAKEN ADDITIONAL

SHEETS SHOWN BY SCALE

ON DRAWING WHERE DETAIL

IS SHOWN:

ON DRAWING WHERE ONLY A

TITLE IS REQUIRED WITH NO

REFERENCE (eg: ELEVATIONS)

SECTION CALLOUT

ON DRAWING WHERE SECTION

IS SHOWN:

DRAWING NUMBER(S)

WHERE TAKEN ADDITIONAL

SHEETS SHOWN BY SCALE

SCALE

SECTION

SCALE

DETAIL

5-9

26+00

PROPOSED GROUNDEXISTING GROUND

LEGEND

SPOT ELEVATION

CONTOUR LINE

158.5157.7

EMBANKMENT AND SLOPE3:1

PROPOSEDEXISTING

SURVEY CONTROL POINT OR

POINT OF INTERSECTION

TOW TOP OF WALL

CP CONTROL POINT

FOR CONSTRUCTION

APPROVED

83308330

E-OVHD

CP 215 NL

CP 214 NL

CP220 4 RBR SITE

CP 216 NL

CP 213 NL

CP 212 ACAPCP 211 ACAP

E-OVHD

SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

PROJECT NO:

DATE:

DISPLAYED AS:

COORD SYS/ZONE:

DATUM:

UNITS:

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12/22/2023

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SURVEYED BEDROCK

OUTCROPPING.

EDGE OF WATER AT

TIME OF SURVEY

SURVEYED OVERHEAD

POWER LINE

EXISTING

UPSTREAM

WATERFALL

JACKS CREEK

ESTIMATED OVERHEAD

POWER LINE

PROPOSED BARRIER

LOCATION

PROPOSED STAGING AND

STOCKPILE AREA

FOR CONSTRUCTION

APPROVED

CABANA TRAIL/NM 63

EXISTING CABINS

PROPOSED SITE ACCESS

~20 MILES TO PECOS, NM

~1 MILE TO JACKS CREEK TRAILHEAD

POINT NORTHING EASTING ELEVATION DESCRIPTION

211 1759239.62 149091.06 8326.38 ALUM. CAP

212 1759102.78 149137.61 8301.06 ALUM. CAP

213 1759138.03 149114.14 8303.85 NAIL

214 1759155.83 149142.22 8321.31 NAIL

215 1759196.43 149169.02 8336.43 NAIL

216 1759503.09 148993.85 8349.44 NAIL

220 1759128.65 149094.93 8316.35 REBAR

PROPOSED STREAM

DIVERSION

EXISTING

PUMP

HOUSE

SURVEY EXTENTS

0+00

0+25

0+50

0+75

1+00

1+25

1+50

1+75

2+00

2+25

2+50

-0.40% -3.91%

-12.13%

-48.92%

-33.34%

G R

N : 8

G R

N : 8

G R

N : 8

G R

N : 8

G R

N : 8

G R

N : 8

E-OVHD

DIVERSION START

STATION=0+00.00

NORTHING=1759264.68

EASTING=149032.12

DIVERSION END

STATION=2+68.98

NORTHING=1759058.46

EASTING=149151.36

E-OVHD E-OVHD E-OVHD E-OVHD E-OVHD E-OVHD

E-OVHD E-OVHD E-OVHD E-OVHD E-OVHD E-OVHD E-OVHD E-OVHD E-OVHD

0+00

1+00

2+00

2+69

STATION=2+47.89

NORTHING=1759079.18

EASTING=149155.29

SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

PROJECT NO:

DATE:

DISPLAYED AS:

COORD SYS/ZONE:

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NM-E STATE PLANES

12/22/2023

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SURVEYED BEDROCK

OUTCROPPING.

EDGE OF WATER AT

TIME OF SURVEY

SURVEYED OVERHEAD

POWER LINE

EXISTING

UPSTREAM

WATERFALL

JACKS CREEK JACKS CREEK

ESTIMATED OVERHEAD

POWER LINE

STREAM DIVERSION ALIGNMENT,

SEE PROFILE BELOW

PROPOSED COFFERDAM

PROVIDE EROSION CONTROL

AT DIVERSION OUTLET. OUTLET TO BE

MAINTAINED DURING CONSTRUCTION

AND RESTORED TO PRE-CONSTRUCTION

CONDITION POST-CONSTRUCTION

PROPOSED DOWNSTREAM

COFFERDAM

SCALE

FEET

(2) ENGINEER APPROVED

18" Ø SMOOTH WALLED

HDPE DR17 PIPES

PROPOSED PIPE INVERT

EXISTING GROUND

MAINTAIN MINIMUM

SLOPE OF 0.40%

5 3

20'

10'

PROPOSED STREAM DIVERSION ENGINEERS ESTIMATE

VOLUMES IN BANK CY

FILL (CY)

BULK BAG COFFERDAM 38

NOTES:

1. QUANTITIES ARE ENGINEERS ESTIMATES. CONTRACTOR IS RESPONSIBLE FOR

ESTIMATING BID ITEM QUANTITIES. ACTUAL QUANTITIES MAY VARY FROM THESE

ESTIMATED QUANTITIES DEPENDING ON SITE CONDITIONS ENCOUNTERED AT THE

TIME THE WORK IS PERFORMED.

2. BULK BAGS TO BE FILLED WITH TYPE A FILL. EACH BULK BAG HOLDS

APPROXIMATELY 1 CY OF FILL.

3. SUPPLEMENTAL DE-WATERING MAY BE REQUIRED DURING EXCAVATION.

4. ALTERNATE STREAM DIVERSION PLAN MAY BE ALLOWED AS APPROVED BY

ENGINEER. ALTERNATE STREAM DIVERSION MUST NOT ALLOW UPSTREAM FISH

PASSAGE AS DETERMINED BY ENGINEER.

PROPOSED

FISH BARRIER

ACCESS ROAD CROSSING, PLACE DIVERSION PIPES

IN CMP SLEEVE WITH ADEQUATE COVER TO

PROTECT DIVERSION PIPES, ALTERNATE CROSSING

MAY BE ALLOWED AS APPROVED BY ENGINEER.

SITE ACCESS CROSSING

OVER DIVERSION

COFFERDAM,

SEE SHEET 5

SITE ACCESS AND STREAM

DIVERSION TO BE CONSTRUCTED

IN A MANNER THAT MINIMIZES

TREE REMOVAL

FOR CONSTRUCTION

APPROVED

DIVERSION PIPE PROFILE

PIPE SHALL BE VENTED

AT ALL GRADE BREAKS

OVERHEAD POWER ~12 ' ABOVE GROUND

AT PROPOSED BARRIER LOCATION

OVERHEAD POWER

~25' ABOVE GROUND

AT UTILITY POLE

SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

PROJECT NO:

DATE:

DISPLAYED AS:

COORD SYS/ZONE:

DATUM:

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FOR CONSTRUCTION

APPROVED

TYPICAL DETAIL

BULK BAG COFFERDAM

SCALE 1" = 5'

STREAM INVERT

NATIVE GROUND

EXISTING GROUND

FINISH GRADE/PIPE INVERT,

PER PROFILE, SHEET 4

TYPICAL SECTION

PIPE DIVERSION INLET

SCALE 1" = 5'

COFFERDAM NOTES:

1. INSTALL COFFERDAM TO ISOLATE WORK AREA SHOWN IN THE DRAWINGS AND AS

DIRECTED BY ENGINEER.

2. COFFERDAM SHALL BE CONSTRUCTED OF SEVERAL UNITS OF BULK BAGS FILLED WITH TYPE

A FILL, AND PLACED AS SHOWN ON DRAWINGS.

3. BULK BAGS SHALL BE ENGINEER APPROVED WATERPROOF, 8oz, 35"x35"x52"

POLYPROPYLENE WOVEN FABRIC BAGS WITH DUFFLE TOP, FLAT BOTTOM, FOUR LOOPS,

MINIMUM 2-TON WEIGHT CAPACITY, MINIMUM 5:1 SAFETY FACTOR.

4. PLACE COFFERDAM TO A MINIMUM CREST ELEVATION OF 8326.0'.

5. COFFERDAM SHALL BE SEALED WITH ENGINEER APPROVED 30-MIL SYNTHETIC LINER HELD

IN PLACE BY 50 POUND SANDBAGS PLACED AS SHOWN IN THE DRAWINGS.

6. EDGE OF SYNTHETIC LINER SHALL BE TRENCHED INTO THE CHANNEL BED MINIMUM 6

INCHES.

7. TERMINAL ENDS OF COFFERDAM SHALL BE SEALED WITH SYNTHETIC LINER AND 50 POUND

SANDBAGS.

8. SYNTHETIC LINER SHALL BE MINIMUM 30-MIL THICKNESS. ROLL LENGTH SHALL COVER THE

ENTIRE COFFERDAM WITHOUT SEAMS. SEAMS MAY BE USED WITH ENGINEER APPROVED

OVERLAP METHOD.

9. BULK BAG COFFERDAM SHALL BE COMPLETELY REMOVED AFTER CONSTRUCTION IS

COMPLETED AND ANY TURBIDITY HAS SUBSIDED.

10. ALTERNATE COFFERDAM MATERIALS MAY BE ALLOWED AS APPROVED BY THE ENGINEER.

11. TYPE A SELECT FILL TO BE COMPACTABLE, UNIFORMLY GRADED, FREE OF DEBRIS,

DELETERIOUS OR OBJECTIONABLE MATERIAL AND ROCKS LARGER THAN 1.5 INCH.

PLACE BULK BAGS ON AND

AROUND PIPE, CUT HOLE IN 30-MIL

ENGINEER APPROVED SYNTHETIC

LINER TO RUN PIPE THROUGH

RIVER SIDE

WORK SIDESAND BAG, TYP.

KEY IN LINER

6 INCHES, MIN.

TYPE A

FILL

BULK BAG, TYP.

MAX. 4'

WATER DEPTH

NATIVE GROUND

SAND BAG, TYP.

KEY IN LINER

6 INCHES, MIN.

WORK SIDE

RIVER SIDE

BULK BAG, TYP.

MAX. 2'

WATER DEPTH

NATIVE GROUND

COFFERDAM IN CHANNEL SECTIONS COFFERDAM IN FLOODPLAIN SECTIONS

30-MIL ENGINEER

APPROVED

SYNTHETIC LINER 5

TYPE A

FILL

TYPE A

FILL

TYPE A

FILL

4,5

CROSS SECTION

PIPE DIVERSION INLET

SCALE 1" = 6'

(2) ENGINEER APPROVED

18"Ø SMOOTH INSIDE

WALLED HDPE DR17 PIPES.

SCREEN OUTLET ON PIPE

PER NMDGF.

NATIVE GROUND

4' 4'

30-MIL ENGINEER

APPROVED

SYNTHETIC LINER

(2) 1/2"x1'-6"x5'-6"

STEEL PLATES

ABOVE CULVERT

KEY FLOODPLAIN

COFFERDAM IN

MINIMUM 6 INCHES

MIN. 1.4'

BETWEEN CULVERTS

TYPE A SELECT

COMPACTED FILL

AROUND PIPE

1.5H:1V MAX. TYP.

TYPE A SELECT

COMPACTED FILL,

BEYOND.

PLACE 30-MIL ENGINEER

APPROVED SYNTHETIC LINER

SEEPAGE COLLAR AROUND PIPE

INLET PRIOR TO DIVERTING WATER.

(2) ENGINEER APPROVED

18"Ø SMOOTH INSIDE

WALLED HDPE DR17 PIPES

(2) 1/2"x1'-6"x5'-6"

STEEL PLATES

ABOVE CULVERT

PLACE 30-MIL ENGINEER

APPROVED SYNTHETIC LINER

SEEPAGE COLLAR AROUND PIPE

INLET PRIOR TO DIVERTING WATER.

USE SANDBAGS AS REQUIRED TO

SEAL PIPE AND LINER

CULVERT INLET PLACED TO MAINTAIN

A MINIMUM SLOPE OF 0.40%

TYPICAL DETAIL

BULK BAG COFFERDAM

COFFERDAM TO PROVIDE MINIMUM OF 2 FT

OF FREEBOARD ABOVE TOP OF CULVERT

AND MINIMUM FREEBOARD PER DETAIL

2.3' 2.3'

USE SANDBAGS AS

REQUIRED TO SEAL

PIPE AND LINER

CLASS II RIPRAP PLACED

TO A DEPTH OF D100

BULK BAGS TO BE KEYED IN TO

NATIVE GROUND, MINIMUM 6-INCHES

83258325

E-OVHD

STATION=0+00.00

NORTHING=1759142.10

EASTING=149068.54

STATION=0+80.00

NORTHING=1759164.51

EASTING=149145.33

0+00 0+20

0+40 0+600+65

E-OVHD

STATION=0+65.00

NORTHING=1759172.22

EASTING=149099.89

STATION=0+00.00

NORTHING=1759109.84

EASTING=149118.13

SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

PROJECT NO:

DATE:

DISPLAYED AS:

COORD SYS/ZONE:

DATUM:

UNITS:

SOURCE:

DATE: BY: DESC:

REVISION:

T E

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JJJ

PIONEER

US FEET

NAD83/NAVD 88

NM-E STATE PLANES

12/22/2023

H B

A R

C K

S C

R E

E K

N E

W M

E X

D E

. O

F G

A M

N E

X C

A V

A T

H B

A R

C K

S C

R E

E K

SURVEYED BEDROCK

OUTCROPPING.

EDGE OF WATER AT

TIME OF SURVEY

SURVEYED OVERHEAD

POWER LINE

JACKS CREEK

ESTIMATED OVERHEAD

POWER LINE

:1 V

1.5H:1V

1.5H:1V M

AX.

1.5H:1V M

AX.

1.5H:1V

EXCAVATE TO COMPETENT BEDROCK,

MAXIMUM EXCAVATION SLOPE 1.5H:1V

OR ENGINEER APPROVED SLOPE

PROPOSED BARRIER EXCAVATION ENGINEERS ESTIMATE IN BANK CY

CUT (CY) FILL (CY) NET(CY)

GENERAL FILL/EXCAVATION 162 0 162

A HORIZON 57 0 57

NOTES:

1. QUANTITIES ARE ENGINEERS ESTIMATES. CONTRACTOR IS RESPONSIBLE FOR

ESTIMATING BID ITEM QUANTITIES. ACTUAL QUANTITIES MAY VARY FROM THESE

ESTIMATED QUANTITIES DEPENDING ON SITE CONDITIONS ENCOUNTERED AT THE

TIME THE WORK IS PERFORMED.

2. EXCAVATION QUANTITIES ARE IN BANK CUBIC YARDS.

3. PROPOSED PLAN ASSUMES COMPETENT BED ROCK IS ENCOUNTERED

APPROXIMATELY 3-FEET BELOW EXISTING GROUND, ACTUAL BEDROCK LOCATION

MAY VARY.

4. STRIP MINIMUM 12 INCHES OF A HORIZON PRIOR TO EXCAVATION, WHERE

APPLICABLE.

STREAM DIVERSION SEE SHEET 4

FOR CONSTRUCTION

APPROVED

PROPOSED SITE ACCESS

CP 212 ACAP

CP 214 NL

CP 220 4 RBR SITE

CP 213 NL

CROSS SECTION

FISH BARRIER

PROFILE

FISH BARRIER

OVERHEAD POWER ~12 FEET ABOVE

GROUND AT BARRIER LOCATION

83258325

E-OVHD

STATION=0+00.00

NORTHING=1759142.10

EASTING=149068.54

STATION=0+80.00

NORTHING=1759164.51

EASTING=149145.33

0+00 0+20

0+40 0+600+65

E-OVHD

E-OVHD E-OVHD

E-OVHD

STATION=0+65.00

NORTHING=1759172.22

EASTING=149099.89 STATION=0+00.00

NORTHING=1759109.84

EASTING=149118.13

PROPOSED BARRIER ALTERNATE 1 EXCAVATION ENGINEERS ESTIMATE IN BANK CY

CUT (CY) FILL (CY) NET(CY)

GENERAL FILL/EXCAVATION 3069 0 3069

A HORIZON 231 0 231

SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

PROJECT NO:

DATE:

DISPLAYED AS:

COORD SYS/ZONE:

DATUM:

UNITS:

SOURCE:

DATE: BY: DESC:

REVISION:

T E

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R V

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PIONEER

US FEET

NAD83/NAVD 88

NM-E STATE PLANES

12/22/2023

H B

A R

C K

S C

R E

E K

N E

W M

E X

D E

. O

F G

A M

E X

C A

V A

N P

L A

N A

L T

E R

N A

T E

B A

R R

K S

C R

E E

SURVEYED BEDROCK

OUTCROPPING.

EDGE OF WATER AT

TIME OF SURVEY

SURVEYED OVERHEAD

POWER LINE

JACKS CREEK

ESTIMATED OVERHEAD

POWER LINE

:1 V

1.5H:1V

1.5H:1V M

AX.

1.5H :1V M

AX.

1.5H:1V M

AX.

1.5H:1V

EXCAVATE TO COMPETENT BEDROCK,

MAXIMUM EXCAVATION SLOPE

1.5H:1V OR ENGINEER APPROVED

NOTES:

1. QUANTITIES ARE ENGINEERS ESTIMATES. CONTRACTOR IS RESPONSIBLE FOR

ESTIMATING BID ITEM QUANTITIES. ACTUAL QUANTITIES MAY VARY FROM THESE

ESTIMATED QUANTITIES DEPENDING ON SITE CONDITIONS ENCOUNTERED AT THE

TIME THE WORK IS PERFORMED.

2. EXCAVATION QUANTITIES ARE IN BANK CUBIC YARDS.

3. ALTERNATE 1 PLAN ASSUMES COMPETENT BED ROCK IS NOT ENCOUNTERED.

4. STRIP MINIMUM 12 INCHES OF A HORIZON PRIOR TO EXCAVATION.

STREAM DIVERSION FOR ALTERNATE 1

EXCAVATION, SIMILAR TO DIVERSION

SHOWN ON SEE SHEET 4

FOR CONSTRUCTION

APPROVED

PROPOSED

SITE

ACCESS

EXCAVATE TO A EL. = 8326.8'

AT 1.5H:1V MAX OR AS

APPROVED BY ENGINEER

TOP OF FOOTER

EL. = 8298.0'

PROPOSED COFFERDAM,

SEE SHEET 5.

CP 212 ACAP

CP 214 NL

CP 211 ACAP

CP 220 4 RBR SITE

CP 215 NL

CP 213 NL

CROSS SECTION

FISH BARRIER

PROFILE

FISH BARRIER

PROPOSED COFFERDAM,

SEE SHEET 5.

END OF WEIR

STATION=0+46.54

NORTHING=1759155.16

EASTING=149113.21

START OF WEIR

STATION=0+30.54

NORTHING=1759150.68

EASTING=149097.85

WEIR CL

STATION=0+38.54

NORTHING=1759152.92

EASTING=149105.53

END OF WALL (WALL

EXTENTS MAY VARY DUE

TO BEDROCK LOCATION)

STATION=0+17.64

NORTHING=1759147.06

EASTING=149085.47

END OF WALL (WALL

EXTENTS MAY VARY DUE

TO BEDROCK LOCATION)

STATION=0+58.58

NORTHING=1759158.52

EASTING=149124.77

PROFILE

STATION=0+44.88

NORTHING=1759152.92

EASTING=149105.53

PROFILE

STATION=0+27.88

NORTHING=1759136.60

EASTING=149110.30

0+00

0+20

0+40

0+60 0+65

E-OVHD

STATION=0+65.00

NORTHING=1759172.22

EASTING=149099.89

STATION=0+00.00

NORTHING=1759109.84

EASTING=149118.13

SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

PROJECT NO:

DATE:

DISPLAYED AS:

COORD SYS/ZONE:

DATUM:

UNITS:

SOURCE:

DATE: BY: DESC:

REVISION:

T E

C H

A L

S E

R V

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G:\NMGF\JACKS CREEK\DRAWINGS\CAD\FINAL DESIGN\SHEET SET\JC-CO-PLN-001-23.DWG12/22/2023 3:44:46 PM

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L, S

, M T

GEA

JJJ

PIONEER

US FEET

NAD83/NAVD 88

NM-E STATE PLANES

12/22/2023

H B

A R

C K

S C

R E

E K

N E

W M

E X

D E

. O

F G

A M

R U

C T

U R

E F

B A

R R

K S

C R

E E

SURVEYED

BEDROCK

OUTCROPPING.

EDGE OF WATER AT

TIME OF SURVEY

SURVEYED OVERHEAD

POWER LINE

JACKS CREEK

NOTES:

1. QUANTITIES ARE ENGINEERS ESTIMATES. CONTRACTOR IS RESPONSIBLE FOR

ESTIMATING BID ITEM QUANTITIES. ACTUAL QUANTITIES MAY VARY FROM THESE

ESTIMATED QUANTITIES DEPENDING ON SITE CONDITIONS ENCOUNTERED AT THE

TIME THE WORK IS PERFORMED.

STREAM DIVERSION

SEE SHEET 4

12.1'

16.0'

12.9'

3.5'

16.0'

7.8'

CROSS SECTION

FISH BARRIER

PROFILE

FISH BARRIER

11 3

TOW EL. = 8314.75'

APRON CREST

EL. = 8305.40'

TOW EL. = 8311.00'

WEIR CREST

EL. = 8309.90'

TOW EL. = 8314.75'

TOW EL. = 8311.00'

PROPOSED STRUCTURE ENGINEERS ESTIMATE

CONCRETE VOLUME (CY)

CONCRETE - WALLS & APRON 47

TYPE B FILL 46

ALTERNATE 1 CONCRETE - WALLS & APRON 129

ALTERNATE 1 TYPE B FILL 77

FOR CONSTRUCTION

APPROVED

PROPOSED SITE ACCESS

CP 220 4 RBR SITE

CP 213 NL

0+00

0+25

0+50

0+65

CREST OF APRON

ELEV:8305.40

+2 7.

: 8

+4 4.

: 8

0+00

0+25

0+50

0+75

0+80

+1 7.

: 8

R S

N : 8

+5 8.

: 8

SCALE: 1" = 10'

FISH BARRIER CROSS SECTION

SCALE: 1" = 6'

FISH BARRIER PROFILE

EXISTING GROUND

AT UPSTREAM FACE

16.0'12.9' 12.1'

4.9'

3.5'

TIE WALL INTO

BEDROCK OUTCROP

ESTIMATED BEDROCK

EXTENTS, ACTUAL BEDROCK

LOCATION MAY VARY.

4.9'

3.5'

3.1' 3.4'

5.6'

16.0'

3.75' 1V 4H

100-YR WSE = 8313.74'

ESTIMATED 50YR

WSE = 8304.37'

APRON

EL. = 8306.40'

WEIR CREST

EL. = 8309.9'

100-YR WSE

= 8313.74' 50-YR WSE

= 8312.93'

APRON

EL. = 8306.40'

3" MIN

3" MIN TO INSIDE EDGE OF PIPE

TOP OF WALL

EMBED AIR VENT IN END WALL

BOTH SIDES. 1"PVC OFFSET 3" MIN

FROM DOWNSTREAM FACE OF

WEIR WALL SCREEN ENDS

TOP OF WEIR CREST

AIR VENT DETAIL

SCALE: 1/2" = 1'

FOOTER AND WALL IF COMPETENT

BEDROCK IS NOT FOUND (ALTERNATE 1)

FOOTER AND WALL IF COMPETENT

BEDROCK IS NOT FOUND (ALTERNATE 1).

ESTIMATED BEDROCK

EXTENTS, ACTUAL BEDROCK

LOCATION MAY VARY

EXISTING CHANNEL INVERT

100-YR WSE = 8313.74'

50-YR WSE = 8312.93'

12' MIN KEY-IN

IF COMPETENT BEDROCK

IS NOT FOUND

(ALTERNATE 1)

12' MIN KEY-IN

IF COMPETENT BEDROCK

IS NOT FOUND

(ALTERNATE 1)

6" CONCRETE

APRON

SCALE

FEET

SCALE

FEET

SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

PROJECT NO:

DATE:

DISPLAYED AS:

COORD SYS/ZONE:

DATUM:

UNITS:

SOURCE:

DATE: BY: DESC:

REVISION:

T E

C H

A L

S E

R V

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GEA

JJJ

PIONEER

US FEET

NAD83/NAVD 88

NM-E STATE PLANES

12/22/2023

H B

A R

C K

S C

R E

E K

N E

W M

E X

D E

. O

F G

A M

C R

S E

C T

E A

N D

H B

A R

C K

S C

R E

E K

FOR CONSTRUCTION

APPROVED

2(D100)

7' MIN.

D100

(3.5' MIN)

INVERT EL. = 8302.0'

20' MIN.

EXISTING

CHANNEL

INVERT

CLASS II RIPRAP

TYPE A GEOTEXTILE

TYPE B FILL

CLASS I RIPRAP PER SHEET 12

TYPICAL DETAIL

EPOXY ROCK ANCHOR

MATCH TO EXISTING

CHANNEL INVERT

TYPE A GEOTEXTILE

CLEAN UP ANY OVER

HANGING BEDROCK TO AT

MINIMUM A VERTICAL SLOPE

ESTIMATED EXCAVATION TO

EL. = 8296.8', IF COMPETENT

BEDROCK IS NOT FOUND

(ALTERNATE 1).

4" PERFORATED PVC OR HDPE TRIPLE WALL DRAIN

PIPE TO DAYLIGHT THROUGH DOWNSTREAM WALL

ALONG ENTIRE APRON LENGTH AT 3'o.c.

12/21/2023

83258325

E-OVHD

STATION=0+00.00

NORTHING=1759142.10

EASTING=149068.54

EASTING=149145.33

0+00 0+20

0+40 0+600+65

E-OVHD

STATION=0+65.00

NORTHING=1759172.22

EASTING=149099.89

STATION=0+00.00

NORTHING=1759109.84

EASTING=149118.13

SURVEYED BEDROCK

OUTCROPPING.

EDGE OF WATER AT

TIME OF SURVEY

SURVEYED OVERHEAD

POWER LINE

EXISTING

UPSTREAM

WATERFALL

JACKS CREEK

ESTIMATED OVERHEAD

POWER LINE

FOR CONSTRUCTION

APPROVED

SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

PROJECT NO:

DATE:

DISPLAYED AS:

COORD SYS/ZONE:

DATUM:

UNITS:

SOURCE:

DATE: BY: DESC:

REVISION:

T E

C H

A L

S E

R V

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OF 13

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R N

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L, S

, M T

GEA

JJJ

PIONEER

US FEET

NAD83/NAVD 88

NM-E STATE PLANES

12/22/2023

H B

A R

C K

S C

R E

E K

N E

W M

E X

D E

. O

F G

A M

A C

K F

P L

A N

H B

A R

C K

S C

R E

E K

15.0'

41.5'

35.6'

MAINTAIN 16'

CHANNEL BOTTOM FOR

EXTENT OF RIPRAP

CROSS SECTION

FISH BARRIER

PROFILE

FISH BARRIER

4H:1V

2H :1

V M

2H :1

V M

2H :1

V M

2H :1

V M

2H :1V M

AX.

20.0'

CLASS II RIPRAP

CLASS I RIPRAP

PROPOSED BACKFILL ENGINEERS ESTIMATE IN BANK CY

CUT (CY) FILL (CY) NET(CY)

CLASS I RIPRAP 23 0 23

CLASS II RIPRAP 124 0 124

TYPE C FILL 162 42 120

NOTES:

1. QUANTITIES ARE ENGINEERS ESTIMATES. CONTRACTOR IS RESPONSIBLE FOR

ESTIMATING BID ITEM QUANTITIES. ACTUAL QUANTITIES MAY VARY FROM THESE

ESTIMATED QUANTITIES DEPENDING ON SITE CONDITIONS ENCOUNTERED AT THE

TIME THE WORK IS PERFORMED.

2. PLACE MINIMUM 6 INCHES OF A HORIZON (TYPE D COVER SOIL) ON ANY

DISTURBED AREAS THAT WILL NOT BE INUNDATED.

3. EXCAVATED MATERIAL MAY BE USED AS STRUCTURAL FILL IF IT MEETS THE TYPE C

CRITERIA PER THE TECHNICAL SPECIFICATIONS OR AS APPROVED BY ENGINEER.

TYPE C FILL QUANTITY IS IN COMPACTED YARDS.

KEY IN END OF APRON

TO A MINIMUM 2 (D100)

PER

PROFILE

FISH BARRIER

MATCH

EXISTING

GRADE

STREAM DIVERSION,

SEE SHEET 4

PROPOSED SITE ACCESS

CLASS II RIPRAP ON

STREAM BANKS

CP 220 4 RBR SITE

CP 213 NL

CP 121 ACAP

CP 214 NL

PLACE CLASS II RIPRAP

TO ELEV. 8306'

LEAVE CLASS II RIPRAP

PROUD ON DOWNSTREAM

EDGE WHERE APPLICABLE

20.0'

2x4 STUD CUT RIP SAW DIAGONALLY

FINISHED STAKES

TO 24" LONG

TYPICAL DETAIL

UPSTREAM RIPRAP

SCALE: 1" = 3'

D100 MIN.

2H:1V MAX.

TYPE A GEOTEXTILE

EXISTING GROUND OR

COMPACTED FILL

CHANNEL INVERT

CLASS I RIPRAP

6" MIN. COVER SOIL

AT ALL DISTURBED AREAS

1' MIN.

1.0'

2H:1V MAX.

WOOD STAKE

SEED MIX PLACED AND

RAKED BELOW COIR FABRIC

TYPICAL DETAIL

COIR FABRIC

SCALE: 1" = 3'

STAKING DETAIL

TYPE B GEOTEXTILE (COIR FABRIC)

NATIVE

UNDISTURBED

GROUND

COMPACTED TYPE C FILL

6" MIN. COVER SOIL

AT ALL DISTURBED AREAS

PLACE COIR FABRIC ON

ALL DISTURBED SLOPES

STAKING DETAIL

TYPE B GEOTEXTILE (COIR FABRIC)

SCALE: 1" = 6'

7.5'

3.5'

3.0'

6" MIN.

OVERLAP

2" TO 5"

WOOD STAKE OR STAPLE, TYP.

PER TECHNICAL SPECIFICATIONS3.5'

3.0'

FLOW DIRECTION

FOR CONSTRUCTION

APPROVED

SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

PROJECT NO:

DATE:

DISPLAYED AS:

COORD SYS/ZONE:

DATUM:

UNITS:

SOURCE:

DATE: BY: DESC:

REVISION:

T E

C H

A L

S E

R V

E E

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G:\NMGF\JACKS CREEK\DRAWINGS\CAD\FINAL DESIGN\SHEET SET\JC-CO-PLN-001-23.DWG12/22/2023 3:45:02 PM

OF 13

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L, S

, M T

GEA

JJJ

PIONEER

FEET

12/22/2023

H B

A R

C K

S C

R E

E K

N E

W M

E X

D E

. O

F G

A M

N S

E T

S B

A C

K F

T Y

A L

H B

A R

C K

S C

R E

E K

TYPICAL DETAIL

DOWNSTREAM RIPRAP

SCALE: 1" = 3'

D100 MIN.

TYPE A GEOTEXTILE

EXISTING GROUND OR

COMPACTED FILL

CHANNEL INVERT

CLASS II RIPRAP

6" MIN. COVER SOIL

AT ALL DISTURBED AREAS

1' MIN.

ESTIMATED BEDROCK

FACE WHERE PRESENT

PLACE RIPRAP UP TO

BEDROCK FACE

WHERE PRESENT

WHERE BEDROCK IS NOT

PRESENT, RIPRAP MAY

BE PLACED PROUD

WHERE APPLICABLE

WRAP COVER SOIL WITH TYPE B

GEOTEXTILE (COIR FABRIC) AT

RIPRAP/COVER SOIL INTERSECTION

WRAP COVER SOIL WITH TYPE B

GEOTEXTILE (COIR FABRIC) AT

RIPRAP/COVER SOIL INTERSECTION

2H:1V MAX.

Sheets and Views

1-Cover Sheet and Index

2-Legend and Abbreviations

3-Site Plan

4-Stream Diversion Plan

5-Stream DiversionDetails

6-Excavation Plan

7-Excavation Plan Alt 1

8-Structure plan

9-Profile & XS

10-Structural Details

11-Structural Details

12-Backfill Plan

13-Details

Riprap Typ. Detail

File details come from the government source that posted it. Updated Jul 20, 2024.