Shasta River - Montague Weir Fish Passage...

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Cascade Stream Solutions

D:\Projects\2015 - 105 Montague Weir\ACAD

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FINAL DRAWINGS-CIVIL

21 June 2019

Montague Weir Fish Passage

Project

Cover Sheet

Shasta Valley Resource Conservation District

215 Executive Ct # A, Yreka, CA 96097

(530) 842-3045

1

Sheet 1 of 9

2015-105

jh

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Approved by:

Shasta River - Montague Weir

Fish Passage Project

JUNE 2019

CONSTRUCTION DRAWINGS FOR

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CALIFORNIA

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Location

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GENERAL NOTES

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961 Bellview, Ave Ashland, Oregon 97520 Phone: (541) 864-0492

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COVER SHEET

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1

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ACCESS SHEET

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2

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WATER CONTROL & FISH SALVAGE

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PLAN SHEET

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CROSS SECTION SHEET

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PROFILE SHEET

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6

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FLOOR PLAN AND WEIR SECTIONS

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STANCHION DETAILS

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CONCRETE DETAILS SHEET

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Landowner: ______________, Date Shasta RCD: _____________, Date

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Cascade Stream Solutions, LLC

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PROFESSIONAL ENGINEER NO. # 53319

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CALIFORNIA REGISTERED

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Leonard Joey Howard

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(date)

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W

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N

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S

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E

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SUSANVILLE

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EUREKA

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DUNSMUIR

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REDDING

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RED BLUFF

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CHICO

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UKIAH

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SACRAMENTO

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STOCKTON

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SANTA ROSA

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LAKE TAHOE

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OREGON

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NEVADA

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PACIFIC OCEAN

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1. TOPOGRAPHY IS BASED TOPOGRAPHIC SURVEYS CONDUCTED ON APRIL 27, 2015 BY CASCADE TOPOGRAPHY IS BASED TOPOGRAPHIC SURVEYS CONDUCTED ON APRIL 27, 2015 BY CASCADE STREAM SOLUTIONS. SURVEYS DO NOT CONSTITUTE LAND SURVEYS AND WERE CONDUCTED FOR ANALYSIS AND DESIGN PURPOSES. CONTRACTOR NOTIFY SHASTA RCD IF CONTRACTOR NOTES DISCREPANCIES BETWEEN THE PLANS AND THE STREAM BANK. 2. CONTRACTOR SHALL NOTIFY USA NORTH AT 811 OR 1-800-227-2600 OR CONTRACTOR SHALL NOTIFY USA NORTH AT 811 OR 1-800-227-2600 OR WWW.USANORTH.ORG TO REQUEST IDENTIFICATION AND LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT USA NORTH 2 TO 14 DAYS BEFORE PLANNED EXCAVATION DATE. 3. THIS PROJECT IS SUBJECT TO REQUIREMENTS OF PERMITS ISSUED BY VARIOUS REGULATORY THIS PROJECT IS SUBJECT TO REQUIREMENTS OF PERMITS ISSUED BY VARIOUS REGULATORY AGENCIES. THE CONTRACTOR IS RESPONSIBLE TO UNDERSTAND AND PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMITS. PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE TO VERIFY THE MOST RECENT COPY OF ALL APPLICABLE PERMITS ARE INCORPORATED IN TO THE PROJECT CONSTRUCTION DOCUMENTS. 4. CASCADE HAS LISTED ACCEPTABLE METHODS FOR CONTROLLING TURBIDITY LEVELS DURING CASCADE HAS LISTED ACCEPTABLE METHODS FOR CONTROLLING TURBIDITY LEVELS DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ACCEPTING THESE METHODS AND DETAILING THE MEANS TO ACHIEVE WATER CONTROL AND PROTECTION REQUIREMENTS IDENTIFIED IN THE PERMITS. THE CONTRACTOR MAY CHOOSE TO SUBMIT AN ALTERNATIVE METHOD TO ACHIEVE WATER CONTROL AND PROTECTION REQUIREMENTS FOR REVIEW BY THE SVRCD. IF THE SVRCD DETERMINES METHOD PROPOSED BY THE CONTRACTOR DOES NOT ADEQUATELY MEET THE PERMIT REQUIREMENTS OR ARE UNACCEPTABLE FOR ANY REASON, THE CONTRACTOR WILL BE REQUIRED TO USE ONE OF THE APPROVED METHODS PROPOSED BY THE SVRCD. CONTRACTOR DEVELOPED WATER CONTROL PLANS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING FOR THIS PROJECT. 5. WHEN CONDITIONS IN THE FIELD DO NOT CONFORM WITH INFORMATION IN THESE PLANS WHEN CONDITIONS IN THE FIELD DO NOT CONFORM WITH INFORMATION IN THESE PLANS AND/OR WHEN UNUSUAL CIRCUMSTANCES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER'S REPRESENTATIVE. 6. IN THE EVENT THAT ANY ARCHEOLOGICAL ARTIFACTS ARE UNCOVERED DURING CONSTRUCTION IN THE EVENT THAT ANY ARCHEOLOGICAL ARTIFACTS ARE UNCOVERED DURING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL STOP ALL WORK IMMEDIATELY IN THE AREA AND CONTACT THE OWNER'S REPRESENTATIVE. WORK IN THE AREA SHALL NOT RESUME UNTIL APPROVED BY THE OWNER'S REPRESENTATIVE. 7. ACCESS TO THE SITE IS THROUGH PRIVATE PROPERTY. CONTRACTOR TO COORDINATE ACCESS, ACCESS TO THE SITE IS THROUGH PRIVATE PROPERTY. CONTRACTOR TO COORDINATE ACCESS, WORK HOURS, AND WORK DATES IN ADVANCE WITH THE CONTRACTING OFFICER. 8. DURING CONSTRUCTION THE CONTRACTING REPRESENTATIVE MAY MAKE ADJUSTMENTS TO THE DURING CONSTRUCTION THE CONTRACTING REPRESENTATIVE MAY MAKE ADJUSTMENTS TO THE DESIGN TO ACCOMMODATE CONDITIONS ENCOUNTERED AT THE SITE.

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SIGNED: 2019.06.21

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2019.06.21

© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS

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10:34:24


21 June 2019


Project

Access and Staging Plan



(530) 842-3045

2

Sheet 2 of 9

2015-105

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SITE ACCESS AND STAGING

CONSTRUCTION STAKING AND LAYOUT

FIRE PROTECTION

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APPROXIMATE LIMITS OF WORK

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EXISTING GATE

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ACCESS ROAD

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EXISTING GATE

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EXISTING GATE MAY NEED TO BE REMOVED TO CONSTRUCT PROJECT

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MONTAGUE GRENADA ROAD

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1. ACCESS TO THE SITE SHALL BE FROM MONTAGUE GRENADA ROAD. ACCESS TO THE SITE SHALL BE FROM MONTAGUE GRENADA ROAD. 2. ACCESS ROADS USED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RETURNED TO ACCESS ROADS USED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RETURNED TO PRE-PROJECT CONDITIONS PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. PRE-PROJECT CONDITIONS SHALL BE AS DETERMINED THROUGH SITE INSPECTION AND DOCUMENTATION TO BE COMPLETED BY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR PRIOR TO THE START OF WORK. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OPENING AND CLOSING GATES AS DIRECTED BY THE CONTRACTOR SHALL BE RESPONSIBLE FOR OPENING AND CLOSING GATES AS DIRECTED BY THE OWNER'S REPRESENTATIVE. GATES SHALL BE PROTECTED IN PLACE. IF MUST BE REMOVED AS PART OF CONSTRUCTION, THE CONTRACTOR SHALL REMOVE THE GATE AND REPLACE IT IN A CONDITION SIMILAR TO PRE-PROJECT CONDITIONS OR BETTER. THE GATE A GATE IS 4. STAGING AND LAY-DOWN AREAS ARE IDENTIFIED ON THE ACCESS SHEET. CONTRACTOR MAY STAGING AND LAY-DOWN AREAS ARE IDENTIFIED ON THE ACCESS SHEET. CONTRACTOR MAY COORDINATE WITH SHASTA RCD FOR ADDITIONAL AREAS.

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1. CASCADE STREAM SOLUTIONS SHALL PROVIDE CONSTRUCTION STAKING AND LAYOUT FOR THE CASCADE STREAM SOLUTIONS SHALL PROVIDE CONSTRUCTION STAKING AND LAYOUT FOR THE PROJECT. THE CONTRACTOR AND THE ENGINEER SHALL COORDINATE AND PREPARE A STAKEOUT SCHEDULE DURING THE PRE-CONSTRUCTION MEETING. 2. CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE STAKES FOR HIS/HER USE THROUGH CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE STAKES FOR HIS/HER USE THROUGH THE COURSE OF THE PROJECT.

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EXISTING TAILWATER POND

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1.CONTRACTOR WILL PROVIDE FIRE PROTECTION ONSITE DURING THE COARSE OF THE WORK AS CONTRACTOR WILL PROVIDE FIRE PROTECTION ONSITE DURING THE COARSE OF THE WORK AS REQUIRED BY THE PERMITS.

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SIGNED: 2019.06.21

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Project

Dewatering Plan



(530) 842-3045

3

Sheet 3 of 9

2015-105

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EXISTING WEIR

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SHASTA RIVER FLOW DIRECTION

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STRAW BALE BARRIER

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PUMP

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PUMP

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STRAW BALE BARRIER

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WATER CONTROL NOTES: 1. CONTRACTOR SHALL SUBMIT A WATER CONTROL PLAN TO SHASTA RCD FOR CONTRACTOR SHALL SUBMIT A WATER CONTROL PLAN TO SHASTA RCD FOR APPROVAL 10 DAYS PRIOR TO CONSTRUCTION. THE WATER CONTROL PLAN SHALL BYPASS STREAM FLOWS AROUND THE WORK AREA, PROTECT AQUATIC ORGANISMS AT INLETS AND OUTLETS, DEWATER THE WORK AREA, AND DISSIPATE EROSIVE FORCES AT THE OUTLETS, AND NOT INCREASE TURBIDITY LEVELS MORE THAN 20 PERCENT ABOVE UPSTREAM LEVELS. CONTRACTOR SHALL MAINTAIN ALL ELEMENTS OF THE OPERATION IN ORDER TO DEWATER WORK AREA, FACILITATE CONSTRUCTION, PREVENT HARM TO AQUATIC ORGANISMS, AND PREVENT SEDIMENT AND TURBIDITY AND CONCRETE WASH WATER FROM ENTERING THE STREAM. THE WORK CONDITIONS SHALL BE MAINTAINED FREE OF FISH. THE CONTRACTOR SHALL KEEP THE AREA FREE OF STANDING WATER IN THE WORK AREA. SHASTA RIVER FLOWS SHALL BE DIVERTED PAST THE WORK SITE IN A TEMPORARY DIVERSION CHANNEL LOCATED ON THE SOUTH SIDE OF THE MEASURING WEIR. AN ISOLATION BARRIER SHALL BE CONSTRUCTED OF PLASTIC LINED GRAVEL OR APPROVED EQUAL. THE DAM WILL EXTEND ALONG THE PERIMETER OF THE WORK AREA. CONTRACTOR WILL PUMP WATER CONTAMINATED WITH CONCRETE WASTE INTO A CONTAINMENT AREA CONSTRUCTED BY THE CONTRACTOR. PUMPS AND OTHER DEVICES SHALL BE USED TO PREVENT CONTAMINATED WATER FROM ENTERING THE SHASTA RIVER. 2. CONTRACTOR WILL CONSTRUCT A TEMPORARY DIVERSION CHANNEL AROUND THE CONTRACTOR WILL CONSTRUCT A TEMPORARY DIVERSION CHANNEL AROUND THE SOUTH DIVERSION WEIR ABUTMENT. CONTRACTOR WILL PLACE BACKING NO.2 ROCK OR OTHER APPROVED MATERIAL TO PROTECT THE ABUTMENT FROM SCOUR AND UNDERMINING. THE TEMPORARY DIVERSION CHANNEL WILL BE LINED WITH GEOTEXTILE OR OTHER APPROVED MATERIAL TO PREVENT EROSION. THE CONTRACTOR SHALL PLACE EROSION AND SCOUR PROTECTION MEASURES AT THE DIVERSION CHANNEL INLET AND OUTLET. CASCADE ESTIMATES FLOWS DURING THE CONSTRUCTION PERIOD WILL BE LESS THAN 40 CFS. FLOW DEPTHS IN A TRAPEZOIDAL CHANNEL WITH A WIDTH OF 2 FT AND 1:1 SIDE SLOPES IS ANTICIPATED TO BE ABOUT 2.5 FT AND VELOCITIES ARE ANTICIPATED TO BE LESS THAN 5 CFS. 3. CONTRACTOR WILL RESTORE BANK EXCAVATED FOR CONSTRUCTION OF TEMPORARY CONTRACTOR WILL RESTORE BANK EXCAVATED FOR CONSTRUCTION OF TEMPORARY DIVERSION CHANNEL. BANK RESTORATION SHALL INCLUDE CONSTRUCTING A COMPACTED SOIL CORE BY PLACING SOIL IN 8 INCH LIFTS AND COMPACTED USING A VIBRATORY COMPACTOR TO CONSTRUCT A COMPACTED SECTION OF BANK ADJACENT THE WEIR AND A MINIMUM OF 25 FT IN LENGTH ALONG THE CHANNEL. FABRIC USED IN THE TEMPORARY DIVERSION CHANNEL SHALL BE USED TO REINFORCE THE SOIL CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE COMPACTED SOIL CORE SHALL BE SUFFICIENTLY MOIST TO COMPACT, BUT NOT OVER SATURATED. 4. THE GRAVEL ISOLATION BERM SHALL BE CONSTRUCTED USING ROUND GRAVEL THE GRAVEL ISOLATION BERM SHALL BE CONSTRUCTED USING ROUND GRAVEL RANGING IN SIZE FROM 0.5 INCH TO 2.5 INCHES. GRAVEL SHALL BE ENCAPSULATED IN PLASTIC SHEETING TO FORM AN IMPERMEABLE BARRIER. CONTRACTOR SHALL MAKE EFFORTS TO LIMIT SUBSURFACE FLOW FROM ENTERING THE WORK SITE. 5. PUMPS AND STATIONARY EQUIPMENT WITHIN 150 FEET OF THE STREAM SHALL BE PUMPS AND STATIONARY EQUIPMENT WITHIN 150 FEET OF THE STREAM SHALL BE CLEAN AND FREE OF LEAKS AND SHALL BE PLACED IN A CONTAINMENT KIT. LEAKS SHALL BE FIXED IMMEDIATELY. THE CONTRACTOR SHALL REPORT LEAKS TO CASCADE WITH 1 DAY. 6. CONTRACTOR SHALL MAINTAIN A 55 GALLON SPILL KIT ONSITE. CONTRACTOR SHALL MAINTAIN A 55 GALLON SPILL KIT ONSITE. 7. SCREENS ON INTAKES OPERATED IN AREAS WHERE FISH MAY BE PRESENT SHALL SCREENS ON INTAKES OPERATED IN AREAS WHERE FISH MAY BE PRESENT SHALL MEET CDFW FISH SCREEN CRITERIA. 8. PUMPS (PREFERABLY ELECTRIC) SHALL REMAIN IN OPERATION DOWNSTREAM OF THE PUMPS (PREFERABLY ELECTRIC) SHALL REMAIN IN OPERATION DOWNSTREAM OF THE BYPASS DAM IF THE DAM DOES NOT SEAL THOROUGHLY. A PUMP SHALL BE MAINTAINED RUNNING 24 HOURS A DAY IN THE WORK AREA TO DIVERT WATER CONTAINING SEDIMENT AND CONCRETE WASTE TO A WASTE WATER CONTAINMENT AREA WHERE IT WILL BE FILTERED BEFORE ENTERING BACK INTO THE STREAM. PUMPS SHALL REMAIN IN POSITION ON SITE EVEN IF WATER DISCHARGE DROPS CONSIDERABLY, TO BE PREPARED FOR STORM FLOWS. 9. CONTRACTOR SHALL CONSTRUCT A WASTE WATER CONTAINMENT AREA TO FILTER CONTRACTOR SHALL CONSTRUCT A WASTE WATER CONTAINMENT AREA TO FILTER WASTE WATER. STRAW BALE BARRIERS WILL SERVE AS THE FILTER. CONTRACTOR WILL REMOVE STRAW BALES AND CONCRETE SOLIDS DEPOSITED IN THE BASIN FOLLOWING CONSTRUCTION.

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APPROXIMATE EXTENT OF CONCRETE WEIR REMOVAL

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CONTROL WATER WITHIN CONTAINMENT AREA UNTIL FRESH CONCRETE PH LEVELS MATCH AMBIENT STREAM PH LEVELS

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MEAMBER FISH SCREEN

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PLASTIC LINED GRAVEL DIVERSION DAM OR APPROVED EQUAL

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BRIDGE PIER

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CONSTRUCT TEMPORARY DIVERSION CHANNEL

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EXISTING HIGHWAY 12 BRIDGE

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WASTE WATER CONTAINMENT POND

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EXISTING ABUTMENT

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SIGNED: 2019.06.21

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Plan View



(530) 842-3045

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C

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B

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A

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BRIDGE

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PIER

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5'

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INSTALL 30 TONS CALTRANS TON 14 TON RSP. PLACE IN A 30" THICK MAT. TOP OF RSP MAT ELEVATION 2459.75

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CONCRETE SILL EL 2462.25

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REMOVE VEGETATION

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CONCRETE WEIR (P)

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EXCAVATE BANK

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TEMPORARY DIVERSION CHANNEL

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ROCK SLOPE PROTECTION CALTRANS BACKING NO.2 OR APPROVED EQUAL

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EXISTING CONCRETE WEIR

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REMOVE VEGETATION

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EXCAVATE BANK

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LEGEND

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REMOVE BANK VEGETATION

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SIGNED: 2019.06.21

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Weir Cross Sections



(530) 842-3045

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SECTION

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CONCRETE WEIR STRUCTURE

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EXISTING CONCRETE WEIR CONCRETE EXTENT BELOW STREAM BED NOT KNOWN

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H: 1'=5" V: 1'=5"

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EXISTING GROUND

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CONCRETE WEIR STRUCTURE

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H: 1'=5" V: 1'=5"

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EXISTING GROUND

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RAISE CONCRETE WEIR CREST TO ELEV = 2463.25

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CONSTRUCT CONCRETE WEIR CREST TO ELEV = 2462.45

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H: 1'=5" V: 1'=5"

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EXISTING GROUND

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EXISTING GROUND

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EXISTING GROUND

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SIGNED: 2019.06.21

WEIR-CL PROFILE

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Weir Cross Sections



(530) 842-3045

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EXISTING GROUND

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CONSTRUCT CONCRETE WEIR CREST TO ELEV = 2462.45

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FINISHED GROUND

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FINISHED GROUND

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ROCK SCOUR PROTECTION CALTRANS TON14 TON

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SIGNED: 2019.06.21

Shasta River - Montague Weir Fish Passage...

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