HomeMy WebLinkAbout2026.02.05 Item 6a Attachment - Project PlansN
T-1
1
TITLE SHEET
NTS
LOCATION MAP
PROJECT
SITE
VICINITY MAP
N.T.S.
DIRECTORS:
NICK EXLINE
NICK HAVEN
JOEL HENDERSON
SHANE ROMSOS
KELLY SHEEHAN
GENERAL MANAGER:
PAUL HUGHES
N
SITE
LOCATION
APPROVED FOR PURPOSES OF GOVERNMENT CODE 830.6 :
N
BOARD OF DIRECTORS
SOUTH TAHOE PUBLIC UTILITY DISTRICT
AGENCY & UTILITY CONTACTS
SOUTH TAHOE PUBLIC UTILITY DISTRICT
2026 STATELINE TANKS
RECOATING PROJECT
SHEET DRAWING DESCRIPTION
1 T-1 TITLE SHEET
2 G-1 ABBREVIATIONS, LEGEND AND GENERAL NOTES
3 C-1 PLAN
4 D-1 SITE PHOTOS
5 D-2 EXT LADDER PHOTOS
6 SD-1 STANDARD DETAILS
7 CP-1 TANK #1 CATHODIC PROTECTION (PLAN AND SECTIONS)
8 CP-2 TANK #1 CATHODIC PROTECTION (DETAILS 1)
LA
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W
A
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STATELINE TANKS
ACCESS ROAD
HE
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VIL
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W
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STATELINE
TANK NO. 2
(2.25 MG)STATELINE
TANK NO. 1
(1.25 MG)
SOUTH TAHOE PUBLIC UTILITY DISTRICT
1275 MEADOW CREST DRIVE
SOUTH LAKE TAHOE, CALIFORNIA 96150
PHONE (530) 544-6474 FAX (530) 541-4319
WWW.STPUD.US
OF SHEETS
PROJECT CODE
REVISIONDATEBY APPROVED DATE SCALE DATE
DESIGNED BY DRAWN BY
AS-BUILT DRAWN BY AS-BUILT DATE
122026 STATELINE TANKS
RECOATING PROJECT
SLTNK1/SLTNK2
FEBRUARY 2026
TJ/BG TJ
LIST OF DRAWINGS
1/28/2026
9 CP-3 TANK #1 CATHODIC PROTECTION (DETAILS 2)
10 CP-4 TANK #2 CATHODIC PROTECTION (PLAN AND PROFILE)
11 CP-5 TANK #2 CATHODIC PROTECTION (DETAILS 1)
12 CP-6 TANK #2 CATHODIC PROTECTION (DETAILS 2)
LIST OF DRAWINGS CONTINUED
SHEET DRAWING DESCRIPTION
G-1
2
ABBREVIATIONS, LEGEND AND GENERAL NOTES
N/A SOUTH TAHOE PUBLIC UTILITY DISTRICT
1275 MEADOW CREST DRIVE
SOUTH LAKE TAHOE, CALIFORNIA 96150
PHONE (530) 544-6474 FAX (530) 541-4319
WWW.STPUD.US
OF SHEETS
PROJECT CODE
REVISIONDATEBY APPROVED DATE SCALE DATE
DESIGNED BY DRAWN BY
AS-BUILT DRAWN BY AS-BUILT DATE
122026 STATELINE TANKS
RECOATING PROJECT
SLTNK1/SLTNK2
FEBRUARY 2026
TJ/BG TJ
ABND ABANDONED
BLDG.BUILDING
CENTERLINE
C&G CURB AND GUTTER
CB CATCH BASIN
CPLG COUPLING
CSLT CITY OF SOUTH LAKE TAHOE
DI DRAINAGE INLET
DIA DIAMETER
DIP DUCTILE IRON PIPE
DWY DRIVE WAY
(E) EXISTING
EXT EXTERIOR
ELEV ELEVATION
(F)FUTURE
FG FINISHED GRADE
FH FIRE HYDRANT
FI FLUSH INLET
FL FLOW LINE
FLG FLANGE
FM FORCE MAIN
FS FINISHED SURFACE
GV GATE VALVE
ID INSIDE DIAMETER
INT INTERIOR
INV INVERT
JT JOINT
L LENGTH
LF LINEAR FEET
LOC LOCATION
MAX MAXIMUM
MG MILLION GALLONS
MH MANHOLE
MIN MINIMUM
MJ MECHANICAL JOINT
MON MONUMENT
NC NORMALLY CLOSED
OC ON CENTER
OD OUTSIDE DIAMETER
OHU OVERHEAD UTILITY
(P) PROPOSED
⅊PROPERTY LINE
PCC PORTLAND CEMENT CONCRETE
PP POWER POLE
PRV PRESSURE RELEASE VALVE
PTW PIPE TRACER WIRE
PVC POLYVINYL CHLORIDE
R/W RIGHT-OF-WAY
RCP REINFORCED CONCRETE PIPE
REQ'D REQUIRED
RJ RESTRAINED JOINT
RMVD REMOVED
SCH SCHEDULE
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SEZ STREAM ENVIRONMENT ZONE
SPEC SPECIFICATIONS
SS SANITARY SEWER, STAINLESS STEEL
SSMH SANITARY SEWER MANHOLE
STA STATION
STD STANDARD
STL STEEL
STPUD SOUTH TAHOE PUBLIC UTILITY DISTRICT
TEMP TEMPORARY
TG TOP OF GRATE
TRPA TAHOE REGIONAL PLANNING AGENCY
TYP TYPICAL
UG UNDERGROUND
UNK UNKNOWN
USFS UNITED STATES FOREST SERVICE
VAR VARIES
WM WATER METER
WV WATER VALVE
ABBREVIATIONS
1.THE FOLLOWING GENERAL NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THEIR CONTRACT
DOCUMENTS AS IF THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET.
2.CONTRACTOR SHALL HAVE SIGNED PLANS, SPECIFICATION AND PERMITS IN THEIR POSSESSION PRIOR TO
COMMENCEMENT OF WORK.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES, LOCAL AGENCIES
AND/OR UTILITY DISTRICTS AS TO THE LOCATION OF ALL UNDERGROUND FACILITIES. LOCATION AND
DEPTH OF EXISTING UTILITIES WHERE SHOWN ON PLANS ARE BASED ON AVAILABLE RECORDS OR
ELECTRONIC FILES INFORMATION. NEITHER THE OWNER NOT THE ENGINEER ASSUMES ANY
RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. NO
GUARANTEE IS MADE AS TO THE ACCURACY OF THIS INFORMATION OR THAT ALL UTILITIES ARE SHOWN.
THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, SIZES, MATERIAL TYPES, AND ELEVATIONS
SHOWN AROUND OR NEAR AREAS OF NEW CONSTRUCTION PRIOR TO START OF CONSTRUCTION. IT SHALL
BE THE CONTRACTORS SOLE RESPONSIBILITY TO LOCATE, PROTECT, AND MAINTAIN ALL EXISTING
UTILITIES. THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CONTRACTOR SHALL NOTIFY MEMBERS
OF UNDERGROUND SERVICE ALERT 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY
CALLING UNDERGROUND SERVICE ALERT 811. EXCAVATION IS DEFINED AS BEING 18 OR MORE INCHES OF
DEPTH BELOW THE EXISTING SURFACE.
4.CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND ANY
OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DISTURBED OR
DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY A CALIFORNIA LICENSED SURVEYOR AT
CONTRACTOR'S EXPENSE.
5.PRIOR TO CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL SUBMIT TO THE DISTRICT FOR
ACCEPTANCE A PROJECT SPECIFIC TRAFFIC CONTROL PLAN FOR HANDLING TRAFFIC THROUGH THE
PROJECT SITE. ALL TRAFIC CONTROL MEASURES SHALL MEET OR EXCEED THE REQUIREMENTS OUTLINED
IN THE STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2014), ALL ADVANCE
WARNING SIGNS SHALL BE A 48" BY 48" MINIMUM. A FLAGGER SHALL BE LOCATED FAR ENOUGH IN
ADVANCE OF THE WORK AREA AS TO SLOW OR STOP TRAFFIC THROUGH THE WORK AREA. ALL PORTABLE
DELINEATORS SHALL BE PLACED A MAXIMUM OF 20 FEET APART.
6.UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE
AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL
APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON THE DRAWINGS.
7.WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK, DETAILS SHALL BE
THE SAME AS FOR OTHER SIMILAR WORK.
8.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM
DAMAGING EXISTING FACILITIES AND UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN PLACE.
ALL FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR
RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE WITHOUT
ADDITIONAL COMPENSATION.
9.UNLESS OTHERWISE INDICATED IN THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL ABIDE
BY THE FOLLOWING TRAFFIC CONDITIONS. CONTRACTOR SHALL MAINTAIN THE CONTINUOUS FLOW OF
TRAFFIC AT ALL TIMES DURING CONSTRUCTION ACTIVITY. AFTER WORKING HOURS ALL TRAFFIC
BARRIERS SHALL BE REMOVED AND TRAFFIC RETURNED TO NORMAL.
10.CONTRACTOR SHALL REMOVE ALL MATERIAL GENERATED BY ANY ASPHALT SAW CUTTING OPERATION
DURING OR IMMEDIATELY AFTER SAWCUTTING BY USING ADEQUATELY SIZED VACUUMING EQUIPMENT TO
ACCOMMODATE THE REMOVAL PROCESS.
11.CONTRACTORS EQUIPMENT AND EMPLOYEE VEHICLES SHALL PARK ON EXISTING PAVED SURFACES OR
EXISTING COMPACTED ROAD SHOULDERS. NO PARKING OFF PAVED SURFACES WHEN COVERED WITH
SNOW OR MUDDY CONDITIONS EXIST. NO EQUIPMENT OR VEHICLES SHALL BE PLACED OUTSIDE THE
STATE, CITY, OR COUNTY RIGHT OF WAY. ANY DISTURBANCE OF PRIVATE PROPERTY SHALL BE RESTORED
BY THE CONTRACTOR AT THEIR EXPENSE.
12.ALL SEWER PIPES DAMAGED DURING THE EXECUTION OF THE PROJECT SHALL BE REPAIRED PER
DETAILS.
13.CONTRACTOR SHALL EXPECT SHALLOW GROUNDWATER TO BE ENCOUNTERED WITHIN 5 FEET BELOW
GROUND SURFACE IN SEZ AREAS, AS DEPICTED ON SHEET INDEX MAP (SHT G1). DEWATERING PER
SPECIFICATIONS REQUIRED.
14.WORK SHALL BE IN CONFORMANCE WITH THE ENCROACHMENT PERMIT ISSUED BY THE CITY OF SOUTH
LAKE TAHOE. NO WORK SHALL OCCUR ON SATURDAYS OR SUNDAYS OR HOLIDAYS WITHOUT WRITTEN
PERMISSION FROM THE DISTRICT AND THE CITY OF SOUTH LAKE TAHOE.
15.ALL EXCAVATIONS SHALL BE BACKFILLED OR TRENCH PLATED AT THE END OF EACH DAY'S WORK PER THE
SPECIFICATIONS. EXCAVATIONS WITHIN EXISTING PAVED AREAS SHALL BE HOT PATCHED AS REQUIRED
PER SPECIFICATIONS TO MATCH THE EXISTING PAVEMENT AT THE END OF EACH DAY'S WORK. ALL
TRENCH PLATES SHALL BE NON-SKID TYPE AND HAVE COLD PATCH APPLIED TO THE EDGE FOR TRAFFIC
APPROACH AND DEPARTURE.
16.ALL SIGNAGE REMOVED OR DAMAGED SHALL BE REPLACED TO CURRENT STANDARDS.
17.THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD ELECTRICAL
LINES. CONTRACTOR SHALL ABIDE BY THE NATIONAL ELECTRIC CODE AND ANY REQUIREMENT BY THE
OWNER OF THE ELECTRIC LINES.
18.THE CONTRACTOR SHALL PROVIDE ALL SHEETING AND SHORING REQUIRED TO PROTECT EXISTING
STRUCTURES, PIPES, AND FACILITIES.
19.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND
SANITARY SEWER. WHERE WATER MAINS MUST CROSS SANITARY SEWER, NO PIPE JOINTS SHALL BE
PLACED WITHIN 10 FEET OF THAT CROSSING.WHERE IT IS IMPRACTICAL TO MAINTAIN THE MINIMUM
CLEARANCE, WRITTEN DIRECTION WILL BE PROVIDED BY THE DISTRICT ENGINEER.
20.MAINTAIN 1' VERTICAL CLEARANCE FROM ALL GAS MAINS.
GENERAL NOTES BMP GENERAL NOTES
1.ON-SITE WORK SHALL BE PERFORMED FROM 8 AM TO 6 PM, MONDAY THROUGH FRIDAY. WORK OUTSIDE
THESE HOURS MUST BE APPROVED BY THE DISTRICT A MINIMUM OF 48-HOURS BEFORE THE ABNORMAL
WORKING HOURS ARE SCHEDULED TO BEGIN.
2.THE CONTRACTOR SHALL COMPLY WITH THE TAHOE REGIONAL PLANNING AGENCY (TRPA) STANDARD
CONDITIONS OF APPROVAL (ATTACHMENT Q). A PRE-GRADE INSPECTION SHALL BE COMPLETED PRIOR TO
ANY SAWCUTTING OR EXCAVATION ACTIVITIES.
3.THE CONTRACTOR SHALL COMPLY WITH THE STATE WATER QUALITY CONTROL BOARD WASTE
DISCHARGE REQUIREMENTS FOR THIS PROJECT AND THE CITY OF SOUTH LAKE TAHOE'S OR THE EL
DORADO COUNTY'S ENCROACHMENT PERMIT.
4.NOISE SHALL BE REDUCED BY MANDATORY USE OF MUFFLERS ON ALL CONSTRUCTION VEHICLES AND
EQUIPMENT. WHERE FEASIBLE, SOLENOID PAVEMENT BREAKERS WILL BE USED IN LIEU OF AIR POWERED
JACK HAMMERS.
5.NOISE GENERATING ACTIVITIES WILL BE LIMITED TO THE HOURS OF 8:00 AM TO 6:00 PM.
6.THE CONTRACTOR SHALL APPLY EITHER WATER OR DUST PALLIATIVE OR BOTH, AS REQUIRED AT THE
OPTION OF THE OWNER OR HIS REPRESENTATIVE, FOR THE ALLEVIATION OR PREVENTION OF DUST
NUISANCE.
7.CONTRACTOR SHALL PROVIDE A VACUUM SWEEPER TRUCK FOR CLEANING OF THE SITE DURING AND
AFTER CONSTRUCTION EACH DAY AS REQUIRED TO PREVENT SEDIMENT RUN OFF AND TO AID IN DUST
CONTROL.
8.CONTRACTOR SHALL PROVIDE CRUSHED ROCK IN AREAS OF TEMPORARY CONSTRUCTION ACCESS TO
MINIMIZE MIGRATION OF SEDIMENT.
9.ALL DISTURBED AREAS SHALL BE RESTORED TO MATCH PRE-EXISTING CONDITIONS. UNIMPROVED AREAS
AND AREAS NOT LANDSCAPED SHALL BE REVEGETATED WITH NATIVE SPECIES PER TRPA BEST
MANAGEMENT PRACTICES (BMP). EXISTING VEGETATION REMOVED DURING CONSTRUCTION SHALL BE
CHIPPED AND MULCHED ON SITE AND STORED FOR USE DURING REVEGETATION.
10.ALL TREES IN JEOPARDY OF DAMAGE BY CONSTRUCTION ACTIVITIES AS DETERMINED BY THE DISTRICT
SHALL BE PROTECTED PER DETAIL 5 ON PAGE D4.
11.SOIL AND CONSTRUCTION MATERIAL SHALL NOT BE TRACKED OFF THE CONSTRUCTION SITE. GRADING
OPERATIONS SHALL CEASE IN THE EVENT THAT DANGER OF VIOLATING THIS CONDITION EXISTS.
12.DURING CONSTRUCTION, ENVIRONMENTAL PROTECTION DEVICES, SUCH AS EROSION CONTROL, DUST
CONTROL AND VEGETATION PROTECTION DEVICES SHALL BE MAINTAINED AT ALL TIMES.
13.LOOSE SOIL MOUNDS OR SURFACES SHALL BE PROTECTED FROM WIND OR WATER EROSION BY BEING
APPROPRIATELY COVERED AT THE END OF EACH WORK DAY OR WHEN REQUIRED BY TRPA.
14.ALL EXCESS MATERIAL FROM THE PROJECT IS TO BE REMOVED FROM THE SITE AND DISPOSED OF AT A
SITE APPROVED BY THE TAHOE REGIONAL PLANNING AGENCY. NO EXCESS MATERIAL SHALL BE STORED
ON SITE AFTER HOURS.
15.EXCAVATED MATERIAL SHALL BE STORED UPGRADE FROM THE EXCAVATED AREA WHENEVER POSSIBLE.
NO MATERIAL SHALL BE STORED IN ANY STREAM ENVIRONMENT ZONE (SEZ) OR WET AREA.
16.ONLY EQUIPMENT OF A SIZE AND TYPE THAT WILL DO THE LEAST AMOUNT OF DAMAGE, UNDER
PREVAILING SITE CONDITIONS AND CONSIDERING THE NATURE OF THE WORK TO BE PERFORMED, WILL BE
USED.
17.NO WASHING OF VEHICLES OR HEAVY EQUIPMENT, INCLUDING CEMENT MIXERS, SHALL BE PERMITTED
ANYWHERE ON THE SUBJECT PROPERTY UNLESS AUTHORIZED BY TRPA IN WRITING.
18.NO VEHICLE OR HEAVY EQUIPMENT SHALL BE ALLOWED IN A STREAM ENVIRONMENT ZONE (SEZ) OR WET
AREA EXCEPT AS AUTHORIZED BY TRPA.
19.THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR ANY DISTURBANCE OR CONTAMINATION
TO ANY DRY WELLS, STORM WATER COLLECTION OR RETAINAGE SYSTEMS INCLUDING STORM DRAIN
PIPE, CURB & GUTTER, VALLEY GUTTERS AND HORIZONTAL DRAINS THROUGH OUT THE PROJECT AREA.
ANY DAMAGE SHALL BE REPAIRED AT NO ADDITIONAL COST TO DISTRICT. THE CONTRACTOR SHALL NOT
STOCK PILE ANY MATERIAL UPON ANY DRAINAGE FACILITIES.
20.ALL CONSTRUCTION SHALL BE WINTERIZED BY OCTOBER 15 TO REDUCE THE WATER QUALITY IMPACTS
ASSOCIATED WITH WINTER WEATHER AS FOLLOWS:
A.FOR THE SITES THAT WILL BE INACTIVE BETWEEN OCTOBER 15 AND MAY 1:
1.1 TEMPORARY EROSION CONTROLS SHALL BE INSTALLED
1.2 TEMPORARY VEGETATION PROTECTION FENCING SHALL BE INSTALLED
1.3 DISTURBED AREAS SHALL BE STABILIZED
1.4 ONSITE CONSTRUCTION SLASH AND DEBRIS SHALL BE CLEANED UP AND
REMOVED
1.5 WHERE FEASIBLE, MECHANICAL STABILIZATION AND DRAINAGE IMPROVEMENTS
SHALL BE INSTALLED
1.6 SPOIL PILES SHALL BE REMOVED FROM THE SITE
B.FOR THE SITES THAT WILL BE ACTIVE BETWEEN OCTOBER 15 AND MAY 1, IN ADDITION TO THE ABOVE
REQUIREMENTS:
1.1 PERMANENT MECHANICAL EROSION CONTROL DEVICES SHALL BE INSTALLED,
INCLUDING PAVING OF THE DRIVEWAYS AND PARKING AREAS.
1.2 PARKING OF VEHICLES AND STORAGE OF BUILDING MATERIALS SHALL BE
RESTRICTED TO PAVED AREAS.
1.3 ALL WORK PERFORMED DURING THIS PERIOD MUST BE PERFORMED SO THAT
THE PROJECT CAN BE WINTERIZED WITHIN 12 HOURS OF DIRECTION TO DO SO.
GUARD POST
ZONE LIMITS
WATER SERVICE LINE
SEWER MAIN
WATER MAIN
GAS
ELECTRIC
OIL
STORM DRAIN
RIGHT-OF-WAY
EASEMENT
RETAINING WALL
TELEPHONE
TELEVISION/CABLE
FIBER OPTIC
RECLAIMED WATER
OVERHEAD UTILITY
PROPOSED
WATER MAIN VALVE
WATER METER
FIRE HYDRANT
SEWER CLEAN OUT
GAS VALVE
EXISTING
PULL BOX
STORM DRAIN INLET
SIGN
TREE
LIGHT POLE
COUPLING
SURVEY MONUMENT
MANHOLE
REDUCER
PRESSURE RELEASE VALVE
LEGEND
POWER POLE
GAS SIGN
TRAFFIC LIGHT
ANTENNA
GUY WIRE
MAILBOX
EDGE OF PAVEMENT/ROAD
CURB
CONTOUR LINE (MAJOR)
CONTOUR LINE (MINOR)
STAGING AREA BOUNDARY
WATER TANK GENERAL NOTES
1.PRIOR TO PLACING THE WATER STORAGE TANK BACK INTO SERVICE, THE CONTRACTOR SHALL
DISINFECT THE TANK IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION (AWWA) C652,
LATEST EDITION, AND ALL APPLICABLE REGULATORY REQUIREMENTS. DISINFECTION PROCEDURES,
BACTERIOLOGICAL TESTING, AND FINAL APPROVAL SHALL BE COORDINATED WITH THE DISTRICT.
THE TANK SHALL NOT BE RETURNED TO SERVICE UNTIL ACCEPTABLE BACTERIOLOGICAL RESULTS
HAVE BEEN RECEIVED AND WRITTEN AUTHORIZATION IS PROVIDED BY THE DISTRICT.
2.AT THE END OF EACH WORKDAY AND AT ALL TIMES WHEN WORK IS NOT ACTIVELY OCCURRING, THE
CONTRACTOR SHALL SECURE THE WATER STORAGE TANK. ALL ACCESS HATCHES, DOORS,
MANWAYS, AND OTHER OPENINGS SHALL BE CLOSED, LOCKED, AND SECURED TO PREVENT
UNAUTHORIZED ACCESS AND ENSURE PUBLIC SAFETY.
3.FOLLOWING DRAINING OF THE WATER STORAGE TANK, THE CONTRACTOR SHALL CLEAN THE TANK
INTERIOR AND REMOVE ANY WATER REMAINING IN THE BOTTOM OF THE TANK. THE CONTRACTOR
SHALL ASSUME THAT UP TO TWELVE (12) INCHES OF WATER MAY REMAIN AFTER DRAINING AND
SHALL REMOVE AND PROPERLY DISPOSE OF THIS WATER PRIOR TO COMMENCING SUBSEQUENT
WORK.
4.ALL ABRASIVE BLAST MEDIA AND REMOVED COATING MATERIALS SHALL BE PROPERLY CONTAINED,
HANDLED, AND DISPOSED OF OFF-SITE IN ACCORDANCE WITH AN APPROVED DISPOSAL PLAN AND
ALL APPLICABLE REGULATIONS. ABRASIVE MATERIALS SHALL NOT BE REUSED AND SHALL NOT BE
PLACED ON THE GROUND OR ANY INTERMEDIATE SURFACE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COORDINATION, SAMPLING, TESTING, TRANSPORTATION, AND DISPOSAL
COSTS ASSOCIATED WITH SPENT ABRASIVE BLAST MEDIA AND REMOVED COATING MATERIALS,
INCLUDING ANY HAZARDOUS WASTE HANDLING REQUIREMENTS, AS DETERMINED BY FEDERAL AND
STATE LAWS AND BY THE DISTRICT.
5.PRIOR TO SURFACE PREPARATION AND RECOATING, PROTECT IN PLACE ALL TANK EQUIPMENT AND
APPURTENANCES NOT DESIGNATED TO RECEIVE COATING AND NOT DESIGNATED FOR DEMOLITION
AND/OR ABANDONMENT, INCLUDING (BUT NOT LIMITED TO) TANK MIXER, FLOATS/LEVEL CONTROLS,
INSTRUMENTATION, SENSORS, WIRING/CONDUIT, AND ANTENNAS. PREVENT ABRASIVE/MEDIA
INTRUSION AND COATING OVERSPRAY. REPLACE OR REPAIR ANY ITEMS DAMAGED BY CONTRACTOR
OPERATIONS AT NO COST TO THE DISTRICT.
6.CUTTING OF TEMPORARY SHELL OPENINGS (“DOOR SHEETS”) IN THE TANK SHELL FOR
CONSTRUCTION ACCESS IS NOT REQUIRED AND SHALL BE PERMITTED ONLY FOR CONTRACTOR
CONVENIENCE AND MEANS AND METHODS. ANY PROPOSED SHELL CUTTING SHALL REQUIRE PRIOR
WRITTEN APPROVAL BY THE DISTRICT ENGINEER AND SUBMITTAL OF ENGINEER-STAMPED DETAILS
AND CALCULATIONS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAINTAINING TANK
STRUCTURAL INTEGRITY AND WATERTIGHTNESS. ALL SHELL OPENINGS SHALL BE FULLY RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN ORIGINAL, INCLUDING STEEL THICKNESS, WELD
QUALITY, SURFACE PREPARATION, AND COATING SYSTEM. ALL COSTS AND RISKS ASSOCIATED WITH
SHELL CUTTING AND RESTORATION SHALL BE BORNE BY THE CONTRACTOR.
1
D-1
2
D-1
3
D-1
4
D-1
5
D-1
6
D-1
7
D-1
8
D-1
9
D-1
10
D-1
11
D-1
12
D-1
C-1
3
PLAN
1" = 20'
TANK NO. 2
TANK NO. 1
STATELINE TANKS
PAVED ACCESS ROAD
(MAINTAIN ACCESS)
DIRT ROAD
(E) BLDG.
SOUTH TAHOE PUBLIC UTILITY DISTRICT
1275 MEADOW CREST DRIVE
SOUTH LAKE TAHOE, CALIFORNIA 96150
PHONE (530) 544-6474 FAX (530) 541-4319
WWW.STPUD.US
OF SHEETS
PROJECT CODE
REVISIONDATEBY APPROVED DATE SCALE DATE
DESIGNED BY DRAWN BY
AS-BUILT DRAWN BY AS-BUILT DATE
122026 STATELINE TANKS
RECOATING PROJECT
SLTNK1/SLTNK2
FEBRUARY 2026
TJ/BG TJ
(E) 31" MANWAY
(E) 31" MANWAY(E) 36" HATCH
(E)INT LADDER
(E) RAILING
(E) CONCRETE
SPLASH BLOCK
(E) EXT LADDER
(E) 16" OVERFLOW
(E) 18" VENT
(E) 24" VENT
STAGING AREA
(E) BASIN
NOT APPROVED
STAGING AREA
(CTC PROPERTY)
(E) FH
(E) BOLLARDS
(E) CONCRETE
SPLASH BLOCK
(E) 16" OVERFLOW
(E) EXT LADDER
(E) 36" HATCH
(E)INT LADDER
(E) RAILING
(E) VENT PIPE
KEY NOTES
STAGING ONLY PERMITTED WITHIN DESIGNATED AREA. MAINTAIN ACCESS TO
ALL DOORS, MANHOLES, AND VALVES.
90 FT DIAMETER TANK, 30 FT HEIGHT, 1.25 MG GALLONS
DEMOLISH AND REPLACE (E) LADDER FALL PROTECTION SYSTEM W/ NEW 3M
DBI-SALA LAD-SAF CABLE VERTICAL SAFETY SYSTEM (BY 3M), OR APPROVED
EQUAL. PROTECT (E) COMMUNICATIONS CABLES IN PLACE.
PERFORM FULL RECOAT OF THE TANK INTERIOR AND EXTERIOR.
FULL EXTERIOR CONTAINMENT TENT PER SPECIFICATIONS REQUIRED.
NOTES
1.CONTRACTOR WILL MINIMIZE GROUND AND VEGETATION DISTURBANCE
AS MUCH AS POSSIBLE. ANY AREAS OF DISTURBANCE WILL BE WOOD
CHIPPED AND/OR REVEGETATED WITH APPROVED SEED PER THE
SPECIFICATIONS.
2.CONTRACTOR REQUIRED TO FOLLOW CONFINED SPACE ENTRY
PROTOCOL ACCORDING TO OSHA 29 CFR, PART 1910.146.
3.CONTRACTOR REQUIRED TO FOLLOW FALL PROTECTION PROTOCOL PER
OSHA 1910.28
4.PROTECT (E) ANTENNAS, CONDUITS, LIGHTS, AND APPURTENANCES
MOUNTED TO TANKS IN PLACE. NO COATING (INCLUDING OVERSPRAY) ON
LIGHTS NOR ANTENNAS.
5.CLEAR AND GRUB AROUND TANKS AS NEEDED FOR EQUIPMENT ACCESS.
PERFORM SITE RESTORATION AND REVEGETATION PER PLANS AND
SPECIFICATIONS.
6.INSTALL EROSION CONTROL DEVICES (BMPs) PER SPECIFICATIONS AND
TRPA BMP HANDBOOK REQUIREMENTS.
7.PROVIDE TEMPORARY, WATERTIGHT PLUGS OR CAPS IN ALL INLET,
OUTLET, OVERFLOW, AND DRAIN PIPING DURING CONSTRUCTION TO
PREVENT ENTRY OF DEBRIS, DUST, ABRASIVE MEDIA, AND COATING
MATERIAL. MAINTAIN PLUGS IN PLACE UNTIL FINAL CLEANING AND
ACCEPTANCE.
STEEP
SURFACE
STEEP
SURFACE
STEEP
SURFACE
STEEP
SURFACE
(E) 24" MANWAY
(E) 24" MANWAY
(E) VENT PIPE
120 FT DIAMETER TANK, 30 FT HEIGHT, 2.25 MG GALLONS
22.5'
45
'
9°
15°
6°
10°
W12x19
(TYP.)
W24x103
(TYP.)
W36x160
(TYP.)
W14x22
(TYP.)
# 1
# 60
# 1
# 36
# 1
# 40
# 1
# 24
TANK #1 RAFTER DETAIL
SCALE: NTS
TANK #2 RAFTER DETAIL
SCALE: NTS
30'
APN 029-260-27
(STPUD)
APN 029-260-29
(STPUD)
APN 029-260-25
(CALIFORNIA TAHOE CONSERVANCY)
PROPERTY LINE (TYP.)
STRUCTURALLY MODIFY LADDER TO MATCH TANK #2 EXT LADDER. EXTEND
LADDER TO WITHIN 12" OF GROUND. MATCH EXISTING RUNG SPACING. MATCH
EXISTING MATERIALS. MODIFY LADDER SECURITY GATE TO WORK WITH NEW
LADDER LENGTH AND SAFETY CLIMB. CONTRACTOR TO PROVIDE SHOP
DRAWINGS FOR LADDER AND LADDER SECURITY GATE MODIFICATIONS FOR
APPROVAL BY DISTRICT ENGINEER, PRIOR TO COMMENCING WORK. SEE
IMAGES 3/D1 AND 7/D1 AND SHEET D2 FOR EXISTING LADDER
CONFIGURATIONS.
(E) ELECTRICAL
(E) ELECTRICAL
1 inch = ft.
GRAPHIC SCALE
20
N
DEMO EXISTING CATHODIC PROTECTION SYSTEM. REMOVE AND DISPOSE OF
ALL WIRES, ANODES, CATHODES, AND APPURTENANCES. SEAL WELD
CONDUIT PENETRATIONS WITH 4-INCH CIRCULAR STEEL PLATE OVER THE
INSIDE AND OUTSIDE OF THE TANK SHELL PRIOR TO COATING. REMOVE AND
DISPOSE OF RECTIFIER AND WIRING BACK TO BREAKER PANEL.
(E) 14" INLET/OUTLET PIPE
REMOVE EXISTING COATING AND PREPARE AND RECOAT INTERIOR OF PIPING
FOR A DISTANCE OF TWO (2) TO THREE (3) PIPE DIAMETERS, MEASURED FROM
THE TOP OF PIPE.
(E) 14" INLET/
OUTLET PIPE
APN 029-260-25
(CALIFORNIA TAHOE CONSERVANCY)
STAGING AREA
PERFORM SITE
GRADING
REMOVE AND DISPOSE OF ALL LOOSE, UNSTABLE, OR SLUFFED SOIL AND
DEBRIS WITHIN FIVE (5) FEET OF THE TANK SHELL. THIS INCLUDES ANY
MATERIAL THAT SLOUGHS, RAVELS, OR FALLS FROM THE ADJACENT HILLSIDE
DURING CONSTRUCTION OPERATIONS. REVEGETATE DISTURBED SOILS PER
BMP GENERAL NOTES AND SPECIFICATIONS.
DEMOLISH AND REPLACE (E) LADDER FALL PROTECTION SYSTEM W/ NEW
STAINLESS STEEL 3M DBI-SALA FIXED LADDER SRL ANCHOR (BY 3M), OR
APPROVED EQUAL. PROVIDE 3M DBI-SALA SMART LOCK SELF-RETRACTING
LIFELINE, OR APPROVED EQUAL.
D-1
4
SITE PHOTOS
NONE FEBRUARY 2026 SOUTH TAHOE PUBLIC UTILITY DISTRICT
1275 MEADOW CREST DRIVE
SOUTH LAKE TAHOE, CALIFORNIA 96150
PHONE (530) 544-6474 FAX (530) 541-4319
WWW.STPUD.US
OF SHEETS
PROJECT CODE
REVISIONDATEBY APPROVED DATE SCALE DATE
DESIGNED BY DRAWN BY
AS-BUILT DRAWN BY AS-BUILT DATE
122026 STATELINE TANKS
RECOATING PROJECT
SLTNK1/SLTNK2
FEBRUARY 2026
TJ/BG TJ
SITE PHOTO
DRIVEWAY ENTRANCE
SITE PHOTO
DRIVEWAY ENTRANCE
SITE PHOTO
TANK #1 (FRONT) & OVERFLOW BASIN
SITE PHOTO
TANK #1 (FRONT) & OVERFLOW BASIN
SITE PHOTO
TANK #1 (BACKSIDE)
SITE PHOTO
TANK #1 (BACKSIDE)
SITE PHOTO
CONTROL BUILDING & TANK #2 (FRONT)
SITE PHOTO
TANK #2 (FRONT) & STAGING AREA
SITE PHOTO
TANK #2 (BACKSIDE)
SITE PHOTO
TANK #2 (BACKSIDE)
SITE PHOTO
TANK #1 (FRONT)
SITE PHOTO
TANK #2 (FRONT)
TANK #1 (1.25 MG)
TANK #1 (1.25 MG)TANK #2 (2.25 MG)
OVERFLOW BASIN
OVERFLOW PIPE
DIRT ROAD
(STAGING AREA)
REMOVE LOOSE SOILS
WITHIN 5FT OF TANK SHELL REMOVE LOOSE SOILS
WITHIN 5FT OF TANK SHELL
TANK #2 (2.25 MG)
STAGING AREA
CONTROL BUILDING
(KEEP DOORWAY CLEAR)
MATCH TANK #1 EXT LADDER
TO LOOK LIKE THIS ONE
MODIFY THIS
LADDER TO MATCH
TANK #2 EXT
LADDER
OVERFLOW BASIN
OVERFLOW PIPE
OVERFLOW PIPE
MANWAY
GUARDRAIL
GUARDRAIL
TANK #2 (2.25 MG)
TANK #1 (1.25 MG)
MODIFY (E) LADDER TO
MATCH TANK #2 EXT LADDER
MANWAY
FIRE HYDRANT
MANWAY
STAGING AREA
D-2
5
EXTERIOR LADDER PHOTOS
NONE FEBRUARY 2026 SOUTH TAHOE PUBLIC UTILITY DISTRICT
1275 MEADOW CREST DRIVE
SOUTH LAKE TAHOE, CALIFORNIA 96150
PHONE (530) 544-6474 FAX (530) 541-4319
WWW.STPUD.US
OF SHEETS
PROJECT CODE
REVISIONDATEBY APPROVED DATE SCALE DATE
DESIGNED BY DRAWN BY
AS-BUILT DRAWN BY AS-BUILT DATE
122026 STATELINE TANKS
RECOATING PROJECT
SLTNK1/SLTNK2
FEBRUARY 2026
TJ/BG TJ
SITE PHOTO
TANK #1 LADDER
SITE PHOTO
TANK #1 LADDER
SITE PHOTO
TANK #1 LADDER
SITE PHOTO
TANK #1 LADDER
SITE PHOTO
TANK #1 LADDER
SITE PHOTO
TANK #2 LADDER
SITE PHOTO
TANK #2 LADDER
SITE PHOTO
TANK #2 LADDER
SITE PHOTO
TANK #2 LADDER
SITE PHOTO
TANK #2 LADDER
SITE PHOTO
TANK #1 LADDER
SITE PHOTO
TANK #2 LADDER
SITE PHOTO
TANK #2 LADDER
SITE PHOTO
TANK #2 LADDER
SITE PHOTO
TANK #2 LADDER
SITE PHOTO
TANK #2 LADDER
SD-1
6
STANDARD DETAILS
NONE
VEGETATION PROTECTION FENCING1
SD-1 NO SCALE
INCORRECT
48" TALL METAL FENCE
POSTS (TYP)
DR
I
P
L
I
N
E
CORRECT
SECTION1
-
WOOD 2x. MAINTAIN 3"
SPACING MIN.
WOOD 2x 12' MINIMUM
TALL
NOTE:
1)PLACE FENCING SUCH THAT STORM RUNOFF CANNOT PASS UNDER OR AROUND.
BURY TOE OF FILTER FABRIC IN 6"x6"
TRENCH ON UPHILL SIDE
STAKES @ 6' OC W/WELDED WIRE FABRIC. DRAPE
FILTER FABRIC OVER FENCE AND TIE WITH TIE
WIRES.
FENCE IN NATIVE SOIL
KEY IN TOE OF FABRIC
STAKE STAKE
FILTER FABRIC FILTER FABRIC
WRAP FABRIC UNDER 1"X LUMBER
AND RAMSET TO AC
FENCE IN PAVEMENT SECTION
6"
6"
FILTER FABRIC FENCE2
SD-1 NO SCALE
SOUTH TAHOE PUBLIC UTILITY DISTRICT
1275 MEADOW CREST DRIVE
SOUTH LAKE TAHOE, CALIFORNIA 96150
PHONE (530) 544-6474 FAX (530) 541-4319
WWW.STPUD.US
OF SHEETS
PROJECT CODE
REVISIONDATEBY APPROVED DATE SCALE DATE
DESIGNED BY DRAWN BY
AS-BUILT DRAWN BY AS-BUILT DATE
122026 STATELINE TANKS
RECOATING PROJECT
SLTNK1/SLTNK2
FEBRUARY 2026
TJ/BG TJ
NOTE:
1)SEDIMENT CONTROL BARRIERS USED ON SLOPES, AS CHECK DAMS OR AS SEDIMENT TRAPS SHALL BE
BIO-WATTLES AS DISTRIBUTED BY BON-TERRA AMERICA INC. OR APPROVED EQUAL AND INSTALLED AS
RECOMMENDED BY THE MANUFACTURE.
1"X1"X24" OR 1"X1"X36"
WOODEN STAKES PLACED AT 2' TO 4' ON CENTER
DEPENDING ON SLOPE AND SOIL CONDITIONS
ANCHOR TRENCH 4" DEEP
12" BIO-WATTLE
COIR LOG PLACEMENT3
SD-1
ANCHORING DETAIL
SOUTH TAHOE PUBLIC UTILITY DISTRICT
1275 MEADOW CREST DRIVE
SOUTH LAKE TAHOE, CALIFORNIA 96150
PHONE (530) 544-6474 FAX (530) 541-4319
WWW.STPUD.US
OF SHEETS
PROJECT CODE
REVISIONDATEBY APPROVED DATE SCALE DATE
DESIGNED BY DRAWN BY
AS-BUILT DRAWN BY AS-BUILT DATE
AS SHOWN 1/30/2026
TDH RJA
CP-1
7
SLTNK1/SLTNK2
2026 STATELINE TANKS
RECOATING PROJECT
STATELINE TANK #1 CATHODIC PROTECTION (PLAN & SECTIONS)
12
” ” ”
SOUTH TAHOE PUBLIC UTILITY DISTRICT
1275 MEADOW CREST DRIVE
SOUTH LAKE TAHOE, CALIFORNIA 96150
PHONE (530) 544-6474 FAX (530) 541-4319
WWW.STPUD.US
OF SHEETS
PROJECT CODE
REVISIONDATEBY APPROVED DATE SCALE DATE
DESIGNED BY DRAWN BY
AS-BUILT DRAWN BY AS-BUILT DATE
AS SHOWN 1/30/2026
TDH RJA
CP-2
82026 STATELINE TANKS
RECOATING PROJECT
STATELINE TANK #1 CATHODIC PROTECTION (DETAILS 1)SLTNK1/SLTNK2
12
” ” ”
SOUTH TAHOE PUBLIC UTILITY DISTRICT
1275 MEADOW CREST DRIVE
SOUTH LAKE TAHOE, CALIFORNIA 96150
PHONE (530) 544-6474 FAX (530) 541-4319
WWW.STPUD.US
OF SHEETS
PROJECT CODE
REVISIONDATEBY APPROVED DATE SCALE DATE
DESIGNED BY DRAWN BY
AS-BUILT DRAWN BY AS-BUILT DATE
AS SHOWN 1/30/2026
TDH RJA
CP-3
9
SLTNK1/SLTNK2STATELINE TANK #1 CATHODIC PROTECTION (DETAILS 2)
2026 STATELINE TANKS
RECOATING PROJECT
12
SOUTH TAHOE PUBLIC UTILITY DISTRICT
1275 MEADOW CREST DRIVE
SOUTH LAKE TAHOE, CALIFORNIA 96150
PHONE (530) 544-6474 FAX (530) 541-4319
WWW.STPUD.US
OF SHEETS
PROJECT CODE
REVISIONDATEBY APPROVED DATE SCALE DATE
DESIGNED BY DRAWN BY
AS-BUILT DRAWN BY AS-BUILT DATE
AS SHOWN 2/2/2026
TDH WH
CP-4
12
SLTNK1/SLTNK2STATELINE TANK #2 CATHODIC PROTECTION (PLAN & PROFILE)
2026 STATELINE TANKS
RECOATING PROJECT
10
SOUTH TAHOE PUBLIC UTILITY DISTRICT
1275 MEADOW CREST DRIVE
SOUTH LAKE TAHOE, CALIFORNIA 96150
PHONE (530) 544-6474 FAX (530) 541-4319
WWW.STPUD.US
OF SHEETS
PROJECT CODE
REVISIONDATEBY APPROVED DATE SCALE DATE
DESIGNED BY DRAWN BY
AS-BUILT DRAWN BY AS-BUILT DATE
AS SHOWN 2/2/2026
TDH WH
CP-5
11 12
STATELINE TANK #2 CATHODIC PROTECTION (DETAILS 1)
2026 STATELINE TANKS
RECOATING PROJECT
SLTNK1/SLTNK2
SOUTH TAHOE PUBLIC UTILITY DISTRICT
1275 MEADOW CREST DRIVE
SOUTH LAKE TAHOE, CALIFORNIA 96150
PHONE (530) 544-6474 FAX (530) 541-4319
WWW.STPUD.US
OF SHEETS
PROJECT CODE
REVISIONDATEBY APPROVED DATE SCALE DATE
DESIGNED BY DRAWN BY
AS-BUILT DRAWN BY AS-BUILT DATE
AS SHOWN 2/2/2026
TDH WH
CP-6
12 12
SLTNK1/SLTNK2STATELINE TANK #2 CATHODIC PROTECTION (DETAILS 2)
2026 STATELINE TANKS
RECOATING PROJECT