HomeMy WebLinkAboutDWG 510-7; 5036; MAERKLE RESERVOIR FLOATING COVER REPLACEMENT PROJECT; 01-48DECLARATION OF ENGINEER OF WORK
I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH
PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF
THE DESIGN OF THESE IMPROVEMENTS, I ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN. I
UNDERSTAND AND ACKNOWLEDGE THAT THE PLAN CHECK OF THESE PLANS BY THE CITY OF CARLSBAD IS A
REVIEW FOR THE LIMITED PURPOSE OF ENSURING THE PLANS COMPLY WITH CITY PROCEDURES AND OTHER
APPLICABLE POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL
ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT, THEREFORE, RELIEVE ME
OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS.
AS ENGINEER OF WORK, I AGREE TO INDEMNIFY AND SAVE THE CITY OF CARLSBAD, ITS OFFICERS, AGENTS,
AND EMPLOYEES HARMLESS FROM ANY AND ALL LIABILITY, CLAIMS, DAMAGES, OR INJURIES TO ANY PERSON
OR PROPERTY WHICH MIGHT ARISE FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER
OF WORK, MY EMPLOYEES, AGENTS, OR CONSULTANTS.
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
TITLE SHEET
SITE
SITE
G-1
SITE ACCESS:CMWD RESERVOIR ENTRANCE GATEAT END OF APPLEWOOD LANEVISTA, CA 92081
S
G
E
//////////
120
T
W
D
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
LEGEND, ABBREVIATIONS, AND NOTES
G-2
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
GENERAL NOTES
G-3
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY CIVIL
GENERAL NOTES & LEGEND
C-1
SITE TOPOGRAPHY, EXISTING CONDITIONS AND
CONTRACTOR STORAGE, LAYDOWN, OFFICE AREAS
C-2
SCALE:
EXIST. SITE CONDITIONS & TOPOGRPAHY
1"=80'
1
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
RESERVOIR GEOMETRY
C-3
SCALE:
RESERVOIR GEOMETRY PLAN
1"=60'
1
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
SCALE:
EXIST. PERIMETER CONC. RINGWALL
3/4"=1'-0"
2
-
SCALE:
EXIST. DISCHARGE PIPE PHOTO
NONE
3
-
SCALE:
EXIST. DISCHARGE PIPE PHOTO
NONE
4
-
CIVIL DEMOLITION PLAN
C-4
SCALE:
CIVIL DEMOLITION PLAN
1"=60'
1
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
EXISTING FLOATING COVER
3'-6"4'-6"
3'-6"
3'-6"
4'
1'-10"
2'
C-5
OUTLET VALVE AND HPU DEMOLITION
8
2
6
1
3
9
1
DEMOLITION WORK ITEM NOTES:
REMOVE AND DISPOSE OF EXISTING HYDRAULIC ACTUATOR CONTROL PANEL, INCLUDING ALL
INTERNAL PIPING, VALVES, APPURTENANCES, ELECTRIC WIRING AND DEVICES. SEE DETAIL 4/E-7 FOR
COMPONENTS TO BE SALVAGED.
2 REMOVE AND DISPOSE OF ALL EXISTING COPPER PIPING ASSOCIATED WITH THE HYDRAULIC
ACTUATOR SYSTEM, INCLUDING PIPING INSIDE OF EXISTING SUMP.
3 REMOVE AND DISPOSE OF EXISTING RESERVOIR LEVEL INDICATOR PANEL.
7
4 REMOVE AND DISPOSE OF EXISTING STEEL HYDRO-PNEUMATIC TANK.
5 EXISTING LIGHT STANDARD PROTECT IN-PLACE.
6 REMOVE AND DISPOSE OF EXISTING COPPER PIPING, VALVES, FITTINGS, GAUGES, HAND PUMP AND
APPURTENANCES ASSOCIATED WITH HYDRO-PNEUMATIC TANK.
7 EXISTING ANTENNA. PROTECT IN-PLACE.
8 EXISTING SUMP. PROTECT IN-PLACE. (2 PLACES)
9 EXISTING STORAGE BOX. PROTECT IN-PLACE.
10 REMOVE AND DISPOSE OF EXISTING 30" BUTTERFLY VALVE. (3 PLACES)
11 REMOVE AND DISPOSE OF EXISTING WATER HYDRAULIC ACTUATOR. (3 PLACES)
12 REMOVE AND DISPOSE OF EXISTING 12" COPPER PIPING, FITTINGS AND PIPE SUPPORTS. CUT EXISTING
PIPE SUPPORT ANCHORS FLUSH WITH TRENCH FLOOR.
13 CUT PIPING ENCASED IN CONCRETE FLUSH WITH OUTSIDE SURFACE AND ABANDON ENCASED PIPE
IN-PLACE. (6 PLACES. 2 PER VALVE)
14 REMOVE AND STORE EXISTING 2"Ø SST PIPE CAGE ASSEMBLY, 38" SST NUTS AND SST WASHERS FOR
RE-INSTALLATION. PROTECT IN-PLACE AND RE-USE EXISTING 3 8"Ø SST ANCHORS.
15 REMOVE AND STORE EXISTING 2" MOLDED FRP GRATING AND SST HOLD DOWN CLIPS FOR
RE-INSTALLATION.
NOTES:
1. ALL ANCHOR BOLTS EMBEDDED IN CONCRETE REMAINING FROM REMOVED EQUIPMENT AND
SUPPORTS SHALL BE CUT TO MATCH EXISTING GRADE.
DEMO PHOTO 1
DEMO PHOTO 2
OUTLET VALVE VAULT SECTION
4
4
6
7
12
14
15
10
11
12
12
OUTLET VALVE VAULT PLAN
2
C-5
2
-
1
-
10
11
13
13
12
121415
13
13
16
16 EXISTING CONCRETE VALVE VAULT. PROTECT IN-PLACE.
16
17
17 EXISTING 30" FLANGED RESERVOIR OUTLET PIPE. PROTECT IN-PLACE.
OUTLET CONTROL PAD PLAN
SCALE 1" = 30'
21'-4"
8" CMU 8" CMU
4'-8" STAIRS
8" CMU
2'
-
8
"
ST
A
I
R
S
EXIST. CHAIN
LINK FENCEEXIST. CHAIN
LINK GATE
EXIST. SUMP W/ FRP GRATING
EXIST. SUMP W/
FRP GRATING
8'
-
1
0
"
8"
C
M
U
TOP OF EXIST. RINGWALL
TOP OF EXIST. RINGWALL
EDGE OF EXIST. RINGWALL
EXIST. RINGWALL
64
7
18
31
9
18
3
-MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
48
SCALE 12 " = 1'-0"
SCALE 12 " = 1'-0"
18 EXISTING AIR VAC VALVES. PROTECT IN-PLACE.
5
8
15
15
5
8
8
19 REMOVE EXISTING TRENCH GRATING AND SET ASIDE FOR RE-INSTALLATION.
19
19
5/2020 AN RECORD DRAWINGS
EXISTING CATCH BASIN
PER CMWD DWG. 90-109.
INLET PROTECTION PER
DETAIL 7 ON C-104.
EXISTING CATCH BASIN
PER CMWD DWG. 90-109.
INLET PROTECTION PER
DETAIL 7 ON C-104.
EXISTING CATCH BASIN
PER CMWD DWG. 90-109,
INLET PROTECTION PER
DETAIL 7 ON C-104.
EXISTING CATCH BASIN
PER CMWD DWG. 90-109.
INLET PROTECTION PER
DETAIL 7 ON C-104.
EXISTING HEADWALL
PER CMWD DWG. 90-109
CONTINUES TO EXISTING OUTLET
PER CMWD DWG. 90-109
EXISTING CATCH BASIN
PER CMWD DWG. 90-109.
INLET PROTECTION PER
DETAIL 7 ON C-104.
EXISTING CLEANOUT
PER CMWD DWG. 90-109
EXISTING CATCH BASIN
PER CMWD DWG. 90-109.
INLET PROTECTION PER
DETAIL 7 ON C-104.
EXISTING CATCH BASIN
PER CMWD DWG. 90-109.
INLET PROTECTION PER
DETAIL 7 ON C-104.
EXISTING CATCH BASIN
PER CMWD DWG. 90-109.
INLET PROTECTION PER
DETAIL 7 ON C-104.
EXISTING 30" RCP STORM DRAIN
PER CMWD DWG. 90-109
EXISTING 30" RCP STORM DRAIN
PER CMWD DWG. 90-109
EXISTING 30" RCP STORM DRAIN
PER CMWD DWG. 90-109
EXISTING 30" RCP STORM DRAIN
PER CMWD DWG. 90-109
EXISTING 30" RCP STORM DRAIN
PER CMWD DWG. 90-109
EXISTING 30" RCP STORM DRAIN
PER CMWD DWG. 90-109
EXISTING 30" RCP STORM DRAIN
PER CMWD DWG. 90-109
EXISTING 30" RCP STORM DRAIN
PER CMWD DWG. 90-109
EXISTING 30" RCP STORM DRAIN
PER CMWD DWG. 90-109
EXISTING 30" RCP STORM DRAIN
PER CMWD DWG. 90-109
EXISTING OUTLET STRUCTURE
PER CMWD DWG. 90-109 (TYP.)
PROPOSED RAINWATER REMOVAL
PUMP DISCHARGE HOSE PER C-302
PROPOSED RAINWATER REMOVAL
PUMP DISCHARGE HOSE PER C-302
PROPOSED RAINWATER REMOVAL
PUMP DISCHARGE HOSE PER C-302
PROPOSED RAINWATER REMOVAL
PUMP DISCHARGE HOSE PER C-302
PROPOSED 8" PVC
STORM DRAIN @ 2%,
SEE NOTES 1 AND 2 BELOW
PROPOSED 8" PVC
STORM DRAIN @ 5%,
SEE NOTES 1 AND 2 BELOW
PROPOSED 8" PVC
STORM DRAIN @ 5%,
SEE NOTES 1 AND 2 BELOW
PROPOSED CONNECTION TO
EXISTING STORM DRAIN PER
DETAIL 2 ON C-104.
(IE 30" RCP ~ 498.51)
IE 8" PVC ~ 499.43
PROPOSED CONNECTION
TO EXISTING STORM DRAIN
PER DETAIL 2 ON C-104.
PROPOSED CONNECTION
TO EXISTING STORM DRAIN
PER DETAIL 2 ON C-104.
(IE 30" RCP ~ 492.52)
IE 8" PVC ~ 493.44
PROPOSED CONNECTION
TO EXISTING STORM DRAIN
PER DETAIL 2 ON C-104.
(IE 30" RCP ~ 495.70)
IE 8" PVC ~ 496.62
PROPOSED RISER PER
DETAIL 1 ON C-104
IE 8" PVC ~ 496.17
PROPOSED RISER PER
DETAIL 1 ON C-104
IE 8" PVC ~ 499.73
PROPOSED RISER PER
DETAIL 1 ON C-104
IE 8" PVC ~ 498.05
PROPOSED RISER PER
DETAIL 1 ON C-104
IE 8" PVC ~ 493.89
FOR PROPOSED RESERVOIR
FLOATING COVER PLAN,
SEE C302
IE 8" PVC ~ 499.67
45° BEND
IE 8" PVC ~ 499.53
45° BEND
SCALE IN FEET
0 60 120 180
SCALE: 1" = 60'
C-100
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
48
DRAINAGE PLAN
NOTES:
1. STORM DRAIN PIPE TO BE CONCRETE ENCASED
THROUGH ACCESS ROAD. SEE DETAIL 3 ON
SHEET C-104.
2. STORM DRAIN TRENCH RESURACING PER SDRSD
G-24A, TYPE B, AND G-24B.
3. EXISTING AC LINING REPAIRS TO BE DETERMINED
IN FIELD AND REPAIRED PER DETAIL 5/C-104 OR
DETAIL 6/C-104.
4. EXISTING AC LINING REPAIRS TO BE DETERMINED
IN FIELD AN REPAIRED PER DETAILS 5 AND 6 ON
SHEET C-104.
9
1. STORM DRAIN PIPE TO BE INSTALLED ABOVE
EXISTING WATERLINE.
2. STORM DRAIN PIPE TO BE INSTALLED
BELOW/UNDER ELEC. DUCT BANK.
3. FLOWLINE OF EXISTING CATCH BASIN IS +/- 7'
BELOW TOP OF GRATE.
STORM DRAIN DETAIL "A"1-SCALE: NTS
1.5'
1'
44'
4'
2'
1'4' +/-
5' +/-
45°
45°
45°
45°
45 DEGREE
ANGLE DOWNExisting Curb
EXISTING
WATERLINE
PROPOSED NEW DISCHARGE PIPING
PULL BOX #3
EXISTING CATCH BASIN
EXISTING
30" RCP
EXISTING
ELEC
DUCT
BANK
EXISTING
V-DITCH EDGE OF
ROAD
3
2
1
5/2020 AN RECORD DRAWINGS
1
C-10
2
SCALE IN FEET
0 60 120 180
SCALE: 1" = 60'
C-101
OUTLET VALVE REPLACEMENT PLAN
REPLACE HYDRAULIC CONTROL EQUIPMENT PER1
EXISTING HYDRAULIC CONTROL PAD2
WORK ITEM NOTES:
EXISTING 30" OUTLET PIPE AND EXISTING 27" OUTLET PIPE BENEATH.3
INSTALL BUTTERFLY VALVE, ACTUATOR AND HYDRAULIC CONTROL LINES. SEE4
EXISTING CONCRETE TRENCH FOR HYDRAULIC
CONTROL LINES
5
1
2
3
4
5
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
48
2
C-102
3
C-102
10
6
ACTUATOR ON LOWER VALVE SHALL INCLUDE SOLENOID CONTROLLED ACCUMULATOR
TO ACTUATE THE VALVE IN THE EVENT OF A BREAK IN THE HYDRAULIC LINES.
6
.
SEE FOR DEMOLITION OF EXISTING VALVES.1
C-5
5/2020 AN RECORD DRAWINGS
3'-6"4'-6"
3'-6"
3'-6"
4'
1'-10"
2'
C-102
OUTLET VALVE REPLACEMENT DETAILS
OUTLET CONTROL PAD PLAN
SCALE 1" = 30'
27" / 30" OUTLET PIPE PROFILE
SCALE HORZ. 1" = 40'
VERT. 1" = 8'
OUTLET VALVE VAULT SECTION
SCALE 12 " = 1'-0"
4
-
4
-
1
2
3
4
OUTLET VALVE VAULT PLAN 3
-
EXIST. AIR
VAC VALVE
21'-4"
8" CMU 8" CMU
4'-8" STAIRS
EXIST.
ANTENNA
8" CMU
2'
-
8
"
ST
A
I
R
S
EXIST. CHAIN
LINK FENCE
EXIST.
EQUIPMENT
CABINET
EXIST.
STORAGE BOX
EXIST. SUMP W/ FRP GRATING
EXIST. LIGHT STANDARD
EXIST. SUMP W/
FRP GRATING
8'
-
1
0
"
8"
C
M
U
TOP OF EXIST. RINGWALL
TOP OF EXIST. RINGWALL
EDGE OF EXIST. RINGWALL
EXIST. RINGWALL
FIX/REPAIR, CLEAN UP AND
RE-INSTALL CAGE ASSEMBLY.
1
INSTALL 30" FLANGED, AWWA C504
BUTTERFLY VALVE.
2
WORK ITEM NOTES:
INSTALL SUBSEA HYDRAULIC ACTUATOR.3
INSTALL 12" TYPE 316 STAINLESS STEEL
HYDRAULIC CONTROL LINES. PROVIDE
DIELECTRIC UNION ON CONNECTION TO
ACTUATOR.
4
4
4
1
2
3
INSTALL HPU ON CONTROL PAD PER 2
-
MAX
WSE EL = ±500
EXISTING DAM
INSTALL NEW OUTLET
VALVE AND ACTUATOR PER 3
-
EXISTING RESERVOIR SIDE SLOPE
INSTALL NEW
OUTLET VALVE
AND ACTUATOR
PER 3
-
INSTALL NEW OUTLET
VALVE AND ACTUATOR PER 3
-
EXISTING
RESERVOIR FLOOR
EL ±440
EXISTING 30" OUTLET PIPE
1
-
2
-
6
6"
5
5
5
INSTALL HYDRAULIC PIPING THROUGH
VALVE VAULT CONCRETE WALL PER
DETAIL 3, C-103.
5
RE-INSTALL FRP GRATING.6
HPU PER 1
C-103
ROUTE HYDRAULIC CONTROL LINES
AND ELECTRICAL CABLES
THROUGH FLOATING COVER
BATTEN BAR PER DETAIL
SCALE 12 " = 1'-0"
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
4811
6
6
6
4
WQ SAMPLING
PER
1
C-329
EXIST. AIR RELEASE PIPING
THE UPPER OUTLET VALVE WILL BE
ACCESSIBLE WHILE THE RESERVOIR IS
OPERATIONAL. THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONS PRIOR TO ORDERING
THE VALVE AND ACTUATOR ASSEMBLY.
THE LOWER OUTLET VALVE SHALL BE
PROVIDED THE FUNCTIONALITY TO
FAIL IN THE OPEN POSITION IN THE
EVENT OF LOSS OF POWER OR
DISCONNECTION OF HYDRAULIC
CONTROL LINES AS DESCRIBED IN
SPEC SECTION 15110.
65" (MAX.)12"
20
"
PLC PANEL PROVIDED
BY THE AGENCY. TO
BE INSTALLED BY THE
CONTRACTOR.
NOTE:
ALL COMPONENTS OF THE VALVE AND ACTUATOR SHALL FIT WITHIN THE
LIMITS OF THE EXISTING OUTLET VALVE STRUCTURE AND FRP GRATING.
2
C-312
EXISTING CONCRETE
OUTLET VALVE STRUCTURE
EXISTING CONCRETE
OUTLET VALVE STRUCTURE
875
INSTALL 1/2" TYPE 316 STAINLESS STEEL
VENT LINE FROM ACTUATOR ASSEMBLY TO
COMMON VENT LINE. PROVIDE DIELECTRIC
UNION ON CONNECTION TO ACTUATOR.
7
INSTALL 1/2" TYPE 316 STAINLESS STEEL
COMMON VENT LINE.
8
TYPICAL HIGH WATER EL = 477
TYPICAL LOW
WATER EL = 464
EXISTING 30"
OUTLET PIPE
EXISTING ASME/ANSI B16.1
CLASS 125 FLANGE
(CONTRACTOR TO
FIELD VERIFY)
EXISTING
HYDRAULIC
CONTROL
LINE TRENCH
SEE 4
C-103
NOTE:
INCLUDE SOLENOID PROVISIONS AND
ANY ADDITIONAL CORDS BACK TO HPU.
EL 462
EL 482
5/2020 AN RECORD DRAWINGS
HPU AIR CONDITIONER
C-103
OUTLET VALVE REPLACEMENT DETAILS
HPU CONTROL PANEL
SCALE 1" = 1'-0"
EXISTING SUMP
BACKFILLED
WITH 7000 PSI
CONCRETE
12" THICK NON-SHRINK
GROUT PAD (TYP.)
EXISTING CONCRETE
HYDRAULIC CONTROL
LINE TRENCH
TRENCH
BOTTOM
HYDRAULIC AND VENT LINE
ROUTING TO RESERVOIR
SCALE 1" = 1'-0"
EXISTING VAULT
WALL OR
STRUCTURAL
MEMBER
1"
M
I
N
.
FILL ANNULAR
SPACE WITH
SIKAFLEX-1A
ELASTOMERIC
SEALANT.
WALL PENETRATION
NOT TO SCALE
ROUTE HYDRAULIC CONTROL LINES AND
ELECTRICAL CABLES OVER EXISTING RING
WALL AND THROUGH FLOATING COVER
BATTEN BAR PER
2
C-312
316 STAINLESS STEEL
HPU CONTROL PANEL
1
-
2
-
3
-
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
48
EXISTING CONCRETE
RINGWALL
HPU AREA PAD
PIPE SUPPORT
PER DETAIL
NEW PIPE
1"
M
I
N
.
TYPE 316 SST
PIPE CLAMP AND
HARDWARE (TYP.)
HYDRAULIC CONTROL LINE TRENCH 4
-
NOTE:
SUPPORTS SHALL BE 6'-0" OC MAX
UNLESS OTHERWISE NOTED
12" DIA TYPE 316 SST
ADHESIVE ANCHORS
W/ 234" EMBEDMENT.
(2 ANCHORS PER
CHANNEL)
SST UNISTRUT
P1000 CHANNEL
TYPE 316 SST
EXISTING
CONCRETE FLOOR
RESERVOIR
FLOATING COVER.
SEE C-302
NOT TO SCALE
12
CONTROL PANEL
ANCHORS SHALL BE
DESIGNED BY THE
HPU MANUFACTURER
1'-0"
2'
-
0
"
7'
-
0
"
4
C-103
PROVIDE 4"
RADIUS AT BEND
1/2" SST LINES. UP TO
FIVE (5) HYDRAULIC
CONTROL LINES.
PLACE
ELECTRICAL
CABLES ON
TRENCH FLOOR
1"
1'-6"
5"
1/2" SST LINES. UP TO
FIVE (5) HYDRAULIC
CONTROL LINES.
4"
MIN
EXISTING
GRATING
(TYP)
ROUTE HYDRAULIC
CONTROL AND
ELECTRICAL CABLES
THROUGH FLOATING
COVER BATTEN BAR
PER 2
C-312
RE-INSTALL
EXISTING GRATING
EXISTING HYDRAULIC
CONTROL LINE TRENCH
5/2020 AN RECORD DRAWINGS
6" CONCRETE COLLAR
(TYP.)
10" MIN.
FLOW
8" PVC SCH 40
INSTALL
45° BEND
SEE DETAIL 1 ON C-311 FOR
CONTINUATION OF RAIN
WATER REMOVAL PIPE
NEW PAVEMENT
OVER TRENCH4"
EX. RINGWALL
INSTALL
45° BEND
NOTE:
ADD CONCRETE FILLED PIPE BOLLARDS TO
EACH SIDE OF RISER TO PROTECT PIPE FROM
VEHICLES. SEE DETAIL 8 ON THIS SHEET.
2.
5
'
M
I
N
.
CONTINUES TO
EXISTING STORM
DRAIN, SEE C-100 FOR
CONNECTION
6" MIN
INVERT ELEVATION
PIPE OD
470-C-2000 CONCRETE
VA
R
I
E
S
6" MIN 6" MIN
TRENCH WIDTH
TRENCH
DEPTH
D
EXISTING PAVEMENT
AND BASE
EXISTING PAVEMENT
AND BASE
TRENCH RESURFACING PER
SDRSD G-24A, TYPE B, AND G-24B
WARNING TAPE PLACED AT 4" BELOW
PAVEMENT SECTION, SEE NOTE 1 FOR
ADDITIONAL INFORMATION.
TYPE III-C3 AC PER
GREENBOOK SECTION 203-6
TO BE PLACED IN 1 LIFT NOT
TO EXCEED 3" THICK
COMPACTED TO 95% MAX
DENSITY (CTM 304).
COMPACT UPPER 10" OF
EXISTING SUBGRADE OR
FILL TO MIN 95% MAX
DENSITY (ASTM D-1557).
PROPOSEDEXISTING
EXISTING 3" ASPHALTIC
CONCRETE LINING
(TO BE REMOVED)
EXISTING SUBGRADE
FLUID APPLIED MEMBRANE
PER SPECIFICATION
SECTION 07120
CUT THE BOUNDARIES USING
DIAMOND SAW OR PNEUMATIC
HAMMER. APPLY TACK COAT
TO SIDES PRIOR TO PLACING
NEW MATERIALS.
COMPACT UPPER 10" OF
EXISTING SUBGRADE OR
FILL TO MIN 95% MAX
DENSITY (ASTM D-1557).
PROPOSEDEXISTING
EXISTING 3" ASPHALTIC
CONCRETE LINING
(TO BE REMOVED)
EXISTING SUBGRADE
1-SACK CLSM PER
GREENBOOK SECTION 201-6
CUT THE BOUNDARIES USING
DIAMOND SAW OR PNEUMATIC
HAMMER. APPLY TACK COAT
TO SIDES PRIOR TO PLACING
NEW MATERIALS.
6" MIN.
6" MIN.
6" MIN.
A A
4" MIN.
4" MIN.
CONCRETE LUG3/8 D
D
CONCRETE LUG
EXISTING RCP
STORM DRAIN
PIPE
EXISTING RCP
STORM DRAIN
PIPE
PROPOSED PVC
STORM DRAIN
PIPE
PROPOSED PVC
STORM DRAIN
PIPE
GRAVEL BAGS,
2-BAGS HIGH
SPILLWAY MIN.
1 BAG WIDTH
GRAVEL BAGS,
1-BAG HIGH
EXISTING CONCRETE
DRAINAGE DITCH
EXISTING
PAVEMENT
30"
30"
4" MIN GALVANIZED STEEL
PIPE (1/4" MIN WALL)
FILLED WITH CONCRETE
PAVEMENT, TYP.
3"
6" MIN
CONCRETE, 560-C-3250
RISER DETAIL
NOT TO SCALE
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
48
CONCRETE ENCASEMENT DETAIL
NOT TO SCALE3
1
NOTE:
1. CONCRETE SHALL BE 560-C-3250.
C-104
DRAINAGE DETAILS
13
ASPHALT CONCRETE LINER REPAIR ALTERNATIVE 1
NOT TO SCALE5 NOT TO SCALE6ASPHALT CONCRETE LINER REPAIR ALTERNATIVE 2
CONCRETE LUG
NOT TO SCALE2
NOTES:
1. THE END OF THE CONNECTION PIPE SHALL NOT PROJECT INTO THE
WATERWAY OF THE LARGER PIPE.
2. CONCRETE SHALL BE 470-C-2000.
SECTION A-A
PLAN
NOTE:
1. WARNING TAPE SHALL BE INSTALLED ABOVE STORM DRAIN PIPE AND RUN CONTINUOUSLY ALONG
THE LENGTH OF PIPE. WANING TAPE SHALL BE GREEN AND MARKED WITH "CAUTION STORM DRAIN
LINE BURIED BELOW. WARNING TAPE SHALL BE 6" WIDE AND CONSIST OF 5.0 MIL, FIVE-PLY 100%
VIRGIN POLYETHYLENE WHICH IS ACID, ALKALINE, AND CORROSION RESISTANT. ELONGATION
PROPERTIES AND TENSILE STRENGTH OF NOT LESS THAN 7,800 PSI SHALL BE IN ACCORDANCE
WITH ASTM D882-80A.
NOT TO SCALE7DRAINAGE CHANNEL
NOTES:
1. INSTALL GRAVEL FILLED BAGS AS SHOWN BEFORE CATCH BASIN OPENING.
2. GRAVEL BAG HEIGHT SHALL NOT EXCEED TOP OF DRAINAGE DITCH.
3. PLACE SEVERAL LAYERS OF GRAVEL BAGS, OVERLAPPING THE BAGS AND PACKING THEM TIGHTLY
TOGETHER.
4. REMOVE SEDIMENT PERIODICALLY IN ORDER TO MAINTAIN EFFECTIVENESS. SEDIMENT SHOULD
BE REMOVED WHEN THE SEDIMENT ACCUMULATION REACHES ONE-THIRD OF THE BARRIER
HEIGHT.
NOT TO SCALE8BOLLARD DETAIL
NOTE:
1. INSTALL BOLLARDS ON EACH SIDE OF RAINWATER PIPING,
PUMP PANELS, AND STANCHIONS.
5/2020 AN RECORD DRAWINGS
CHAFER
PLAN
C-301
SCALE:
CHAFER PLAN
1"=60'-0"
1
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
SCALE:
FLOATING COVER PLAN
1" = 60'-0"
1
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
FLOATING COVER PLAN
C-302
SCALE:
RESERVOIR N-S OVERALL SECTION
1" = 40'
2
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
RESERVOIR OVERALL SECTIONS
C-303
SCALE:
RESERVOIR E-W OVERALL SECTION
1" = 40'
1
-
SCALE:
SCHEMATIC BOS RCT DEVELOPMENT
NTS
3
-
SCALE:
INLET STRUCTURE PLAN
1/2" = 1'-0"
1
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
INLET STRUCTURE & WASHDOWN VAULT
C-304SCALE:
INLET STRUCTURE SECTION
1/2" = 1'-0"
2
-
SCALE:
WASHDOWN VAULT PLAN
3/4" = 1'-0"
3
-
SCALE:
CHAFER PLAN (TYP. 2 PLACES)
3/8" = 1'-0"
2
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
OUTLET STRUCTURE - CHAFER
C-305
SCALE:
OVERALL CHAFER PLAN
1" = 20'-0"
1
-
OUTLET STRUCTURE
SCALE:
CHAFER SECTION
3/8" = 1'-0"
3
-
OUTLET STRUCTURESCALE:
CHAFER SECTION
3/8" = 1'-0"
4
-
OUTLET STRUCTURE
OUTLET STRUCTURES
SCALE:
CHAFER ATTACHMENT
6" = 1'-0"
5
-
OUTLET STRUCTURE
SCALE:
FLOATING COVER PLAN (3 PLACES)
3/8" = 1'-0"
2
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
OUTLET STRUCTURE - FLOATING COVER
C-306
SCALE:
OVERALL FLOATING COVER PLAN
1" = 20'-0"
1
-
OUTLET STRUCTURE
SCALE:
FLOATING COVER SECTION
3/8" = 1'-0"
3
-
OUTLET STRUCTURESCALE:
FLOATING COVER SECTION
3/8" = 1'-0"
4
-
OUTLET STRUCTURE
OUTLET STRUCTURES
SCALE:
CHAFER PLAN
3/8"=1'-0"
1
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
OVERFLOW STRUCTURE
C-307
SCALE:
OVERFLOW STRUCTURE SECTION
3/8"=1'-0"
3
-
OVERFLOW STRUCTURE
SCALE:
FLOATING COVER PLAN
3/8"=1'-0"
2
-
OVERFLOW STRUCTURE
SCALE:
CHAFER ATTACHMENT TO STRUCTURE
6"=1'-0"
3
-
SCALE:
CHAFER TERMINATION ON SLOPE
6"=1'-0"
1
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
CHAFER DETAILS
C-308
SCALE:
CHAFER TERMINATION AT STRUCTURE
6"=1'-0"
2
-
SCALE:
CHAFER BATTEN BAR
1 1/2" = 1'-0"
4
-
SCALE:
PERIMETER CONCRETE RINGWALL
1" = 1'-0"
1
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
PERIMETER RINGWALL
C-309
SCALE:
TOP OF SLOPE ATTACHMENT
6" = 1'-0"
2
-
SCALE:
TOP OF SLOPE ATTACHMENT
6" = 1'-0"
3
-
SCALE:
EXPANSION JOINT REPAIR
6" = 1'-0"
4
-
SCALE:
TYP. NON-INTERFERENCE ZONE (NIZ)
1/4"=1'-0"
1
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
NON-INTERFERENCE ZONE
C-310
SCALE:
NIZ SAND TUBE PLAN
1"=1'-0"
2
-
SCALE:
NIZ ATTACHMENT TAB
3"=1'-0"
3
-
SCALE:
SAND TUBE ATTACHMENT STRAP
3"=1'-0"
4
-
SCALE:
SECONDARY RAINWATER REMOVAL
1-1/2" = 1'-0"
2
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
RAINWATER REMOVAL DISCHARGE
C-311
SCALE:
SECONDARY RAINWATER REMOVAL
1-1/2" = 1'-0"
3
-
SCALE:
RAINWATER REMOVAL @ RINGWALL
1" = 1'-0"
1
-
SCALE:
PIPE SUPPORT
3" = 1'-0"
4
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
MISCELLANEOUS DETAILS
C-312
SCALE:
NORTHEAST NON-INTERFERENCE ZONE
1/4"=1'-0"
3
-
SCALE:
PREWELD MATERIAL SAMPLES
3/8"=1'-0"
1
-
FIELD SEAM DESTRUCT &
SCALE:
HYDRAULIC LINES RAISED BATTEN BAR
3"=1'-0"
2
-
SCALE:
TYP. FACTORY SEAM W/O CUT EDGE
NTS
1
-
SCALE:
TYP. FIELD SEAM W/O CUT EDGE
NTS
2
-
SCALE:
SEAM W/ CUT EDGE
NTS
3
-
SCALE:
FIELD BUTT SEAM
NTS
4
-SCALE:
FLOAT WRAP END
NTS
8
-
SCALE:
FLOAT WRAP SECTION
NTS
9
-
SCALE:
FLOAT WRAP END ELEVATION
NTS
10
-
SCALE:
UNDERSIDE FLOAT
NTS
11
-SCALE:
TEE SEAM PATCH
NTS
7
-
SCALE:
RCT JOINT CROSSING DETAIL
NTS
6
-
SCALE:
BATTEN BAR
NTS
5
-
SCALE:
REPAIR FLOAT LOG
NTS
14
-
SCALE:
SAND FILLED TUBE END
NTS
12
-
SCALE:
FLOAT CHAMFER
NTS
13
-
TYP. FIELD OR FACTORY
SCALE:
TEXTURED WALKWAY PLAN
NTS
15
-
SCALE:
TEXTURED WALKWAY
NTS
16
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY FLOATING COVER
SEAMS & DETAILS
C-320
SCALE:
TYP. RADIAL SLOPE RCT PLAN
1/4"=1'-0"
2
-
SCALE:
TYP. BOS FLOOR RCT PLAN
1/4"=1'-0"
1
-SCALE:
TYPICAL RCT SECTION
NTS
3
-
SCALE:
PERF FLEX DRAIN PIPE RISER DETAIL
NTS
4
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY FLOATING COVER
RAINWATER COLLECTION TROUGHS
C-321
SCALE:
SAND FILLED TUBE ON FLOOR
1"=1'-0"
1
-
SCALE:
ATTACHMENT ON FLOOR
1"=1'-0"
3
-
SCALE:
SAND TUBE ON FLOOR
1"=1'-0"
2
-
SCALE:
SAND FILLED TUBE ON SLOPE
1"=1'-0"
7
-
SCALE:
ATTACHMENT ON SLOPE
1"=1'-0"
9
-
SCALE:
SAND TUBE ON SLOPE
1"=1'-0"
8
-
SCALE:
ATTACHMENT ON FLOOR
1"=1'-0"
4
-
SCALE:
ATTACHMENT ON SLOPE
1"=1'-0"
10
-
SCALE:
FLOOR ATTACHMENT TAB ISOMETRIC
3"=1'-0"
5
-
SCALE:
SLOPE SAND TUBE TAB ISOMETRIC
3"=1'-0"
12
-
SCALE:
SLOPE ATTACHMENT TAB ISOMETRIC
3"=1'-0"
11
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY FLOATING COVER
SAND FILLED TUBE ATTACHMENTS
C-322
SCALE:
ACCESS HATCH FRAME ASSEMBLY PLAN
1"=1'-0"
1
-
SCALE:
ACCESS HATCH FRAME SECTION
1"=1'-0"
2
-
SCALE:
ACCESS HATCH FRAME DETAIL
6"=1'-0"
3
-
SCALE:
FRAME DETAIL
6"=1'-0"
5
-
SCALE:
FRAME DETAIL
6"=1'-0"
4
-
SCALE:
PONTOON FLOAT WRAP DETAIL
1"=1'-0"
6
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY FLOATING COVER
ACCESS HATCH FRAME
C-323
SCALE:
LOCK DETAIL
6"=1'-0"
1
-
SCALE:
HINGE DETAIL
6"=1'-0"
3
-
SCALE:
LOCK DETAIL
6"=1'-0"
2
-
SCALE:
HINGE ROD DETAIL
1 1/2"=1'-0"
4
-
SCALE:
SLOTTED BOLT DETAIL
12"=1'-0"
6
-
SCALE:
RECESSED BOLT WASHER DETAIL
3"=1'-0"
5
-
SCALE:
INFLATION TAB DETAIL
3"=1'-0"
8
-
SCALE:
INFLATION TAB DETAIL
3"=1'-0"
7
-
SCALE:
INFLATION PLATE PLAN (3 REQUIRED)
1"=1'-0"
9
-
FLOATING COVER
ACCESS HATCH FRAME
C-324
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
SCALE:
ACCESS HATCH COVER PLAN
1 1/2"=1'-0"
1
-
SCALE:
ACCESS HATCH COVER SECTION
1 1/2"=1'-0"
2
-
SCALE:
HANDLE DETAIL
1"=1'-0"
6
-SCALE:
COVER FRAME DETAIL
6"=1'-0"
3
-
SCALE:
COVER CENTER SUPPORT DETAIL
6"=1'-0"
4
-
SCALE:
BRUSH DETAIL
1"=1'-0"
5
-
SCALE:
HANDLE DETAIL
1"=1'-0"
7
-
SCALE:
HINGE DETAIL
6"=1'-0"
8
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY FLOATING COVER
ACCESS HATCH COVER
C-325
SCALE:
TEMP. SENSER CORD PENETRATION
3"=1'-0"
4
-
SCALE:
TEMP. SENSER CORD PENETRATION
6"=1'-0"
5
-
FLOATING COVER
ACCESS HATCH FRAME PENETRATIONS
C-326
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
SCALE:
FUTURE EQUIP. CORD PENETRATION
3"=1'-0"
2
-
SCALE:
FUTURE EQUIP. CORD PENETRATION
6"=1'-0"
3
-
SCALE:
PENETRATIONS PLAN
1"=1'-0"
1
-
ACCESS HATCH FRAME
SCALE:
WQ PUMP ACCESS HATCH PLAN
1/2"=1'-0"
1
-
SCALE:
WQ PUMP PLATE ATTACHMENT
3"=1'-0"
3
-
SCALE:
WQ PUMP MOUNTING PLATE
12"=1'-0"
4
-
SCALE:
THREADED WASHER
12"=1'-0"
5
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY FLOATING COVER
WATER QUALITY SAMPLING PUMP
C-327
SCALE:
WQ PUMP MOUNTING PLATE
1/2"=1'-0"
2
-
SCALE:
WQ PIPE / TUBING FRAME PENETRATION
3"=1'-0"
6
-
SCALE:
WQ SUCTION PIPE PENETRATION
6"=1'-0"
7
-
SCALE:
WQ RETURN PIPE PENETRATION
6"=1'-0"
8
-
SCALE:
WQ SAMPLING PUMP PLAN
1 1/2"=1'-0"
1
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY FLOATING COVER
WATER QUALITY SAMPLING PUMP PIPING
C-328
SCALE:
WQ SAMPLING PUMP SECTION
1 1/2"=1'-0"
2
-
SCALE:
WQ SAMPLING HOSE HOUSING PIPE
12"=1'-0"
3
-
SCALE:
WQ SAMPLING STATION AT TOS PLAN
3"=1'-0"
1
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY FLOATING COVER
WATER QUALITY SAMPLING STATION
C-329SCALE:
WQ SAMPLING STATION AT TOS
3"=1'-0"
3
-
SCALE:
WQ SAMPLING STATION AT TOS ELEV
3"=1'-0"
2
-
SCALE:
SUMP ASSEMBLY PLAN
1/2"=1'-0"
1
-
FLOATING COVER
RAINWATER REMOVAL SUMP ASSEMBLY
C-330
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
RAINWATER REMOVAL
45
4512
SCALE:
SUMP ASSEMBLY ELEVATION
1"=1'-0"
1
-
SCALE:
STOP ROD DETAIL
1"=1'-0"
3
-
SCALE:
PUMP HOUSING ELEVATION
1"=1'-0"
2
-
FLOATING COVER
RAINWATER REMOVAL SUMP ASSEMBLY
C-331
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
RAINWATER REMOVAL
RAINWATER REMOVAL
SCALE:
BALLAST TUBE END REMOVAL TETHER
1"=1'-0"
4
-
SCALE:
COUNTERWEIGHT HOUSING ELEVATION
1"=1'-0"
1
-
SCALE:
VERTICAL PVC PIPE PERFORATIONS
1 1/2"=1'-0"
4
-SCALE:
HORIZONTAL PVC PIPE PERFORATIONS
3"=1'-0"
2
-
FLOATING COVER
RAINWATER REMOVAL SUMP ASSEMBLY
C-332
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
SCALE:
SUMP ATTACHMENT TAB ISOMETRIC
3"=1'-0"
3
-
RAINWATER REMOVAL
SCALE:
COUNTER WEIGHT PIPE ENDS BEVEL
3"=1'-0"
5
-
SCALE:
ATTACHMENT TAB DETAIL
3"=1'-0"
2
-
SCALE:
TURNBUCKLE DETAIL
3"=1'-0"
3
-
SCALE:
BRACKET DETAIL
3"=1'-0"
1
-
SCALE:
COUNTER WEIGHT HOUSING CAP PLAN
6"=1'-0"
4
-
SCALE:
COUNTER WEIGTH HOUSING SECTION
3"=1'-0"
5
-
SCALE:
COUNTER WEIGHT SWIVEL DETAIL
6"=1'-0"
6
-
SCALE:
PULLEY DETAIL
12"=1'-0"
7
-
FLOATING COVER
RAINWATER REMOVAL SUMP COUNTER WEIGHT
C-333
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY
SCALE:
DAVIT CRANE POST ASSEMBLY DETAIL
3"=1'-0"
3
-SCALE:
DAVIT CRANE ELEVATION
1"=1'-0"
1
-
SCALE:
COLLAR & SLEEVE ASSEMBLY PLAN
1"=1'-0"
2
-
SCALE:
DAVIT CRANE POST ASSEMBLY DETAIL
6"=1'-0"
4
-
SCALE:
WINCH MOUNTING DETAIL
3"=1'-0"
5
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY FLOATING COVER
RAINWATER REMOVAL PUMP HOIST
C-334
SCALE:
VACUUM VENT PLAN
1 1/2"=1'-0"
1
-SCALE:
VACUUM VENT SECTION
3"=1'-0"
2
-
SCALE:
V-NOTCH DETAIL
3"=1'-0"
4
-
SCALE:
VENT OPENING SCREEN DETAIL
3"=1'-0"
3
-
REVIEWED BY:
DATEINSPECTOR
DATE
RECORD DRAWING
ENGINEERING DEPARTMENT
RCE EXP.
5590 Via de Campo
Yorba Linda, CA 92887
MAERKLE RESERVOIR FLOATING COVER
REPLACEMENT PROJECT
HCG
HCG
HCG
ORIGINAL SIGNED BY FLOATING COVER
VACUUM VENT
C-335