HomeMy WebLinkAboutC7.01 Pond Design Pond Notes:
1. INSTALL POND LINER PER DETAILS 1-5 ON SHEET C7.50. THE
2. POND LEVEL TO BE MAINTAINED AT AN ELEVATION OF 2544.50'. SECONDARY LAND
SOURCE WELL TO BE ACTIVATED BY FLOAT LEVEL TRADUCER WHEN LEVEL
DIPS BELOW REQUIRED ELEVATION. WATER SHALL BE DISCHARGED INTO GROUP
INTAKE STRUCTURE VIA AIR GAP. SEE DETAIL 1 THIS SHEET. PUMP STATION BY PPS,WITH
SKID&ENCLOSURE. 9
Keynotes: � CALLOUT NUMBERS COORDINATED
TO NUMBERED NOTES BELOW. TOP OF BOX: 2550.00±
0
L J 1. IRRIGATION PUMP STATION SEE SHEET C7.52. 11
2. SECONDARY SOURCE IRRIGATION WELL. WELL TO PROVIDE 50GPM AT 20 PSI. 1
WELL TO HAVE PITLESS ADAPTOR. CONTRACTOR TO DESIGN AND SUBMIT WELL
DESIGN FOR APPROVAL PRIOR TO CONSTRUCTION. a
3. OUTFLOW STRUCTURE FOR DISCHARGING WATER IRRIGATION WATER FROM POND 10'MIN FINISH GRADE
SEE DETAIL 9/C7.50.
5 ±
4. POND AERATOR. SEE DETAIL 8/C7.50. a ° 'd 10
4.1. UNDERWATER ROBUSTAIRE DIFFUSED AERATOR. L -
4.2. WEIGHTED TUBING FOR COMPRESSED AIR,APPROXIMATE PATH. INSTALL IN
SLEEVE SIZED TO FIT TUBING. ENSURE 24-IN MINIMUM COVER ABOVE SLEEVE. 7 3
EXTEND FROM COMPRESSOR AND TERMINATE BETWEEN EDGE OF POND AND ° 2
SAFETY SHELF. RUN TUBING ON TOP OF COBBLE 4
4.3. POND AERATOR COMPRESSOR. ° 10 CONTINUE TO WELL PITLESS ADAPTOR.
5. INSTALL NEW 15-INCH C900 DELIVERY PIPE FROM STRUCTURE TO POND.
/ ESTIMATED 65-LF 3-IN PI `'x 0 EL:A 2544.5TER E±
(D-1
/ I a
C7.01
°
1 4 �
IRR PIRR PIRR PIRR PIRR PIRR co
/ C7.O1
D
/ J / 4.3 �� 8
X o0
\ 34.51' \ 6 7
d,4.2
ch X
\ \ =_
6' o x LEVEL TRANSDUCER TO ACTIVATE t
"' ` SECONDARY SOURCE IRRIGATION - J
x WELL TO MAINTAIN POND LEVEL AT = 12"C900 FROM POND
/ I EL: 2544.50' 10"C900 FROM POND INTAKE ° IE: 2536.75'
x z SCREEN TO WET WELL
� 4' 4 N
TOP OF POND: 2545.75 v I N a ° BOTTOM OF SUMP
\\I I y I I x ° ° " ° EL:5 534.75' ° °
� 5 12"CHAMFER AT BOTTOMS OF ALL VAULTS (TYP.)
CA
`o x BOTTOM OF SUMP
I EL: 2534.75' INTAKE BOX
:301
I WET WELL
L ILo � LoLoLoLoLOLoLoLoLo �
I I Pump Station Keynotes: �O
x
N N N N N N N N N N N N N
1. SKID, 6"THICK CONCRETE SLAB WITH 6"DEPTH OF BASE COURSE PER ISPWC DIVISION 703. SEE DIMENSIONS ON
PLAN.
2. 1-1/2"POLYETHELN FILTER FLUSH LINE ROUTE TO INTAKE VAULT.
3. 6"POWDER COATED STEEL PIPE WITH FLANGE CONNECTION. CONNECT TO 3"PVC PRESSURE IRRIGATION MAINLINE
x AS SHOWN ON PLANS. y
\\ I v I a 4. STRUCTURE BY SITE WORK CONTRACTOR.
�
\ x 5. 6"DEPTH BASE COURSE PER SPECIFICATION SECTION 31 20 00. EXTEND 12"BEYOND ALL EDGES.
\ I I I I x // 6. 12"C900 PVC PIPE. ENSURE WATER TIGHT SEAL AT ALL VAULT PENETRATIONS.
7. ROMAC ROMAGRIP PVC TO FLANGE CONNECTION OR APPROVED EQUAL.
EL: 2535.60
I 8. CLEMONS INTAKE SCREEN CW800 WITH#18 MESH SCREEN. INSTALL WITH FLANGE COUPLING. ROUTE CLASS 200
I I I I POLY 1-1/2"FLUSH LINE FROM PUMP STATION TO CLEMONS FILTER.
9. 12"WATERMAN C-10 CANAL GATE. PLACE HAND WHEEL 6"ABOVE TOP OF WALL. CAST IN SPIGOT BACK-RING INTO
\ If I HEADWALL POUR. O
x 10. COMPRESSED AIR LINE TO POND AERATION SEE SHEET L1.06 LANDSCAPE PLAN-AREA C
1 I I I I 11. POWDER COATED 2-INCH STEEL PIPE FROM SECONDARY SOURCE WELL. AIR GAP INTO WET WELL. CO3 CD
50.0% 1
I I Eli oc x
� I 50.0% �� I I MIS J
Pump Station - Section p
1 I 1 (t� 4.1 xl
1 I I � Scale: 3/8" = 1'
C7.50 I , I I I I x Q =
CD
I I I x �
429-LF 3-IN PI WICU Q
I I � °°
POND HOLDING CAPACITY. I \\ /\ 0
TOTAL VOLUME: 20,844 CUBIC FOOT
VOLUME REQUIRED TO HOLD SURFACE % ��� /�/\ CJ a Q
WATER RIGHT:8,640 CUBIC FOOT
VOLUME PROVIDED: 9,099 CUBIC FOOT '� � o LO cr
TOP OF POND 2545.75' I \�\ � LU
BOTTOM OF POND 2535.25'
PROVIDE WATER TIGHT SEAL AT LINER Revisions 1�
PENETRATION. INSTALL PER DETAIL
±45-LF OF 12"C900 INTAKE PIPE. ROUTE \/� 5/C7.50. 1,
PER PLAN. \ SECURE PIPE TO CONCRETE BLOCK PROVIDE INTAKE SCREEN AT END OF PIPE.
I I I I I I / WITH (2) STAINLESSI AT EACH LOCATION 4 MAX FROM
. LAST SUPPORT
oc \I JI 24.26' I I �_ I) \ � � SECURE PIPE TO CONCRETE INTAKE PIPE.
BLOCK WITH (2) STAINLESS STEEL
STRAPS AT EACH LOCATION.
3"
\
o /
� �69° '9' \/ / 1 z a
o \/ LU
\ o r
IE: 2545.75 \ /�\ • •• _ ' ` r , w `�,, °•
• o e. •' .
\ 34.4E / -- d
LU
5 X= CONCRETE BLOCK FORM IN PLACE AND POUR PER \� \ \/= + 42
M
3 ISPWC SECTION 703. SPACE AT 10'INTERVALS AND AT \����� �zy �/ \ \ CROSS SECTION ANAL
\ TOP OF POND: 2545.75 / j��'i NOTES: EACH JOINT. SECURE WITH STAINLESS STEEL STRAPS. / �/ z �\ �/\ �\ \ �Ssi DENS ENG'l
P,p (SINGLE BLOCK DEPICTED) i / \/// /�/\�//�\/ o� FO
1. CONTRACTOR SHALL RECEIVE APPROVAL FROM CIVIL ENGINEER o //
/� �/� � �\
7
3"PIRR 3"PIRR -"RR-- R 3"PIRR, ON FINAL LOCATION PRIOR TO INSTALLATION OF INTAKE SCREEN. 2139
Id
EXISTING IE 2545.87' 06/03/2025
1 - - - / 25 -_- - - - - , Pond Intake Screen 2 �T�TE OF
IE: 2545.75 48 - - - _ / Scale: NTS `��7E K.
\ 1811GIRR 18"GIRR 1811GIRR IRR IRR
\ 2549 I I F Project No.: 121130
Date of Issuance: 05.08.2025
IRR Project Milestone: CONSTRUCTION DOCUMENTS
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- - Design
Pond Design
1°' 2°'
7m01CHorizontal Scale: 1 - 10