HomeMy WebLinkAbout7.9-152LIST OF DRA
Tarr r A r r C*v
SHEE T
I
TI TL E SHEET
SHEET
2
SIiE PLAN
SHEET
3
GRADING PLAN
SHEET
4
CONCRETE CONSTRUCTION
SHEET
5
WATER PLAN
SHEET
6
DRAINAGE PLAN
SHEET
7
SPL A SHPA D SPRAY ZONE
SHEET
8
CONSTRUCTION DETAILS
SHEET
9
MANIFOLD DE TA IL
SHEET
70
CONSTRUCTION DETAILS
SHEET
I I
CONTROLLER
SHEET
12
PLAY EQUIPMENT DETAILS
SHEET
13
PLAY EQUIPMENT DETAILS
SHEE T
74
PLAY EQUIPMENT DETAILS
SHEET
15
PLAY EQUIPMENT DETAILS
SHEET
16
PLAY EQUIPMENT DETAILS
SHEET
77
IRRIGATION PLAN
BASIS OF BEARING
S 59° 70' 20"" E
? TRUXTUN AVENUE
CITY OF =A � ER =FIELD
DEPA ' TMENT OO F PUBLIC WOO R � S
BENCHMARK
CHISELED 'X' ON THE SIDE WALK
NORTHERLY SIDE OF TRUXTUN AVENUE. 50±
WESTERLY OF THE NORTH WEST RETURN OF
TRUXTUN AND MYRTLE. CONTROL POINT #2
JASTRO PARK SURVEY ELEVATION 393.31
CITY STANDARDS
ENGINEERING DESIGN MANUAL: ST -8, ST -13, L -2, L -3, L -5, L -7 1�4
c/]
WATER RESOURCES DEPARTMENT W-1 , W -2, W— 78 HWY.
............
---------------- -
STATE STANDARDS
P -70, P -78, P -20
CONVENTIO
— EASEMENT
-- RIGHT —OF —WAY
CENTERLINE
RAILROAD TRACKS
x CHAIN LINK FENCE
L SYMBOLS
— — — — — — — EXIST CURB & cu T TER
--------- - - - - -- EA.C. FLOWLINE
-EXIST EDGE OFPAVEMENT
GUARD RAIL
IMPRO VEMEN TS
UTILITY SYMBOLS
W
EXIST WATER LINE
N
s
EXIST
SEWER LINE
EXIST GAS LINE
so
EXIST
STORM GRAIN
G
EXIST AERIAL
APPROVED BY.
E
EXIST
UNDERGROUND
OH
LINES
POWER LINE
RAUL
EXIST UNDERGROUND
-09 DATE
r
EXIST
UNDERGROUND
ry
TV CABLES
PHONE LINE
EXIST 0/L LINE
FO
EXIST
FIBER OPTIC LINE
o
M.H.
MANHOLE
^F. H.
ASSISTANT PUBLIC WORKS DIRECTOR
bATE
^_�%
FIRE HYDRANT
P.P.
W.M.
CIVIL ENGINEER M---,.,DESIGN ENGINEERING
DATE
f
POWER POLE
❑
WATER METER
15,
w. V.
�
EXISTING MONUMENT
WATER VALVE
F-01
FUTURE MONUMENT
G. M.
GAS METER
S. L.
G. V.
3�
STREET LIGHT
DQ
GAS VALVE
STREET LIGHT WIMAST ARM
BENCHMARK
C.O.
CLEAN OUT
f
AUTO SCOPE
PRE—EMPTION DEVICE
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LOCATION MAP
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Job No.: P8K124
File Path: K:\ldd—engineering\P8Kl24 Jastro Wet Play w
Y Area \ g
File Name: 1.dwg
STATE OF CA LIFORN
No TE.-
THE CONTRACTOR MUST POSSESS THE FOLLOWING'
VALID LICENSES:
CLASS A
NOTE:
THE CONTRACTOR SHALL CONTACT THE USA LOCATOR
SERVICE 1- 800 - 642 -2444, 48 HOURS PRIOR TO
EXCA VA TION.
PROJECT AREA
5;660 SQ.FT.
RECR ATION AO,,'/ PARKS DEPARTMENT DATE
JASTRO PARK WET PLAY AREA N d 1
OF
2900 TRUXTUN AVENUE 16
SHEETS
0 1 9
N
Q
APPROVED BY.
RAUL
1K. ROJAS, R.C.E. 39800, EXPIRES 12 -31
-09 DATE
PUBLIC WORKS DIRECTOR
Q
APPROVAL RECOMMENDED BY:
W
ASSISTANT PUBLIC WORKS DIRECTOR
bATE
CIVIL ENGINEER M---,.,DESIGN ENGINEERING
DATE
15,
RECR ATION AO,,'/ PARKS DEPARTMENT DATE
JASTRO PARK WET PLAY AREA N d 1
OF
2900 TRUXTUN AVENUE 16
SHEETS
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Exp. 6-30-09
Cl TY OF BAKERSF /ELD �P
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� I � OF- CALF
BAKERSFIELD, CA 93301
REVISIONIS
No. DA TE DESCRIPTION
�E XIS TING ( �; � ADDED 1" QUICK COUPLER WATER LINE
BUILD11VG I � � � �, � 3/12/08 AND 1" BACKFLOW PREVENTER
� I 2 � � 3 20 ADDED REPLACE CONCRETE DRIVE AREA
2 / � 08 285 SQ. FT. 3
INSTALL NEW I' BACKF—LOW
�
PRE I/ENTER TO EXISTING 2"
DOMESTIC WATER LINE INSIDE � �. �. � ` .� � � � � � � 4
I EQUIPMENT ROOM TO FEED � � � � . � . �' � . � , � � .. � � � PI
� f NEW 7 " QUICK COUPLER LINE. TA t
MATCH EXISTING GRADE L
WET PLAY DA TA
� , . � .. � . � .. � • .�, : ,;� . .. ... ; � . � �. �
WE PLAY SURFACE AREA = 3, 000 SQ. FT
.
, TO TA SURFACE AREA = 5.660 SQ. FT
MAX /MUM OCCUPANCY = 700
LEGEND
C. J.
HATCHED AREA DENOTES AREA
EXISTING L � � � �:.. ,� . �� .. ,.. ` �.�. ��. ��.�..�.,.., " �� f.�.�� . � I .. OF NEW CONCRETE CONSTRUCTION
I
POLE C. J. = CONSTRUCTION JOINT
E. J. = EXPANSION JOIN T
—°
NEW .WET. L�l Y :�A.R�,4 + n ---�`— �— EXISTING I I F. G. = FINISH GRADE
� INSTALL 7 QUICK �.. ... ,.. �..,. ...... ,� ".. � .: /��� :.. � . � � . � � .. .�—.. LIGHT � � T G. = TOP OF GRA TE
� COUPLER ON TR/PPL E .. .. � . � � , , .. , � a ; �. POLE � � �--
1 SWING JOINT
� 7» Q.C.V. �» Q.C.V PI(
� I � NOTES
1 72 PVC DRA IN LINE � ... ... �. ��.. f .o � : �.....�e � �� ��: �� e . � .. .. , � � ..:. � � .. INSTALL 7 " QUICK TA,
- � � COUPLER ON rRIPPLE
� —
J.4q SLOPE E � � 7. ALL CONCRETE SHALL BE 3, 000 PSI @ 28 DA YS.
�P �
DRAlN l�l� . � . . ... � . SW/NG JOINT 1. E
11, � � ... ,. .. � �� � � � 2. ALL CONCRETE SURFACES SHALL HA l/E MEDIUM BROOM
-y FINISH.
Ln
_ .. , .�� . � //./y'� ,. : �� �s�., � ; � � � ;I �� .. �. � ..� , � \,� .� .. ;�:� J. WET PLAY CONCRETE SHALL HA l/E #4 REBAR @ 16�,
CCIBW WITH 2"' CLEARANCE FROM BO TTOM OF
� CONCRETE.
LLJ ` ,�—lQ � . � �. -� � . , , , , � . . � , . �.: ...... . � I ` 4. ALL SIDEWALK AREA SHALL HAVE 6X6 — #lOX #10 Ewmv
WITH 2" CLEARANCE FROM BOTTOM OF CONCRETE.
5. PROVIDE 7 " QUICK COUPLER IN /RRIGA TION BOX NEAR
NEW 7 " SCH 4 EAST AND WEST SIDES CENTER OF WET PLAY.
i 0 PVC
i FRESH WA TER LINE
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File Nome 4. dwg Ora wn: J. FREEMAN JASTRO PARK WET PLAY AREA sHEE r No.
CITY OF BAKERSFIEL CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.. P8K124 Engineer: B. MCLURE
Date: - - -- checked By 2900 TRUXTU-N AVENUE 4 OF 76
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Cl T Y OF BAKERSFIELD
w w -9� CAVIL �
1501 TRUXTUN A VENUE F p�
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REVISIONS
No. DA TE DES CR/P TION
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File Name.- 7A. dwg Dro wn: J. FREEMA N
CITY OF BA IEL CA IFORNIA JASTRO PAmLC WET PLA Y AREA SHEE T ND.
PUBLIC WORKS DEPARTMENT Job No.: P8K 124 Engineer: B. MCL URE
KERSF
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Do te: Apr. 1, 08 Checked By.- 2900 TRUXTUN AVENUE 7A OF 16
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RHVISIONS
No. DATE DESCRIPTION
1
2
3
NOTE:
A COMMON NEUTRAL MAY BE USED
FOR UP TO TEN ELECTRIC VALVES
SmartTouchT" CONTROLLER DETAIL A
LOCATED ON WALL MOUNTED OR IN SUBTERRANEAN r
000 3° [178mml OR IN ABOVE GRADE COMMAND CENTER (BY INSTALLER) VALVE 1
3' °TERMINAL INCLUDED ONLY FOR
14" [356mml OPTIONAL REMOTE FIELD INSTALLATION (BY INSTALLER) (WHEN FACING DISTRIBUTION MANIFOLD 18 & 26 OUTPUT CONTROLLER
VALVE FARTHEST TO THE LEFT)
VALVE 2 N'" VALVE
�
off FIELD DRILL AND INSTALL
NEMA 4X CONDUIT CONNECTORS
11/2" � 00000000 00000000 '
w [445mml
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0000 10 0000000000Q
J 1" (25mm) ELECTRICAL CONDUIT WITH � fl O O O O 00 0 0 0 0 00 0 00 � N r,,, �,
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(3) 1 4 GAUGE ( CONDUCTORS _ Y Y Y O o o u u u
,�' PER ACTIVATION DEVICE. � 0 0 00 00 0 0 0 0 00 0 0 0 ������ a a a� ,i
� (BY INSTALLER) O O O O O O O O
°' 0 0 0 0 0 0 0 0 00000000
ELECTRICAL CONNECTIONS
m
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TO ACTIVATOR CAP,
Li MUST BE SECURE
� AND WATERTIGHT
0
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1" (25mm) ELECTRICAL CONDUIT WITH Q o
Q (3) 14 GAUGE (2.5mm) CONDUCTORS ry
� PER ACTIVATION DEVICE. Z C)
� (BY INSTALLER) -' L SOLENOID VALVE ACTIVATOR BOLLARD CAP
Nt 24VAC 6WATTS MAX. Y uj
(TYP.) J Lu 3
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0
0
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-C VALVES ARE PREWIRED TO CONTROLLER
L OR JUNCTION BOX WHEN CONTROLLER • °
� IS FIELD LOCATED ELECTRICAL CONDUIT o
(2) 16 GAUGE (1.5mm) CONDUCTORS
PER VALVE (BY VORTEX) ACTIVATION DEVICE
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File Nome 11. dwo Drawn: � FREEMAN JASTRO PA
RK WET RLA Y AREA sHEE T N0.
CITY OF BA KERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P8K124 Engineer.• B. MCLURE
Date: Mar. 6, os Checked By 2900 TRUXTUN AVENUE 7.7 OF 76
0 1 2 3
o °
WATER LINE INLET 1 1/2'j NPT. LINE
CONNECTION BY INSTALLER. REFER TO
CONSTRUCTION DOCUMENTS FOR LINE
IZING DETAILS.
° ° LINE 1 3/8" EARTH GROUND STUD
• DONUT SPRAY
° PLAY
° ° ° T 6 P D�6ATR D SAFESWAP ANCHORING SYSTEM TO BE
° ° ° 28'
INSTALLED LEVEL, PLUMB & FLUSH TO
FINISHED GRADE.
% °
Q� ATE TYP. CONCRETE SURFACE, VERIFY LOCAL CODES
° TO WATER J l 4 X1/0.083 ) m ® FOR TYPE, THICKNESS & REINFORCEMENT
DISTRIBUTION
° SYSTEM REQUIREMENTS.
°
° POD SPRAYS (5) ENSURE CAPS
°... e. .
e e REVISIONS
° :4° ° a ° ° ° e... e° °
a ° a ARE IN PLACE WHEN POURING
TAMPER RESISTANT 024 5" > >
BRASS SPRAY CA [61 Omm] 127mm 11.25 (0.28m) ° . ° NCRETE DECK No. DA TE DESCRIP TION
( ) 15.25 0.39m
WATER FLOW RATE: 36 -48 gpm (137 -182 Ipm) 4 C/C
WATER TUNNEL (102mm)
01" S.S. STRUCTURAL TUBING -- - - -- WATER PRESSURE: 5 -10 psi (0.3 -0.7 bar)
000
11.95 ° 4'
(305mm)° :. o 2
0 e
° 3/4" ANCHORING CAGE WITH INTEGRATED
PIPING DETAIL o 07/16'(11ry) r�) -
MIN 24 DEPTH AND 12 o e Q LEVELING ADJUSTMENT CAST INTO CONCRETE
3 /8 " -16UNC ELECTRICAL 2 HOES TYP BELOW FROST LEVEL ° FOOTING.
GROUNDING STUD C/W Id
- DETAIL C ° e
() EX. NUT & (2) WASHERS WATER TUNNEL
/" �_ SCALE 1 : 8 : ° . •° ' .. a. ' �
I -11. COMPACTED GRANULAR BY 4
Q�2 S.S. STRUCTURAL TUBING / �. � (
ELEVATION VIEW °. ° III INSTALLER .
WATER LINE &
II- 11I -11I- CONCRETE FOOTING, VERIFY LOCAL CODES FOR
CONNECTION CONCRETE BASE CONCRETE SURFACE. VERIFY \, _ —
(BY INSTALLER) (MIN. 28 "X 28 "X 3") LOCAL CODES FOR TYPE,
I TYPE,
ADAPTER (BY INSTALLER) THICKNESS &REINFORCEMENT '
THICKNESS & REINFORCEMENT REQUIREMENTS.
6MIN REQUIREMENTS (24 "X24" OR 24110) RECOMMENDED FORM SIZE.
(BY INSTALLER) / ,
FE SWAP ANCHORING DETAIL 1 WATER LINE CONNECTION T
0 0
RECOMMENDED WATER INLET FINAL GRADE QSY$' �5m
1 -1 2" NPT BY INSTALLER) ( UNDISTURBED SOIL MANIFOLD (BY INSTALLER [ 152mm] / ( S ALLER) )
DETAIL REFER TO CONSTRUCTION
' � ' o . � a �. a •(0 01 has) algeiaen /Cuauan a /C uaaan - SAFESWAP DRAWING FO TAILS.
[279mm] a s p I� D N
16" REF. a a
RECOMMENDED '• Q. • / ® • \
[406mm]
jepuels = 0
+ suoildo aau40 - W a ° e o a. a
e ° e a' ° a a a... a.. a
= a. ° 4 a• <
I uoilduansuo� nnol
�_- pjepuels = 0
Ill
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e 4,
� S.S. ANCHOR STUD(6) 3/8, a e� nno a = • °•. :• a •. �••. ° � Ulm
--� 12 NUTS 12 WASHES \ - p 18 0 I a e .
S S 1
U 2' -10" (864 mm ( ) . ( ) �e -
(SUPPLIED) _
v � I. �aa �uiaoWoud �
a• /
COMPACTED GRANULAR DRILLED AND EPDXY GROUTED _
J (BY INSTALLER) USE FOR HEIGHT CONTROL & i�ITnIrI�I 90£0 2I01� \ '. , •.o : • e'. :. ° . .' /
3' -4 " (10 16 mm LEVELING BY INSTALLER �- _ _
- SO o u01 eJInuola ■ O ♦ e a e.. [ 111,
\. a111-
m ANCHORING DETAIL
SPRAY ZONE _ - - _ (,;,III =' WATER FLOW: 25-50 gpm (95 -19 M)
o PRESSURE: 10-20 psi (0.7 -1.4 bar)
w
0 DONUT SPRAY
VOR-0306.
OOOOREL-04
SECTION PLAN VIEW — EMBEDED
n NOT TO SCALE EQUIPEMENT LOCATION
� LINE 1
Q °
CYLINDER SPRAY 5,� >> O• NOTE:.
� -
� � 3 ��0. �33m�
(127MM)
LO REFER TO COLOR CHART FOR AVAILABLE COLOR SELECTIONS AND CODES.
• o
� 4 "C /C � o � > >
° 57 (�.45m� REFER TO CONSTRUCTION DOCUMENTS FOR PLAN PRODUCT SELECTION AND MOUNTING LOCATION.
� 12" (0.3m) TYP. (102MM) --
000
00 •
0 TAMPER RESISTANT O O ZONE
O BRASS SPRAY CAP
° SPRAY
N TAMPER RESISTANT 03611 °
BRASS SPRAY CA (882 MM) "(0. 7m)
1 8' 05m
� 3 /8 " -16UNC (IOMM) ELECTRICAL - WATER FLOW RATE: 6 -48 gpm (137- 1821pm) /
v GROUNDING STUD C/W 0 0 07/1611(11 MM) -�
1 HEX, NUT & (2) WASHERS WATER PRESSURE: 5 -10 psi (0.3- 0.7bar) 2 HOLES TYP
'\
PLAN
� PIPING DETAIL
12
U (305MM) DETAIL E
� SCALE 1 :8
or I
4) WATER TUNNEL
QSl " (25MM) S.S. STRUCTURAL TUBING VORTEX
WATER TUNNEL `-�- \
QS2" (50MM) S.S. STRUCTURAL TUBING \ FLAG �
ELEVATION VIEW �
/ +
ADAPTER \ O
(BY INSTALLER CONCRETE SURFACE
FINAL GRADE VERIFY LOCAL CODES FOR TYPE, /
I �
6 "MIN WATER INLET
N (BY INSTALLER) THICKNESS & REINFORCEMENT
RECOMMENDED 1 -1 /2 (40MM) NPT REQUIREMENTS (BY INSTALLER) ,
� Oo Oo I
j (152MM) ,
S.S. TUBING
• .. ° a a � � 'a � 142" 4 �
(279MM) a a ( �2
Q)
16" REF. ° aao ,
3.6m) 112 ,
(0 04 las) olgeiaeA Awwnp a AlluennO N 1 /
Q (2.8m) /
RECOMMENDED °
° ° ° ° -I
0 ° paepuels = 0 ,
�° b
suoildo aa4j0 - W /
V/ • • • +
• :... •
TOE GUARD \ /
3 + + + + + + + + + + + + + uoilduansum mol = BLUE %\ -/
p WATER
aepue�s = 0 �
\ -
S.S. ANCHORI STUD(6) 3/8" (IOMM) ad/C a zzo - ,
-� LINE & (12) NUTS, (12) WASHES (SUPPLIED)
11 N � �
V CONNECTION _ _ \
(BY DRILLED AND EPDXY GROUTED apeJE) M0198 = 0
I��I��TE� USE FOR HEIGHT CONTROL & / _
Z; fE LEVELING BY INSTALLER \
N ( ) Ile�aa �uiao�oubi yl
GRANULAR
BY INSTALLER ELEVATION
� 1 X 12 (0.075m X 0.3m X 0.3m) l�Il/�I C0 -2I01� ._.- --
00 CONCRETE LEVELING BASE
I--" (BY INSTALLER)
2.. .�. _i" SO O u01 BJ is ui
p� .�O S p.I� RISING FLAG
_
� (50MM) ---_ - - --_
�- 46(1168MM) owl
NOT TO SCALE
� 52" (1320MM)
ANCHORING DETAIL SPRAY ZONE
a� Q
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L /ND
ER
VOR-0307.0000REL-04
SPRAY
NOT TO SCALE
CITY OF BAKERSFIEL File Name: 12. d wg Dro wry: J. FREEMAN
. � JAS TRO P PL sHEE T N0.
Job No.. P ARK WET A Y AREA
PUBLIC WORKS DEPARTMENT 8� 124 E� �n eer. B. MCL URE g
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7F
Date: Mar. 61 08 Checked By.- 2900 TRUXTUN A VENUE 12 OF 16
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65" SS STRUCTURE
8 244"
FIBERGLASS
DUMPING BUCKET
1„ 231"
32 SS ARMS (8) BRASS 2
SPRAY NOZZLES
23 "SS ARMS „
8 48 82" •
(2) 3/4" HDPE PANELS
14"
92" 24„ Typ
• n. I REV /SIGNS
30" (5X) NPT PIPE VORTEX BY No. DA TE DESCRIPTION
f )
INSTALLATION BY OTHER
4 SCH 10 POST 60 72
2
0
FOR FLAG POST: 0
ENSURE POD SPRAY SIT
3
WATER CANNON FLUSH WITH FINAL GRADE
WHEN INSTALLED (5) TAMPER RESISTANT
„ 1 .• a BRASS SPRAY NOZZLE
143
1„ 02 ° MOUNTED FLUSH WITH 4
(4) 1 2 131" 4 1/2" S.S. SURFACE OF STRUCTURE
FLOW VALVE WITH
POSTS HDPE WHEEL ° 101" POST M.-O
108" MIN. HEAD 133"
(2 )1 1„ ° CLEARANCE
f) 2
° POSTS
a
0 89
Typ
36" 38" ° . v ° • . v
°
FT
(2) 3/4" HDPE PANELS Q °
• 24„
°
a.
(5) TAMPER RESISTANT
24 BRASS SPRAY NOZZLE
54"
MOUNTED FLUSH WITH
INSTALLATION FOR SAFETY SURFACE SURFACE of STRUCTURE If
21�
,, (4) ON INSIDE DIAMETER
4 HOLES, �1 8" TYP X23" (1) ON TOP
8 SAFETY SURFACE (BY OTHER) 4" "WHALE FIN"
J POD SPRAY POD SPRAY HDPE PANEL
A STAINLESS STEEL
U o 5" 0 ACCESSORIES:
v 2 PRONG T- HANDLE (6) TAMPER RESISTANT (9) TAMPER RESISTANT
24 FINAL GRADE CONCRETE BASE BRASS SPRAY RASS SPRAY NOZZLE
Y NOZZLE
J o o „ COMPACTED Q ° : ° WINTER WRENCH MOUNTED FLUSH MOUNTED FLUSH WITH
4 CAP
=J 012" GRANULAR : ' ° ' COMPACTED GRANULAR WITH SURFACE OF SURFACE OF STRUCTURE
m 2 10 It a °
101" STRUCTURE, Typ. 104"
+ + + PLUMBING TO FLAG MAST BY VORTEX)
° o CONCRETE + + + + f EX)
+ ° + INSTALLATION BY OTHER o 60" MIN HEAD
m + + + + + + + + BASE + � • • � � • • � . + + +
+ + + + + + + + + + + a o CLEARANCE
+ + + CONSTRUCTED + + Q
0 3/8" ELECTRICAL GROUNDING 12" - + + + � • Q ... °
Lj 2 HOLES 01/2" + + + + u° + + BELOW +
�-- STUD C/W (1) HEX. NUT & + + + + + + + + + +
� 2 WAS 1 Typ . + + + ++ .• .a. + + + + ++ FROST + + - . ° ... - • . o + + UNION 3/4" S.S. BY VORTEX
0 f) HERS. + + + + .+ + + + + + + + + + + + + + + + + + ( ) • . .
d'
+ + + + + + + + + + + + INSTALLATION BY OTHER 1
+ ++ ++ + + ++ + ++ + + + + + ++ ++
(2) 3/8" x 3 3/4" + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + 12" + + e + a ° + ° + + + + + + ° + +
S.S. ANCHOR DETAIL u u . �' u U . + + + + + °u U. + ++ 1„
+ + ° + ° + ° + + + + + + NOTE: 0 32 [89mm]
MECHANICAL ANCHORS + + WATER INLET (3/4 NPT) + + + + 4 + + + + + + a + +
FOR PANEL POSTS + ° ° + ° ° ° ° + 4 ° + + + + + ° SS STRUCTURE
+ + + + + + ++ +
++ + + + ++ + + + ++ + ++ + + + + + + + + + + + + ++
0 A. a . 241610mm] CONCRETE BASE CONSTRUCTED COMPACTED
TYP BELOW FROST LEVEL
N a v
0o FINAL GRADE FINAL GRADE CONCRETE SURFACE
INSTALLATION FOR CONCRETE SURFACE GRANULAR
• • 1 1/2" WATER 1 WATER a ' o TO FLAG
N INLET INLET POD SPRAY 88" "
— 8 12 O MAST 4 3 „X7„
00 STAINLESS STEEL a 3„ 30 Typ 60” O 4
° ° ° ,, TYP. (5X) 4" INLET,
ANCHOR KWIK BOLTS
� 3" ELECTRICAL GROUNDING
+ + + + + T n a 11'° WATER INLET
o + + + + + CONCRETE BASE a a 8 Typ 2
STUD C/W (1) HEX. NUT & (BY OTHER)
° • • 41
+ + + + + ►► + + °. + + + ° :° 4.' ' a . 11„ WATER INLET
12 12
- + + II. ° II + PLUMBING - + + ++ II ° ° II + ++ PLUMBING COMPACTED GRANULAR + + a + + + 10
(2) WASHERS.
o + + ° + + + +
9 ° + +
+ + I... I I (BY OTHER) _ + + +, + i l ° + (BY OTHER) + + ° + + +
_ + + ++ ++ - + + + + + + + + 511 0
_ + + + + COUPLING _ + + + + ° . + + COUPLING _ + + + NOTE: FOR FLAG MAST
+ + ++ + ++ (BY OTHER) _+ + a + + (BY OTHER) + + ° 2
+ + + + + + INSURE THAT POD SPRAYS •
_ + + ++ a + ++ + + + PLUMBING TO FLAG MAST d f2) HOLES , 1 3
►, CONCRETE BASE + ..a ° + + + SIT FLUSH WITH THE FINAL 10�"
(4) 3/4" X 3" X 12" CONCRETE BASE (4) 3/4 X 3 X 12 (BY VORTEX) + + + + + + + + + + + + +
CONSTRUCTED BELOW CONSTRUCTED BELOW + + + + + + + + + + + + + GRADE WHEN INSTALLED. Q° °° °
S.S. ANCHOR BOLTS S.S. ANCHOR BOLTS INSTALLATION BY OTHER + + + + + + + + + + +
FROST LEVEL FROST LEVEL + + + + + + + + + + + + 1 ANCHORING DETAIL
V ANCHOR DETAIL FOR MASTS ANCHOR DETAIL FOR CANNON + + + + + + + + + + + + +
(5) UNION 3/4 S.S. (BY VORTEX)
INSTALLATION BY OTHER
1 4 X 711
3„ 31'
ELECTRICAL GROUNDING ANCHOR KWIK BOLTS, Typ
WATER INLET (3/4" NPT) FLOW : 50 TO 75 GPM [190 TO 285 LPM] 8 a
0 0 STUD C/W (1) HEX. NUT & °
• • a . COUPLING, PLUMBING
PRESSURE 10 TO 20 PSI [0.7 TO 1.4 BAR] (2) WASHERS. ° v ° ° (BY OTHER)
(2) 511X611
SCHOONER / SS MECHANICAL
11 [2�9mm] 3„ ANCHOR
4 PLUMBING BOLTS, Typ
�I- 0 SCALE
(BY OTHER), Typ.
4 HOLES, 01" 1„
NOTE: 0 32 [89mm]
2 ANCHORING DETAIL SS STRUCTURE
a�
Q 8" [203mm]
Typ
a_
Q)
4 HOLES 1 „� a. ° v a ° ° ° 4 „
+ + + + + + + + +
+ + a + a ° + ° + .+ + + + + a + +
0 0 + + v U U ++ �d ° + ° U U + + + + + + °u u. + +
V) + + + + + + + + + + +
0 F + + ° ° + ° ° d ° + ° °
.v
3, " ELECTRICAL GROUNDING + + + + + + + + + + + + ++ + + '+ + ++
d-
STUD C/W (1) HEX. NUT & 24 [610mm] CONCRETE BASE CONSTRUCTED COMPACTED
r--
TYP BELOW FROST LEVEL GRANULAR
2 WASHERS.
3 ANCHORING DETAIL
FLOW : 45 to 60 GPM [171 to 228 LPMI
Q)
PRESSURE : 15 to 20 PSI [1.0 to 1.4 BAR] per loop
Q)
C
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File Name: 14. d wg Drawn: J. FREEMAN
CITY OF BAKERSFIEL CA IFORNIA
PUBLIC WORKS DEPARTMENT Jab No.: P8K 124 Engineer: B. MCL URE
JA STRO PARK WET PLAY AREA sHEE T N0.
Date: Mar. 6, 08 Checked By.- 2900 TRUXTUM AVENUE 14 OF 16
y
0 1 2 3
WATER LINE CONNECTION TO O 1 WATER LINE CONNECTION TO
MANIFOLD (BY INSTALLER) MANIFOLD (BY INSTALLER)
REFER TO CONSTRUCTION
REFER TO CONSTRUCTION 0 INSTALLATION TEMPLATE
DRAWING FOR DETAILS. WATER LINE INLET 1 1/2 NPT. LINE DRAWING FOR DETAILS. (TOOL KIT #8 ) FOR U BOLT PLACEMENT AND
CONNECTION BY INSTALLER. REFER TO SAFEWWAP ANCHORING. SEE ASSEMBLY DRAWING
CONSTRUCTION DOCUMENTS FOR LINE SIZING FOR ANCHORING AND MORE DETAILS.
DETAILS.
GASKET Y8" THK °
LAY '
PRODUCT -
®° o OE GUARD SAFESWAP ANCHORING SYSTEM TO BE 24 , -- - "' REVISIONS
o a A INSTALLED LEVEL, PLUMB & FLUSH TO
(0.6m)
® FINISHED GRADE. DA TE
- o. DESCRIP TI ON
O
48"
a
8ff 1.2m )
(0.20m)
•° o a
12" 0.30m (CL) CONCRETE SURFACE, VERIFY `.,`` -J``
( )
WATER FLOW: 5 -10 (19-38 LOCAL CODES FOR TYPE, 1 2
I gp m p m )
,
THICKNESS & REINFORCEMENT Li
PRESSURE: 10 -15psi (0.7-1.0bar) REQUIREMENTS.
11 4 WATER LINE INLET 1 1/2 NPT. LINE
d a 3
a 8" EARTH GROUNDING STUD O
CONNECTION BY INSTALLER. REFER TO
CONSTRUCTION DOCUMENTS FOR LINE
PLAN VIEW — EMBEDED EQUIPEMENT I Id I IN
IN 4" ° Z G DETAILS. 4
M 2 DEPTH AND 12 ° a 3/4 ANCHORING CAGE WITH INTEGRATED
LOCATION d'. ° ° d • ._
BELOW FROST LEVEL ° d LEVELING ADJUSTMENT CAST INTO CONCRETE
FOOTING. 43"
° 3 8" EARTH GROUND STUD
4. d M) PLAY
DETAIL a Ed I. COMPACTED GRANULAR (BY PR SAFESWAP ANCHORING SYSTEM TO BE
QC� CG -UARD
1 _ -- - _ ° ' ° III INSTALLER). WATER FLOW: 20— 30 m
SAFESWAP = _ = CONCRETE FOOTING VERIFY A gp INSTALLED LEVEL, PLUMB & FLUSH
f LOCAL CODES FOR (76 -114 Ipm) m TO FINISHED GRADE.
/ �, - 111,;,111_ TYPE, PRESSURE: 10 -20 psi (0.7-1.4 p ° � a
THICKNESS & REINFORCEMENT REQUIREMENTS. bar °
o
ff ff ) 8 ( 0.2 0 m
(24 X24 RECOMMENDED FORM SIZE. ) °
"e (CL)
... • . — EQUIPEMENT
�2 (0.�3m�
9 "C0,23" > CONCRETE SURFACE, VERIFY EM BEDED LOCAL CODES FOR TYPE, 4 SAFESWAP ANCHORING DETAIL 1 N DI STU RBED SOIL PLAN VIEW
a °' . d TOP OF
LOCATION ANCHOR STUD THICKNESS & REINFORCEMENT
ESWAP REQUIREMENTS.
e.' o DETAIL
a
\ — a v •' °:° ` v4 :• .a • • n :v a .'e' �. e••e. w:,�.:, ap. s e ° e,: s ° ° °. °:. MIN 24" DEPTH AND 1 2" ° °
3/4 ANCHORING CAGE WITH INTEGRATED
w _III e.: e .. ° ° BELOW FROST LEVEL a
II -11 .4 ,e : LEVELING ADJUSTMENT CAST INTO CONCRETE
_ ° FOOTING.
-I I III •; o e . a' : e a / ° e e. � d •° •� � d
U I i I�I d e a •, /' ° .4 I—
I COMPACTED GRANULAR BY
III-, INSTA R
_ • ° ° ' I I -1 I I -1 I I- CONCRETE FOOTING, VERIFY LOCAL CODES FOR
_J f -III' _ e • .a ' i '•- • ° � ' • - °' i ' s. ° °' ' —
m = •d - e ° III- III, — ,III - TYPE,
CTION \ —III •. , d •e a. III
THICKNESS & REINFORCEMENT REQUIREMENTS.
—III a III -III- (24 "X24" OR 24 "0) RECOMMENDED FORM SIZE.
', I I I a' • ° • ... s e ° ° °: °. I —III_'
°D SAFESWAP ANCHORING DETAIL 1
w .I , � ,III- o UNDISTURBED SOIL
NOTE:
0
__j PLAN V
REFER TO COLOR CHART FOR AVAILABLE COLOR SECTION NOTE: REFER TO MAINTENANCE MANUAL FOR INSTRUCTIONS
CL_
SELECTIONS AND CODES. ON INSTALLATION DETAIL AND TOOL KIT NUMBER 8 MUST BE
13" USED DURING THE PLACEMENT OF THE SAFESWAP TO
(0.3m) REFER TO CONSTRUCTION DOCUMENTS FOR PLAY ENSURE CORRECT PLACEMENT FOR FEATURES NOTE:
a- PRODUCT SELECTION-AND MOUNTING LOCATION. PLAN
VIEW-
REFER TO COLOR CHART FOR AVAILABLE COLOR
SELECTIONS AND CODES.
6 SPRAY ZONE
0 REFER TO CONSTRUCTION DOCUMENTS FOR PLAY
PRODUCT SELECTION AND MOUNTING LOCATION.
r—
o0 0.5m )
20' SPRAY ZONE-
(6m)
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C_
13"
� (0.33m) 020'(06m)
0 ELEVATION VI W __0 . ......... . ,
51. s f
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ELEVATION VIEW-
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21
U) t I (6m)
1
S.S. TUBING
(1.27) 4 1/2 S.S TUBING (3 ,
_
DIAMETER ) %2 DIAMETER)
/ (3.4m)
7" VALVE HANDLE
9
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CITY OF BAKERSFIEL File Nome: 15. dwq Drawn: J. FREEMAN
PUBLIC WORKS DEPARTMENT Job No.: P8K 124 Engineer: B. MC URE
JASTRO PARK WET PLAY AREA SHEET ND.
10,
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Date: Mar. 6, 08 Checked By.- 2900 TRUXTUN AVENUE 1 5 OF 16
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