HomeMy WebLinkAbout10.9-125LIST OF DRAWINGS
SHEE T I TI TL E SHEE T
SHEET 2 PLAN & PROFILE
STATE SPECIFICATIONS
CONVENTIONAL SYMBOLS
14
EXISTING CURB & GUTTER
EXI S TING CONCRETE
CHAIN LINK FENCE
IMPRO YEMEN TS
(Qj1xT LITL7))
DRAINAGE IMPROVEMENTS
MCMURTREY POOL
UTILITY
SYMBOLS
w
EXIST WATER LINE
s
EXIST SEWER LINE
G
EXI S T GA S LINE
SID
EXIST STORM DRAIN
OH
EXIST AERIAL
E
EXIST UNDERGROUND
LINES
POWER LINE
TV
EXIST UNDERGROUND
T
EXIST UNDERGROUND
TV CABLES
PHONE LINE
0
EXIST OIL LINE
FO
EXIST FIBER OPTIC LINE
DRAINAGE IMPROVEMENTS
MCMURTREY POOL
LOCATION MAP
STATE OF CALM-1,ORNIA
NO TE.'
IMPROVEMENTS WILL BE CONSTIj'UCTED BY CITY
FORCES AND OR ANNUAL CONTRACTORS.
4
it,NO TE. -
10
THE CON TRA C TOR SHALL CON TI- C T THE USA L OCA TGR
SERVICE 11-800-642—z"444, 48 HOURS PRIOR TC
EXCA VA TION.
APPROVE="O B Y=
NOT TO SCALE
RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12 —1 DATE
PUBLIC WORKS DIRECTOR
QRpFESSI�N
�4� pEAN R q�F APPROVAL RECOMMENDED
QD
Z '
vY of C 46803 ._
EXISTING DRAIN GRATE
EX
ACO KI00 TRENCH DRAIN
* P� 6-30-15
* ASSISTANT PUBLIC WORKS DIRECTOR DAT
P
�9T CIVIL
F OF CAO
C;VIL ENGINEER IV — DESIGN ENGINEERING �A?,
V RECREATION AND PARKS DATE
Job No.: XX DRA INA GE IMPRO VEMENTS NO
OF
File Path: S:\PROJECTS\kirk\McMurtrey Pool MCMURTREY POOL
File Name: Pool Drainage2.dwg `;HEE=--S
0 1 3
W
N
TRU
U
A
Q
W
N
W 7
U
------------
0
Z
TH ST
CALIFOPNIA
AVE
4tail
I
injA
14
NLu
C
LOCATION MAP
STATE OF CALM-1,ORNIA
NO TE.'
IMPROVEMENTS WILL BE CONSTIj'UCTED BY CITY
FORCES AND OR ANNUAL CONTRACTORS.
4
it,NO TE. -
10
THE CON TRA C TOR SHALL CON TI- C T THE USA L OCA TGR
SERVICE 11-800-642—z"444, 48 HOURS PRIOR TC
EXCA VA TION.
APPROVE="O B Y=
NOT TO SCALE
RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12 —1 DATE
PUBLIC WORKS DIRECTOR
QRpFESSI�N
�4� pEAN R q�F APPROVAL RECOMMENDED
QD
Z '
vY of C 46803 ._
EXISTING DRAIN GRATE
EX
ACO KI00 TRENCH DRAIN
* P� 6-30-15
* ASSISTANT PUBLIC WORKS DIRECTOR DAT
P
�9T CIVIL
F OF CAO
C;VIL ENGINEER IV — DESIGN ENGINEERING �A?,
V RECREATION AND PARKS DATE
Job No.: XX DRA INA GE IMPRO VEMENTS NO
OF
File Path: S:\PROJECTS\kirk\McMurtrey Pool MCMURTREY POOL
File Name: Pool Drainage2.dwg `;HEE=--S
0 1 3
WE
N
0
N
Lri
O
L
E
U
0
0
i�
0)
N
V
d
O
r,
C)
T
F—
U
LLI
D
O
n
N
SCALE: 7 "=10'
C" I//A/I1///I/ /'LJAA/A/rl n-nrti /r/ln /it- 1,r -)AT -r- r/'1 /'IIAA/A/rl /Atizr"nT1
BEGIN TRENCH DRAIN CONSTRUCTION B
I
EXISTING CATCH BASIN CONNECTION
PLAN VIEW
POOL DECK
ACU A/UU Ll /At
f 2LF 2"PVC
NTS
TING GRA TE ORA/N
CUT EXISTING PVC STORM DRAIN
AS NECESSARY TO TIE /N PROPOSED
PVC STORM DRAIN PIPE.
EXISTING GROUND
* ALL FITTINGS TO BE SOLVENT WELDED.
STORM DRAIN TIE IN
a
NTS
A/I K'n/l r)n AIAI
5" PVC TO
CATCH BASIN
Ul l/9IVIVLL /IV VLI1 I I I\Ill ILL
14TH STREET
pEA V�_
me lie (r dfell?�e
3EGI S TERED CI VI L EN GI NEER : C 46 =103
* Ex1).6-30- 5
-I TY OF BAKERSFIELD \V�\ C
r501 TRUI\'TUN AVENUE TF--%��
3AKE:RSFIELD, CA 93301
PURPOSES ONL Y. THE
CONTRACTOR /S RESPONSIBLE FOR ORDERING ALL ACO DRAIN COMPONENTS AND
APPURTENANCES, AND ENSURING A MINIMUM SLOPE OF 0.202 ALONG THE
CHANNEL INVERT PROFILE, EXCEPT AT THE THREE L 0 W POINTS (CONNECTIONS
TO EXISTING DRAINAGE SYSTEM).
2L F 2 "P VC
EXIST/NG 8" STORM DRAIN
PLAN VIEW
MATCH EXISTING EDGE OF CONCRETE
APPL Y CONCRETE 101N SEALANT AS
DIRECTED BY PARKS AND RECREA TION
DEPAR TMEN T
l
l
` �� f - �'•• 'a d� _- END TRENCH I
DRAIN CONSTRUCTION
1
POUR PORTLAND CEMENT CONCRETE
AROUND EXISTING POST WHERE
APPLICIABLE
No. 4 REBAR DOWELS @ /
24 " 0. C.. APPLY EPDXY f 13"
------
AS DIRECTED BY PARKS AND
RECREA TION DEPAR TMEN T
4" 4 ACO TYPE 465Q STAINLESS
+5"
STEEL GRATE Wl TH CLASS "C"
.......... I LOAD/NG CAPACITY
CONNECTION
� \ /CONNECT NEW DRAIN TO EXISTING
EXIST/NG WYE
TO CATCH \/ STORM DRAIN USING 8"X8"X2" TEE
* SI
ALL Fl TTINGS TO BE SOL VENT WELDED.
STORM DRAIN TIE IN
S
NTS
CITY OF BA KERSFIEL D, CALIFORNIA
I L/ DECK
3"
1
6»-9,I
w
31)
4„ ,
It
POR TL AND CEMENT CONCRETE `\
(MINOR CONCRETE STATE SPEC 90-2) ACO K100 DRAIN
COMPACT EXISTING GROUND
TO 909• RC
TYPICAL SECTION
NTS
PUBLIC WORKS DEPARTMENT
File Name -Pool Droinogs2
Job No.:
Dote: Dec. 5, 1-
/, BOLAND
D PADIL- A
x
DRA INA GE IMPROVEMENTS
MCMURTREY POOL
SHc;�T NO.
2 OF 2
0 2 3
SPECIFICATICN CLAUSE
E
coE
r_
K100 KLASSIKDRAIN - LW,D CLASS A
EXPANSION JOINT TO PAVEMENT
T EE NOTE 4 ENGINEER'S DETAILS PER
GENERAL
• SEE NOTE 3 DESIGN
THE SURFACE DRAINAGE SYS"'.M SHALL EE
DOCUMENTS
POLYMER CONCRETE K100 CHtNNEL SYSTEA WITH
GALVANIZED STEEL EDGE RAI -S AS
MANUFACTURED BY ACO P❑LY�ER PRODUCTS, INC.
d
d
G
MATERIALS
d
CHANNELS SHALL BE MANUFA:TURE7 FRCH
4
d
Q
POLYESTER RESIN POLYMER CJNCREFE WITH AN
INTEGRALLY CAST -IN GALVANIZED STEEL EDGE
G
RAIL. MINIMUM PROPERTIES❑- PJL.°MER CONCRETE
WILL BE AS FCLLOWS:
4.
COMPRESSIVE STRENGTH: 1,000 PSI
FLEXURAL STRENGTH: ••,000 PSI
1
/
d
d
d /
TENSILE STREN--TH: ;,500 PSI
WATER ABSORPTION: 0.07%
G,op
FROST PROF YES
4" [100mm
/
Q
4 /
DILUTE ACID AND ALKALI RESISTANT YES
B117 SALT SPRAY TEST COM=LIANT YES
d
/
THE SYSTEM SHALL BE 4' (I)Omm) V❑MINi+L
INTERNAL WIDTH WITH A 5.1' (130-ril ❑V=RALL
WIDTH AND A BUILT-IN SLO=E OF 15%. CHANNEL
INVERT SHALL HAVE REVEL❑?ED 'V' SHAPE.
ALL CHANNELS SHALL 3E IN"'1=RLOCf'ING 44TH A
MALE/FEMALE JDINT.
THE COMPLETE DRAINAGE SYSTEM SHALL BE BY
4" 100mm
4" 100mm
ACO POLYMER PRODUCTS, INC. ANY DEVIATION
OR PARTIAL SYSTEM DESIGN AND/O;; IMFR❑PER
INSTALLATION WILL VOID ANY AND ALL
WARRANTIES PROVIDED BY ASO POLYMER
PRODUCTS,INC.
CHANNEL SHALL WITHSTAND L❑AD:NG T= PROPER
NOTES:
LOAD CLASS AS OUTLINED E'•" EN 1433. -RATE
1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS.
TYPE SHALL BE APPROPRIATE TO FEET THE
ENGINEERING ADVICE MAY BE REQUIRED.
SYSTEM LOAD C_ASS SPECIFIED ANE INTENDED
2. MINIMLM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED, CONCRETE SHOULD BE VIBRATED TO ELIMINATE
APPLICATION. GRATES SHALL 3E SECUREC USING
AIR POCKETS.
'QUICKL❑K' BOL'LESS L❑CKI.,\G SYSTEM. -HANNEL
3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL
AND GRATE SHA -L BE CERTIF.ED r_ MEET THE
AND CONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED.
SPECIFIED EN 1433 LOAD CLASS. T -E S`'.STEM
4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL
SHALL BE INSTALLED IN AC=❑RDAN:E WITH THE
EDGE.
MANUFACTURER'S INSTRJCTICINS ANI1
5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS, ENGINEERING ADVICE MAY BE REQUIRED -O
REC❑MMENDATI❑NS.
DETERMINE PROPER LOAD CLASS.
6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS.
K1 -A -ECP
K100 - KLASSIKDRAIN - LOAD CLASS: A
ACO Polymer Products, Ir,c.
Exposed Concrete Pavement
825 W. Beechcroll Sl
P.O. No. 245
4211 Plei font Rd.
Cosa Gronde. AZ 8512
Chordon. OH A-4024[Fax:
Fat Mal, SC 29703
INSTALLATION DRAWING — ACO DRAIN
Tel:
00
Fo 0-285 8°51
Tel. 1�3
DATE:03/21/13
:520-421-99885
1- 999
803-802
DRA INA GE IMPROVEMENTS
MCMURTREY POOL
SHc;�T NO.
2 OF 2
0 2 3