HomeMy WebLinkAbout7.3-158LIST OF DRAWINGS
Sheet
1
Title Sheet
Sheet
2
Floor & Site Plan
Sheet
3
Elevations and Sections
Sheet
4
Details a
Sheet
5
Plumbing & Electrical Plan
Sheet
6
Location Map & Single -Line Diagram
Sheet
7
Site Lighting Plan
Sheet
8
Panel & Control Schedule
Sheet 9 Site Lighting Plan -
Electrical Details
CONVENTIONAL SYMBOLS
SECTION LINE ' A LEVEE
-- RIGHT -OF -WAY RAILROAD TRACKS
- CENTERLINE - WALL
— — — — — EXISTING TOPO _ _ _ = CULVERT
FENCE HEDGE
GUARD RAIL
UTILITY SYMBOLS
w -
WATER LINE
S ---
SEWER LINE'
G --
GAS LINE
o , --
OIL LINE
BURIED TELEPHONE
oo
AERIAL WIRE
CABLE
0
AERIAL CABLE
M.H.
MANHOLE'
-0-F.H.
FIRE HYDRANT
P.P.
W.M.
-w
POWER POLE
❑
WATER METER
W.V.
®
EXISTING MONUMENT
WATER VALVE
G.M.
13
FUTURE MONUMENT
®
GAS METER
S. L.
G.V.
STREET LIGHT
Q
GAS VALVE
T:
-3 A-
DEPARTMENT
PLANS FOR THE
t
OF PUBLIC WORKS
L0 a MA 0
L �, IN
AREA RESTROOM
AND SECtiRITY LIGHTING
LWCF# 06 -01268 /,LAVCF#
W
� IF
OSEDALE HWY.
� HWY 5 8 07ROJECT
CROSS VALLEY
ANAL �
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�ST
CALIF(
PICNIC
BUILDING
STEM
06 -01279
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14151 M M ii
LOCATION MAP
NOT TO SCALE
1
STATE OF CALIFORNIA
CONTRACTOR MUST POSSESS THE FOLLOWING
VALID LICENSES; CLASS B
APPROVED BY THE CITY COUNCIL'
CITY CLERK
�'�`` �....a -� DATE November 18,19Q,3
APPROVAL RECOMMENDED
I'
64d -
PUBLIC WORKS DIRECTOR
k ASSISTANT PUBLIC WORKS DIRECTOR
is -3i 93 s
DESIGN EN ri
R.C.E. 23121
EXPIRES DECEMBER, 1989
File NaMei PARKTITL Job No, 48506
PLANS FOR THE CONSTRUCTION .,OF
KERN RIVER PARKWAY GRUOP PICNIC NO 1
AREA RESTROOM --' STORAGE BUILDING 9
-J AND SECURITY LIGHTING SYSTEM SHEETS
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PLAN VIEW
SCALE., 318. =1'
s�
SCALES NOT TO SCALE
1. CODES ARID MANUALS:
UNIFORM BUILDING, PLUMBING, AND MECHANICAL CODES, CURRENT EDITIONS,
NATIONAL ELECTRICAL CODE, CURRENT EDITION,
OTHER APPLICABLE CODES AND ORDINANCES REQUIRED BY THE LOCAL AUTHORITY,
(CURRENT EDITION SHALL BE THE EDITION AT THE TIME OF BID OPENING)
2, GENERAL:
TYPICAL DETAILS AND GENERAL NOTES APPLY IN ALL CASES UNLESS
SPECIFICALLY SHOWN OTHERWISE ON THE DRAWINGS.
WHERE NO DETAIL IS SHOWN, CONSTRUCTION SHALL BE AS SHOWN FOR
OTHER SIMILAR WORK,
NO DEVIATIONS FROM THE DESIGN DRAWINGS ARE PERMITTED WITHOUT
THE PERMISSION OF THE ENGINEER,
ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE
STANDARD SPECIFICATIONS AND ANY LOCAL ORDINANCES,
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS
SHOWN ON DRAWINGS,
IF FIELD CONDITIONS ARE NOT AS SHOWN ON DRAWINGS, OR IF INTERFERENCES
TO CONSTRUCTION ARE DISCOVERED, CONTRACTOR SHALL NOTIFY ENGINEER
BEFORE PROCEEDING WITH WORK,
SHOP DRAWINGS SHALL BE FURNISHED FOR REVIEW BEFORE ANY FABRICATION
AND ERECTION IS STARTED, POORLY EXECUTED SHOP DRAWINGS SHALL BE
REJECTED AND RESUBMITTED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE
SHORING FOR ALL PARTS OF THE STRUCTURE DURING CONSTRUCTION,
ALL TRADES SHALL COORDINATE AND VERIFY ALL OPENINGS IN FLOORS, ROOF,
AND WALLS AND BEAMS WITH THE GENERAL CONTRACTOR,
3, LUMBER:
ALL LUMBER SHALL BE D.F. #2 OR BETTER UNLESS OTHERWISE-
INDICATED,
BENCH MARK.
396.47 TOP OF CONCRETE MONUMENT,
WLY L,H, @ P,I, TRUXTUN AVE & EMPIRE DR,
FF,B, 0036 PG, 3
BASIS OF BEARING:
S 90° E STA 149 +30,32 E,C, TRUXTUN AVE,
PHASE II PG, 15 & STA 157 +86.38 B.C.
TRUXTUN AVE, PHASE I PG, 3.
`:3 15�
File Nome: 69707 -1 Job No. 69707/79902
,I
HOSE BIBB
(IN BOX)
RIGHT --SIDE ELEVATION
SCALE : 3/8 " =1"
(LEFT -SIDE OPPOSITE)
MAINTAIN AI IN HORIZONTAL
STEEL CONTINUOUS
AROUND CORNER (TYP.)
#4 BAR @ 24" O,C. VERT,
#4 BAR @ 32' O.C, HORIZ.
ALL WALLS,
f7LL L/\ 1 L_FVIUft k - UINt. DI,OCK
SHALL BE 8x8xl6 STRIKE
ALL JOINTS, BLOCK SHALL
BE LAID IN RUNNING BOND.
SIMPS❑N STRONG -TIE
A34 @ 24' D,C,
EACH SIDE
�\_2x8 TOP
PLATE
3/4'Ox10'A,
@ 48' 0. C.
CONCRETE TILE ROOFING
1 ► ►� ►1 � � ►� ►lam ►lam � ►r �_ ►I_ � ►� ►I
4 BOX IN ALL
EXPOSED EAVES
7/8' STUCCO (TYP.) WITH 7/8' STUCCO
2 - #4 BARS AT (TYP.)
TOP OF WALL TYP.
4' C.M,U. WALLS STEEL GRATING
PRE- GLAZED MASONARY 2- #4 BARS
COLD WATER ONLY UNITS FULL HEIGHT, IN BOND BEAM TYP,
8' CMU AT LAV. -PLUG - - 2 1/4'
WALL HOLE, FOR HOT
WATER VALVE 1 1/2' 0 SS -
HANDLE, GRAB BARS #4 @ 24' a/c
(TYP.) VERT, STEEL.
o
(TYP.) CENTER
T I -
s
IN WALL
o
as —
� I I
N N T.P. CABINET
�-1
1 / L Hose see L� / ��� -1 L!J ` I
TKI
2 #4 BAR - ` \18'x18' CON C BOX> A,A, WIRE PRODUCTS
HORIZ, (TYP,) `- FOOTING CO. # AA600, SGA.
4'CONC, SLAB OVER 'BLOCK TRJS' 8' O.C. 11-6
6x6 10 GA. WWM 2' SAND FILL HORIZ. (TYP.) EMBED
W/ VAPOR BARRIER IP.TO 8' BLOCK WALLS SLJPE FLOOR
BENEATH ALL <F,,' MIN.) TO DRAINS,
NOTE:: TOP FRONT LIP OF H,C, SLABS &
URINAL MUST BE 17', SIDEWALKS (TYP.)
12'xl2" CONT, FOOTING TYP,
OF ALL INTERIOR 4"
S EC TICS IVT �— A BLOCK WALL FOOTINGS
SCALE: 3/8" =1' -021
G ..17 Tl C- 111 1/ ..'") A A S I IAATAI; I \A A TTTrl /(-KIT
#8423' LIGHT FIXTURE
VANDAL RESISTANT 15
?E SODIUM (EACH END)
SIM
GLI
'RIVACY WALL'
4OT SHOWN
3/8" =1' File Name: 69707 -2 Job No. 68701
i
/
HOSE BIBB
(IN BOX)
4
SHALL BE 8x8x16 STRIKE
ALL JOINTS, BLOCK SHALL
BE LAID IN RUNNING BOND.
RIGHT- SIDE ELEVATION
SCALE + 3/8' =1'
(LEFT -SIDE OPPOSITE)
MAINTAIN HORIZONTAL
STEEL CONTINUOUS
AROUND CORNER (TYP.)
AR @ 24' O,C. VERT.
4R @ 32' D.C. HORIZ,
WALLS,
SIMPSON STRONG -TIE
A34 @ 24' O,C.
EACH SIDE
2x8 TOP
PLATE
3 /4'0x10'A;
@ 48' O.C.
CONCRETE TILE ROOFING
2x8 R.R. @ 24' o/c --J
7/8' STUCCO (TYP.)
2 - #4 BARS AT
TOP OF WALL TYP.
4' C,M.U. WALLS
PRE - GLAZED MASONARY
COLD WATER ONLY UNITS FULL HEIGHT.
8' CMU AT LAV. -PLUG
WALL HOLE, FOR HOT
WATER VALVE
HANDLE.
n E2
1
T
n o
N
REGISTERED CIVIL ENGINEER
CITY OF CAI <FRSFIFLD
1501 TRUXTUN AVE.
BAKERSFIELD, CA 93301
LIGHT
STEEL GRATING
2 1/4'
1 1/2' 0 SS
GRAB BARS
lj
(TYP.)
v�
1
tU
i . -1
QROF'ESS /0
i� ARTHUR LEE MOORE �+
W No. 23121 �
*
Exp. 12-31-93
c' ► v`��
CAt-�F
-BOX IN ALL
EXPOSED EAVES
WITH 7/8' STUCCO
(TYP.)
�- 2- #4 BARS
IN BOND BEAM TYP,
/- #4 @ 24' o/c
VERT, STEEL
(TYP.) CENTER
IN WALL
— T.P. CABINET
HOSE BIB �\
2 #4 BAR 18'x18' CONT
(IN BOX) A.A, WIRE PRODUCTS
HORIZ, (TYP .) FOOTING 4'CONC. SLAB OVER CO. # AA600, 8GA.�`
'BLOCK TRUS' 8' O.C, 1 6
6x6 10 GA. WWM 2' SAND FILL HORIZ, (TYP.) EMBED
W/ VAPOR BARRIER INT❑ 8' BLOCK WALLS SLOPE FLOOR
BENEATH ALL
NOTE+ TOP FRONT LIP OF H.C. SLABS & (6' MIN,) TO DRAINS,
URINAL MUST BE 17 SIDEWALKS (TYP.)
121x12' CONT, FOOTING TYP,
OF ALL INTERIOR 4'
SECTION A- A BLOCK WALL FOOTINGS
SCALE:. 3/8" =1'- 0"
..1 7 nr" "1 1 / . .-1 A A l I IIAT1,11 ILA A TTT /r-KIT
#8423' LIGHT
VANDAL RESIST
:E SODIUM CEAC
'RIVACY WALL
40T SHOWN
REAR, ELEVATION FRONT
ELEVATION
SCALE + 3/8' =1' SCALE
= 3/8 " =1'
3/8 " -1 File Name: 69707 -2 Job No.
68701
LWCF# 06— 01268 /LWCF# 06-01279
Dad 2, 1992
KERN RIVER
>� WN
Phfi Burns
GROUP PICNIC AREA RESTRO M
PROJECT EM
NIG
Brad Underwood
ELEVATIONS AND SECTION
DGNGIN
Arthur Lee Moore
CITY OF BAKERSFIELD
NO 3
CALIFORNIA
FNrrTNFFR.TNCT nFP ARTMFN
OF
'I
EXTEND 6x12 BEAM
6" BEYOND ROOF.
PROVIDE 45° CUT
ALONG EDGES.
DBL. R.R. --�
2 #4 BAR HORIZ.
SUPREME LIGHTING
904 DL SERIES -24"
FLUORESCENT LIGHT
-2x6 @ 5' -4" O.C. 4 FIXTURE WITH 4 EA.
F -20 BULBS (OR
APPROVED EQUAL). --
1/4" CLEAR POLYCARBONATE,
"LEXAN" OR APPROVED EQUAL
NOTCH TO CLEAR BOLTS
ANCHOR BOLT 2 x 4 NAILER TO
BLOCK TO SUPPORT LIGHT FIXTURE.
(2 BOLTS PER NAILER)
ONE PAIR HINGES
CUT 2 EA. 3" Z HOLES IN EACH
END OF BOX FOR VENTILATION
• • CONSTRUCT 27"x 18 "x 8"
1/2" PLYWOOD BOX
ENCASING LIGHT FIXTURE
PAINT 16 1/2"
INTERIQR
AS REQUIRED. 8 SURFACES TO SECOND LIGHT
4
/-- CONNECT RR TO BEAM 3 "x 2 "x 1/4" WELDED ---`
WITH SIMPSON B SLOPED
CONTINUOUS ANGLE J JUNCTION BOX
HANGERS (TYP.) FRAME }
FROM PANEL
2X8 SOLID BLKG. 2 SPANS
@ 4' O.C. 6
4
�— DBL. R.R.
4
4
SIMPSON GLBSA
ROOFING PLAN TYP. (8 PLACES)
SCALES 1/4' =1' -0'
2x8 R.R., @ 24" O.C. DF #2 (TYP.)
5/8" CDX PLY SHEATHING
WITH 8d @ 6" ' O.C.E.N.
12" FIELD
2x10 FACIA
NOTCH @ DBL. R.R.
7/8" STUCCO (TYP.) 2x6 @ 5-0" O.C.
TOE -NAIL INTO R.R. EA. END
DETAIL
SCALE: 1 " =1' -0»
DBL. R.R. 5/8" 'CDX' PL
2X8 _ RR @ 24" O.C. 5/8" CDX PLY SHEATHING SHEATHING
2 X 10 FACIA 2 x 8@ 24" O.C. R.R.
DF #2
3 "X2 "X1 /4" WELDED
CONTINUOUS ANGLE
FRAME
i wrvi r niv�.� o
7/2" x 5 1/2" WEDGE ANCHORS,
ao 2 EA. SIDE, TOP &BOTTOM
i LIGHT DETAIL
" ^ " "' T" r ^OOFING
STRONG -TIE
H SIDE .
7/8" STUCCO (TYP.)
SCALE 2" = 1' -0"
1/4" CLEAR POLYCARBONATE
1/2 Xb 1 /2" WEDGE ANCHORS
2 EA. SIDE, TOP & BOTTOM
,�-- 2 "X1 "X1 /8" CLIP AT EACH
j WEDGE ANCHOR (4 TOTAL)
CLIP SHALL FIT TIGHTLY
AGAINST POLYCARBONATE
SHEET.
8" C.M.U. WALL
O •
CLIP DETAIL
SCALE 4 " =1' -0"
'x 3" TRIM (TYP.)
8 TOP PLATE
x 10" A.B. @ 48" O.C.
RAFTER /WALL CONNECTION
SCALE, 1» = 1,_0»
SIMPSON A34
@24" O.C. EACI-
2X8 E
3/8" STUCCO
SIMPSON
2x8 SOLID BLOCKING
2x10 FACIA
7/8" STUCCO (TYP.) -----
EXTRUDED ALUMINUM LOUVERS
12 GUAGE BLADES AND FRAME
4" LOUVER DEPTH, 5" BLADE
CENTER, 45' BLADE ANGLE.
°" ^ ^`C PLY SHEATHING
3L 2x8 R.R.
REGISTERED CIVIL ENGINEER
CITY OF BAKERSFIELD
1501 TRUXTUN AVE.
BAKERSFIELD, CA 93301
CONC.TILE ROOF
SIMPSCN A34 EACH SIDE
5 18" CDX PLYVJOCO
r '
7/8" STUCCO (TYP.)
24" 2 x8 R.R. @ 2.4" O.C.
OVERHANG 6x8 DF #1
CONNECT FRAME PER
MANUFACTURERS
RECOMMENDATIONS
2'- 6'
#4 BAR (2 EACH) HORIZ. ABOVE AND /OR
BENEATH EACH OPENING AS APPLICABLE
10' -0"
6' -10 1/2" II
U
#4• BAR @32" O.C. HORIZ.
H
II 8" CMU WALL GROUT SOLID
li
�� #4 BAR @ 24" 0. C. VERT.
i CENTER IN WALL.
Il
II PREGLAZED MASONRY COVE
II -- BASE UNIT ALONG INSIDE OF
4" SIDEWALK
SLOPE (TYP.) BUILDING. (TYP. ALL WALLS)
d
-
° e It' •• ' a e �
18' i► ---,,\-4" CON C. SLAB
2 - #4 BAR CONT.
4
o
3"
24"
5 WALL SECTION
=� SCALE 1" = 1' -0"
NOTE:
BROOM FINISH ALL HORIZO'"JTAL
CONCRETE SURFACES.
K8 TOP PLANE
OTCH FOR AB & MST 48
1/2" X 10" AB @ 48 0. C.
7 DETAIL
4 SCALE Z" = 1' -0"
TYP_Z
73.,x3
1/4'=l# File Name: 69707 -3 Job No. 68701
6x8
SOLI
D BLOCKING
AL
NG
TOP
OF INTERIOR
LLS
(TY
.)
!
2401
24"
'I
!►
o
CV
I I
!
1
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2x8
6x1
R.R.
2 BE
M
24"
O.C.
!
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!
i
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DF
2
!
'
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ir
;
!
►!
!I
Li
Li
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!
6x8
2 #4 BAR HORIZ.
SUPREME LIGHTING
904 DL SERIES -24"
FLUORESCENT LIGHT
-2x6 @ 5' -4" O.C. 4 FIXTURE WITH 4 EA.
F -20 BULBS (OR
APPROVED EQUAL). --
1/4" CLEAR POLYCARBONATE,
"LEXAN" OR APPROVED EQUAL
NOTCH TO CLEAR BOLTS
ANCHOR BOLT 2 x 4 NAILER TO
BLOCK TO SUPPORT LIGHT FIXTURE.
(2 BOLTS PER NAILER)
ONE PAIR HINGES
CUT 2 EA. 3" Z HOLES IN EACH
END OF BOX FOR VENTILATION
• • CONSTRUCT 27"x 18 "x 8"
1/2" PLYWOOD BOX
ENCASING LIGHT FIXTURE
PAINT 16 1/2"
INTERIQR
AS REQUIRED. 8 SURFACES TO SECOND LIGHT
4
/-- CONNECT RR TO BEAM 3 "x 2 "x 1/4" WELDED ---`
WITH SIMPSON B SLOPED
CONTINUOUS ANGLE J JUNCTION BOX
HANGERS (TYP.) FRAME }
FROM PANEL
2X8 SOLID BLKG. 2 SPANS
@ 4' O.C. 6
4
�— DBL. R.R.
4
4
SIMPSON GLBSA
ROOFING PLAN TYP. (8 PLACES)
SCALES 1/4' =1' -0'
2x8 R.R., @ 24" O.C. DF #2 (TYP.)
5/8" CDX PLY SHEATHING
WITH 8d @ 6" ' O.C.E.N.
12" FIELD
2x10 FACIA
NOTCH @ DBL. R.R.
7/8" STUCCO (TYP.) 2x6 @ 5-0" O.C.
TOE -NAIL INTO R.R. EA. END
DETAIL
SCALE: 1 " =1' -0»
DBL. R.R. 5/8" 'CDX' PL
2X8 _ RR @ 24" O.C. 5/8" CDX PLY SHEATHING SHEATHING
2 X 10 FACIA 2 x 8@ 24" O.C. R.R.
DF #2
3 "X2 "X1 /4" WELDED
CONTINUOUS ANGLE
FRAME
i wrvi r niv�.� o
7/2" x 5 1/2" WEDGE ANCHORS,
ao 2 EA. SIDE, TOP &BOTTOM
i LIGHT DETAIL
" ^ " "' T" r ^OOFING
STRONG -TIE
H SIDE .
7/8" STUCCO (TYP.)
SCALE 2" = 1' -0"
1/4" CLEAR POLYCARBONATE
1/2 Xb 1 /2" WEDGE ANCHORS
2 EA. SIDE, TOP & BOTTOM
,�-- 2 "X1 "X1 /8" CLIP AT EACH
j WEDGE ANCHOR (4 TOTAL)
CLIP SHALL FIT TIGHTLY
AGAINST POLYCARBONATE
SHEET.
8" C.M.U. WALL
O •
CLIP DETAIL
SCALE 4 " =1' -0"
'x 3" TRIM (TYP.)
8 TOP PLATE
x 10" A.B. @ 48" O.C.
RAFTER /WALL CONNECTION
SCALE, 1» = 1,_0»
SIMPSON A34
@24" O.C. EACI-
2X8 E
3/8" STUCCO
SIMPSON
2x8 SOLID BLOCKING
2x10 FACIA
7/8" STUCCO (TYP.) -----
EXTRUDED ALUMINUM LOUVERS
12 GUAGE BLADES AND FRAME
4" LOUVER DEPTH, 5" BLADE
CENTER, 45' BLADE ANGLE.
°" ^ ^`C PLY SHEATHING
3L 2x8 R.R.
REGISTERED CIVIL ENGINEER
CITY OF BAKERSFIELD
1501 TRUXTUN AVE.
BAKERSFIELD, CA 93301
CONC.TILE ROOF
SIMPSCN A34 EACH SIDE
5 18" CDX PLYVJOCO
r '
7/8" STUCCO (TYP.)
24" 2 x8 R.R. @ 2.4" O.C.
OVERHANG 6x8 DF #1
CONNECT FRAME PER
MANUFACTURERS
RECOMMENDATIONS
2'- 6'
#4 BAR (2 EACH) HORIZ. ABOVE AND /OR
BENEATH EACH OPENING AS APPLICABLE
10' -0"
6' -10 1/2" II
U
#4• BAR @32" O.C. HORIZ.
H
II 8" CMU WALL GROUT SOLID
li
�� #4 BAR @ 24" 0. C. VERT.
i CENTER IN WALL.
Il
II PREGLAZED MASONRY COVE
II -- BASE UNIT ALONG INSIDE OF
4" SIDEWALK
SLOPE (TYP.) BUILDING. (TYP. ALL WALLS)
d
-
° e It' •• ' a e �
18' i► ---,,\-4" CON C. SLAB
2 - #4 BAR CONT.
4
o
3"
24"
5 WALL SECTION
=� SCALE 1" = 1' -0"
NOTE:
BROOM FINISH ALL HORIZO'"JTAL
CONCRETE SURFACES.
K8 TOP PLANE
OTCH FOR AB & MST 48
1/2" X 10" AB @ 48 0. C.
7 DETAIL
4 SCALE Z" = 1' -0"
TYP_Z
73.,x3
1/4'=l# File Name: 69707 -3 Job No. 68701
DETAIL
SWITCH RACK
EXTERIOR LIGHT FIXTURE
ACME DUNBAR .#8423
VANDEL RESISTANT 150W, 7 '
120V, HIGH PRESSURE
SODIUM. (TYP. 2)
ENERGY SAVING BALLEST'
2u - LAMPS, 120 V, 69 WATT
(SURFACE MOUNTED, VANDEL
RESISTANT) (TYP. 4 }--
FROM 4" WATER METER
® EMPIRE `DRIVE
(BY. OTHERS)
NOTE: FLOOR DRAINS SHALL BE VENTED WITHIN
6 FEET OF THE TRAP
1HRIGA I IUN ' MAIN
LINE AND R.C.V. (BY OTHERS)
SCALEi .1/4' =1'
4 LIGHT FIXTURE
n nnrr�nr►�r i �ni i�r
PANEL A
LIGHTING PLAN
A -10 A -8
LIGHT FIXTURE
4
24 HOUR 1
+48" U.O.t
RESTROOM
LIGHT SWIT
0
c�
Z
Y
a
CL
'a
- FROM METER /MAIN CPS SEE SINGLE LINE DIAGRAM
8'x4'x3/4'
PLYWOOD
M
I I-- 1 "I%i
(BY BUILDING CONTRACTOR) L�
PC FROM PHOTO CELL
48 "x4 "x4" NEMA 1 WIREWAY
3/4 "C, FOR
CONTROL & POWER
SUPPLY I
IRRIGATION (SPRINKLER I (SPRINKLER I !SPRINKLER
BOOSTER CONTROLLER CONTROLLER CONTROLLER
PUMP MA" ( "B" "C" !
STARTER
1 1 /4 "C,18 -1 /C #12--
--- —i
a
TELEPHONE OUTLET
LIGHTING TIME
120V, 20A DUPUX RECEPTICAL
- 1 -1/4 "C
CONTACTOR CLOCK
JUNCTION BOX
TC
TIVE CLOCK
1 "C RL
48 "x10 "x10"
LJ
NEMA 1 WIREWAY
ENERGY SAVING BALLEST
1 1 2 "C
IMER P P
3 "'
SA1
3"
SB1
3"
SC1
I.
AND EXTERIOR 1 1 2 "C PL2
RESISTANT) (TYP.)
A -12
CH
T
SPARE
SPARE
SPARE
1" SPARE CONDUIT,
STUB OUTSIDE 4 FT.
FROM BUILDING (TYP. 4)
P83
f..
'mac
D ETAlL ,
SWITCH RACK
SYMBOL
DESCRIP110N
a
TELEPHONE OUTLET
120V, 20A DUPUX RECEPTICAL
EXTERIOR LIGHT FIXTURE
O
JUNCTION BOX
TC
TIVE CLOCK
1 POLE SWITCH
®
ENERGY SAVING BALLEST
2u - LAMPS, 120 V, 69 WATT
(SURFACE MOUNTED, VANDEL .
RESISTANT) (TYP.)
A -12
�-^
1/2-C, 2/C #12 + #12 GND,PANEL
& CIRCUIT NUMBER, U.N.O.
OCCNDUIT
& CIRCUIT NUMBER
ABOVE GROUND CONDUIT _ RIG'D
STEEL GALVANIZED CONDUIT
UNDERGROUND CONDUIT - SCH. 40 PVC
8
PHOTO CELL
-n`-
LIQUID TIGHT FLEXIBLE CONDUIT
NOTES:
1.) INSTALL A REBAR "UFER" IN THE EXTERIOR
FOOTING NEAR CONDUIT ENTRANCE FOR
GROUNDING ELECTRODE. PULL EQUIPMENT
GROUND TO BUILDING, AND BOND ALL METAL.
NEUTRAL TO REMAIN ISOLATED.
2.) FOR CONDUIT, CIRCUIT SCHEDULES, REFER TO E -004
FLOOR
3.) LIQUID TIGHT FLEXIBLE CONDUIT COUPLINGS
FOR 1" CONDUITS AND ABOVE SHALL HE THE
GROUND �_UG FITTED TYPE.
4.) FOR PROPER FLOOR PLAN LAYOUT SEE
FLOOR ANA SITE PLAN SHEET NO.2
STUB 2" AND 2 -4" WATER LINES 2' -6" BEYOND
SIDEWALK AND RAISE 2" ABOVE GRADE.
6.) VERIFY LOCATION WITH PARKS DEPARTMENT.
�i F
SERVING UTILITIES
1. UTILITY - COMPANY REQUIREMENTS ARE TO BE CONFIRMED PRIOR TO START
OF CONSTRUCTION. VERIFY SERVICE ARRANGEMENTS BY CONTACTING
ELECTRIC COMPANY :
COMPANY NAME : PACIFIC GAS & ELECTRIC CO.
INDIVIDUAL TOM AGUILAR
PHONE : (805) 398 -5972
TELEPHONE COMPANY
COMPANY NAME : PACIFIC BELL
INDIVIDUAL ZANE McGOWAN
PHONE : (805) 631 -3440
t ► 14 1 FIXtiMl
ADAIR PROFESSIONAL REV. DATE DESCRIPTION
ENGINEERING • DESIGN CONSTRUCTION
BAKER.SFIELD, CA 93309 0 6/2 ISSUED FOR APPROVAL
(805) 837 --0195 --
DATE DRAWN BY CHECKED BY ENGINEER SCALE
APRIL 1992 S.C. SHANL.EY C. AMARIKWA NONE
APPR PLOT SCALE PROJECT NO. PROJECT DFAWING NO, REV, --
j�� 1 1 1048 E-001 0
GENERAL NOTES
1. ELECTRICAL WORK SHALL COMPLY WITH THE: REQURRMENTS OF THE
NATIONAL ELECTRICAL CODE AND AUTHORITIES HAVING .URISE+ICTI;lN.,
2. THE CONTRACTOR SHALL EXAMINE THE CIVIL, ARCHITE'`IURAL., MECH-
ANICAL, AND OTHER RELEVANT SHEETS OF THE PLANS AND OSIT THE
SITE OF' THE NORK, TO FAMILIARIZE HIMSELF WITH EXISTING
CONDITIONS AND ASCERTAIN THE WORK ENTAILED IN
THIS CONTRACT. BY SUBMITTING A BID FOR THE WORK, THE
CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH E:XAM'NATION,
AND THAT HE IS FAMILIAR WITH AND ACCEPTS THE CCIdDiT1CNS OF
THE JOB AND SITE.
3. CONTRACTOR SHAD- VERIFY THE EXACT LOCATION OF ALL F XTURES, `
SWITCHES, RE'EPTACLES, OUTLETS, ETC. VEITH THE ARCHITECTURAL
AND INTERIOR PLANS AND ELEVATIONS. ALL DETAILS AND
DIMENSIONS SHOWN ON THE ARCHITECTURAL DRAVlNGS TAKE
PRECEDENCE OVER ELECTRICAL DRAWINGS.
4. UNLESS OTHERWISE NOTED OR SHOWN, THESE DRAWIN, S AND
SPECIFICATIONS DO NOT INDICATE METHODS OF CON STIR UCTION.
THE CONTRACTOR SHALL SUPERVISE AND D,RECT THE WORK AND BE
SOLELY RESFONSIBLE FOR ALL CONSTRUCTION MEANS, 'OIETHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES.
5. CONDUIT RUNS ARE SHOWN DIAGRAMMATICi�_LY. CONTRACTOR TO
DETERMINE THE EXACT LOCATION IN THE FIELD.
6. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL DI- itONNECT
SWITCHES, S- ARTERS, SWITCHES, RELAYS, tCONTACTOR.;, CONDUIT
AND WIRING REQUIRED FOR THE OPERATION: OF ALL EUJIPNkNT
INSTALLED BY ALL TRADES UNDER THIS CONTRACT, IN ,LUDING -
CONDUIT AND WIRING AND EMPTY CONDUIT. OBTAIN
MANUFACTURER'S REQUIREMENTS, WIRING CIAGRAMS AND
INSTALLA11ON DETAILS, REVIEW ALL EQUIPMENT CONTRCL SYSTEMS,
VERIFY THE ABOVE REQUIREMENTS, AND PROVIDE AND ` NSTALL THE
NECESSARY ITEMS IN FJJH COMPLIANCE WITH MANUFACTURER'S
RECOMMENDATIONS AND ALL APPLICABLE CODES.
7. WHERE EQUIPMENT AND CONTROLS, WHICH THE CONTRACTOR
FURNISHES, REQUIRE DIFFERENT WIRING THAN THAT INDICATED .
RESULTING IN CHANGES IN WIRING AND AS-SOCIATED EOUIPM=.NT,
SUCH CHANCES SHALL BE MADE BY THE CONTRACTOR AT r13
ADDITIONAL CAST. CONTRACTOR SHALL OBTAIN THE 0.RCHI "1_CT'S,
APPROVAL OF SUCH CHANGES BEFORE CONSTRUCTION.
8. ALL RACEWA) S, BOXES, FITTINGS, CONDUCTORS & DE�1;:ES 'HAT
SERVICE OWNER AND UTILITY FURNISHED E ?UIPMENT S,-ALL BE
PROVIDED & INSTALLED PER THE REQUIREfENTS OF THE 7I14ER,
UTILITY & MFR. THE CONTRACTOR SHALL VERIFY THESE REQUIREkENT
PRIOR TO INSTALLATION. DISCREPANCIES SHALL BE RE''ORTED TO
& RESOLVEC BY ARCHITECT PRIOR TO INSTALLATION.
9. THE CONTRACTOR SHALL DO ALL EXCAVATI'�G AND BACKFILL.
NECESSARY TO COMPLETE THE INSTALLATION OF THE l,ONDUITS
AND CABLES.
10. ALL EQUIPMENT SUCH AS ENCLOSURES, METALLIC CONUATS,
JUNCTION BC XES, FIXTURES, AND ALL 0TH R APPARATUS SHALL
BE PERMANENTLY AND EFFECTIVELY GROUt DED.
11. OVERCURRENT PROTECTION AND DISCONNECT MEANS SHALL NE
INSTALLED OV ALL MOTORS AND PANELS TO COMPLY MTH CODE.
12, EXTEND CON :UIT TO ROOF - MOUNTED HVAC EQUIPMENT WITH'N ROOF
CURBS.
13. ALL ELECTRICAL EQUIPMENT EXPOSED TO WEATHER OR INSTALLEC
OUTDOORS 34ALL BE WEATHERPROOF TYPE.
14. ALL EMPTY I;ONDUITS SHALL BE EQUIPPED WITH FULL ROPES.
15. CONDUCTORS SHALL BE COPPER, RATED 6COV, TYPE 11iHN /`"iWN.
UNLESS OTF-E:RWISE NOTED.
16. ALL JUNCTION BOXES SHALL BE MOUNTED IN ACCESSIB "_E LCCATGDNS.
17. ALL CONVENIENCE OUTLETS LOCATED OVER SINKS, COUNTERS, AND
LAVATORIES SHALL BE GFI TYPES AND MOUNTED 6" AE:OVE
SPLASH, UNLESS NOTED OTHERWISE.
18. INSTALL EMERGENCY BATTERY PACK IN EACH FIXTURE 'fNC'7l D WITH
BP.
19. THE COLOR OF ALL LIGHTING FIXTURES IS :ABJECT TO THE
APPROVAL OF THE ARCHITECT.
20. FIXTURES MARKED "NL" SHALL BE WIRED D'RECTLY TO THE CIRCUIT
BREAKERS V/iTHOUT GOING THRU ANY SWIT HES, TIME CLOCK OR
CONTACTORS SO AS TO REMAIN 'ON* 24 HOURS.
21, A LIGHTING FIXTURE TYPE INDICATED IN A ROOM IS TYP'CAL FOR ALL
VFP
FIXTURES" IN THAT ROOM UNLESS OTHERWISE NOT_D.
22. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE
pi G, �N X10 ELECTRICAL AND TELEPHONE UTILITY COMPANIES.
ti
ro 13. ' CONTRACTOR SHALL OBTAIN SERVICE DRAWINGS FROM '!T1LIT,FS AND .
SUBMIT (2) COPIES TO THE ARCHITECT FOR REVIEW PRIOR . TO
r4o. F5322, CONSTRUCTION OF SITE SERVICES.
24. EACH'CIRCUIT SHALL INCLUDE A SEPARATE GROUND %1 ;tE, MIN, f 2
,.
OR A� NOTED,
#V 25. EQUIPMENT E,IJD OUTLETS ON EMERGENCY CIRCUITS SHALL H:
�!
CLEARLY IDENTIFIED USING COLOR CODING
LABEL INU',CATI VG
PANELBOARCJ CIRCUIT NUMBER.
LWCF #06 - 01 268 / LWCF #06 -- 01479
BY APPVD. CITY CF B
KERN RIVER PARKWAY
s.c.s.
LOCATION MAP & SINGLE -- LINE DIAGRAM
DRAWING NO. _ M REV.
-6 OF 9
}
. c
I
EXIST. 50' POLE
EXIST. 50' POLE
W/TRANSFORMER !, I f---J
POLE
IRMER
PG&E RISER & NEW POLE
7
r
MOUNTED TRANSFORMER
LOCATION (N/E.QJADRANT)
------------
✓
EXISTING BOOSTER
PUMP AND P.G.& E.
SERVICE
Pil P12 P9
__--------Q.am-- STUBOUT 1" PVC 0-1
(TYPICAL OF 5)
1-4" PVC, SCH. 40
SERVICE CONDUIT
Stigo��oT Ty 17*00%20"� DEEP
P 6
FULL TRA-7FIC RATED - ---------- - - - --0
-0
P8
L CONCRETE BOX, )s - — — — — — — — — — — — — — — P7
-3526
rlsN PG&E COOE 04
`�A
TION 6" EXTENSION
vo) Plo W 12" TOO SEC'
- — — — — — — — — — — — — — — — — - 0- 'IP05
P13
P14
P15
P87 1-4" PVC, SCH. 40
SERVICE CONDUIT
RESTROOM
FOR PLAN, SEE DWG. E-003
NOTE 1 1000,
TAIL
DE 110,
x
100,
1 1/2-C
PARK 5
�_o 0
LUMINAIRE :,:'� .. r / i
1 1/2 C (TOTAL OF 18)
-
-
P89
1 i/2"C Ll 1/2 C A
3
SEE NOTE 2 — — — — — — — — — --- — — — — /"-
_el
— — — — — — — — — — — — — P4
OA 46.1 P2
8 L. --- I -
Pi
0 — — — — — — — — — — .__..__.-- ..r--{?------- - -_. -- — — — -- P135
P16
P18 P17 PB6
I _T, T7 - __ - -7- - - 411,
i- T r- ---- ---- - - ---- -
77 Tj
T
�j
i I I i I I i 1 1 1 1 : 1 , / ) , i , � , , ; : ; � : :,I ; : :� � t� I-- o
� I . I I L___� B P84
44-00 / -- 0
5+00 -t- 7+00 8+00 11,0+00 11+00
L
N_56'41'32"E --------- ---------- -I - - --
AZ
- - - - - - - - - - - -- = - - - - - - - - - - - - - - -
P19 F-20 P21
71,
'P23 — — — — — - — — — — — — ILL. -I.-L L J I L J-.1 L L -1 -.1
P2
E�ISTI
NG P82 LMT OF PHASE 1
RI VEN LE VE (TYP-) PARKING LOT
E
r
1 1/2" PVC, SCH. 40 CONDUIT
F
rrty OR COIN TELEPHONE & IRRI- EXISTING RIVER LEVEE
P 2 4 GA11ON MANAGEMENT SYSTEM DETAIL
2 r
ROADWAY
LUMINAIRE
(TOTAL OF 7) //--'FINISH GRADE
L
_J
EXISTING
CENTER CAL
__j TLOPMENT
X,
1>
w
2" CONDUIT (BY TELEPHONE CO.)
'2
o
Z7
10
rl)
SECTION A
SCALE: NONE \<,_�
NATIVE BACKFILL
PLASTIC YELLOW
RIBBON MARKED
'CAUTION'
SERVICE AND
LIGhTING CONDUIT
PVC SCH. 40
(TYPICAL)
ROCK-FREE FILL
PRIMARY CONDUIT
PVC SCH. 40
(NO ENCASEMENT)
ROCK-FREE FILL
M-1 *1
9. !r
1.) FOR CONDUIT/CIRCUIT AND PANEL SCHEDULE, SEE DWG. E-004.
4t�
i
TO BEACIl PAF%`.K
LEGEND
PU CONDL'IT/CIRCUIT DESIGNATION
SEE DWG;`-Er-004
0 POST R WARS "WMINAIRE
0--C ROADWAY LUMINAIRE WITH ONE FIXTU-Z
ROADWAY LUMINAIRE WITH TWO FIXTURES=-"
1- PVC, SCH, 40, BURIED 24" MIN. U\ILESS N-0 Ti
3 CONDUIT STUB OUT FOR FUTURE LIGhTING-.
17"Wx5o*Lx24* DtEP PLASTIC TELEPhONE'°_PJLL
BOX [191 THROUGH PB9]
r -i
L J FULL TRAFFIC CONCRETE BOX
4
CONDUIT & WIRE SCHEDULE
COND.
NO.
COND.
SIZE
PANEL
"A" SCHEDULE
DESTINATION
LENGTH
FEET
PANEL 30 PANEL A
BUS: AMP 100 AMPS
MFR.
SQ -D OR EQUAL LOC. UTILITY ROOM
VOLTS 120/208 V 4W FEEDER
MTG. SURFACE MAIN MLO
SEC. 1 -LINE AT CONTROL PANEL
DESCRIPTION
VOLT -AMPS
OUTLETS
BKR.
BUS
CONNECTION
BKR.
OUTLETS
VOLT -AMPS
DESCRIPTION
A
B
C
LTG
REC
MISC
AMP
P
P
AMP
MISC
REC
LTG
A
B
C
PARK LIGHTS t -Pa)
600
3
A
20
3
1
3
5
7
9
11
13/1
15n
17/-`\
19/1
21
23n
25n
27!1
29/-'\
SI
WIREWAY CK EWAY
PANEL "A" ML .
2
4
6
/� 8
10
n 12
/114
n 16
n 18
f120
22
/124
26
n 28
30
20
P
3
60C
PARK LIGHTS [P1O -P18]
28.2
600
3
1 "PVC
4 -1 /C #12
--
-
ROADWAY LIGHTS
(P19 -P25], P63
-
—
PL1
3
6 -1 /C #12
600
PANEL "A"
rpi ARK gu] trs, Pea
208K
600
3
1 1 2 "PVC
/
6 -1 C 12
/
—
-
PARK LIGHTS, PB3
(Pt0 -P18]
-
—
PC
3
3 -1 C 12
_ / #
.14
600
PHOTO CELL
ROADWAY LIGHTS (Pig--P25)
900
120V
3
3 "PVC
CITY
20
3
IRRIGATION PB -4
VALVES
1
20
SPARE
8
65C
RESTROOM LIGHT & TC.
PB -4
900
1200
3
4
S81
—
1
20
PB -5
3
300
SPARE
UTILITY ROOM LITE
1
20
3
600
PHONE &OUTLET
SPARE
2300
CONTROLLER "C"
1
1301
1
15
1
20C
PB -5
LIGHT CONTACTOR
SPARE
2300
PL3
1 1/2" PV
6 -1 /C #12
1
30
1
1
15
1
1 1/2-PVC
6-1/C #12 _
2,4,6
150
PB -8
SPRINKLER CONTROLLER A
IRRIG. PUMP CONTROL
200
1
15
1
1
15
1.
150
SPRINKLER CONTROLLER B
FUTURE FLOOD LITE
800
4
20
1
1
15
1
150
SPRINKLER CONTROLLER C
SPARE
15.00
1
20
1
1
20
1
1500
SPARE
15300
CONNECTED LOAD
4600
2000
1600
2550
1350
CONNECTED LOAD
LOAD TYPE
CONNECTED
LOAD
DEMAND
FACTOR
D MAN
LOAD
LOAD .TYPE
(ANNECTE
LOAD
DEMAND DEMAND
FACTOR i LOAD
LIGHTING
RECEPTACLES, FIRST 10,000 W. OR LESS
RECEPTACLES, REMAINING LOAD
; 8350 W.x125i.= 10,438
600 W.x1007r 600
W.x125%=
COLUMN TOTAL= 11038
W.
W.
W.
W
LARGEST MOTOR
REMAINING MOTORS
MISCELLANEOUS
SPARE
_
W.x125%.= W.
W.)(1 007.= W.
850 W.x1007.= 850 W.
7600 W.x1257.= 7600 W.
COLUM;V TOTAL= 9200 W.
DEMAND LOAD : TOTAL
= 20238 WATTS
208 PANEL VOLTAGE
_ f
= 56 — AMPS
CONDUIT & WIRE SCHEDULE
COND.
NO.
COND.
SIZE
No. OF WIRES
SIZE -Cu THW
PANEL "A"
CKT #
DESTINATION
LENGTH
FEET
LOAD
KVA
SERV.
VOLTS
REMARKS
FROM
TO
MP
2 "PVC
PROVIDED BY PG&E
12KV
MS
4 "PVC
PROVIDED BY PG&E
208V
PS
2 "RGS
4-1/C #3/0
/ # /
METER -MAIN
SWITCHRACK
WIREWAY
208K
A
1 1 4 "RGS
/
4-1/C 2
/ #
MAIN
SI
WIREWAY CK EWAY
PANEL "A" ML .
208K
P
1 1 /4 "RGS
3-1/C #2
IRRIGATION
BOOSTER PUMP
28.2
208K
RL
1 "PVC
4 -1 /C #12
7,9,11
PANEL "A"
ROADWAY LIGHTS
(P19 -P25], P63
208K
PL1
1 1/2-PVC
6 -1 /C #12
1,3,5
PANEL "A"
rpi ARK gu] trs, Pea
208K
PL2 .
1 1 2 "PVC
/
6 -1 C 12
/
2,4,6
PANEL "A"
PARK LIGHTS, PB3
(Pt0 -P18]
2OSK
PC
3 4 "RGS
/
3 -1 C 12
_ / #
.14
LIGH T
CON
CONTAACC TOR
PHOTO CELL
120V
SA1
3 "PVC
CITY
SPRINKLER
CONTROLLER 'A
IRRIGATION PB -4
VALVES
SPARE
2 "PVC
+
PB -4
S81
3 "PVC
SPRINKLER 'B"
PB -5
SPARE
2 "PVC
PB -4
SC1
3 "PVC
CONTROLLER "C"
PB -5
SPARE
2 "PVC
PB -5
PL3
1 1/2" PV
6 -1 /C #12
1,3,5
PB -6
PB- 9
PL4
1 1/2-PVC
6-1/C #12 _
2,4,6
PB -7
PB -8
NOTE: ALL PVC CONDUIT SHALL CONTAIN A #12 AWG GREEN GROUNDING WIRE
FUTURE
20/1 P TIM[:
CLOCK
FUTURE PLAY AREA
FLOOD LIGHTING
[120V BALASTS]
20/3P
�
TO ROADWAY LIGHTS
[208V BALLASTS]
—o
20/3P
n
1
ITO PARK LIGHTS
01 0 P10 --18
[208V BALLASTS]
-�1
20/3P
n
^ TO PARK LIGHTS
ld P1--9
[208V BALLASTS]
—iii --
A -I
t
Lc 10 -- POLE LIGHTING CONTACTOR
— — — .—� TC 1-- — FUTURE FLOOD LIGHTING
NEST / CONTROL TIMER
A /1P I SWITCH
-�� 120V PHOTO CELL
SPR. CONT.
0 A
15A/1 P H A I--
OLS
-0 B COIL IRRIGATION BOOSTER PUMP
CI`_
N
CONTROL SCHEMATIC DIAGRAM
a: No. ESK'329
.�t
T Rli ,
t
FIXTURE TYPE A
PRECAST ALUMINUM HOUSING
IMPACT RESISTANT REFLECTORS
HPS LUMINAIRE 208V BALLAST,
150 WATT LAMP MWC
CAT. #+iB-150HPS-MT-VA-DBZ
2-7/8- O.D. CAST ALUMINUM
POLE TOP TENON
SECOND ARM AND
FIXTURE REQUIRED
FOR POLES P21
AND P25 ONLY
OCTAGONAL CONCRETE POLE,
CENTRECON, CAT #SBO-5-7#412, b
NATURAL POLISHED GREEN WITH 0
2-7/8- CAST AL POLE TOP TENON
ou-)
1 5/8" x 6 HAND HOLE WITH
CAST ALUMINUM COVER AND
TAMPER-PROOF SS SCREWS
rB •
TRIM POURED SEPARATE -
OF FOUNDATION SLOPE
rc
Ism
1/4- AWAY FROM POLE
I H —I— 1i FINISH GRADE
10
X;�\x
c, ;i
C,t
6"
�j
+
A
N.
DETAILrT--,N
TYPICAL FOR
o
POLE P1 THRU P1 8��
ip
SCHD 40 PVC, UL LABELED
SEE PLAN FOR CONDUIT NUMBER
COUPLING
I" RIGID STEEL GALV. ELL
PLASTIC COATED.
3/4- x 24- GALV. ANCHOR BOLT
WITH HEX NUTS & WASHERS
10" DIA. BOLT CIRCLE
6 1/8" POLE BOTTOM DIA.
7/8- DIA. HOLES FOR
3/4" DIA. GALV.
ANCHOR BOLT. (TYP. OF 4)
2F-60
SECTION B�-
PARK AREA LIGHTS
POLE BASE
2
U)
FINISH GRADE
4
SCHD 40 PVC, UL LABELED
V4 I SEE PLAN FOR CONDUIT NUMBER
COUPLING
7- 1* RIGID STEEL GALV. ELL
PLASTIC COATED.
4 1" x 36" ANCHOR BOLTS GALV.
E3 = 2-6*
10
4A
Q
4
Ix,