HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/9/20193/19/2019 9:52 AM MBG Y.WRAJGFU LD UMHY BOARDA18085 GWOVOOD SUMATIOM0400CAMSHMSWE ELKTRKALW085C4-01DWG
1!19/201910.02 AM MBG YAWINGFIELD UTILITY BOARD\18085 GLENWOOD SUBSTATIONWODCAD\SHEETSWE ELECTRICAL\18805C4-02.DWG
CAP
TO FUTURE F T
BANKS NO. 2 & 3'4— I 2 O
4'x4' VAULT
I I
EL 97.60' I I ( 1 I
EL 100.0'
L_�_
#4 @ 12" E. A
0
0
2'-0"
MIN, TYP
RENEWAL: 06/30/2019
4" DRAIN LINE
TO NE CORNER OF
SITE
„f
EL IUU.U'
PLAN
OIL CONTAINMENT
CONSTRUCTION JOINT
TYP OF 4, SEE DETAIL 1
#4 @ 12" FOR Tl FOUNDATION
DRILL -IN ANCHORS DETAILS, SEE SHEET C4-06
r------------------------------- --------------------------------------------------------
z z
w
o E
> t a
-
s�
IMPROVED SUBGRADE SOILS
(RECOMPACTED)
A DDAMON OF
DAVID EVANS AND ASSOCIATES
GEOTEXTILE FABRIC, MIRAFI
H370 OR EQUIVALENT
SECTION A
r �
3/8"= l'-0"
COMPACTED
CRUSHED
ROCK
CL LUU.U-
O
— DEEP SCORE AND FILL
WITH SIKA FLEX IA,
(TYPICAL CENTER AND
EACH CORNER, 8 PLACES
TOTAL)
ANCHOR AND SEAL AROUN
FOUNDATIONS PER DETAI 2
4'x4' UTILITY VAULT TOP
4
a•.
°
HYDROPHILLIC (SWELLING)
WATERSTOP ALL AROUND THE PIPE :a
SLEEVE. SIKA FLEXIBLE ACRYLATE
POLYMER OR APPROVED EQUAL -
6"0 X 16" LONG FLANGED SLEEVE
WITH FACTORY DRAIN PLUG,11
ul
PETRO -PIPE PIFH-616 OR APPROVED °
EQUAL. CAST SLEEVE IN THE
PERIMETER WALL AT ±250 ANGLE.
FORM AROUND SLEEVE AND FLANGE
CUT VAULT WALL FOR SLEEVE.
DRY -PACK WITH
NON -SHRINKING GROUT.
a..
4 n
ELEVATION AT BASE
OF VAULT 95.80' —
CONSTRUCTION JOINT. ROUGHEN TO
XV AMPLITUDE, CLEAN AND SOAK
PRIOR TO POURING AND APPLY
MASTER EMACO A600
ACRYLIC -POLYMER BONDING AGENT
PRIOR TO PORING ADJACENT
SECTION —�
6"
PRE -FILTER CAGE WITH FILTER FLOSS,
RF-PFB1012 AND PETRO -PIPE PFB-1012 OR
APPROVED EQUAL, ANCHOR AND SEAL ALL
AROUND PER MANUFACTURER
RECOMMENDATIONS, TYP
PIPE INVERT=97.60'
SLOPE TO PIPE INVERT
CONCRETE FILL/_#4 @ 12" E.W., C,
EL 97.80' SLAB REINF
PAWS
° °
4 a
#4 @ 12" EL 96.50'
E.W., C
SECTION rB
1 1/2"=1'-0" -
FORM %4" x %4" KEYWAY ON INSIDE
FACE OF WALL. FILL WITH SIKAFLEX 1A
AFTER WALL HAS CURED FOR 4 DAYS
MINIMUM
INTERIOR FACE ,
2-#4 BARS -
1Q: O O Q
A
d X N _
to ce
o a ��� !ill 2"
1-#4 CONT
Illi- WALL POUR NO. 1 WALL POUR NO. 2
:I IIII- = I -1I1-
NOTE: POUR CONTAINMENT WALL IN A MINIMUM OF 4 WALL SECTIONS (TWO
COMPACTED POURS). ALLOW 4 DAYS PRIOR TO POURING ADJACENT SECTIONS.
STRUCTURE FILL
ooh OF ONSITE
SANDY SOILS WALL CONSTRUCTION JOINT
DETAIL 1
1 1/2"=1'-0" -
TRANSFORMER
FDN Tl
Y
CONTINUOUS HYDROPHILIC
WATERSTOP, BOND IN PLACE
AS RECOMMENDED BY
MANUFACTURER
#4 @ 12" DRILL -IN ANCHO
(6" EMBED)
TRANSFORMER
FOUNDATION —
EL 100.00'
sk P\�n YLu��w
FORMED CONTINUOUS GROOVE,
FILL WITH SIKAFLEX lA
ROUGH AND WET SUFACE OF SLAB
p e. .O• U ve.
o°O o°p ' Q.o°p.o p
d.
.0— d• . o•. O, -4. . o•.._•
pe01 we al
HYDROPHILIC/GROOVE WATERSTOP
DETAIL
DETAIL r2
1/2"-1'-0" -
W
H
0
a
P4
0
w
Q
w
EL 97.85'
EL 97.85'
Lip
EL 97.80'
LOW VOLTAGE SIDE
�a
ao
!
EL 100.0' _ TRANSFORMER_
FOUNDATION Tl
!
!
zo
0 0
HIGH VOLTAGE SIDE
K\
4'-0"
I1'-0" I1' -o" 4'-0"
.00
22'-0"
\-#4
�t
2 AT CORNERS,
TYP
EL 97.95'
EL 98.0' EL 97.95'
EL IUU.U'
PLAN
OIL CONTAINMENT
CONSTRUCTION JOINT
TYP OF 4, SEE DETAIL 1
#4 @ 12" FOR Tl FOUNDATION
DRILL -IN ANCHORS DETAILS, SEE SHEET C4-06
r------------------------------- --------------------------------------------------------
z z
w
o E
> t a
-
s�
IMPROVED SUBGRADE SOILS
(RECOMPACTED)
A DDAMON OF
DAVID EVANS AND ASSOCIATES
GEOTEXTILE FABRIC, MIRAFI
H370 OR EQUIVALENT
SECTION A
r �
3/8"= l'-0"
COMPACTED
CRUSHED
ROCK
CL LUU.U-
O
— DEEP SCORE AND FILL
WITH SIKA FLEX IA,
(TYPICAL CENTER AND
EACH CORNER, 8 PLACES
TOTAL)
ANCHOR AND SEAL AROUN
FOUNDATIONS PER DETAI 2
4'x4' UTILITY VAULT TOP
4
a•.
°
HYDROPHILLIC (SWELLING)
WATERSTOP ALL AROUND THE PIPE :a
SLEEVE. SIKA FLEXIBLE ACRYLATE
POLYMER OR APPROVED EQUAL -
6"0 X 16" LONG FLANGED SLEEVE
WITH FACTORY DRAIN PLUG,11
ul
PETRO -PIPE PIFH-616 OR APPROVED °
EQUAL. CAST SLEEVE IN THE
PERIMETER WALL AT ±250 ANGLE.
FORM AROUND SLEEVE AND FLANGE
CUT VAULT WALL FOR SLEEVE.
DRY -PACK WITH
NON -SHRINKING GROUT.
a..
4 n
ELEVATION AT BASE
OF VAULT 95.80' —
CONSTRUCTION JOINT. ROUGHEN TO
XV AMPLITUDE, CLEAN AND SOAK
PRIOR TO POURING AND APPLY
MASTER EMACO A600
ACRYLIC -POLYMER BONDING AGENT
PRIOR TO PORING ADJACENT
SECTION —�
6"
PRE -FILTER CAGE WITH FILTER FLOSS,
RF-PFB1012 AND PETRO -PIPE PFB-1012 OR
APPROVED EQUAL, ANCHOR AND SEAL ALL
AROUND PER MANUFACTURER
RECOMMENDATIONS, TYP
PIPE INVERT=97.60'
SLOPE TO PIPE INVERT
CONCRETE FILL/_#4 @ 12" E.W., C,
EL 97.80' SLAB REINF
PAWS
° °
4 a
#4 @ 12" EL 96.50'
E.W., C
SECTION rB
1 1/2"=1'-0" -
FORM %4" x %4" KEYWAY ON INSIDE
FACE OF WALL. FILL WITH SIKAFLEX 1A
AFTER WALL HAS CURED FOR 4 DAYS
MINIMUM
INTERIOR FACE ,
2-#4 BARS -
1Q: O O Q
A
d X N _
to ce
o a ��� !ill 2"
1-#4 CONT
Illi- WALL POUR NO. 1 WALL POUR NO. 2
:I IIII- = I -1I1-
NOTE: POUR CONTAINMENT WALL IN A MINIMUM OF 4 WALL SECTIONS (TWO
COMPACTED POURS). ALLOW 4 DAYS PRIOR TO POURING ADJACENT SECTIONS.
STRUCTURE FILL
ooh OF ONSITE
SANDY SOILS WALL CONSTRUCTION JOINT
DETAIL 1
1 1/2"=1'-0" -
TRANSFORMER
FDN Tl
Y
CONTINUOUS HYDROPHILIC
WATERSTOP, BOND IN PLACE
AS RECOMMENDED BY
MANUFACTURER
#4 @ 12" DRILL -IN ANCHO
(6" EMBED)
TRANSFORMER
FOUNDATION —
EL 100.00'
sk P\�n YLu��w
FORMED CONTINUOUS GROOVE,
FILL WITH SIKAFLEX lA
ROUGH AND WET SUFACE OF SLAB
p e. .O• U ve.
o°O o°p ' Q.o°p.o p
d.
.0— d• . o•. O, -4. . o•.._•
pe01 we al
HYDROPHILIC/GROOVE WATERSTOP
DETAIL
DETAIL r2
1/2"-1'-0" -
W
H
0
a
P4
0
w
Q
w