6.13 AC. FOOTPRINT = 9,946 1-STORY HOUSE
EXISTING
S.F.
PROPOSED
PAVILION
FOOTPRINT=1,200 SQ.FT. EXISTING 1-STORY CASITA
FOOTPRINT=366 SQ.FT.
(E)CASITA IS PERMITTED WITH PERMIT NUMBER B-BP2002-572.)
PROPOSED
BATH ROOM
FOOTPRINT=76 SQ.FT.
SS
229.25'RIM
CO
230.03''RIM
SS 214.60'RIM
208.45'RIM
SS
SS 204.92'RIM
SS 179.49'RIM
EB EB
WM
CO
5"T
EC
EVCP
MB
PIPE
12"WILLOW
CO
KEY PAD S79°29'09"W 291.90'
N32°46'06"W 435.90'
N40°40'49"E 133.32'
S73°16'46"W
40.00'
N15°52'12"W 140.12'
N42°46'00"E 300.00'
N25°45'05"W 365.73'
N12°02'24"E 170.25'
S57°45'30"E 262.82'
PIPE
GM
EM
PIPE
PIPE
PORCH
L=42.59' R=976.00'
N19°13'06"W 220.13'
L=74.60' R=266.00'
L=198.63' R=190.00'
CONC
CONC
CONC
CONC
CONC
CONC
GRAVEL AREA
GRAVEL AREA
GRAVEL AREA
CONCRETE V-DITCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONC WALL
CONC WALL
205.51'
FF
225.06'
APEX
225.22'
APEX
PIPE
PIPE
PIPE
PIPE
PIPE
PIPE
DG
SS
165.79'RIM
PORCH
N21°07'53"W 99.85'
COUNTRY CLUB DRIVE (80.00' ROW)
GEOLOGICAL HAZARD ZONE PER TRACT 7935
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10' P.M.S.D.E.
10' P.M.S.U.E.
10' PS.U.E.
GROSS LOT AREA=6.13+- ACRES
NET LOT AREA=5.35+- ACRES
1220
1350
1027
971
191.67'
APEX
S57°45'30"E 262.84'
L=275.35' R=250.00' =63°06'04"
60.00'
ABANBDONED 10' SEWER
EASEMENT (BK 1935 PG 493)
ABANDONED 10' SEWER
EASEMENT (BK 1935 PG 493)
(BASIS OF BEARING) EX. SLOPE EASEMENT (BK 1935, PG 496) FOUND CITY MON
FOUND CITY MON
FOUND CITY MON
FOUND CITY MON
N32°17'08"E 29.00'
N32°46'06"W
41.73'
(99.50')(1)
N40°40'49"E 64.62' N14°45'00"E 46.49'
CASITA
ENTRANCE
20' S.S.E.
20' S.S.E.
20' S.S.E.
20' S.S.E.
(E)275 AMP ELECT. METER & ELECTRIC
PANEL
(E)GAS METER
MIN. 2"WATER METER
REF SINK
AC
AC
AC
MATCH LINE (A) MATCH LINE (A)
MATCH LINE (A) MATCH LINE (A)
MATCH LINE (B)
MATCH LINE (B)
MATCH LINE (C)
MATCH LINE (B)
MATCH LINE (C)
15" HT. FIRE PIT MASONRY BENCH
SEE DETAIL
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EVCP
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KEY PAD
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GRAVEL AREA
GRAVEL AREA
CONCRETE V-DITCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONC WALL
CONC WALL
PIPE
PIPE
PIPE
PIPE
PIPE
PIPE
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PORCH
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10' P.M.S.D.E.
10' P.M.S.U.E.
10' PS.U.E.
ABANBDONED 10' SEWER
EASEMENT (BK 1935 PG 493)
ABANDONED 10' SEWER
EASEMENT (BK 1935 PG 493)
ENTRANCE
20' S.S.E.
20' S.S.E.
20' S.S.E.
20' S.S.E.
200 201
202
203
204
205
1100.8718 109'-4"
106'-5"
111'-7"
110'-4"
115'
75'-5" 223'-9" TO P.L 225'-8" TO P.L 159'-3"
207'-1"
53'-9"
75'-5" 76'-5"
105'-6"
106'-4"
0 (IN FEET)
50 100 200
NATURAL GROUND
(PERVIOUS AREAS )
NATURAL GROUND
(PERVIOUS AREAS )
NATURAL GROUND
(PERVIOUS AREAS )
(PERVIOUS AREAS )
(PERVIOUS AREAS )
(PERVIOUS AREAS )
(PERVIOUS AREAS )
(PERVIOUS AREAS )
(PERVIOUS AREAS )
(PERVIOUS AREAS )
NATURAL GROUND (PERVIOUS AREAS )
NATURAL GROUND
(PERVIOUS AREAS )
LANDSCAPE
LANDSCAPE
LANDSCAPE
LANDSCAPE
LANDSCAPE
LANDSCAPE
LANDSCAPE
LANDSCAPE
(PERVIOUS AREAS )
(PERVIOUS AREAS )
· NEW 1,200 SQ.FT 1 STORY PAVILION
· ADD 76 SQ.FT. BATH AT LEFT EXISTING CASITA
· NEW POOL
SCOPE OF WORK
CHECK
DRAWN
JOB NO.
SHEET
REVISIONS
1ST BUILDING
SUBMITTAL
HIEN T. KIM NGUYEN
Professional Eng. Corp. 15 Duberstein Drive
San Ramon, CA 94583 408-893-690
[email protected]
RAJ AND ANNU NAVANI
NEW PAVILION, GAME ROOM &
BATH
1350 Country Club Drive
Milpitas, CA, 95035
1 PLAN CHECK 2/15/2022
2 PLAN CHECK 08/24/2023
PROPOSED
SEPARATE SITE PLAN.
A1-1
2
6.13 AC. FOOTPRINT = 9,946 1-STORY HOUSE EXISTING
S.F.
PROPOSED
PAVILION
FOOTPRINT=1,200 SQ.FT.
EXISTING 1-STORY CASITA
FOOTPRINT=366 SQ.FT.
(E)CASITA IS PERMITTED WITH PERMIT NUMBER B-BP2002-572.)
PROPOSED
BATH ROOM
FOOTPRINT=76 SQ.FT.
SS
229.25'RIM
CO
230.03''RIM
SS 214.60'RIM
208.45'RIM
SS
SS 204.92'RIM
SS 179.49'RIM
EB EB
WM
CO
5"T
EC
EVCP
MB
PIPE
12"WILLOW
CO
KEY PAD S79°29'09"W 291.90'
N32°46'06"W 435.90'
N40°40'49"E 133.32'
S73°16'46"W
40.00'
N15°52'12"W 140.12'
N42°46'00"E 300.00'
N25°45'05"W 365.73'
N12°02'24"E 170.25'
S57°45'30"E 262.82'
S49°14'00"E 291.23'
PIPE
GM
EM
PIPE
PIPE
PORCH
L=42.59' R=976.00'
L=102.63' R=976.00'
N19°13'06"W 220.13'
L=74.60' R=266.00'
L=198.63' R=190.00'
CONC
CONC
CONC
CONC
CONC
CONC
GRAVEL AREA
GRAVEL AREA
GRAVEL AREA
CONCRETE V-DITCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONC WALL
CONC WALL
205.51'
FF
225.06'
APEX
225.22'
APEX
PIPE
PIPE
PIPE
PIPE
PIPE
PIPE
DG
SS
165.79'RIM
PORCH
N21°07'53"W 99.85'
CALAVERAS RIDGE DRIVE
(48.00' ROW)
COUNTRY CLUB DRIVE (80.00' ROW)
GEOLOGICAL HAZARD ZONE PER TRACT 7935
DG
DG
AC
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10' P.M.S.D.E.
10' P.M.S.U.E.
10' PS.U.E.
GROSS LOT AREA=6.13+- ACRES
NET LOT AREA=5.35+- ACRES
1220
1350
1027
971
191.67'
APEX
S57°45'30"E 262.84'
L=275.35' R=250.00' =63°06'04"
60.00'
60.00'
ABANBDONED 10' SEWER
EASEMENT (BK 1935 PG 493)
ABANDONED 10' SEWER
EASEMENT (BK 1935 PG 493)
29.00' N32°17'08"E
(BASIS OF BEARING)
EX. SLOPE EASEMENT
(BK 1935, PG 496)
EX. SLOPE EASEMENT
(BK 1935, PG 496)
EX. SLOPE EASEMENT (BK 1935, PG 496) FOUND CITY MON
FOUND CITY MON
FOUND CITY MON
FOUND CITY MON
FOUND CITY MON
N32°17'08"E 29.00'
N32°46'06"W
41.73'
(99.50')(1)
N40°40'49"E 64.62' N14°45'00"E 46.49'
CASITA
ENTRANCE
20' S.S.E.
20' S.S.E.
20' S.S.E.
20' S.S.E.
MIN. 4” DIA.
SEWER LINE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS (E)275 AMP ELECT. METER & ELECTRIC
PANEL
(E)GAS METER
MIN. 2"WATER METER
W
W W W W W W W W W W W W
W W W W
W
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SS SS SS SS
REF SINK
AC
AC
AC
MATCH LINE (A) MATCH LINE (A)
MATCH LINE (A) MATCH LINE (A)
MATCH LINE (B)
MATCH LINE (B)
MATCH LINE (C)
MATCH LINE (B)
MATCH LINE (C)
15" HT. FIRE PIT MASONRY BENCH
SEE DETAIL
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KEY PAD
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GRAVEL AREA
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GRAVEL AREA
CONCRETE V-DITCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONC WALL
CONC WALL
PIPE
PIPE
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PIPE
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PORCH
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10' P.M.S.D.E.
10' P.M.S.U.E.
10' PS.U.E.
ABANBDONED 10' SEWER
EASEMENT (BK 1935 PG 493)
ABANDONED 10' SEWER
EASEMENT (BK 1935 PG 493)
ENTRANCE
20' S.S.E.
20' S.S.E.
20' S.S.E.
20' S.S.E.
200 201
202
203
204
205
1100.8718
* 188.75
* 189.94
* 191.13
* 192.31
* 193.50
* 194.69
* 195.35
* 197.27
199.00 *
198.00 *
* 200.97
198.00 *
202.75 * * 202.16
* 203.94
* 207.51
* 208.00
*205.13
205.72 *
206.31 *
208.00 *
* 208.00
204.43 *
* 204.43
* 204.43
* 208.99
* 207.99
* 210.11
210.00 *
* 210.00
209.00 *
210.00 *
211.00 *
* 208.33
* 208.00
* 208.00
* 209.52
* 209.52
208.33 *
206.22 *
* 204.31
* 204.31
206.22 *
180.50 *
181.00 *
* 183.00
183.00 * * 183.50
193.00 *
* 206.22
210.11 *
* 211.11
* 207.40
208.00 *
201.96 *
* 204.84
* 206.81
183.50 *
195.49 * * 194.77
* 197.87
* 206.22
206.22 *
* 203.23
* 203.15
201.79 *
198.00 *
198.00 *
198.00 *
198.50 *
184.00 *
*
*
206.22
205.03
205.31
*
204.84 *
206.22 *
109'-4"
106'-5"
111'-7"
110'-4"
115'
75'-5" 223'-9" TO P.L 225'-8" TO P.L 159'-3"
207'-1"
53'-9"
75'-5" 76'-5"
105'-6"
106'-4"
0 (IN FEET)
50 100 200 8'
22'
13'-4"
14'-2"
38'-3"
PARKING SUMMARY TABLE
Residential Uses: REQ.
4 or more bedrooms
(5-bedroom)
3 per unit,
plus 1 per
each
additional
bedroom
(4-space for
5-bed)
Single Family PROV.
16-space
(6-space in
garage,
10-space
outdoor)
9' 18'
22' 9'
9'18'
9'
9'
8'
22'
22'
8'
12'-2" 8'
22'
22'
· NEW 1,200 SQ.FT 1 STORY PAVILION
· ADD 76 SQ.FT. BATH AT LEFT EXISTING CASITA
· NEW POOL
SCOPE OF WORK
CHECK
DRAWN
JOB NO.
SHEET
REVISIONS
1ST BUILDING
SUBMITTAL
HIEN T. KIM NGUYEN
Professional Eng. Corp. 15 Duberstein Drive
San Ramon, CA 94583 408-893-690
[email protected]
RAJ AND ANNU NAVANI
NEW PAVILION, GAME ROOM &
BATH
1350 Country Club Drive
Milpitas, CA, 95035
1 PLAN CHECK 2/15/2022
2 PLAN CHECK 08/24/2023
PROPOSED SITE PLA
A1-2
SITE PLAN NOTES
S-1 (E) CURB AND GUTTER TO REMAIN.
S-2 (E) DRIVEWAY TO REMAIN.
S-3 (N) CONCRETE STAIRS. SEE ARCHITECTURAL
PLANS.
S-4 (E) TREE TO REMAIN, TYP.
S-5 (E) CONCRETE RETAINING WALL TO REMAIN.
S-6 (N) CONCRETE RETAINING WALL.
S-7 (N) CATCH BASIN.
S-8 (N) PATIO. SEE ARCHITECTURAL PLANS.
S-9 (N) 6" HIGH CONCRETE CURB.
S-10 (N) STORMWATER DISSIPATOR.
2 2
2 2
2
0 (IN FEET)
ENLARGE SITE PLAN
SCALE: 3/32"=1'
PROPOSED PAVILION
FOOTPRINT=1,200 SQ.FT.
EXISTING 1-STORY
CASITA
FOOTPRINT=366 SQ.FT.
PROPOSED
BATH ROOM
FOOTPRINT=76 SQ.FT.
EXISTING
1-STORY HOUSE
FOOTPRINT = 9,946 S.F.
10 20 40
SS
229.25'RIM
CO
230.03''RIM
SS 214.60'RIM
208.45'RIM
SS
SS 204.92'RIM
WM
CO
CO
'09"W 291.90'
S73°16'46"W
40.00'
N15°52'12"W 140.12'
N25°45'05"W 365.73'
PIPE
PIPE
PORCH
CONCRETE V-DITCH
CONCRETE V-DITCH
CONC WALL
225.06'
APEX
225.22'
APEX
PIPE
PORCH
DG
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SS SS SS SS SS SS
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SS SS
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SS SS SS SS SS
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SS SS
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SS SS SS SS
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SS SS SS SS SS
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SS SS
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SS
SS SS
SS SS
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SS SS SS SS
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SS SS
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SS
SS
SS SS
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SS SS
SS
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SS SS
SS SS
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SS
SS
SS
SS SS
SS SS
SS SS
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SS SS
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SS SS
SS
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SS SS
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SS
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SS SS
SS SS
SS SS
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SS SS
SS SS
SS
SS
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SS SS
SS SS
SS SS
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SS
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SS SS
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SS SS
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SS
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SS SS
SS SS
SS SS
SS
SS
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SS SS
SS SS
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SS
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SS
SS SS
SS SS
SS SS
SS
SS
SS
SS SS
SS SS
SS SS
SS
SS
SS 10' PS.U.E.
ABANBDONED 10' SEWER
EASEMENT (BK 1935 PG 493)
CASITA
20' S.S.E.
MIN. 2" WATER METER
(UPGRADE IF NEED)
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W
W
W
W
W
W
W
W
SS
SS
SS SS
POINT OF CONNECTION FROM
EXISTING PIPING TO NEW PIPING
ENTERING THE NEW BUILDING
POINT OF CONNECTION FROM
EXISTING PIPING TO NEW PIPING
ENTERING THE NEW BUILDING
POINT OF CONNECTION FROM
EXISTING SEWER LINE TO NEW
SEWER LINE ENTERING THE NEW
BUILDING
COPPER PIPE
MIN. 1Ä1 WATER LINE
COPPER PIPE (110') (N). 1 WATER LINE
COPPER PIPE (80')
(N). 1 WATER LINE
(N) 3" S.S LATERAL SLOPE MIN. 1
4" / 1' (N) 3" S.S LATERAL SLOPE MIN. 1
4" / 1'
REF SINK
MATCH LINE (A) MATCH LINE (A)
15" HT. FIRE PIT MASONRY BENCH SEE DETAIL
SS
CO
SS
SS
SS
CO
CO
PIPE
PIPE
CONCRETE V-DITCH
CONCRETE V-DITCH
CONC WALL
PIPE
PORCH
DG
SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS SS SS SS
SS SS SS SS SS SS SS SS SS
SS SS SS SS
SS SS SS SS SS
SS
SS
SS SS SS SS SS SS
SS SS SS SS
SS SS SS
SS SS SS SS SS SS
SS SS SS
SS
SS
SS SS SS
SS SS SS SS SS SS SS SS SS
SS
SS SS SS
SS SS SS SS SS SS
SS
SS
SS SS SS SS SS
SS SS SS SS
SS SS SS SS
SS SS SS SS SS
SS SS SS SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS
SS SS SS SS SS SS SS
SS
SS
SS SS SS SS
SS SS SS SS
SS SS SS SS SS
SS SS SS SS
SS SS SS SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS
SS SS SS
SS
SS SS SS SS SS SS SS SS
SS
SS
SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS
SS SS
SS
SS
SS SS SS SS SS
SS SS SS SS
SS SS SS SS
SS SS SS SS SS SS SS SS SS
SS
SS
SS SS
SS SS SS SS SS SS SS SS SS SS SS
SS SS
SS SS SS SS
SS SS SS
SS
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SS SS SS SS
SS SS SS SS
SS SS SS SS SS
SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS
SS SS SS
SS
SS SS SS SS
SS SS SS SS
SS
SS
SS SS SS
SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
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SS SS
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SS SS
SS
SS
SS
SS
SS
SS
SS SS SS
SS
SS
SS SS
SS SS SS
SS
SS
SS
SS
SS SS
SS SS
SS
SS
SS
SS SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS
SS
SS
SS
SS
SS SS SS
SS
SS
SS
SS
SS SS
SS SS SS
SS
SS
SS SS
SS SS SS
SS
SS
SS
SS
SS SS
SS
SS SS
SS
SS
SS SS
SS SS SS
SS
SS
SS
SS
SS SS
SS SS SS
SS
SS
SS SS
SS SS SS SS SS
SS SS
SS SS
SS
SS SS SS SS
SS SS
SS
SS
SS
SS SS
SS SS
SS SS
SS
SS SS
SS SS
SS SS
SS SS SS
SS SS
SS SS
SS
SS
SS SS SS
SS SS
SS SS
SS
SS SS SS SS
SS SS
SS
SS
SS
SS SS
SS SS
SS
SS
SS
SS SS
SS SS
SS SS
SS SS SS
SS SS
SS SS
SS
SS
SS SS SS
SS SS
SS SS
SS
SS SS SS SS SS SS
SS
SS
SS
SS SS
SS SS
SS
SS
SS
SS SS
SS SS
SS SS
SS SS SS
SS SS
SS SS
SS
SS
SS SS SS
SS SS
SS SS
SS
SS SS SS SS SS SS
SS
SS SS
SS SS
SS SS
SS SS
SS
SS SS
SS SS
SS SS
SS SS SS
SS SS
SS SS
SS
SS
SS SS SS
SS SS
SS SS
SS
SS SS SS SS SS SS
SS
SS SS
SS SS
SS SS
SS SS
SS
SS
SS
SS SS
SS SS
SS SS
SS
SS
SS
SS SS
SS SS
SS SS
SS
SS
SS
SS SS
SS SS SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS SS
SS
SS
SS
SS SS
SS SS SS
SS
SS
SS
SS
SS SS
SS SS SS
SS
SS
SS SS
SS SS
SS SS
SS
SS
SS
SS SS
SS SS
SS SS
SS
SS
SS
SS SS
SS SS
SS SS
SS
SS
SS
SS SS
SS SS SS
SS
SS
SS
SS
SS SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS SS SS
SS
SS
SS
SS
SS SS
SS 10' PS.U.E.
ABANBDONED 10' SEWER
EASEMENT (BK 1935 PG 493)
20' S.S.E.
200
201
202
203
204
205
1100.8718
* 200.97
202.75 * * 202.16
* 203.94
* 207.51
* 208.00
*205.13 205.72 *
206.31 *
208.00 *
* 208.00
204.43 * * 204.43
* 204.43
* 208.99 * 207.99
* 210.11 210.00 *
* 210.00
209.00 * 210.00 *
211.00 *
208.33 * 209.52
* 209.52
208.33 *
206.22 *
* 204.31
* 204.31
206.22 *
* 206.22
210.11 *
* 211.11
* 206.22
206.22 *
205.31
*
206.22 *
109'-4"
106'-5"
111'-7"
110'-4"
115'
75'-5" 223'-9" TO P.L 225'-8" TO P.L
76'-5"
105'-6"
106'-4"
(E)CASITA IS
PERMITTED WITH
PERMIT NUMBER
B-BP2002-572.)
· NEW 1,200 SQ.FT 1 STORY PAVILION
· ADD 76 SQ.FT. BATH AT LEFT EXISTING CASITA
· NEW POOL
SCOPE OF WORK
CHECK
DRAWN
JOB NO.
SHEET
REVISIONS
1ST BUILDING
SUBMITTAL
HIEN T. KIM NGUYEN
Professional Eng. Corp. 15 Duberstein Drive
San Ramon, CA 94583 408-893-690
[email protected]
RAJ AND ANNU NAVANI
NEW PAVILION, GAME ROOM &
BATH
1350 Country Club Drive
Milpitas, CA, 95035
1 PLAN CHECK 2/15/2022
2 PLAN CHECK 08/24/2023
ENLARGE
PROPOSED SITE PLA
A1-3
2
ELECTRIC FIRE PLACE
(N)PAVILON
1,200 SQ.FT.
REF
(N)BATH
206.22'(V.I.F)
204.43'(V.I.F)
PROPOSED PAVILION FLOOR PLAN
SCALE : 1/4" = 1' 11'-4" 3'-11"
3'-11" 5'-7" 16'-9"
A
A.2-3
A
A.2-3
(N)3-STEPS
RISE=7.16"
RUN"=18"
UP
3'-6"
206.22'(V.I.F) 206.22'(V.I.F)
2'-8" 3'-7" 10' 4'-4" 1'-9" 24'-1" 1'-3" 10'-5" 1' 3'-1" 11'-4" 1' 20'-7" 17'-3" 5'-8" 4'-6"
7'-11" 2'-6" 2'-6"1'-6"
8'-11" 18'-3" 1'
2'-8" 3'-6"
1'-6"
16'-8" 22'-4" 16'-8"
16'-8"
67'-4" 1'-6" 2'
1'-6" 1'-6" 4'-7" 1'-6" 5'-7" 4'-4" 7'-4" 17'-3"
3' 3'
25'-10" 20'-7"
67'
1'-3" 1'-9" 1'-9" 1'-3" 2'-8"
20'-7" 25'-10" 20'-7"
67'
22'-4" 3' 16'-8" 3' 1'-6" 1'-6"
42"GRUARDRAIL 42"GRUARDRAIL 8'-8" 2'-6" 10'-8"
3' 16'-8" 3' 23'-10" 11'-11" 15'-9" 1'-6" 1'-6" 2' 15'-9" 1'-6" (N)100 AMP ELEC. PANEL (N)TANKLESS WATER HEATER BW 204.43
TW 206.22
TOBACKSPLASH 211.5
TOBACKSPLASH 211.5
TW 210.5
204.43'(V.I.F)
(N)3-STEPS
RISE=7.16"
RUN"=18"
206.22'(V.I.F)
206.22'(V.I.F)
204.43'(V.I.F)
(N)3-STEPS
RISE=7.16"
RUN"=18"
BW 204.43
TW 206.22
GAS
BARBECUE
NEW WALL
LEGEND:
NOTES:
1. STRUCTURAL MEMBERS EXPOSED TO WEATHER SHALL BE NATURALLY DURABLE OR PRESERVATIVETREATED WOOD PER CRC SECTION R317.
2. PROJECTS FOR ALL STRUCTURES LOCATED IN THE HILLSIDE AREA MUST BE PREPARED AND DESIGNED BY
CIVIL, STRUCTURAL ENGINEER OR ARCHITECT LICENSED IN THE STATE OF CALIFORNIA PER CITY POLICY BDP-BLG09.
3. THE BUILDINGS SHALL COMPLY WITH PHOTOVOLTAIC REQUIREMENTS PER CENC SEC. 150.1(C)14 OR MMC SEC. II-11-2.10.
4. NO MECHANICAL DUCT SHALL PENETRATE EXTERIOR WALLS UNLESS APPROVED BY PLANNING DIVISION.
5. NEW DWELLING UNIT SHALL COMPLY WITH THE ELECTRIC VEHICLE CHARGING REQUIREMENTS PER MMC SEC. II-19-2.02.
6. BALCONIES OR OTHER ELEVATED WALKING SURFACES SHALL COMPLY WITH CITY POLICY NO. BDPBLG40:
http://www.ci.milpitas.ca.gov/_pdfs/BLG40_RequirementsforConstructionofBalconies.pdf GAS
BURNER
PROPOSED POOL PAVILION ROOF PLAN
SCALE : 1/4" = 1' 3:12 3:12 3:12 3:12
3:12 3:12
4:12 4:12
NOTE:
1. MINIMUM CLASS “B” ROOFING IS REQUIRED AT HILLSIDE CONSTRUCTION PER MMC SEC. II-3.5- BATHROOM NOTES:
1. THE MAX FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GPM @ 60 PSI CPC 417.1.1.. THE MIN. FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8 GPM AT 20 PSI.
2. ULTRA LOW FLUSH TOILET (1.28 GALLONS/FLUSH) AT ALL NEW BATHROOMS (CPC 2019 SECTION 411.2)
3. THE MAX. FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GPM AT 60 PSI.
4. FINISH BACKING MATERIAL AND WATERPROOFED MATERIAL AT SHOWER/BATHTUB WALL SHALL BE CEMENTITOUS MATERIAL OR GUPSUM BOARD APPROVED FOR THIS INSTALLATION. WATER RESISTANT GYPSUM BOARD UNDER GLUE-ON TILE IS NOT ALLOWED.
5. SHOWER AND TUB/SHOWER COMBINATION IN ALL BUILDINGS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE.
6. BATH TUB: MAXIMUM HOT WATER TEMP DISCHARGING FROM THE BATHTUB AND WHIRLPOOL BATHTUB FILLER SHALL BE LIMITED TO 120 DEG F.
7. SHOWER:
A) THE SHOWER DOOR SIZE TO HAVE A NET OPENING OF AT LEAST 22-INCHES AND TO SWING OUT (R0).
B) SHOWERS MUST HAVE WATERPROOF WALL FINISH UP AT LEAST 6' ABOVE THE FLOOR. [CRC 2019 SECTION R307.2]
C) GLASS SHOWER AND TUB ENCLOSURE MUST BE SAFETY GLAZING.[CRC 2019 SECTION R308.4.5] D) SHOWER HEAD MAXIMUM FLOW RATE OF 1.8 GPM @80 PSI CPC 408.2.1/CGBC 4.303.1.3.1 & 2. SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS.
· NEW 1,200 SQ.FT 1 STORY PAVILION
· ADD 76 SQ.FT. BATH AT LEFT EXISTING CASITA
· NEW POOL
SCOPE OF WORK
CHECK
DRAWN
JOB NO.
SHEET
REVISIONS
1ST BUILDING
SUBMITTAL
HIEN T. KIM NGUYEN
Professional Eng. Corp.
15 Duberstein Drive
San Ramon, CA 94583 408-893-690
[email protected]
RAJ AND ANNU NAVANI
NEW PAVILION, GAME ROOM &
BATH
1350 Country Club Drive
Milpitas, CA, 95035
1 PLAN CHECK 2/15/2022
2 PLAN CHECK 08/24/2023
PAVILION PLANS
A2-1
2
(N)RIGHT ELEVATION
SCALE : 1/4" = 1'
(N)BATH
12 3
(N)GRADE
(E)GRADE 9' (N)PAVILION 6"
3 2
1 1'-9" 15'-3" 17'
(N)FF +206.22'(V.I.F.)
(N)TOP OF ROOF +221.43'(V.I.F.)
(N)GRADE +204.43' (V.I.F.)
(N)3-STEPS
RISE=7.16"
RUN"=18"
(N)ELECTRIC FIRE PLACE
(N)RECESSED TV
(N)FF +206.22'(V.I.F.)
(N)TOP OF ROOF +221.43'(V.I.F.)
(N)GRADE +204.43' (V.I.F.)
(N)PAVILION (N)BATH 1'-9" 15'-3" 17'
(N)FRONT ELEVATION
SCALE : 1/4" = 1'
(N)GRANITE COUNTER TOP 2'-10"(N)STEEL RAILING
12 4
12 4
(E)GRADE
(N)GRADE
1 2
5 4 10" 9' 6" 7'-10" 1'-2"
3 1'-9" 1'-9"
(N)3-STEPS
RISE=7.16"
RUN"=18"
(N)3-STEPS
RISE=7.16"
RUN"=18"
(N)3-STEPS
RISE=7.16"
RUN"=18"
(N)PAVILION
(N)REAR ELEVATION
SCALE : 1/4" = 1'
(N)ELECT. FIRE PLACE
(N)BATH
12 4
12 3
(E)GRADE
(N)GRADE
1 3
2 1'-9" 15'-3" 17'
(N)FF +206.22'(V.I.F.)
(N)TOP OF ROOF +221.43'(V.I.F.)
(N)GRADE +204.43' (V.I.F.)
(N)PAVILION
(N)LEFT ELEVATION
SCALE : 1/4" = 1'
(N)RECESSED TV
12 3
(E)GRADE
(N)GRADE 9' 6"
2 1 1'-9" 15'-3" 17'
(N)FF +206.22'(V.I.F.)
(N)TOP OF ROOF +221.43'(V.I.F.)
(N)GRADE +204.43' (V.I.F.)
(N)3-STEPS
RISE=7.16"
RUN"=18"
1 STONE VENEER
CULTURED STONE
SCULPTED ASHLAR
TILE ROOF
EAGLEROOFING
CAPISTRANO-CONVENTIONAL
WALL
BEHR
EVENING WHITE
N460-1
FLOORING
FLOORANDDECOR
CASA ANTICAPAROS HONED
FILLED TRAVERTINE TILE
2 3
42" GRUARDRAIL
THE PEAK ALUMINUM RAILING
4 5
· NEW 1,200 SQ.FT 1 STORY PAVILION
· ADD 76 SQ.FT. BATH AT LEFT EXISTING CASITA
· NEW POOL
SCOPE OF WORK
CHECK
DRAWN
JOB NO.
SHEET
REVISIONS
1ST BUILDING
SUBMITTAL
HIEN T. KIM NGUYEN
Professional Eng. Corp.
15 Duberstein Drive
San Ramon, CA 94583 408-893-690
[email protected]
RAJ AND ANNU NAVANI
NEW PAVILION, GAME ROOM &
BATH
1350 Country Club Drive
Milpitas, CA, 95035
1 PLAN CHECK 2/15/2022
2 PLAN CHECK 08/24/2023
A2-2
PAVILION
ELEVATIONS
2
2'-10"
12 4
12 3
(N)SECTION A-A
SCALE : 1/4" = 1'
(N)GRANITE COUNTER TOP
(N)PAVILION (N)BATH
(N)R.J.
(N)12" CONCRETE SLAB
(N)ELECT. FIRE PLACE
(N)RECESSED TV
(E)GRADE 9' 6" 5' 1'-2"10"
(N)TOP CHORD
(N)BOTTOM CHORD 1'-9" 15'-3" 17'
(N)FF +206.22'(V.I.F.)
(N)TOP OF ROOF +221.43'(V.I.F.)
(N)GRADE +204.43' (V.I.F.)
· NEW 1,200 SQ.FT 1 STORY PAVILION
· ADD 76 SQ.FT. BATH AT LEFT EXISTING CASITA
· NEW POOL
SCOPE OF WORK
CHECK
DRAWN
JOB NO.
SHEET
REVISIONS
1ST BUILDING
SUBMITTAL
HIEN T. KIM NGUYEN
Professional Eng. Corp.
15 Duberstein Drive
San Ramon, CA 94583 408-893-690
[email protected]
RAJ AND ANNU NAVANI
NEW PAVILION, GAME ROOM &
BATH
1350 Country Club Drive
Milpitas, CA, 95035
1 PLAN CHECK 2/15/2022
2 PLAN CHECK 08/24/2023
A2-3
PAVILION SECTION
2
EXISTING CABANA FLOOR PLAN
SCALE : 1/4" = 1'
EXISTING CABANA ROOF PLAN
SCALE : 1/4" = 1'
4:12
4:12
4:12
4:12
20'-3"
18'-5"
8'
2'
2'
7'-1"
2'
7'-1"
2'
9'-4"
10'-1"
4'-10"
5'-4"
20'-3"
SH 306
0 3'-4"
4'-8"
5'-1"
SH 306
0 POOL EQUIP.
CABANA
BATH
2'-6"
4'-10"
5'-6"
5'-9"
9'
SH 3
06 0
SH 3
06 0
4'-8"
5'-4"
3'-4"
5'-1"
18'-5"
10'H CEILING
211.0'(V.I.F)
+211.5'(V.I.F)
GRADE +210.5'(V.I.F)
(E)CABANA IS PERMITTED WITH PERMIT NUMBER B-BP2002-572.)
EXISTING WALL
LEGEND:
EXISTING FRONT ELEVATION
SCALE : 1/4" = 1'
(E)GRADE +210.5'(V.I.F.)
(E)FF +211.50'(V.I.F.)
(E)TOP OF ROOF +225.13'(V.I.F.)
(E)FC +221.50'(V.I.F.) 1' 10' 3'-10" 14'-10"
STUCCO
(E)FF +211'(V.I.F.)
TILE ROOF
(E)GRADE +210.5'(V.I.F.)
(E)FF +211.50'(V.I.F.)
(E)TOP OF ROOF +225.13'(V.I.F.)
(E)FC +221.50'(V.I.F.) 1' 10' 3'-10" 14'-10"
EXISTING LEFT ELEVATION
SCALE : 1/4" = 1'
STUCCO
TILE ROOF
(E)GRADE +210.5'(V.I.F.)
(E)FF +211.50'(V.I.F.)
(E)TOP OF ROOF +225.13'(V.I.F.)
(E)FC +221.50'(V.I.F.) 1' 10' 3'-10" 14'-10"
EXISTING REAR ELEVATION
SCALE : 1/4" = 1'
STUCCO
TILE ROOF
(E)GRADE +210.5'(V.I.F.)
(E)FF +211.50'(V.I.F.)
(E)TOP OF ROOF +225.13'(V.I.F.)
(E)FC +221.50'(V.I.F.) 1' 10' 3'-10" 14'-10"
EXISTING RIGHT ELEVATION
SCALE : 1/4" = 1'
STUCCO
TILE ROOF
· NEW 1,200 SQ.FT 1 STORY PAVILION
· ADD 76 SQ.FT. BATH AT LEFT EXISTING CASITA
· NEW POOL
SCOPE OF WORK
CHECK
DRAWN
JOB NO.
SHEET
REVISIONS
1ST BUILDING
SUBMITTAL
HIEN T. KIM NGUYEN
Professional Eng. Corp. 15 Duberstein Drive
San Ramon, CA 94583 408-893-690
[email protected]
RAJ AND ANNU NAVANI
NEW PAVILION, GAME ROOM &
BATH
1350 Country Club Drive
Milpitas, CA, 95035
1 PLAN CHECK 2/15/2022
2 PLAN CHECK 08/24/2023
EXISTING CABANA
A3-1
2
PROPOSED BATH
(N)SL 303
0 TEMP.GL.
(N)BATH
76 S.F.
(N)GRADE +210'(V.I.F)
+211'(V.I.F)
(N)+210.50'(V.I.F) A
A.4-1
A
A.4-1
5'
3'-2"
3'
4'-3" 7'-7"
3'-3"
6'-8" 9'
20'-3"
10'
3'
19'-8"
9'
PROPOSED BATHROOM FLOOR PLAN
SCALE : 1/4" = 1'
OCC SEN. 210.0 * MAX 7 3/4" STEP DOWN
20'-3"
2'
7'-1"
2'
7'-1"
2'
9'-4"
10'-1"
4'-10"
20'-3"
SH 306
0 6'-8"
(E)POOL EQUIP.
(E)CASITA
(E)BATH
2'-6"
4'-10"
5'-6"
5'-9"
9'
SH 306
0 SH 306
0 4'-8"
5'-4"
3'-4"
5'-1"
18'-5"
10'H CEILING
3'-3"
+211.5'(V.I.F)
(N)10'H CEILING
3'
(E)CASITA IS PERMITTED WITH PERMIT NUMBER B-BP2002-572.)
EXISTING WALL
NEW WALL
LEGEND:
(N) FRONT ELEVATION
SCALE : 1/4" = 1'
(N)GRADE +210.0'(V.I.F.)
(E)FF +211.50'(V.I.F.)
(E)TOP OF ROOF +225.13'(V.I.F.)
(E)FC +221.50'(V.I.F.) 1'-6" 10' 3'-10" 15'-4"
(E)FF +211'(V.I.F.)
1 3
5 PROPOSED ADDITION
(N)FF +210.5'(V.I.F.) 13'-5"
(E)FF +211.50'(V.I.F.)
(E)TOP OF ROOF +225.13'(V.I.F.)
(E)FC +221.50'(V.I.F.) 1'-6" 10' 3'-10" 15'-4"
(N) REAR ELEVATION
SCALE : 1/4" = 1'
STUCCO
(N)GRADE +210.0'(V.I.F.)
PROPOSED ADDITION
1 3
(E)FF +211.50'(V.I.F.)
(E)TOP OF ROOF +225.13'(V.I.F.)
(E)FC +221.50'(V.I.F.) 1'-6" 10' 3'-10" 15'-4"
(N) LEFT ELEVATION
SCALE : 1/4" = 1'
PROPOSED ADDITION
1 3
(N)GRADE +210.0'(V.I.F.)
5 13'-5"
PROPOSED ADDITION
(N)BATH
EXITSTING
(N)12" CONCRETE SLAB 1 STORY HOUSE
SCALE : 1/4" = 1'
(N)SECTION A-A
12 4
(N)R.J.
(N)C.J.
(N)CEILING
(E)R.J.
(N)R-30 INS. (TYP.) (E)R-30 INS. (TYP.) 10' 1'-6" 15'-4" 3'-10" (E)GRADE +210.00'(V.I.F.)
(E)FF +211.50'(V.I.F.)
(E)FC +221.50'(V.I.F.)
(E)TOP OF ROOF +225.13'(V.I.F.)
PROPOSED BATHROOM ROOF PLAN
SCALE : 1/4" = 1'
4:12
4:12
4:12
4:12
4:12
4:12
4:12
NOTE:
1. MINIMUM CLASS “B” ROOFING IS REQUIRED AT HILLSIDE CONSTRUCTION PER MMC SEC. II-3.5- 1 TILE ROOF
EAGLEROOFING
CAPISTRANO-CONVENTIONAL
WALL
BEHR
EVENING WHITE
N460-1
FLOORING
FLOORANDDECOR
CASA ANTICAPAROS HONED
FILLED TRAVERTINE TILE
3 5
BATHROOM NOTES:
1. THE MAX FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GPM @ 60 PSI CPC 417.1.1.. THE MIN. FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8 GPM AT 20 PSI.
2. ULTRA LOW FLUSH TOILET (1.28 GALLONS/FLUSH) AT ALL NEW BATHROOMS (CPC 2019 SECTION 411.2)
3. THE MAX. FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GPM AT 60 PSI.
4. FINISH BACKING MATERIAL AND WATERPROOFED MATERIAL AT SHOWER/BATHTUB WALL SHALL BE CEMENTITOUS MATERIAL OR GUPSUM BOARD APPROVED FOR THIS INSTALLATION. WATER RESISTANT GYPSUM BOARD UNDER GLUE-ON TILE IS NOT ALLOWED.
5. SHOWER AND TUB/SHOWER COMBINATION IN ALL BUILDINGS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE.
6. BATH TUB: MAXIMUM HOT WATER TEMP DISCHARGING FROM THE BATHTUB AND WHIRLPOOL BATHTUB FILLER SHALL BE LIMITED TO 120 DEG F.
7. SHOWER:
A) THE SHOWER DOOR SIZE TO HAVE A NET OPENING OF AT LEAST 22-INCHES AND TO SWING OUT (R0).
B) SHOWERS MUST HAVE WATERPROOF WALL FINISH UP AT LEAST 6' ABOVE THE FLOOR. [CRC 2019 SECTION R307.2]
C) GLASS SHOWER AND TUB ENCLOSURE MUST BE SAFETY GLAZING.[CRC 2019 SECTION R308.4.5] D) SHOWER HEAD MAXIMUM FLOW RATE OF 1.8 GPM @80 PSI CPC 408.2.1/CGBC 4.303.1.3.1 & 2. SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS.
· NEW 1,200 SQ.FT 1 STORY PAVILION
· ADD 76 SQ.FT. BATH AT LEFT EXISTING CASITA
· NEW POOL
SCOPE OF WORK
CHECK
DRAWN
JOB NO.
SHEET
REVISIONS
1ST BUILDING
SUBMITTAL
HIEN T. KIM NGUYEN
Professional Eng. Corp. 15 Duberstein Drive
San Ramon, CA 94583 408-893-690
[email protected]
RAJ AND ANNU NAVANI
NEW PAVILION, GAME ROOM &
BATH
1350 Country Club Drive
Milpitas, CA, 95035
1 PLAN CHECK 2/15/2022
2 PLAN CHECK 08/24/2023
PROPOSED BATH
A3-2
2
REF
A
A.2-3
A
A.2-3
HE HE HE HE HE W.P
3 HE
HE
GFCIGFCI GFCI GFCI GFCI
TV GFCI GFCI GFCI
GFCI
GFCI GFCI
PROPOSED PAVILION ELECTRICAL FLOOR PLAN
SCALE : 1/4" = 1'
W/ OCC.
SENSOR
W/ OCC.
SENSOR
W/ OCC.
SENSOR W/ OCC. SENSOR
PCTC
PCTC PC
TC
V.S
OCC
SEN.
PCTC (N)100 AMP ELEC. PANEL (N)TANKLESS WATER HEATER
GAS
BARBECUE
CBK 2 #6
GFCI
W.P&W.R
CBK 1#12CBK 15#12
CBK 1#12
CBK 15#12
CBK 1#12
CBK 1#12
CBK 15#12
CBK 3#12
CBK 3#12 CBK 3#12
CBK 3#12
CBK 5#12
CBK 5#12
CBK 7#12
CBK 9#12
CBK 11 #12
CBK 13#12
CBK 13#12
CBK 17#12
CBK 21#12
CBK 3#12
LEGEND:
SDCO
GAS
BURNER
DEDICATED
208/240-volt,
50 amp
CBK 4#6
5" RECESSED LIGHTING FIXTURE - CEILING MOUNTED
ELECTRICAL LEGEND
ROPE PENDANT LIGHT
OUTDOOR LIGHTING FIXTURE, WALL MOUNTED,
SINGLE POLE TOGGLE SWITCH, +48", 8" ABOVE COUNTER
GFCI INDECATED DEVICE/ RECEPTACLE HAS GFCI PROTECTION
W.P&W.R ABBREVIATION FOR Weatherproof (WP) and Weather-resistant (WR)
EXHAUSTED FAN W/ FLUORESCENT HIGH EFFICIACY LIGHTING
COMBO SWICTH SEPERATELY WATERPROOF
HE
W.P
110V DUPLEX RECEPTACLE U.O.N., 15" ABOVE FLOOR, U.O.N.
110V DUPLEX RECEPTACLE U.O.N., 12" ABOVE COUNTER U.O.N.
SINGLE MULTI-FUNCTION CONTROL SWITCH, 48" ABOVE FLOOR
220V 220V RECEPTACLE
HE HIGH EFFICIACY
LIGHTING FIXTURE, WALL MOUNTED, +84 U.O.N
OCCUPANCY SENSOR
+84 U.O.N W/ SENSOR
22 IN. DIAMETER PENDANT LIGHT
EXTERIOR CEILING FAN
V.S VACANCY SENSOR
OCC SEN. OCCUPANCY SENSOR
TC TIME CLOCK W/ 2HR BYPASS
PC PHOTOCELL SENSOR
ELECTRICAL NOTES:
1. ALL RECEPTACLES TO BE INSTALLED MINIMUM PER CEC EVEN IF NOT SHOWN (C.E.C 210-52)
2. INSTALL DEDICATED 20-AMP CIRCUIT AT BATHROOM RECEPTACLES (C.E.C 210.52D)
3. PROVIDE STEEL ELECTRICAL BOX IN FIRE-RESISTIVE CEILING AND WALL SEPARATE ELECTRICAL BOXES BACK TO BACK IN FIRE RESISTIVE WALLS BY A MIN 24" HORIZONTALLY BOX AREA SHALL NOT EXCEED 16 SQ IN. AS PER U.B.S 709.7
4. PROVIDE CONDUCTOR WIRES WITH AN INSULATES NEUTRAL AND A FOURFRONG OUTLETS FOR
DRYER AND RANGE
5. PROVIDE ARC-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLE IN ALL HABITABLE ROOMS (EXCEPT GARAGE) . PER CEC 210.12.
6. PROVIDE HARD-WIRED INTERCONNECTED SMOKE DETECTORS EQUIPPED WITH BATTERY BACK UP.
7. RECEPTACLE OUTLETS SHALL BE INSTALLED IN ALL HABITABLE ROOMS: (A) ON ALL WALL SPACES 2FT OR WIDER (B) NOT MORE THAN 6FT FROM OPENING AND (C) NOT MORE THAN 12 FT
ON CENTERS
8. RECEPTACLE OUTLETS SHALL BE INSTALLED IN KITCHENS: (A) ON COUNTER SPACES 12 INCHES OR WIDER (B) NOT MORE THAN 4FT ON CENTERS, (C) NOT MORE THAN 2FT FROM AN EDGE COUNTER AND (D) ON ISLAND/PENINSULAR COUNTERTOP 12" OR WIDER (1 VERY 4')
9. ALL 125 VOLT, SINGLE-PHASE RECEPTACLE OUTLETS SHALL HAVE GROUND-FAULT CIRCUIT PROTECTION AT THE FOLLOWING LOCATIONS: (A) BATHROOM, ADJACENT TO BASIN, (B) GARAGE, (C) OUTSIDE AND (D) ALL KITCHEN OUTLETS.
10. PROVIDE RECEPTACLE OUTLET IN DWELLING UNIT HALLWAYS 10'-0" OR MORE IN LENGTH.
11. EXTERIOR LIGHTING TO BE PROVIDED WITH MOTION AND PHOTO SENSORS.
12. FOR ALL RECEPTACLES, SWITCHES, DISCONNECTS AND SIMILAR DEVICES, MEASURE FROM THE FINISHED FLOOR:
MINIMUM HEIGHT: 15 INCHES FROM FLOOR TO THE BOTTOM OF THE OUTLET BOX MAXIMUM HEIGHT: 48 INCHES FROM FLOOR TO THE TOP OF THE OUTLET BOX. IF THE REACH IS OVER AN OBSTRUCTION, SUCH AS A KITCHEN BASE CABINET WITH A DEPTH OF 20 TO 25 INCHES, THE MAXIMUM HEIGHT IS REDUCED TO 44 INCHE FOR FORWARD APPROACH AND 46 INCHES FOR SIDE APPROACH.
13. GFCI PROTECTION MUST BE INSTALLED IN A READILY ACCESSIBLE LOCATION IN THE FOLLOWING AREAS: KITCHENS, BATHROOMS, INDOOR WET LOCATIONS, LOCKER ROOMS WITH SHOWERS, OUTDOOR AREAS, GARAGES, ROOFTOPS, AND WITHIN 6 FEET OF THE OUTSIDE EDGE OF ANY SINK.
14. EXTERIOR RECEPTACLES, ELECTRICAL DEVICES AND THEIR COVER PLATES MUST BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE INSTALLED. WHEN EXPOSED TO RAIN OR WATER CONDITIONS, ELECTRICAL DEVICES MUST BE LISTED FOR “WET-LOCATION.”
15. SWITCHES SERVING LIGHT FIXTURES REQUIRE A NEUTRAL CONDUCTOR TO BE BROUGHT THE OUTLET BOX.
16. RECESSED DOWNLIGHTS LUMINAIRES IN CEILINGS SHALL: · BE LISTED IC FOR ZERO CLEARANCE; AND · AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS; AND · BE SEALED WITH A GASKET OR CAULK BETWEEN LUMINAIRE HOUSING AND CEILING; AND · BE READILY ACCESSIBLE FOR MAINTENANCE IF ASSOCIATED WITH HARDWIRED BALLASTS OR DRIVES; AND
· NOT CONTAIN SCREW BASE SOCKETS; AND
· CONTAIN LIGHT SOURCES THAT COMPLY WITH REFERENCE JOINT APPENDIX J8 AND ARE MARKED “JA8-2016-E”; AND
· BE CONTROLLED BY DIMMERS OR VACANCY SENSORS
17. AT LEAST ONE LUMINAIRE IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS
SHALL BE CONTROLLED BY VACANCY SENSOR
18. AT LEAST ONE LUMINAIRE IN BATHROOM SHALL BE CONTROLLED BY VACANCY SENSOR.
19. OUTDOOR LIGHTING SHALL BE CONTROLLED BY: · MANUAL ON/OFF SWITCH; AND · CONTROLLED BY PHOTOCELL AND MOTION SENSOR OR PHOTO CONTROL TIME SWITCH
CONTROL/ASTRONOMICAL TIME CLOCK/ENERGY MANAGEMENT CONTROLS SYSTEM
20. A DEDICATED 20-AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY THE LAUNDRY RECEPTACLE OUTLET. CEC 210.11(C)(2) AND 210.52(F)
21. ALL NEW 125 VOLT, 15 AND 20 AMPERE RECEPTACLE OUTLETS SHALL BE TAMPER RESISTANT RECEPTACLES (2019 CEC 406.12).
22. EACH BATHROOM SHALL BE MECHANICALLY VENTILATED WITH AN "ENERGY STAR" EXHAUST FAN, AND MUST BE CONTROLLED BY A HUMIDITY CONTROL. EXHAUST FANS SHALL BE RATED 50 CFM MINIMUM (CRC R303.3.1).
23. THE EXHAUST FANS SHALL BE CONTROLLED SEPARATELY FROM LIGHTING SYSTEM PER CENC SEC.150.0(K) 2B.
24. ALL OUTDOOR RECEPTACLES AND LIGHTS SHALL BE GFCI AND WEATHERPROOF (WP) AND WEATHER-RESISTANT (WR) PER CEC SEC. 210.8 AND 406.9.
25. PER MMC II-11-2.09, IF IT IS GAS APPLIANCES, A DEDICATED 208/240-VOLT, 50 AMP OR GREATER
ELECTRICAL RECEPTACLE THAT IS CONNECTED TO THE ELECTRIC PANEL WITH CONDUCTORS OF ADEQUATE CAPACITY, WITHIN 3 FEET OF THE APPLIANCE AND ACCESSIBLE WITH NO OBSTRUCTIONS. A
RESERVED DOUBLE POLE CIRCUIT BREAKER SPACE IN THE ELECTRICAL PANEL ADJACENT TO THE BRANCH CIRCUIT LABELLED FOR FUTURE APPLIANCE AND ELECTRICALLY ISOLATED.
SD BATTERY CARBON & MONOXIDE SMOKE ALARMS, CEILING MOUNTED CO LOAD A
A
A
A
A
A
A
A
B
B
B
B
B
B
B
B
NO
1 3
5 7
9 11
13 15
17 19
21 23
25 27
29 31
33 35
37 39
41 C
C
C
C
C
C
C
C
VA NO
2 4
6 8
10 12
14 16
18 20
22 24
26 28
30 32
34 36
38 40
42 VA LOAD
(N) SUB PANEL ALLOWED LOAD:
200 AMPS
PANEL LOADED AT
65%
% PHASE UNBALANCE
19% <30% LOADED
(N) PANEL: "main panel"
TYPE: PANELBOARD
NOTES: MAIN PANEL
VOLTAGE: 120/208V, 3P, 4W
AIC: FULLY RATED
BUS: 200A
MLO: 200A
MOUNT: FLUSH
TYPE: NEMA 1
TOP FEED PRINT DATE: JUNE 17, 2019
SUBTOTAL
TOTAL: 26,912 VA
AMP REQUIRED 26,912 VA / 208V*1.732 = 75AMP
AMP PROVIDED 100 AMP
NOTE:
ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL ELECTRICAL EQUIPMENT TO THE 2019 CALIFORNIA
ELECTRICAL CODE
50 20
20 SPACE
SPACE
SPACE
LIGHTING -PAVILION
20 20
20 20
1,907
20 1,600
400
624 6,000
INDOOR RECEPTACLES -PAVILION
KITCHEN RECEPTACLES -PAVILION
OUTDOOR RECEPTACLES -PAVILION
20 20
20 RESTROOM -PAVILION
ADDITION BATH
1,907
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
1,800
2,400
14,912
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
12,000
TANKLESS WATER HATER
KITCHEN RECEPTACLES -PAVILION
REFRIGERATOR -PAVILION 1,800
CEILING FAN -PAVILION 174
GARBAGE DISPOSAL -PAVILION 800
SPACE
SPACE
SPACE
SPACE
SPACE
FIRE PLACE 1500
20 SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
50 6,000 DEDICATED 208/240-VOLT, 50 AMP
RESIDENTIAL ELECTRICAL LOAD CALCULATION SHEET
1. GENERAL LIGHTING: Table 220.12
_____________ Sq. ft. x 3 VA =
Small appliances: 220.52(A)
____________ VA x __________ circuits =
Laundry: 220.52(B)
____________ VA x 2 circuit =
Applying Demand Factors: Table 220.42
1st 3000 VA x 100% =
Next __________ VA x 35% =
Remaining ____________ VA x 25% =
Total
VA
VA
VA
3,000 VA
VA
VA
VA
2. FIXED APPLIANCES: 220.53 ("it shall be permissible to apply a demand factor of 75% for four+ appliances other than electric ranges, clothes dryers, space heating equip., air-conditioning equip.)
Dishwasher =
Disposer =
Compactor =
Microwave =
Spa =
Attic Fan =
____________ =
Total:
(1500) VA
(800) VA
(99) VA
(1300) VA
(12,000) VA
(1600) VA
VA
VA x 75% = ____________ VA
3. DRYER: 220.54; Table 220.54
_____x 1______ VA __________ % = ____________ VA
4. COOKING EQUIPMENT: Table 220.55; Notes
Col A __________ VA x __________ % =
Col B __________ VA x __________ % =
Total
5. HEATING or A/C: 220.60(non-coincident loads)
Heating unit = ____________ VA x 100 % = ____________ VA A/C unit = ____________ VA x 100 % =
Heat Pump = ____________ VA x 100 % =
Largest Load
____________ VA
____________ VA
VA
6. LARGEST MOTOR OUTLETS: 220.14(C) => 430.24 & 440.6
__________ VA x 25 % = VA
7. EVSC ________________VA x1.25 (cont. duty)
9. SERVICE
Total VA
VA/240 volts =
________ VA
VA
VA
VA
VA
VA
Amps
FOR SERVICE PANEL
9,946 29,838
1,500 (2) 3,000
(1,500) 3,000
32,838 11,494
14,494
1 1
1 1
0 1
5,299
5,299 3,947
(5,500) 100 5,500
Col C __________ VA x __________ % =
0 (GAS) 0
3,500 3,500
3,500
1,600
54,753
275
0 400
8. PAVILION = 26,912 VA
· NEW 1,200 SQ.FT 1 STORY PAVILION
· ADD 76 SQ.FT. BATH AT LEFT EXISTING CASITA
· NEW POOL
SCOPE OF WORK
CHECK
DRAWN
JOB NO.
SHEET
REVISIONS
1ST BUILDING
SUBMITTAL
HIEN T. KIM NGUYEN
Professional Eng. Corp. 15 Duberstein Drive
San Ramon, CA 94583 408-893-690
[email protected]
RAJ AND ANNU NAVANI
NEW PAVILION, GAME ROOM &
BATH
1350 Country Club Drive
Milpitas, CA, 95035
1 PLAN CHECK 2/15/2022
2 PLAN CHECK 08/24/2023
A4
ELECTRICAL FLOOR
PLANS
2
PROPOSED BATH
(N)SL 3
03 0 TEMP.GL.
A
A.4-1
A
A.4-1
HE W.P
HE
GFCI WP
HE
PROPOSED BATHROOM ELECTRICAL FLOOR PLAN
SCALE : 1/4" = 1'
HE W/ OCC. SENSOR
OCC SEN. 210.0 * MAX 7 3/4" STEP DOWN CBK19#12
CBK19#12
CBK19#12
SH 306
0 SH 3
06 0
SH 3
06 0
10'H CEILING
(N)10'H CEILING
EXISTING WALL
NEW WALL
LEGEND:
5" RECESSED LIGHTING FIXTURE - CEILING MOUNTED
ELECTRICAL LEGEND
ROPE PENDANT LIGHT
OUTDOOR LIGHTING FIXTURE, WALL MOUNTED,
SINGLE POLE TOGGLE SWITCH, +48", 8" ABOVE COUNTER
GFCI INDECATED DEVICE/ RECEPTACLE HAS GFCI PROTECTION
W.P&W.R ABBREVIATION FOR Weatherproof (WP) and Weather-resistant (WR)
EXHAUSTED FAN W/ FLUORESCENT HIGH EFFICIACY LIGHTING
COMBO SWICTH SEPERATELY WATERPROOF
HE
W.P
110V DUPLEX RECEPTACLE U.O.N., 15" ABOVE FLOOR, U.O.N.
110V DUPLEX RECEPTACLE U.O.N., 12" ABOVE COUNTER U.O.N.
SINGLE MULTI-FUNCTION CONTROL SWITCH, 48" ABOVE FLOOR
220V 220V RECEPTACLE
HE HIGH EFFICIACY
LIGHTING FIXTURE, WALL MOUNTED, +84 U.O.N
OCCUPANCY SENSOR
+84 U.O.N W/ SENSOR
22 IN. DIAMETER PENDANT LIGHT
EXTERIOR CEILING FAN
V.S VACANCY SENSOR
OCC SEN. OCCUPANCY SENSOR
TC TIME CLOCK W/ 2HR BYPASS
PC PHOTOCELL SENSOR
ELECTRICAL NOTES:
1. ALL RECEPTACLES TO BE INSTALLED MINIMUM PER CEC EVEN IF NOT SHOWN (C.E.C 210-52)
2. INSTALL DEDICATED 20-AMP CIRCUIT AT BATHROOM RECEPTACLES (C.E.C 210.52D)
3. PROVIDE STEEL ELECTRICAL BOX IN FIRE-RESISTIVE CEILING AND WALL SEPARATE ELECTRICAL BOXES BACK TO BACK IN FIRE RESISTIVE WALLS BY A MIN 24" HORIZONTALLY BOX AREA SHALL NOT EXCEED 16 SQ IN. AS PER U.B.S 709.7
4. PROVIDE CONDUCTOR WIRES WITH AN INSULATES NEUTRAL AND A FOURFRONG OUTLETS FOR
DRYER AND RANGE
5. PROVIDE ARC-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLE IN ALL HABITABLE ROOMS (EXCEPT GARAGE) . PER CEC 210.12.
6. PROVIDE HARD-WIRED INTERCONNECTED SMOKE DETECTORS EQUIPPED WITH BATTERY BACK UP.
7. RECEPTACLE OUTLETS SHALL BE INSTALLED IN ALL HABITABLE ROOMS: (A) ON ALL WALL SPACES 2FT OR WIDER (B) NOT MORE THAN 6FT FROM OPENING AND (C) NOT MORE THAN 12 FT
ON CENTERS
8. RECEPTACLE OUTLETS SHALL BE INSTALLED IN KITCHENS: (A) ON COUNTER SPACES 12 INCHES OR WIDER (B) NOT MORE THAN 4FT ON CENTERS, (C) NOT MORE THAN 2FT FROM AN EDGE COUNTER AND (D) ON ISLAND/PENINSULAR COUNTERTOP 12" OR WIDER (1 VERY 4')
9. ALL 125 VOLT, SINGLE-PHASE RECEPTACLE OUTLETS SHALL HAVE GROUND-FAULT CIRCUIT PROTECTION AT THE FOLLOWING LOCATIONS: (A) BATHROOM, ADJACENT TO BASIN, (B) GARAGE, (C) OUTSIDE AND (D) ALL KITCHEN OUTLETS.
10. PROVIDE RECEPTACLE OUTLET IN DWELLING UNIT HALLWAYS 10'-0" OR MORE IN LENGTH.
11. EXTERIOR LIGHTING TO BE PROVIDED WITH MOTION AND PHOTO SENSORS.
12. FOR ALL RECEPTACLES, SWITCHES, DISCONNECTS AND SIMILAR DEVICES, MEASURE FROM THE FINISHED FLOOR:
MINIMUM HEIGHT: 15 INCHES FROM FLOOR TO THE BOTTOM OF THE OUTLET BOX MAXIMUM HEIGHT: 48 INCHES FROM FLOOR TO THE TOP OF THE OUTLET BOX. IF THE REACH IS OVER AN OBSTRUCTION, SUCH AS A KITCHEN BASE CABINET WITH A DEPTH OF 20 TO 25 INCHES, THE MAXIMUM HEIGHT IS REDUCED TO 44 INCHE FOR FORWARD APPROACH AND 46 INCHES FOR SIDE APPROACH.
13. GFCI PROTECTION MUST BE INSTALLED IN A READILY ACCESSIBLE LOCATION IN THE FOLLOWING AREAS: KITCHENS, BATHROOMS, INDOOR WET LOCATIONS, LOCKER ROOMS WITH SHOWERS, OUTDOOR AREAS, GARAGES, ROOFTOPS, AND WITHIN 6 FEET OF THE OUTSIDE EDGE OF ANY SINK.
14. EXTERIOR RECEPTACLES, ELECTRICAL DEVICES AND THEIR COVER PLATES MUST BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE INSTALLED. WHEN EXPOSED TO RAIN OR WATER CONDITIONS, ELECTRICAL DEVICES MUST BE LISTED FOR “WET-LOCATION.”
15. SWITCHES SERVING LIGHT FIXTURES REQUIRE A NEUTRAL CONDUCTOR TO BE BROUGHT THE OUTLET BOX.
16. RECESSED DOWNLIGHTS LUMINAIRES IN CEILINGS SHALL: · BE LISTED IC FOR ZERO CLEARANCE; AND · AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS; AND · BE SEALED WITH A GASKET OR CAULK BETWEEN LUMINAIRE HOUSING AND CEILING; AND · BE READILY ACCESSIBLE FOR MAINTENANCE IF ASSOCIATED WITH HARDWIRED BALLASTS OR DRIVES; AND
· NOT CONTAIN SCREW BASE SOCKETS; AND
· CONTAIN LIGHT SOURCES THAT COMPLY WITH REFERENCE JOINT APPENDIX J8 AND ARE MARKED “JA8-2016-E”; AND
· BE CONTROLLED BY DIMMERS OR VACANCY SENSORS
17. AT LEAST ONE LUMINAIRE IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS
SHALL BE CONTROLLED BY VACANCY SENSOR
18. AT LEAST ONE LUMINAIRE IN BATHROOM SHALL BE CONTROLLED BY VACANCY SENSOR.
19. OUTDOOR LIGHTING SHALL BE CONTROLLED BY: · MANUAL ON/OFF SWITCH; AND · CONTROLLED BY PHOTOCELL AND MOTION SENSOR OR PHOTO CONTROL TIME SWITCH
CONTROL/ASTRONOMICAL TIME CLOCK/ENERGY MANAGEMENT CONTROLS SYSTEM
20. A DEDICATED 20-AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY THE LAUNDRY RECEPTACLE OUTLET. CEC 210.11(C)(2) AND 210.52(F)
21. ALL NEW 125 VOLT, 15 AND 20 AMPERE RECEPTACLE OUTLETS SHALL BE TAMPER RESISTANT RECEPTACLES (2019 CEC 406.12).
22. EACH BATHROOM SHALL BE MECHANICALLY VENTILATED WITH AN "ENERGY STAR" EXHAUST FAN, AND MUST BE CONTROLLED BY A HUMIDITY CONTROL. EXHAUST FANS SHALL BE RATED 50 CFM MINIMUM (CRC R303.3.1).
23. THE EXHAUST FANS SHALL BE CONTROLLED SEPARATELY FROM LIGHTING SYSTEM PER CENC SEC.150.0(K) 2B.
24. ALL OUTDOOR RECEPTACLES AND LIGHTS SHALL BE GFCI AND WEATHERPROOF (WP) AND WEATHER-RESISTANT (WR) PER CEC SEC. 210.8 AND 406.9.
25. PER MMC II-11-2.09, IF IT IS GAS APPLIANCES, A DEDICATED 208/240-VOLT, 50 AMP OR GREATER
ELECTRICAL RECEPTACLE THAT IS CONNECTED TO THE ELECTRIC PANEL WITH CONDUCTORS OF ADEQUATE CAPACITY, WITHIN 3 FEET OF THE APPLIANCE AND ACCESSIBLE WITH NO OBSTRUCTIONS. A
RESERVED DOUBLE POLE CIRCUIT BREAKER SPACE IN THE ELECTRICAL PANEL ADJACENT TO THE BRANCH CIRCUIT LABELLED FOR FUTURE APPLIANCE AND ELECTRICALLY ISOLATED.
SD BATTERY CARBON & MONOXIDE SMOKE ALARMS, CEILING MOUNTED CO · NEW 1,200 SQ.FT 1 STORY PAVILION
· ADD 76 SQ.FT. BATH AT LEFT EXISTING CASITA
· NEW POOL
SCOPE OF WORK
CHECK
DRAWN
JOB NO.
SHEET
REVISIONS
1ST BUILDING
SUBMITTAL
HIEN T. KIM NGUYEN
Professional Eng. Corp. 15 Duberstein Drive
San Ramon, CA 94583 408-893-690
[email protected]
RAJ AND ANNU NAVANI
NEW PAVILION, GAME ROOM &
BATH
1350 Country Club Drive
Milpitas, CA, 95035
1 PLAN CHECK 2/15/2022
2 PLAN CHECK 08/24/2023
A5
ELECTRICAL FLOOR
PLANS
2
REF
A
A.2-3
A
A.2-3
PCTC
PCTC PC
TC
V.S
OCC
SEN.
PCTC (N)100 AMP ELEC. PANEL (N)TANKLESS WATER HEATER
GAS
BARBECUE CW CW CW CW CW CW CW CW CW CW CW CW CW
CW CW CW CW CW
CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW
CW CW CW CW CW CW
CW CW CW CW CW CW CW CW CW
CW CW CW CW CW TO THE ADDITION BATH
HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW
HW HW HW HW HW HW HW HW HW HW HW HW HW HW
HW HW HW HW HW HW HW HW HW HW
HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW
HW HW HW HW HW HW HW HW HW HW
FROM WATER METER 1" COPPER TYPE M (110' CW)
1" COPPER TYPE M (88' CW) 1" COPPER TYPE M (88' HW)
1" COPPER TYPE M (80' CW) CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW
1" COPPER TYPE M (80' HW) 1" COPPER TYPE M (6' CW)
PROPOSED WATER SUPPLY PLAN
SCALE : 1/4" = 1'
LEGEND:
GAS
BURNER
REF
A
A.2-3
A
A.2-3
PCTC
PCTC PC
TC
V.S
OCC
SEN.
PCTC (N)100 AMP ELEC. PANEL (N)TANKLESS WATER HEATER
GAS
BARBECUE 3" A.B.S (24') UNDER FLOOR SLOPE MIN. 14" / 1' (TYP.)
TIE TO (E)SANITARY
SEWER LINE
CO
2"W VENT
TO ROOF
11 4"W(8')
3"W(9')
3"W
2"W(9')
1 1
4"W (10')
PROPOSED SANITARY SEWER PLAN
SCALE : 1/4" = 1'
LEGEND:
GAS
BURNER
· NEW 1,200 SQ.FT 1 STORY PAVILION
· ADD 76 SQ.FT. BATH AT LEFT EXISTING CASITA
· NEW POOL
SCOPE OF WORK
CHECK
DRAWN
JOB NO.
SHEET
REVISIONS
1ST BUILDING
SUBMITTAL
HIEN T. KIM NGUYEN
Professional Eng. Corp. 15 Duberstein Drive
San Ramon, CA 94583 408-893-690
[email protected]
RAJ AND ANNU NAVANI
NEW PAVILION, GAME ROOM &
BATH
1350 Country Club Drive
Milpitas, CA, 95035
1 PLAN CHECK 2/15/2022
2 PLAN CHECK 08/24/2023
A6
WATER SUPPLY PLAN&
SANITARY SEWER PLAN
2
PROPOSED BATH
(N)SL 303
0 TEMP.GL.
A
A.4-1
A
A.4-1
OCC SEN. 210.0 * MAX 7 3/4" STEP DOWN CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
HW
HW
HW
HW
HW HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
1" COPPER TYPE M (80' CW) 1" COPPER TYPE M (80' HW)
1" COPPER TYPE M (25' CW) 1" COPPER TYPE M (17' HW)
PROPOSED WATER SUPPLY PLAN
SCALE : 1/4" = 1'
SH 306
0 SH 306
0 SH 306
0 10'H CEILING
(N)10'H CEILING
EXISTING WALL
NEW WALL
LEGEND:
PROPOSED BATH
(N)SL 3
03 0 TEMP.GL.
A
A.4-1
A
A.4-1
OCC
SEN. 210.0 * MAX 7 3/4" STEP DOWN
TIE TO (E)SANITARY
SEWER LINE
3" A.B.S (44') UNDER FLOOR SLOPE MIN. 14" / 1' (TYP.)
CO
3"W(6')
2"W(6')
114"W(4')
2"W VENT
TO ROOF
PROPOSED SANITARY SEWER PLAN
SCALE : 1/4" = 1'
SH 3
06 0
SH 3
06 0
SH 3
06 0
10'H CEILING
(N)10'H CEILING
EXISTING WALL
NEW WALL
LEGEND:
2"W VENT
TO ROOF
SANITARY SEWER DIAGRAM
A.B.S : ACRYLONITRILE BUTADIENE STYRENE
CO : CLEAN OUT
TIE TO (E)SANITARY
SEWER LINE
3" A.B.S (24') UNDER FLOOR
SLOPE MIN. 14" / 1' (TYP.)
1 1
4"W (10')
KITCHEN
SINK
SHOWER w.c
lv
CO
2"W(9')
3"W(9')
1 14"W(8')
lv shower
w.c
1 1
4"W(4') 2"W(6')
3"W(6')
CO
3" A.B.S (44') UNDER FLOOR
SLOPE MIN. 1
4" / 1' (TYP.)
TIE TO (E)SANITARY
SEWER LINE
PAVILION ADDITION BATH
2"W VENT
TO ROOF
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
FROM WATER METER
1" COPPER TYPE M (110' CW)
HW HW HW HW HW HW HW HW HW HW HW HW
HW
HW
HW HW HW HW HW HW
HW
HW
HW
HW
HW HW HW HW HW HW HW HW HW
HW
HW
HW HW HW HW HW HW HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW
HW HW HW HW HW HW HW HW HW HW HW
HW
HW
CW CW CW W.C
TANKLESS
WATERHEATER HW
LV
shower 1
2" PIPE
1" COPPER TYPE M (88' CW) 1" COPPER TYPE M (88' HW)
1" COPPER TYPE M (80' CW)
1" COPPER TYPE M (80' HW)
1 2" PIPE
KITCHEN SINK
1" COPPER TYPE M (6' CW)
TO MAIN HOUSE
POINT OF CONNECTION FROM EXISTING
PIPING TO NEW PIPING ENTERING THE
NEW BUILDING
COPPER PIPE
MIN. 1Ä1 WATER LINE
1" COPPER TYPE M (25' CW) 1" COPPER TYPE M (17' HW)
CW
CW
CW
CW
CW
CW
CW CW CW CW CW CW CW CW CW
CW
CW
CW
CW
CW
CW
CW
CW CW CW CW CW CW
CW
CW CW CW CW CW CW CW
CW
CW
CW
CW CW CW CW
CW
CW
CW CW CW CW CW CW CW CW CW CW
CW
CW
CW
CW
CW
CW
CW CW CW
CW
CW
CW
CW
CW CW CW CW CW CW CW
CW
CW
CW
HW
HW
HW
HW
HW
HW
HW
HW
HW HW HW HW HW
HW
HW
HW
HW
HW HW HW HW HW lv
1 2" PIPE
1 2" PIPE
shower
w.c
addition bath
new pavilion
WATER SUPPLY DIAGRAM
HW HW HW HW HW HW (HOT WATER)
LEGENDS:
WH : WATER HEATER
CO : CLEANOUT
CW CW CW CW CW (COLD WATER)
FIXTURE CALCULATIONS FOR PAVILION & ADDITION BATH
FIXTURE TYPE
WATER CLOSET, 1.28 GPF
LAVATORY
SHOWER
KITCHEN SINKS
TOTAL FIXTURE UNITS
REQUIRED MINIMUM PIPE SIZE (OVER 60 PSI)
(MAXIMUM LENGTH = 300 FT)
Q.TY
2 2
2 1
DEMAND WEIGHT IN WSFU
COLD
2.5 1
2 1.5
HOT
0 1
2 1.5
FIXTURE
DEMAND
2.5 1.5
3 2.25
TOTAL
COLD
WATER
5 2
4 1.5
12.5 1 "
TOTAL HOT
WATER
0 2
4 1.5
7.5 1"
TOTAL
DEMAND
5 3
6 2.25
16.25 1"
DRAINAGE
DFU
3 1
2 2
6 2
4 2
14 3"
1 2
3 1
2 TOTAL
DEMAND
NOTE:
1. FIXTURE UNITS ARE BASED ON 2019 CPC TABLE 610.4 FOR WATER AND TABLE 703.2 FOR DRAINAGE.
2. SEPERATE HOT AND COLD WATER FIXTURE UNITS ARE TAKEN AS THREE - QUARTER (3/4) OF TOTAL FIXTURE DEMAND, PER 2019 CPC TABLE 610.3, NOTE 3.
3. PIPE SIZES ARE BASED ON 2019 CPC TABLE 610.4 FOR WATER AND TABLE 703.2 FOR DRAINAGE.
4. SELF-CLOSING OR SELF-CLOSING METERING FAUCETS SHALL BE INSTALLED ON LAVATORIES INTENDED TO SERVE THE TRANSIENT PUBLIC. METERED FAUCETS SHALL DELIVER A MAXIMUM OF 0.25 GALLONS OF WATER PER USE.
5. PLUMBING VENTS SHALL TERMINATE NOT LESS THAN TEN FEET FROM ANY AIR INTAKE
FIXTURE CALCULATIONS
FIXTURE TYPE
WATER CLOSET, 1.28 GPF
LAVATORY
BATHTUB
SHOWER
CLOTHES WASHER
KITCHEN SINKS
HOSE BIB
TOTAL FIXTURE UNITS
REQUIRED MINIMUM PIPE SIZE (OVER 60 PSI)
(MAXIMUM LENGTH = 300 FT)
Q.TY
7 7
6 2
1 2
1 DEMAND WEIGHT IN WSFU
COLD
2.5 1
4 2
4 1.5
3 HOT
0 1
4 2
4 1.5
FIXTURE
DEMAND
2.5 1.5
6 3
6 2.25
3 TOTAL
COLD
WATER
17.5 7
24 4
4 3
3 62.5
1 1/2 "
TOTAL HOT
WATER
0 7
24 4
4 3
0 42
1 1/2"
TOTAL
DEMAND
17.5 10.5
36 6
6 4.5
3 83.5
1 1/2"
DRAINAGE
DFU
3 1
2 2
3 2
21 7
12 4
3 4
51 4"
1 2
3 1
2 TOTAL
DEMAND
· NEW 1,200 SQ.FT 1 STORY PAVILION
· ADD 76 SQ.FT. BATH AT LEFT EXISTING CASITA
· NEW POOL
SCOPE OF WORK
CHECK
DRAWN
JOB NO.
SHEET
REVISIONS
1ST BUILDING
SUBMITTAL
HIEN T. KIM NGUYEN
Professional Eng. Corp. 15 Duberstein Drive
San Ramon, CA 94583 408-893-690
[email protected]
RAJ AND ANNU NAVANI
NEW PAVILION, GAME ROOM &
BATH
1350 Country Club Drive
Milpitas, CA, 95035
1 PLAN CHECK 2/15/2022
2 PLAN CHECK 08/24/2023
A7
WATER SUPPLY PLAN&
SANITARY SEWER PLAN
2
CHECK
DRAWN
JOB NO.
SHEET
REVISIONS
1ST BUILDING
SUBMITTAL
HIEN T. KIM NGUYEN
Professional Eng. Corp. 15 Duberstein Drive
San Ramon, CA 94583 408-893-690
[email protected]
RAJ AND ANNU NAVANI
NEW PAVILION, GAME ROOM &
BATH
1350 Country Club Drive
Milpitas, CA, 95035 1 PLAN CHECK 2/15/2022 2 PLAN CHECK 08/24/2023 CG
CALGREEN BUILDING
CHECKLIST xx
N/A
N/A
N/A
N/A xxxxx
N/A x xxxxxxxxxxxx xxxxxxxxxxxxxxxxx
N/A x xx
CHECK
DRAWN
JOB NO.
SHEET
REVISIONS
1ST BUILDING
SUBMITTAL
HIEN T. KIM NGUYEN
Professional Eng. Corp. 15 Duberstein Drive
San Ramon, CA 94583 408-893-690
[email protected]
RAJ AND ANNU NAVANI
NEW PAVILION, GAME ROOM &
BATH
1350 Country Club Drive
Milpitas, CA, 95035
1 PLAN CHECK 2/15/2022
2 PLAN CHECK 08/24/2023
CB
BLUE PRINT FOR
A CLEAN BAY
NEW CIVIL IMPROVEMENTS PLAN
1350 COUNTRY CLUB DRIVE
MILPITAS, CA 95035
RAJ AND ANNU NAVANI
1350 COUNTRY CLUB DRIVE
MILPITAS, CA 95035 AND SHEET INDEX GENERAL NOTES LOCATION MAP S21045 EUES AS SHOWN 06-24-23 C0.0 VICINITY MAP NOT TO SCALE SYMBOLS @ AT BLDG. BUILDING BLKG. BLOCKING CB CEILING CL CENTER LINE CO CLEANOUT COMPO. COMPOSITION CONC. CONCRETE DEMO. DEMOLITION DIA. DIAMETER DN. DOWN D.S. DOWN SPOUT EA. EACH (E) EXISTING EQ. EQUAL EXT. EXTERIOR FG FINISH GRADE FIN. FLR FINISH FLOOR FL FLOW LINE FP FINISH PAVEMENT HDR. HEADER HT. HEIGHT MON MONUMENT TW TOP OF WALL BW BOTTOM OF WALL TP TOP OF PAVEMENT (N) NEW N NORTH O.C. ON CENTER OPNG. OPENING PR. PAIR PLYWD. PLYWOOD (R) REMOVE RWL RAINWATER LEADER REF. REFERENCE SAD SEE ARCHITECTURAL DRAWINGS SLD SEE LANDSCAPE DRAWINGS SHT. SHEET SS SANITARY SEWER SSCO SANITARY SEWER CLEANOUT SD STORM DRAIN SDCO STORM DRAIN CLEANOUT TYP. TYPICAL V.I.F. VERIFY IN FIELD W/ WITH WD. WOOD ABBREVIATIONS SHEET INDEX BOUNDARY LINE CENTERLINE MONUMENT LINE PROPERTY LINE NOTE: GRADING QUANTITIES REPRESENT BANK YARDAGE. THEY DO NOT INCLUDE ANY SWELLING OR SHRINKAGE FACTORS AND ARE INTENDED TO REPRESENT IN-SITU CONDITIONS. QUANTITIES DO NOT INCLUDE OVER-EXCAVATION, TRENCHING, STRUCTURAL FOUNDATIONS OR PIERS. NOTE THE GEOTECHNICAL ENGINEER IN THE FIELD MAY REQUIRE ADDITIONAL EARTHWORK AT TIME OF CONSTRUCTION. CONTRACTOR SHALL INDEPENDENTLY DETERMINE AND IS RESPONSIBLE FOR THE ACTUAL EARTHWORK QUANTITIES FOR GRADING PERMIT APPLICATION REQUIREMENTS. EXPORT FILL CUT NONE 255 CUBIC YARDS ENGINEER'S STATEMENT THESE PLANS WERE PREPARED BY ME OR UNDER MY DIRECTION IN CONNECTION WITH BY: EKUNDAYO SOWUNMI, P.E. RCE 22573 EXP. 12/31/2023 GENERAL NOTES EARTHWORK QUANTITIES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH STANDARD SPECIFICATIONS, CONSTRUCTION DETAILS, AND STANDARD DRAWINGS (LISTED ON THIS SHEET) OF THE CITY OF MILPITAS AVAILABLE IN THE CITY ENGINEER’S OFFICE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS NECESSARY TO PERFORM THE IMPROVEMENTS IN THESE PLANS FROM THE APPROPRIATE AGENCIES AND TO COMPLY WITH THE AGENCIES' REQUIREMENTS. ALL PLANS SHALL BE PREPARED ON CITY’S IMPROVEMENTS TITLE BLOCK. THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL LAWS. PLANS USED FOR CONSTRUCTION OF PUBLIC FACILITIES PURPOSES MUST BE SIGNED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. ANY SUBSEQUENT CHANGES SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO THEIR CONSTRUCTION. THE OFFICIAL COPY OF THESE PLANS ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER IN MILPITAS. 2. THIS PLAN IS SUBJECT TO REVIEW AND SUBSEQUENT APPROVAL IN THE EVENT THE WORK HAS NOT COMMENCED WITHIN SIX (6) MONTHS OF THE DATE OF PLAN APPROVAL. 3. ALL UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE CITY ENGINEER. 4. A $2,000 DEPOSIT SHALL BE MADE TO THE CITY OF MILPITAS AND A CONSTRUCTION WATER METER SHALL BE OBTAINED FOR INCIDENTAL WATER USED DURING GRADING AND ROADWAY CONSTRUCTION. WATER METER(S) SHALL BE INSTALLED FOR INCIDENTAL WATER USE DURING BUILDING(S) CONSTRUCTION AND PRESSURE TEST OF WATER LINE WITHIN THE BUILDING(S). 5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) AT (800) 642-2444 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES, AND OBTAIN A REFERENCE NUMBER. 6. PRIOR TO ANY CONSTRUCTION OR INSTALLATION OF PUBLIC FACILITIES, THE DEVELOPER'S ENGINEER SHALL ARRANGE A PRE-CONSTRUCTION CONFERENCE BETWEEN THE CONTRACTORS AND THE CITY PUBLIC WORKS INSPECTOR. THIS SHALL TAKE PLACE A MINIMUM OF SEVEN (7) DAYS PRIOR TO THE SCHEDULED START OF WORK. AT THE CONFERENCE, THE DEVELOPER'S ENGINEER SHALL PRESENT THE PUBLIC WORKS INSPECTOR WITH A CERTIFIED COPY OF A MATERIAL LIST AND SPECIFICATIONS FOR INSTALLATION. PRIOR TO THE INSTALLATION, APPROVAL BY THE CITY ENGINEER IS REQUIRED OF ANY NON-STANDARD MATERIALS. ANY NON-STANDARD MATERIALS SHALL BE DEMONSTRATED BY THE DEVELOPER'S ENGINEER AND CONTRACTOR TO EQUAL OR EXCEED CITY STANDARDS. 7. THE CONTRACTOR SHALL CALL CITY OF MILPITAS PUBLIC WORKS FACILITIES INSPECTION AT (408) 586-2884 TO SCHEDULE INSPECTIONS, 48 HOURS PRIOR TO START OF CONSTRUCTION. 8. PRIOR TO ANY WORK, THE CONTRACTOR SHALL OBTAIN A CITY BUSINESS LICENSE AND A PUBLIC WORKS CONSTRUCTION OR ENCROACHMENT PERMIT. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS AND STAKES WITHIN THE CONTRACTOR’S AREA OF WORK. THE CONTRACTOR SHALL NOT DISTURB OR REMOVE ANY MONUMENTS OR STAKES WITHOUT THE PERMISSION OF THE CITY ENGINEER, AND HE SHALL BEAR THE EXPENSE OF RESETTING ANY MONUMENTS OR STAKES WHICH MAY BE DISTURBED OR REMOVED WITH OR WITHOUT PERMISSION. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 15 WORKING DAYS NOTICE TO THE CITY ENGINEER PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS OR STAKES. THE CONTRACTOR SHALL UTILIZE THE SERVICES OF A CALIFORNIA LICENSED LAND SURVEYOR TO RESET ALL DISTURBED OR REMOVED MONUMENTS AND STAKES OR PROVIDE WITNESS MONUMENTS, AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO THE BUSINESS AND PROFESSIONS CODE SECTION 8771. 10. WHEN IT IS FOUND THAT FIELD CONDITIONS ARE NOT AS SHOWN ON THE PLANS, THE CONSULTING ENGINEER SHALL MAKE REVISIONS AND/OR ADJUSTMENTS TO THE SATISFACTION OF THE CITY ENGINEER PRIOR TO FURTHER CONSTRUCTION. 11. UPON COMPLETION OF IMPROVEMENTS, THE DEVELOPER’S ENGINEER SHALL SUBMIT A LETTER TO THE CITY ENGINEER CERTIFYING THAT THOSE PRIVATELY MAINTAINED IMPROVEMENTS (STREET, LIGHTING, UTILITIES, ETC.) HAVE BEEN CONSTRUCTED PER THE IMPROVEMENT PLANS. 12. DEVELOPER SHALL COORDINATE WITH PACIFIC GAS AND ELECTRIC COMPANY FOR THE DESIGN AND INSTALLATION OF ALL GAS AND ELECTRIC FACILITIES. 13. DEVELOPER SHALL COORDINATE WITH AT&T FOR THE DESIGN AND INSTALLATION OF ALL TELEPHONE FACILITIES. 14. CONSTRUCTION SHALL NOT BEGIN UNTIL 7 AM AND SHALL END BY 7 PM, WEEKDAYS AND WEEKENDS, EXCEPT HOLIDAYS. 15. A NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT (NPDES CONSTRUCTION PERMIT) IS REQUIRED PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY RELATED TO THIS SITE AND SHALL BE OBTAINED BY THE OWNER AND/OR OWNER'S CONTRACTOR AS APPROPRIATE. ANY DISCHARGE (DURING CONSTRUCTION) OF GROUNDWATER INTO THE DOWNSTREAM STORM SYSTEM MUST BE UNCONTAMINATED. THE CONTRACTOR SHALL MAKE THIS DETERMINATION PRIOR TO ANY DISCHARGE. 16. IF ARCHAEOLOGICAL MATERIALS ARE UNCOVERED DURING GRADING, TRENCHING OR OTHER EXCAVATION, EARTHWORK WITHIN 100' OF THIS AREA SHALL BE STOPPED UNTIL A PROFESSIONAL ARCHAEOLOGIST WHO IS CERTIFIED BY THE SOCIETY OF CALIFORNIA ARCHAEOLOGIST (SCA) OR THE SOCIETY OF PROFESSIONAL ARCHAEOLOGIST (SOPA) HAS HAD AN OPPORTUNITY TO EVALUATE THE SIGNIFICANCE OF THE FIND AND SUGGEST APPROPRIATE MITIGATION MEASURES, IF THEY ARE DEEMED NECESSARY. 17. RECORD DRAWINGS ORIGINAL PLANS, INCLUDING A COPY OF THE AUTOCAD FILES (DIGITAL FORMAT) SHALL BE FURNISHED TO THE CITY ENGINEER WITHIN SIXTY (60) DAYS OF THE COMPLETION OF CONSTRUCTION AND PRIOR TO INITIAL ACCEPTANCE OF PUBLIC IMPROVEMENTS. 18. ALL GRADING SHALL COMPLY WITH CITY OF MILPITAS GRADING ORDINANCE, THIS PLAN, AND THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY FRANK LEE & ASSOCIATES GEOTECHNICAL CONSULTANTS DATED AUGUST 8, 2021 AND ALL SUBSEQUENT ADDENDUMS. 19. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM HIS/HER RESPONSIBILITY TO CORRECT ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, ANY REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 20. A WATER VALVE SHALL BE INSTALLED FOR EACH RESIDENTIAL UNIT AFTER THE METER AND PRIOR TO ENTRY OF THE BUILDING SUCH THAT IT IS ACCESSIBLE TO HOMEOWNER AND CITY METER READER. 21. THE FOLLOWING ENTITIES SHALL BE RESPONSIBLE FOR INSPECTION AND MAINTENANCE / OWNERSHIP OF THE LISTED FACILITIES AND COMPLETION CERTIFICATE BY DESIGN ENGINEER (STATE OWNERSHIP’S NAME AND INSPECTION BY P.W. INSPECTION OR BUILD. DIV.): FACILITIES OWNERSHIP INSPECTION DESIGN ENGINEER WATER - CITY OF MILPITAS, BUILD. DIV, SEWER - CITY OF MILPITAS, BUILD. DIV. STORM - CITY OF MILPITAS, BUILD. DIV. STREET - CITY OF MILPITAS, BUILD. DIV. DESIGN ENGINEER COMPLETION CERTIFICATE “REQUIRED” IF INSPECTION BY BUILD. DIV., “NOT REQUIRED” IF INSPECTION BY P.W. INSPECTION. 22. EACH PARCEL SHALL HAVE SEPARATE SOLID WASTE ENCLOSURE AND BFI SERVICE. UNLESS, NECESSARY AGREEMENTS HAVE BEEN RECORDED TO PROVIDE FOR JOINT USE OF ENCLOSURE AND OR BFI SERVICES FOR MORE THAN ONE PARCEL. 416 CUBIC YARDS PROJECT LOCATION CIVIL IMPROVEMENT PLANS 1350 COUNTRY CLUB DRIVE, MILPITAS, CA CITY OF MILPITAS FIRE DEPARTMENT ACCEPTANCE OF THESE PLANS IS NOT INTENDED TO PERMIT ANY VIOLATIONS, OMISSIONS, OR ERRORS OF CODE, REGULATION OR STANDARD. DEVIATIONS SHALL BE SPECIFICALLY IDENTIFIED IN WRITING, AND INDEPENDENTLY SUBMITTED FOR REVIEW AND APPROVAL. ACCEPTANCE OF THESE PLANS EXPIRES IN ONE YEAR, UNLESS ALL PERMITS HAVE BEEN OBTAINED AND CONSTRUCTION HAS COMMENCED. BY: DATE: FIRE DEPARTMENT GEOTECHNICAL ENGINEER GRADING PLANS REVIEWED BY FRANK LEE & ASSOCIATES: BY: DATE: FRANK LEE, C.E. C.E. 34975, REG. EXPIRES 09/30/23 C0.0 LOCATION MAP, GENERAL NOTES & SHEET INDEX C1.0 PLOT PLAN / SITE PLAN C2.0 DEMOLITION PLAN C3.0 GRADING AND DRAINAGE PLAN C4.0 UTILITY PLAN C4.1 SECTIONS C5.0 MISCELLANEOUS DETAILS ESTIMATED IMPERVIOUS SURFACE QUANTITIES BUILDING FOOTPRINT DRIVEWAY(S), PATIO(S), ETC. 711 DETACHED GARAGE(S), OTHER TYPE OF IMPERVIOUS SURFACE 2,770 5,820 SQUARE FEET TOTAL IMPERVIOUS SURFACE IN 06,531 22,295 PRE-PROJECT CONDITION IN SQ. FT. PROPOSED PROJECT IMPROVEMENTS IN SQ. FT. 4,080 15,445 NOTE: · SEE GEOTECHNICAL REPORT PRIOR TO ANY SITE WORK, GRADING, SHORING, COMPACTION, LIME TREATMENT OR EXCAVATION OF FOOTINGS AND UNDERGROUND UTILITIES. FOLLOW GEOTECHNICAL RECOMMENDATIONS AND PROCEDURES. · GEOTECHNICAL ENGINEER SHALL BE RETAINED TO PROVIDE OBSERVATION AND TESTING SERVICES DURING THE GRADING, PAVING, EXCAVATION AND FOUNDATION PHASE OF CONSTRUCTION PER SOIL REPORT RECOMMENDATIONS. SUBMIT INSPECTION AND TESTING REPORTS TO THE BUILDING SAFETY AND HOUSING DEPARTMENTS.
CALAVERAS RIDGE DRIVE (48.00' ROW)
COUNTRY CLUB DRIVE (80.00' ROW)
NEW CIVIL IMPROVEMENTS PLAN
1350 COUNTRY CLUB DRIVE
MILPITAS, CA 95035
RAJ AND ANNU NAVANI
1350 COUNTRY CLUB DRIVE
MILPITAS, CA 95035 PLOT PLAN/ SITE PLAN SCALE: 1" = 40'- 0" SITE PLAN PLOT PLAN/ S21045 EUES AS SHOWN 06-24-23 C1.0 PLOT PLAN/SITE PLAN NOTES S-1 (E) CURB AND GUTTER TO REMAIN. S-2 (E) DRIVEWAY TO REMAIN. S-3 (N) CONCRETE STAIRS. SEE ARCHITECTURAL PLANS. S-4 (E) TREE TO REMAIN, TYP. S-5 (E) CONCRETE RETAINING WALL TO REMAIN. S-6 (N) CONCRETE RETAINING WALL. S-7 (N) CATCH BASIN. S-8 (N) PATIO. SEE ARCHITECTURAL PLANS. S-9 (N) 6" HIGH CONCRETE CURB.
NEW CIVIL IMPROVEMENTS PLAN
1350 COUNTRY CLUB DRIVE
MILPITAS, CA 95035
RAJ AND ANNU NAVANI
1350 COUNTRY CLUB DRIVE
MILPITAS, CA 95035 SITE PLAN SCALE: 1" = 20'- 0" SITE PLANS21045 EUES AS SHOWN 06-24-23 C1.0 SITE PLAN NOTES S-1 (E) CURB AND GUTTER TO REMAIN. S-2 (E) DRIVEWAY TO REMAIN. S-3 (N) CONCRETE STAIRS. SEE ARCHITECTURAL PLANS. S-4 (E) TREE TO REMAIN, TYP. S-5 (E) CONCRETE RETAINING WALL TO REMAIN. S-6 (N) CONCRETE RETAINING WALL. S-7 (N) CATCH BASIN. S-8 (N) PATIO. SEE ARCHITECTURAL PLANS. S-9 (N) 6" HIGH CONCRETE CURB. S-10 (N) STORMWATER DISSIPATOR.
NEW CIVIL IMPROVEMENTS PLAN
1350 COUNTRY CLUB DRIVE
MILPITAS, CA 95035
RAJ AND ANNU NAVANI
1350 COUNTRY CLUB DRIVE
MILPITAS, CA 95035 PLAN DEMOLITIONS21045 EUES AS SHOWN 06-24-23 C2.0 DEMOLITION PLAN SCALE: 1" = 20'- 0" DEMOLITION PLAN NOTES DM-1 (E) BUILDING TO REMAIN. DM-2 (E) ASPHALT CONCRETE PAVEMENT. DM-3 (E) SANITARY SEWER MAIN. DM-4 (E) TREES TO REMAIN. DM-5 DEMOLISH (E) GRAVEL AREA. DM-6 DEMOLISH (E) LANDSCAPING.
NEW CIVIL IMPROVEMENTS PLAN
1350 COUNTRY CLUB DRIVE
MILPITAS, CA 95035
RAJ AND ANNU NAVANI
1350 COUNTRY CLUB DRIVE
MILPITAS, CA 95035 DRAINAGE PLAN GRADING AND S21045 EUES AS SHOWN 06-24-23 C3.0 GRADING AND DRAINAGE PLAN SCALE: 1" = 20'- 0" GRADING AND DRAINAGE PLAN NOTES G-1 (E) CONCRETE RETAINING WALL TO REMAIN. G-2 (E) STORM DRAIN LINE TO REMAIN. G-3 (E) STAIRWAY TO REMAIN. G-4 CONSTRUCT (N) CONCRETE STAIRS. G-5 CONSTRUCT (N) CONCRETE CURB. G-6 CONSTRUCT (N) CONCRETE RETAINING WALL. G-7 CONSTRUCT STORMWATER DISSIPATOR. G-8 (N) SANITARY SEWER CLEANOUT.
NEW CIVIL IMPROVEMENTS PLAN
1350 COUNTRY CLUB DRIVE
MILPITAS, CA 95035
RAJ AND ANNU NAVANI
1350 COUNTRY CLUB DRIVE
MILPITAS, CA 95035 UTILITY PLAN S21045 EUES AS SHOWN 06-24-23 C4.0 UTILITY PLAN SCALE: 1" = 20'- 0" UTILITY PLAN NOTES U-1 (E) SANITARY SEWER MAIN. U-2 CONSTRUCT (N) AREA DRAIN PER DETAIL 1/C5.0. U-3 CONSTRUCT (N) 6" STORM DRAIN PIPE (HDPE) FOR RUNOFF DISCHARGE INTO (E) CONCRETE DITCH. U-4 (E) STORM DRAIN. U-5 CONSTRUCT (N) 4" SEWER LATERAL (2% SLOPE). U-6 CONSTRUCT (N) 4" PERFORATED PIPE AT RETAINING WALL. U-7 CONSTRUCT (N) SANITARY SEWER CLEANOUT. U-8 PROVIDE (N) 3/4" WATERLINE TO (N) BATH AND (N) PAVILION FROM (E) WATERLINE.
NEW CIVIL IMPROVEMENTS PLAN
1350 COUNTRY CLUB DRIVE
MILPITAS, CA 95035
RAJ AND ANNU NAVANI
1350 COUNTRY CLUB DRIVE
MILPITAS, CA 95035 PROFILE & SECTONS PARKING LOT S21045 EUES AS SHOWN 06-24-23 C4.1
NEW CIVIL IMPROVEMENTS PLAN
1350 COUNTRY CLUB DRIVE
MILPITAS, CA 95035
RAJ AND ANNU NAVANI
1350 COUNTRY CLUB DRIVE
MILPITAS, CA 95035 DETAILS MISCELLANEOUS S21045 EUES AS SHOWN 06-24-23 C5.0
CITY OF MILPITAS
AGENDA REPORT
(AR)
Item Title: Accept Additional FY 2023 Citizens’ Option for Public Safety (COPS) Grant for Front-Line Law Enforcement Services and Approve the Appropriation of Funds to the Police Department’s FY2023-24 Operating Budget (Staff Contact: Jared Hernandez, Chief of Police, 408-586-2402)
Category: Consent Calendar-Public Safety
Meeting Date: 2/6/2024
Recommendation: (1) Accept additional FY 2023 Citizens’ Option for Public Safety (COPS) Grant in the Amount of $107,573.61 for Front-Line Law Enforcement Services to be spent in alignment with the City Council approved FY 2023 spending plan; and (2) Approve the appropriation of funds in the total amount of $107,573.61 to the Police Department’s FY2023-24 Operating Budget for Front-Line Law Enforcement Services.
BACKGROUND:
In September of 2021, the California State Legislature, through the Citizens’ Option for Public Safety (COPS) grant program, awarded the City of Milpitas $115,913. On May 3, 2022, the City Council approved the Chief of Police’s spending plan as follows:
1. Community Safety and Emergency Response Equipment
2. Training and Equipment
3. Unmanned Aerial Vehicle (UAS) Equipment
4. Employee Identification Card System Replacement
5. Logistics and Technological Equipment
In September of 2023, the City of Milpitas received an additional $107,573.61 for the FY 2023 COPS grant.
Government Code section 30062 specifies that these funds must be used exclusively for front-line law enforcement services.
ANALYSIS:
California Government Code section 30061 specifies that the City Council shall appropriate these funds exclusively for front line law enforcement services and in accordance with written requests submitted by the Chief of Police. The City of Milpitas is not required to provide matching funds. The Milpitas Police Department has identified additional training and equipment that can be purchased with this additional funding. The Milpitas Police Department will utilize the additional funding within the scope of the previously approved spending plan categories of Training and Equipment and Unmanned Aerial Vehicle (UAS) Equipment.
POLICY ALTERNATIVE(S):
Alternative 1: Refuse the additional funding and modified spending plan for the 2023 Citizens’ Option for Public Safety (COPS) grant.
Pros: There are no identified benefits to this alternative.
Cons: The Police Department would not be able to purchase the needed training and equipment, or the purchase of the training and equipment would be delayed.
Reason for Not Recommending: The additional FY 2023 COPS award does not require matching funds nor are there any requirements that result in a negative impact.
FISCAL IMPACT:
The grant does not require any matching funds. A budget appropriation of $107,573.61 is recommended to add to the Police Department’s FY 2023-24 operating budget. Per the Council approved Budget Guidelines, any unused funds related to this grant will be carried over to the next fiscal year.
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA):
The action is a fiscal activity of the City government or an action to create a City government funding mechanism that does not involve any commitment to any specific project which may result in a potentially significant physical impact on the environment and is not a project pursuant to Cal. Code of Regs., tit. 14, § 15378.
RECOMMENDATION:
(1) Accept Additional FY 2023 Citizens’ Option for Public Safety (COPS) Grant in the Amount of $107,573.61 for Front-Line Law Enforcement Services to be Spent in Alignment with the City Council Approved FY 2023 Spending Plan.
(2) Approve the Appropriation of Funds in the Total Amount of $107,573.61 to the Police Department’s FY2023-24 Operating Budget for Front-Line Law Enforcement Services.
ATTACHMENT(S):
(a) 2023 COPS Spending Plan
(b) Budget Change Form
MEMORANDUM
Milpitas Police Department
1275 N. Milpitas Blvd., Milpitas, CA 95035 www.ci.milpitas.ca.gov Superior Customer Service Open Communication Integrity and Accountability Trust and Respect Recognition and Celebration DATE: April 12, 2023
TO: All Personnel
FROM: Lisa Beaulieu, Management Analyst
SUBJECT: 2023 Citizens Options for Public Safety (COPS) Grant The Milpitas Police Department was awarded a Citizens Options for Public Safety (COPS) grant in the amount of $124,855 for the fiscal year of 2023 from the State of California.
Thank you to all who offered input on how to best make use of these funds.
Based on the ideas received, we proposed, and the City Council approved on April 4, 2023, the expenditures of these funds will be allocated to the following areas, which we believe will enhance our department’s ability to be as effective as possible in delivering services to the citizens of Milpitas:
1. Community Safety & Emergency Response Equipment $53,300
2. Training and Equipment $14,155
3. Unmanned Aircraft System (UAS) Equipment $30,000
4. Employee Identification Card System Replacement $19,200
5. Logistics and Technological Equipment $8,200
Total: $124,855
cc: Chief’s Bulletin Board
Jared Hernandez
Chief of Police
City of Milpitas, California
BUDGET CHANGE FORM
From (Credit) To (Debit)
Type of Change
Account Amount Account Amount
Check one:
Budget
Appropriation
Budget Transfer
261-3567 $107,573.61 261-7144223 $107,573.61
Recommendation: Accept additional FY 2023 Citizens’ Option for Public Safety (COPS) Grant in the Amount of $107,573.61 for Front-Line Law Enforcement Services to be spent in alignment with the City Council approved FY 2023 spending plan; and (2) Approve the appropriation of funds in the total amount of $107,573.61 to the Police Department’s FY2023-24 Operating Budget for Front-Line Law Enforcement Services.
BACKGROUND:
In September of 2021, the California State Legislature, through the Citizens’ Option for Public Safety (COPS) grant program, awarded the City of Milpitas $115,913. On May 3, 2022, the City Council approved the Chief of Police’s spending plan as follows:
1. Community Safety and Emergency Response Equipment
2. Training and Equipment
3. Unmanned Aerial Vehicle (UAS) Equipment
4. Employee Identification Card System Replacement
5. Logistics and Technological Equipment
In September of 2023, the City of Milpitas received an additional $107,573.61 for the FY 2023 COPS grant.
Government Code section 30062 specifies that these funds must be used exclusively for front-line law enforcement services.
ANALYSIS:
California Government Code section 30061 specifies that the City Council shall appropriate these funds exclusively for front line law enforcement services and in accordance with written requests submitted by the Chief of Police. The City of Milpitas is not required to provide matching funds. The Milpitas Police Department has identified additional training and equipment that can be purchased with this additional funding. The Milpitas Police Department will utilize the additional funding within the scope of the previously approved spending plan categories of Training and Equipment and Unmanned Aerial Vehicle (UAS) Equipment.
POLICY ALTERNATIVE(S):
Alternative 1: Refuse the additional funding and modified spending plan for the 2023 Citizens’ Option for Public Safety (COPS) grant.
Pros: There are no identified benefits to this alternative.
Cons: The Police Department would not be able to purchase the needed equipment, or the purchase of the equipment would be delayed.
Reason for Not Recommending: The additional FY 2023 COPS award does not require matching funds nor are there any requirements that result in a negative impact.
FISCAL IMPACT:
The grant does not require any matching funds. A budget appropriation of $107,573.61 is recommended to add to the Police Department’s FY 2023-24 operating budget. Per the Council approved Budget Guidelines, any unused funds related to this grant will be carried over to the next fiscal year.
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA):
The action is a fiscal activity of the City government or an action to create a City government funding mechanism that does not involve any commitment to any specific project which may result in a potentially significant physical impact on the environment and is not a project pursuant to Cal. Code of Regs., tit. 14, § 15378.
RECOMMENDATION:
(1) Accept Additional FY 2023 Citizens’ Option for Public Safety (COPS) Grant in the Amount of $107,573.61 for Front-Line Law Enforcement Services to be Spent in Alignment with the City Council Approved FY 2023 Spending Plan.
(2) Approve the Appropriation of Funds in the Total Amount of $107,573.61 to the Police Department’s FY2023-24 Operating Budget for Front-Line Law Enforcement Services.
ATTACHMENT(S):
(a) 2023 COPS Spending Plan
(b) Budget Change Form
Check if City Council Approval required. Meeting: February 6, 2024 Requested by: Department Head: Jared Hernandez Date: February 6, 2024 Reviewed by: Finance Director: Lauren Lai Date: February 6, 2024 Approved by: City Manager: Ned Thomas Date: February 6, 2024 Date approved by City Council, if required: Confirmed by:
FI/24786/V Form 30-222 (Rev. 1/92)
CITY OF MILPITAS
AGENDA REPORT
(AR)
Item Title: Accept the FY 2024 Citizens’ Option for Public Safety (COPS) Grant for FrontLine Law Enforcement Services and Approve the Appropriation of Funds to the Police Department’s FY2023-24 Operating Budget (Staff Contact: Jared Hernandez, Chief of Police, 408-586-2406)
Category: Consent Calendar-Public Safety
Meeting Date: 2/6/2024
Recommendation: (1) Accept the FY 2024 Citizens’ Option for Public Safety (COPS) Grant in the amount of $126,044.00 for Front-Line Law Enforcement Services; and (2) Approve the appropriation of funds in the total amount of $126,044.00 to the Police Department’s FY2023-24 Operating Budget for Front-Line Law Enforcement Services.
BACKGROUND:
The Citizens’ Option for Public Safety (COPS) program was originally adopted in Assembly Bill 3229 (Brulte) 1996 with funding from the state general fund. The COPS grant program provides funding for front-line law enforcement (municipal police, county sheriffs, and police protection districts); county jails; district attorneys for prosecution; and local juvenile justice programs (since FY 2001).
In FY 2001, the law was amended to provide a minimum frontline law enforcement allocation of $100,000 to any local agency receiving funding under the program. These moneys must supplement existing services and may not be used to supplant any existing funding for law enforcement services.
The City of Milpitas’ FY 2024 COPS Grant award is $126,044. The Police Department has proposed a grant funding spending plan, as outlined below.
ANALYSIS:
The City of Milpitas is not required to provide matching funds. California Government Code section 30062 specifies that these funds must be used exclusively for front line law enforcement services. These funds shall be appropriated pursuant to a written request from the Chief of Police. The Milpitas Police Department recommends the following front-line municipal police services to be purchased with the FY 2024 COPS Grant:
1. Community Engagement and Recruitment Supplies
2. Equipment Security and Storage Systems
3. Firearms Equipment and Training
4. Safety Equipment and Training
5. Polygraph Examiner Training and Travel Expenses
POLICY ALTERNATIVE(S):
Alternative 1: Refuse the FY 2024 Citizen’s Option for Public Safety (COPS) grant award.
Pros: There are no identified benefits to this alternative.
Cons: The Police Department would not be able to purchase the needed equipment and training, or the purchase of the equipment/training would be delayed.
Reason for Not Recommending: The FY 2024 COPS grant award does not require matching funds nor are there any requirements that result in a negative impact.
FISCAL IMPACT:
The grant does not require any matching funds. A budget appropriation of $126,044 is recommended to add to the Police Department’s FY 2023-24 operating budget for the purchase of the equipment and services within the scope of the spending plan. Per the Council approved Budget Guidelines, any unused funds related to this grant will be carried over to the next fiscal year.
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA):
The action is a fiscal activity of the City government or an action to create a City government funding mechanism that does not involve any commitment to any specific project which may result in a potentially significant physical impact on the environment and is not a project pursuant to Cal. Code of Regs., tit. 14, § 15378.
RECOMMENDATION:
(1) Accept the FY 2024 Citizens’ Option for Public Safety (COPS) Grant in the Amount of $126,044.00 for Front-Line Law Enforcement Services.
(2) Approve the Appropriation of Funds in the Total Amount of $126,044.00 to the Police Department’s FY2023-24 Operating Budget for Front-Line Law Enforcement Services.
ATTACHMENT(S):
(a) COPS 2024 Spending Plan
(b) Budget Change Form
MEMORANDUM Milpitas Police Department 1275 N. Milpitas Blvd., Milpitas, CA 95035 www.ci.milpitas.ca.gov
Superior Customer Service Open Communication Integrity and Accountability Trust and Respect Recognition and Celebration DATE: February 6, 2024
TO: Honorable Mayor and City Council
THROUGH: Ned Thomas, City Manager
FROM: Jared Hernandez, Chief of Police
SUBJECT: FY 2024 Citizen Options for Public Safety (COPS) Grant The City of Milpitas anticipates receiving FY 2024 Citizens Option for Public Safety (COPS) funds from the state pursuant to Government Code 30061-30063, in the amount of $126,044. These funds must be used to support front-line law enforcement services and must supplement and not supplant existing funding for front-line law enforcement services.
No City matching funds are required.
These funds shall be appropriated pursuant to written request from the Chief of Police of the law enforcement agency that provides police services for the city. The request shall specify the front-line law enforcement needs of the requesting entity including the personnel, equipment, and programs that are necessary to meet those needs.
Below are the recommended approximate expenditures for COPS grant monies for fiscal year 2024:
1. Community Engagement and Recruitment Supplies $6,000
2. Equipment Security and Storage Systems $66,550
3. Firearms Equipment and Training $10,544
4. Safety Equipment and Training $18,250
5. Polygraph Examiner Training and Travel Expenses $24,700 Total: $126,044
Details on these spending areas are as follows:
1. Community Engagement and Recruitment Supplies
The Police Department currently hosts and participates in a variety of community events throughout the year to consistently build and maintain positive relationships with our community. For example, the Police Department conducts crime prevention presentations, produces crime prevention media, and deploys equipment and technology to deter and prevent criminal activity. In addition, the department attends various recruitment events throughout the year where high-quality recruitment supplies (banners, MPD swag, challenge coins, etc.) are essential in effectively attracting and
2 engaging with potential job applicants. Therefore, the purchase of additional supplies and equipment is needed to continue to fulfill the department’s community engagement and recruitment efforts.
2. Equipment Security and Storage Systems
The Special Weapons and Tactics (SWAT) team has outgrown its current storage space and the existing lockers designed to store specialty equipment and uniforms are 15+ years old and in poor condition due to wear and tear over the years. Security fencing in the Police Department basement will allow the SWAT team storage area to be relocated to a more suitable space and updating the existing lockers will allow for safe and efficient storage of the team’s specialized equipment.
3. Firearms Equipment and Training
The purchase and/or replacement of firearms, less-lethal devices, less-lethal ammunition, firearms accessories, training courses, and equipment will maintain the firearm program inventory and ensure proper training in the use of the equipment and in de-escalation techniques. Ensuring that police personnel are properly equipped and trained with reliable tools and leveraging the latest proven technology will improve police response and reduce liability.
4. Safety Equipment and Training
The purchase of equipment designed for rapid deployment in the field will protect officers and citizens during critical incidents. Protective equipment (such as ballistic plate carriers), specialized imaging equipment, and related training will ensure officers are properly equipped and trained for potential critical and/or violent encounters.
5. Polygraph Examiner Training and Travel Expenses
The Police Department utilizes polygraph as a valuable tool in criminal investigations and for police department job candidate screening as part of the pre-employment background investigation process. The department currently has four (4) polygraph examiners, however due to personnel movement and promotions within the organization as well as anticipated future recruitment and workload for the polygraph unit, adding an additional examiner will afford the department more efficiency in scheduling polygraph screenings and will support succession planning efforts.
RECOMMENDATION:
Allocate the 2024 COPS grant funds ($126,044) to the above program areas.
City of Milpitas, California
BUDGET CHANGE FORM
From (Credit) To (Debit)
Type of Change
Account Amount Account Amount
Check one:
Budget
Appropriation
Budget Transfer
261-3567 $126,044 261-7214223
261-7214223
261-7214223
261-7214223
261-7214223
$6,000
$66,550
$10,544
$18,250
$24,700
Recommendation: (1) Accept the FY 2024 Citizens’ Option for Public Safety (COPS) Grant in the amount of $126,044.00 for Front-Line Law Enforcement Services; and (2) Approve the appropriation of funds in the total amount of $126,044.00 to the Police Department’s FY2023-24 Operating Budget for Front-Line Law Enforcement Services.
BACKGROUND:
The Citizens’ Option for Public Safety (COPS) program was originally adopted in Assembly Bill 3229 (Brulte) 1996 with funding from the state general fund. The COPS grant program provides funding for front-line law enforcement (municipal police, county sheriffs, and police protection districts); county jails; district attorneys for prosecution; and local juvenile justice programs (since FY 2001).
In FY 2001, the law was amended to provide a minimum frontline law enforcement allocation of $100,000 to any local agency receiving funding under the program. These moneys must supplement existing services and may not be used to supplant any existing funding for law enforcement services.
The City of Milpitas’ FY 2024 COPS Grant award is $126,044. The Police Department has proposed a grant funding spending plan, as outlined below.
ANALYSIS:
The City of Milpitas is not required to provide matching funds. California Government Code section 30062 specifies that these funds must be used exclusively for front line law enforcement services. These funds shall be appropriated pursuant to a written request from the Chief of Police. The Milpitas Police Department recommends the following front-line municipal police services to be purchased with the FY 2024 COPS Grant:
1. Community Engagement and Recruitment Supplies
2. Equipment Security and Storage Systems
3. Firearms Equipment and Training
4. Safety Equipment and Training
5. Polygraph Examiner Training and Travel Expenses
POLICY ALTERNATIVE(S):
Alternative 1: Refuse the FY 2024 Citizen’s Option for Public Safety (COPS) grant award.
Pros: There are no identified benefits to this alternative.
Cons: The Police Department would not be able to purchase the needed equipment and training, or the purchase of the equipment/training would be delayed.
Reason for Not Recommending: The FY 2024 COPS grant award does not require matching funds nor are there any requirements that result in a negative impact.
FISCAL IMPACT:
The grant does not require any matching funds. A budget appropriation of $126,044 is recommended to add to the Police Department’s FY 2023-24 operating budget for the purchase of the equipment and services within the scope of the spending plan. Per the Council approved Budget Guidelines, any unused funds related to this grant will be carried over to the next fiscal year.
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA):
The action is a fiscal activity of the City government or an action to create a City government funding mechanism that does not involve any commitment to any specific project which may result in a potentially significant physical impact on the environment and is not a project pursuant to Cal. Code of Regs., tit. 14, § 15378.
RECOMMENDATION:
(1) Accept the FY 2024 Citizens’ Option for Public Safety (COPS) Grant in the Amount of $126,044.00 for FrontLine Law Enforcement Services. (2) Approve the Appropriation of Funds in the Total Amount of $126,044.00 to the Police Department’s FY2023-24 Operating Budget for Front-Line Law Enforcement Services.
ATTACHMENT(S):
(a) COPS 2024 Spending Plan
(b) Budget Change Form
Check if City Council Approval required. Meeting: February 6, 2024 Requested by: Department Head: Jared Hernandez Date: February 6, 2024 Reviewed by: Finance Director: Lauren Lai Date: February 6, 2024 Approved by: City Manager: Ned Thomas Date: February 6, 2024 Date approved by City Council, if required: Confirmed by:
FI/24786/V Form 30-222 (Rev. 1/92)
CITY OF MILPITAS
AGENDA REPORT
(AR)
Item Title: Adopt a Resolution to Approve Project Specifications, Award Construction Contract to Villalobos & Associates, Inc. for the 2023 Annual Sidewalk, Curb, and Gutter Repair Project No. 3426 (Staff Contact: Christian Di Renzo, Public Works Director, 408-586-2602)
Category: Consent Calendar-Community Services and Sustainable Infrastructure Meeting Date: 2/6/2024
Recommendation: Adopt a resolution to (1) approve project contract documents and specifications; (2) award a construction contract to the lowest responsible and responsive bidder, Villalobos & Associates, Inc., in the amount of $562,415.00 for CIP 3426 Annual Sidewalk, Curb, and Gutter Repair Project; (3) authorize the City Manager to execute the construction contract with Villalobos & Associates, Inc.; and (4) authorize the Public Works Director to negotiate and execute contract change order(s) in an aggregate amount not to exceed $56,000.00 for the project.
Background:
In 2016, Council approved CIP No. 3426, Annual Sidewalk, Curb, and Gutter Repair (Project) to provide funding for the repairs and replacement of sidewalk and curb and gutter throughout the City. Project work, when completed, increases pedestrian safety and enhances accessibility for travel on sidewalks within the City right-of-way and facilities.
Analysis:
On December 1, 2023, the Public Works Department released an Invitation for Bid (IFB) for the annual project.
The IFB was publicly noticed in accordance with the City’s municipal code and advertised on the City’s website, as well as the Planroom hosted on www.printscharlesplanroom.com. A mandatory-pre bid conference was held on December 14, 2023, and attended by nine contractor companies. Six bids were received by the January 11, 2024 deadline to respond to the IFB. After reviewing the required bid documents, Villalobos & Associates was the lowest responsible bidder submitting a responsive bid. The bid submitted was below the City’s estimate for these services. There were no add alternates for the project.
BIDDING CONTRACTOR BASE BID
1. Villalobos & Associates, Inc. $562,415.00
2. JJR Construction, Inc. $592,124.26*
3. MCE Corporation $697,556.40
4. Valley Concrete $698,993.10
5. Brixo Construction (formerly Asphalt Surfacing Inc.) $927,347.40
6. FBD Vanguard Construction, Inc. $992,128.00
*Corrected from $592,760.26 due to contractor math error.
Staff recommends the City Council award the contract for the Project to Villalobos & Associates, Inc. for the amount of $562,415.00 and authorize the Director of Public Works to execute contract change orders in an aggregate amount not to exceed $56,000.00. This change order authority will allow for timely resolution of most issues likely to be identified during the excavation and removal of the damaged concrete.
Award of this contract will replace approximately 21,696 square feet of sidewalk,1,125 linear feet of curb & gutter and resolve a variety of other concrete issues at over 150 locations across the City. When completed, an estimated 125 outstanding MyMilpitas work order requests will be resolved.
Policy Alternatives:
Alternative 1: Direct City staff to provide the required services with in-house resources.
Pros: Increased pedestrian safety, accessibility and drainage.
Cons: City staff does not have the resources to timely complete this Project and complete other required maintenance.
Reason not recommended: The City does not have enough resources to perform the sidewalk repairs, as well as continue staff work on operation and maintenance of the City’s infrastructure. The timeline for the replacement of the sidewalk would be delayed.
Fiscal Impact:
The proposed Project contract is in the amount of $562,415.00, with the authority to execute contract change order(s) in the aggregate amount not to exceed $56,000.00 for a total authorized contract amount of $618,415.00. Sufficient funds for the project are available in CIP 3426 – Annual Sidewalk, Curb, and Gutter Repair. Funding for CIP 3426 in FY23-24 comes from the Gas Tax Fund. As of January 24, 2024, the balance in CIP 3426 is $841,532.43.
California Environmental Quality Act:
The City Council’s action to award a contract for sidewalk repair exempt from environmental review pursuant to CEQA Guideline 15301(c) allowing for repair of sidewalks as the proposed work contemplates the repair and maintenance of existing public facilities (sidewalks) involving negligible or no expansion of use.
Recommendation:
Adopt a resolution to:
1. Approve Project Contract Documents and Specifications
2. Award the Construction Contract to the Lowest Responsible and Responsive Bidder, Villalobos & Associates, Inc., for the 2023 Annual Sidewalk, Curb, and Gutter Repair Project. Project No. 3426.
3. Authorize the City Manager to Execute the Construction Contract with Villalobos & Associates, Inc.
4. Authorize the Public Works Director to Negotiate and Execute Contract Change Order(s).
Attachments
(a) Resolution
(b) Project Contract Documents and Specifications Title Sheet (c) Bid Tabulation
RESOLUTION NO. ______
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MILPITAS
APPROVING THE PROJECT SPECIFICATIONS, AWARDING THE
CONSTRUCTION CONTRACT TO THE LOWEST RESPONSIBLE AND
RESPONSIVE BIDDER, VILLALOBOS & ASSOCIATES, INC, IN THE AMOUNT OF $ 562,415.00 FOR THE 2023 ANNUAL SIDEWALK, CURB, AND GUTTER REPAIR PROJECT, CITY PROJECT NO. 3426; AUTHORIZING THE CITY
MANAGER TO EXECUTE THE CONSTRUCTION CONTRACT WITH
VILLALOBOS & ASSOCIATES, INC; AUTHORIZING THE PUBLIC WORKS
DIRECTOR TO NEGOTIATE AND EXECUTE CONTRACT CHANGE ORDER(S) IN AN AGGREGATE AMOUNT NOT TO EXCEED $56,000 FOR THE PROJECT.
WHEREAS, 2023 Annual Sidewalk, Curb, and Gutter Repair Project, City Project No. 3426 (collectively referred to herein as the “Project”), which will include localized repair of sidewalks, curb and gutter, drive approaches, ADA compliant curb ramps, park strip removal, installation of root barrier, and removal / replacement of asphalt. Work will occur throughout the City and are estimated to remove and replace:
21,697 square feet of sidewalk,
212 square feet of drive approach,
1,125 linear feet of curb and gutter,
12 ADA complaint curb ramps
WHEREAS, the Engineer’s Estimate for the base bid Project work is $637,000- $740,000; and
WHEREAS, on January 11, 2024, 6 sealed bid proposals were received. The bid pricing ranged from $562,415.00 to $992,128.00. The lowest responsible bidder submitting a responsive bid is Villalobos & Associates, Inc, in the amount of $562,415.00; and WHEREAS, no bid protest was filed with the City within five (5) days of the bid opening as set forth in the Project specifications; and
WHEREAS, sufficient funds to award the Project are available in the Project budget; and WHEREAS, staff recommends the City Council approve the project contract documents and specifications; and
WHEREAS, staff recommends the City Council award a construction contract to Villalobos & Associates, Inc., the lowest responsible and responsive bidder for the Project, and authorize the City Manager to execute a contract in the amount of $562,415.00 for the 2023 Annual Sidewalk, Curb, and Gutter Repair Project, Project No 3426; and WHEREAS, staff recommends the City Council authorize the Public Works Director to negotiate and execute change order(s) in an amount not to exceed $56,000, approximately ten percent (10%) of the total contract value, to allow staff to respond swiftly to unanticipated construction conditions and to limit potential claims or risk to the City; and
2 Resolution No.
NOW, THEREFORE, the City Council of the City of Milpitas hereby finds, determines, and resolves as follows:
1. The City Council has considered the full record before it, which may include but is not limited to such things as the staff report, testimony by staff and the public, and other materials and evidence submitted or provided to it. Furthermore, the recitals set forth above are found to be true and correct and are incorporated herein by reference.
2. The City Council hereby approves the projects contract documents and specifications.
3. The City Council hereby awards the construction contract to and authorizes the City Manager to execute the contract and related documents with the lowest responsible and responsive bidder, Villalobos & Associates, Inc., in the amount of $562,415.00 for the 2023 Annual Sidewalk, Curb, and Gutter Repair Project, City Project No. 3426.
4. The City Manager is hereby authorized to execute the construction contract with Villalobos & Associates, Inc. for the Project.
5. The Public Works Director is hereby authorized to negotiate and execute contract change order(s) in an aggregate amount not to exceed $56,000.00 for the Project.
PASSED AND ADOPTED this 6th day of February, 2024 the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
ATTEST: APPROVED:
_____________________________ __________________________ Suzanne Guzzetta, City Clerk Carmen Montano, Mayor
APPROVED AS TO FORM:
_____________________________
Michael Mutalipassi, City Attorney
CONTRACT DOCUMENTS AND SPECIFICATIONS FOR
2023 ANNUAL SIDEWALK AND CURB & GUTTER PROJECT
CIP NO. 3426
CITY OF MILPITAS
MILPITAS, CALIFORNIA
Recommended for Bidding:Project Manager
Approved for Bidding:
Director
38O77.OO18O29O8O232.1O C’2
CITY OF MILPITAS
AGENDA REPORT
(AR)
Item Title: Receive an Update on Storm Drain System Emergency Repairs and Improvements at Evans Road and Piedmont Creek and Determine that the Condition Continues to Constitute an Emergency (Staff Contact: Christian Di Renzo, Public Works Director, 408-586-2602)
Category: Consent Calendar-Community Services and Sustainable Infrastructure Meeting Date: 2/6/2024
Recommendation: (1) Receive an update on the storm drain system emergency repairs and improvements at Evans Road and Piedmont Creek; and (2) Determine by a four-fifths vote that the condition continues to constitute an emergency.
Background:
Pursuant to Public Contract Code section 22050 and the attached Council Resolution No. 9134, the Director of Public Works, in the case of emergency, may authorize a repair of a public facility and procure the work without giving notice for bids. An emergency is defined as “a sudden, unexpected occurrence that poses a clear and imminent danger, requiring immediate action to prevent or mitigate the loss or impairment of life, health, property, or essential public services.” Additionally, State law requires the Public Works Director, as the City official with delegated authority to take emergency action, to report any emergency authorization and the reason(s) for the authorization to the City Council not later than seven days after the action, or at its next regularly scheduled meeting if that meeting will occur not later than 14 days after the action. Further, the Public Works Director is required to report why the emergency would not permit a delay resulting from a competitive solicitation for bids and the City Council is required to review the emergency action at every regularly scheduled meeting thereafter until the emergency repair is completed. The City Council shall continue to review the emergency action at every regularly scheduled meeting thereafter until the action is terminated. At each review, the City Council shall determine, by a four-fifths vote, whether there is a need to continue the action.
Consistent with applicable State law and Council Resolution, on November 21, 2023, the Public Works Director declared an emergency and authorized the City to contract with local contractor, Able Construction Inc., for the storm drain system emergency repairs and improvements at Evans Road and Piedmont Creek. Further, within the required timeframe the Public Works Director informed the City Council via the attached Information Memorandum on November 21, 2023 regarding the emergency authorization, the reasons for the authorization, and the cost for repair in the amount of $137,519.
Project Update(s):
Below is a current update on the status of the storm drain emergency repairs and improvements at Evans Road and Piedmont Creek.
The City entered into two agreements with Able Construction Group, Inc. (Contractor) on December 14, 2023 and December 18, 2023 for storm drain repairs and improvements at Evans Road and Piedmont Creek, respectively. Subsequently, the City issued a Notice to Proceed to the Contactor to commence work beginning December 18, 2023.
Prior to any field activities taking place and consistent with Public Works standard procedures, the Contractor is required to provide the City with a project schedule, submittals of approved materials and products to be used for the project as well as a traffic and pedestrian control plan, should any City right-of-way be impacted by the construction activities.
The City conducted a kick-off meeting with the Contractor on January 17, 2024. The Contractor is currently developing a project schedule and is compiling product submittals for the City’s review and approval. This project has no anticipated impact(s) to the right-of-way therefore a traffic or pedestrian control plan is not required at this time.
Staff anticipates construction activities will commence the week of February 5, 2024.
Fiscal Impact:
Funding for these repairs is available in the City’s Capital Improvement Program (CIP) budget and has been fully encumbered. CIP Project 3715 - Storm Drain System Rehabilitation Project funded $137,519 for the storm drain system emergency repairs and improvements at Evans Road and Piedmont Creek. As of January 24, 2024, the balance in CIP 3715 is $1,460,723.86.
California Environmental Quality Act:
The emergency repair work is exempt from CEQA, per CEQA Guidelines Section 15301, Existing Facilities and 15302, Replacement or Reconstruction.
Recommendations:
(1) Receive an update on the storm drain system emergency repairs and improvements at Evans Road and Piedmont Creek.
(2) Determine by a four-fifths vote that the condition continues to constitute an emergency.
Attachment:
None
CITY OF MILPITAS
AGENDA REPORT
(AR)
Item Title: Approve Final Tract Map No. 10591 for a Residential Project at 1752 Houret Court; and Approve and Authorize the City Manager to Execute a Subdivision Improvement Agreement between the City and City Ventures Homebuilding, LLC. (Staff Contact: Matt Cano, Assistant City Manager, 408-586-3012; and Roberto Alonzo, PW Division Manager – Engineering, 408-586-3316) Category: Consent Calendar-Community Development
Meeting Date: 2/6/2024
Recommendation: (1) Approve Final Tract Map No. 10591, including all offers of dedications as stated and depicted on the final map upon completion and acceptance of improvements; and (2) Approve and authorize the City Manager to execute a Subdivision Improvement Agreement between the City of Milpitas and City Ventures Homebuilding, LLC.
BACKGROUND:
On May 17, 2022, the City Council approved a Site Development Permit No. SD21-0012, Conditional Use Permit No. UP21-0006, Vesting Tentative Map No. MT21-0002, and Environmental Assessment No. EA21- 0004 to allow construction of a 56-unit townhome-style condominium subdivision with 24 accessory dwelling units comprised of eight multi-family buildings, up to 48 feet in height (three to four stories), with 84 vehicle parking spaces, and associated site improvements, located on a 1.95 acre site at 1752 Houret Court. This project is known as Pinnacle, and the developer is City Ventures Homebuilding, LLC (Developer).
ANALYSIS:
The final map for the development is now complete and ready for approval by the City Council. The City Engineer has examined the final map for Tract No. 10591 and determined that the map is substantially the same as the previously approved Vesting Tentative Map and finds that it conforms to all requirements of the State of California Subdivision Map Act, and Milpitas Municipal Code (MMC), and the terms and conditions of the Vesting Tentative Map. The Developer has offered required dedications to the City for public use, including easements for public street, public service and utility and emergency vehicle access purposes, as shown on the final map. Staff recommends the City Council approve the final map and to accept the dedications, subject to completion and acceptance of public improvements to be installed by the Developer.
The Developer has agreed to enter into a Subdivision Improvement Agreement (SIA) with the City for the construction of off-site public improvements for the project which will be completed with the on-site work, and the public improvements will be accepted by the City after final map approval and completion of construction.
Offsite public improvements to be constructed and accepted by the City include asphalt concrete pavement, signing and striping, curb and gutter, sidewalk, driveway approach, utility mains and services, extension of the 8” recycled water main along the project’s Montague Expressway frontage, street lights, landscaping and other miscellaneous items of work identified on the improvement plans. The improvements will be completed within 1-year from the date of the SIA, and the work is guaranteed by bonds or similar securities to be posted by the Developer in the amount of $1,603,858.97.
The City Engineer has reviewed the public improvement plans (2-1423) and is recommending the City Council approve the Subdivision Improvement Agreement to allow for the construction of public improvements after final map approval.
The existing parcels associated with the final map for Tract No. 10591 was previously approved by the City Council on April 18, 2023 for annexation into the Community Facilities District No. 2008-1 (CFD 2008-1).
POLICY ALTERNATIVE(S):
Alternative 1:
Deny approval of Final Map and Subdivision Improvement Agreement.
Pros: None
Cons: The denial of approval of the Final Map or the Subdivision Improvement Agreement will cause the lot to remain vacant and undeveloped. The City would not benefit from the addition of 56 new townhome-style condominiums and 24 new accessory dwelling units.
Reason for Not Recommending: To allow the development to move forward, staff recommends approval of Final Map and Subdivision Improvement Agreement for Tract No. 10591.
FISCAL IMPACT:
The Developer reimbursed the city for costs associated with plan review, permitting and construction inspection for off-site public improvements constructed by the Developer. The City will have perpetual ownership and maintenance responsibilities for the improvements following construction and acceptance, after the 1-year warranty period, of the project. The Public Works Department provides funding for future maintenance of newly accepted City infrastructure through their operating budget.
California Environmental Quality Act (CEQA):
On May 17, 2022 the Planning Commission approved Resolution No. 9157 stating that the Planning Division conducted an initial environmental assessment (P-EA21-0004) of the project in accordance with the California Environmental Quality Act (CEQA). The assessment concluded that none of the circumstances necessitating preparation of a subsequent or supplemental EIR are associated with the Project. The assessment also concluded that an Addendum to the TASP EIR is the appropriate document to address these modifications rather than a subsequent EIR. The Addendum fully addressed all potential impacts associated with this project, and no material changes have been made to the project that would alter the conclusions of the Addendum.
As separate and independent bases, the project is exempt from further CEQA review pursuant to CEQA Guidelines Sections 15182 (Project Consistent with a Specific Plan), 15183 (Project Consistent with the General Plan), and 15168 (Projects Consistent with a Program EIR).
RECOMMENDATION:
1. Approve Final Tract Map No. 10591, including all offers of dedications as stated and depicted on the final map upon completion and acceptance of improvements; and
2. Approve and authorize the City Manager to execute the Subdivision Improvement Agreement between the City of Milpitas and City Ventures Homebuilding, LLC.
Attachment(s):
(a) Final Tract Map No. 10591
(b) Subdivision Improvement Agreement
THE UNDERSIGNED ARE THE ONLY PERSONS HAVING RECORD TITLE INTEREST IN THE LAND
SUBDIVIDED AND SHOWN ON THIS MAP, DO HEREBY CONSENT TO THE PREPARATION AND
RECORDATION OF THIS PARCEL MAP, AND ARE ALL WHO ARE NECESSARY TO PASS CLEAR TITLE TO THE LAND SUBDIVIDED AND SHOWN HEREON.
THE REAL PROPERTY DESCRIBED BELOW AND WITHIN THE SUBDIVISION BOUNDARY IS
DEDICATED AS NON-EXCLUSIVE EASEMENTS FOR PUBLIC PURPOSES TO THE CITY OF MILPITAS.
THE AREA DESIGNATED PUBLIC SERVICE AND UTILITY EASEMENT (PSUE) FOR
INSTALLATION, CONSTRUCTION AND MAINTENANCE OF UTILITY STRUCTURES AND ALL
RELATED APPURTENANCES, INCLUDING THE RIGHT OF ACCESS FOR MAINTENANCE OF SAID UTILITIES, THE EXTENT OF WHICH IS SHOWN ON SHEET 3 OF 4. THE ABOVE MENTIONED
EASEMENT SHALL REMAIN OPEN AND FREE OF BUILDINGS AND STRUCTURES, EXCEPT PUBLIC SERVICE AND PUBLIC UTILITY STRUCTURES AND THEIR APPURTENANCES.
THE AREA DESIGNATED AS EMERGENCY VEHICLE ACCESS EASEMENT (EVAE) IS TO BE
GRANTED TO THE CITY OF MILPITAS FOR THE PURPOSE OF INGRESS AND EGRESS OF EMERGENCY VEHICLES, THE EXTENT OF WHICH IS SHOWN ON SHEET 3 OF 3. THE ABOVE
MENTIONED EASEMENT SHALL REMAIN OPEN AND FREE OF BUILDINGS AND STRUCTURES, EXCEPT PUBLIC SERVICE AND PUBLIC UTILITY STRUCTURES AND THEIR APPURTENANCES.
WE ALSO HEREBY RELINQUISH TO THE COUNTY OF SANTA CLARA, ALL VEHICULAR ACCESS RIGHTS OF LOT 1 TO AND FROM MONTAGUE EXPRESSWAY, EXISTING NOW OR IN THE FUTURE.
THE REAL PROPERTY DESIGNATED FOR THE PURPOSE OF PRIVATE STREETS IS NOT
OFFERED FOR DEDICATION TO THE PUBLIC AND MAINTENANCE OF SAID PRIVATE STREETS
SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER OF RECORD OR FUTURE
HOMEOWNER'S ASSOCIATION IN ACCORDANCE WITH THE DECLARATIONS, COVENANTS, CONDITIONS AND RESTRICTIONS CREATED FOR TRACT 10591.
STORM DRAINAGE FACILITIES CONTAINED WITHIN THE DISTINCTIVE BOUNDARY LINE OF
THIS TRACT ARE PRIVATE AND SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER
OF RECORD OR FUTURE HOMEOWNER'S ASSOCIATION IN ACCORDANCE WITH THE DECLARATIONS, COVENANTS, CONDITIONS AND RESTRICTIONS CREATED FOR TRACT 10591.
OWNER: CITY VENTURES HOMEBUILDING, LLC, A DELAWARE LIMITED LIABILITY COMPANY SIGNATURE: ____________________________________
NAME: _________________________________________
TITLE: _________________________________________
DATE: _________________________________________
OWNER'S STATEMENT:
STATE OF CALIFORNIA
COUNTY OF
S.S.
ON _______________________________ BEFORE ME, __________________________________, A
NOTARY PUBLIC IN AND FOR SAID STATE,
PERSONALLY APPEARED ____________________________________________________________
WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO THE THE PERSON(S)
WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO
THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR SIGNATURE(S) ON THE
INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT.
WITNESS MY HAND: __________________________________________ PRINT NAME: ________________________________________________ , A NOTARY PUBLIC COMMISSION EXPIRES: ____________________ COMMISSION NO. ____________________ PRINCIPAL OFFICE LOCATION (COUNTY) : __________________________________________ OWNER'S ACKNOWLEDGEMENT:
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE
IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
RECORDER'S STATEMENT:
FILED THIS ___________DAY OF _____________________, 2024 , AT__________ .M. IN BOOK __________ OF MAPS, AT PAGE __________, AT THE REQUEST OF CHICAGO TITLE COMPANY.
FEE: $ _______________
REGINA ALCOMENDRAS
COUNTY RECORDER
SANTA CLARA COUNTY, CALIFORNIA
DEPUTY RECORDER
BY: _______________________________________
PRINT NAME: _______________________________
I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND THE SUBDIVISION SHOWN
HEREON IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE VESTING TENTATIVE MAP, IF ANY, AND ANY APPROVED ALTERATIONS THEREOF. I FURTHER STATE THAT THIS MAP COMPLIES WITH ALL THE PROVISIONS OF CHAPTER 2 OF THE CALIFORNIA
SUBDIVISION MAP ACT, AS AMENDED, AND ALL ORDINANCES OF THE CITY OF MILPITAS, APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP.
DATED THIS __________ DAY OF ______________________ , 2024. ______________________________________________ MATTHEW ALAN CANO, P.E.
DEPUTY CITY MANAGER/ACTING CITY ENGINEER, CITY OF MILPITAS R.C.E. 65479
CITY ENGINEER'S STATEMENT:
I HEREBY STATE THAT I HAVE EXAMINED THIS ACCOMPANYING FINAL MAP AND I AM SATISFIED THAT THIS MAP IS TECHNICALLY CORRECT.
DATED THIS __________ DAY OF ______________________ , 2024. ______________________________________________ DEAN A. JURADO, P.L.S.
CITY SURVEYOR, CITY OF MILPITAS
KIER & WRIGHT
P.L.S. 9032
CITY SURVEYOR'S STATEMENT:
SURVEYOR'S STATEMENT:
I HEREBY STATE THAT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS
BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE
SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF CITY VENTURES HOMEBUILDING, LLC. IN NOVEMBER OF 2021. I HEREBY STATE THAT THIS FINAL MAP
SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED VESTING TENTATIVE MAP, THAT THE SURVEY IS TRUE AND COMPLETE AS SHOWN; THAT ALL MONUMENTS
SHOWN ACTUALLY ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THAT THEY WILL BE SET IN THOSE POSITIONS ON OR BEFORE AUGUST 1, 2023, AND THAT
SAID MONUMENTS ARE, OR WILL BE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED.
DATED THIS __________ DAY OF ______________________ , 2024. ______________________________________________ KEVIN S. COLE P.L.S. 8853
I, WENDY WOOD, CITY CLERK OF THE CITY OF MILPITAS, HEREBY CERTIFY THAT SAID
CITY COUNCIL, AS GOVERNING BODY OF SAID CITY, AT A REGULAR MEETING HELD ON _________________________, HAS TAKEN THE FOLLOWING ACTIONS.
1. APPROVED THIS TRACT MAP NO. 10591
2. ACCEPTED, SUBJECT TO SATISFACTORY IMPROVEMENT, ON BEHALF OF THE
PUBLIC, THOSE EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CONFORMITY WITH THE TERMS OF OFFER OF DEDICATION TO WIT:
1. EASEMENTS FOR EMERGENCY VEHICLE ACCESS PURPOSES (EVAE)
2. EASEMENTS FOR PUBLIC SERVICE AND UTILITY PURPOSES (PSUE)
3. FOR ASSESSMENT DISTRICTS CREATED BY THIS GOVERNING BODY, THE
COUNCIL HAS DETERMINED THAT PROVISIONS HAVE BEEN MADE FOR
SEGREGATION OF THE RESPONSIBILITY OF THE NEW PARCEL FOR A PORTION
OF ASSESSMENT PAYMENT OBLIGATION IN THE MANNER PROVIDED IN THE STATUTE PURSUANT TO WHICH THE ASSESSMENTS WERE LEVIED: COMMUNITY FACILITIES DISTRICT 2008-1.
DATED THIS _______________ DAY OF __________________________________ , 2024.
BY: ____________________________________________________
SUZANNE GUZZETTA
CITY CLERK, CITY OF MILPITAS
CITY CLERK CERTIFICATE
DO NOT STAMP
FILE NO. __________________________________
GEOTECHNICAL REPORTS FOR THIS PROPERTY HAVE BEEN PREPARED BY QUANTUM GEOTECHNICAL DATED MAY 23, 2022, PROJECT NO. H048.G, SIGNED BY SIMON MAKDESS, G.E. 2548. SAID REPORT HAS BEEN FILED WITH THE CITY OF MILPITAS.
GEOTECHNICAL NOTE:
SCALE: 1"=40' JANUARY 2024
CONSISTING OF 4 SHEETS
FOR A 56 UNIT CONDOMINIUM PROJECT,
BEING A MERGER OF PARCEL 6 OF THAT CERTAIN
PARCEL MAP RECORDED IN BOOK 417 OF MAPS,
PAGES 3&4, AND PARCEL "B" OF THAT CERTAIN
PARCEL MAP RECORDED IN BOOK 435 OF MAPS AT
PAGE 53, SANTA CLARA COUNTY RECORDS, AND A
PORTION OF HOURET COURT AND HOURET DRIVE,
LYING ENTIRELY WITHIN THE CITY OF MILPITAS,
SANTA CLARA COUNTY, CALIFORNIA
TRACT 10591
VER
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Planning | Engineering | Land Entitlement
w w w . v e r - c o n s u l t a n t s . c o m
PURSUANT TO THE PROVISIONS OF GOVERNMENT CODE SECTION 66436(a)(3)(C) THE FOLLOWING SIGNATURES HAVE BEEN OMITTED.
1. PACIFIC TELEPHONE AND TELEGRAPH COMPANY PERTAINING TO AN EASEMENT FOR UNDERGROUND COMMUNICATION FACILITIES, RECORDED NOVEMBER 18, 1980, INSTRUMENT NO. 6904640, BOOK F737, PAGE 518 OF OFFICIAL RECORDS OF SANTA CLARA COUNTY.
SIGNATURE OMISSION:
HOURET DRIVE
HOURET COURT
MONTAGUE EXPRESSWAY
LOT 1
AREA =1.95± AC.
LESS MONTAGUE IRREVOCABLE OFFER OF
DEDICATION (PARCEL "A") AND ADDITION OF
PARTIAL HOURET COURT VACATION
PARCEL 6
417 M 3-4
PARCEL "B"
435 M 53
TRACT 10372
901 M 40-46
TRACT 10372
901 M 40-46
PARCEL "A"
605 M 42
IRONWOOD
LANE
(PRIVATE STREET)
SANGO COURT
MONTAGUE
EXPRESSWAY
McCANDLES DRIVE
HOURET DRIVE
DETAIL "A"
PARTIAL HOURET
COURT VACATION
BY SEPARATE INSTRUMENT
PARCEL "A"
IRREVOCABLE OFFER OF DEDICATION
TO SANTA CLARA COUNTY
BY SEPARATE INSTRUMENT
13,854 SF±
PARCEL "A"
IRREVOCABLE OFFER OF DEDICATION
TO SANTA CLARA COUNTY
BY SEPARATE INSTRUMENT
13,854 SF±
SCALE: 1"=40' JANUARY 2024
VER
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Planning | Engineering | Land Entitlement
w w w . v e r - c o n s u l t a n t s . c o m
NOTES:
LEGEND
BASIS OF BEARINGS:
REFERENCES:
TRACT 10591
CONSISTING OF 4 SHEETS
FOR A 56 UNIT CONDOMINIUM PROJECT,
BEING A MERGER OF PARCEL 6 OF THAT CERTAIN
PARCEL MAP RECORDED IN BOOK 417 OF MAPS,
PAGES 3&4, AND PARCEL "B" OF THAT CERTAIN
PARCEL MAP RECORDED IN BOOK 435 OF MAPS AT
PAGE 53, SANTA CLARA COUNTY RECORDS, AND A
PORTION OF HOURET COURT AND HOURET DRIVE,
LYING ENTIRELY WITHIN THE CITY OF MILPITAS,
SANTA CLARA COUNTY, CALIFORNIA
CAPULET DRIVE (PRIVATE STREET, EVAE & PSUE)
10' PSUE
7' PSUE
7' PSUE PSUE
JULIET COURT
(PRIVATE STREET, EVAE & PSUE)
10' PSUE
HOURET DRIVE
HOURET COURT
MONTAGUE EXPRESSWAY
TRACT 10372
901 M 40-46
TRACT 10372
901 M 40-46
PARCEL "A"
605 M 42
IRONWOOD
LANE
(PRIVATE STREET)
10' PSUE
7' PSUE
PSUE
PSUE
PSUE
PSUE
PSUE
PSUE PSUE CAPULET DRIVE (PRIVATE STREET, EVAE & PSUE)
VERONA COURT
(PRIVATE STREET, EVAE & PSUE)
PSUE
1.5' PSUE
1.5' PSUE
10' PSUE
CENTERLINE
10' PSUE
CENTERLINE
10' PSUE
PARCEL "A"
IRREVOCABLE OFFER OF DEDICATION
TO SANTA CLARA COUNTY
BY SEPARATE INSTRUMENT
13,854 SF± PSUE
SCALE: 1"=30' JANUARY 2024
NOTES:
BASIS OF BEARINGS: LEGEND
REFERENCES:
LEGEND (CONT.)
VER
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Planning | Engineering | Land Entitlement
w w w . v e r - c o n s u l t a n t s . c o m
TRACT 10591
CONSISTING OF 4 SHEETS
FOR A 56 UNIT CONDOMINIUM PROJECT,
BEING A MERGER OF PARCEL 6 OF THAT CERTAIN
PARCEL MAP RECORDED IN BOOK 417 OF MAPS,
PAGES 3&4, AND PARCEL "B" OF THAT CERTAIN
PARCEL MAP RECORDED IN BOOK 435 OF MAPS AT
PAGE 53, SANTA CLARA COUNTY RECORDS, AND A
PORTION OF HOURET COURT AND HOURET DRIVE,
LYING ENTIRELY WITHIN THE CITY OF MILPITAS,
SANTA CLARA COUNTY, CALIFORNIA
PSUE
PARCEL "A" (PAE & PSUE) 13,854 SF±
DETAIL 1
PSUE
DETAIL 2
DETAIL 3
DETAIL 4
PSUE
PSUE
HOURET COURT7' PSUE
PSUE
DETAIL 5
CAPULET DRIVE (PRIVATE STREET, EVAE & PSUE)
CAPULET DRIVE (PRIVATE STREET, EVAE & PSUE)
CAPULET DRIVE (PRIVATE STREET, EVAE & PSUE)
CAPULET DRIVE
(PRIVATE STREET, EVAE & PSUE)
JULIET COURT
(PRIVATE STREET, EVAE & PSUE) (PRIVATE STREET, EVAE & PSUE) CAPULET DRIVE
VERONA COURT
(PRIVATE STREET, EVAE & PSUE)
DETAIL 6
PSUE
1.5' PSUE
1.5' PSUE
PSUE
PSUE CAPULET DRIVE (PRIVATE STREET, EVAE & PSUE)
SCALE: 1"=15' JANUARY 2024
CONSISTING OF 4 SHEETS
FOR CONDOMINIUM PURPOSES
BEING A MERGER OF PARCEL 6 OF THAT CERTAIN
PARCEL MAP RECORDED IN BOOK 417 OF MAPS,
PAGES 3&4, AND PARCEL "B" OF THAT CERTAIN
PARCEL MAP RECORDED IN BOOK 435 OF MAPS AT
PAGE 53, SANTA CLARA COUNTY RECORDS, AND A
PORTION OF HOURET COURT AND HOURET DRIVE,
LYING ENTIRELY WITHIN THE CITY OF MILPITAS,
SANTA CLARA COUNTY, CALIFORNIA
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Planning | Engineering | Land Entitlement
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TRACT 10591
Zero 0.00
N/A N/A
0.00
CITY OF MILPITAS
AGENDA REPORT
(AR)
Item Title: Approve and Authorize the City Manager to Execute the Maintenance Agreement with Creekside Milpitas 3, LLC, for the Maintenance of the Site Improvements Located within Lot A of the Amazon Parking Lot Project Located at 1207 N.
McCarthy Boulevard (Staff Contact: Matt Cano, Assistant City Manager/Acting City Engineer, 408-586-3012; and Roberto Alonzo, PW Division Manager - Engineering, 408-586-3316)
Category: Consent Calendar-Community Development
Meeting Date: 2/6/2024
Recommendation: Approve and authorize the City Manager to execute the Maintenance Agreement with Creekside Milpitas 3, LLC, for the maintenance of the site improvements located within Lot A of the Amazon Parking Lot Project located at 1207 N. McCarthy Boulevard.
BACKGROUND:
On October 14, 2020, the Milpitas Planning Commission conditionally approved Developer’s application for a Site Development Permit (SD20-0002) and approved an addendum to the 2009 McCarthy Ranch Environmental Impact Report (EIR) adopted in June 16, 2009 to allow development of a Quasi-Public Surface Parking Lot with 247 Private Parking Spaces and up to 11 Public Parking Spaces and associated site improvements on a 5.22 Acre site located at 1207 North McCarthy Blvd, Milpitas, CA 95035. As a community benefit as part of the entitlements, the developer refurbished the existing Coyote Creek Trailhead public amenities and expanded an existing surface parking lot with additional parking spaces, sidewalks, and landscaping. All these improvements were done in Lot A.
Within Lot A, the City was dedicated a 45-foot wide easement for Levee Ramp access, Pedestrian Access and Ingress and Egress purposes into the City’s Sanitary Sewer Pump Station Facility per Parcel Map Book 730, Pages 13-16.
ANALYSIS:
The Developer, Creekside Milpitas 3, LLC, has agreed to enter into a Maintenance Agreement (Attached) with the City in order to maintain certain site improvements, including but not limited to sidewalk, landscaping and irrigation, pervious pavement, etc “Improvements” within Lot A of the property located at 1207 N. McCarthy Blvd.
POLICY ALTERNATIVE(S):
Alternative 1:
Deny approval of Maintenance Agreement for the maintenance of the Improvements Pros: None
Cons: Denying approval of the Maintenance Agreement will cause these Improvements to deteriorate and potentially end up under the maintenance obligations of the City.
Reason for Not Recommending: The proposed improvements are designed to support the public. Staff recommends the City Council approve the Maintenance Agreement to ensure the future maintenance of the improvements.
FISCAL IMPACT:
The Property Owner will have perpetual ownership and maintenance responsibilities for the improvements following construction and acceptance of the project.
California Environmental Quality Act (CEQA):
State CEQA Guidelines section 15164 requires lead agencies to prepare an addendum to a previously certified EIR if some changes or additions to the project are necessary, but none of the conditions requiring preparation of a subsequent or supplemental EIR are present. The Planning Commission has reviewed and considered the EIR and the Addendum and finds that together they contain a complete and accurate reporting of the environmental impacts associated with the Modified Project. The Planning Commission further finds that the Addendum has been completed in compliance with CEQA and the State CEQA Guidelines On October 14, 2020 the Planning Commission adopted Resolution 20-018 and approved the Addendum to the EIR thus finding that all environmental impacts of the Modified Project have been addressed within the EIR and the associated mitigation monitoring and reporting program, and Addendum. No new or additional mitigation measures or alternatives are required.
RECOMMENDATION:
Approve and authorize the City Manager to execute the Maintenance Agreement with Creekside Milpitas 3, LLC, for the maintenance of the site improvements located within Lot A of the Amazon Parking Lot Project located at 1207 N. McCarthy Boulevard.
Attachment(s):
1) Maintenance Agreement
PROJECT TEAM
PROJECT NUMBER:
DRAWING INDEX AND ISSUE DATES
COVER SHEET
LANDSCAPE
L1.1 CONSTRUCTION PLAN
DATE: 11/25/20 PRINTED BY: Paul Crotty PAGESETUP: 30 X 42 PDF PEN SETTING: ARCTEC.ctb PATH: P:\2019 JOBS\194834 - 1207 N. MCCARTHY BLVD MILPITAS\04-CONSTRUCTION DOCS\CADD\194834-A0000.DWG
PROJECT DESCRIPTION
THIS IS A 227,477-SQ. FT. SITE IMPROVEMENT. WORK CONSISTS OF NEW PAVED PARKING AND DRIVES FOR A 217,973 S.F. (5.00 ACRE) PRIVATE PARKING LOT AND A SEPARATE BUT ADJACENT 9,504 S.F. (.22 ACRE) PUBLIC TRAILHEAD PARKING LOT. BOTH AREAS WILL HAVE AN ACCESSIBLE PATH OF TRAVEL TO THE PUBLIC WAY AND LANDSCAPE IMPROVEMENTS.
ISSUE DATES AND DESCRIPTIONS
07.30.2020 BuildingDepartment Submittal10.26.2020 BuildingDepartment Resubmittal11.25.2020 BuildingDepartment Resubmittal A Site Improvement For:
McCARTHY RANCH
1207 N. McCARTHY BOULEVARD
MILPITAS, CA 95035
McCARTHY RANCH
1207 N. McCARTHY BOULEVARD MILPITAS, CA 95035
194834
A Site Improvement For:
APPLICABLE CODES
PRELIMINARY OR PRICING PLANS
FIRST FORMAL SUBMITTAL OR NO CHANGES
SINCE PREVIOUS ISSUE
MODIFICATIONS SINCE PREVIOUS ISSUE
PHONE:
CONTACT:
EMAIL:
LANDSCAPE
ARCHITECT:
KLA, Inc.
151 N. Norlin Street
Sonora, CA 95370
209.532.2856
Tom Holloway
[email protected]
OWNER: CREEKSIDE MILPITAS 3, LLC
210 Almendra Ave.
Los Gatos, CA 95030
PHONE:
CONTACT:
EMAIL:
ARCHITECT: ARC TEC INC.
1731 Technology Drive, Suite 750
San Jose, CA 95110
408.496.0676
Paul Crotty
[email protected]
PHONE:
CONTACT:
EMAIL:
CIVIL
ENGINEER:
BKF ENGINEERS
1730 N. First Street, Suite 600
San Jose, CA 95112
408.467.9100
Christian Anzelde
[email protected]
PHONE:
CONTACT:
EMAIL:
ELECTRICAL
DESIGN/BUILD:
ACIES ENGINEERING
3371 Olcott Street
Santa Clara, CA 95054
408.522.5255
Tomislav Gajic
[email protected]
ARC TE
C
ARCHITECTURAL TECHNOLOGIES
Arizona California
2960 E. Northern Avenue1731 Technology Drive
Building C Suite 750
Phoenix, AZ 85028 San Jose, CA 95110
602.953.2355 408.496.0676
www.arctecinc.com
PROJECT DATA .
PROJECT ADDRESS: 1207 N. McCarthy Boulevard TOTAL SITE AREA: 227,477 S.F. / 5.22 ACRES Milpitas, CA 95025 PRIVATE PARKING LOT AREA: 217,973 S.F. / 5.00 ACRES PUBLIC PARKING LOT AREA: 9,504 S.F. / 0.22 ACRES
ASSESSOR'S PARCEL NO.: APN 022-30-039
VICINITY MAP
880
M MCCARTHY BLVD
COYOTE CREEK
SITE
W CALAVERAS
BLVD
237
N ABEL STREET
N ABEL STREET
880
CIVIL
C0.0 TITLE SHEET
C0.1 CONSTRUCTION NOTES
C0.2 CONDITIONS OF APPROVAL
C0.3 BEST MANAGEMENT PRACTICES
C1.0 EXISTING CONDITIONS & DEMOLITION PLAN
C2.0 CIVIL SITE PLAN
C2.1 FIRE ACCESS PLAN
C3.0 GRADING & DRAINAGE PLAN
C3.1 GRADING & DRAINAGE PLAN
C4.0 UTILITY PLAN
C4.1 UTILITY PLAN
C5.0 STORMWATER MANAGEMENT PLAN
C5.1 STORMWATER MANAGEMENT TABLES & CALCULATIONS
C6.0 EROSION CONTROL PLAN
C6.1 EROSION CONTROL DETAILS
C7.0 CONSTRUCTION DETAILS
C7.1 CONSTRUCTION DETAILS
GENERAL NOTES
1. BUILDING INFORMATION
1.1. GENERAL NOTES SHALL APPLY TO ALL WORK OF THE PROJECT AND SHALL EXTEND TO CHANGES OR ADDITIONS AGREED TO DURING THE COURSE OF THE WORK.
1.2. WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT FEDERAL, STATE, COUNTY
ORDINANCES AND IN ACCORDANCE WITH THE CONTRACT AND CITY CODES, LAWS AND DOCUMENTS.
1.3. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD, REVIEW CONSTRUCTION DOCUMENTS AND CONFIRM WORK CAN BE CONSTRUCTED AS SHOWN. CONFLICTS,
DISCREPANCIES OR OMISSIONS SHALL BE REPORTED PRIOR TO THE PERFORMANCE OF THE WORK IN QUESTION.
1.4. CONTRACTOR SHALL SUBMIT PROJECT CONSTRUCTION SCHEDULE AND DELIVERY SCHEDULE AS
PART OF THEIR BID SUBMITTAL
1.5. CHANGES IN DESIGN OR MATERIALS WILL NOT BE ACCEPTED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. SUBMIT REQUESTS FOR SUBSTITUTION.
1.6. CONTRACTOR SHALL SUBMIT AS-BUILT DRAWINGS TO THE ARCHITECT UPON COMPLETION OF WORK.
1.7. WARRANTIES DUE TO THE OWNER SHALL BE FORWARDED IN TRIPLICATE FORM TO THE ARCHITECT UPON COMPLETION OF THE JOB.
1.8. OWNER WILL PROVIDE WORK DESIGNATED "BY OTHERS" OR "N.I.C." UNDER SEPARATE CONTRACT.
INCLUDE SUCH WORK IN CONSTRUCTION SCHEDULING AND COORDINATE WITH OWNER REPRESENTATIVE.
1.9. NOTIFY THE OWNER REPRESENTATIVE IF POTENTIALLY HAZARDOUS MATERIALS ARE ENCOUNTERED FOR INSTRUCTION PRIOR TO PROCEEDING WITH THE WORK.
2. PERMITS
2.1. OWNER SHALL PAY PLAN CHECK FEES, CITY CONSTRUCTION TAX OR OTHER CITY AREA FEES AND/ OR CHARGES.
2.2. CONTRACTOR SHALL PAY FOR BUILDING PERMITS AND REQUIRED MATERIAL TESTS.
2.3. DEFERRED SUBMITTALS SHALL BE STAMPED AND SIGNED BY A PROFESSIONAL. LICENSED IN THE
STATE OF CALIFORNIA AND REVIEWED BY THE DESIGN PROFESSIONAL OF RECORD PRIOR TO SUBMITTAL TO THE CITY PLAN CHECK ENGINEER.
2.06 THIS PROJECT IS SUBJECT TO THE CONDITIONS OF APPROVAL (COA) OF THE PLANNING DEPARTMENT APPLICATION. THE COA CHECKLIST IS A PART OF THESE DOCUMENTS, AND IS TO BE
REVIEWED DURING THE OWNER-ARCHITECT- CONTRACTOR MEETING AT A FREQUENCY OF NOT LESS THAN ONCE A MONTH. THE CONTRACTOR SHALL UPDATE THE COA WITH NOTATIONS REGARDING COMPLIANCE OR DEFICIENCIES. DEFICIENCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE OWNER AND ARCHITECT IMMEDIATELY, AND THE OWNER, ARCHITECT AND CONTRACTOR SHALL PROVIDE INPUT TO REMEDY SAID DEFICIENCIES.
3. SITE WORK
3.1. ACCESSIBLE BUILDING ELEMENTS SHALL BE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITY ACT OF 2010. STATE AND CITY CODES OR STANDARDS SHALL APPLY WHEN SPECIFYING A MORE RESTRICTIVE REQUIREMENT.
3.2. CONTROLS, OPERATING MECHANISMS AND HARDWARE SHALL BE PER 2016 CBC SECTION 11B-308 AND 11B-309.
3.3. REFER TO GRADING PLAN PREPARED BY BKF ENGINEERS FOR EXISTING AND FINISH GRADES, STORM LINES, FINISH FLOOR ELEVATIONS AND OFF-SITE STORM LINES. TRENCHING, BACKFILL AND COMPACTION SHALL BE PER GENERAL, MECHANICAL SPECIFICATIONS AND SOILS REPORT.
3.4. OFF SITE WORK SHALL CONFORM TO THE STANDARDS OF THE JURISDICTION IN WHICH THE PROJECT IS CONSTRUCTED AND BE COMPLETED PRIOR TO ANY OCCUPANCY.
3.5. SEE SOILS REPORT PREPARED BY SILICON VALLEY SOIL ENGINEERING. COMPACTION TESTS SHALL BE PAID FOR BY OWNER.
3.6. PAINT DIRECTIONAL ARROWS, STRIPING AND CAR STALLS WITH HEAVY DUTY TRAFFIC PAINT (WHITE).
3.7. OWNER SHALL RETAIN A LICENSED CIVIL ENGINEER TO VERIFY SITE BOUNDARY AND TOPOGRAPHICAL DATA AND VERIFY BUILDING LOCATION DIMENSIONS ON ACTUAL SITE. NOTIFY
THE ARCHITECT OF DISCREPANCIES PRIOR TO STAKING SO ADJUSTMENTS CAN BE MADE TO THE SITE DESIGN.
3.8. CONTRACTOR SHALL VERIFY LOCATION OF BUILDING ON SITE. A LICENSED ENGINEER SHALL LAY OUT ALL BUILDING, PARKING, WALKS, ETC. AT THE CONTRACTORS EXPENSE. NOTIFY THE
ARCHITECT AT TIME OF STAKING IF THERE ARE ANY DISCREPANCIES OR INCONSISTENCIES FOUND.
3.9. LANDSCAPE CONTRACTOR SHALL LOOSEN SUB-SOILS AND FILL WITH STOCKPILED ORGANIC TOPSOIL.
3.10. SITE AND SUB-GRADES PREPARATION SHALL BE AS PER SOILS REPORT.
3.11. POLE LIGHT FIXTURES SHALL BE FIELD ADJUSTED SO AS NOT TO CONFLICT WITH LANDSCAPE, WALKS AND UNDERGROUND SERVICES.
3.13. PARKING SHALL BE PROHIBITED ON THE FIRE ACCESS DRIVEWAYS. APPROVED SIGNS GIVING NOTICE TO THAT EFFECT SHALL BE POSTED. CURBS NOT DESIGNATED FOR PARKING SHALL BE PAINTED TRAFFIC RED AS LOCATED BY THE FIRE MARSHALL.
3.14. A FIRE ACCESS SURFACE CAPABLE OF SUPPORTING A 76,000 POUND FIRE APPARATUS SHALL BE
PROVIDED AND MAINTAINED FREE OF OBSTRUCTION THROUGHOUT ALL PHASES OF COMBUSTIBLE CONSTRUCTION.
3.15. ADDRESS NUMERALS SHALL BE VISIBLE AND LEGIBLE FROM STREET FRONTAGE AND SHALL CONTRAST THEIR BACKGROUND.
4. ELECTRICAL
4.1. ELECTRICAL CONDUITS AND TRANSFORMER PAD SHALL BE PER PG&E STANDARDS.
4.2. SITE LIGHTING SHALL BE WIRED IN APPROVED CONDUIT TO ELECTRICAL ROOM. STUB ANY CONDUITS SHOWN FOR FUTURE LIGHTING.
5. THE FOLLOWING ARE RECOMMENDED LIGHTING LEVELS FOR ROOMS OR AREAS. THE ELECTRICAL
ENGINEER OR ELECTRICAL DESIGN/BUILD CONTRACTOR SHALL USE THE FOLLOWING LIGHTING LEVELS AS GUIDELINES IN PROVIDING A LIGHTING LAYOUT, EXCLUDING ARCHITECTURAL FEATURE LIGHTING.
5.1. .2 FOOT CANDLES; 2 LUX: OPEN PARKING AREAS (HIGHER FOR ENHANCED SECURITY)
5.2. 2 FOOT CANDLES; 20 LUX: COVERED PARKING AREAS (LOWER AT NIGHT) 1/A3.21 -1
NORTH DESIGNATION
ROOM NAME AND NUMBER
DESIGNATION
100.1 DOOR NUMBER DESIGNATION
INTERIOR ELEVATION
(ARCHITECTURAL OR MILLWORK)
REFERENCE
PARTITION TYPE - REFER TO SHEET
A8.01
KEYNOTE
A GLAZING TYPE DESIGNATION
- A
- S
- C
ACCESSIBLE PARKING SPACES
STANDARD PARKING SPACES
COMPACT PARKING SPACES
WALL SECTION REFERENCE
BUILDING SECTION REFERENCE
1 AX.XX 1
AX.XX
100
OFFICE
- CP -EVC
- U UNIFORM PARKING SPACES
CARPOOL/VANPOOL/RIDESHARE
SPACES
ELECTRICAL VEHICLE
CHARGING STATION
AX.XX -
-
AX.XX -
REVISION DESIGNATION WITH
DELTA NUMBER
SECTION DETAIL REFERENCE
PLAN DETAIL/ENLARGED
ELEVATION REFERENCE
SCALE:
-
DRAWING/DETAIL TITLE BLOCK
-
STRUCTURAL GRID
IDENTIFICATION (NEW GRID)
PAINT COLOR DESIGNATION -
REFER TO FINISH
SPECIFICATIONS
FLOOR FINISH
DESIGNATION - REFER TO
FINISH SPECIFICATION
PLASTIC LAMINATE
DESIGNATION - REFER TO
FINISH SPECIFICATIONS
CEILING HEIGHT
CEILING TYPE
ELEVATION
DESCRIPTION
WORK POINT
1 AX.XX
EXTERIOR ELEVATION REFERENCE
-
STRUCTURAL GRID
IDENTIFICATION
(EXISTING GRID)
L1
P1
VCT1
C1
+X'-X"
- AF ALTERNATIVE FUEL
PARKING SPACES
SCALE: 1/8" = 1'-0"
SCALE: X 1/8" = 1'-0"
BUILDING ELEVATION TITLE
FLOOR/SITE PLAN TITLE
CENTER LINE DESIGNATION
ANNOTATION SYMBOLS
ARCHITECTURAL
A0.03 GENERAL PROJECT ACCESSIBILITY REQUIREMENTS (SHEET 1 OF 2)
A0.04 GENERAL PROJECT ACCESSIBILITY REQUIREMENTS (SHEET 2 OF 2)
A1.01 SITE PLAN AND DETAILS
A1.02 ENLARGED PARKING PLANS AND DETAILS
A10.01 SPECIFICATIONS - SHEET 1 OF 2
A10.02 SPECIFICATIONS - SHEET 2 OF 2
ELECTRICAL
E0.1 ELECTRICAL LEGEND, GENERAL NOTE, SCHEDULE, AND
ABBREVIATIONS
E0.2 ELECTRICAL SPECIFICATIONS
E0.3 SINGLE LINE DIAGRAM & PANEL SCHEDULES
E0.5A OUTDOOR TITLE 24 FORMS PART 1
E0.5B OUTDOOR TITLE 24 FORMS PART 2
E0.5 ELECTRICAL POWER DISTRIBUTION FORMS
E1.0 ELECTRICAL SITE PLAN
E1.1 ELECTRICAL SITE LIGHTING - PHOTOMETRIC
CALCULATIONS
DEFERRED SUBMITTALS
CBC, SECTION 107.3.4.1: DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE
DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION
INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
THE FOLLOWING ITEMS REQUIRE DEFERRED REVIEW AND PERMIT BY THE MILPITAS
LANDSCAPE AND IRRIGATION
PHONE:
CONTACT:
EMAIL:
JOINT TRENCH
DESIGN:
GIACALONE DESIGN SERVICES, INC.
5820 Stoneridge Mall Road #345
Pleasanton, CA 94588
925.467.1740
Andrew Cummins
[email protected]
2019 CALIFORNIA BUILDING CODE (CCR TITLE 24, PART 2)
2019 CALIFORNIA ELECTRIC CODE (CCR TITLE 24, PART 3)
2019 CALIFORNIA MECHANICAL CODE (CCR TITLE 24, PART 4)
2019 CALIFORNIA PLUMBING CODE (CCR TITLE 24, PART 5)
2019 CALIFORNIA ENERGY CODE (CCR TITLE 24, PART 6)
2019 CALIFORNIA FIRE CODE (CCR TITLE 24, PART 9)
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CCR TITLE 24, PART 11)
ALL CODES ARE SUBJECT TO LOCAL GOVERNMENT AMENDMENTS PER CALIFORNIA BUILDING STANDARDS COMMISSION BULLETIN 10-03.
2020 MILPITAS MUNICIPAL CODE
PHONE:
CONTACT:
EMAIL:
GENERAL
CONTRACTOR:
BIG-D PACIFIC BUILDERS
6210 Stoneridge Mall Road, Suite 460
Pleasanton, CA 94588
925.460.3733
Oscar Yousefi
[email protected]
E
EXP. 10-31-21 EN
I TA L ST C
CE I N A R
C-21289 F C F O AL O I T ED
T
A
S
R
HI C
CRAIG
JAM
E
S
ALMELEH
JOINT TRENCH
JT1 COMPOSITE TITLE SHEET
JT2 GENERAL NOTES & DETAILS
JT3 SECTIONS & DETAILS
JT4 COMPOSITE PLAN
JT5 COMPOSITE PLAN
E1 PG&E ELECTRIC CONSTRUCTION SKETCH
PERMIT #B-SI20-0019
1 1
1 2
REVIEWED FOR CODE COMPLIANCE
PERMIT NO.: B-SI20-0019
SITE ADDRESS: 1207 N McCarthy Boulevard
CONSTRUCTION TYPE: n/a
OCCUPANCY GROUP: n/a
SPRINKLERS: n/a
SCOPE OF WORK AREA (SF): 227,477
The hard copy of this City stamped set of plans and specifications must be kept on the job at all times. It is unlawful to make any changes or alterations without written permission of the Building & Safety Department of the City of Milpitas. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data.
CITY OF MILPITAS
BUILDING & SAFETY DEPARTMENT
DATE: 1/7/2021
THESE PLANS HAVE BEEN REVIEWED BY
THE FOLLOWING CITY DEPARTMENTS:
BUILDING: x FIRE: x
PLANNING: x ENGINEERING: x
*SEE CONDITIONS OF APPROVAL LETTER * **
SPECIAL INSPECTIONS AND TESTS
ARE REQUIRED AS PER CALIFORNIA BUILDING CODE CH. 17
concrete
CODE COMPLIANCE
B-SI20-0019
01/07/21
CITY OF MILPITAS
BUILDING & SAFETY
DEPARTMENT
REVIEWED FOR
B
C
PROJECT NO:
DATE DESCRIPTION
\\Bkf-sj\vol4\2019\190679_Milpitas_McCarthy_Parking\ENG\ENGINEERING\SHEETS\CD\03.0_MCP_GD.dwg - Jan 06, 2021, 12:51pm - anze The"user(s)" inpossessionofthisdocumentationacknowledge(s)that ARCTEC'sandARCTECconsultants'drawings,specifications,reports, electronicdataandotherdocumentationare instrumentsofservice.ARCTEC andARCTECconsultantsshall bedeemedtheauthorandownerofsuch documentation.The"user(s)" inpossessionofthisdocumentationshall not sueorauthorizeanyotherpersontouseARCTEC'sorARCTECconsultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of A R C T E C o r A R C T E C 's c o ns u l t an ts i ns tr um en ts of s e r v i c e .
Writtendimensionsonthisdrawingshall haveprecedenceoveranyscaled dimension.DONOTSCALETHISDRAWINGforaccuratedimensionsand notify ARC TEC of any discrepancies.
© Copyright ARC TEC, Inc. 2019
In Association with:
123
A R C T E C
ARCHITECTURAL TECHNOLOGIES
www.arctecinc.com
Arizona
2960 East Northern Avenue, Building C
Phoenix, Arizona 85028 602.953.2355
California
1731 Technology Drive, Suite 750
San Jose, CA 95110 408.496.0676
20190679
A Site Improvement For:
McCARTHY RANCH
1207 N. McCARTHY BOULEVARDMILPITAS, CA 95035
07.30.2020 BUILDING DEPT. SUBMITTAL
10.26.2020 BUILDING DEPT. RESUBMITTAL
11.25.2020 BUILDING DEPT. RESUBMITTAL
01.04.2020 LAND DEVELOPMENT COMMENTS
PCN: B-SI20-0019
GRADING &
DRAINAGE PLAN
C3.1
LEGEND
NOTES
KEYNOTES
CODE COMPLIANCE
B-SI20-0019
01/07/21
CITY OF MILPITAS
BUILDING & SAFETY
DEPARTMENT
REVIEWED FOR
SECTION A-A
N.T.S.
EX. SIDEWALK (S/W)
USE 7" LONG, #4 DOWEL.
DRILL HOLES, BRUSH, BLOW CLEAN,
AND SET DOWELS IN EPOXY.
NEW S/W
PLAN VIEW
N.T.S.
24" O.C.
3"
4"
A
S/W TO S/W
NEW S/W EX. S/W
2" MIN.
NEW S/W EX. S/W
1 1
6"
6"
NOTE:
IF EXISTING SIDEWALK IS LESS THAN
3" THICK, USE 6" DEEP X 12" WIDE
P.C.C. KEY WITH DOWEL CONNECTION.
HALF OF EX.
S/W THICKNESS
A
6"
PROJECT NO:
DATE DESCRIPTION
K:\2019\190679_Milpitas_McCarthy_Parking\ENG\ENGINEERING\SHEETS\CD\07.0_MCP_DET.dwg - Dec 15, 2020, 8:30pm - berj The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of AR C T EC o r AR C T EC 's co nsu l t an ts i ns tr um en ts of se r vi ce .
Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies.
© Copyright ARC TEC, Inc. 2019
In Association with:
12 A R C T E C
ARCHITECTURAL TECHNOLOGIES
www.arctecinc.com
Arizona
2960 East Northern Avenue, Building C
Phoenix, Arizona 85028 602.953.2355
California
1731 Technology Drive, Suite 750
San Jose, CA 95110 408.496.0676
20190679
A Site Improvement For:
McCARTHY RANCH
1207 N. McCARTHY BOULEVARDMILPITAS, CA 95035
07.30.2020 BUILDING DEPT. SUBMITTAL
10.26.2020 BUILDING DEPT. RESUBMITTAL
11.25.2020 BUILDING DEPT. RESUBMITTAL
PCN: B-SI20-0019
CONSTRUCTION
DETAILS
C7.1
CODE COMPLIANCE
B-SI20-0019
01/07/21
CITY OF MILPITAS
BUILDING & SAFETY
DEPARTMENT
REVIEWED FOR
CLEAN AIR /
VAN POOL / EV
NO
PARKING
NO
PARKING
18'-0" 24'-0"
±3'-0"
15A
A1.01
11'-6"
34'-6"
1 10
14 4
3 11
5 778
TYP.
8 TYP.
31 8
9 9
9 13
N. McCARTHY BLVD.
7 15
1 7
13 16
16 6
11 9
1 17
9 STALLS @ 9'-0" EA. = 81'-0"
5'-0" 34'-6" 12'-0" 5'-0" 12'-0"
5'-6"
19 TYP.
29 12
18 TYP.
SCALE:
PAVEMENT GRAPHICS DETAIL
8 1/8" = 1'-0"
"STOP" SIGN POST MOUNTED
WIDTH OF LANE X 1'-0" WHITE STOP
BAR. USE AT ALL STOP SIGN
LOCATIONS. WHITE PAVEMENT
STRIPE.
20'-0"
6"
1'-0"
FULL WIDTH OF LANE 3'-0"
3'-0" / 6'-0" LONG PRECAST CONCRETE
WHEEL STOP; SEE SITE PLAN FOR
LOCATION.
1-#4 X 1'-0" REBAR AT EACH END
A.C. PAVING ON FILL
2'-0" TO END OF STALL
#3 BAR X 5'-8" @ 6'-0" LONG STOP
#3 BAR X 2'-8" @ 3'-0" LONG STOP
SCALE:
PRECAST CONCRETE WHEEL STOP
7 1 1/2"=1'-0"
2'-0"
96" 2'-0" MIN.
23'-0"
SCHEDULED FIXTURE; SEE ELECTRICAL
DRAWINGS
SEE SCHEDULE ON ELECTRICAL
DRAWINGS
HANDHOLE W/ COVER
PLANTING
CONCRETE FOUNDATION; SEE DETAIL
2/E1.0. USE CONCRETE WITH MINIMUM
STRENGTH f'c = 3,000 PSI
BASEPLATE W/ ANCHOR BOLTS; SEE
ELECTRICAL DRAWINGS
SCALE:
LIGHT POLE FOOTING
12 1/2" = 1'-0" 3'-0"
4" DIA. CONCRETE FILLED GALVANIZED
STEEL POST - PAINTED SEE EXT.
ELEVATIONS FOR PAINT TYPE
CONCRETE DOMED TOP
PAVING
1'-3"" DIA. CONC. FOOTING
1'-3"
3"
SCALE:
PIPE BOLLARD
11 1/2"=1'-0" 3'-0"
SCALE:
REMOVABLE PIPE BOLLARD
6 1 1/2"=1'-0"
REMOVABLE STEEL PIPE BOLLARD; SEE
OVERALL DETAIL FOR INSTALLED HEIGHT
AND DIAMETER OF BOLLARD
HINGED STAINLESS STEEL RECEIVER CAP
WITH SLOT TO ACCOMMODATE BOLLARD
TAB
STEEL TAB WITH HOLE TO
ACCOMMODATE PADLOCK
STEEL SLEEVE; SIZED TO ACCOMMODATE
BOLLARD SNUGLY
CONCRETE FOOTING; SEE OVERALL
DETAIL FOR SIZE AND DEPTH
3'-0"
4" DIAMETER GALVANIZED STEEL POST -
PAINTED SEE EXT. ELEVATIONS FOR
PAINT TYPE
ROUNDED GALVANIZED STEEL CAP
PAVING
1'-3"" DIA. CONC. FOOTING
1'-3"
3"
SCALE:
REMOVABLE STEEL PIPE
BOLLARD DETAIL - OVERALL
10 1/2"=1'-0" 3'-0" 6-
SCALE:
ON-GRADE TRANSFORMER PLAN
5 1/4"=1'-0"
3'-0" 8'-10" 8'-0"
3'-0"
3'-0" 7'-6" 3'-0"
TRANSFORMER ON 6" CONCRETE PAD.
SEE JOINT TRENCH DRAWINGS
(3) REMOVABLE BOLLARDS @ 4'-0" O.C.;
SEE 10/-
(11) FIXED BOLLARDS @ 3'-6" O.C.; SEE
DETAIL 11/-
6" CONCRETE CURB
REQUIRED AREA OF CLEARANCE SHOWN
DASHED
2'-0"
2'-0" 2'-0"
A1.02
ENLARGED PARKING PLANS
AND DETAILS
PROJECT NO:
DATE DESCRIPTION
P:\2019 Jobs\194834 - 1207 N. McCarthy Blvd Milpitas\04-Construction Docs\CADD\194834-A102.dwg - Dec 14, 2020, 5:36pm - pcrotty The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TE C o r ARC TEC ' s con su ltants i n stru m ents o f se rvi ce.
Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies.
© Copyright ARC TEC, Inc. 2019
In Association with:
A R C T E C
ARCHITECTURAL TECHNOLOGIES
www.arctecinc.com
Arizona
2960 East Northern Avenue, Building C
Phoenix, Arizona 85028 602.953.2355
California
1731 Technology Drive, Suite 750
San Jose, CA 95110 408.496.0676
194834
A Site Improvement For:
McCARTHY RANCH
1207 N. McCARTHY BOULEVARDMILPITAS, CA 95035
07.30.2020 BUILDING DEPT. SUBMITTAL
10.26.2020 BUILDING DEPT. RESUBMITTAL
11.25.2020 BUILDING DEPT. RESUBMITTAL E
EXP. 10-31-21 EN
I TA L ST C
CE I N A R
C-21289 F C F O AL O I T ED
T
A
S
R
I
CH
CRAIG
JAM
E
S
ALMELEH
4 SCALE:
ENLARGED TRAILHEAD PARKING PLAN
1" = 10'-0" NORTH
21 STRIPED PATH OF TRAVEL TO PUBLIC WAY. MAX SLOPE IS 5% AND 2% CROSS SLOPE. MAX.
SLOPE OF 2% IN ANY DIRECTION AT EACH TURN AND INTERSECTION OF PATH OF TRAVEL.
SEE CIVIL DRAWINGS FOR GRADING REQUIREMENTS.
22 23 SIGNAGE: SPEED LIMIT 5 MPH
24 SIGNAGE: STOP SIGN
25 26
29 SITE LIGHTING POLES; SEE DETAIL 12/A1.02
25' LONG SPEED BUMP (CENTERED)
STOP BAR; SEE DETAIL 8/A1.02
27 28
CURB RADIUS 5'-0"
CURB RADIUS 26'-0"
SIGNAGE: UNAUTHORIZED VEHICLE SEE DETAIL 20C/A1.01
30 CURB RADIUS 10'-0"
31 EXISTING FLUSH CONCRETE CURB TO REMAIN; SEE CIVIL DRAWINGS 126345
KEYNOTES .
NOTE: NOT ALL KEYNOTES LISTED MAY APPLY TO THIS DRAWING. 789 10 11
12 13
14 (E) PROPERTY LINE
15' LEVEE BUFFER EASEMENT; SEE CIVIL DRAWINGS
34' LANDSCAPE AND SIDEWALK EASEMENT; SEE CIVIL DRAWINGS
PAVED PARKING AND DRIVES
WALKWAY; SEE LANDSCAPE AND CIVIL DRAWINGS
6" CONCRETE CURB
LANDSCAPE AREA; SEE LANDSCAPE AND CIVIL DRAWINGS
(E) FENCE AND GATE
(E) CURB TO REMAIN
COYOTE CREEK TRAILHEAD; SEE LANDSCAPE DRAWINGS
PUBLICLY ACCESSIBLE PARKING FOR COYOTE CREEK TRAILHEAD ACCESS EV READY PARKING STALL INSTALLED PER CGBC SEC. 5.106.5.3.1 AND 5.106.5.3.4.
YELLOW TRUNCATED DOMES; SEE 11/A1.01
ACCESSIBLE PATH OF TRAVEL SHOWN DASHED. MAX SLOPE IS 5% AND 2% CROSS SLOPE.
MAX. SLOPE OF 2% IN ANY DIRECTION AT EACH TURN AND INTERSECTION OF PATH OF TRAVEL. SEE CIVIL DRAWINGS FOR GRADING REQUIREMENTS.
15 (E) MONUMENT SIGN TO REMAIN
16 (E) POWER POLE; SEE CIVIL DRAWINGS
17 CURB CUT; SEE CIVIL DRAWINGS
18 19
20 TRANSFORMER ON CONCRETE PAD WITH PROTECTIVE BOLLARDS. TRANSFORMER, PAD, AND ANCHORAGE BY PG&E. SEE JOINT TRENCH DRAWINGS.
BOLLARDS PLACED AT 36" O.C. SEE DETAIL 11/A1.02.
6" CONCRETE WHEEL STOP; SEE DETAIL 7/A1.02
1 1
1 1
1 1
1 1
1 1
1 1
2 2
2 2
2 2 2
CODE COMPLIANCE
B-SI20-0019
01/07/21
CITY OF MILPITAS
BUILDING & SAFETY
DEPARTMENT
REVIEWED FOR
NO PARKING NO PARKING NO PARKING
CLEAN AIR /
VANPOOL / EV
NO
PARKING
NO
PARKING
VAN
See Off-Site Plans
151 N. Norlin St., Sonora, CA 95370
(209)532-2856
www.kla-ca.com STATE OF CAL
IFORNIA
LICENSED
LANDS
CAPE
ARCHITECT
Renewal Date
Date
Signature
MATTHEW
B
.
H
AWKS
#65 08
03.31.21 11.25.2020
PROJECT NO:
DATE DESCRIPTION
Z:\cadfile\cadfiles\Projects_19\19-2157\407 - Amazon Parking Lot\Drawing Files\Plans\Con Docs\On-Site\Base2157-OnSite-SI-R2.dwg - Nov 24, 2020, 5:25pm - Matt T
he "user(s)" in possession of this documentation acknowledge(s) that A
RC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's co n sultan ts i n s trumen ts of se rvi ce . Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies.
© Copyright ARC TEC, Inc. 2019
In Association with:
A R C T E C
ARCHITECTURAL TECHNOLOGIES
www.arctecinc.com
Arizona
2960 East Northern Avenue, Building C
Phoenix, Arizona 85028 602.953.2355
California
1731 Technology Drive, Suite 750
San Jose, CA 95110 408.496.0676
KLA - 19-2157
A Site Improvement For:
McCARTHY RANCH
407 N. McCARTHY BOULEVARD
MILPITAS, CA 95035
07.29.2020 BUILDING DEPT. SUBMITTAL
10.26.2020 BUILDING DEPT. RESUBMITTAL
11.25.2020 BUILDING DEPT. RESUBMITTAL
Project Location
CODE COMPLIANCE
B-SI20-0019
01/07/21
CITY OF MILPITAS
BUILDING & SAFETY
DEPARTMENT
REVIEWED FOR
CITY OF MILPITAS
AGENDA REPORT
(AR)
Item Title: Approve and Authorize the City Manager to Enter into and Execute an Agreement for Completion of Public Improvements as Part of the Rajyoga Meditation and Research Center Project (Staff Contact: Matt Cano, Assistant City Manager/Acting City Engineer, 408-586-3012; Roberto Alonzo, PW Division Manager - Engineering, 408-586-3316)
Category: Consent Calendar-Community Development
Meeting Date: 2/6/2024
Recommendation: Approve and authorize the City Manager to enter into and execute an agreement for completion of public improvements as part of the Rajyoga Meditation and Research Center Project between the City of Milpitas and Rajyoga Meditation & Research Center LLC, a nonprofit organization.
BACKGROUND:
On April 7, 2016, Developer submitted to City an application for approval of a development proposal to allow the re-use of an existing building to be converted into a group instruction center with ancillary sleeping quarters, a new stage for the performers, new green room and two-car garage. Outside areas include expanding the parking area with additional paving, re-surfacing and restriping the entire parking lot, installing new landscaping, lighting and fencing on a 1.07-acre site within the Midtown Specific Plan area, located at 540 S Abel St, Milpitas, CA 95035. The Public Improvements to be constructed and accepted by the City include curb and gutter, sidewalk, two new concrete driveways, install slurry seal and restripe half of S Abel St along the frontage of the project, utility services, modify the existing landscaping, irrigation and other miscellaneous items of work identified on the improvement plans.
ANALYSIS:
Rajyoga Meditation and Research Center has agreed to enter into an Improvement Agreement (attached) with the City for the construction of Public Improvements for the project which will be completed with the on-site work, and the public improvements will be accepted by the City after completion of construction. The improvements will be completed within 1-year from the date of the Improvement Agreement, and the work is guaranteed by bonds or similar securities to be posted by Rajyoga Meditation and Research Center in the amount of $86,000.00, representing 100% of the estimated cost of the improvements. The City Engineer has reviewed the public improvement plans (2-1444) and recommends the City Council approve the Agreement to allow for the construction of public improvements to proceed.
POLICY ALTERNATIVE(S):
Alternative 1:
Denny approval of Improvement Agreement.
Pros: None
Cons: Not approving the execution of the Improvement Agreement would prevent the needed offsite public improvements from being constructed and guaranteed by bonds.
Reason for Not Recommending: The proposed offsite public improvements are designed to support the 540 S Abel St and staff recommends the City Council approve the Improvement Agreement for construction.
FISCAL IMPACT:
Rajyoga Meditation and Research Center reimbursed the city for costs associated with plan review, permitting and construction inspection for off-site public improvements constructed by the Developer. The City will have perpetual ownership and maintenance responsibilities for the improvements following construction and acceptance, after the 1-year warranty period, of the project. The Public Works Department provides funding for future maintenance of newly accepted City infrastructure through their operating budget.
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA):
On January 11, 2017, the Planning Commission approved Resolution No. 17-001 stating that the Planning Division completed an environmental assessment for the project in accordance with the California Environmental Quality Act (CEQA), which assessment determined that the proposed project is exempt from CEQA review pursuant to Section 15303 (New Construction and Conversion of Small Structures) of the CEQA guidelines.
RECOMMENDATION:
Approve and Authorize the City Manager to Execute the Agreement for Completion of Public Improvements as part of the Rajyoga Meditation and Research Center Project between the City of Milpitas and Rajyoga Meditation and Research Center LLC, a nonprofit organization.
ATTACHMENT(S):
Improvement Agreement
RECORDING REQUESTED BY:
WHEN RECORDED RETURN TO:
CITY OF MILPITAS
455 E. Calaveras Blvd
MILPITAS, CA 95035
ATTN: Engineering Department
SPACE ABOVE THIS LINE FOR RECORDER’S USE
Exempt from recording fee, per Government Code
Section 6103
CITY OF MILPITAS, CALIFORNIA
By: ________________________________________
City Clerk
AGREEMENT FOR COMPLETION OF PUBLIC IMPROVEMENTS
PARCEL NO. 083-13-013
between
CITY OF MILPITAS
a California municipal corporation
and
RAJYOGA MEDITATION & RESEARCH CENTER
a NON-PROFIT ORGANIZATION
2 AGREEMENT FOR COMPLETION OF PUBLIC IMPROVEMENTS
PARCEL NO. 083-13-013
I.PARTIES AND DATE.
This Agreement for the Completion of Public Improvements (“Agreement”) is entered into as of this ____ day of _________________, 2024 by and between the City of MILPITAS, a California municipal corporation (“City”) and RAJYOGA MEDITATION & RESEARCH CENTER, a nonprofit organization with its principal office located at 540 S ABEL ST, MILPITAS, CA 95035 (“Developer”). City and Developer are sometimes hereinafter individually referred to as “Party” and hereinafter collectively referred to as the “Parties.” II.RECITALS.
A. On April 7, 2016, Developer submitted to City an application for approval of a development proposal to allow the re-use of an existing building to be converted into a group instruction center with ancillary sleeping quarters on a 1.07 acre site within the Midtown Specific Plan area, located at 540 S ABEL ST, MILPITAS, CA 95035 (the “Project”), a legal description of which is attached hereto as Exhibit “A” (“Property”).
B. Developer has not completed all of the work or made all of the public improvements required by Title X, Chapter 1, Section 8 of City’s Municipal Code, or other ordinances, resolutions, or policies of City requiring construction of public improvements in conjunction with the land.
C. Pursuant to Title X, Chapter 1, Section 8 of City’s Municipal Code, Developer and City enter into this Agreement for the timely construction and completion of the public improvements and the furnishing of the security therefor, acceptable to the City Engineer and City Attorney, for the Project.
D. Developer’s execution of this Agreement and the provision of the security are made in consideration of City’s approval of the Offsite Improvement Plan No.2-1444 for this Project.
3 III.TERMS.
1.0 Effectiveness. This Agreement shall not be effective unless and until both of the following conditions are satisfied: (a) Developer provides City with security of the type and in the amounts required by this Agreement; (b) Developer executes and records this Agreement in the Recorder’s Office of the County of SANTA. If the above described conditions are not satisfied within 60 days after the entry date of this Agreement, this Agreement shall automatically terminate without need of further action by either City or Developer.
2.0 Public Improvements. Developer shall construct or have constructed at its own cost, expense, and liability all improvements required by City as part of the approval of Offsite Improvement Plan No.2-1444, including, but not limited to, all grading, roads, paving, curbs and gutters, pathways, storm drains, sanitary sewers, utilities, drainage facilities, traffic controls, landscaping, street lights, and all other required facilities as shown in detail on the plans, profiles, and specifications which have been prepared by or on behalf of Developer for the Project (“Public Improvements”). The Public Improvements are more specifically described in Exhibit “B,” which is attached hereto and incorporated herein by this reference. Construction of the Public Improvements shall include any transitions and/or other incidental work deemed necessary for drainage or public safety. The Developer shall be responsible for the replacement, relocation, or removal of any component of any irrigation water system in conflict with the construction or installation of the Public Improvements. Such replacement, relocation, or removal shall be performed to the complete satisfaction of the City Engineer and the owner of such water system.
Developer further promises and agrees to provide all equipment, tools, materials, labor, tests, design work, and engineering services necessary or required by City to fully and adequately complete the Public Improvements.
2.1 Prior Partial Construction of Public Improvements. Where construction of any Public Improvements has been partially completed prior to this Agreement, Developer agrees to complete such Public Improvements or assure their completion in accordance with this Agreement.
2.2 Permits; Notices; Utility Statements. Prior to commencing any work, Developer shall, at its sole cost, expense, and liability, obtain all necessary permits and licenses and give all necessary and incidental notices required for the lawful construction of the Public Improvements and performance of Developer’s obligations under this Agreement. Developer shall conduct the work in full compliance with the regulations, rules, and other requirements contained in any permit or license issued to Developer. Prior to commencing any work, Developer shall file a written statement with the City Clerk and the City Engineer, signed by Developer and each utility which will provide utility service to the Property, attesting that Developer has made all deposits legally required by each utility for the extension and provision of utility service to the Property.
2.3 Pre-approval of Plans and Specifications. Developer is prohibited from commencing work on any Public Improvement until all plans and specifications for such Public Improvement have been submitted to and approved by the City Engineer, or his or her designee.
Approval by the City Engineer shall not relieve Developer from ensuring that all Public Improvements conform with all other requirements and standards set forth in this Agreement.
4 2.4 Quality of Work; Compliance With Laws and Codes. The construction plans and specifications for the Public Improvements shall be prepared in accordance with all applicable federal, state and local laws, ordinances, regulations, codes, standards, and other requirements. The Public Improvements shall be completed in accordance with all approved maps, plans, specifications, standard drawings, and special amendments thereto on file with City, as well as all applicable federal, state, and local laws, ordinances, regulations, codes, standards, and other requirements applicable at the time work is actually commenced.
2.5 Standard of Performance. Developer and its contractors, if any, shall perform all work required to construct the Public Improvements under this Agreement in a skillful and workmanlike manner, and consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Developer represents and maintains that it or its contractors shall be skilled in the professional calling necessary to perform the work. Developer warrants that all of its employees and contractors shall have sufficient skill and experience to perform the work assigned to them, and that they shall have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the work, and that such licenses, permits, qualifications and approvals shall be maintained throughout the term of this Agreement.
2.6 Alterations to Improvements. The Public Improvements in Exhibit “B” are understood to be only a general designation of the work and improvements to be done, and not a binding description thereof. All work shall be done and improvements made and completed as shown on approved plans and specifications, and any subsequent alterations thereto. If during the course of construction and installation of the Public Improvements it is determined that the public interest requires alterations in the Public Improvements, Developer shall undertake such design and construction changes as may be reasonably required by City. Any and all alterations in the plans and specifications and the Public Improvements to be completed may be accomplished without giving prior notice thereof to Developer’s surety for this Agreement.
3.0 Maintenance of Public Improvements and Landscaping. City shall not be responsible or liable for the maintenance or care of the Public Improvements until City approves and accepts them. City shall exercise no control over the Public Improvements until accepted by City pursuant to Section 11.0. Any use by any person of the Public Improvements, or any portion thereof, shall be at the sole and exclusive risk of the Developer at all times prior to City’s acceptance of the Public Improvements. Developer shall maintain all the Public Improvements in a state of good repair until they are completed by Developer and approved and accepted by City, and until the security for the performance of this Agreement is released. Maintenance shall include, but shall not be limited to, repair of pavement, curbs, gutters, sidewalks, signals, parkways, water mains, and sewers; maintaining all landscaping in a vigorous and thriving condition reasonably acceptable to City; removal of debris from sewers and storm drains; and sweeping, repairing, and maintaining in good and safe condition all streets and street improvements. It shall be Developer’s responsibility to initiate all maintenance work, but if it shall fail to do so, it shall promptly perform such maintenance work when notified to do so by City. If Developer fails to properly prosecute its maintenance obligation under this section, City may do all work necessary for such maintenance and the cost thereof shall be the responsibility of Developer and its surety under this Agreement. City shall not be responsible or liable for any
5 damages or injury of any nature in any way related to or caused by the Public Improvements or their condition prior to acceptance.
4.0 Construction Schedule. Unless extended pursuant to this Section 4.1 of this Agreement, Developer shall fully and adequately complete or have completed the Public Improvements within one (1) year of the effective date of this Agreement, unless extended pursuant to Section 4.1.
4.1 Extensions. City may, in its sole and absolute discretion, provide Developer with additional time within which to complete the Public Improvements. It is understood that by providing the security required under Section 13.0 et seq. of this Agreement, Developer and its surety consent in advance to any extension of time as may be given by City to Developer, and waives any and all right to notice of such extension(s). Developer’s acceptance of an extension of time granted by City shall constitute a waiver by Developer and its surety of all defense of laches, estoppel, statutes of limitations, and other limitations of action in any action or proceeding filed by City following the date on which the Public Improvements were to have been completed hereunder. In addition, as consideration for granting such extension to Developer, City reserves the right to review the provisions of this Agreement, including, but not limited to, the construction standards, the cost estimates established by City, and the sufficiency of the improvement security provided by Developer, and to require adjustments thereto when warranted according to City’s reasonable discretion.
4.2 Accrual of Limitations Period. Any limitations period provided by law related to breach of this Agreement or the terms thereof shall not accrue until Developer has provided the City Engineer with written notice of Developer’s intent to abandon or otherwise not complete required or agreed upon Public Improvements.
5.0 Grading. Developer agrees that any and all grading done or to be done in conjunction with construction of the Public Improvements shall conform to all federal, state, and local laws, ordinances, regulations, and other requirements, including City’s grading regulations.
In order to prevent damage to the Public Improvements by improper drainage or other hazards, the grading shall be completed in accordance with the time schedule for completion of the Public Improvements established by this Agreement, and prior to City’s approval and acceptance of the Public Improvements and release of the Security as set forth in Sections 11.0 and 13.0 et seq. of this Agreement.
6.0 Utilities. Developer shall provide utility services, including water, power, gas, and telephone service to serve each parcel, lot, or unit of land within the Project in accordance with all applicable federal, state, and local laws, rules, and regulations, including, but not limited to, the regulations, schedules and fees of the utilities or agencies providing such services. Except for commercial or industrial properties, Developer shall also provide cable television facilities to serve each parcel, lot, or unit of land in accordance with all applicable federal, state, and local laws, rules, and regulations, including, but not limited to, the requirements of the cable company possessing a valid franchise with City to provide such service within City’s jurisdictional limits.
All utilities shall be installed underground.
6 7.0 Fees and Charges. Developer shall, at its sole cost, expense, and liability, pay all fees, charges, and taxes arising out of construction of the Public Improvements, including, but not limited to, all plan check, design review, engineering, inspection, and other service fees, and any impact or connection fees established by City ordinance, resolution, regulation, or policy, or as established by City relative to the Project
8.0 City Inspection of Public Improvements. Developer shall, at its sole cost, expense, and liability, and at all times during construction of the Public Improvements, maintain reasonable and safe facilities and provide safe access for inspection by City of the Public Improvements and areas where construction of the Public Improvements is occurring or will occur.
9.0 Default; Notice; Remedies.
9.1 Notice. If Developer neglects, refuses, or fails to fulfill or timely complete any obligation, term, or condition of this Agreement, or if City determines there is a violation of any federal, state, or local law, ordinance, regulation, code, standard, or other requirement, City may at any time thereafter declare Developer to be in default or violation of this Agreement and make written demand upon Developer or its surety, or both, to immediately remedy the default or violation (“Notice”). Developer shall substantially commence the work required to remedy the default or violation within ten (10) days of the Notice. If the default or violation constitutes an immediate threat to the public health, safety, or welfare, City may provide the Notice verbally, and Developer shall substantially commence the required work within twenty-four (24) hours thereof. Immediately upon City’s issuance of the Notice, Developer and its surety shall be liable to City for all costs of construction and installation of the Public Improvements and all other administrative costs expenses as provided for in Section 10.0 of this Agreement.
9.2 Failure to Remedy; City Action. If the work required to remedy the noticed default or violation is not diligently prosecuted to a completion acceptable to City within the time frame contained in the Notice, City may complete all remaining work, arrange for the completion of all remaining work, and/or conduct such remedial activity as in its sole and absolute discretion it believes is required to remedy the default or violation. All such work or remedial activity shall be at the sole and absolute cost, expense, and liability of Developer and its surety, without the necessity of giving any further notice to Developer or surety. City’s right to take such actions shall in no way be limited by the fact that Developer or its surety may have constructed any, or none of the required or agreed upon Public Improvements at the time of City’s demand for performance. In the event City elects to complete or arrange for completion of the remaining work and improvements, City may require all work by Developer or its surety to cease in order to allow adequate coordination by City. Notwithstanding the foregoing, if conditions precedent for reversion to acreage can be met and if the interests of City will not be prejudiced thereby, City may also process a reversion to acreage and thereafter recover from Developer or its surety the full cost and expense incurred.
9.3 Other Remedies. No action by City pursuant to Section 9.0 et seq. of this Agreement shall prohibit City from exercising any other right or pursuing any other legal or equitable remedy available under this Agreement or any federal, state, or local law. City may exercise its rights and remedies independently or cumulatively, and City may pursue inconsistent remedies. City may institute an action for damages, injunctive relief, or specific performance.