HomeMy WebLinkAboutParcel Map 8893 Parcel 4 Winkler residencePRECISE GRADING PLAN
ALL GRADES ARE BASED ON AN
ELEVATION OF 1280.6 ASSIGNED TO
THE TOP OF THE SURVEY MARKER AT
THE NORTHERLY PROPERTY CORNER.
LD20-2923
Drawn By
Plans Prepared Under Supervision Of
Date
CONSTRUCTION RECORD
Contractor
Inspector
Date Completed
DATE BY REVISIONS BENCH MARKDATEACC'D
Vertical
Horizontal
SCALE
R.C.E. No.
SEAL:Designed By CITY OF TEMECULA
RECOMMENDED BY:
ACCEPTED BY:
PORTION OF PARCEL 4 OF PARCEL MAP 8893
Checked By
DATE:
DATE:
Sheet of
DEPARTMENT OF PUBLIC WORKS
Drawing No.
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
DIRECTOR OF PUBLIC WORKS / CITY ENGINEER
PATRICK THOMAS, P.E.8/31/2020
21873 1989
I
T
I
NUTROPPO
WEN*
SNO
I
T
I
D
ART
EMETFO
C
I
TY CULA
OL
D E
S
N/A
N/A
G-1
RATENEB
ENGINEERINGCONSTRUCTION &
Civil Engineers - RCE 21873General Contractors - Lic. 378242
41625 Enterprise Circle S., Ste. B-2Temecula, CA 92590(951) 201-2542brateneconst@prodigy.net
C
I V I
L
INR
O
F
A
T
I
S
O
T
E
A
REGISTERED
REEN
IGNE
L
AN
O
I
R
P
No.
NROJBSOENE
TARB
SE
O
F S
C A
L
F
21873
OWNER:
PROJECT ADDRESS:
ACREAGE:
MARK WINKLER
42904 IVY ST.
MURRIETA, CA 92562
(760) 668-1369
REFERENCE ONLY NOTE:
EXCEPT FOR THE RETAINING WALLS IN CONJUNCTION WITH THIS
GRADING, ALL INFORMATION ASSOCIATED WITH BUILDINGS (INCLUDING
SETBACKS AND FF ELEVATIONS) IS FOR REFERENCE ONLY, AND THE
APPROVAL OF THIS GRADING PLAN DOES NOT INCLUDE ANY PROVISIONS
ASSOCIATED WITH BUILDINGS.
(1
2
4
5
)
(1
2
5
0
)
(12
5
5
)
(126
0
)
(126
5
)
(1270
)
(1275
)
(1270
)
(1275)
(12
6
5
)
(1260)
(
1
2
7
0
)
(
1
2
7
5
)
B
B
T.
B
.
M
.
1
2
8
0
.
6
TO
P
O
F
S
U
R
V
E
Y
M
A
R
K
E
R
OVE
R
-
E
X
;
2' (
M
I
N
.
)
BEL
O
W
F
T
G
5'
A
A
4
A
1
C VIA SIERRA L
30'
60'
30'
30
'
30
'
60
'
Δ
=
1
5
°
4
6
'
3
7
"
N35°29'04"W
28
5
.
4
4
'
390.02'
N5
3
°
2
0
'
4
3
"
E
R
=
5
3
0
.
0
0
'
L
=
1
4
5
.
9
4
'
N
5
1
°
4
7
'
0
5
"
E
8
1
.
4
0
'
N
0
6
°
4
7
'
0
5
"
E
1
8
.
3
8
'
N38°12'55"W 93.77'
=2
8
°
4
6
'
0
3
"
R=530.00'
L=145.94'
POR. OF PARCEL 4
2.07 AC. NET
C
G
R
E
E
N
T
R
E
E
R
D
L
1
2
6
1
1
2
6
9
G
B
4.5
%
14%
3.
2
%
1
2
6
7
.
6
12
6
9
.
1
PR
O
P
O
S
E
D
R
E
S
I
D
E
N
C
E
FF
=
1
2
7
0
.
7
PA
D
=
1
2
7
0
.
0
5%
1
2
6
9
.
3
H
P
/
F
L
12
6
8
.
5
FL
1268.2
FL
4%
1268.2
FL
20
%
1
2
6
8
.
8
H
P
/
F
L
2.
5
%
4.
3
%
1%
1
2
6
9
.
7
FS
NAT.
FILL
C
U
T
F
I
L
L
CUT
FILL
CUT
NAT
.
NAT.
CUT
PRO
P
.
2
:
1
FILL
S
L
O
P
E
PR
O
P
.
2
:
1
FIL
L
S
L
O
P
E
2:1
CUT
2:1 CUT
EOP
EOP
PROPERTY LINE
RIGHT-OF-WAY
RIGHT-OF-WAY
PROPERTY LINE
(1258.8)
FS
(1261.0) TC
(1260.5) FG
C
U
T
N
A
T
.
1
2
6
9
.
2
F
S
1%
1%
EDGE OF
DIRT RD
PROP. CONC.
V-DRAIN
INSTALL 5'X8' RIP-RAP
ENERGY DISSIPATOR
W/ 50#-100# ROCK
3
2
0
'
1265.0
FL
P
R
O
P
.
D
W
Y
13
2
INSTALL 5'X5' RIP-RAP
ENERGY DISSIPATOR
W/ 50#-100# ROCK
3
(
8
.
8
%
)
(
1
2
.
5
%
)
(
4
.
8
%
)
1269.8
FG
2%
VA
R
I
A
B
L
E
C
U
T
S
L
O
P
E
(2:
1
M
A
X
.
)
NAT.
CUT
1
1
1
1
1
1
1%
P
R
O
P
.
2
:
1
F
I
L
L
S
L
O
P
E
PROP. 2:
1
FILL SLOP
E
12
5
8
.
7
FL
2.8%
2.3
%
2.1
%
2.
7
%
12
.
5
%
127
1
.
0
FG
1
2
7
0
.
5
F
G
1267.6
FG
14%
42
'
122'
81
'
106'
(1
9
%
)
(1
9
%
)
(10%
)
11.
7
%
(1260.1) TC
(1258.6) FS
(1260.4)
FS
12
5
9
.
1
FS
1
2
6
0
.
3
F
S
P
R
O
P
.
T
E
M
E
C
U
L
A
D
W
Y
A
P
P
R
O
A
C
H
S
T
D
2
0
7
T
O
B
E
C
O
N
S
T
R
U
C
T
E
D
P
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
5
6'
1
EXIST'G FIRE
HYDRANT TO
REMAIN
7
'
PROP. 1500 GAL
SEPTIC TANK
60' - LEACH LIN
E
PROP. D-BOX
1 0 0 % E
X
P
A
N
S
I
O
N
A
R
E
A
W
O
R
K
I
N
T
H
E
R
/
W
W
I
L
L
B
E
P
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
1
2
6
9
.
8
FG
2%
2%
(1268.9)
FG
126
9
.
4
FG
1269.7
FG
2%
3
.
2
%
13.3%
5'A
OVE
R
-
E
X
;
2' (
M
I
N
.
)
BEL
O
W
F
T
G
A
1%
1%
1
%
1
2
6
9
.
6
FG
2
%
18%
12
6
7
.
0
FL
16%
14
'
14'
49'22
'
1%
1
%
Q
1
0
0
=
0
.
7
C
F
S
V
1
0
0
=
2
.
3
5
F
/
S
Q
10
0
=
0
.
4
4
C
F
S
V
10
0
= 1
0
.
9
4
F
/
S
1
2
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
2
13
1.5
%
REMEDIAL GRADING PER SEPARATE
ENCROACHMENT PERMIT
0
1"=20'
10'20'40'60'80'
GRAPHIC SCALE
2
1
2% SLOPE
NTS
TYPICAL BENCHING SECTION
NTS
TYPICAL CONCRETE
V-DRAIN DETAIL
ALL WEATHER FIRE ACCESS DETAIL
NTS
CLASS II AGG. BASE
95% COMPACTION4"
8"
SUBGRADE 95%
COMPACTION
90% COMPACTED NATURAL
GRADE OR ENGINEERED FILL
DRIVEWAY SECTION
1"=20'
SECTION B-B
TYP. RIP-RAP INSTALLATION
NTS
12
"
DE
E
P
LENGTH AND WIDTH VARY
SEE PLAN FOR DIMENSIONS
18"
NTS
TYPICAL BERM DETAIL
FILL SLOPE
5'12
"
1
22.5'
PROP. MIRAFI 140NL GEOTEXTILE
FABRIC OR SIMILAR
EASEMENTS:
1
OVER-EXCAVATION NOTE:A OVER-EX TO BE 5' BEYOND THE BUILDING FOOTPRINT
AT A MINIMUM DEPTH OF 2 FEET BELOW FOOTINGS,
WITH FINAL DEPTH TO BE DETERMINED BY THE
PROJECT SOILS ENGINEER AT TIME OF GRADING.
(OR AS PROVIDED IN SOILS REPORT, IF AVAILABLE)
PROP. RESIDENCE
FF=1370.7
PAD=1370.0NATURAL
10%
PROP. OVER EX.;
2' (MIN.) BELOW FTG
4
1
13
EXIST'G
GRADE
FINISH GRADE
NOTE:
BENCH INTO FIRM
SOIL TO PLACE FILL
ON LEVEL BENCHES
3
10' MIN. KEY5' MIN.
12
"
M
I
N
.
2'
M
I
N
.
3" CONC. MIN
W/6X6-10/10 WWM
12
"
36"
36" MIN INTERCEPTOR DRAIN
H/5
H/5 2' MIN. ; 10' MAX REQ'D
NTS
12" MIN
P P
2
1
EXIST'G
GRADE
FINISH GRADE
2' MIN.
20' MAX.
REQ'D
TYPICAL BROW DITCH/SETBACK SECTION
PROP. BERM 1
ALL GRADES ARE BASED ON AN
ELEVATION OF 1280.6 ASSIGNED TO
THE TOP OF THE SURVEY MARKER AT
THE NORTHERLY PROPERTY CORNER.
Drawn By
Plans Prepared Under Supervision Of
Date
CONSTRUCTION RECORD
Contractor
Inspector
Date Completed
DATE BY REVISIONS BENCH MARKDATEACC'D
Vertical
Horizontal
SCALE
R.C.E. No.
SEAL:Designed By CITY OF TEMECULA
RECOMMENDED BY:
ACCEPTED BY:
R.C.E. No. 44223
Checked By
DATE:
DATE:
Sheet of
DEPARTMENT OF PUBLIC WORKS
Drawing No.
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
DIRECTOR OF PUBLIC WORKS / CITY ENGINEER
PATRICK THOMAS, P.E.8/31/2020
21873 1989
I
T
I
NUTROPPO
WEN*
SNO
I
T
I
D
A
RT
EMETFO
C
I
TY CUL
A
O
L
D ES
1"=20'
N/A
G-2
RATENEB
ENGINEERINGCONSTRUCTION &
Civil Engineers - RCE 21873General Contractors - Lic. 378242
41625 Enterprise Circle S., Ste. B-2Temecula, CA 92590(951) 201-2542brateneconst@prodigy.net
C
I V
I
L
INR
O
F
A
T
I
S
O
T
E
A
REGISTERED
REEN
IGNE
L
A
N
O
I
R
P
No.
N
ROJBSOENE
TARB
SE
O
F S
C A
L
F
21873
FINISH FLOOR GRADE
EXISTING CONTOUR
FINISH GRADE
LEGEND:
DAYLIGHT LINE
FLOW LINE
HIGH POINT
FL
CUT
(1720)
1729.4
FF
HP
FILL
FG FINISH GRADE
FS FINISH SURFACE
TOP OF FOOTINGTF
TOP OF BERMTB
4" CONCRETE SURFACE
LIMITS OF DISTURBANCE
EDGE OF PAVEMENTEOP
NOT TO SCALENTS
FTG FOOTING
WELDED WIRE MESHWWM
SILT FENCE
GRAVEL BAGS
DRAIN PIPE
SWALE
ALL WEATHER FIRE
ACCESS DWY
PROPOSED BERM
FIBER ROLL
(1
2
4
5
)
(1
2
5
0
)
(12
5
5
)
(126
0
)
(126
5
)
(1270
)
(1275
)
(1270
)
(1275)
(12
6
5
)
(1260)
(
1
2
7
0
)
(
1
2
7
5
)
C VIA SIERRA L
30'
60'
30'
30
'
30
'
60
'
Δ
=
1
5
°
4
6
'
3
7
"
N35°29'04"W
28
5
.
4
4
'
390.02'
N5
3
°
2
0
'
4
3
"
E
R
=
5
3
0
.
0
0
'
L
=
1
4
5
.
9
4
'
N
5
1
°
4
7
'
0
5
"
E
8
1
.
4
0
'
N
0
6
°
4
7
'
0
5
"
E
1
8
.
3
8
'
N38°12'55"W 93.77'
=2
8
°
4
6
'
0
3
"
R=530.00'
L=145.94'
POR. OF PARCEL 4
2.07 AC. NET
C
G
R
E
E
N
T
R
E
E
R
D
L
PR
O
P
O
S
E
D
R
E
S
I
D
E
N
C
E
FF
=
1
2
7
0
.
7
PA
D
=
1
2
7
0
.
0
PROP. SILT
FENCE
7
PROP. FIBER ROLL6
PROP. GRAVEL
BAGS (TYP.)8
PROP. CONC.
WASHOUT & SIGN
9 PROP. CONSTRUCTION
ENTRANCE
10
PROP. SILT
FENCE
7
PROP. FIBER ROLL 6
HYDROSEED
SLOPES
11
HYDROSEED
SLOPES
11
HYDROSEED
SLOPES
11
HYDROSEED
SLOPES
11
PROP. GRAVEL
BAGS (TYP.)8
PROP. GRAVEL
BAGS (TYP.)8
QDEV=2.92 CFS
QUNDEV=2.85 CFS QDEV=1.37 CFS
QUNDEV=1.37 CFS
QDEV=0.66 CFS
QUNDEV=0.63 CFS
QDEV=0.45 CFS
QUNDEV=0.41 CFS
0
1"=20'
10'20'40'60'80'
GRAPHIC SCALE
NTS NTS
9
EX
I
S
T
I
N
G
P
A
V
E
D
R
O
A
D
W
A
Y
TC-1 FROM CALIFORNIA STORMWATER BMP HANDBOOK
STABILIZED CONSTRUCTION ENTRANCE/EXIT
NTS
PLAN
B
B
BUT SMALLER THAN 6"
CRUSHED AGGREGATE GREATER THEAN 3"
SPECIFIED BY A SOILS ENGINEER
12" MIN. UNLESS OTHERWISE
SECTION B-B
NTS
A A
FILTER FABRIC
GRADE
ORIGINAL
BUT SMALLER THAN 6"
CRUSHED AGGREGATE GREATER THAN 3"
FILTER FABRIC
CORRUGATED
STEEL PLATES
SECTION A-A
NTS
(OR EQUIVALENT)
INSTALL FIBER ROLL AROUND PERIMETER
OF STABILIZED CONSTRUCTION ENTRANCE6
NTS
FLOW
CORRUGATED STEEL
PLATES AS NEEDED
OR FOUR TIMES THE CIRCUMFERENCE OF
THE LARGEST CONSTRUCTION VEHICLE
TIRE, WHICHEVER IS GREATER
49'
MATCH
EXIST'G
GRADE
TYPICAL SILT FENCE
NTS
TYPICAL FIBER ROLL
6
NTS
CONCRETE WASHOUT SIGN DETAIL
9
NTS
TYPICAL CONCRETE WASHOUT DETAIL
NATIVE MATERIAL
(OPTIONAL)GRAVEL BAGS
10 MIL PLASTIC LINING,
DOUBLE LINED
SILT FENCE-WOVEN FILTER FABRIC MATERIAL
(SECURED TO STAKE WITH 4 STAPLES)
1/2" x 2" WOOD STAKE (OR EQUIVALENT)
8"-0' O.C. MAX. SPACING
BACKFILL AND COMPACT THE EXCAVATED SOIL IN
TRENCH AND ON BOTH SIDES OF FILTER FABRIC
DISTURBED GROUND
NOTE:
FOR END STAKE, FENCE FABRIC SHALL
BE FOLDED AROUND TWO STAKES ONE
FULL TURN AND SECURED WITH FOUR
STAPLES.
UNDISTURBED
GROUND
4" +/-
12
"
(
M
I
N
.
)
2'
-
0
"
(
M
I
N
.
)
6"
PLYWOOD 48"X24"
PAINTED WHITEBLACK LETTERS
6" HEIGHT
0.5" LAG SCREWS
WOOD POST
3"X3"X8"
3'
3'
CONCRETE
WASHOUT
TYPICAL GRAVEL BAG DETAIL (2 HIGH)
10' MIN. OR
WIDTH AS
REQUIRED TO
ACCOMADATE
ANTICIPATED
TRAFFIC
TEMPORARY PIPE CULVERT
AS NEEDED
24' (MIN.)
R=2
0
'
M
I
N
.
NOTE:
CONSTRUCT SEDIMENT BARRIER
AND CHANNELIZE RUNOFF.
TYPICAL GRAVEL
BAGS (2 HIGH)
TYPICAL FIBER ROLL
EXISTING
GROUND
1"X1" WOOD
STAKE AT 6' O.C.
SLOPE
ALL GRADES ARE BASED ON AN
ELEVATION OF 1280.6 ASSIGNED TO
THE TOP OF THE SURVEY MARKER AT
THE NORTHERLY PROPERTY CORNER.
Drawn By
Plans Prepared Under Supervision Of
Date
CONSTRUCTION RECORD
Contractor
Inspector
Date Completed
DATE BY REVISIONS BENCH MARKDATEACC'D
Vertical
Horizontal
SCALE
R.C.E. No.
SEAL:Designed By CITY OF TEMECULA
RECOMMENDED BY:
ACCEPTED BY:
R.C.E. No. 44223
Checked By
DATE:
DATE:
Sheet of
DEPARTMENT OF PUBLIC WORKS
Drawing No.
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
DIRECTOR OF PUBLIC WORKS / CITY ENGINEER
PATRICK THOMAS, P.E.8/25/2020
21873 1989
I
T
I
NUTROPPO
WEN*
SNO
I
T
I
D
A
RT
EMETFO
C
I
TY CUL
A
O
L
D ES
1"=20'
N/A
E-1
RATENEB
ENGINEERINGCONSTRUCTION &
Civil Engineers - RCE 21873General Contractors - Lic. 378242
41625 Enterprise Circle S., Ste. B-2Temecula, CA 92590(951) 201-2542brateneconst@prodigy.net
C
I V
I
L
INR
O
F
A
T
I
S
O
T
E
A
REGISTERED
REEN
IGNE
L
A
N
O
I
R
P
No.
N
ROJBSOENE
TARB
SE
O
F S
C A
L
F
21873
7
8
10