HomeMy WebLinkAboutTract Map 30890 Parcels 1 and 2 Better Buzz Precise Grading PlansN16°37'49"W 370.01'
N16°37'49"W 370.01'
N7
3
°
2
2
'
1
1
"
E
1
7
0
.
0
0
'
N7
3
°
2
2
'
1
1
"
E
1
7
0
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0
'
TE
M
E
C
U
L
A
P
A
R
K
W
A
Y
EXISTING
BUILDING
APN:
960-020-055
(NAP)
APN:
960-020-057
(NAP)
APN:
960-020-005
(NAP)
APN:
960-020-071
(NAP)
APN:
960-020-065
(NAP)
APN:
960-020-058
(NAP)
NOT TO SCALE
VICINITY MAP
TEMEC
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WOLF
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DE PO
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SURVEY
COMMERCIAL DEVELOPMENT RESOURCES
4121 WESTERLY PLACE #112
NEWPORT BEACH, CA 92660
CONTACT: AARON ALBERTSON, P.E.
TEL:949.610.8997
SURVEYED BY ROBERT J. RUSSELL, PLS
DATE OF SURVEY: 8/19/20
ARCHITECT
MARKS ARCHITECTS
2643 4TH AVE.
SAN DIEGO, CA 92103
CONTACT: GABRIELA MARKS
619-702-9448
OWNER/APPLICANT
DMSD PROPERTY LLC
41856 IVY STREET
SUITE #201
MURRIETA, CA 92562
CONTACT: MARNEE WOODS
951-322-4066
(XX.XX)EXISTING ELEVATION
APN ASSESSOR'S PARCEL NUMBER
BW BACK OF WALK
CF CURB FACE
CL CENTERLINE
ELEV ELEVATION
ELEC ELECTRICAL
EPB ELECTRIC PULL BOX
EX EXISTING
FG FINISH GRADE
FF FINISH FLOOR
FL FLOW LINE
FS FINISH SURFACE
GB GRADE BREAK
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MWD MUNICIPAL WATER DISTRICT
OC ON CENTER
SPFPWC STANDARD PLANS FOR PUBLIC
WORKS CONSTRUCTION
TC TOP OF CURB
TG TOP OF GRATE
TYP TYPICAL
VCP VITRIFIED CLAY PIPE
W WIDTH
WM WATER METER
ABBREVIATIONS:LEGEND
EXISTING CONCRETE
PROPOSED CONCRETE
PROPOSED LANDSCAPE
PROPOSED ASPHALT
PROPERTY LINE
LIMITS OF CONSTRUCTION
FLOW LINE
EASEMENT
NOTES
1.THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN
ESTABLISHED FROM A FIELD SURVEY OF SURFACE FEATURES, CONTRACTOR TO
VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION.
2.THE PROPERTY LINES, BEARINGS AND DIMENSIONS, SHOWN HEREON, ARE
ESTABLISHED FROM AVAILABLE RECORD INFORMATION AND ARE SUBJECT TO
VERIFICATION BY A COMPLETE FIELD BOUNDARY RETRACEMENT SURVEY.
1.TENANT IMPROVEMENTS TO AN EXISTING BUILDING WITH EXISTING DRIVE-THRU.
REPLACING EXISTING ASPHALT DRIVE-THRU WITH CONCRETE SURFACE AND NEW
OUTDOOR SEATING PATIO.
SCOPE OF WORK
CIVIL ENGINEER
COMMERCIAL DEVELOPMENT RESOURCES
4121 WESTERLY PLACE #112
NEWPORT BEACH, CA 92660
CONTACT: AARON ALBERTSON, P.E.
TEL: 949.610.8997
32435 TEMECULA PARKWAY
TEMECULA, CA 92592
SITE ADDRESS:
GROSS LOT AREA: 63,162 SF
TOTAL DISTURBED:10,850 SF
TOTAL DISTURBED AREA:
LEGAL DESCRIPTION
PARCELS 1 AND 2 OF PARCEL MAP NO. 30890, AS SHOWN BY MAP ON FILE IN BOOK
205, PAGES 26 THROUGH 27 INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY
RECORDER OF COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING DESCRIBED IN
DOCUMENT NO 2013-0099112, RECORDED FEBRUARY 29, 2013.
C-01
TRACT MAP NO. 30890 PARCELS 1 & 2
CITY OF TEMECULA
PRECISE GRADING PLAN
GENERAL NOTES
GRADING NOTES EROSION AND SEDIMENT CONTROL NOTES
SHEET
NO.
1
DESCRIPTION
SHEET INDEX
TOPOGRAPHIC SURVEY
TITLE SHEET
DEMOLITION AND SITE IMPROVEMENT PLAN
PRECISE GRADING PLAN
2
3
4
5
6 EROSION AND SEDIMENT CONTROL PLAN
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD21 -6639
02/23/22
65513
AH AH AMATHE BENCHMARK FOR THIS SURVEY IS A COUNTY OF
RIVERSIDE VERTICAL CONTROL MONUMENT, BEING A
2.5" BRASS DISC IN CONCRETE CYLINDER STAMPED
"T-5-81" 5.7 MI. SE ON HWY. 79 FROM THE
INTERSECTION OF MAIN STREET AND FRONT STREET IN
TEMECULA, 41' N OF CENTERLINE HWY. 79, 2.4' S OG 6'
CHAINLINK FENCE AROUND WELL SITE 12' E OF FENCE
CORNER AND PP #1894599E. 35' SE OF PP # 1894598E.
ELEVATION : 1147.777' (NAVD 88')6
TRACT MAP 30890 PARCELS 1 & 2
PRECISE GRADING PLAN
1
MARNEE WOODS DMSD PROPERTY LLC 951-322-4066
TBD TBD TBD
DETAIL SHEET
TITLE SHEET
CUT:15 CY
FILL:10 CY
NET EXPORT:5 CY
NOTE: THESE ARE ENGINEER'S ESTIMATES,
CONTRACTOR TO VERIFY QUANTITIES.
EARTHWORK:
960-020-060
63,162 SF; 1.45 AC
APN:
15. Other Pertinent Information Refer to the City of Temecula Municipal Code. Title 18, Chapter 18.18 "Erosion
and Sediment Control"
IMPERVIOUS PERVIOUS
PRE:8,955 SF PRE:1,895 SF
POST:6,687 SF POST:4,163 SF
NET: -2,268 SF NET:+2,268 SF
1:1 ALLOWANCE CALCULATION:
IMPERMEABLE AREA DRAINED
TO PERMEABLE AREA: 2,765 SF
PERMEABLE AREA: 2,270 SF
1:1 RATIO ALLOWANCE: 2,270 SF
POST IMPERVIOUS - ALLOWANCE = NET IMPERVIOUS (HARDSCAPE
REMOVED AND REPLACED)
6,687 SF - 2,270 SF = 4,417 SF
NET IMPERVIOUS CALCULATION:
OVERALL SITE PLAN
SCALE 1"=30'
2/25/22
3/2/2022
3/2/2022
2
3
8
9EXISTING
DRIVE AISLE
EX
I
S
T
I
N
G
DR
I
V
E
A
I
S
L
E
EXISTING BUILDING
(NAP)
(FF=86.57)
EXISTING ASPHALT
(NAP)
EXISTING ASPHALT
(NAP)
EXISTING CONCRETE
SIDEWALK AND CURB
(NAP)
EXISTING CONCRETE
SIDEWALK AND CURB
(NAP)
EXISTING TRASH
ENCLOSURE
(NAP)
EXISTING CURB
AND GUTTER
(NAP)
EXISTING CURB
AND GUTTER
(NAP)
EXISTING ASPHALT
(NAP)
EXISTING CURB
(NAP)
EXISTING
ASPHALT
(NAP)
EXISTING ASPHALT
(NAP)
EXISTING GUTTER
(NAP)
EXISTING ASPHALT
(NAP)
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
EXISTING MAILBOX
TO BE PROTECTED IN
PLACE
EXISTING FLAG POLE
TO BE PROTECTED IN
PLACE
EXISTING SITE LIGHT
TO BE PROTECTED
IN PLACE
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
EXISTING SITE FIRE
HYDRANT TO BE
PROTECTED IN PLACE
N16°37'49"W 370.01'
N16°37'49"W 370.01'
N7
3
°
2
2
'
1
1
"
E
1
7
0
.
0
0
'
N7
3
°
2
2
'
1
1
"
E
1
7
0
.
0
0
'
TE
M
E
C
U
L
A
P
A
R
K
W
A
Y
APN:
960-020-055
(NAP)
APN:
960-020-057
(NAP)
APN:
960-020-005
(NAP)
APN:
960-020-071
(NAP)
APN:
960-020-065
(NAP)
APN:
960-020-058
(NAP)
55.00
71.00
16.00
LIMITS OF
CONSTRUCTION
30
.
0
30
.
0
60
.
0
44.00 32.00 30.00 20.00
15
.
8
16
.
0
16
.
0
32
.
0
10
.
0
10
.
0
20
.
0
BUILDING SETBACK
EASEMENT
PRIVATE ACCESS
EASEMENT
PR
I
V
A
T
E
A
C
C
E
S
S
EA
S
E
M
E
N
T
PE
R
P
M
3
0
8
9
0
PER PM 30890 PER PM 30890
C-02
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD21 -6639
02/23/22
65513
AH AH AMATHE BENCHMARK FOR THIS SURVEY IS A COUNTY OF
RIVERSIDE VERTICAL CONTROL MONUMENT, BEING A
2.5" BRASS DISC IN CONCRETE CYLINDER STAMPED
"T-5-81" 5.7 MI. SE ON HWY. 79 FROM THE
INTERSECTION OF MAIN STREET AND FRONT STREET IN
TEMECULA, 41' N OF CENTERLINE HWY. 79, 2.4' S OG 6'
CHAINLINK FENCE AROUND WELL SITE 12' E OF FENCE
CORNER AND PP #1894599E. 35' SE OF PP # 1894598E.
ELEVATION : 1147.777' (NAVD 88')6
TRACT MAP 30890 PARCELS 1 & 2
PRECISE GRADING PLAN
LEGEND:
EXISTING CONCRETE
PROPERTY LINE
FLOW LINE
CENTER LINE
LIMITS OF CONSTRUCTION
EASEMENT
2TOPOGRAPHIC SURVEY
1"=20'
N/A
AN EASEMENT IN FAVOR OF THE PUBLIC FOR INGRESS
AND EGRESS AND INCIDENTAL PURPOSES, AS INST. NO.
34377, REC'D. JAN 28,1999
AN EASEMENT FOR PIPELINES AND THE HEREINAFTER
SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, IN
FAVOR OF RANCHO CALIFORNIA WATER DISTRICT AS
INSTRUMENT NO. 373435, RECORDED NOV. 8, 1995
ACCESS OPENING PER RESOLUTION NO. 97-316
EXECUTED DEC. 2, 1997 AS INSTRUMENT NO. 455755
RECORDED DEC. 12, 1997
AN EASEMENT FOR PRIVATE LANDSCAPE PER PM 30141,
MB 199/95-96 REC/D OCTOBER 1, 2001
2
3
8
9
LIST OF EASEMENTS
2/25/22
3/2/2022
3/2/2022
63
.
2
'
9.0'9.0'
12
.
0
'
21
.
9
'
24
.
2
'
8.0'
EXISTING DRIVE AISLE
EX
I
S
T
I
N
G
D
R
I
V
E
A
I
S
L
E
EXISTING
BUILDING
(FF=86.57)
EXISTING
BUILDING
(FF=86.57)
24
.
0
'
1
5
.
0
'
9
.
3
'
9.
1
'
140.8'11.0'3.9'
18
.
0
'
6.
2
'
9.0'9.0'9.0'5.7'5.5'11.5'4.0'63.9'
9.
9
'
3.
0
'
4.0'
N16°37'49"W 370.01'
EXISTING
SIDEWALK
EXISTING CURB
AND GUTTER
EXISTING TRASH
ENCLOSURE
EXISTING
CONCRETE
EXISTING
ASPHALT
EXISTING
CURB
EXISTING
CURB
EXISTING
SIDEWALK
EXISTING
ASPHALT
EXISTING
ASPHALT
EXISTING
GUTTER
EXISTING
GUTTER
EXISTING
ASPHALT
EXISTING
CURB
EXISTING
CURB
EXISTING CURB
SITE LIGHT EXISTING
SITE LIGHT
EXISTING
CURB
EXISTING FIRE
HYDRANT
EXISTING
ASPHALT
EXISTING
ASPHALT
EXISTING
CURB
EXISTING CURB
AND GUTTER
EXISTING
GUTTER
EXISTING
ASPHALT
EXISTING
MAILBOX
EXISTING
FLAG POLE
(TYP.)
EXISTING
CURB
EXISTING
GUTTER
EXISTING
ASPHALT
EXISTING
ASPHALT
EXISTING
CURBEXISTING
CURB
EXISTING
SIDEWALK
EXISTING
CURB
EXISTING
ASPHALT
EXISTING
ASPHALT
EXISTING
SIDEWALK
EXISTING
CURB
EXISTING
CURB
EXISTING
CURB
(TYP.)
EXISTING
SIGN
EXISTING
SIGN
1
1
1
1
1
1
1
1
1
1 1
1
1
4
1
1
1
1
11
1
1
1
1
10
10
8
10
7
10
6
1
1
10
10
10
10
10
10
10
10
4
9
10
3
3
5 5
5 5
13
13
13
13
5
5
7
7
8
1
3
2
2
2
1
39
1
1
2
2
2
2
3
6
9
14
1
6 6
6
13
3
16
17
5
5
5
18
18
1
1
1 1
1
1
1
1
1
3
3
1
15
1
6
13
13
44
4
2
9
9
9 9 9
9
9
18
18
18
222
2
2
1
1
1
11 11 11
5
5
5
9
2
4
9
1919
1
5
21
10
22 22
1
1
8
8
10
10
9
11
12
12
114
4
10
15
2
20
20
12
1 10 10 10
8
5
5
EXISTING
SIGN 1
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
EXISTING
SIGN1
5
EXISTING
ASPHALT1
18
18
18
18
18
18
18
23
23
24
4
4
5
5
EXISTING
CURB 1
EXISTING
CURB 1
EXISTING
CURB 1
EXISTING
ASPHALT
1
16
24.0'
3.0'3.0'
18.0'7.0'
14
.
1
'
4.
0
'
7.
0
'
9.
6
'
8.
0
'
9.
0
'
9.
0
'
9.
0
'
9.
0
'
9.
2
'
5
5
EXISTING
ASPHALT
1
18
3
EXISTING ROOF
DOWNSPOUT
DRAINS
1 EXISTING ROOF
DOWNSPOUT
DRAINS
1
EXISTING ROOF
DOWNSPOUT
DRAINS
1 EXISTING ROOF
DOWNSPOUT
DRAINS
1
EXISTING ROOF
DOWNSPOUT
DRAINS
1
EXISTING ROOF
DOWNSPOUT
DRAINS
1
EXISTING ROOF
DOWNSPOUT
DRAINS
1
19
5
6
6
24
BEGIN10 END 10 BEGIN7
END 7
END 13
BEGIN 13
25
18
19
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD21 -6639
02/23/22
65513
AH AH AMATHE BENCHMARK FOR THIS SURVEY IS A COUNTY OF
RIVERSIDE VERTICAL CONTROL MONUMENT, BEING A
2.5" BRASS DISC IN CONCRETE CYLINDER STAMPED
"T-5-81" 5.7 MI. SE ON HWY. 79 FROM THE
INTERSECTION OF MAIN STREET AND FRONT STREET IN
TEMECULA, 41' N OF CENTERLINE HWY. 79, 2.4' S OG 6'
CHAINLINK FENCE AROUND WELL SITE 12' E OF FENCE
CORNER AND PP #1894599E. 35' SE OF PP # 1894598E.
ELEVATION : 1147.777' (NAVD 88')6
TRACT MAP 30890 PARCELS 1 & 2
PRECISE GRADING PLAN
C-03
LEGEND:
EXISTING CONCRETE
PROPOSED CONCRETE
PROPOSED LANDSCAPE
PROPOSED ASPHALT
PROPERTY LINE
FLOW LINE
CENTER LINE
LIMITS OF CONSTRUCTION
PROTECT IN PLACE. ITEM NOTED.
RELOCATE ADA PARKING SIGNS
REMOVE EXISTING FACE OF BUILDING
REMOVE EXISTING PORTION OF RIBBON GUTTER
REMOVE EXISTING CURB
REMOVE EXISTING CONCRETE SIDEWALK
REMOVE EXISTING COLUMNS
REMOVE EXISTING LANDSCAPE
REMOVE EXISTING ASPHALT
REMOVE EXISTING SIGN
REMOVE EXISTING CURB AND GUTTER
DEMO NOTES
1
2
3
4
5
NEW FACE OF BUILDING PER ARCHITECTURAL PLANS AND SEPARATE
BUILDING PERMIT.
INSTALL LANDSCAPING PER SEPARATE PLAN
CONSTRUCT CONCRETE SIDEWALK PER CITY OF TEMECULA STANDARD.
NO. 401
CONSTRUCT ASPHALT PAVEMENT TO MATCH EXISTING SECTION
CONSTRUCT A.C. PAVEMENT JOINT PER DETAIL 9, SHEET C-05
JOIN EXISTING CONCRETE CROSS GUTTER
CONSTRUCT 6" CURB AND GUTTER PER CITY OF TEMECULA STANDARD
NO. 200 TYPE "A-6"
CONSTRUCT ADA CURB RAMP PER CITY OF TEMECULA STANDARD. NO.
402
INSTALL TRUNCATED DOMES PER DETAIL 4, SHEET C-05
CONSTRUCT 6" CURB PER CITY OF TEMECULA STANDARD NO. 204A
CONSTRUCT ADA PARKING STALL MARKINGS PER DETAIL 1, SHEET C-05
INSTALL WHEELSTOP PER DETAIL 7, SHEET C-05
CONSTRUCT MONOLITHIC 6" CONCRETE CURB AND CONCRETE
PAVEMENT PER DETAIL 8, SHEET C-05. SEE DETAIL 13, SHEET C-05 FOR
PAVEMENT SECTION.
INSTALL ADA PATH OF TRAVEL STRIPING PER DETAIL 3, SHEET C-05
INSTALL PARKING STALL STRIPING PER DETAIL 1, SHEET C-05
INSTALL AC/CONCRETE PAVING TRANSITION PER DETAIL 10, SHEET C-05
CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF TEMECULA
STANDARD NO. 210 (MODIFIED TO 3' WIDE TO MATCH EXISTING)
CONSTRUCT 18" WIDE CURB CUT PER DETAIL 12, SHEET C-05
INSTALL DRAIN INLET. SEE PRECISE GRADING SHEET C-04 FOR TYPE,
ELEVATIONS, AND INVERTS
INSTALL ADA PARKING SIGNAGE PER DETAIL 5, SHEET C-05
INSTALL UNAUTHORIZED PARKING SIGN PER DETAIL 6, SHEET C-05
ADJUST EXISTING GREASE INTERCEPTOR MANHOLE TO PROPOSED
GRADES
INSTALL ACCESSIBLE PARKING SYMBOL PER DETAIL 2, SHEET C-05
INSTALL STORM DRAIN STENCIL SIGNAGE PER DETAIL THIS SHEET.
INSTALL 3" RIP RAP
1
CONSTRUCTION NOTES
2
3
4
5
6
7
8
9
10
6
11
12
13
7
8
9
14
15
16
17
18
19
3
20
21
22
1"=10'
N/A
--
4,163 SF.
2,066 SF.
10 TONS
232 LF.
1 EA.
28 LF.
2 EA.
4 EA.
273 LF.
2 EA.
2 EA.
3,792 SF.
1 EA.
126 LF.
23 LF.
21 SF.
14 EA.
4 EA.
2 EA.
1 EA.
3 EA.
2 EA.
2 EA.
4 SF.
QTY:
--
2 EA.
--
94 LF.
486 LF.
2,457 SF.
2 EA.
752 SF.
6,498 SF.
3 EA.
177 LF.
DEMOLITION AND SITE IMPROVEMENT PLAN
10
23
STORM DRAIN STENCILING DETAIL
24
11
25
2/25/22
3/2/2022
3/2/2022
N16°37'49"W 370.01'
RI
D
G
E
86
8
6
0.5%
0.6%
(
2
.
4
%
)
A
-
A
-
B
-
B
-
EXISTING DRIVE AISLE
EX
I
S
T
I
N
G
D
R
I
V
E
A
I
S
L
E
C
-
C
-
0.5%
1.8%
MAX
1.8%
MAX
2.
4
%
2.
9
%
1.0%
(1
%
)
(1
%
)
(1.7%)
(1
.
4
%
)
(1.
8
%
)
R
I
D
G
E
EXISTING
BUILDING
(FF=86.57)
EXISTING
BUILDING
(FF=86.57)
32
31 3231
2.
5
%
(86.81TC)
(86.38FS-HP)(86.58TC)
(86.08FS)
(86.86TC)
(86.40FS)
MATCH
(85.68TC)
(85.29FS)
(85.73TC)
(85.12FS)
(84.80)
FS
(84.70)
FS
(90.62TW)
(84.92FS)
(90.62TW)
(84.92FS)
(91.19TW)
(85.69FS)
MATCH
(86.28TC)
85.88FS
MATCH
(86.71TC)
(86.27FS)MATCH
(86.72TC)
(86.29FS)
MATCH
(86.28)
FS-0"CF
MATCH
(86.42TC)
(85.96FS)
86.50TC
86.00FS
86.57FF
86.55FS
86.57FF
86.55FS
86.57FF
86.55FS
(85.78)
FS
86.15TC
85.65FS
86.41TC
85.91FS
86.20TC
85.70FS
18" CURB CUT
86.43TC
85.93FS
18" CURB CUT
86.57TC
86.07FS
MATCH
85.57TC
(85.07FS-FL)
86.66TC
86.16FS
18" CURB CUT
85.08TG
84.70INV
85.82TG
85.39INV
86.04
FL
MATCH
85.87TC
(85.37FS)
MATCH
(85.88TC)
(85.45FS)
MATCH
(86.05TC)
(85.57FS)
86.27TC
85.77FS
MATCH
(86.45TC)
(85.95FS)
(86.59TC)
(86.12FS)
MATCH
(85.74TC)
(85.41FS)
86.44TC
85.94FS
86.58
FS
86.78TC
86.28FS-HP
86.80TC
86.30FS-HP
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
WORK
LIMITS OF
CONSTRUCTION
86.48TC
85.98FS
CURB FACE OUTLET
85.80TC
85.32INV-OUT
(85.30FS)
86.51TC
86.01FS
18" CURB CUT 85.93
FL
EARTHEN
SWALE
86.53TC
86.03FS
MATCH
(86.34FG)
86.31TC
85.81FS
18" CURB CUT
86.44TC
85.94FS
18" CURB CUT
86.26
FS
(86.74TC)
(86.13FS)
86.44TC
85.94FS
86.50TC
86.00FS
86.24TC
85.74FS
86.61TC
86.11FS
86.16TC
85.66FS
86.30TC
85.80FS
86.28TC
85.78FS
(85.57)
FS
85.88TC
(85.38FL)
86.63TC
86.13FS
86.14TC
85.64FS
86.42TC
85.92FS
MATCH
(85.70FS)
MATCH
(85.59FL)
86.29TC
85.79FS
85.98TC
(85.48FS)
86.05TC
85.55FS
86.21TC
85.71FS
MATCH
(86.15TC)
(85.66FS)
85.78TC
(85.28FL)
85.86TC
85.36FS
MATCH
(85.81FS)
85.93TC
85.43FS
MATCH
(85.73FS)
MATCH
(85.89FS)
MATCH
(85.79FS)
MATCH
(85.98TC)
(85.62FS)
85.80TC
(85.30FS)
85.13TC
84.65 INV-OUT
84.63FL
85.72
FS
86.39TC
85.89FS
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
33
LIMITS OF
CONSTRUCTION
0.7%
86.69TC
86.19FS
86.38
FG
86.47TC
85.97FS 86.40
FG
86.53
FG
2.1%
0.
5
%
1.
8
%
MA
X
1.
8
%
MA
X
0.5
%
86.32TC
85.82FS
18" CURB CUT
0.8%
1.4%
0.
2
%
1.4%1.0%
1.
8
%
1.
8
%
1.
2
%
2.
2
%
RIDGE
(0.7%)(0.6%)(0.7%)
85.89TC
(85.39FL)
MATCH
(85.65FS)
1.
7
%
(1
.
6
%
)
86.18TC
85.68FS
(1
.
6
%
)
1.
7
%
86.31TC
85.81FS86.26TC
85.76FS
1.1%1.0%85.97
FL
85.91
FL
1.0%
0.5%
85.59
FL
1.2%
1.5%
(2.2%)MATCH
(85.27FL)
(2
.
6
%
)
1.4%
1.1%
0.5%
0.5%
1.0
%
86.63TC
86.13FS
86.75TC
86.25FS
R=28'
R=16'
0.7%
86.24
FS
86.36
FS
0.5%
1.0%
1.9%
0.5%
0.
5
%
0.
5
%
0.
5
%
0.
5
%
86.38TC
85.88FS
0.8%
0.
5
%
0
.
5
%
86.44TC
85.94FS
86.25TC
85.75FS
18" CURB CUT
1.7%
0.
2
%
R=18'
R=18'
86.68TC
86.18FS0.6
%
0.6
%
85.70TG
85.30INV
CURB FACE OUTLET
(85.65TC)
85.38INV-OUT
(85.36FS)
33
85.92
FL
86.38TC
85.88FS
18" CURB CUT
86.26TC
85.76FS
18" CURB CUT
0.
5
%
85.80
FL
86.33TC
85.83FS
(86.78TC)
(86.35FS)
2.
5
%
MATCH
(86.19FS)
MATCH
(86.39FS)
85.28
FS
85.28
FS
MATCH
(85.74TC)
(85.28FS)
MATCH
(85.28FS)
(85.19)
FS
(85.24)
FS
(85.72TC)
(85.25FS)
(85.72TC)
(85.37FS)
85.78
FS
85.84TC
85.34FS
85.87TC
85.37FS
7.
7
%
7.
2
%
MATCH
(85.27FS)
(85.13)
FS
86.50TC
86.00FS
(1
.
8
%
)
1.
8
%
MA
X
1.
8
%
MA
X
MATCH
(85.78FS)
85.74TC
85.28FS
MATCH
(85.86FS)
MATCH
(86.00FS)
MATCH
(85.57FS)
MATCH
(85.85FS)
85.76
FS
MATCH
(85.36FS)
(85.59TC)
(85.34FS)
0.6%
MATCH
(86.89TC)
(86.44FS)
MATCH
86.20TC
(85.70FS)
2.4
%
MATCH
(84.72FS)
0.
9
%
3
.
8
%
3
.
0
%
86.09
FL-HP
86.24TC
85.74FS
18" CURB CUT
EARTHEN
SWALE 85.39
FL
1.5
%
1.
8
%
MATCH
(86.25TC)
85.79FS
MATCH
(85.76FS)
MATCH
(85.78FS)
0.
6
%
MATCH
(85.39FS)
MATCH
(85.63FS)
86.13TC
85.63FS
86.28TC
85.78FS
MATCH
(85.47FS)
(1.
4
%
)
MATCH
(86.50FS)
MATCH
(86.48FS)
86.69TC
86.19FS
86.65TC
86.15FS
86.74TC
86.24FS
1
.
1
%
86.44TC
85.94FS
18" CURB CUT0.6%
(5.
1
%
)
(85.06)
FS
(85.36)
FS
(85.15)
FS
(85.52)
FS
(85.68)
FS
0.8%
86.47TC
85.97FS
86.54TC
86.04FS-HP
86.54TC
86.04FS-HP
1.0%
0.9
%
8
6
8
6
(1.3%)
(0.8%
)
(1.8%)
(2.5%)
(1.3%)
(1
.
3
%
)
MATCH
(85.78FS)
86.05
FS
86.05
FS
86.22TC
85.72FS
86.38TC
85.88FS
R=5'
R=5'R=5'R=5'
R=10'R=10'
0.5%0.5%
86.50TC
86.00FS
3.
2
%
MATCH
(84.98TC)
(84.65FS)
(84.50FL)1.0%
D
-
D
-
86.03
FL
32
31
33
6LF@1.0%
5LF@
1
.
4
%
8.
3
%
MATCH
(86.54FG)
86.18
FL
0.5%
1.0%
86.07
FL
CURB FACE OUTLET
86.42TC
89.94INV
85.92FS
85.38TG
85.00INV
1.0
%
MATCH
(86.53FS)
6L
F
@
1
.
0
%
31
33
32
86
84
86.80TC
86.30FS-HP 88
90
92
DRIVE THRU
1.2'
86.78TC
86.28FS-HP
15.0'12.2'
LANDSCAPE
88
90
86
84
92 ⅊
86.09
FL
86.57
FF
BL
D
G
.
86
84
86.58
FS
88
90
92
DRIVE THRU
8.0'
86.44TC
85.94FS
11.0'3.9'
SIDEWALK
86.29TC
85.79FS
88
90
86
84
92
EXISTING
ASPHALT LANDSCAPE
1.8%
1.4%
85.73
FL
(85.74TC)
(85.41FS)
86.57
FF
BL
D
G
.
88
90
86
84
92
DRIVE THRU ENTRANCE
12.0'
PROPOSED SIDEWALK
12.4'
LANDSCAPING
86.42TC
85.92FS
86.57FF
86.55FS
EXISTING
BUILDING
88
90
86
84
92
EXISTING
(86.78TC)
(86.35FS)
23.9'
EXISTING
DRIVE AISLE86.33TC
85.83FS1.7%
0.8%
86.39
FS
9.5'
PROPOSED LANDSCAPE
86
84
86.69TC
86.19FS 88
90
92
DRIVE THRU
8.4'
86.68TC
86.18FS
15.0'10.2'
LANDSCAPE
88
90
86
84
92 ⅊
86.03
FL
LANDSCAPE
2.9%
86.38
FG
86.57
FF
BL
D
G
.
86.19
FG 86.18
FL
1.0%
SCALE: 1"=5'
CROSS SECTION A
SCALE: 1"=5'
CROSS SECTION B
SCALE: 1"=5'
CROSS SECTION C
C-04
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD21 -6639
02/23/22
65513
AH AH AMATHE BENCHMARK FOR THIS SURVEY IS A COUNTY OF
RIVERSIDE VERTICAL CONTROL MONUMENT, BEING A
2.5" BRASS DISC IN CONCRETE CYLINDER STAMPED
"T-5-81" 5.7 MI. SE ON HWY. 79 FROM THE
INTERSECTION OF MAIN STREET AND FRONT STREET IN
TEMECULA, 41' N OF CENTERLINE HWY. 79, 2.4' S OG 6'
CHAINLINK FENCE AROUND WELL SITE 12' E OF FENCE
CORNER AND PP #1894599E. 35' SE OF PP # 1894598E.
ELEVATION : 1147.777' (NAVD 88')6
TRACT MAP 30890 PARCELS 1 & 2
PRECISE GRADING PLAN
LEGEND:
EXISTING CONCRETE
PROPOSED CONCRETE
PROPOSED LANDSCAPE
PROPOSED ASPHALT
PROPERTY LINE
FLOW LINE
CENTER LINE
LIMITS OF CONSTRUCTION
INSTALL NDS SPEE-D BASIN WITH 6" ROUND GRATE. SEE DETAIL 11, SHEET C-06.
INSTALL 3" SCH 40 PVC STORM DRAIN.
CONSTRUCT CURB OUTLET PER CITY OF TEMECULA STANDARD NO. 303
31
STORM DRAIN NOTES
32
33
4
NOTES
1.THERE ARE NO OFF-SITE IMPROVEMENTS OR STAGING AREAS. ALL WORK IS WITHIN
PRIVATE PROPERTY
2.RUNOFF FROM THE DRIVE-THRU AREA WILL FLOW INTO LANDSCAPE AREAS VIA CURB
CUTS. EXCESS RUNOFF WILL BE CONVEYED TO DRAIN INLETS VIA SWALES THAT WILL
EVENTUALLY DISCHARGE THROUGH THE CURB FACE ONTO EXISTING ON-SITE CURB AND
GUTTERS. THE PROJECT IS WITHIN A DEVELOPED SHOPPING CENTER WITH ESTABLISHED
ON-SITE STORM DRAIN SYSTEM. RUNOFF FROM PROJECT LIMITS WILL FLOW TO EXISTING
ON-SITE GUTTERS AS IT DOES CURRENTLY.
4 EA.
17 LF.
4 EA.
QTY.
1"=10'
N/A
SCALE: 1"=5'
CROSS SECTION D
2/25/22
3/2/2022
3/2/2022
C-05
0'
2
-
1
/
2
"
A.C./CONCRETE PAVING TRANSITION
3'-0" MIN.
#4 BARS CONT.
A.C. PAVING
CONC. PAVING
1' 0"
0'
6
"
0'
7
"
0'
6
"
1"
6 x 6 W2.9 x W2.9 WWF
TOOLED EDGE
ASPHALT
AREA
10
NOT TO SCALE
CONC.
APRON
8
MONOLITHIC CONCRETE
CURB AND CONCRETE PAVEMENT
EXISTING BASE
EXISTING ASPHALT
NEW ASPHALT
COLDMILL EX.
ASPHALT
2"
JOINT SEAL
TACK COAT
TO MATCH EXISTING
2'-0"
PRIME SEAL
NOTE TO CONTRACTOR:
IF DIFFERENCE BETWEEN PROPOSED SURFACE ELEVATION AND EXISTING SURFACE ELEVATION IS 2" OR LESS
THEN THIS DETAIL APPLIES OTHERWISE IF DIFFERENCE IN ELEVATION IS MORE THAN 2" THEN CONTRACTOR TO
REMOVE TOP 2" OF EXISTING ASPHALT, SCARIFY REMAINING ASPHALT LAYER AND APPLY NEW DEPTH ASPHALT.
ASPHALT PAVING JOINT 9
NOT TO SCALE
NOTES:
6"
3'
-
6
"
7'
-
0
"
5
NOT TO SCALE
ACCESSIBLE PARKING SIGN
STAINLESS STEEL FASTENER (TYP.)
WHITE LETTERS & SYMBOL ON BLUE
BACKGROUND
ADDITIONAL SIGN AT VAN ACCESSIBLE
PARKING SPACES ONLY
1 1/4" GALV. SCHD. 40 STL. PIPE W/CAP
6" CONCRETE BOLLARD
FINISH GRADE
1'-6" DIA. CONC. FOOTING
1.OFF-SITE SIGNAGE PER CALTRANS STD.
A90A.
2.PROVIDE SIGN AT EACH HANDICAPPED
ACCESSIBLE PARKING STALL.
CALTRANS SIGN R7-8b
CALTRANS SIGN R99B (CA)
CALTRANS SIGN R99 (CA)
SEE DETAIL 7, THIS SHEET
2'
O.C
.
3'
EQ.
9'
EQ.
MIN.
(TY
P
.
)
18
'
M
I
N
.
PARKING SIGNCURB
NOT TO SCALE
1
ACCESSIBLE PARKING SYMBOL
NOT TO SCALE
2
WHEEL STOP
NOT TO SCALE
7
3
NOT TO SCALE
PATH OF TRAVEL STRIPING
6"
9"
5"
2- #3 REBARS
TOP OF PAVEMENT
#5 REBAR W/ 2'-0" EMBED INTO PAVING
4'-0"
EPOXY TO A.C. PAVEMENT
PRECAST CONC. BUMPER
8' MIN. @ VAN STALL
NOTE:
ACCESSIBLE SPACES AND
AISLES SHALL BE LEVEL & ANY
SURFACE SLOPE SHALL NOT
EXCEED 2% IN ALL DIRECTIONS.
WHEEL STOP (TYP.) @
ACCESSIBLE SPACES SEE
DETAIL 3, THIS SHEET
SYMBOL (TYP.) @ ALL
ACCESSIBLE SPACES.
SEE DETAIL 2, THIS SHEET
4" WIDE
PAINTED BLUE
STRIPES; TWO
COATS
O.C
.
3'
4' 0"
(TY
P
.
)
MIN.
SEE PLAN
NOTE:
MAX. SLOPE IN DIRECTION
OF TRAVEL IS 5% WITHOUT
HANDRAILS CONSTRUCTED
OR IN PLACE.
4" WIDE
PAINTED WHITE
STRIPES; TWO
COATS
1:20 MAX SLOPE
2% MAX CROSS SLOPE
ACCESSIBLE PARKING 90° STALL
ACCESSIBLE
R=1 1/2"
2 1/4"
3/8"
5/8"
1"
1"
1/2"
10"
2 1/2"
1 1/2"
2 1/2"
3 3/4"
24
"
18"
UNAUTHORIZED PARKING SIGN
NOT TO SCALE
6
1'-6" DIA.
FINISH GRADE
1 1/4" GALV.
STL. PIPE W/CAP
6"
3'
-
6
"
7'
-
0
"
CONC. FOOTING
(Address)
UNAUTHORIZED VEHICLES
PARKED IN DESIGNATED
PLACARDS OR SPECIAL
LICENSE PLATES ISSUED
FOR PERSONS WITH
DISABILITIES WILL BE
TOWED AWAY
TOWED VEHICLES
MAY BE RECLAIMED AT
OR BY TELEPHONING
(Telephone Number)
ACCESSIBLE SPACES NOT
DISPLAYING DISTINGUISHING
AT THE OWNER'S EXPENSE
SCHD. 40
LETTERING ON SIGN
MUST BE A MINIMUM
OF 1" IN HEIGHT (TYP.)
APPROPRIATE INFO.
MUST BE INCLUDED
ON SIGN- 1" HIGH
DETECTABLE WARNING DETAIL
NOT TO SCALE
4
NOTES:
1.MANUFACTURED BY DETECTILE TEL: (312) 213-1507
2.SUBMIT TO OWNERS REPRESENTATIVE FOR APPROVAL
PRIOR TO INSTALLATION
3.TRUNCATED DOMES SHALL BE CAST IN PLACE
4.TRUNCATED DOME COLOR SHALL BE BROWN - COLOR
SHALL BE HOMOGENOUS THROUGHOUT WARNING
SURFACE.
5.WARNING SURFACE SHALL BE FULL WIDTH OF RAMP
AND 3 FOOT DEPTH
6.WARNING SURFACE NEAREST TO THE STREET SHALL BE
BETWEEN 6" AND 8" OF THE GUTTER FLOW LINE.
3
'
TRUNCATED DOMES
WIDTH OF
RAMP OR
LANDING
4' MIN.
WARNING AREA
6" SPEE-D CATCH BASIN 11
NOT TO SCALE
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD21 -6639
02/23/22
65513
AH AH AMATHE BENCHMARK FOR THIS SURVEY IS A COUNTY OF
RIVERSIDE VERTICAL CONTROL MONUMENT, BEING A
2.5" BRASS DISC IN CONCRETE CYLINDER STAMPED
"T-5-81" 5.7 MI. SE ON HWY. 79 FROM THE
INTERSECTION OF MAIN STREET AND FRONT STREET IN
TEMECULA, 41' N OF CENTERLINE HWY. 79, 2.4' S OG 6'
CHAINLINK FENCE AROUND WELL SITE 12' E OF FENCE
CORNER AND PP #1894599E. 35' SE OF PP # 1894598E.
ELEVATION : 1147.777' (NAVD 88')6
TRACT MAP 30890 PARCELS 1 & 2
PRECISE GRADING PLAN
5
N/A
N/A DETAIL SHEET
18" CURB CUT DETAIL 12
NOT TO SCALE
CONCRETE PAVEMENT DESIGN 13
NOT TO SCALE
2/25/22
3/2/2022
3/2/2022
N16°37'49"W 370.01'
EXISTING DRIVE AISLE
EX
I
S
T
I
N
G
D
R
I
V
E
A
I
S
L
E
EXISTING
BUILDING
(FF=86.57)
EXISTING
BUILDING
(FF=86.57)
41
42 42
41
WM-9
SANITARY
WASTE
MANAGEMENT
WM-5
SOLID
WASTE
MANAGEMENT
41
41
4141
41
41
41
42
41
41
41 41
41
41
41 41
41
41
SC-7 STREET
SWEEPING AND
VACUUMING
SC-7 STREET
SWEEPING AND
VACUUMING
SC-7 STREET
SWEEPING AND
VACUUMING
SC-D2
LANDSCAPE/OUTDOOR
PESTICIDE USE
SC-D2
LANDSCAPE/OUTDOOR
PESTICIDE USE
SC-D2
LANDSCAPE/OUTDOOR
PESTICIDE USE
SC-D2
LANDSCAPE/
OUTDOOR
PESTICIDE USE
SC-D2
LANDSCAPE/
OUTDOOR
PESTICIDE USE
SC-D2
LANDSCAPE/
OUTDOOR
PESTICIDE USE
SC-D2
LANDSCAPE/
OUTDOOR
PESTICIDE USE
SC-D2
LANDSCAPE/
OUTDOOR
PESTICIDE USE
SC-P PLAZAS,
SIDEWALKS,
PARKING LOTS
SC-P PLAZAS,
SIDEWALKS,
PARKING LOTS
SC-P PLAZAS,
SIDEWALKS,
PARKING LOTS
SC-P PLAZAS,
SIDEWALKS,
PARKING LOTS
SC-P PLAZAS,
SIDEWALKS,
PARKING LOTS
SC-P PLAZAS,
SIDEWALKS,
PARKING LOTS
SC-P PLAZAS,
SIDEWALKS,
PARKING LOTS
SC-B; SC-F; SC-G;
SC-N; SC-O;
INTERNAL SOURCE
CONTROL BMP'S
SC-B; SC-F; SC-G;
SC-N; SC-O;
INTERNAL SOURCE
CONTROL BMP'S
C-06
41
42
CONCRETE
LANDSCAPE
PROPOSED ASPHALT
3" COARSE AGGREGATE
CORRUGATED STEEL PANELS
PROPERTY LINE
GRAVEL BAGS
GRAVEL BAG DETAIL A
A SECTION A-A
A
D
D
GRAVEL CHECK DAM
SECTION D-D
B
GRAVEL BAGS, SEE DETAIL "A" THIS SHEET,
BMP SC-6 & SC-8
GRAVEL CHECK DAM. SEE DETAIL "B" THIS
SHEET
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD21 -6639
02/23/22
65513
AH AH AMATHE BENCHMARK FOR THIS SURVEY IS A COUNTY OF
RIVERSIDE VERTICAL CONTROL MONUMENT, BEING A
2.5" BRASS DISC IN CONCRETE CYLINDER STAMPED
"T-5-81" 5.7 MI. SE ON HWY. 79 FROM THE
INTERSECTION OF MAIN STREET AND FRONT STREET IN
TEMECULA, 41' N OF CENTERLINE HWY. 79, 2.4' S OG 6'
CHAINLINK FENCE AROUND WELL SITE 12' E OF FENCE
CORNER AND PP #1894599E. 35' SE OF PP # 1894598E.
ELEVATION : 1147.777' (NAVD 88')6
TRACT MAP 30890 PARCELS 1 & 2
PRECISE GRADING PLAN
6EROSION AND SETTLEMENT CONTROL PLAN
950 LF.
64 LF.
1"=10'
N/A
NOTE: ALL SEDIMENT AND DEBRIS MUST BE SWEPT AT THE END
OF THE DAY AND ALL IMPORT & EXPORT ACTIVITIES MUST STOP IF
SEDIMENT TRACKING EXCEEDS 25 FEET IN ANY DIRECTION FROM
THE PROJECT UNTIL SUCH TIME AS THE SEDIMENT IS SWEPT UP
TO THE SATISFACTION OF THE CITY ENGINEER
2/25/22
3/2/2022
3/2/2022