HomeMy WebLinkAboutBook 1 Page 97 Parcel 2 Amazon Precise Grading Plans Delta 15/22 LC SITE PLAN REVISIONS #1
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ADDITIONAL DETAIL
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10.16+/-AC
1
LD21-58791
1
AMAZON
27711 DIAZ ROAD
TEMECULA, CA 92590
ATTN: STEPHEN LARSON
808-478-0219
TENANT
1
5A 6A,
9A
10A
13A
15A
18A
1
1
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RAM 6/2/22
15. AC PLACEMENT. THE METHOD OF DEPOSITING, DISTRIBUTING (I.E., USING A SELF-PROPELLED SPREADING/FINISHING MACHINE) AND
ROLLING AC SHALL BE IN ACCORDANCE WITH THE GREENBOOK.
16. ACCEPTANCE OF PRODUCT. THE CONTRACTOR SHALL REPAIR ANY DEFECTIVE SURFACING DUE TO GRADE SETTLEMENT OF FILLS,
TRENCH FILLS OR BASE MATERIAL, AS REQUIRED BY THE CITY ENGINEER. NO PAVEMENT “BIRDBATHS” OR DEVIATIONS GREATER THAN 1/8
INCH IN SIX FEET (6’) SHALL BE ACCEPTED.
(PLANNING APPLICATION NO. PA21-0047)1
LD21-58791
5/22 LC ADDED PLANNING APPLICATION NO.1 RAM 6/2/22
*137,868
LD21-58791
*857
*2,360
*210
*121
*16,376
*169,687
*34,912
*1,109
*12,481
*13
*641
*7
*301
*1,059
*10
*2,372
*42
*2,372
*14
*1,210
*289
*1,054
*11
16 SHEET 12
2"
INSTALL SIDEWALK UNDER DRAIN PER CITY STD.
944 *4 EA25
5/22 LC NOTES AND QUANTITIES REVISION
ADDITIONAL CONDITIONS OF APPROVAL
1
1
1
1
1
1
1
1
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11.ARCHAEOLOGICAL/CULTURAL RESOURCES GRADING NOTE. THE FOLLOWING SHALL BE INCLUDED IN THE NOTES SECTION OF THE GRADING PLAN: “IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE,
ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE
PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE
DIRECTOR OF COMMUNITY DEVELOPMENT AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT
AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE
DISCOVERY IS NOT AN ARCHAEOLOGICAL/ CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION OF WORK.
UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY
TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE PLANNING DIRECTOR.”
12.DISCOVERY OF CULTURAL RESOURCES. THE FOLLOWING SHALL BE INCLUDED IN THE NOTES SECTION OF THE GRADING PLAN: “IF CULTURAL RESOURCES ARE DISCOVERED DURING THE PROJECT CONSTRUCTION
(INADVERTENT DISCOVERIES), ALL WORK IN THE AREA OF THE FIND SHALL CEASE, AND THE QUALIFIED ARCHAEOLOGIST AND THE PECHANGA MONITOR SHALL INVESTIGATE THE FIND, AND MAKE RECOMMENDATIONS
AS TO TREATMENT.”
13.ARCHAEOLOGICAL MONITORING NOTES. THE FOLLOWING SHALL BE INCLUDED IN THE NOTES SECTION OF THE GRADING PLAN: “A QUALIFIED ARCHAEOLOGICAL MONITOR WILL BE PRESENT AND WILL HAVE THE
AUTHORITY TO STOP AND REDIRECT GRADING ACTIVITIES, IN CONSULTATION WITH THE PECHANGA TRIBE AND THEIR DESIGNATED MONITORS, TO EVALUATE THE SIGNIFICANCE OF ANY ARCHAEOLOGICAL
RESOURCES DISCOVERED ON THE PROPERTY.”
14.TRIBAL MONITORING NOTES. THE FOLLOWING SHALL BE INCLUDED IN THE NOTES SECTION OF THE GRADING PLAN: “A PECHANGA TRIBAL MONITOR WILL BE PRESENT AND WILL HAVE THE AUTHORITY TO STOP AND
REDIRECT GRADING ACTIVITIES, IN CONSULTATION WITH THE PROJECT ARCHAEOLOGIST AND THEIR DESIGNATED MONITORS, TO EVALUATE THE SIGNIFICANCE OF ANY POTENTIAL RESOURCES DISCOVERED ON THE
PROPERTY."
15.RELINQUISHMENT OF CULTURAL RESOURCES. THE FOLLOWING SHALL BE INCLUDED IN THE NOTES SECTION OF THE GRADING PLAN: “THE LANDOWNER AGREES TO RELINQUISH OWNERSHIP OF ALL CULTURAL
RESOURCES, INCLUDING ALL ARCHAEOLOGICAL ARTIFACTS THAT ARE FOUND ON THE PROJECT AREA, TO THE PECHANGA TRIBE FOR PROPER TREATMENT AND DISPOSITION.”
16.PRESERVATION OF SACRED SITES. THE FOLLOWING SHALL BE INCLUDED IN THE NOTES SECTION OF THE GRADING PLAN: “ALL SACRED SITES ARE TO BE AVOIDED AND PRESERVED.”
17.MSHCP PRE_CONSTRUCTION SURVEY. A 30_DAY PRECONSTRUCTION SURVEY, IN ACCORDANCE WITH MSHCP GUIDELINES AND SURVEY PROTOCOL, SHALL BE CONDUCTED PRIOR TO GROUND DISTURBANCE. THE
RESULTS OF THE 30_DAY PRECONSTRUCTION SURVEY SHALL BE SUBMITTED TO THE PLANNING DIVISION PRIOR TO SCHEDULING THE PRE_GRADING MEETING WITH PUBLIC WORKS. IF CONSTRUCTION IS DELAYED OR
SUSPENDED FOR MORE THAN 30 DAYS AFTER THE SURVEY, THE AREA SHALL BE RESURVEYED.
18.BURROWING OWL GRADING NOTE. THE FOLLOWING SHALL BE INCLUDED IN THE NOTES SECTION OF THE GRADING PLAN: “NO GRUBBING/CLEARING OF THE SITE SHALL OCCUR PRIOR TO SCHEDULING THE
PRE_GRADING MEETING WITH PUBLIC WORKS. ALL PROJECT SITES CONTAINING SUITABLE HABITAT FOR BURROWING OWLS, WHETHER OWLS WERE FOUND OR NOT, REQUIRE A 30_DAY PRECONSTRUCTION SURVEY
THAT SHALL BE CONDUCTED WITHIN 30 DAYS PRIOR TO GROUND DISTURBANCE TO AVOID DIRECT TAKE OF BURROWING OWLS. IF THE RESULTS OF THE SURVEY INDICATE THAT NO BURROWING OWLS ARE PRESENT
ON_SITE, THEN THE PROJECT MAY MOVE FORWARD WITH GRADING, UPON PLANNING DIVISION APPROVAL. IF BURROWING OWLS ARE FOUND TO BE PRESENT OR NESTING ON_SITE DURING THE PRECONSTRUCTION
SURVEY, THEN THE FOLLOWING RECOMMENDATIONS MUST BE ADHERED TO: EXCLUSION AND RELOCATION ACTIVITIES MAY NOT OCCUR DURING THE BREEDING SEASON, WHICH IS DEFINED AS MARCH 1 THROUGH
AUGUST 31, WITH THE FOLLOWING EXCEPTION: FROM MARCH 1 THROUGH MARCH 15 AND FROM AUGUST 1 THROUGH AUGUST 31 EXCLUSION AND RELOCATION ACTIVITIES MAY TAKE PLACE IF IT IS PROVEN TO THE
CITY AND APPROPRIATE REGULATORY AGENCIES (IF ANY) THAT EGG LAYING OR CHICK REARING IS NOT TAKING PLACE. THIS DETERMINATION MUST BE MADE BY A QUALIFIED BIOLOGIST.” IF CONSTRUCTION IS
DELAYED OR SUSPENDED FOR MORE THAN 30 DAYS AFTER THE SURVEY, THE AREA SHALL BE RESURVEYED.
19.ROUGH GRADING PLANS. A COPY OF THE ROUGH GRADING PLANS SHALL BE SUBMITTED AND APPROVED BY THE PLANNING DIVISION.
20.ARCHAEOLOGIST RETAINED. PRIOR TO BEGINNING PROJECT CONSTRUCTION, THE PROJECT APPLICANT SHALL RETAIN A RIVERSIDE COUNTY QUALIFIED/CITY OF TEMECULA APPROVED ARCHAEOLOGICAL MONITOR
TO MONITOR ALL GROUND_DISTURBING ACTIVITIES IN AN EFFORT TO IDENTIFY ANY UNKNOWN ARCHAEOLOGICAL RESOURCES. ANY NEWLY DISCOVERED CULTURAL RESOURCE DEPOSITS SHALL BE SUBJECT TO A
CULTURAL RESOURCES EVALUATION (SEE PL_4). THE ARCHAEOLOGICAL MONITOR'S AUTHORITY TO STOP AND REDIRECT GRADING WILL BE EXERCISED IN CONSULTATION WITH THE PECHANGA TRIBE IN ORDER TO
EVALUATE THE SIGNIFICANCE OF ANY POTENTIAL RESOURCES DISCOVERED ON THE PROPERTY. PECHANGA AND ARCHAEOLOGICAL MONITORS SHALL BE ALLOWED TO MONITOR ALL GRADING, EXCAVATION AND
GROUNDBREAKING ACTIVITIES, AND SHALL ALSO HAVE THE LIMITED AUTHORITY TO STOP AND REDIRECT GRADING ACTIVITIES SHOULD AN INADVERTENT CULTURAL RESOURCE BE IDENTIFIED. THE ARCHAEOLOGIST
SHALL PROVIDE A FINAL MONITORING REPORT AT THE END OF ALL EARTHMOVING ACTIVITIES TO THE CITY OF TEMECULA, THE PECHANGA TRIBE AND THE EASTERN INFORMATION CENTER AT UC, RIVERSIDE.
21.HUMAN REMAINS. IF HUMAN REMAINS ARE ENCOUNTERED, CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5 STATES THAT NO FURTHER DISTURBANCE SHALL OCCUR UNTIL THE RIVERSIDE COUNTY CORONER
HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN. FURTHER, PURSUANT TO CALIFORNIA PUBLIC RESOURCES CODE SECTION 5097.98(B) REMAINS SHALL BE LEFT IN PLACE AND FREE FROM DISTURBANCE UNTIL A
FINAL DECISION AS TO THE TREATMENT AND DISPOSITION HAS BEEN MADE. IF THE RIVERSIDE COUNTY CORONER DETERMINES THE REMAINS TO BE NATIVE AMERICAN, THE NATIVE AMERICAN HERITAGE
COMMISSION MUST BE CONTACTED WITHIN 24 HOURS. THE NATIVE AMERICAN HERITAGE COMMISSION MUST THEN IMMEDIATELY IDENTIFY THE “MOST LIKELY DESCENDANT(S)” OF RECEIVING NOTIFICATION OF THE
DISCOVERY. THE MOST LIKELY DESCENDANT(S) SHALL THEN MAKE RECOMMENDATIONS WITHIN 48 HOURS, AND ENGAGE IN CONSULTATIONS CONCERNING THE TREATMENT OF THE REMAINS AS PROVIDED IN PUBLIC
RESOURCES CODE 5097.98 AND THE TREATMENT AGREEMENT DESCRIBED IN THESE CONDITIONS.
GRADING CONDITIONS: (PLANNING APPLICATION NO. PA22-0091)
RAM 6/2/22
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LD21-58791
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137,8681
5/22 LC CLEAR AND GRUB LIMIT AND QUANTITY
REVISIONS
1 RAM 6/2/22
SHEET SUPERCEDED BY SHEET 5A
5/22 LC THIS SHEET SUPERCEDED BY SHEET 5A RAM 6/2/22
T
S
D
S
D
S
D
S
D
S
D
S
D
SD
(1015)
(1015)
(1015)
(1016
)
(1016)
(1017)
(1017)
(101
8
)
(
1
0
1
8
)
(1016)
(1016)
(1016)
(101
6
)
(10
1
5
)
(
1
0
1
5
)
(1
0
1
5
)
(101
5
)
(1015)
(101
5
)
(
1
0
1
6
)
(1
0
1
6
)
(1016)
(101
6
)
(
1
0
1
6
)
(1016)
(
1
0
1
5
)
(1
0
1
5
)
(1
0
1
4
)
(1
0
1
5
)
(
1
0
1
5
)
(1
0
1
4
)
(1
0
1
4
)
(1010)
(1010)
(1015)
(
1
0
1
5
)
(
1
0
1
0
)
(
1
0
1
0
)
(
1
0
1
5
)
(1016)
EXISTING
BUILDING
(FF: 1017.47±)
D
I
A
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R
O
A
D
(R
O
W
:
5
0
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D
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A
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R
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A
D
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O
W
:
5
0
'
)
1
0
1
5
10
1
5
10
1
6
1016
1017
101
5
101
6
1
0
1
5
1
0
1
6
1015
1016
10
1
5
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0
1
4
10
1
6
10
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5
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0
1
5
10
1
5
1015
1014
10
1
5
1015
1015
101210131014
10161017
1016
1017
10
1
5
10
1
4
1
0
1
6
1015
1014
1016
10
1
5
10
1
4
10
1
6
10
1
5
10
1
4
10
1
6
1016
10
1
6
1.8%
2
.
4
%
1.
7
%
3.2%
1
.
6
%
2.
1
%
1.
9
%
2.
8
%
2.2
%
3.0
%
1
.
5
%
1.
8
%
1016
1017
EXISTING
BUILDING
(FF: 1016.64±)
40.00'
DRAINAGE EASEMENT
PER BOOK 1, PAGE 9
OF PARCEL MAPS DATED 09/03/1969
20
.
0
0
'
10.00' X 8.
0
0
'
UTILITY
EASEME
N
T
PER INST
R
U
M
E
N
T
NO. 11943
DATED 0
2
/
0
5
/
1
9
7
1
20
.
0
0
'
20
.
0
0
'
40.00'
RECIPROCAL EASEMENT
PER INSTRUMENT
NO. 2002-574021 DATED 10/15/200210.00' PUE
PER INSTRUMENT NO. 12041
DATED 02/05/1971
10.00' PUE
PER INSTRUMENT NO. 12041 DATED 02-05-1971
1.0
%
1.7
%
0
.
7
%
N46°59'11"E 920.64'
N4
3
°
0
0
'
4
9
"
W
46
3
.
0
8
'
N46°59'11"E 990.68'
N3
4
°
2
2
'
3
9
"
W
4
2
0
.
9
3
'
∆=0°40'15"
R=4050.00'
L=47.42'
CHB=S34°42'46"E
CHD=47.42'
50.00' RO
A
D
EASEME
N
T
PARCEL
M
A
P
1
/
9
7
DATED 08
/
2
8
/
1
9
6
9
1.9%
1.9%
1.8%
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD20 - 4009
19
R E G I S T E R E D P R O F E S S I O N A L E N G
I N E
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C I V I LS T A T E O F C A L I F O R N I A
May 17, 2022
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SCALE: 1" =
20 40 80
40'
SEE SHEET 8A
5A
5A
SEE SHEET 6A SEE SHEET 7A
SEE SHEET 9A
OVERALL GRADING PLAN
5/22 LC THIS SHEET SUPERCEDS SHEET 5
LD21 - 58
1
05-17-22
RAM 6/2/22 6/2/2022
06/06/2022
SHEET SUPERCEDED BY SHEET 6A
5/22 LC THIS SHEET SUPERCEDED BY SHEET 6A RAM 6/2/22
S
D
S
D
EXISTING
BUILDING
(FF: 1017.47±)
(1016)
(101
6
)
2.
8
%
1.
7
%
1.8%
10
1
7
.
1
3
T
C
10
1
6
.
6
3
F
S
1017.22 TC
1016.72 FS
0'' CURB
1017.35 FS
1.8%
1017.47
FS
1017.47
FS
1017.47
FS
1017.47
FS
1017.13 TC
1016.63 FS
1016.05
FS-GB
1016.25
FS-GB
1017.46
FS
1016.22
FS-GB
1015.42 TC
1014.92 FL
4.
9
%
1016.29 TC
1015.79 FL-HP
1016.19 TC
1015.69 FL
1016.19 TC
1015.69 FL
0.5%
2.
0
%
2.
0
%
(1016
)
(1017)
1017.26
FS
1017.23
FS
0.5%0.5%0.5%
1.8%
(1015.48)
FG
(1015.67)
FG(1015.90)
FG
1.8%
311014.94 RIM
1007.80 INV
10
1
6
.
7
9
R
I
M
10
0
6
.
3
5
I
N
V
31
24
.
0
0
'
40.00'
DRAINAGE EASEMENT
PER BOOK 1, PAGE 9
OF PARCEL MAPS DATED 09/03/1969
1015.27 TC
1014.77 FL
(1015.63)
FG
PA
10
1
5
.
2
9
T
C
10
1
4
.
7
9
F
L
-
H
P
PA
1014.66 TC
1014.16 FL-LP
4.3%
0.
5
%
(1017.47±)
DOOR
1017.13 TC
1016.63 FS
1016.80 TG
±(1011.7) 4" INV
1006.80 18" INV
30
±(1011.30)
4" INV
12
12
12
2
1
6
34
LINE OF CANOPY
ABOVE
REFER TO ARCHITECTURAL DRAWINGS FOR
STRIPING LAYOUT
QUEUE AND LOADING UNLOADING ZONE
TYP.
34
A
B
EXISTING HYDRANT
TO BE SALVAGED
AND RELOCATED
PER SEPARATE PLAN
F21-0576
6
NEW DROP INLET WITH SOLID RIM. PROVIDE
CONNECT TO EXISTING 4" STORM DRAIN
LATERAL TO ACT AS SECONDARY
OVERFLOW OF DRAINAGE SYSTEM.
C
NEW HYDRANT
PER SEPARATE PLAN
F21-0576
(1013.88)
FG
(1014.12)
FG
(1013.08)
FG
(1013.67)
FG
10 BIOFILTRATION BASIN
FG: 1013.26
(1013.44)
FG
TOP OF SLOPE
TOE OF
SLOPE
BI
O
F
I
L
T
R
A
T
I
O
N
SU
B
D
R
A
I
N
TY
P
.
(1015.14)
FG
(1015.64)
FG
0.5%
0.
5
%
0.5
%
10 BIOFILTRATION BASIN
FG: 1013.26
1010.34
SUB INV HP
1
11
(1017.47±)
DOOR
24.00'
20
4.3%
(
1
0
1
5
)
(1010)
(1010)
(1015)
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1017
101
5
101
6
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5
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1
4
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5
)
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1
5
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1
6
UU
38
1016.81 TC
1016.31 FS
1016.67 TC
1016.17 FS
1016.57 TC
1016.07 FS
1016.63 TC
1016.13 FS
1016.92 TC
1016.42 FS
1017.42 TC
1016.92 FS
1014.90 TC
1014.40 FL
1016.48 TC
1015.98 FS
1015.97 TC
1015.47 FS
1015.95 TC
1015.45 FS
1016.43 TC
1015.93 FS
1016.28 TC
1015.78 FS
1017.17 TC
1016.67 FS
1015.15 TC
1014.65 FL-LP
1014.77 TC
1014.27 FL-LP
1015.78 TC
1015.28 FL-HP
0.
5
%
1015.10 TC
1014.60 FL-HP
1015.19 TC
1014.69 FS
1015.43 TC
1014.93 FS
1015.28 TC
1014.78 FL
1015.36 TC
1014.86 FS
1015.86 TC
1015.36 FS
1015.61 TC
1015.11 FS
1014.95 TC
1014.45 FL
1014.90 TC
1014.40 FL
1014.88
FG
1015.19
FG
1015.27
FG
3:1
3:1
3:1
8
1
0.
5
%
1.8%
1.8%
1.8%
1.8%
1.8%
1015.40 TC
1014.90 FS
10
1
5
.
5
5
FS
-
G
B
10
1
5
.
5
5
FS
-
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B
1.8%
1
1.9%
1016.27
FG
1016.60
FG
1016.94
FG
2
17
2
20
20
TOP OF
SLOPEPAPA
30.00'
R48
.
0
0
'
48' FIRE
TRUCK
TURNAROUND
25
25
1016
9.
4
2
'
16
16
4
1017.51 TC
1017.01 FS
100-YEAR WATER
SURFACE
ELEVATION, TYP
100-YEAR WATER
SURFACE
ELEVATION, TYP
1.7
%
1.6%
0.
5
%
0.
5
%
10
1
6
.
0
4
T
C
10
1
5
.
5
4
F
S
1015.99 TC
1015.49 FS
1015.39 TC
1014.89 FS
10
1
5
.
3
3
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C
10
1
4
.
8
3
F
S
0.
5
%
10
1
5
.
5
5
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-
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10
1
5
.
0
2
T
C
10
1
4
.
5
2
F
L
10
1
5
.
0
2
T
C
10
1
4
.
5
2
F
L
10
1
5
.
0
8
LI
P
10
1
5
.
8
5
LI
P
10
1
5
.
8
5
LI
P
0.1%0.1%
∆=89°57'37"
R=8.00'
L=12.56'
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD20 - 4009
19
R E G I S T E R E D P R O F E S S I O N A L E N G
I N E
E
R
C I V I LS T A T E O F C A L I F O R N I A
Mar 11, 2022
NR 72588
LUC A S A . CO
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MATCHLINE SEE SHEET 8A
MA
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E
S
E
E
S
H
E
E
T
7A
6A
6
0
SCALE: 1" =
10 20 40
20'
LEGEND:
PROPERTY LINE
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
PROPOSED CURB
PROPOSED STORM DRAIN
PROPOSED SITE LIGHTING
PRECISE GRADING PLAN
LIMIT OF WORK / LIMIT OF GRADING
NOTES:
1.LIGHT POLES IN BIORETENTION AREAS REQUIRE DEEPENED
FOUNDATIONS. SEE STRUCTURAL PLANS.
2.CONTRACTOR SHALL PREVENT HEAVY EQUIPMENT FROM
ENTERING BIOFILTRATION BASINS.
STORM DRAIN PIPE LIST
#SIZE (IN)SLOPE (%)LENGTH (FT.)
18 0.5%171.3
18 0.5%193.5
18 0.5%83.2
8 0.5%211.1
A
B
C
UU
GRADING NOTES
INSTALL NEW 6" CURB AND GUTTER TYPE A-6 PER CITY STD. 200
INSTALL NEW 6" CURB TYPE D-6 PER CITY STD. 204A
INSTALL NEW 0" CURB TYPE D PER CITY STD. 204B
TRANSITION FROM 6" CURB TO 0" CURB
INSTALL NEW SIDEWALK PER CITY STD. 401. WIDTH PER PLAN.
INSTALL NEW ASPHALT PAVING PER DETAIL 2 SHEET 11
INSTALL NEW CONCRETE PAVING PER DETAIL 3 SHEET 11
INSTALL NEW VALLEY GUTTER PER DETAIL 1 SHEET 11
INSTALL CURB WITH DEEPENED FOOTING AND CURB CUTS PER CITY
STANDARDS 947
CONSTRUCT NEW BIOFILTRATION AREA. SEE DETAILS SHEET 15
INSTALL CURB CUT PER CITY STD. 942
INSTALL CURB AND GUTTER WITH DEEPENED FOOTING PER CITY
STANDARDS 947
INSTALL NEW CURB RAMP PER DETAIL 4 SHEET 11.
CONSTRUCT 2' WIDE BIOFILTRATION AREA SIMILAR TO CITY STD. 916
WITH 18" DEEP AMENDED SOIL MEDIA, 3" DEEP CLEAN AND WASHED
ASTM C33 CHOKER SAND, 3" DEEP ASTM NO. 8 STONE & MINIMUM 14"
DEEP CLASS II PERMEABLE AB PER CALTRANS SPECIFICATION 68-1.025.
ALL SUBSURFACE MATERIAL TO BE SEPARATED FROM UNDERLYING
NATIVE SOIL BY 30 MIL THICK IMPERMEABLE LINER. SEE TYPICAL ROW
BIOFILTRATION PLANTER DETAIL SHEET 15.
INSTALL CURB AND GUTTER WITH DEEPENED FOOTING PER CITY
STANDARD 200. GUTTER WIDTH TO MATCH EXISTING (18" WIDE).
INSTALL NEW GRAVITY WALL PER CITY STD. 948
INSTALL NEW RETAINING CURB PER DETAIL 5 SHEET 11
DECORATIVE STAMPED ASPHALT OVERLAID ON TOP OF PROPOSED
HEAVY DUTY PAVING AT CROSSWALKS AND ENTRIES PER LANDSCAPE
PLANS
INSTALL 4" WIDE CURB CUTS FOR SIDEWALK DRAINAGE AT 5' ON CENTER.
INSTALL SPLASH PAD PER CITY STD. 946
INSTALL CURB CUT WITH FLUME PER CITY STD. 943
CONSTRUCT 30' WIDE COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 207A.
P=12.0', R=16.0'
INSTALL MINIMUM 2" ASPHALT OVERLAY. SEE CITY PAVING NOTES ON SHEET 2
INSTALL MINIMUM 2' WIDE FULL DEPTH AC PAVING FOR NEW CURBS AND
GUTTER ADJACENT TO EXISTING PAVING. SEE CITY PAVING NOTES ON SHEET
2
INSTALL SIDEWALK UNDER DRAIN PER CITY STD. 944
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
STORM DRAINAGE NOTES
INSTALL JENSEN PRECAST 2'X2' DROP INLET OR APPROVED EQUAL. IN
BIORETENTION AREAS INLET TO ACT AS OVERFLOW DEVICE. PROVIDE
TRAFFIC RATED GRATE FOR INLETS IN VEHICULAR AREAS
INSTALL NEW STORM DRAIN MANHOLE PER RIVERSIDE COUNTY FLOOD
CONTROL STANDARD MH251
INSTALL NEW PUMP SYSTEM AND HOUSING PER DETAIL 7 SHEET 11.
INSTALL NEW 8" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW 18" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW 24" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW 6" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW TRAFFIC RATED TRENCH DRAIN. NDS DURA SLOPE OR
APPROVED EQUAL.
INSTALL 8" DIAMETER PVC PERFORATED PVC UNDER DRAIN IN
BIOFILTRATION AREA. SLOPE AT 0.5% MIN. INVERT AND LENGTH PER
PLAN. CONNECT TO SOLID STORM DRAIN PIPE.
INSTALL 2" SCH 40 PVC PUMP DISCHARGE PIPES FROM PUMP VAULT.
CONNECT TO AT-GRADE STORM OUTLET STRUCTURE.
CONSTRUCT AT-GRADE STORM OUTLET STRUCTURE PER DETAIL 16
SHEET 12
30
31
32
33
34
35
36
37
38
40
41
5/22 LC THIS SHEET SUPERCEDS SHEET 6
LD21 - 58
1
R E G I S T E R E D P R O F E S S I O N A L E N G
I N E
E
R
C I V I LS T A T E O F C A L I F O R N I A
May 17, 2022
NR 72588
LUC A S A . CO
R
S
B
I
E
05-17-22
RAM 6/2/22 6/2/2022
06/06/2022
SHEET SUPERCEDED BY SHEET 7A
5/22 LC THIS SHEET SUPERCEDED BY SHEET 7A RAM 6/2/22
S
D
S
D
SD
M
EXISTING
BUILDING
(FF: 1017.47±)
1016
1017
D
I
A
Z
R
O
A
D
(R
O
W
:
5
0
'
)
(1016)
(
1
0
1
5
)
(1
0
1
4
)
(1
0
1
4
)
(1010)
(1010)
(1015)
1
.
6
%
2
.
0
%
3.
1
%
1.8
%
1.
9
%
0.5%
1.0%
3.5%
0.6%
1.
0
%
0.5%
1.
5
%
1
.
9
%
1.
9
%
1.8
%
1.
8
%
EXISTING
BUILDING
(FF: 1016.64±)
3.7%
1.5%
0.
5
%
2.4%
RID
G
E
L
I
N
E
(1014.27)
FG
(1014.17)
FG
(1014.52)
FG
(1013.98)
FG
(1014.50)
FG
BIOFILT
R
A
T
I
O
N
B
A
S
I
N
F
G
:
1
0
1
3
.
0
9
PA
PA
PA
PA
1013.59 TG
1009.87 INV
2.6%
0.
5
%
10
1
3
.
0
9
I
N
V
1013.09
INV
TYP.
ADA PARKING WITH
WHEELSTOPS AND
SIGNAGE SEE DETAILS
10-14 SHEET 12
1.
1
%
EA
R
T
H
E
N
SW
A
L
E
TY
P
.
1.
6
%
1.
2
%
1.
9
%
0.5%
(1013.23)
FG
0.5%
PA
PA
1.
8
%
±(1007.44)
4" INV
MA
X
.
1.7%
3.9%
RI
D
G
E
L
I
N
E
4.8%
1.
9
%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
1005.30
INV
(1014.14)
FG
(1
0
1
4
)
(1012.67)FL
(1012.97)FL
1013.90TC
1013.48TC
(1013.40±)FL
(1009.3±)TW
(1005.5±)FL
BIOFILTRATION
BASIN
FG: 1013.09
(0
.
3
%
)
1013.59
T
G
1009.95
I
N
V
10
1
0
.
1
7
S
U
B
IN
V
H
P
1010.17
S
U
B
INV HP
1004.30
INV
1002.65
INV
MAINTAINED
BY PROPERTY
OWNER
(1013.55±)TC
1013.23TC
(1013.15±)FL
ME
(1014.28±)TC
(1013.78±)FL
JOIN EXISTING
1008.86
SUB INV LP
33
.
3
%
33
.
3
%
33.3%33.3%
1.8%
4.
7
%
0.8%
0.5
%
1.
6
%
0.
5
%
TYP.
4.
2
9
'
24
.
0
0
'
24
.
0
0
'
24.00'
24
.
7
0
'
4.
0
0
'
50.00' RO
A
D
EASEME
N
T
PARCEL
M
A
P
1
/
9
7
DATED 08
/
2
8
/
1
9
6
9
24
.
0
0
'
15.70'
1016.64
FS
0'' CURB
1017.46 FS
1014.70 TC
1014.20 FS
1014.68 TC
1014.18 FL
1014.59 TC
1014.09 FL-LP
1016.04
FS-GB
1017.39 TC
1016.89 FS
0'' CURB
1017.34 FS
10
1
6
.
3
6
T
C
10
1
5
.
8
6
F
L
1017.46
FS
1016.64
FS
1016.64
FS
1014.59 TC
1014.09 FL-LP
1014.86 TC
1014.36 FS
1014.68 TC
1014.18 FL
1014.82 TC
1014.32 FL-HP
10
1
5
.
4
7
T
C
10
1
4
.
9
7
F
L
1016.16 TC
1015.66 FL
0'' CURB
1016.39 FS
0'' CURB
1016.40 FS
1014.89 TC
1014.39 FS-GB
1016.64
FS
1016.47 TC
1015.97 FS
1016.11 TC
1015.61 FS
1016.40 TC
1015.90 FS
10
1
4
.
7
3
T
C
10
1
4
.
2
3
F
L
10
1
4
.
6
7
T
C
10
1
4
.
1
7
F
L
1017.18
FS
1017.32
FS
10
1
4
.
9
6
T
C
10
1
4
.
4
6
F
S
10
1
5
.
4
5
T
C
10
1
4
.
9
5
F
S
10
1
4
.
4
8
FS
-
G
B
1014.44
FS-GB
1015.98 TC
1015.48 FS
10
1
5
.
4
8
T
C
10
1
4
.
9
8
F
S
10
1
5
.
4
0
T
C
10
1
4
.
9
0
F
S
1015.41 TC
1014.91 FS
1016.05 TC
1015.55 FS
1015.69 TC
1015.19 FS
1015.24 TC
1014.74 FS
1015.37 TC
1014.87 FS
1015.49 TC
1014.99 FS
1016.64
DOOR
1014.56 RIM
±(1007.54) 4" INV
1005.00 18" INV
1014.97 RIM
1001.87 INV
1016.64
1017.46
DOOR
1016.64
DOOR
1016.51
FS
1016.55
FS
1016.50
FS
1016.64
DOOR
1016.64
DOOR
1016.51
FG
1017.11
FG
1015.76 TC
1015.26 FS
1014.59 TC
1014.09 FL-LP
1014.82 TC
1014.32 FL-HP
1015.68 TC
1015.18 FS
1014.59 TC
1014.09 FL-LP
10
1
4
.
7
6
T
C
10
1
4
.
2
6
F
L
1014.90
FG
1016.06 TC
1015.56 FS
1016.03 TC
1015.53 FS
1015.47 TC
1014.97 FS 1015.46 TC
1014.96 FS
1014.94 TC
1014.44 FS 1014.59 TC
1014.09 FL-LP
1014.59 TC
1014.09 FL-LP
0'' CURB
1014.14 FS
1014.73 TC
1014.23 FS
1015.50 TC
1015.00 FS
1016.56 TC
1016.06 FS
1014.81 TC
1014.31 FS
1015.40 TC
1014.90 FS
1015.40 TC
1014.90 FS
1016.09 TC
1015.59 FS
1016.11 TC
1015.61 FS
1014.59 TC
1014.09 FL-LP
10
1
5
.
4
0
T
C
10
1
4
.
9
0
F
S
1015.37 TC
1014.87 FL-HP
1014.94
FG
1014.59
FG
1015.42 TC
1014.92 FL
1015.10 TC
1014.60 FS-GB
1015.45
FG
10
1
4
.
6
2
T
C
10
1
4
.
1
2
F
S
-
L
P
1014.77
FG
0'' CURB
1016.40 FS
0'' CURB
1016.40 FS-GB
10
1
4
.
6
6
T
C
10
1
4
.
1
6
F
L
1014.59 TC
1014.09 FL-LP
1014.59 TC
1014.09 FL-LP
1014.66 TC
1014.16 FL
1014.61 TC
1014.11 FL
1014.66 TC
1014.16 FL
1014.59 TC
1014.09 FL-LP
1014.66 TC
1014.16 FL
1015.34 TC
1014.84 FL
1014.64 TC
1014.14 FL-LP
0'' CURB
1014.02 FS
1017.43
FS
1016.64
FS
1017.15
FS
1016.64
FS
1016.57
FS
1016.57
FS
4
21
6
1
17
6
8
12
2 2
3
10
12
2
10
8
17
17
12
2
2
2
2
10
34
3535
33
34
33
REMODELED PORTION OF
EXISTING STRUCTURE.
SEE ARCHITECTURE
DRAWINGS
D
F
G
33
I
5EXISTING PIV
17
22
13
13
2121
21
20
17
12
17 17
5
H 18
ADJUST TO GRADE
RELOCATE BEHIND
SIDEWALK
1014.09 TG
1008.70 INV
17
3
3
12
2
12
2E
20
20
20
20
20
20
20
20 20
20
20
SEE SHEET 10
FOR MORE
INORMATION
SEE SHE
E
T
1
0
FOR MOR
E
INFORMA
T
I
O
N
100-YEAR WATER
SURFACE
ELEVATION, TYP
(2) 24"Ø EXISTING
CORRUGATED
METAL PIPES
10
20
11
19
K L
3333
UTILITY CROSSING
(1005.6±) INV EX 8"SS
1003.0 INV 18"SD
KK
M
N
O
Q
R
T
38
1
0
1
5
1
0
1
6
1015
1016
10
1
5
10
1
5
1
0
1
5
1
0
1
6
10
1
7
1016.48
FG
1016.87
FG
1014.89 TC
1014.39 FS
1015.00 TC
1014.50 FS
1015.63 TC
1015.13 FS
1015.51 TC
1015.01 FS
1015.51 TC
1015.01 FS
1015.65 TC
1015.15 FS
1016.00 TC
1015.50 FS
31
30
311111
12
11
11
30
21
11
11
11
11
30
11
1015.64 TC
1015.14 FS
1016.01 TC
1015.51 FS
1015.34 TC
1014.84 FS
1016.02
FS
1017.02 TC
1016.52 FS
1015.32 TC
1014.82 FS
10
1
5
.
2
1
T
C
10
1
4
.
7
1
F
S
1015.75 TC
1015.25 FS
1015.77 TC
1015.27 FS
1015.78 TC
1015.28 FS
1015.78 TC
1015.28 FS
1015.78 TC
1015.28 FS
1015.77 TC
1015.27 FS
1015.77 TC
1015.27 FS
1015.78 TC
1015.28 FS
1016.46
FS
10
1
5
.
0
7
T
C
10
1
4
.
5
7
F
S
10
1
5
.
1
1
T
C
10
1
4
.
6
1
F
S
10
1
5
.
2
1
T
C
10
1
4
.
7
1
F
S
10
1
5
.
2
5
T
C
10
1
4
.
7
5
F
S
10
1
5
.
3
4
T
C
10
1
4
.
8
4
F
S
10
1
5
.
3
8
T
C
10
1
4
.
8
8
F
S
0'' CURB
1015.76 FS
0'' CURB
1015.70 FS
0'' CURB
1014.64 FS
0'' CURB
1014.66 FS
1016.54
FS
1016.59
FS 1016.22 TC
1015.72 FS
18
1016.18 TC
1015.68 FS
1014.37
FL-HP
1014.38
FL-HP
10
1
3
.
0
9
FL
-
L
P
1015.51 TC
1015.01 FS
1015.60 TC
1015.10 FS
1016.15 TC
1016.29 TC
1015.79 FS
1016.24 TC
1015.74 FS
10
1
5
.
4
7
T
C
10
1
4
.
9
7
F
S
1016.64
FS
UNAUTHORIZED
VEHICLE SIGNAGE.
SEE DETAIL 15
PAGE 12
1010.17
SUB
INV HP
1010.17
SUB INV
HP
10
1
0
.
1
7
SU
B
I
N
V
H
P
1010.17
SUB INV
H
P
40.00'
DRAINAGE EASEMENT
PER BOOK 1, PAGE 9
OF PARCEL MAPS DATED 09/03/1969
12
PROPOSED FIRE
WATER LINE,
TYP
4.
5
%
9.
4
2
'
SEE PUMP
OVERFLOW DETAIL
HEREON
0'' CURB
1016.06 FS
1015.84 TC
1015.34 FL
∆=90°02'23"
R=8.00'
L=12.57'
0.
5
%
10
1
3
.
9
6
FL
-
G
B
8
1014.71 TC
1014.21 FL
SD
B-B
7A
TW 1013.65
TW/FG ±1013.00
BW/FS 1011.50
32
(1
0
1
1
.
5
0
)
FS
(1013.85)
FS-GB
±1
0
1
4
.
0
0
FS
101
3101
2
(1
0
1
1
.
3
8
)
FS
-
F
L
(1
0
1
4
.
0
3
)
FS
RIM: 1011.50
2" INV OUT: 1011.20
24" INV IN: 1001.50
SUMP: 996.0
2" PUMP DISCHARGE
LINE AND OUTFALL.
INV 1011.44
SEE DETAIL 16
SHEET 12
24" SD
PL
R/
W
DR
A
I
N
A
G
E
EA
S
E
M
E
N
T
(1010)
(1006)
(10
0
6
)
(1007)
(1008)
(1009)
(1011)
(1012)
(1013)
(1014)
RE
S
U
R
F
A
C
E
E
X
I
S
T
I
N
G
CO
N
C
R
E
T
E
S
L
O
P
E
PR
O
T
E
C
T
I
O
N
T
O
T
H
E
AP
P
R
O
X
I
M
A
T
E
L
I
M
I
T
S
SH
O
W
N
.
M
A
T
C
H
EX
I
S
T
I
N
G
S
E
C
T
I
O
N
4041
A-A
7A
AP
P
R
O
X
I
M
A
T
E
LO
C
A
T
I
O
N
O
F
PU
M
P
C
O
N
T
R
O
L
PA
N
E
L
REESTABLISH
SLOPE
TW 1014.24
TW/FG ±1014.12
BW/FS 1011.59
TW 1014.12
TW/FG ±1014.00
BW/FS 1011.58
TW
1
0
1
3
.
8
8
TW
/
F
G
±
1
0
1
3
.
7
6
BW
/
F
S
1
0
1
1
.
5
0
TW 1013.65
TW/FG ±1013.65
BW/FS 1011.44
TW 1013.88
TW/FG ±1013.76
BW/FS 1011.76
TW 1011.85
TW/FG ±1011.85
BW/FS 1011.85
995
1000
1005
1010
1015
995
1000
1005
1010
1015
PR
O
P
O
S
E
D
SI
D
E
W
A
L
K
FS
:
±
1
0
1
4
APPROXIMATE
EXISTING GRADE
JOIN TO EXISTING
SLOPE PROTECTION
PUMP STATION
BEYOND
RECONSTRUCT SLOPE PROTECTION
MATCH EXISTING SECTION.
995
1000
1005
1010
1015
995
1000
1005
1010
1015
SUMP: 996.0
24" INV
IN: 1001.5OP
E
N
G
R
A
T
E
D
RI
M
:
1
0
1
1
.
5
PROPOSED
GRADE
REESTABLISH
SLOPE
APPROXIMATE
EXISTING GRADE
6" THICK CONCRETE CHANNEL
WITH NO. 4 REINFORCEMENT
24" OC EW
PUMP
DISCHARGE
LINE
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD20 - 4009
19
R E G I S T E R E D P R O F E S S I O N A L E N G
I N E
E
R
C I V I LS T A T E O F C A L I F O R N I A
May 17, 2022
NR 72588
LUC A S A . CO
R
S
B
I
E
LD21 - 58791
7A
MATCHLINE SEE SHEET 9A
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
6A
7A
7
25.00'
PRECISE GRADING PLAN
LEGEND:
PROPERTY LINE
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
PROPOSED CURB
PROPOSED STORM DRAIN
PROPOSED SITE LIGHTING
LIMIT OF WORK / LIMIT OF GRADING
NOTES:
1.LIGHT POLES IN BIORETENTION AREAS REQUIRE DEEPENED
FOUNDATIONS. SEE STRUCTURAL PLANS.
2.CONTRACTOR SHALL PREVENT HEAVY EQUIPMENT FROM
ENTERING BIOFILTRATION BASINS.
GRADING NOTES
INSTALL NEW 6" CURB AND GUTTER TYPE A-6 PER CITY STD. 200
INSTALL NEW 6" CURB TYPE D-6 PER CITY STD. 204A
INSTALL NEW 0" CURB TYPE D PER CITY STD. 204B
TRANSITION FROM 6" CURB TO 0" CURB
INSTALL NEW SIDEWALK PER CITY STD. 401. WIDTH PER PLAN.
INSTALL NEW ASPHALT PAVING PER DETAIL 2 SHEET 11
INSTALL NEW CONCRETE PAVING PER DETAIL 3 SHEET 11
INSTALL NEW VALLEY GUTTER PER DETAIL 1 SHEET 11
INSTALL CURB WITH DEEPENED FOOTING AND CURB CUTS PER CITY
STANDARDS 947
CONSTRUCT NEW BIOFILTRATION AREA. SEE DETAILS SHEET 15
INSTALL CURB CUT PER CITY STD. 942
INSTALL CURB AND GUTTER WITH DEEPENED FOOTING PER CITY
STANDARDS 947
INSTALL NEW CURB RAMP PER DETAIL 4 SHEET 11.
CONSTRUCT 2' WIDE BIOFILTRATION AREA SIMILAR TO CITY STD. 916
WITH 18" DEEP AMENDED SOIL MEDIA, 3" DEEP CLEAN AND WASHED
ASTM C33 CHOKER SAND, 3" DEEP ASTM NO. 8 STONE & MINIMUM 14"
DEEP CLASS II PERMEABLE AB PER CALTRANS SPECIFICATION 68-1.025.
ALL SUBSURFACE MATERIAL TO BE SEPARATED FROM UNDERLYING
NATIVE SOIL BY 30 MIL THICK IMPERMEABLE LINER. SEE TYPICAL ROW
BIOFILTRATION PLANTER DETAIL SHEET 15.
INSTALL CURB AND GUTTER WITH DEEPENED FOOTING PER CITY
STANDARD 200. GUTTER WIDTH TO MATCH EXISTING (18" WIDE).
INSTALL NEW GRAVITY WALL PER CITY STD. 948
INSTALL NEW RETAINING CURB PER DETAIL 5 SHEET 11
DECORATIVE STAMPED ASPHALT OVERLAID ON TOP OF PROPOSED
HEAVY DUTY PAVING AT CROSSWALKS AND ENTRIES PER LANDSCAPE
PLANS
INSTALL 4" WIDE CURB CUTS FOR SIDEWALK DRAINAGE AT 5' ON CENTER.
INSTALL SPLASH PAD PER CITY STD. 946
INSTALL CURB CUT WITH FLUME PER CITY STD. 943
CONSTRUCT 30' WIDE COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 207A.
P=12.0', R=16.0'
INSTALL MINIMUM 2" ASPHALT OVERLAY. SEE CITY PAVING NOTES ON SHEET 2
INSTALL MINIMUM 2' WIDE FULL DEPTH AC PAVING FOR NEW CURBS AND
GUTTER ADJACENT TO EXISTING PAVING. SEE CITY PAVING NOTES ON SHEET
2
INSTALL SIDEWALK UNDER DRAIN PER CITY STD. 944
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
STORM DRAINAGE NOTES
INSTALL JENSEN PRECAST 2'X2' DROP INLET OR APPROVED EQUAL. IN
BIORETENTION AREAS INLET TO ACT AS OVERFLOW DEVICE. PROVIDE
TRAFFIC RATED GRATE FOR INLETS IN VEHICULAR AREAS
INSTALL NEW STORM DRAIN MANHOLE PER RIVERSIDE COUNTY FLOOD
CONTROL STANDARD MH251
INSTALL NEW PUMP SYSTEM AND HOUSING PER DETAIL 7 SHEET 11.
INSTALL NEW 8" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW 18" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW 24" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW 6" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW TRAFFIC RATED TRENCH DRAIN. NDS DURA SLOPE OR
APPROVED EQUAL.
INSTALL 8" DIAMETER PVC PERFORATED PVC UNDER DRAIN IN
BIOFILTRATION AREA. SLOPE AT 0.5% MIN. INVERT AND LENGTH PER
PLAN. CONNECT TO SOLID STORM DRAIN PIPE.
INSTALL 2" SCH 40 PVC PUMP DISCHARGE PIPES FROM PUMP VAULT.
CONNECT TO AT-GRADE STORM OUTLET STRUCTURE.
CONSTRUCT AT-GRADE STORM OUTLET STRUCTURE PER DETAIL 16
SHEET 12
30
31
32
33
34
35
36
37
38
40
41
0
SCALE: 1" =
10 20 40
20'
STORM DRAIN PIPE LIST
#SIZE (IN)SLOPE (%)LENGTH (FT.)
18 0.5%206.5
18 0.5%54.6
24 1.3%241.2
24 1.0%37.7
8 12.5%54.8
8 0%29.7
8 0.5%28.3
D
E
F
G
H
I
J
STORM DRAIN PIPE LIST
#SIZE (IN)SLOPE (%)LENGTH (FT.)
8 23.3%24.3
8 24.5%28.3
8 0.5%43.6
8 0.6%37.5
8 0.5%60.3
8 0.5%58.4
8 17.3%8.5
8 5.3%27.7
18 0.6%188.3
K
L
M
N
O
Q
R
T
KK
PUMP OVERFLOW DETAIL
SCALE: 1" = '10
SECTION A-A PUMP OVERFLOW DETAIL
SCALE: 1" = '10
SECTION B-B PUMP OVERFLOW DETAIL
SCALE: 1" = '10
5/22 LC THIS SHEET SUPERCEDS SHEET 7
LD21 - 58
1
05-17-22
RAM 6/2/22 6/2/2022
06/06/2022
SHEET SUPERCEDED BY SHEET 8A
5/22 LC THIS SHEET SUPERCEDED BY SHEET 8A RAM 6/2/22
S
D
N46° 59' 11.41"E
920.640'
(1
0
1
5
)
(1016)
(1016)
(1016)
(1016)
(1016)
(
1
0
1
0
)
(
1
0
1
0
)
(
1
0
1
5
)
(1015)
(1016)
(1017)
EXISTING
BUILDING
(FF: 1017.47±)
1.8%
10
1
7
.
1
2
T
C
10
1
6
.
6
2
F
S
10
1
7
.
1
2
T
C
10
1
6
.
6
2
F
S
1017.47
FS
1017.47
FS
0'' CURB
1016.35 FS
0'' CURB
1016.26 FS
1016.79 TC
1016.29 FS
1016.96 TC
1016.46 FS
0'
'
C
U
R
B
(1
0
1
7
.
5
2
F
S
)
1015.74 TC
1015.24 FS
1015.28 FL-TG
1013.85 INV
1.8%
1.8%
2.1
%
(1015.10)
FG
(1015.36)
FG
(1015.81)
FG (1015.93)
FG
(1015.98)
FG
31
36
1015.68 RIM
1008.70 INV
5.
0
0
'
10
.
0
0
'
P
U
E
PE
R
I
N
S
T
R
U
M
E
N
T
N
O
.
1
2
0
4
1
DA
T
E
D
0
2
/
0
5
/
1
9
7
1
10.00' PUE
PER INSTRUMENT NO. 12041
DATED 02/05/1971
40
.
0
0
'
RE
C
I
P
R
O
C
A
L
E
A
S
E
M
E
N
T
PE
R
I
N
S
T
R
U
M
E
N
T
N
O
.
2
0
0
2
-
5
7
4
0
2
1
DA
T
E
D
1
0
/
1
5
/
2
0
0
2
2.
1
%
1.
2
%
1015.70
FL-HP
0.5%
1015.37
FS-GB 1015.17
FS-GB
1015.37
FS-GB
0.5%
10
1
3
.
4
6
R
I
M
10
1
2
.
2
4
I
N
V
(1017.45)
FG
(1017.41)
FG
3.
0
%
3.
5
%
1015.55
FL-HP
0.5%
(1015.06±)
DOOR
0.5%
1015.71
FS-GB
1015.46
FS-GB
(1
0
1
7
.
4
3
±
)
FS
(1017.52)
FG
(1013.47±)
FS(1017.50±)
DOOR
(1015.96±)
FS
(1
0
1
7
.
4
2
±
)
FS
1011.95
INV
(1015.85±)
FS
(1015.99±)
FS
(1017.42±)
DOOR
(1013.47±)
FS
41
.
1
5
'
24.00'
1.8%
0.
5
%
1014.64 TC
1014.14 FL-GB
(1017.47±)
DOOR
1013.78
FS-GB
1013.78
FS-GB
3.
5
%
3.
4
%
10
'
1013.78
FS-GB
3.
5
%
3.
5
%
10
'
3.
4
%
3.
1
%
1017.08
FS-GB
1017.08
FS-GB
3.
4
%
3.
5
%
10
'
3.
3
%
3.
5
%
10
1
7
.
1
2
T
C
10
1
6
.
6
2
F
S
1014.10 TC
1013.60 FL-LP
PA
PA
10
1
4
.
9
2
T
C
10
1
4
.
4
2
F
L
-
L
P
21
21
PA
0.5%
30.00'
1015.01 TG
1012.02 INV
(1013.47±)
FS
10
1
3
.
4
6
R
I
M
10
1
2
.
3
2
I
N
V
3.3%
30
6
2
16
10
2
13
33
33
5
7
2
U
X
Y
Z
36
37
EXISTING PIV
EXISTING PIV
EXISTING HYDRANT
EXISTING FIREWATER
LINE, TYP
6
V
10
1
3
.
7
6
T
G
10
0
9
.
2
5
I
N
V
W
37
36
3
3
7
1.0%
2.
0
%
2.4%(1013.23)
FG
BIOFILTRATION BASIN
FG: 1013.26
(1012.85)
FG
(1013.82)
FG
(1013.28)
FG
(1013.16)
FG
30
10
1
5
.
0
2
T
C
10
1
4
.
5
2
F
L
-
L
P
21
10
1
5
.
2
9
T
C
10
1
4
.
7
9
F
L
-
H
P
0.
5
%
TOP OF SLOPE
BI
O
F
I
L
T
R
A
T
I
O
N
SU
B
D
R
A
I
N
TY
P
.
(1014.77)
FG
20
20
20
4.3%
(
1
0
1
5
)
1
0
1
5
10
1
4
10
1
4
10
1
6
10
1
5
1
0
1
4
10
1
6
1016
1017
10
1
5
1
0
1
6
1015
1014
1016
10
1
5
10
1
4
10
1
6
1015
1014
1016
1017
1016
1017
(
1
0
1
5
)
(1
0
1
8
)
(
1
0
1
8
)
1013
1014
10
1
5
10
1
6
38
AA
TOE OF SLOPE
1015.39 TC
1014.89 FL
1016.19 TC
1015.69 FS
1016.28 TC
1015.78 FS
1016.48 TC
1015.98 FS 1016.00 TC
1015.50 FS
1016.03 TC
1015.53 FS
1016.54 TC
1016.04 FS
1016.68 TC
1016.18 FS
1016.62 TC
1016.12 FS
1016.72 TC
1016.22 FS
1016.92 TC
1016.42 FS
1016.56 TC
1016.06 FS
1014.27 FL-LP
1014.77 TC
1014.27 FL-LP
1014.84 TC
1014.34 FS
1015.39 TC
1014.89 FS
PA
PA
PA
1014.95 TC
1014.45 FL
1015.01 TC
1014.51 FL
1015.75 TC
1015.25 FS
1014.65 TC
1014.15 FS
1014.65 TC
1014.15 FS
1015.86 TC
1015.36 FS
1014.55 TC
1014.05 FL
1015.44 TC
1014.94 FS
13
13
13
1015.20 TC
1014.70 FL-LP
1015.15 TC
1014.65 FL-HP
1015.25 TC
1014.75 FS
1014.88
FG
1015.24
FG
1015.32
FG
3:1
3:1
3:1
3:
1
10
1
5
.
5
5
FS
-
G
B
10
1
5
.
5
5
FS
-
G
B
(1014.56)
FG
10
1
5
.
4
9
FS
-
G
B
1.3%1.2%
1.8%
1016.58
FS-GB
1.6%
1.
9
%
1.8%
1.8%
1.8%
PA
PA
0.5%
3.
2
%
1 1
2
2
2
1.3%
1015
10 BIOFILTRATION BASIN
FG: 1013.00
1010.08
SUB INV HP
WW
1010.08
SUB INV HP
1013.50 TG
1009.75 INV
30
0'
'
C
U
R
B
10
1
4
.
6
2
F
L
-
H
P
0.
5
%
20
30
.
0
0
'
2
33
PAPA
5
5
VV
XX
4.5'4.5'
25
25
8
20
16
16
100-YEAR WATER
SURFACE
ELEVATION, TYP
100-YEAR WATER
SURFACE
ELEVATION, TYP
2.0%
1015.16 TC
1014.66 FL
1015.67 TC
1015.17 FS
∆=89°55'48"
R=10.00'
L=15.70'
1016.32
FS-GB
1016.58
FS-GB
1016.50 TC
1016.00 FS
1016.04 TC
1015.54 FS
1016.26
FS-GB
1016.67
FS-GB
1016.67
FS-GB
0'' CURB
1015.72 FS
0'' CURB
1015.63 FS-GB
1.
8
%
3.
2
%
0'' CURB
1015.27 FS
0'' CURB
1015.18 FS-GB
1015.70
FS-GB
1015.70
FS-GB
0.
5
%
10
1
5
.
4
0
FS
-
G
B
1.8%
10
1
5
.
4
0
FS
-
G
B
1015.49
FS-GB 1015.12
FS-GB
1015.12
FS-GB
0'
'
C
U
R
B
10
1
4
.
6
0
F
L
1.8%
1.8%
0.
5
%
0.
5
%
0.
5
%
1016.10 TC
1015.60 FS
1016.04 TC
1015.54 FS
1015.48 TC
1014.98 FS
1015.46 TC
1014.96 FS
2.7%
10
1
5
.
5
5
FS
-
G
B
1016.84
FS-GB
10
1
4
.
6
5
FG
10
1
3
.
2
6
I
N
V
DY
L
T
10
1
0
.
3
4
SU
B
I
N
V
H
P
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD20 - 4009
19
R E G I S T E R E D P R O F E S S I O N A L E N G
I N E
E
R
C I V I LS T A T E O F C A L I F O R N I A
Mar 11, 2022
NR 72588
LUC A S A . CO
R
S
B
I
E
LD21 - 58791
8A
MATCHLINE SEE SHEET 6A
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
9
8A
8PRECISE GRADING PLAN
LEGEND:
PROPERTY LINE
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
PROPOSED CURB
PROPOSED STORM DRAIN
PROPOSED SITE LIGHTING
LIMIT OF WORK / LIMIT OF GRADING
NOTES:
1.LIGHT POLES IN BIORETENTION AREAS REQUIRE DEEPENED
FOUNDATIONS. SEE STRUCTURAL PLANS.
2.CONTRACTOR SHALL PREVENT HEAVY EQUIPMENT FROM
ENTERING BIOFILTRATION BASINS.
STORM DRAIN PIPE LIST
#SIZE (IN)SLOPE (%)LENGTH (FT.)
8 0.5%112.1
8 1.3%42.7
6 0.5%59.1
6 0.5%57.3
8 0.5%11.9
8 0.5%167.9
8 0.8%131.9
8 0.5%202.8
8 0.5%58.7
8 1.7%19.9
U
V
W
X
Y
Z
AA
VV
WW
XX
GRADING NOTES
INSTALL NEW 6" CURB AND GUTTER TYPE A-6 PER CITY STD. 200
INSTALL NEW 6" CURB TYPE D-6 PER CITY STD. 204A
INSTALL NEW 0" CURB TYPE D PER CITY STD. 204B
TRANSITION FROM 6" CURB TO 0" CURB
INSTALL NEW SIDEWALK PER CITY STD. 401. WIDTH PER PLAN.
INSTALL NEW ASPHALT PAVING PER DETAIL 2 SHEET 11
INSTALL NEW CONCRETE PAVING PER DETAIL 3 SHEET 11
INSTALL NEW VALLEY GUTTER PER DETAIL 1 SHEET 11
INSTALL CURB WITH DEEPENED FOOTING AND CURB CUTS PER CITY
STANDARDS 947
CONSTRUCT NEW BIOFILTRATION AREA. SEE DETAILS SHEET 15
INSTALL CURB CUT PER CITY STD. 942
INSTALL CURB AND GUTTER WITH DEEPENED FOOTING PER CITY
STANDARDS 947
INSTALL NEW CURB RAMP PER DETAIL 4 SHEET 11.
CONSTRUCT 2' WIDE BIOFILTRATION AREA SIMILAR TO CITY STD. 916
WITH 18" DEEP AMENDED SOIL MEDIA, 3" DEEP CLEAN AND WASHED
ASTM C33 CHOKER SAND, 3" DEEP ASTM NO. 8 STONE & MINIMUM 14"
DEEP CLASS II PERMEABLE AB PER CALTRANS SPECIFICATION 68-1.025.
ALL SUBSURFACE MATERIAL TO BE SEPARATED FROM UNDERLYING
NATIVE SOIL BY 30 MIL THICK IMPERMEABLE LINER. SEE TYPICAL ROW
BIOFILTRATION PLANTER DETAIL SHEET 15.
INSTALL CURB AND GUTTER WITH DEEPENED FOOTING PER CITY
STANDARD 200. GUTTER WIDTH TO MATCH EXISTING (18" WIDE).
INSTALL NEW GRAVITY WALL PER CITY STD. 948
INSTALL NEW RETAINING CURB PER DETAIL 5 SHEET 11
DECORATIVE STAMPED ASPHALT OVERLAID ON TOP OF PROPOSED
HEAVY DUTY PAVING AT CROSSWALKS AND ENTRIES PER LANDSCAPE
PLANS
INSTALL 4" WIDE CURB CUTS FOR SIDEWALK DRAINAGE AT 5' ON CENTER.
INSTALL SPLASH PAD PER CITY STD. 946
INSTALL CURB CUT WITH FLUME PER CITY STD. 943
CONSTRUCT 30' WIDE COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 207A.
P=12.0', R=16.0'
INSTALL MINIMUM 2" ASPHALT OVERLAY. SEE CITY PAVING NOTES ON SHEET 2
INSTALL MINIMUM 2' WIDE FULL DEPTH AC PAVING FOR NEW CURBS AND
GUTTER ADJACENT TO EXISTING PAVING. SEE CITY PAVING NOTES ON SHEET
2
INSTALL SIDEWALK UNDER DRAIN PER CITY STD. 944
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
STORM DRAINAGE NOTES
INSTALL JENSEN PRECAST 2'X2' DROP INLET OR APPROVED EQUAL. IN
BIORETENTION AREAS INLET TO ACT AS OVERFLOW DEVICE. PROVIDE
TRAFFIC RATED GRATE FOR INLETS IN VEHICULAR AREAS
INSTALL NEW STORM DRAIN MANHOLE PER RIVERSIDE COUNTY FLOOD
CONTROL STANDARD MH251
INSTALL NEW PUMP SYSTEM AND HOUSING PER DETAIL 7 SHEET 11.
INSTALL NEW 8" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW 18" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW 24" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW 6" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW TRAFFIC RATED TRENCH DRAIN. NDS DURA SLOPE OR
APPROVED EQUAL.
INSTALL 8" DIAMETER PVC PERFORATED PVC UNDER DRAIN IN
BIOFILTRATION AREA. SLOPE AT 0.5% MIN. INVERT AND LENGTH PER
PLAN. CONNECT TO SOLID STORM DRAIN PIPE.
INSTALL 2" SCH 40 PVC PUMP DISCHARGE PIPES FROM PUMP VAULT.
CONNECT TO AT-GRADE STORM OUTLET STRUCTURE.
CONSTRUCT AT-GRADE STORM OUTLET STRUCTURE PER DETAIL 16
SHEET 12
30
31
32
33
34
35
36
37
38
40
41
0
SCALE: 1" =
10 20 40
20'
5/22 LC THIS SHEET SUPERCEDS SHEET 8
LD21 - 58
1
A
R E G I S T E R E D P R O F E S S I O N A L E N G
I N E
E
R
C I V I LS T A T E O F C A L I F O R N I A
May 17, 2022
NR 72588
LUC A S A . CO
R
S
B
I
E
05-17-22
RAM 6/2/22 6/2/2022
06/06/2022
SHEET SUPERCEDED BY SHEET 9A
5/22 LC THIS SHEET SUPERCEDED BY SHEET 9A RAM 6/2/22
S
D
T
EXISTING
BUILDING
(FF: 1017.47±)
(1015.94)
FG
1015.40
FS-GB
1011.10
INV
(1
0
1
3
.
4
7
±
)
FS 10
1
3
.
5
0
R
I
M
10
1
2
.
2
4
I
N
V
10
'
3.
3
%
3.
5
%
BB
CC
36
(1016)
(1017)
D
I
A
Z
R
O
A
D
(R
O
W
:
5
0
'
)
(1015)
(1016)
(1017)
1
.
5
%
1.
9
%
EXISTING
BUILDING
(FF: 1016.64±)
FG
(1015.94)
FG
1.
1
%
(1015.55)
FG
2.7%
1.5%
1
.
9
%
3:
1
0.5%
0.5%
0.5%3.0%
PA
PA PA
PA
1013
.
6
2
T
G
1010
.
0
5
I
N
V
1010.80
INV DYLT
BIOFILTRATION BASIN
FG: 1010.80 BIOF
I
L
T
R
A
T
I
O
N
B
A
S
I
N
FG:
1
0
1
3
.
1
2
3:
1
3:1
3:1
(1017.06)
FG(1016.50)
FG
1011.80 TG
1007.62 INV
1.
4
%
1.
8
%
1.
8
%
1.6%
0.0%
1.
5
%
0.5%
1.
4
%
1.
2
%
TO
P
O
F
S
L
O
P
E
TY
P
.
1.
5
%
0.
0
%
TYP.
2.
1
%
PA
3.
5
%
3.
1
%
BIOFILTRATION BASIN
FG: 1014.17
1.8%
4.5%
1
.
5
%
1.
8
%
1014.54
INV
1011.25
SUB INV HP
1007.88
SUB INV HP
1011.25
SUB INV HP
1007.06
INV
(0
.
4
%
)
0.
6
%
0.9%
0.3%
31.3%
33
.
3
%
1014.40
INV
1014.17
INV DYLT
6.6%
32.3%
3
3
.
8
%
TYP.
TYP.
5.00'
6.18'
25.00'
24
.
0
0
'
24
.
0
0
'
10.00' X 8.
0
0
'
UTILITY
EASEME
N
T
PER INST
R
U
M
E
N
T
NO. 11943
DATED 02
/
0
5
/
1
9
7
1
10
.
0
0
'
P
U
E
PE
R
I
N
S
T
R
U
M
E
N
T
N
O
.
1
2
0
4
1
DA
T
E
D
0
2
/
0
5
/
1
9
7
1
40
.
0
0
'
RE
C
I
P
R
O
C
A
L
E
A
S
E
M
E
N
T
PE
R
I
N
S
T
R
U
M
E
N
T
N
O
.
2
0
0
2
-
5
7
4
0
2
1
DA
T
E
D
1
0
/
1
5
/
2
0
0
2
50.00' RO
A
D
EASEME
N
T
PARCEL
M
A
P
1
/
9
7
DATED 08
/
2
8
/
1
9
6
9
5.50'
24.00'
1014.95
FL-HP
1016.46 TC
1015.96 FS
1016.00 TC
1015.50 FS
1016.04 TC
1015.54 FS
1015.74 TC
1015.24 FS
1015.67 TC
1015.17 FS
1016.04 TC
1015.54 FS
1015.67 TC
1015.17 FS
1016.42 TC
1015.92 FS
1015.47 TC
1014.97 FS
1014.53 TC
1014.03 FS
1014.39 TC
1013.89 FS
10
1
5
.
4
1
T
C
10
1
4
.
9
1
F
S
1015.43 TC
1014.93 FS
1015.12 TC
1014.62 FS
1015.34 TC
1014.84 FS
1015.12 TC
1014.62 FS
1014.12 TC
1013.62 FL
10
1
4
.
1
3
T
C
10
1
3
.
6
3
F
L
1015.02 TC
1014.52 FS
1015.30 TC
1014.80 FS
1014.97 TC
1014.47 FS
1014.73 TC
1014.23 FS
1014.99 TC
1014.49 FS
1015.02 TC
1014.52 FS
1016.01 TC
1015.51 FL-HP
0'' CURB
1015.31 FS 0'' CURB
1015.29 FS
1015.59 TC
1015.09 FL
1014.84 TC
1014.34 FL
1014.63 TC
1014.13 FL-LP
1015.38 TC
1014.88 FS
1016.03 TC
1015.53 FS
1016.04 TC
1015.54 FS
1014.60 TC
1014.10 FL
1016.64
FS
1016.64
FS
1016.64
FS
1017.46
FG
1016.54
FS
1015.35
FS-GB
1016.25
FS
1015.27
FS-GB
(1
0
1
3
.
4
7
±
)
FS
1014.97
FL-LP
1016.56 FS
1017.43
FG
1016.64
DOOR
(1016.64±)
DOOR
(1016.64±)
DOOR
1016.55
FS
1015.56
FS-GB
1015.65
FS-GB
1014.98 TC
1014.48 FS
1016.04 TC
1015.54 FS
1014.99 TC
1014.49 FS
1014.99 TC
1014.49 FS
1015.41 TC
1014.91 FS
1015.41 TC
1014.91 FS
1015.83 TC
1015.33 FS
1015.83 TC
1015.33 FS
1015.69 TC
1015.19 FS
0'' CURB
1015.27 FS
0'' CURB
1015.27 FS
1014.94 TC
1014.44 FS
1014.95 TC
1014.45 FS
1015.45 TC
1014.95 FS
1015.45 TC
1014.95 FS
1015.68 TC
1015.18 FL
1015.76 TC
1015.26 FL
1014.60
FG
1015.02
FG
1014.62
FG
1015.37
1015.17 TC
1014.67 FL
1013.80 RIM
1006.39 INV
1014.67 TG
1010.99 INV
8
2
1
5
12
2
1
8
6
7
34
12
10
33
2
2
2
2
2
12
17
17
33
REMODELED PORTION OF
EXISTING STRUCTURE.
SEE ARCHITECTURE
DRAWINGS
DD
JJ
II
PROPOSED
FIREWATER LINE,
TYP.
EX
I
S
T
I
N
G
D
C
D
A
PI
V
A
N
D
F
D
C
13
2
17
17
17
1
18
FF
EE
33 GG
3
3
1
8
20
20
20
20
20
SEE SHEET 10
FOR MORE
INFORMATION
SEE SHEET 10
FOR MORE
INFORMATION
33HH33
38
LL
NN
MM
OO
PP
38
QQ
RR
38
10
1
5
1014
1014
101
5
1015
1015
1012
1013
1014
1
0
1
5
10
1
5
1015
1012
1013
1014
101
6
30
11
30
11
30
3
3
3
31
20
20
1016.18 TC
1015.68 FS
1014.83
FG
1014.06 TC
1013.56 FL-LP
11
1015.39 TC
1014.89 FS
1015.74 TC
1015.24 FS
1015.96 TC
1015.46 FS
1016.55
FS
1016.55
FS
1016.53
FS
1016.15
FS
1016.15
FS
1016.54
FS
1016.23
FS
1016.28
FS 1016.15
FS
1016.07 FS
1016.21
FS
1015.76 TC
1015.26 FS
1015.09 TC
1014.59 FL
1015.82 TC
1015.32 FS
1015.79 TC
1015.29 FS
1015.79 TC
1015.29 FS
1014.61 TC
1014.11 FL
1015.17 TC
1014.67 FS
1015.16 TC
1014.66 FS
1015.13 TC
1014.63 FS
1015.18 TC
1014.68 FS
1014.78 TC
1014.28 FS
1014.82 TC
1014.32 FS
1014.60 TC
1014.10 FS
1014.64 TC
1014.14 FS
1015.17 TC
1014.67 FL-HP
1014.69 TC
1014.19 FS
1014.65 TC
1014.15 FS
1015.26 TC
1014.76 FS
1014.84 TC
1014.34 FS
1015.25 TC
1014.75 FS
1014.66 TC
1014.16 FS
5
1016.15 TC
1015.65 FS
1016.11 TC
1015.61 FS
1015.14 TC
1014.64 FS
1015.18 TC
1014.68 FS
10
1
5
.
3
2
T
C
10
1
4
.
8
2
F
S
1015.36 TC
1014.86 FS
10
1
4
.
1
1
T
C
10
1
3
.
6
1
F
L
10
1
4
.
6
4
T
C
10
1
4
.
1
4
F
S
10
1
4
.
7
4
T
C
10
1
4
.
2
4
F
S
10
1
4
.
9
5
T
C
10
1
4
.
4
5
F
S
10
1
5
.
0
5
T
C
10
1
4
.
5
5
F
S
1015.30
T
C
1014.80
F
S
1015.66 TC
1015.16 FS
1015.56 TC
1015.06 FS
17
1016.64 FS
1016.64 FS
1016.56 FS
1.8%
1.
8
%
UNAUTHORIZED
VEHICLE SIGNAGE.
SEE DETAIL 15
PAGE 12
0.
5
%
MI
N
.
1016.20
FG
10
1
7
1010.20
SUB INV HP
1010.20
SUB INV HP
BIOFILTRATION
BASIN
FG: 1013.12 10
10
1
3
.
6
2
T
G
10
0
9
.
9
8
I
N
V
30
1004.77
INV
SS
10
1
0
.
2
0
SU
B
I
N
V
H
P
1010.20
SUB
INV HP
TT
1013.12 INV
101
3
.
1
2
INV
33
33
10
20
(1015.95±)
FS
37
1016.50 TG
1014.76 INV
JENSEN PRECAST
12X12 CB OR
APPROVED EQ.
1016.75 TG
1014.64 INV
JENSEN PRECAST
12X12 CB OR
APPROVED EQ.
0.
5
%
1014.02
FL-GB
1013.12
FL-LP
10
1
4
.
5
2
IN
V
VV UU
1015.82 TC-GB
1015.49 FS
1015.76 TC
1015.26 FL
1015.68 TC
1015.18 FL
1015.68
FG1%MI
N
.
10
1
5
.
6
5
FS
-
G
B
10
1
5
.
6
5
FS
-
G
B
10
1
5
.
8
8
FS
-
G
B
1015.82 TC
1015.49 FS
1015.88
FG
1015.88
FG
10
1
5
.
8
2
FG
1015.88
FS
1%MI
N
.
4.5%
3.3%
1015.78 TC
1015.28 FS-GB
0.
5
%
MI
N
.
1015.79 TC
1015.29 FL
10
1
5
.
6
5
FS
-
G
B
1.8%1015.68
FG-GB
4.
8
%
1015.81 TC
1015.31 FL
0.5%
10
1
5
.
6
7
FS
-
G
B
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD20 - 4009
19
R E G I S T E R E D P R O F E S S I O N A L E N G
I N
E
E
R
C I V I LS T A T E O F C A L I F O R N I A
Apr 27, 2022
NR 72588
LUC A S A . CO
R
S
B
I
E
LD21 - 58791
9A
MATCHLINE SEE SHEET 7A
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
8A
9A
9PRECISE GRADING PLAN
TRASH ENCLOSURE GRADING
SCALE: 1" = '10
LEGEND:
PROPERTY LINE
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
PROPOSED CURB
PROPOSED STORM DRAIN
PROPOSED SITE LIGHTING
LIMIT OF WORK / LIMIT OF GRADING
NOTES:
1.LIGHT POLES IN BIORETENTION AREAS REQUIRE DEEPENED
FOUNDATIONS. SEE STRUCTURAL PLANS.
2.CONTRACTOR SHALL PREVENT HEAVY EQUIPMENT FROM
ENTERING BIOFILTRATION BASINS.
STORM DRAIN PIPE LIST
#SIZE (IN)SLOPE (%)LENGTH (FT.)
6 2%57.3
8 0.6%42.5
8 0.5%112.6
8 2.2%26.7
8 7.2%46.5
8 0.5%135.0
8 0.5%46.4
8 13.2%27.8
18 2.2%153.5
BB
CC
DD
EE
FF
GG
HH
II
JJ
STORM DRAIN PIPE LIST
#SIZE (IN)SLOPE (%)LENGTH (FT.)
8 0.5%53.1
8 0.5%51.4
8 0.5%51.4
8 0.9%16.7
8 0.5%29.8
8 0.5%43.5
8 1%20.7
8 11.7%44.2
8 0%20.3
8 0.5%23.1
8 0.5%23.7
LL
MM
NN
OO
PP
QQ
RR
SS
TT
UU
VV
GRADING NOTES
INSTALL NEW 6" CURB AND GUTTER TYPE A-6 PER CITY STD. 200
INSTALL NEW 6" CURB TYPE D-6 PER CITY STD. 204A
INSTALL NEW 0" CURB TYPE D PER CITY STD. 204B
TRANSITION FROM 6" CURB TO 0" CURB
INSTALL NEW SIDEWALK PER CITY STD. 401. WIDTH PER PLAN.
INSTALL NEW ASPHALT PAVING PER DETAIL 2 SHEET 11
INSTALL NEW CONCRETE PAVING PER DETAIL 3 SHEET 11
INSTALL NEW VALLEY GUTTER PER DETAIL 1 SHEET 11
INSTALL CURB WITH DEEPENED FOOTING AND CURB CUTS PER CITY
STANDARDS 947
CONSTRUCT NEW BIOFILTRATION AREA. SEE DETAILS SHEET 15
INSTALL CURB CUT PER CITY STD. 942
INSTALL CURB AND GUTTER WITH DEEPENED FOOTING PER CITY
STANDARDS 947
INSTALL NEW CURB RAMP PER DETAIL 4 SHEET 11.
CONSTRUCT 2' WIDE BIOFILTRATION AREA SIMILAR TO CITY STD. 916
WITH 18" DEEP AMENDED SOIL MEDIA, 3" DEEP CLEAN AND WASHED
ASTM C33 CHOKER SAND, 3" DEEP ASTM NO. 8 STONE & MINIMUM 14"
DEEP CLASS II PERMEABLE AB PER CALTRANS SPECIFICATION 68-1.025.
ALL SUBSURFACE MATERIAL TO BE SEPARATED FROM UNDERLYING
NATIVE SOIL BY 30 MIL THICK IMPERMEABLE LINER. SEE TYPICAL ROW
BIOFILTRATION PLANTER DETAIL SHEET 15.
INSTALL CURB AND GUTTER WITH DEEPENED FOOTING PER CITY
STANDARD 200. GUTTER WIDTH TO MATCH EXISTING (18" WIDE).
INSTALL NEW GRAVITY WALL PER CITY STD. 948
INSTALL NEW RETAINING CURB PER DETAIL 5 SHEET 11
DECORATIVE STAMPED ASPHALT OVERLAID ON TOP OF PROPOSED
HEAVY DUTY PAVING AT CROSSWALKS AND ENTRIES PER LANDSCAPE
PLANS
INSTALL 4" WIDE CURB CUTS FOR SIDEWALK DRAINAGE AT 5' ON CENTER.
INSTALL SPLASH PAD PER CITY STD. 946
INSTALL CURB CUT WITH FLUME PER CITY STD. 943
CONSTRUCT 30' WIDE COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 207A.
P=12.0', R=16.0'
INSTALL MINIMUM 2" ASPHALT OVERLAY. SEE CITY PAVING NOTES ON SHEET 2
INSTALL MINIMUM 2' WIDE FULL DEPTH AC PAVING FOR NEW CURBS AND
GUTTER ADJACENT TO EXISTING PAVING. SEE CITY PAVING NOTES ON SHEET
2
INSTALL SIDEWALK UNDER DRAIN PER CITY STD. 944
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
STORM DRAINAGE NOTES
INSTALL JENSEN PRECAST 2'X2' DROP INLET OR APPROVED EQUAL. IN
BIORETENTION AREAS INLET TO ACT AS OVERFLOW DEVICE. PROVIDE
TRAFFIC RATED GRATE FOR INLETS IN VEHICULAR AREAS
INSTALL NEW STORM DRAIN MANHOLE PER RIVERSIDE COUNTY FLOOD
CONTROL STANDARD MH251
INSTALL NEW PUMP SYSTEM AND HOUSING PER DETAIL 7 SHEET 11.
INSTALL NEW 8" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW 18" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW 24" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW 6" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW TRAFFIC RATED TRENCH DRAIN. NDS DURA SLOPE OR
APPROVED EQUAL.
INSTALL 8" DIAMETER PVC PERFORATED PVC UNDER DRAIN IN
BIOFILTRATION AREA. SLOPE AT 0.5% MIN. INVERT AND LENGTH PER
PLAN. CONNECT TO SOLID STORM DRAIN PIPE.
INSTALL 2" SCH 40 PVC PUMP DISCHARGE PIPES FROM PUMP VAULT.
CONNECT TO AT-GRADE STORM OUTLET STRUCTURE.
CONSTRUCT AT-GRADE STORM OUTLET STRUCTURE PER DETAIL 16
SHEET 12
30
31
32
33
34
35
36
37
38
40
41
0
SCALE: 1" =
10 20 40
20'
5/22 LC THIS SHEET SUPERCEDS SHEET 9
LD21 - 58
1
Mar 11, 2022
R E G I S T E R E D P R O F E S S I O N A L E N G
I N
E
E
R
C I V I LS T A T E O F C A L I F O R N I A
May 17, 2022
NR 72588LUCAS A . CO
R
S
B
I
E
05-17-22
RAM 6/2/22 6/2/2022
06/06/2022
SHEET SUPERCEDED BY SHEET 10A
5/22 LC THIS SHEET SUPERCEDED BY SHEET 10A RAM 6/2/22
0.4%
22
RIGHT-OF-WAY
1014.70TC
1014.62FL-HP
4.
2
%
1015.20FS
0" CURB
2
%
M
A
X
.
1015.20FS
0" CURB
1.
8
%
2%
MAX
.
1014.58TC
1014.50FL
1014.71LIP
(3
.
2
%
)
(2
.
2
%
)
1.
0
%
1.0%(0.4%)(0.4%)
5.
2
%
1014.59LIP
0.4%
(1014.90±)TC
1014.51TC
(1014.43±)FL
JOIN EXISTING
(1014.77±)TC
1014.53TC
(1014.45±)FL
JOIN EXISTING
1014.88FS
1.
8
%
1.
8
%
1015.32FS
1015.23FS
1015.19FS
3.1%
0.8
%
1.
8
%
1015.02FS
1015.12FS
PLANTED AREA
5
2' X 61.8' SAWCUT
AC PAVING
REPLACE AC
FULL DEPTH
SEE PAVING NOTES
ON SHEET 2
2,254 SF MILL & OVERLAY
SEE PAVING NOTES
ON SHEET 2
5.
5
0
'
DIAZ ROAD
(ROW: 50' )
4
4
(1014.52)
LIP-JOIN
EXSTING
(1014.54)
LIP-JOIN
EXISTING
32
.
3
%
EXISTING FH
TO REMAIN
(1015.22±)AC-JOIN
EXISTING (1015.39±)AC-JOIN
EXISTING
(0
.
9
%
)
(1
.
5
%
)
1015.69 TC
1015.19 FS 0'' CURB
1015.27 FS
0'' CURB
1015.27 FS
1015
23
24
S
D
M
RIGHT-OF-WAY
136'L X 2'W
BIOFILTRATION BASIN
FG: 1012.43
1013.77FL
1012.43FG
1014.84TW
1014.34FS
1014.49TW
1013.99FS
PLANTED AREA
0.3%
1014.81TW
1014.31FS1.
8
%
1014.45FS 1014.44FS
1014.13FS
1.
8
%
1014.10FS
1014.16FS
2
%
M
A
X
.
1014.40TW
1013.90TC
1013.40FL
5
1014.78TW
(1014.28±)TC
(1013.78±)FL
JOIN EXISTING
(0.3%)
19 TYP 1 OF 26
1009.51
SUB INV HP
1008.86
SUB INV LP
CONNECT TO SD
MAINTAINED
BY PROPERTY OWNER
16
22
(1013.55±)TC
1013.23TC
(1013.15±)FL
JOIN EXISTING
(0.4%)
1013.42TC
1013.34FL
1014.07FS
0" CURB
1.
8
%
5.
4
%
1.
8
%
1013.95FS
0" CURB
1013.30TC
1013.22FL
5.
4
%
1.
8
%
1014.00FS
2%
MAX
.
1013.66FS8.
0
0
'
2.
0
0
'
DIAZ ROAD
(ROW: 50' )
(1013.86)
LIP-JOIN EXISTING
15
2' X 200.9' SAWCUT
AC PAVING
REPLACE AC
FULL DEPTH
SEE PAVING NOTES
ON SHEET 2
5
1013.77FL
133LF
147LF
4 4
38 131LF
11
16
14 11 16
(1013.24)
LIP-JOIN EXISTING
(1013.79)FS
(1013.98)FG
(1013.56)FG
2
.
4
%
24
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD20 - 4009
19
R E G I S T E R E D P R O F E S S I O N A L E N G
I N
E
E
R
C I V I LS T A T E O F C A L I F O R N I A
Apr 27, 2022
NR 72588
LUC A S A . CO
R
S
B
I
E
LD21 - 58791
DETAIL B
SCALE: 1" = '10
B
10A
10OFFSITE PRECISE GRADING PLAN
LEGEND:
PROPERTY LINE
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
PROPOSED CURB
PROPOSED STORM DRAIN
PROPOSED SITE LIGHTING
LIMIT OF WORK / LIMIT OF GRADING
NOTES:
1.CONTRACTOR SHALL PREVENT HEAVY EQUIPMENT FROM
ENTERING BIOFILTRATION BASINS.
2.SEE NOTES ON SHEETS 1 AND 2 FOR MORE INFORMATION ON
GRADING AND PAVING.
A
DETAIL A
SCALE: 1" = '10
PROPOSED CONCRETE SIDEWALK
PROPOSED ASPHALT (AC) PAVING
PROPOSED MILL & AC OVERLAY
GRADING NOTES
INSTALL NEW 6" CURB AND GUTTER TYPE A-6 PER CITY STD. 200
INSTALL NEW 6" CURB TYPE D-6 PER CITY STD. 204A
INSTALL NEW 0" CURB TYPE D PER CITY STD. 204B
TRANSITION FROM 6" CURB TO 0" CURB
INSTALL NEW SIDEWALK PER CITY STD. 401. WIDTH PER PLAN.
INSTALL NEW ASPHALT PAVING PER DETAIL 2 SHEET 11
INSTALL NEW CONCRETE PAVING PER DETAIL 3 SHEET 11
INSTALL NEW VALLEY GUTTER PER DETAIL 1 SHEET 11
INSTALL CURB WITH DEEPENED FOOTING AND CURB CUTS PER CITY
STANDARDS 947
CONSTRUCT NEW BIOFILTRATION AREA. SEE DETAILS SHEET 15
INSTALL CURB CUT PER CITY STD. 942
INSTALL CURB AND GUTTER WITH DEEPENED FOOTING PER CITY
STANDARDS 947
INSTALL NEW CURB RAMP PER DETAIL 4 SHEET 11.
CONSTRUCT 2' WIDE BIOFILTRATION AREA SIMILAR TO CITY STD. 916
WITH 18" DEEP AMENDED SOIL MEDIA, 3" DEEP CLEAN AND WASHED
ASTM C33 CHOKER SAND, 3" DEEP ASTM NO. 8 STONE & MINIMUM 14"
DEEP CLASS II PERMEABLE AB PER CALTRANS SPECIFICATION 68-1.025.
ALL SUBSURFACE MATERIAL TO BE SEPARATED FROM UNDERLYING
NATIVE SOIL BY 30 MIL THICK IMPERMEABLE LINER. SEE TYPICAL ROW
BIOFILTRATION PLANTER DETAIL SHEET 15.
INSTALL CURB AND GUTTER WITH DEEPENED FOOTING PER CITY
STANDARD 200. GUTTER WIDTH TO MATCH EXISTING (18" WIDE).
INSTALL NEW GRAVITY WALL PER CITY STD. 948
INSTALL NEW RETAINING CURB PER DETAIL 5 SHEET 11
DECORATIVE STAMPED ASPHALT OVERLAID ON TOP OF PROPOSED
HEAVY DUTY PAVING AT CROSSWALKS AND ENTRIES PER LANDSCAPE
PLANS
INSTALL 4" WIDE CURB CUTS FOR SIDEWALK DRAINAGE AT 5' ON CENTER.
INSTALL SPLASH PAD PER CITY STD. 946
INSTALL CURB CUT WITH FLUME PER CITY STD. 943
CONSTRUCT 30' WIDE COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 207A.
P=12.0', R=16.0'
INSTALL MINIMUM 2" ASPHALT OVERLAY. SEE CITY PAVING NOTES ON SHEET 2
INSTALL MINIMUM 2' WIDE FULL DEPTH AC PAVING FOR NEW CURBS AND
GUTTER ADJACENT TO EXISTING PAVING. SEE CITY PAVING NOTES ON SHEET
2
INSTALL SIDEWALK UNDER DRAIN PER CITY STD. 944
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
STORM DRAINAGE NOTES
INSTALL JENSEN PRECAST 2'X2' DROP INLET OR APPROVED EQUAL. IN
BIORETENTION AREAS INLET TO ACT AS OVERFLOW DEVICE. PROVIDE
TRAFFIC RATED GRATE FOR INLETS IN VEHICULAR AREAS
INSTALL NEW STORM DRAIN MANHOLE PER RIVERSIDE COUNTY FLOOD
CONTROL STANDARD MH251
INSTALL NEW PUMP SYSTEM AND HOUSING PER DETAIL 7 SHEET 11.
INSTALL NEW 8" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW 18" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW 24" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW 6" HDPE STORM DRAIN WITH SMOOTH INTERIOR WALLS
INSTALL NEW TRAFFIC RATED TRENCH DRAIN. NDS DURA SLOPE OR
APPROVED EQUAL.
INSTALL 8" DIAMETER PVC PERFORATED PVC UNDER DRAIN IN
BIOFILTRATION AREA. SLOPE AT 0.5% MIN. INVERT AND LENGTH PER
PLAN. CONNECT TO SOLID STORM DRAIN PIPE.
INSTALL 2" SCH 40 PVC PUMP DISCHARGE PIPES FROM PUMP VAULT.
CONNECT TO AT-GRADE STORM OUTLET STRUCTURE.
CONSTRUCT AT-GRADE STORM OUTLET STRUCTURE PER DETAIL 16
SHEET 12
30
31
32
33
34
35
36
37
38
40
41
0
SCALE: 1" =
5 10 20
10'
5/22 LC THIS SHEET SUPERCEDS SHEET 10
LD21 - 58
1
Mar 11, 2022
R E G I S T E R E D P R O F E S S I O N A L E N G
I N E
E
R
C I V I LS T A T E O F C A L I F O R N I A
May 17, 2022
NR 72588
LUC A S A . CO
R
S
B
I
E
05-17-22
RAM 6/2/22 6/2/2022
06/06/2022
LD21-58791
SEE NEW DETAIL SHEET 12
5/22 LC PUMP DETAIL & DETAIL SHAPE REVISIONS1
1
A
B
2
3
6
5
4
8
7
RAM 6/2/22
PUMP SYSTEM & HOUSING
SCALE: N.T.S.
7
LD21-58791
1
5/22 LC PUMP AND OUTFALL DETAIL REVISIONS1
10 11
12
151413
7
DISCHARGE
LINE FROM
PUMP
PROPOSED
CHANNEL WALL
BEYOND
PUMP DISCHARGE DETAIL
SCALE: N.T.S.
STABILIZE
PIPE AND
CONNECT
TO WALL
PROPOSED
CHANNEL WALL
BEYOND
STABILIZE
PIPE AND
CONNECT
TO WALL
DAYLIGHT
DISCHARGE
PIPE AT
FACE OF
WALL
Z
Z
SECTION Z-Z
161
1011.50
3.5"
RAM 6/2/22
SHEET SUPERCEDED BY SHEET 13A
5/22 LC THIS SHEET SUPERCEDED BY SHEET 13A RAM 6/2/22
T
N46° 59' 11.41"E
920.640'
S
D
S
D
S
D
S
D
S
D
S
D
SD
(1015)
(1015)
(1015)
(1016)
(101
6
)
(1017)
(1017)
(1018)
(101
8
)
(1015)
(1016)(1016)
(1016)
(1016)
(1016)
(1016)
(101
6
)
(10
1
5
)
(
1
0
1
5
)
(1
0
1
5
)
(101
5
)
(1015)
(101
5
)
(
1
0
1
6
)
(1
0
1
6
)
(1016)
(101
6
)
(
1
0
1
6
)
(1016)
(
1
0
1
5
)
(1
0
1
5
)
(
1
0
1
5
)
(
1
0
1
6
)
(
1
0
1
5
)
(1
0
1
5
)
(
1
0
1
5
)
(101
4
)
(
1
0
1
4
)
(1
0
1
4
)
(1
0
1
4
)
(1015)
(1010)
(1010)
(101
5
)
(1015)
(1010)
(1010)
(1015)
(1010)
(1010)
(1015)
(
1
0
1
0
)
(
1
0
1
0
)
(
1
0
1
5
)
(
1
0
1
5
)
(
1
0
1
0
)
(
1
0
1
0
)
(1
0
1
5
)
(
1
0
1
5
)
(
1
0
1
7
)
(1
0
1
7
)
(1
0
1
6
)
(1016)
(1017)
EXISTING
BUILDING
D
I
A
Z
R
O
A
D
(R
O
W
:
5
0
'
)
D
I
A
Z
R
O
A
D
(R
O
W
:
5
0
'
)
13A
1
1
4 2
1000
1005
1010
1015
1020
1025
1030
1000
1005
1010
1015
1020
1025
1030
PL
CURB AND GUTTER
BIOFILTRATION BASIN
NEW AC PAVING
6" CURB
PLANTER
AREA EXISTING
BUILDING
(FF: 1017.47)
EXISTING
BUILDING
(FF: 1016.64)
6" CURB
6" CURB
NEW AC PARKING
PLANTER AREA
NEW VALLEY GUTTER
R/W
APPROXIMATE EXISTING GRADE. TYP.
NEW
SIDEWALK
NEW AC PAVING
CURB AND GUTTER
6" CURB
NEW
EARTHEN
SWALE
NEW SIDEWALK
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD20 - 4009
19
R E G I S T E R E D P R O F E S S I O N A L E N G
I N E
E
R
C I V I LS T A T E O F C A L I F O R N I A
May 17, 2022
NR 72588
LUC A S A . CO
R
S
B
I
E
LD21 - 58791
0
SCALE: 1" =
20 40 80
40'
13A
13
SITE SECTION 1
SCALE: 1" = 40' HORIZONTAL 1" = 8' VERTICAL
GRADING SECTIONS PLAN
5/22 LC THIS SHEET SUPERCEDS SHEET 13
LD21 - 58
1
05-17-22
RAM 6/2/22 6/2/2022
06/06/2022
SHEET SUPERCEDED BY SHEET 15A
5/22 LC THIS SHEET SUPERCEDED BY SHEET 15A RAM 6/2/22
S
D
S
D
S
D
S
D
S
D
S
D
SD
T
N46° 59' 11.41"E
920.640'
(1015)
(1015)
(1015)
(1016)
(101
6
)
(1017)
(1017)
(1018)
(101
8
)
(1015)
(1016)(1016)
(1016)
(1016)
(1016)
(1016)
(101
6
)
(
1
0
1
5
)
(1
0
1
5
)
(
1
0
1
5
)
(
1
0
1
6
)
(
1
0
1
5
)
(1
0
1
5
)
(1
0
1
5
)
(101
4
)
(
1
0
1
4
)
(1
0
1
4
)
(1
0
1
4
)
(1015)
(1010)
(1010)
(1015)
(10
1
5
)
(1015)
(1010)
(1010)
(1015)
(1010)
(1010)
(1015)
(
1
0
1
0
)
(
1
0
1
0
)
(
1
0
1
5
)
(
1
0
1
0
)
(
1
0
1
0
)
(1
0
1
5
)
(
1
0
1
5
)
(
1
0
1
7
)
(1
0
1
7
)
(1
0
1
6
)
(1016)
(1017)
EXISTING
BUILDING
D
I
A
Z
R
O
A
D
(R
O
W
:
5
0
'
)
DMA #1
(163,583 SF,
3.76 AC)
DMA #2
(117,492 SF,
2.70 AC)
DMA #3
(32,127 SF, 0.74 AC)
DMA #4
(65,600 SF, 1.51 AC)
DMA #5
(27,231 SF,
0.63 AC)
BIOFILTRATION
PLANTER #1
(4,952 SF, 6" PONDING)
BIOFILTRATION
PLANTER #2A
(2,443 SF, 6" PONDING)
BIOFILTRATION PLANTER #4B
(1,223 SF, 6" PONDING)
BIOFILTRATION PLANTER #3
(1,435 SF, 6" PONDING)
LOADING DOCKS
(SC-M)
PARKING LOT /
ROADWAY /
SIDEWALK
(SC-P)
ROADWAY
(SC-P)
PARKING LOT / ROADWAY /
SIDEWALK
(SC-P)
PARKING LOT / ROADWAY /
SIDEWALK
(SC-P)
ROADWAY
(SC-P)
LANDSCAPE
(SC-D2)
PL
LANDSCAPE
(SC-D2)
LANDSCAPE
(SC-D2)
PL, LIMIT OF
DISTURBED AREA
ROW
SIDEWALK
(SC-P)
LANDSCAPE
(SC-D2)
LIMIT OF
DISTURBED
AREA
LIMIT OF
DISTURBED
AREA
LANDSCAPE
(SC-D2)
EXISTING
EARTHEN
BERMED
CHANNEL
(MAN-MADE)
STORM DRAIN
PUMPS
BIOFILTRATION PLANTER #5
(809 SF, 6" PONDING)
TRASH
ENCLOSURE
(SC-G)
EXISTING USACE JURISDICTIONAL
WATERWAY - SELF-TREATING
LANDSCAPE
(SC-D2)
LANDSCAPE
(SC-D2)
DMA #6
(17,738 SF, 0.41 AC)
LANDSCAPE
(SC-D2)
LANDSCAPE
(SC-D2)
LANDSCAPE
(SC-D2)
ROADWAY
(SC-P)
LANDSCAPE
(SC-D2)
INLET
(SC-A)
INLET
(SC-A)
INLET
(SC-A)
INLET
(SC-A)
INLET
(SC-A)
INLET
(SC-A)
LANDSCAPE
(SC-D2)
INLET
(SC-A)
INLET
(SC-A)
INLETS
(SC-A)
INLETS
(SC-A)
LIMIT OF
DISTURBED
AREA
= 431,197 SF
PL
LANDSCAPE
(SC-D2)
LANDSCAPE
(SC-D2)
DMA #8
(7,902 SF, 0.18 AC)
LANDSCAPE
(SC-D2)
INLET
(SC-A)
BIOFILTRATION PLANTER #2B
(878 SF, 6" PONDING)
BIOFILTRATION PLANTER #7
(268 SF, 6" PONDING)
BIOFILTRATION PLANTER #4A
(424 SF, 6" PONDING)
INLET
(SC-A)
DMA 8 IMPERVIOUS AREA NOT
DRAINING TO BMP = 1,771 SF
*EQUIVALENT AREA WILL BE
TREATED
EQUIVALENT AREA FROM DIAZ
ROAD TO BE TREATED BY
BIOFILTRATION PLANTER #7 =
2,041 SF
DMA 8 IMPERVIOUS AREA NOT
DRAINING TO BMP = 270 SF
*EQUIVALENT AREA WILL BE
TREATED
DMA #7
(17,262 SF, 0.40 AC)
LANDSCAPE
(SC-D2)
LANDSCAPE
(SC-D2)
PARKING LOT /
ROADWAY / SIDEWALK
(SC-P)
10
1
5
10
1
6
1016
1017
101
5
1016
1
0
1
5
1
0
1
4
10
1
4
1015
1014
1015
1015
1016
1016
1014
1015
1017
10
1
4
10
1
5
1
0
1
6
10
1
7
10
1
4
10
1
4
10
1
5
(1016)
(1016)
(
1
0
1
6
)
BIOFILTRATION
PLANTER #6
(459 SF, 6" PONDING)
POINT OF COMPLIANCE
(OUTLET VIA PIPE DURING LOW
FLOWS AND VIA OPEN GRATE
DURING HIGH FLOWS INTO
EXISTING SWALE)
SIDEWALK
UNDERDRAIN,
TYP.
CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD20 - 4009
19
R E G I S T E R E D P R O F E S S I O N A L E N G
I N E
E
R
C I V I LS T A T E O F C A L I F O R N I A
May 17, 2022
NR 72588
LUC A S A . CO
R
S
B
I
E
LD21 - 58791
0
SCALE: 1" =
20 40 80
40'
LEGEND:
PROPERTY LINE
EXISTING CURB & GUTTER
PROPOSED CATCH CURB & GUTTER
PROPOSED SPILL CURB & GUTTER
15A
15
DMA AREA BOUNDARY
BIORETENTION PLANTER
NOTES:
1.BIO-FILTRATION AREAS SHALL BE CONSTRUCTED UNDER
THE OBSERVATION OF THE SOILS ENGINEER.
2.THE INSTALLED PLANTING MIX MUST MEET
REQUIREMENTS OF CITY SPECIFICATION PROVIDED IN
THE BMP DESIGN MANUAL. THE PLANTING MIX SHALL
HAVE A PERCOLATION RATE OF 5" TO 10" PER HOUR AND
SHALL BE CAPABLE OF SUPPORTING THE PLANT
MATERIAL SPECIFIED BY THE LANDSCAPE ARCHITECT
(SEE PLANTING PLANS). THE CONTRACTOR SHALL
SUMMIT THE PROPOSED PERVIOUS MATERIAL MIX TO
THE SOILS ENGINEER AND LANDSCAPE ARCHITECT FOR
REVIEW AND APPROVAL. FOLLOWING INSTALLATION OF
THE PERVIOUS MATERIAL, IN-SITU TESTING SHALL BE
PERFORMED BY THE PROJECT SOILS ENGINEER TO
VERIFY THE SPECIFIED PERCOLATION RATE. SEE SHEET
17 FOR BSM REQUIREMENTS.
3.NO BARK MULCH SHALL BE USED WITHIN BIORETENTION
AREA.
WQMP PLAN
TYPICAL BIOFILTRATION PLANTER DETAIL
N.T.S.
PLANTING MIX
FILTER COURSE NOTE
FILTER COURSE SHALL CONSIST OF TWO 3" LAYERS. THE TOP LAYER
SHALL BE A 3" LAYER OF CLEAN AND WASHED ASTM C33 CHOKER
SAND OVERLYING A BOTTOM 3" LAYER OF ASTM NO. 8 STONE.
3:
1
2%
PLANT MATERIALS
WATER
QUALITY
PONDING
IMPERMEABLE
LINER
(30 MIL PLASTIC
LINER)
SOIL MEDIA WITH
MIN. 5 IN/HR
INFILTRATION RATE
OVERFLOW STRUCTURE
AND OBSERVATION WELL
TG ELEV PER PLAN NDS 8" ATRIUM
GRATE, BLACK.
CLEAN OUT AND
OVERFLOW RISER
GRAVEL STORAGE LAYER
(CLASS II PERMEABLE PER
CALTRANS SPECIFICATION
68-1.025)
FILTER COURSE
SEE NOTE BELOW
SPLASH PAD
PER CITY STD.
NO. 946
CURB WITH DEEPENED
FOOTING PER CITY STD.
NO. 947
CURB CUT WITH
FLUME CITY
STD. NO. 943
FG ELEV
PER PLAN
EMERGENCY
OVERFLOW
6"
PONDING
DEPTH
18
"
11
"
MI
N
3" MIN GRAVEL
BELOW
PERFORATED
PIPE
24"
MAX
24" MIN
MIN 8" DIAMETER
PERFORATED PVC UNDER
DRAIN (0.5% MIN SLOPE)
3:
1
M
A
X
CURB WITH
DEEPENED
FOOTING
AMENDED
SOILS
NO CURB CUT CONDITION
BENCH
12" MIN
24" MAX
2" MIN
FREEBOARD
4A
15
BIOFILTRATION BMP UNDERDRAIN
2A 15
6
15
SECTION #
SHEET #
2B
15
4B15
7
15
PLANT MATERIALS
NDS 8" ATRIUM GRATE, BLACK.
CLEAN OUT AND OVERFLOW
RISER
SPLASH PAD
PER CITY STD.
NO. 946
CURB WITH DEEPENED
FOOTING PER CITY STD.
NO. 947
24"
MAX
TYPICAL ROW BIOFILTRATION PLANTER DETAIL
N.T.S.
PLANTING MIX SOIL
MEDIA WITH MIN. 5
IN/HR INFILTRATION
RATE
GRAVEL STORAGE LAYER
(CLASS II PERMEABLE PER
CALTRANS SPECIFICATION
68-1.025)
FILTER COURSE
SEE NOTE
3" MIN GRAVEL BELOW
PERFORATED PIPE
GRAVITY WALL PER
CITY STD. NO. 948
SIDEWALK
2%
IMPERMEABLE LINER
(30 MIL PLASTIC LINER)
ROW 6" WATER
QUALITY
PONDING
DEPTH
2" MIN FREEBOARD
*FOR BIOFILTRATION PLANTER #7
3 15
5 15
18
"
11
"
MI
N
6 15
1
15
5/22 LC THIS SHEET SUPERCEDS SHEET 15
LD21 - 58
1
05-17-22
RAM 6/2/22 6/2/2022
06/06/2022
LD21-58791
1
17
1005
1010
1015
1020
1025
1005
1010
1015
1020
1025
1013.00
TOP MEDIA
IMPERMEABLE
LINER
8" UNDERDRAIN
WITH 3" LAYER OF
GRAVEL BELOW
PROPOSED
DEEPENED CURB
FOOTING AND
GUTTER
BMP #6
1.5' ENGINEERED
SOIL MEDIA
1.12' MIN
ENGINEERED SOIL
MEDIA
0.5' FILTER COURSE
LAYER
5.64'
EXISTING
GRADE
OVERFLOW
STRUCTURE AND
OBSERVATION WELL
BEYOND
PROPOSED
RETAINING
WALL
1.36%
3:1
SITE SECTION 6
SCALE: 1" = 40' HORIZONTAL 1" = 8' VERTICAL
1
1005
1010
1015
1020
1025
1005
1010
1015
1020
1025
EXISTING
GRADE
PROPOSED
DEEPENED CURB
FOOTING AND
GUTTER
PROPOSED
PARKING LOT
IMPERMEABLE
LINER
OVERFLOW
STRUCTURE AND
OBSERVATION WELL
BEYONDAMENDED SOILS
1013.26
TOP MEDIA
BMP #1
8" UNDERDRAIN
WITH 3" LAYER
OF GRAVEL
BELOW
15.46'
0.5' FILTER COURSE
LAYER
1.5' ENGINEERED SOIL
MEDIA
1.12' MIN GRAVEL
STORAGE LAYER
PROPOSED
DEEPENED CURB
FOOTING AND
GUTTER
4
:
1
4.23%
-1.73%
3:1
SITE SECTION 1
SCALE: 1" = 40' HORIZONTAL 1" = 8' VERTICAL
1
5/22 LC SECTION AND NUMBERING REVISIONS1 RAM 6/2/22
SHEET SUPERCEDED BY SHEET 18A
5/22 LC THIS SHEET SUPERCEDED BY SHEET 18A RAM 6/2/22
T
N46° 59' 11.41"E
920.640'
S
D
S
D
S
D
S
D
S
D
S
D
SD
M
(1015)
(1015)
(1015)
(1016)
(101
6
)
(1017)
(1017)
(1018)
(101
8
)
(1015)
(1016)(1016)
(1016)
(1016)
(1016)
(1016)
(101
6
)
(10
1
5
)
(
1
0
1
5
)
(1
0
1
5
)
(101
5
)
(1015)
(101
5
)
(
1
0
1
6
)
(1
0
1
6
)
(1016)
(101
6
)
(
1
0
1
6
)
(1016)
(
1
0
1
6
)
(
1
0
1
6
)
(
1
0
1
5
)
(1
0
1
5
)
(
1
0
1
5
)
(
1
0
1
6
)
(
1
0
1
5
)
(1
0
1
5
)
(
1
0
1
5
)
(101
4
)
(
1
0
1
4
)
(1
0
1
4
)
(1
0
1
4
)
(1015)
(1010)
(1010)
(101
5
)
(1015)
(1010)(1010)
(1010)
(1015)
(1010)
(1010)
(1015)
(
1
0
1
0
)
(
1
0
1
0
)
(
1
0
1
5
)
(
1
0
1
0
)
(
1
0
1
0
)
(
1
0
1
5
)
(
1
0
1
7
)
(1
0
1
7
)
(1
0
1
6
)
(1016)
(1017)
EXISTING
BUILDING
D
I
A
Z
R
O
A
D
(R
O
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GRAVEL
BAG CHECK
DAM TYP.
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JOBSITE TRAILER
SANITARY FACILITIES 61
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GRAVEL
BAG CHECK
DAM TYP.
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CITY OF TEMECULA
BUILDING AND SAFETY
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD20 - 4009
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R E G I S T E R E D P R O F E S S I O N A L E N G
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C I V I LS T A T E O F C A L I F O R N I A
May 17, 2022
NR 72588
LUC A S A . CO
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CITY EROSION CONTROL NOTES:
1. FILTERED RUNOFF. ALL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A
SITE OR TO ANY TYPE OF PRIVATE OR PUBLIC STORM WATER CONVEYANCE SYSTEM
(NATURAL WATERCOURSES, STREETS, GUTTERS, CONCRETE-LINED V-DITCHES, STORM
DRAINS, FLOW-LINES, INLETS, OUTLETS, ETC.). ALL NON-PERMITTED DISCHARGES ARE
PROHIBITED FROM ENTERING ANY STORM WATER CONVEYANCE SYSTEM YEAR-ROUND.
2. BEST MANAGEMENT PRACTICES (BMP’S). YEAR-ROUND, POLLUTION PREVENTION
MEASURES, ALSO KNOWN AS BEST MANAGEMENT PRACTICES (BMP’S), MUST BE INSTALLED
PRIOR TO ANY FIELD ACTIVITIES. BMP HANDBOOKS CAN BE DOWNLOADED AT
HTTP://WWW.DOT.CA.GOV/HQ/CONSTRUC/STORMWATER/MANUALS.HTM. ADDITIONAL
EROSION AND SEDIMENT CONTROL (ESC) MEASURES MUST BE INSTALLED AND
MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY SEASON. THE
DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ESC MEASURES THROUGHOUT THE
DURATION OF THE PROJECT FOR ALL
CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPILING ACTIVITIES, AND ON ALL
EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE
DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM
SUBCONTRACTORS.
A. STOCKPILING OF BMPS. ADDITIONAL ESC MATERIALS SHALL BE STOCKPILED AT
VARIOUS LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE USE WITHIN SEVEN
DAYS PRIOR TO ANY FORECAST RAIN. ON EMERGENCY SITUATIONS, THE
DEVELOPER/CONTRACTOR SHALL IMMEDIATELY MAKE EQUIPMENT AND WORKERS
AVAILABLE TO PROTECT THE SITE.
3. EROSION AND SEDIMENT CONTROLS. ALL ESC MEASURES SHALL BE INSPECTED,
RESTORED, REPAIRED OR MODIFIED YEARROUND THROUGHOUT THE SITE TO PROTECT
PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS AND ALL
PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT
CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN
THEIR PLACE.
A. EROSION CONTROLS. EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED
TO APPLYING AND ESTABLISHING: VEGETATIVE COVER, WOOD MULCH, STAPLED OR
PINNED BLANKETS (STRAW, COCONUT OR OTHER), PLASTIC SHEETING
(MINIMUM 10-MIL), POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO ALL DISTURBED
AREAS OR OTHER MEASURES APPROVED BY THE CITY ENGINEER. JUTE NETTING
SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. FOR SLOPES
GREATER THAN 4:1, PROVIDE FIBER ROLLS AND EITHER A BONDED FIBER MATRIX
PRODUCT APPLIED TO A RATE OF 3500 LB/ACRE OR A STABILIZED FIBER MATRIX
PRODUCT APPLIED TO A RATE OF 10 GAL/ACRE. THE CITY ENGINEER MAY APPROVE
DIFFERENT APPLICATION RATES FOR SLOPES LESS THAN 4:1.
B. SEDIMENT CONTROLS. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT
LIMITED TO: DESILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL
BAG CHEVRONS (FILLED WITH MINIMUM ¾” GRAVEL), CHECK DAMS, DRAINAGE INLET
PROTECTION, ETC. FIBER ROLLS SHALL BE INSTALLED IN 15-FOOT INCREMENTS
MEASURED ALONG THE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED
ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL-BAG OR SILT FENCE
CHEVRONSINSIDE THE SIDEWALK RIGHT-OF-WAY OR BACK OF CURBS.
4. STATE CONSTRUCTION GENERAL PERMIT. IF THE PROJECT DISTURBS, EXPOSES OR
STOCKPILES ONE ACRE OR MORE OF SOIL, THE SITE MUST BE COVERED UNDER THE
STATE CONSTRUCTION GENERAL PERMIT. A WASTE DISCHARGE IDENTIFICATION (WDID)
NUMBER, A RISK LEVEL DETERMINATION NUMBER AND THE QUALIFIED “STORM WATER
POLLUTION PREVENTION PLAN” (SWPPP) DEVELOPER (QSD) SHALL BE PROVIDED TO THE
CITY PRIOR TO ISSUANCE OF A GRADING PERMIT. A SWPPP SHALL BE IMPLEMENTED
THROUGHOUT THE DURATION OF THE PROJECT AND SHALL BE READILY AVAILABLE TO
CITY AND STATE INSPECTORS AND UPDATED TO REFLECT CURRENT SITE CONDITIONS
DURING CONSTRUCTION. THE CONSTRUCTION PERMIT CAN BE
DOWNLOADED AT:
WWW.WATERBOARDS.CA.GOV/WATER_ISSUES/PROGRAMS/STORMWATER/CONSTRUCTION.
5. PERIMETER PROTECTION. PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY
CLEARING ACTIVITIES. CLEARING SHALL BE LIMITED TO AREAS THAT WILL BE IMMEDIATELY
GRADED OR DISTURBED. A COMBINATION OF ESC MEASURES SHALL BE
IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN
INACTIVE SITE, AS DESCRIBED IN THE ENGINEERING AND CONSTRUCTION MANUAL, SHALL
ALSO BE PROTECTED.
6. CONSTRUCTION ACCESS POINTS. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED
WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT
TRACK-OUT. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL
STORAGE AND STAGING AREA ENTRANCES/EXITS, ETC.) SHALL ALSO BE PROTECTED WITH
ROCK TO PREVENT TRACK-OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING
SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED.
VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE.
CONTROLLED STREET WASHING SHALLONLY BE ALLOWED PRIOR TO THE APPLICATION OF
ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE
PROTECTED.
7. DESILTING BASINS. DESILTING BASINS SHALL BE DESIGNED ACCORDING TO THE
GUIDANCE PROVIDED IN CASQA’S CONSTRUCTION BMP HANDBOOK. IMPOUNDED WATER
SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATING “PONDED WATER - DO NOT
ENTER,” OR AN EQUIVALENT WARNING NOTICE, SHALL BE POSTED.
8. MATERIAL STORAGE. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED.
FUEL TANKS, PORTABLE TOILETS, LIQUIDS, GELS, POWDERS, LANDSCAPE MATERIALS AND
STOCKPILES OF SOIL SHALL BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER
CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS AND FLOW-LINES AND SHALL HAVE
SECONDARY CONTAINMENT INACTIVE STOCKPILES OF SOIL SHALL BE COVERED AT ALL
TIMES. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECAST
RAIN.
9. CONSTRUCTION WASTE. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL
BE PLACED IN WATER-TIGHT BINS. WIRE MESH RECEPTACLES SHALL NOT BE ALLOWED.
WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, STUCCO AND
OTHER LIQUID WASTE, AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM
PUBLIC RIGHT-OF-WAYS, FLOW LINES, ETC. PRIOR TO ANY FORECAST RAIN, BINS AND
WASH-OUTS SHALL BE COVERED WITH LIDS OR PLASTIC TARPS.
10. SLOPE PROTECTION. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER SLOPES
WITHOUT PERMANENT DOWN DRAINS INSTALLED. ESC MEASURES ARE REQUIRED ON ALL
EXPOSED SLOPES UNTIL SUFFICIENT/PERMANENT LANDSCAPE IS ESTABLISHED. THERE
SHALL BE 100% SLOPE PROTECTION IN PLACE PRIOR TO ISSUANCE OF CERTIFICATE OF
OCCUPANCY.
11. PORTABLE MIXERS. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH
THEM WITH GRAVEL-BAGS PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN
DISCHARGES.
12. MAINTENANCE. ALL ONSITE AND OFFSITE FLOW LINES (I.E., V- AND BROW-DITCHES,
TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC.), STORM WATER CONVEYANCE
SYSTEMS, CHECK DAMS, CHEVRONS, SILT FENCES AND DESILTING BASINS SHALL BE
FREE OF SEDIMENT, CONSTRUCTION MATERIALS, WASTE, MISCELLANEOUS DEBRIS AND
DETERIORATED ESC MEASURES YEARROUND.
13. OBSTRUCTIONS. NO OBSTRUCTIONS, OTHER THAN BMP’S, SHALL BE ALLOWED WITHIN
ANY STORM WATER CONVEYANCE SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES
HAVE BEEN APPROVED BY THE CITY ENGINEER.
14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR “GENERAL,”
“GRADING” AND “PAVING” REQUIREMENTS.
15. OTHER PERTINENT INFORMATION. REFER TO THE CITY OF TEMECULA MUNICIPAL CODE,
TITLE 18, CHAPTER 18.18 “EROSION AND SEDIMENT CONTROL”
SANDBAG BARRIER/ GRAVEL BAG BERM
LEGEND
S#SAMPLING LOCATIONS
CHECK DAM
EROSION CONTROL PLAN
EROSION CONTROL NOTES
CASQA
STD.NOTE
SE-1 SILT FENCE, PROVIDE AT PERIMETER OF SITE PER DETAIL
F, SHEET 19
SE-4 CHECK DAM, PROVIDE ALONG GUTTER ON STREET PER
DETAIL A, SHEET 19
SE-6 GRAVEL BAG BERM, PROVIDE AT PERIMETER OF SITE PER
DETAIL F, SHEET 19
SE-7 STREET SWEEPING AND VACUUMING, PERFORMED AS
NECESSARY
SE-10 STORM DRAIN INLET PROTECTION, PER DETAIL H, SHEET
19
TC-1 STABILIZED CONSTRUCTION ENTRANCE AND EXIT, PER
DETAIL C, SHEET 19
WM-1 MATERIAL DELIVERY AND STORAGE, PER DETAIL D,
SHEET 19
WM-3
STOCKPILE MANAGEMENT, STOCKPILES MUST BE
PROTECTED FROM BEING TRANSPORTED FROM THE SITE
BY THE FORCES OF WIND OR WATER. CONTRACTOR TO
LOCATE DURING CONSTRUCTION.
WM-5 SOLID WASTE MANAGEMENT,
WM-6 HAZARDOUS WASTE MANAGEMENT,
WM-8 CONCRETE WASTE MANAGEMENT, PER DETAIL B, SHEET
19
WM-9 SANITARY-SEPTIC WASTE MANAGEMENT,
WM-10 LIQUID WASTE MANAGEMENT,
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06/06/2022
4.ALWAYS USE SECONDARY CONTAINMENT, SUCH AS A DRAIN PAN OR DROP CLOTH, TO CATCH SPILLS AND LEAKS WHEN REMOVING OR CHA
FLUIDS.
5.LEGALLY DISPOSE OF USED OILS, FLUIDS, AND LUBRICANTS.
6.PROVIDE SPILL CONTAINMENT DIKES OR SECONDARY CONTAINMENT AROUND STORED OIL, FUEL, AND CHEMICAL DRUMS.
7.MAINTAIN ON ADEQUATE SUPPLY OF ABSORBENT SPILL CLEANUP MATERIALS IN DESIGNATED AREA.