HomeMy WebLinkAbout0012_8_CDR 2015-09 Project Plans 2.23.16UP
UP
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15
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4 16
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CMU CMUCMU
C2C2
VACANT LOT
VACANT LOT
VACANT LOTCOMMERCIAL BLDG19
4
3
2C
7
LEGAL DESCRIPTION
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A
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NOTE TO CONTRACTOR
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1
DESCRIPTIONNO.BY DATE
REVISIONS
SUBMITTAL
OWNER NAME & ADDRESS
PROJECT NAME & ADDRESS
CONFIDENTIALITY STATEMENT
SHEET NUMBER
SHEET TITLE
1
A
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D
E
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2 3 4 5 6
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7 8 109 11 12 13 14
DRAWN BY:
DATE DRAWN:
CHECKED BY:
DATEBYNO.DESCRIPTION
DESIGNED BY:
SCALE:
I
JOB No CUP No
CONSULTANT/ SEALS
Plotted: Thursday, January 21, 2016 9:30 AM M:\_Current Projects\E91915 La Quinta Hotel Dexter Ave Lake Elsinore\_CAD\1. Architectural\SHEETS\AS-1.0 SITE PLAN.dwgMR. PALJANTINDER SINGH
MRS. BHUPINDER KAUR
45029 PROMISE RD
LAKE ELSINORE CA 92532
LA QUINTA
HOTEL
NEC DEXTER AVE. & THIRD ST
LAKE ELSINORE CA 92532
E91915 CUP NO.
A DESIGN-BUILD COMPANY
5+6'2.#0
#5Ä
WS
WS
JK
07.31.15
1/16" = 1'-0"
1ZONING
PARKING COMPUTATION
GENERAL PLAN LAND USE
PARKING STANDARDS
SIZE
REGULAR
PARALLEL
HANDICAP
TYPE
PARKING REQUIREMENTS
BUILDING DATA
HANDICAP PARKING REQUIREMENTS
FORMULA REQUIRED PROVIDED
AREA OF SITE
377-090-036-5
LOADING
BLDG SETBACKS
FRONT
REAR
LEFT (SD YARD)
RIGHT (SD STREET)
LANDSCAPE AREA
REQUIRED PROVIDED
MAXIMUM HEIGHT
FLOOR AREA RATIO
PARKING
AREA
HOTEL - 63 ROOMS
OCCUPANCY
TYPE OF CONST
NUMBER OF STORY
BLDG HEIGHT
(1ST FLOOR)
(2ND FLOOR)
SPRINKLER
(4TH FLOOR)
(3RD FLOOR)
FORMULA
TOTAL AREA
USE PROV'DREQ'D
00 20'40'
HOTEL
NORTH
SCALE:1 SITE PLAN - 1ST FLOOR PLAN
1" = 20'-0"
1
2A
3
4
5
6
7
9A
9B
9C
9D
13
14
12
15
16
17
8
10
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18
2B
SITE KEY NOTES
19
2C
PLANNING DIVISIONCOMMUNITY
DEVELOPMENT
COMMUNITY
DEVELOPMENT
BUILDING & SAFETY DIVISION
ENGINEERING DIVISIONPUBLIC
WORKS
SOUTHERN CALIFORNIA EDISONPOWER
ELSINORE VALLEY MUNICIPAL WATER DIST.WATER &
SEWER SERVICES
THE GAS COMPANYGAS
VERIZON CALIFORNIATELEPHONE/
CABLE
CMU
C2
COMMERCIAL MIXED USE
GENERAL COMMERCIAL
LAND-USE
LEGENDPROJECT DATA
VICINITY MAP
PAVED AREA
PROJECT DIRECTORY
SCALE:2A FENCE - ELEVATION
1" = 20'-0"
SCALE:2B FENCE - ELEVATION
1" = 20'-0"
SCALE:2C FENCE - ELEVATION
1/4" = 1'-0"
SCALE:2A MONUMENT SIGN - PLAN
1/2" = 1'-0"
SCALE:2B MONUMENT SIGN - ELEVATION
1/2" = 1'-0"
SCALE:2D POOL FENCE - ELEVATION
1/4" = 1'-0"
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NOTE TO CONTRACTOR
3
4
2
1
DESCRIPTIONNO.BY DATE
REVISIONS
SUBMITTAL
OWNER NAME & ADDRESS
PROJECT NAME & ADDRESS
CONFIDENTIALITY STATEMENT
SHEET NUMBER
SHEET TITLE
1
A
B
C
D
E
F
G
H
2 3 4 5 6
J
7 8 109 11 12 13 14
DRAWN BY:
DATE DRAWN:
CHECKED BY:
DATEBYNO.DESCRIPTION
DESIGNED BY:
SCALE:
I
JOB No CUP No
CONSULTANT/ SEALS
Plotted: Thursday, January 21, 2016 9:31 AM M:\_Current Projects\E91915 La Quinta Hotel Dexter Ave Lake Elsinore\_CAD\1. Architectural\SHEETS\AS-2.0 SITE DETAILS-MISC.dwgMR. PALJANTINDER SINGH
MRS. BHUPINDER KAUR
45029 PROMISE RD
LAKE ELSINORE CA 92532
LA QUINTA
HOTEL
NEC DEXTER AVE. & THIRD ST
LAKE ELSINORE CA 92532
E91915 CUP NO.
A DESIGN-BUILD COMPANY
5+6'&'6#+.5
211.'0%.1574'
/107/'065+)0
#5Ä
WS
WS
JK
09.01.15
AS SHOWN
00 20'40'
NORTH
KEY NOTES
MATERIAL
ELEVATION KEYNOTES
FINISH COLORS
SCALE
1" = 20'-0"FENCE & POOL ENCLOSURE KEY PLAN 1
SCALE
AS SHOWNFENCE & POOL ENCLOSURE DETAILS 2 SCALE
1/2" = 1'-0"MONUMENT SIGN - DETAILS 3
SCALE:A PLAN VIEW
1/4" : 1'-0"
SCALE:B FRONT ELEVATION
1/4" : 1'-0"
SCALE:C SIDE ELEVATION
1/4" : 1'-0"
SCALE:D SIDE ELEVATION
1/4" : 1'-0"
SCALE
AS SHOWNTRASH ENCLOSURE DETAILS 1
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A
1 2 3 4 5 6 7 8 9 10 11 12 13 14
NOTE TO CONTRACTOR
3
4
2
1
DESCRIPTIONNO.BY DATE
REVISIONS
SUBMITTAL
OWNER NAME & ADDRESS
PROJECT NAME & ADDRESS
CONFIDENTIALITY STATEMENT
SHEET NUMBER
SHEET TITLE
1
A
B
C
D
E
F
G
H
2 3 4 5 6
J
7 8 109 11 12 13 14
DRAWN BY:
DATE DRAWN:
CHECKED BY:
DATEBYNO.DESCRIPTION
DESIGNED BY:
SCALE:
I
JOB No CUP No
CONSULTANT/ SEALS
Plotted: Thursday, January 21, 2016 9:31 AM M:\_Current Projects\E91915 La Quinta Hotel Dexter Ave Lake Elsinore\_CAD\1. Architectural\SHEETS\AS-2.1 SITE DETAILS_TRASH ENCLOSURE.dwgMR. PALJANTINDER SINGH
MRS. BHUPINDER KAUR
45029 PROMISE RD
LAKE ELSINORE CA 92532
LA QUINTA
HOTEL
NEC DEXTER AVE. & THIRD ST
LAKE ELSINORE CA 92532
E91915 CUP NO.
A DESIGN-BUILD COMPANY
5+6'&'6#+.5
64#5*'0%.1574'
#5Ä
WS
WS
JK
08.11.15
AS SHOWN
SCALE:1 FIRST FLOOR PLAN
1/8" = 1'-0"
00 8'16'4'2'1'
NORTH
102
107
130
104
117
118
119
120
129
121
106
110 114113
116
115
105
109 111
103
122 124
127
108
112
123
126
125
128
UP
UP
100
K
K
101
AREA TABULATION
GUEST ROOMS # OF RMs GFA (s.f.)TOTAL
NOTE: THE HOTEL FUNCTIONS AS A LIMITED SERVICE HOTEL
WHERE AMENITIES SERVES THE HOTEL-GUESTS ONLY
TOTAL GFA - 1ST FLOOR 6)
OTHER AREAS GFA (s.f.)
TOTAL OCCUPANT LOAD (1ST FLOOR)139
K
LEGEND
121
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E
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C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14
NOTE TO CONTRACTOR
3
4
2
1
DESCRIPTIONNO.BY DATE
REVISIONS
SUBMITTAL
OWNER NAME & ADDRESS
PROJECT NAME & ADDRESS
CONFIDENTIALITY STATEMENT
SHEET NUMBER
SHEET TITLE
1
A
B
C
D
E
F
G
H
2 3 4 5 6
J
7 8 109 11 12 13 14
DRAWN BY:
DATE DRAWN:
CHECKED BY:
DATEBYNO.DESCRIPTION
DESIGNED BY:
SCALE:
I
JOB No CUP No
CONSULTANT/ SEALS
Plotted: Thursday, January 21, 2016 9:11 AM M:\_Current Projects\E91915 La Quinta Hotel Dexter Ave Lake Elsinore\_CAD\1. Architectural\SHEETS\A-1.0 FLOOR PLAN-1ST.dwgMR. PALJANTINDER SINGH
MRS. BHUPINDER KAUR
45029 PROMISE RD
LAKE ELSINORE CA 92532
LA QUINTA
HOTEL
NEC DEXTER AVE. & THIRD ST
LAKE ELSINORE CA 92532
E91915 CUP NO.
A DESIGN-BUILD COMPANY
(+456(.114
2.#0
#Ä
WS
WS
JK
06.29.15
1/16" = 1'-0"
SCALE:1 SECOND FLOOR PLAN
1/8" = 1'-0"
00 8'16'4'2'1'
NORTH
202
201 203
204 206 208
205 207 209 213
210 212
211 215 217 219
221
214 216 218
220
223
200
225
222
226
UP
DN
UP
DN
AREA TABULATION
GUEST ROOMS # OF RMs GFA (s.f.)TOTAL
NOTE: THE HOTEL FUNCTIONS AS A LIMITED SERVICE HOTEL
WHERE AMENITIES SERVES THE HOTEL-GUESTS ONLY
TOTAL GFA - 2ND FLOOR 9,166 S.F.
OTHER AREAS GFA (s.f.)
TOTAL OCCUPANT LOAD (2ND FLOOR)38
LEGEND
121 J
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E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14
NOTE TO CONTRACTOR
3
4
2
1
DESCRIPTIONNO.BY DATE
REVISIONS
SUBMITTAL
OWNER NAME & ADDRESS
PROJECT NAME & ADDRESS
CONFIDENTIALITY STATEMENT
SHEET NUMBER
SHEET TITLE
1
A
B
C
D
E
F
G
H
2 3 4 5 6
J
7 8 109 11 12 13 14
DRAWN BY:
DATE DRAWN:
CHECKED BY:
DATEBYNO.DESCRIPTION
DESIGNED BY:
SCALE:
I
JOB No CUP No
CONSULTANT/ SEALS
Plotted: Thursday, January 21, 2016 9:12 AM M:\_Current Projects\E91915 La Quinta Hotel Dexter Ave Lake Elsinore\_CAD\1. Architectural\SHEETS\A-1.1 FLOOR PLAN-2ND.dwgMR. PALJANTINDER SINGH
MRS. BHUPINDER KAUR
45029 PROMISE RD
LAKE ELSINORE CA 92532
LA QUINTA
HOTEL
NEC DEXTER AVE. & THIRD ST
LAKE ELSINORE CA 92532
E91915 CUP NO.
A DESIGN-BUILD COMPANY
5'%10&(.114
2.#0
#Ä
WS
WS
JK
06.29.15
1/16" = 1'-0"
SCALE:1 THIRD FLOOR PLAN
1/8" = 1'-0"
00 8'16'4'2'1'
NORTH
UP
DN
UP
DN
302
301 303
304 306 308
305 307 309 313
310 312
311
315 317 319
323
314 316 318
320
321
300
322
326
325
AREA TABULATION
GUEST ROOMS # OF RMs GFA (s.f.)TOTAL
NOTE: THE HOTEL FUNCTIONS AS A LIMITED SERVICE HOTEL
WHERE AMENITIES SERVES THE HOTEL-GUESTS ONLY
TOTAL GFA - 2ND FLOOR 9,166 S.F.
OTHER AREAS GFA (s.f.)
TOTAL OCCUPANT LOAD (2ND FLOOR)38
LEGEND
121 J
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G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14
NOTE TO CONTRACTOR
3
4
2
1
DESCRIPTIONNO.BY DATE
REVISIONS
SUBMITTAL
OWNER NAME & ADDRESS
PROJECT NAME & ADDRESS
CONFIDENTIALITY STATEMENT
SHEET NUMBER
SHEET TITLE
1
A
B
C
D
E
F
G
H
2 3 4 5 6
J
7 8 109 11 12 13 14
DRAWN BY:
DATE DRAWN:
CHECKED BY:
DATEBYNO.DESCRIPTION
DESIGNED BY:
SCALE:
I
JOB No CUP No
CONSULTANT/ SEALS
Plotted: Thursday, January 21, 2016 9:13 AM M:\_Current Projects\E91915 La Quinta Hotel Dexter Ave Lake Elsinore\_CAD\1. Architectural\SHEETS\A-1.2 FLOOR PLAN-3RD.dwgMR. PALJANTINDER SINGH
MRS. BHUPINDER KAUR
45029 PROMISE RD
LAKE ELSINORE CA 92532
LA QUINTA
HOTEL
NEC DEXTER AVE. & THIRD ST
LAKE ELSINORE CA 92532
E91915 CUP NO.
A DESIGN-BUILD COMPANY
6*+4&(.114
2.#0
#Ä
WS
WS
JK
06.29.15
1/16" = 1'-0"
SCALE:1 FOURTH FLOOR PLAN
1/8" = 1'-0"
00 8'16'4'2'1'
NORTH
402
401 403
404 406 408
405 407 409 413
410 412
411
415 417 419
423
414 416 418
420
421
400
422
426
425
424
LEGEND
121
AREA TABULATION
GUEST ROOMS # OF RMs GFA (s.f.)TOTAL
NOTE: THE HOTEL FUNCTIONS AS A LIMITED SERVICE HOTEL
WHERE AMENITIES SERVES THE HOTEL-GUESTS ONLY
TOTAL GFA - 2ND FLOOR 9,166 S.F.
OTHER AREAS GFA (s.f.)
TOTAL OCCUPANT LOAD (2ND FLOOR)38
J
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F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14
NOTE TO CONTRACTOR
3
4
2
1
DESCRIPTIONNO.BY DATE
REVISIONS
SUBMITTAL
OWNER NAME & ADDRESS
PROJECT NAME & ADDRESS
CONFIDENTIALITY STATEMENT
SHEET NUMBER
SHEET TITLE
1
A
B
C
D
E
F
G
H
2 3 4 5 6
J
7 8 109 11 12 13 14
DRAWN BY:
DATE DRAWN:
CHECKED BY:
DATEBYNO.DESCRIPTION
DESIGNED BY:
SCALE:
I
JOB No CUP No
CONSULTANT/ SEALS
Plotted: Thursday, January 21, 2016 9:13 AM M:\_Current Projects\E91915 La Quinta Hotel Dexter Ave Lake Elsinore\_CAD\1. Architectural\SHEETS\A-1.3 FLOOR PLAN-4TH.dwgMR. PALJANTINDER SINGH
MRS. BHUPINDER KAUR
45029 PROMISE RD
LAKE ELSINORE CA 92532
LA QUINTA
HOTEL
NEC DEXTER AVE. & THIRD ST
LAKE ELSINORE CA 92532
E91915 CUP NO.
A DESIGN-BUILD COMPANY
(1746*(.114
2.#0
#Ä
WS
WS
JK
06.29.15
1/16" = 1'-0"
DN
STAIR-1
SCALE:1 ROOF PLAN
1/8" = 1'-0"
00 8'16'4'2'1'
NORTH
SCALE:2 STAIR PLAN BELOW ROOF/ ATTIC PLAN @ TOWER
1/8" = 1'-0"
J
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F
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D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14
NOTE TO CONTRACTOR
3
4
2
1
DESCRIPTIONNO.BY DATE
REVISIONS
SUBMITTAL
OWNER NAME & ADDRESS
PROJECT NAME & ADDRESS
CONFIDENTIALITY STATEMENT
SHEET NUMBER
SHEET TITLE
1
A
B
C
D
E
F
G
H
2 3 4 5 6
J
7 8 109 11 12 13 14
DRAWN BY:
DATE DRAWN:
CHECKED BY:
DATEBYNO.DESCRIPTION
DESIGNED BY:
SCALE:
I
JOB No CUP No
CONSULTANT/ SEALS
Plotted: Thursday, January 21, 2016 9:14 AM M:\_Current Projects\E91915 La Quinta Hotel Dexter Ave Lake Elsinore\_CAD\1. Architectural\SHEETS\A-2.0 ROOF PLAN.dwgMR. PALJANTINDER SINGH
MRS. BHUPINDER KAUR
45029 PROMISE RD
LAKE ELSINORE CA 92532
LA QUINTA
HOTEL
NEC DEXTER AVE. & THIRD ST
LAKE ELSINORE CA 92532
E91915 CUP NO.
A DESIGN-BUILD COMPANY
411(2.#0
#Ä
WS
WS
JK
06.29.15
1/16" = 1'-0"
ROOF KEYNOTES
SCALE:2 SOUTH-WEST ELEVATION
1/8" = 1'-0"
00 8'16'4'2'1'
SCALE:1 NORTH-WEST ELEVATION
1/8" = 1'-0"
00 8'16'4'2'1'
J
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D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14
NOTE TO CONTRACTOR
3
4
2
1
DESCRIPTIONNO.BY DATE
REVISIONS
SUBMITTAL
OWNER NAME & ADDRESS
PROJECT NAME & ADDRESS
CONFIDENTIALITY STATEMENT
SHEET NUMBER
SHEET TITLE
1
A
B
C
D
E
F
G
H
2 3 4 5 6
J
7 8 109 11 12 13 14
DRAWN BY:
DATE DRAWN:
CHECKED BY:
DATEBYNO.DESCRIPTION
DESIGNED BY:
SCALE:
I
JOB No CUP No
CONSULTANT/ SEALS
Plotted: Thursday, January 21, 2016 9:25 AM M:\_Current Projects\E91915 La Quinta Hotel Dexter Ave Lake Elsinore\_CAD\1. Architectural\SHEETS\A-3.0 & 3.1 BLDG_ELEVS.DWGMR. PALJANTINDER SINGH
MRS. BHUPINDER KAUR
45029 PROMISE RD
LAKE ELSINORE CA 92532
LA QUINTA
HOTEL
NEC DEXTER AVE. & THIRD ST
LAKE ELSINORE CA 92532
E91915 CUP NO.
A DESIGN-BUILD COMPANY
':6'4+14
'.'8#6+105
#Ä
WS
WS
JK
06.29.15
1/16" = 1'-0"
MATERIAL
ELEVATION KEYNOTES
FINISH COLORS
SCALE:3 SOUTH-EAST ELEVATION
1/8" = 1'-0"
00 8'16'4'2'1'
SCALE:4 NORTH-EAST ELEVATION
1/8" = 1'-0"
00 8'16'4'2'1'
J
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F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14
NOTE TO CONTRACTOR
3
4
2
1
DESCRIPTIONNO.BY DATE
REVISIONS
SUBMITTAL
OWNER NAME & ADDRESS
PROJECT NAME & ADDRESS
CONFIDENTIALITY STATEMENT
SHEET NUMBER
SHEET TITLE
1
A
B
C
D
E
F
G
H
2 3 4 5 6
J
7 8 109 11 12 13 14
DRAWN BY:
DATE DRAWN:
CHECKED BY:
DATEBYNO.DESCRIPTION
DESIGNED BY:
SCALE:
I
JOB No CUP No
CONSULTANT/ SEALS
Plotted: Thursday, January 21, 2016 9:28 AM M:\_Current Projects\E91915 La Quinta Hotel Dexter Ave Lake Elsinore\_CAD\1. Architectural\SHEETS\A-3.0 & 3.1 BLDG_ELEVS.DWGMR. PALJANTINDER SINGH
MRS. BHUPINDER KAUR
45029 PROMISE RD
LAKE ELSINORE CA 92532
LA QUINTA
HOTEL
NEC DEXTER AVE. & THIRD ST
LAKE ELSINORE CA 92532
E91915 CUP NO.
A DESIGN-BUILD COMPANY
':6'4+14
'.'8#6+105
#Ä
WS
WS
JK
06.29.15
1/16" = 1'-0"
MATERIAL
ELEVATION KEYNOTES
FINISH COLORS
SCALE:1 SECTION-A
1/8" = 1'-0"
00 8'16'4'2'1'
117
225
325
425
105
100 130
224
324
424
SCALE:2 SECTION-B
1/8" = 1'-0"
00 8'16'4'2'1'
J
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G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14
NOTE TO CONTRACTOR
3
4
2
1
DESCRIPTIONNO.BY DATE
REVISIONS
SUBMITTAL
OWNER NAME & ADDRESS
PROJECT NAME & ADDRESS
CONFIDENTIALITY STATEMENT
SHEET NUMBER
SHEET TITLE
1
A
B
C
D
E
F
G
H
2 3 4 5 6
J
7 8 109 11 12 13 14
DRAWN BY:
DATE DRAWN:
CHECKED BY:
DATEBYNO.DESCRIPTION
DESIGNED BY:
SCALE:
I
JOB No CUP No
CONSULTANT/ SEALS
Plotted: Thursday, January 21, 2016 9:29 AM M:\_Current Projects\E91915 La Quinta Hotel Dexter Ave Lake Elsinore\_CAD\1. Architectural\SHEETS\A-4.0 BLDG_SECTIONS.dwgMR. PALJANTINDER SINGH
MRS. BHUPINDER KAUR
45029 PROMISE RD
LAKE ELSINORE CA 92532
LA QUINTA
HOTEL
NEC DEXTER AVE. & THIRD ST
LAKE ELSINORE CA 92532
E91915 CUP NO.
A DESIGN-BUILD COMPANY
$7+.&+0)
5'%6+105
#Ä
WS
WS
JK
06.29.15
1/16" = 1'-0"
%+6;1(.#-''.5+014'VICINITY MAP
NO SCALE1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, CHAPTER 15.72
AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE
(U.B.C.), CHAPTER 33.
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY
OPERATIONS.
3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT
(1-800-422-4133) FORTY-EIGHT (48) HOURS PRIOR TO GRADING.
4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR (24) HOURS IN
ADVANCE OF BEGINNING GRADING OPERATIONS.
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND
SHALL BE SHOWN ON THE PLAN.
7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL
BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISHED
SURFACE.
8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE (3) LAYER
A.S.T.M. D-1557-70 TEST METHOD.
9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING
INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL.
10.ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS
APPROVED BY THE SOILS ENGINEER.
11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN PER FOOT FOR A MINIMUM
OF THREE (3) FEET, THEN 1% (MINIMUM) TO FLOW LINE OF EARTH SWALE.
12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS THAN TEN FEET
¶ $1',)&8725),//,6*5($7(57+$17(1)((7 ¶ '5$,1$*(6:$/(66+$//%($0,1,0802)¶
'((3$1'&216758&7('$0,1,0802)7:2)((7 ¶ )5207+(7232)&8725),//6/23(6
13.3529,'(¶:,'(%<¶+,*+%(5025(48,9$/(17$/21*7+(7232)$//),//6/23(629(5¶+,*+
14.PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM FLOWS ALONG THE TOP OF
CUT SLOPES.
15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL
SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE
CHARACTERISTICS OF THE SOIL.
17.*5$',1*&(57,),&$7,21%<7+('(9(/23(5¶6&,9,/(1*,1((5$1'$),1$/&203$&7,215(3257%<$62,/6
ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF
BUILDING PERMITS.
18.THE SOILS ENGINEERING INVESTIGATION DATED ____________ PREPARED BY (ENGINEER CONSULTANT) DATED
_________ AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED __________ PREPARED BY (GEOLOGIC
CONSULTANT), SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE.
19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD
ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL)
SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY
CONSTRUCTION/GRADING.
21.STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER
727+(%8,/',1*$1'(1*,1((5,1*'(3$570(176)25&87$1'),//6/23(629(57+,57<)((7 ¶ ,1
VERTICAL HEIGHT.
22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE (1) FOOT.
23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND
BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED
SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE
KEYED AND BENCHED.
24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES:
a.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL
AND TERRACED AREAS AND ANY SUBSTRUCTURES.
b.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING AND FILLING
OPERATIONS.
c.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL.
d.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.
25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED
*5281'&29(5$77:(/9(,1&+(6 ´ 21&(17(56/23(629(5),)7((1)((7 ¶ ,19(57,&$/+(,*+7,1
ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF.
6+58%66+$//%(3/$17('$77(1)((7 ¶ 21&(17(5 75((6$77:(17<)((7 ¶ 21&(17(5
&20%,1$7,216),)7((1)((7 ¶ 21&(17(56/23(629(57+5(()((7 ¶ ,19(57,&$/+(,*+76+$//+$9(
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C.
26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
ADJOINING PROPERTIES DURING THE GRADING PROJECT.
27.APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON
$1'6+$//%(,13/$&($77+((1'2)($&+'$<¶6:25.
28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS.
29.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE.
30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME.
31.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING
OPERATION.
32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF
THREE (3) FEET VERTICAL HEIGHT WITHIN NINETY (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL
BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF
FINAL INSPECTION.
33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS
OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE (1) BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH
GRADE APPROVAL.
35.APPROXIMATE DATE OF:
BEGINNING OPERATION: _____________________
COMPLETION: _____________________
36.1252&.2527+(5,55('8&,%/(0$7(5,$/:,7+$0$;,080',0(16,21*5($7(57+$17+5((,1&+(6 ´
:,//%(3/$&(',1),//6:,7+,152$'%('$5($6257+5(()((7 ¶ 2)),1,6+*5$'(681/(667+(
LOCATION, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER.
37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE
APPROVAL.
38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING
DEPARTMENT.
39.THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM PERMIT TO REGULATE
MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES.
NPDES WDID #____________ DATE PERMIT ISSUED: ____________
40.DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED
:,7+,1($6(0(17/,0,767(0325$5<,03529(0(176$5(68%-(&7725(029$/$72:1(5¶6(;3(16(
DESCRIPTION SHEET NO.
TITLE SHEET 1 OF 6
GRADING PLAN 2 OF 6
WESTERN STATES ENGINEERING,
INC.
4887 E. LA PALMA, SUITE 707
ANAHEIM, CA 92807
(714) 695-9300 OFFICE
(714) 693-1002 FAX
KAMAL MCHANTAF, P.E.
23315 SARATOGA SPRINGS
PL.
MURRIETA, CA 92562
kmchantaf@yahoo.com
(949) 307-6346
DRAINAGE DETAILS 4 OF 6
CUT = 54 CUBIC YARDS
FILL = 54 CUBIC YARDS
IMPORTS/EXPORTS = NONE
TOTAL SITE AREA: 46096 SQFT = 1.05 ACRES
RETENTION INFILTRATION STRUCTURES 5 OF 6
GEO ENVIRON ENG. CONSULTANTS,
INC.
ESMAIL RASTEGARI, RCE #43332
4071 E. LA PALMA AVE SUITE B
ANAHEIM, CA 92807
PHONE: (714) 632-3190
FAX: (714) 632-3191
EROSION CONTROL PLAN 6 OF 6
TOTAL DISTURBED AREA: 46096 SQFT = 1.05 ACRES
4-STORY 63 ROOM HOTEL "LA QUINTA HOTEL"
MR. PALJANTINDER SINGH &
MRS. BHUPINDER KAUR
45029 PROMISE RD.
LAKE ELSINORE, CA 92532
(XXX) XXX-XXXX
SECTIONS AND DETAILS 3 OF 6
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS, AND TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING
UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE
PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,
INDEMNIFY, AND HOLD HARMLESS THE CITY, ITS EMPLOYEES, AND AGENTS FROM ANY AND ALL LIABILITY, REAL OR
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS
IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE
FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY ; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER ,THE CITY OF LAKE ELSINORE AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED , IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY OF
CORONA OR THE DESIGN ENGINEER.
I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS SHOWN ON THESE PLANS COMPLIES WITH ALL
PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER OF RECORD FOR THE PLANS, I
ASSUME FULL RESPONSIBILITY FOR THE DESIGN OF THE IMPROVEMENTS. WITH RESPECT TO THE PLAN CHECK
PERFORMED BY THE CITY OF CORONA, I UNDERSTAND AND ACKNOWLEDGE THE FOLLOWING: (1) THE PLAN CHECK
IS A REVIEW FOR THE LIMITED PURPOSE OF ENSURING THE PLANS COMPLY WITH THE CITY'S STANDARDS,
PROCEDURES, POLICIES AND ORDINANCES, (2) THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL
ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS, AND (3) THE PLAN CHECK DOES NOT RELIEVE ME OF MY LEGAL
AND PROFESSIONAL RESPONSIBILITY FOR THE DESIGN OF THE IMPROVEMENTS. AS THE ENGINEER OF RECORD, I
AGREE TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE CITY, ITS ELECTED OFFICIALS, EMPLOYEES, AND
AGENTS, FROM ANY AND ALL ACTUAL OR ALLEGED CLAIMS, DEMANDS, CAUSES OF ACTION, LIABILITY, LOSS,
DAMAGE, OR INJURY TO PROPERTY OR PERSONS, INCLUDING WRONGFUL DEATH, WHETHER IMPOSED BY A COURT
OF LAW, OR BY ADMINISTRATIVE ACTION OF ANY FEDERAL, STATE OR LOCAL GOVERNMENTAL AGENCY, ARISING
OUT OF OR INCIDENT TO ANY NEGLIGENT ACTS, OMISSIONS, OR ERRORS BY THE ENGINEER OF RECORD, ITS
EMPLOYEES, CONSULTANTS OR AGENTS.
R.C.E. NO. 51050
SIGNATURE OF ENGINEER OF RECORD LICENSE NUMBER DATE
KAMAL B. MCHANTAF
THE ENGINEER PREPARING THESE PLANS WILL NOT BE REPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES
TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE
PREPARER OF THESE PLANS.
THE ENCONTRACTOR TO ENSURE GRADES AND CROSS SLOPES WITHIN ALL ADA PARKING STALLS, LOADING
AREAS, AND PATHS OF TRAVEL MUST NOT EXCEED ADA LIMITS.
¶
DESCRIPTION SYMBOL
RIGHT OF WAY LINE
CENTERLINE
EXISTING ELEVATIONS (00.00)TC
PROPOSED ELEVATIONS 00.00 TC
CONCRETE PAVING
AREA LIGHT
STREET LIGHT
FIRE HYDRANT
POWER POLE
WATER METER
WATER VALVE
EDGE OF PAVEMENT
EXISTING BLDG.
LANDSCAPE AREA
WM
PULL BOX PB
WV
A DESIGN-BUILD COMPANY
A DESIGN-BUILD COMPANY
PRECISE GRADING PLAN
2
HORZ:1" = 20'
VERT:1"=4'
4
6
1
8
19
5
R2
L1
20
1 1
4
5
56
8
8
19
20 L1
L1
R2
S2
8
1
4
5
5
6
8
8
14 20
L1
L1
R2
8
HORZ:1" = 20'
VERT:1"=4'
2'
15
8
14
3
A DESIGN-BUILD COMPANY
3
SECTIONS & DETAILS
Flo-Gard Filter inserts are designed to fit catch basins with
approximate dimensions shown.
TM
KriStar Enterprises, Inc., Santa Rosa, CA (800) 579-8819
FOSSIL FILTER
CATCH BASIN FILTER INSERT
SCALE: NONE
SPECIFIER CHART
FF-16D
FF-18D
INLET ID
16" X 16"
GRATE OD
18" X 18"
COMMENTS
GRATED INLET
FF-1836SD
18" X 18"20" X 20"
COMBINATION INLETFF-1836DGO
18" X 36"18" X 40"
18" X 36"18" X 40"
FF-24D 24" X 24"26" X 26"
24" X 36"24" X 40"
24" DIA.25" DIA.
24" X 24"18" X 26"
24" X 36"24" X 40"
36" X 36"36" X 40"
MODEL
COMBINATION INLET
COMBINATION INLET
CIRCULAR INLET
GRATED INLET
GRATED INLET
GRATED INLET
GRATED INLETFF-2436D
FF-RF24D
FF-24DGO
FF-2436DGO
FF-36D (2 PIECE)
CONCRETE DROP
INLET. (BY OTHERS)
CONCRETE DROP
INLET.
(BY OTHERS)
OPTIONAL FOSSIL ROCK> ABSORBANT POUCHES.
SECTION VIEW
PAVEMENT
SURFACE.8.50"PAVEMENT SURFACE.
(BY OTHERS)
FILTER FRAME.
NOTES:
1.FloGard< filter body is prefabricated from polypropylene woven
monofilament geotextile.
2.All metal components shall be constructed from stainless steel Type 304.
3.Refer to Specifier Chart for catch basin and filter sizing.
4.Filter inserts are supplied with optional "clip-in" filter pouches utilizing fossil
rock> filter medium for the collection and retention of petroleum
hydrocarbons (oils & greases).
5.FloGard< filter inserts and fossil rock> filter medium pouches must be
maintained in accordance with manufacturer recommendations.
6.Catch basin depth must not allow filter body to obstruct outlet pipe . See
below.
STAINLESS STEEL FILTER FRAME
WITH RUBBER GASKET.
POLYPROPYLENE GEOTEXTILE
FILTER ELEMENT.
CATCH BASIN.
(BY OTHERS)
STAINLESS STEEL SUPPORT HOOK.
FOUR EACH.
OPTIONAL FOSSIL ROCK ABSORBANT
POUCHES FOUR EACH.
GRATE.
(BY OTHERS)
RUBBER GASKET.
GRATE FRAME.
(GRATE NOT SHOWN
FOR CLARITY)
FOSSIL ROCK>
ABSORBANT
POUCHES.
OUTLET
REFER TO SPECIFIER CHART FOR
CATCH BASIN & FILTER SIZING.
36" X 48"40" X 48"FF-3648D (2 PIECE)SEE NOTE 6GRATED INLET
GRATED INLET
3' WIDE CONC. GUTTER
N.T.S.
PAVEMENT SURFACE.
OUTLET
TOP OF GRATE
N.T.S.6" MIN.1.0'2' X 2' CATCH BASIN WITH FOSSIL FILTER
TYPE 6 CURB AND GUTTER
PER CITY STD. PLAN NO. 135 (MOD)
3
N.T.S.
6
12
SEE FLO-GARD FOSSIL FILTER
DETAIL HEREON
SECTION G-G
N.T.S.
21
3' WIDE CONC. SWALE
N.T.S.
19
8" SQUARE GRAVEL FILLED OUTLET PROVIDED
TO PREVENT VECTOR CONTROL ISSUES.
PAVEMENT SURFACE.
OUTLET
TOP OF GRATE
2' X 3' CATCH BASIN WITH FOSSIL FILTER N.T.S.6" MIN.1.0'13
SEE FLO-GARD FOSSIL FILTER
DETAIL HEREON
8" SQUARE GRAVEL FILLED OUTLET PROVIDED TO
PREVENT VECTOR CONTROL ISSUES.
CROSS GUTTER
N.T.S.
G
G
H
H
SECTION H-H
N.T.S.
3
4
6
2
19
12
5
7
13
2
2
5
8' WIDE BIO-SWALE
N.T.S.
19
BIO-SWALE EXAMPLE
A DESIGN-BUILD COMPANY
DRAINAGE DETAILS
4
Storm Capture SC1 (7'x15'x4') by OldCastle:
14
13
13
17
14
STORAGE VOLUME CALCULATION using Storm Capture SC1 (7'x15'x4') by OldCastle:
INFILTRATION AREA CALCULATION:
PLAN VIEW
21'15'CB-B1
DRAINAGE DETAILS
ELEVATION VIEW
MH-1
CB-B1 (2'X3')
3-6" DIA PVC
INV.
RETENTION / INFILTRATION
MH-1
RIM
INV.
STORMCAPTURE BY OLDCASTLE
INV.
OVERFLOW (3-6" DIA
P
V
C
)
T
O
B
I
O
-
S
W
A
L
E
RIM
TOP7"3" MIN.
NOTES:
1.PIPE OPENINGS/CONNECTIONS TO BE GROUTED, OR BOOT/GASKETED CONNECTIONS INSTALLED PER MANUFACTURERS
SPECIFICATIONS, AS REQUIRED. BOOTS, ADAPTORS AND ALL EXTERNAL PIPE BY OTHERS.
2.NOMINAL SIZE OF EACH UNIT IS 7'X15'X4'. CHECK WITH FIELD ENGINEER FOR BASE PREPARATION AND ELEVATIONS.1' MIN.10' MAX.x Storage Volume of each 7' x 15' x 4' HIGH Unit IS GIVEN BY THE MANUFACTURE AS 460 cubic feet
x Reduction by 2" since 6" pipings are used instead of 4" using 460*46"/48"= 440 cubic feet
x Storage Volume Needed Per WQMP = 848 cubic feet
x Number of Units Needed = 848 divided by 440 = 2 Units
x Storage Volume Provided = 952 cubic feet
x Infiltration Rate from Soil Report = 0.96 in/hr
x Maximum Retention Depth = (0.96 in/hr.)(48 hrs.)/(12)=3.84 feet
x Area of Each Rectangular Unit for Infiltration (assuming 8" walls) = 77 sqft
x Infiltration Area Needed Per WQMP = 848/3.84 =221 square feet
x Number of Units Needed = 221 divided by 77 = 3 UNITS
x Storage Volume Provided = 3*440=1320 cubic feet
17
3EA
17
3EA
TG=1288.60
13
CB-B1
TG=1288.60
14
A DESIGN-BUILD COMPANY
RETENTION INFILTRATION
STRUCTURE
5
A DESIGN-BUILD COMPANY
6
Total Project Watts_1
Total Watts = 1852.301
Total Project Watts_1
Total Watts = 1852.301
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
ALL POINTS AT GRADE Illuminance Fc 2.35 12.0 0.0 N.A.N.A.
INSIDE PARKING LOT Illuminance Fc 4.13 12.0 0.7 5.90 17.14
Luminaire Schedule
Symbol Qty Label Arrangement Description LLF Lumens/Lamp Arr. Lum. Lumens Arr. Watts BUG Rating
6 A SINGLE KAD-400M R3 TB SCWA SPD04 DDB LPI 0.900 N.A.22815 191.7 B3-U0-G3
19 B SINGLE GRA-W-214T5-9WF-TLBL-WET-ADA-31 0.900 N.A.3759 41.3 B1-U0-G1
Based on the information provided, all dimensions and luminaire locations
shown represent recommended positions. The engineer and/or architect must
determine the applicability of the layout to existing or future field conditions.
This lighting plan represents illumination levels calculated from laboratory data
taken under controlled conditions in accordance with The Illuminating Engineering
Society (IES) approved methods. Actual performance of any manufacturer's luminaires
may vary due to changes in electrical voltage, tolerance in lamps/LED's and other
variable field conditions. Calculations do not include obstructions such as buildings,
curbs, landscaping, or any other architectural elements unless noted.
B
0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0
0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.3 0.3 0.3 0.3 0.5 0.7 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 1.0 1.1 1.0 0.9 0.8 0.6 0.5 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0
0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.7 0.5 0.5 0.5 0.7 1.3 2.0 2.6 2.7 2.7 2.2 2.0 2.1 2.3 2.1 2.2 2.3 2.0 2.0 2.3 2.5 2.8 2.9 2.5 1.8 1.2 0.9 0.6 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.0 0.0
0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.0 1.0 0.7 0.7 1.0 1.4 2.3 4.3 5.8 5.4 5.8 4.4 3.1 4.3 5.2 3.9 4.2 5.3 3.8 3.2 4.9 5.2 4.5 6.1 5.2 2.9 1.8 1.2 0.9 0.6 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.1
0.1 0.1 0.1 0.2 0.4 0.5 0.9 1.4 3.4 5.0 4.3 3.1 2.4 2.9 6.0 8.3 6.8 8.3 5.8 3.3 5.8 7.6 4.5 5.2 7.7 4.7 3.5 6.9 7.3 5.2 7.8 7.5 3.8 2.4 1.6 1.1 0.8 0.7 0.6 0.7 0.8 0.6 0.3 0.1 0.1 0.1
0.1 0.2 0.2 0.3 0.5 1.4 4.8 9.9 11.6 11.0 7.0 4.9 3.6 2.5 1.6 0.2 0.7 0.2 0.2 0.8 0.1 1.9 2.5 2.1 1.7 1.3 1.1 1.0 1.0 1.1 1.3 0.8 0.3 0.2 0.1 0.1
0.2 0.3 0.4 0.7 1.7 3.9 7.2 9.7 10.8 8.9 7.1 7.2 5.8 5.1 3.9 2.1 2.6 2.6 2.2 1.8 1.5 1.5 1.6 2.2 2.7 1.4 0.3 0.3 0.2 0.2
0.2 0.3 0.6 1.0 1.8 2.9 5.0 6.5 7.0 6.6 7.2 10.6 9.0 9.6 9.2 1.5 1.9 2.0 2.0 2.2 2.7 3.8 4.9 2.8 0.5 0.3 0.3 0.2
0.2 0.3 0.5 0.7 1.2 1.9 2.9 4.0 4.7 4.6 4.2 5.0 5.4 8.6 8.9 3.0 2.9 2.7 2.5 3.1 4.3 6.4 9.1 4.9 0.9 0.7 0.4 0.2
0.2 0.3 0.4 0.6 0.9 1.3 2.0 2.8 3.3 3.3 3.3 4.4 5.1 7.3 7.1 6.7 4.5 3.5 2.9 3.9 5.4 8.6 11.9 7.1 1.1 0.8 0.4 0.3
0.2 0.2 0.3 0.5 0.8 1.2 1.6 2.1 2.5 3.3 5.4 10.3 9.4 10.4 11.0 8.2 5.2 3.8 3.0 3.9 5.5 8.7 11.9 7.2 1.1 0.9 0.4 0.3
0.2 0.2 0.3 0.5 0.7 1.1 1.4 2.0 2.4 3.3 5.8 10.4 9.1 8.5 7.9 4.3 3.9 3.3 2.8 3.4 4.6 6.7 9.7 5.2 1.0 0.8 0.5 0.3
0.2 0.3 0.4 0.6 0.8 1.1 1.5 1.9 2.2 2.6 3.5 4.7 4.6 4.2 3.0 2.4 2.7 2.7 2.4 2.7 3.2 4.3 5.4 3.2 0.7 0.6 0.4 0.3
0.2 0.4 0.5 0.7 0.9 1.2 1.5 1.8 2.0 2.2 2.6 3.0 2.9 2.6 2.3 1.4 2.4 5.0 6.1 4.9 6.3 5.8 6.0 9.0 5.3 2.6 2.9 5.5 6.0 4.9 6.5 4.7 2.1 2.3 2.3 2.3 2.1 2.2 2.4 2.9 3.3 1.9 0.7 0.6 0.4 0.3
0.3 0.4 0.5 0.7 0.9 1.2 1.5 1.7 1.9 2.0 2.1 2.2 2.1 2.1 2.1 2.3 3.8 8.0 9.6 7.6 9.9 9.0 7.7 9.6 6.3 3.6 4.4 8.6 9.3 7.4 9.8 7.5 3.6 2.5 2.3 2.3 2.2 2.2 2.1 2.2 2.3 1.6 0.8 0.6 0.5 0.3
0.3 0.4 0.5 0.7 0.9 1.2 1.5 1.9 2.1 2.3 2.3 2.3 2.2 2.2 2.3 2.6 3.3 4.8 5.3 5.1 5.3 5.0 4.5 4.5 3.8 3.2 3.6 4.9 5.3 5.0 5.1 4.3 3.0 2.5 2.4 2.4 2.4 2.4 2.3 2.1 2.0 1.5 0.9 0.6 0.4 0.3
0.2 0.3 0.5 0.6 0.8 1.1 1.5 1.9 2.2 2.5 2.5 2.4 2.3 2.1 2.3 2.6 3.1 3.7 4.0 3.9 3.8 3.4 3.1 3.0 2.9 3.0 3.3 3.8 4.0 3.9 3.6 3.1 2.5 2.3 2.3 2.5 2.5 2.6 2.4 2.1 1.8 1.3 0.9 0.6 0.4 0.3
0.2 0.3 0.4 0.5 0.7 1.0 1.5 2.0 2.5 2.8 2.8 2.6 2.2 2.0 2.1 2.4 2.8 3.0 2.9 2.7 2.3 1.8 1.6 1.6 1.8 2.2 2.6 2.9 3.0 2.7 2.3 1.9 1.8 1.8 2.1 2.4 2.7 2.8 2.6 2.2 1.7 1.2 0.8 0.5 0.3 0.2
0.1 0.2 0.3 0.4 0.7 1.0 1.6 2.5 3.4 3.9 3.8 3.2 2.5 2.1 2.2 2.7 3.4 3.9 3.8 3.2 2.3 1.7 1.4 1.4 1.7 2.4 3.3 3.8 3.8 3.2 2.4 1.8 1.6 1.7 2.1 2.9 3.6 3.9 3.6 2.8 1.9 1.2 0.8 0.5 0.3 0.2
0.1 0.2 0.3 0.4 0.7 1.1 1.8 3.0 4.7 5.4 5.4 4.1 3.0 2.3 2.4 3.2 4.6 5.4 5.4 4.3 2.8 1.9 1.4 1.5 1.9 2.9 4.4 5.3 5.4 4.3 2.9 2.0 1.7 1.8 2.4 3.6 5.1 5.3 5.1 3.6 2.3 1.3 0.8 0.5 0.3 0.2
0.1 0.2 0.3 0.4 0.7 1.3 2.4 4.4 6.8 8.6 8.3 6.1 3.9 3.0 3.1 4.5 6.7 8.6 8.5 6.3 3.9 2.4 1.7 1.7 2.5 4.1 6.5 8.5 8.5 6.4 4.0 2.6 1.9 2.1 3.1 5.1 7.4 8.6 7.7 5.2 2.9 1.6 0.9 0.5 0.3 0.2
0.1 0.2 0.3 0.5 0.9 1.6 3.0 5.8 10.6 11.9 11.6 8.2 4.9 4.0 3.9 5.8 10.2 12.0 12.0 8.9 5.0 3.1 2.1 2.1 3.2 5.3 9.8 11.9 11.9 9.1 5.1 3.3 2.3 2.6 3.8 6.6 10.0 11.9 10.3 7.0 3.7 2.2 1.1 0.6 0.3 0.2
0.1 0.1 0.2 0.4 0.6 1.0 1.7 3.4 5.8 7.9 7.2 5.0 3.1 2.1 2.3 3.6 5.7 7.7 7.5 5.2 3.1 1.8 1.4 1.4 1.8 3.2 5.4 7.6 7.5 5.3 3.2 1.9 1.5 1.6 2.4 3.9 6.3 8.0 6.7 4.1 2.3 1.1 0.7 0.5 0.3 0.1
0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 1.0 1.1 1.1 0.9 0.7 0.6 0.6 0.7 1.0 1.2 1.1 0.9 0.6 0.5 0.5 0.5 0.5 0.6 0.9 1.1 1.1 0.9 0.7 0.6 0.5 0.6 0.6 0.7 1.0 1.1 1.0 0.7 0.4 0.3 0.2 0.2 0.2 0.1
0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.8 0.9 0.9 0.7 0.4 0.5 0.5 0.5 0.8 0.9 0.9 0.8 0.4 0.4 0.3 0.3 0.4 0.4 0.8 0.9 0.9 0.8 0.4 0.4 0.3 0.4 0.4 0.5 0.8 0.8 0.8 0.5 0.3 0.3 0.2 0.1 0.1 0.1
0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.5 0.3 0.3 0.3 0.3 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.2 0.2 0.1 0.1 0.1 0.0
SCALE:A LITHONIA KAD-400M
SCALE:B EVERGREEN GRANT SERIES
J
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H
G
F
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D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14
NOTE TO CONTRACTOR
3
4
2
1
DESCRIPTIONNO.BY DATE
REVISIONS
SUBMITTAL
OWNER NAME & ADDRESS
PROJECT NAME & ADDRESS
CONFIDENTIALITY STATEMENT
SHEET NUMBER
SHEET TITLE
1
A
B
C
D
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2 3 4 5 6
J
7 8 109 11 12 13 14
DRAWN BY:
DATE DRAWN:
CHECKED BY:
DATEBYNO.DESCRIPTION
DESIGNED BY:
SCALE:
I
JOB No CUP No
CONSULTANT/ SEALS
Plotted: Thursday, January 21, 2016 9:33 AM M:\_Current Projects\E91915 La Quinta Hotel Dexter Ave Lake Elsinore\_CAD\1. Architectural\SHEETS\LO-1.0 SITE PHOTOMETRIC PLAN.dwgMR. PALJANTINDER SINGH
MRS. BHUPINDER KAUR
45029 PROMISE RD
LAKE ELSINORE CA 92532
LA QUINTA
HOTEL
NEC DEXTER AVE. & THIRD ST
LAKE ELSINORE CA 92532
E91915 CUP NO.
A DESIGN-BUILD COMPANY
5+6'2.#0
2*161/'64+%
.1Ä
WS
WS
JK
09.02.15
1/16" = 1'-0"
00 10'20'