HomeMy WebLinkAboutAttachment 8A - Architectural and Landscape PlansPROJECT SITE
BUILIDNG DEPARTMENT:CITY OF CHULA VISTA
APPLICABLE CODES:2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA FIRE CODE (WITH LOCAL AMENDMENTS)
2019 STATE OF CALIFORNIA ENERGY CODE
2019 STATE OF CALIFORNIA GREEN BUILDING CODE
2019 STATE OF CALIFORNIA TITLE 24 ACCESSIBILITY STANDARDS
TITLE 15 OF THE CHULA VISTA MUNICIPAL CODE (CVMC)
ZONING CLASSIFICATION:IL (LIMITED INDUSTRIAL)
OCCUPANCY CLASSIFICATION:PER CBC CHAPTER 3 - B / S-1
OCCUPANCY SEPARATION:PER CBC TABLE 508.4 - NO SEPARATION REQUIREMENT
TYPE OF CONSTRUCTION:PER CBC CHAPTER 6 (SECTION 602)
BUILDING 1 - IIIB
BUILIDNG 2 - IIIB
BUILDING 3 - IB
BUILDING 4 - IIIB
SPRINKLED:YES
NUMBER OF STORIES:1-3
ASSESSOR'S PARCEL NO.:644-050-13, 644-050-14, PORTION OF 644-050-08
LEGAL DESCRIPTION:PARCEL 1 OF PARCEL MAP NO. 21587 IN THE CITY OF CHULA VISTA,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AS PER MAP
RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAID
COUNTY, MAY 18, 2018.
PARCEL "A" PER LOT LINE ADJUSTMENT PLAT NO. 21-XX APPROVED
BY THE CITY OF CHULA VISTA ON XXXXX XX 2022 FILE NO. ER-XXX,
RECORDED ON XXXXX XX, 2022 AS DOCUMENT NO. 2022-XXXXXXXX.
PROJECT SCOPE:THREE (3) NEW 2-STORY WAREHOUSE BUILDINGS WITH MEZZANINES
AND ONE (1) NEW 3-STORY STORAGE BUILDING ALL TOTALING
299,218 SF.
TENANT OCCUPANCY:BUILDING 1 - WAREHOUSE (S-1) 60,430 S.F.
BUILIDING 2 - WAREHOUSE (S-1) 48,658 S.F.
BUILIDING 3 - SELF-SERVICE STORAGE (S-1) 140,802 S.F.
BUILIDNG 4 - WAREHOUSE (S-1) 49,328 S.F.
LOT:579,976 S.F.13.31
(ACRES)
GROSS SQUARE FOOTAGE:299,218 S.F.
BUILDING COVERAGE:.34 %
LANDSCAPE AREA REQUIRED (15%):86,996 S.F.
LANDSCAPE COVERAGE:25 %
STANDARD PARKING PROVIDED:294 STALLS
ACCESSIBLE PARKING REQUIRED:7 STALLS
WAREHOUSE_140,696 S.F /1000 141 REQUIRED
CLEAN AIR VEHICLE REQUIRED:8 %
OFFICE_9,808 S.F/ 300 33 REQUIRED
TOTAL REQUIRED 201 REQUIRED
FAR:.516
PARKING AREA LANDSCAPE REQUIRED (10%):7,797 S.F.
PARKING LANDSCAPE PROVIDED:18,404 S.F.
ACCESSIBLE PARKING PROVIDED:15 STALLS
VAN ACCESSIBLE PARKING PROVIDED:7 STALLS
EV CHARGING REQUIRED:6 %
BICYCLE PARKING REQUIRED:15 STALLS
BICYCLE LOCKERS PROVIDED:15 STALLS
TOTAL PROVIDED (NOT INCLUDING STORAGE PARKING)290
MEZZANINE_7,865 S.F/ 300 27 REQUIRED
LANDSCAPE PROVIDED:150,532 S.F.
TOTAL PARKING LOT AREA 77,973 S.F.
TOTAL PROVIDED (INCLUDING STORAGE PARKING)309
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
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Approver
Author
SDG21-0055-00
A0.1
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DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
SHEET INDEX
TOTAL
SHEETS
130
ELECTRICAL
E0.1 SHEET INDEX AND NOTES
E010 OVERALL SITE PLAN
E011 SITE LIGHTING PLAN 1
E012 SITE LIGHTING PLAN 2
E100 SITE PHOTOMETRICS 1
E101 SITE PHOTOMETRICS 2
E200 DETAIL SHEET
ELECTRICAL SHEET COUNT: 7
LANDSCAPE
L0.1 SHEET INDEX AND NOTES
L1.0 PRELIMINARY LANDSCAPE LEGENDS & NOTES
L1.1 PRELIMINARY LANDSCAPE PLAN
L1.2 PRELIMINARY LANDSCAPE PLAN
L1.3 PRELIMINARY LANDSCAPE PLAN
L2.1 PRELIMINARY SHADING DIAGRAM
L2.2 PRELIMINARY SHADING DIAGRAM
L2.3 PRELIMINARY SHADING DIAGRAM
L3.0 LANDSCAPE AREA TABULATIONS
L4.1 MAIN STREET IMPROVEMENTS MSE WALL PLANTING
L5.1 FENCE AND WALL PLAN
LANDSCAPE SHEET COUNT: 11
CIVIL
C1.0 TITLE SHEET
C2.0 EXISTING CONDITIONS
C3.0 PRELIMINARY GRADING PLAN
C4.0 PRELIMINARY GRADING PLAN
C5.0 PRELIMINARY UTILITY PLAN
C6.0 PRELIMINARY UTILITY PLAN
C7.0 SITE SECTIONS
CIVIL SHEET COUNT: 7
OWNERS
ARCHITECT
P 858.638.7277
3911 SORRENTO VALLEY BLVD, SUITE #120
SAN DIEGO, CA 92121
ANDY DZULYNSKY
adzulynsky@waremalcomb.com
2390 E. CAMELBACK RD. STE. 305
VWP-OP NIRVANA OWNER, LLC
Andrew M. Gracey
PHOENIX, AZ 85016
858-378-4036
858-378-4036
andrew@onpointdev.com
OWNER'S CONSULTANTS
PASCO LARET SUITER & ASSOCIATES
CIVIL ENGINEER
GREGORY W. LANG, P.E.
535 N HIGHWAY 101, SUITE A
SOLANA BEACH, CA 92075
PH: (858) 259-8212 x103
glang@plsaengineering.com
GEOCON, INCORPORATED
GEOTECHNICAL ENGINEER
ROD MIKESELL
6960 FLANDERS DRIVE
SAN DIEGO, CA 92127
PH: (858) 558-6900 x220
mikesell@geoconinc.com
ARCHITECT'S CONSULTANTS
PRIMARY CONTACT:
PH:
EMAIL:
ALTERNATE CONTACT:
PH:
EMAIL:
TBD
STRUCTURAL ENGINEER
ADDRESS LINE 1
ADDRESS LINE 2
CITY, STATE XXXXX
(XXX) XXX-XXXX
CONTACT
(XXX) XXX-XXXX
XXX@XXX.XXX
(XXX) XXX-XXXX
XXX@XXX.XXX
PRIMARY CONTACT:
PH:
EMAIL:
ALTERNATE CONTACT:
PH:
EMAIL:
TBD
MECHANICAL ENGINEER
ADDRESS LINE 1
ADDRESS LINE 2
CITY, STATE XXXXX
(XXX) XXX-XXXX
CONTACT
(XXX) XXX-XXXX
XXX@XXX.XXX
(XXX) XXX-XXXX
XXX@XXX.XXX
PRIMARY CONTACT:
PH:
EMAIL:
ALTERNATE CONTACT:
PH:
EMAIL:
TBD
PLUMBING ENGINEER
ADDRESS LINE 1
ADDRESS LINE 2
CITY, STATE XXXXX
(XXX) XXX-XXXX
CONTACT
(XXX) XXX-XXXX
XXX@XXX.XXX
(XXX) XXX-XXXX
XXX@XXX.XXX
MPE CONSULTING
ELECTRICAL ENGINEER
NICK KNOTT
10807 THORNMINT ROAD
SAN DIEGO, CA 92127
PH: (858) 673-4445
nick@mpeconsulting.com
RIDGE LANDSCAPE ARCHITECTS
LANDSCAPE ARCHITECT
SOO WAI-KIN
8841 RESEARCH DRIVE, SUITE 200
IRVINE, CA 92618
PH: (949) 387-1323 x33
Soo@ridgela.com
ARCHITECTURAL
A0.1 TITLE SHEET
A1.0 SITE PLAN
A1.1 WEST WALL AND FENCE PLAN
A1.2 EAST WALL AND FENCE PLAN
A1.3 FIRE ACCESS PLAN
A1.4 FIRE CONTROL ROOM PLANS AND DETAIL
A1.5 SITE PARCELS PLAN
A2.1-1 BUILDING 1 - FIRST FLOOR PLAN
A2.2-1 BUILDING 1 - SECOND FLOOR PLAN
A3.1-1 BUILDING 1 - ROOF PLAN
A4.1-1 BUILDING 1 - EXTERIOR ELEVATIONS
A5.0-1 BUILDING 1 - BUILDING SECTIONS
A9.0-1 BUILDING 1 - PERSPECTIVE
A2.1-2 BUILDING 2 - FIRST FLOOR PLAN
A2.2-2 BUILDING 2 - SECOND FLOOR PLAN
A3.1-2 BUILDING 2 - ROOF PLAN
A4.1-2 BUILDING 2 - EXTERIOR ELEVATIONS
A5.0-2 BUILDING 2 - BUILDING SECTIONS
A9.0-2 BUILDING 2 - PERSPECTIVE
A2.1-3 BUILDING 3 - FIRST FLOOR PLAN
A2.2-3 BUILDING 3 - FIRST FLOOR UNIT MIX PLAN
A2.3-3 BUILDING 3 - SECOND FLOOR PLAN
A2.4-3 BUILDING 3 - SECOND FLOOR UNIT MIX PLAN
A2.5-3 BUILDING 3 - THIRD FLOOR PLAN
A2.6-3 BUILDING 3 - THIRD FLOOR UNIT MIX PLAN
A3.1-3 BUILDING 3 - ROOF PLAN
A4.1-3 BUILDING 3 - EXTERIOR ELEVATIONS
A5.0-3 BUILDING 3 - BUILDING SECTIONS
A9.0-3 BUILDING 3 - PERSPECTIVE
A2.1-4 BUILDING 4 - FIRST FLOOR PLAN
A2.2-4 BUILDING 4 - SECOND FLOOR PLAN
A3.1-4 BUILDING 4 - ROOF PLAN
A4.1-4 BUILDING 4 - EXTERIOR ELEVATIONS
A5.0-4 BUILDING 4 - BUILDING SECTIONS
A9.0-4 BUILDING 4 - PERSPECTIVE
A6.0 TRASH ENCLOSURE PLAN AND ELEVATIONS
ARCHITECTURAL SHEET COUNT: 36
NIRVANA BUSINESS PARK
821 MAIN STREET
CHULA VISTA, CA 91911
N
NOT TO SCALE
PROJECT DATA
EXISTING TOTAL NUMBER OF LOTS:
PROPOSED NUMBER OF LOTS:
2
4
ATTEMP
ATTEMP
ATTEMP
ATTEMP
ATTEMP
ATTEMP
ATTEMP
A TTEM PA TTEM P
A TTEM PA TTEM P
T
T
T
T
FIRE LANE (HATCHED)
LANDSCAPE AND
PAVEMENT,
WHERE OCCURS
WITHIN THE LOADING AND
UNLOADING ACCESS AISLE PAINT
THE WORD "NO PARKING" IN 12"
HIGH LETTERS MIN.
NOTE:
PAINT DIRECTIONAL ARROWS AT
DRIVEWAY AND ENTRY PARKING AS
REQUIRED PER CITY STANDARDS
0" CONCRETE CURB
CONCRETE CURB
CONCRETE WHEEL STOP
4" WIDE STRIPE PAINTED
BLUE
4" WIDE STRIPING
PAINTED WHITE, TYP.
NO
PARKING
SLOPE DN
8.33% MAX.
REGULAR STALL
9'-0"
1
9
'
-
0
"
9'-0" 8'-0"
2'-0"
.
19
'
-
0
"
TY
P
3'-0"
ACCESSIBLE STALL
8'-10"8'-0" @ VAN
LINE OF SIGHT
101
113
102
110
109
119 117117 107 119
113
113
113
103
104
106
105
TYP.
105
103
104
103
104
103 104
106
103
104 TYP.
105105
106
103
104
107
114
115
114 115 119107
104
103
115
114
107
115
114
108
1
9
'
-
0
"
2
4
'
-
0
"
1
9
'
-
0
"
1
9
'
-
0
"
2
4
'
-
0
"
1
9
'
-
0
"
101
BUILDING 1
(INDUSTRIAL)
BUILDING TYPE VB
CLEAR HT: 28'
FOOTPRINT: 58,780 SF
MEZZANINE: 1,650 SF
GROSS FLOOR AREA: + 60,430 SF
BUILDING 2
(INDUSTRIAL)
BUILDING TYPE VB
CLEAR HT: 28'
FOOTPRINT: 44,670 SF
MEZZANINE: 3,985 SF
GROSS FLOOR AREA: + 48,658 SF
BUILDING 3
(SELF-STORAGE)
BUILDING TYPE IIB
FOOTPRINT: 46,934 SF
3-STORY BUILDING
GROSS FLOOR AREA: + 140,802 SF
BUILDING 4
(INDUSTRIAL)
BUILDING TYPE VB
CLEAR HT: 28'
FOOTPRINT: 47,101 SF
MEZZANINE: 2,227 SF
GROSS FLOOR AREA: + 49,328 SF
OFFICE W/
MEZZANINE
(1,650 SF)
OFFICE W/
MEZZANINE
(951 SF)
OFFICE W/
MEZZANINE (1,443 SF)
OFFICE IF
NEEDED
(784 SF)
OFFICE W/
MEZZANINE
(813 SF)
OFFICE W/
MEZZANINE
(1,414 SF)
26'-0"
36'-0"
26'-0"
SETBACK TO FACE OF CURB
15'-0"
3'-6"
WIDE BATTER WALL
11'-6"
SETBACK
15'-0"
83'-8"
5
'
-
0
"
9
'
-
8
"
5 2 '-4 "
60'-0"
101
MAI N S T RE ET
33
23
13
7
41
46
50
58
67
74
121
130
138
144
149
84
94
104
114
159
169
179
189 195
200
214
254
263
272
281
290
205
216
224 232
240
245
309
300
118
5
'
-
0
"118
5'-0"
9
'
-
0
"
1 9 '-0 "
42'-11"24'-0"
9 '-0 "5 '-0"
1 0 '-0 "
3 '-0"
124
124
124
2
A1.0
107
25,697 SF
33,058 SF
6 0 '-0 "
DEMISING WALL IF
NEEDED FOR
2 TENANTS
7,402 SF
11,619 SFOFFICE W/ MEZZANINE (1,594 SF)
25,627 SF
LOADING PLATFORM W/
DOCK LEVELER & LADDER
2 6 '-0 "
1 3 '-0 "
ASPHALT ASPHALTASPHALT
107
ASPHALT
108
4' DEPRESSED
13'-0" x 60'-0"
DOCK WELL
CAN ACCOMMODATE
DOUBLE SWING GATE
CAN ACCOMMODATE
DOUBLE SWING GATE
NIRVANA STREET
6
0
'
-
0
"
2
2
'
-
0
"
ASPHALT60'-0 "
CLEARANCE
30'-0"
1
5
'
-
0
"
1
5
'
-
0
"
3 0 '-1 0 "
5 2 '-0 "5 2 '-0 "5 2 '-0 "5 2 '-0 "5 2 '-0 "3 0 '-1 0 "
OFFICE IF
NEEDED
(1,159 SF)
1 6 '-0 "
3 4 '-5 "
CANOPY
CANOPY
26'-0"
111111
111111
111111
111111
111111
101119107
1 9 '-0 "2 4 '-0 "1 9 '-0 "
40'-6"
19'-0"
24'-0"
19'-0"
9'-0"
9
'-
0"
9,756 SF
11,218 SF
26,127 SF
OFFICE
(1,207 SF)
14'-6"
14'-6"
30'-0"
10'-0"10'-0"
30'-0"
10'-0"10'-0"
1(B1)
2(B1)
3(B1)
4(B1)
5(B1)
6(B1)
7(B1)
8(B1)
9(B1)
10(B1)
11(B1)
12(B1)
13(B1)
14(B1)
15(B1)
16(B1)
17(B1)
19(B1)
18(B1)
22(B1)
23(B1)
24(B1)
25(B1)
26(B1)
27(B1)
29(B1)
28(B1)
32(B1)
33(B1)
31(B1)
30(B1)
20(B1)
21(B1)
34(B1)
35(B1)
36(B1)
37(B1)
38(B1)
39(B1)
40(B1)
41(B1)
42(B1)
43(B1)
44(B1)
45(B1)
46(B1)
75(B1)76(B1)77(B1)78(B1)79(B1)80(B1)81(B1)82(B1)83(B1)84(B1)
85(B1)86(B1)87(B1)88(B1)89(B1)90(B1)91(B1)92(B1)93(B1)94(B1)
95(B1)96(B1)97(B1)98(B1)99(B1)100(B1)
103(B1)104(B1)
101(B1)102(B1)
105(B1)106(B1)107(B1)108(B1)109(B1)110(B1)111(B1)112(B1)113(B1)114(B1)
150(B2)151(B2)152(B2)153(B2)154(B2)155(B2)156(B2)157(B2)158(B2)159(B2)
160(B2)161(B2)162(B2)163(B2)164(B2)165(B2)166(B2)167(B2)168(B2)169(B2)
170(B2)171(B2)172(B2)173(B2)174(B2)175(B2)176(B2)177(B2)178(B2)179(B2)
180(B2)181(B2)182(B2)183(B2)184(B2)185(B2)186(B2)187(B2)188(B2)189(B2)190(B2)191(B2)192(B2)193(B2)194(B2)195(B2)
47(B1)48(B1)
49(B1)50(B1)
51(B1)52(B1)53(B1)54(B1)55(B1)56(B1)57(B1)58(B1)
59(B1)60(B1)61(B1)62(B1)63(B1)64(B1)65(B1)66(B1)67(B1)
68(B1)69(B1)
70(B1)71(B1)72(B1)73(B1)74(B1)
115(B2)116(B2)117(B2)118(B2)119(B2)120(B2)121(B2)
122(B2)123(B2)124(B2)125(B2)126(B2)127(B2)
128(B2)129(B2)130(B2)
131(B2)132(B2)133(B2)134(B2)135(B2)136(B2)137(B2)138(B2)139(B2)140(B2)141(B2)142(B2)143(B2)144(B2)145(B2)146(B2)147(B2)148(B2)149(B2)
196(B3)
206(B3)207(B3)208(B3)209(B3)210(B3)211(B3)212(B3)213(B3)214(B3)246(B4)247(B4)248(B4)249(B4)250(B4)251(B4)252(B4)253(B4)254(B4)
255(B4)256(B4)257(B4)258(B4)259(B4)260(B4)261(B4)262(B4)263(B4)264(B4)265(B4)266(B4)267(B4)268(B4)269(B4)270(B4)271(B4)272(B4)
273(B4)274(B4)275(B4)276(B4)277(B4)278(B4)279(B4)280(B4)281(B4)
282(B4)283(B4)284(B4)285(B4)286(B4)287(B4)288(B4)289(B4)290(B4)
215(B4)216(B4)217(B4)
218(B4)219(B4)220(B4)221(B4)222(B4)223(B4)224(B4)
225(B4)226(B4)227(B4)228(B4)229(B4)230(B4)231(B4)232(B4)
233(B4)234(B4)235(B4)236(B4)237(B4)238(B4)239(B4)240(B4)
241(B4)242(B4)243(B4)244(B4)
245(B4)
291(B4)
292(B4)
293(B4)
294(B4)
295(B4)
296(B4)
297(B4)
298(B4)
299(B4)
300(B4)
301(B4)
302(B4)
303(B4)
304(B4)
305(B4)
306(B4)
307(B4)
308(B4)
309(B4)
197(B3)
198(B3)
199(B3)
200(B3)
201(B3)
202(B3)
203(B3)
204(B3)
205(B3)
124
124
124
FIRE PUMP
HOUSE
FIRE CONTROL ROOM:
25 SF
FIRE CONTROL ROOM:
22 SF
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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7
4
Z
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8/4/2022 8:10:49 AM
Approver
Author
SDG21-0055-00
A1.0
NI
R
V
A
N
A
B
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S
S
PA
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82
1
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1
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1
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SI
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P
L
A
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DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
KEYNOTES:LEGEND
N
SCALE: 1/8" = 1'-0"3TYPICAL PARKING STALLS
NTS 2Retaining Wall Section
SCALE: 1" = 80'-0"1SITE PLAN
101 PROPERTY LINE, SEE CIVIL DRAWINGS.
102 ACCESSIBLE ENTRY SIGNAGE, SEE 6/A8.1.
103 ACCESSIBLE PARKING STALL WITH SIGNAGE.
104 VAN ACCESSIBLE PARKING STALL WITH SIGNAGE.
105 PAINTED PARKING STRIPING PER CITY STANDARDS.
106 2'-0" PARKING OVERHANG.
107 TRASH ENCLOSURE WITH RECYCLE BIN. FOOD WASTE AND ORGANICS WILL
BE RECYCLED AND NOT DISPOSED IN LANDFILL. CONCRETE APRON IN
FRONT OF ENCLOSURE EXTENDS 12'-0" FROM THE GATES AND OVERHANGS
AT LEAST 2'-0" ON EACH SIDE OF ENCLOSURE.
108 ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE,
SEE CIVIL DRAWINGS.
109 FIRE LANE ENTRY SIGNAGE, SEE 7/A8.1.
110 FIRE LANE SIGNAGE, SEE 8/A8.1.
111 FIRE LANE (MINIMUM OF 24'-0" IN WIDTH AND WITH AN UNOBSTRUCTED
VERTICAL CLEARANCE OF 13'-6" THROUGHOUT).
113 BATTER RETAINING WALL (PLANTED).
114 BIKE RACK.
115 AMENITY AREA - REFER TO LANDSCAPE PLANS.
117 PROPOSED DRAINAGE EASEMENT TO CITY OF CHULA VISTA.
118 5'-0" SETBACK FROM FACE OF RETAINING WALL TO BACK OF CURB.
119 VERTICAL SOIL NAIL CONCRETE RETAINING WALL ALONG NORTH EDGE OF
PROPERTY. REFER TO LANDSCAPE SHEET 5.1 FOR SECTION.
124 19 PARKING SPACES (B3) FOR STORAGE FACILITY.
ATTEMP
ATTEMP
ATTEMP
T
T
FIRE LANE (HATCHED)
MAI N S T RE ET
NIRVANA STREET
121
122
TYP.
123
121
122
119 120 119 120
121 122
121 122
TYP.
125
TYP.
123
TYP.
125
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JOB NO.:
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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8/4/2022 8:10:51 AM
Approver
Author
SDG21-0055-00
A1.1
NI
R
V
A
N
A
B
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E
S
S
PA
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N
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PL
A
N
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
N
119 VERTICAL SOIL NAIL CONCRETE RETAINING WALL ALONG NORTH EDGE OF
PROPERTY. REFER TO LANDSCAPE SHEET 5.1 FOR SECTION.
120 TYPICAL CALTRANS HIGHWAY CABLE RAIL FENCE (42" HIGH) MOUNTED ON
TOP OF VERTICAL RETAINING WALL ALONG NORTH EDGE OF PROPERTY.
REFER TO LANDSCAPE SHEET 5.1 FOR ELEVATION.
121 SLOPED MSE RETAINING WALL ALONG SOUTH, WEST AND EAST EDGE OF
PROPERTY. REFER TO LANDSCAPE SHEET 5.1 FOR SECTION.
122 5'-0" HIGH WROUGHT IRON FENCE ON TOP OF SLOPED SOUTH, WEST AND
EAST RETAINING WALL.
123 CRASH BARRIER FENCE 24" BEHIND BACK OF CURB ALONG SOUTH AND
WEST PL. REFER TO LANDSCAPE SHEET 5.1 FOR ELEVATION.
125 WHEEL STOPS ALONG CRASH BARRIER FENCE.
KEYNOTES:LEGEND
SCALE: 1" = 40'-0"1WEST WALL AND FENCE PLAN
ATTEMP
ATTEMP
ATTEMP
ATTEMP
A TTEM PA TTEM P
A TTEM PA TTEM P
T
T
FIRE LANE (HATCHED)
119 120 120119119120
121 122
121
121 122
122
TYP.
125
TYP.
125
TYP.
123
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JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
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.
CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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4
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8/4/2022 8:10:52 AM
Approver
Author
SDG21-0055-00
A1.2
NI
R
V
A
N
A
B
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S
S
PA
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82
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W
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D
F
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PL
A
N
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
N
119 VERTICAL SOIL NAIL CONCRETE RETAINING WALL ALONG NORTH EDGE OF
PROPERTY. REFER TO LANDSCAPE SHEET 5.1 FOR SECTION.
120 TYPICAL CALTRANS HIGHWAY CABLE RAIL FENCE (42" HIGH) MOUNTED ON
TOP OF VERTICAL RETAINING WALL ALONG NORTH EDGE OF PROPERTY.
REFER TO LANDSCAPE SHEET 5.1 FOR ELEVATION.
121 SLOPED MSE RETAINING WALL ALONG SOUTH, WEST AND EAST EDGE OF
PROPERTY. REFER TO LANDSCAPE SHEET 5.1 FOR SECTION.
122 5'-0" HIGH WROUGHT IRON FENCE ON TOP OF SLOPED SOUTH, WEST AND
EAST RETAINING WALL.
123 CRASH BARRIER FENCE 24" BEHIND BACK OF CURB ALONG SOUTH AND
WEST PL. REFER TO LANDSCAPE SHEET 5.1 FOR ELEVATION.
125 WHEEL STOPS ALONG CRASH BARRIER FENCE.
KEYNOTES:LEGEND
SCALE: 1" = 40'-0"1EAST WALL AND FENCE PLAN
City of Chula Vista Ladder Truck
Custom
(c) 2022 Transoft Solutions, Inc. All rights reserved.
City of Chula Vista Ladder TruckCustom( c) 202 2 Tran soft S olutio ns, In c. A ll right s rese rved.
City of Chula Vista Ladder Truck
Custom
(c) 2022 Transoft Solutions, Inc. All rights reserved.
City of Chula Vista Ladder Truck
Custom
(c) 2022 Transoft Solutions, Inc. All rights reserved.
City of Chula Vista Ladder Truck
Custom
(c) 2022 Transoft Solutions, Inc. All rights reserved.
T
T
T
T
FIRE LANE (HATCHED)
GENERAL NOTES
SEE SHEET G0.2 & G0.2a FOR GENERAL NOTES
1
9
'
-
0
"
2
4
'
-
0
"
1
9
'
-
0
"
BUILDING 1
(INDUSTRIAL)
BUILDING 2
(INDUSTRIAL)
BUILDING 3
(SELF-STORAGE)
BUILDING 4
(INDUSTRIAL)
26'-0"
36'-0"
26'-0"
83'-8"
5
'
-
0
"
5 2 '-4 "
60'-0"
MAIN STREET5
'
-
0
"
5'-0"
42'-11"
24'-0"
9 '-0 "
2
A1.0
6 0 '-0 "
2 6 '-0 "
1 3 '-0 "
ASPHALT ASPHALT
4' DEPRESSED
DOCK WELL
CAN ACCOMMODATE
DOUBLE SWING GATE
NIRVANA STREET
6
0
'
-
0
"
2
2
'
-
0
"
6 0 '-0 "
CLEARANCE
30'-0"
1
6
'
-
0
"
1
6
'
-
0
"
1 6 '-0 "
3 4 '-5 "CANOPY
R 4 7'-6 "
26'-0"
101
102
110
109
103
104
105
TYP.
105
103
104
103
104
103
104 103
104 TYP.
105105
103
104
104
103
108 101101
108
111111
111111
111111
111111
111111
101
CANOPY
CAN ACCOMMODATE
DOUBLE SWING GATE
1 9 '-0 "2 4 '-0 "1 9 '-0 "
1
9
'
-
0
"
2
4
'
-
0
"
1
9
'
-
0
"
9
'
-
8
"
9
'
-
0
"
1 9 '-0 "
R 71'-6"
ASPHALT
R 6 7 '-3 1 /2 "
R 43'-0"
19'-0"
24'-0"
19'-0"
9'-0"
A1.4
2
A1.4
1
44'-2"
111111
44'-2"
10'-0"
10'-0"
231'
187'
252'
280'-9"
2 0 3 'FIRE PUMP
HOUSE
ASPHALTASPHALT
BUILDING TYPE VB
CLEAR HT: 28'
FOOTPRINT: 58,780 SF
MEZZANINE: 1,650 SF
GROSS FLOOR AREA: + 60,430 SF
BUILDING TYPE VB
CLEAR HT: 28'
FOOTPRINT: 44,670 SF
MEZZANINE: 3,985 SF
GROSS FLOOR AREA: + 48,658 SF
BUILDING TYPE IIB
FOOTPRINT: 46,934 SF
3-STORY BUILDING
GROSS FLOOR AREA: + 140,802 SF
23'-0"
2 7 6 '
2 0 7 '
2 0 9 '
206'
2 0 8 '
191'
1 9 9 '
1 9 8 '
2
0
6
'
-
0
"
24'-0"
26'-0"
26'-0"
25'-0"
1 9 8 '
197'-4"
1
0
1
'
BUILDING TYPE VB
CLEAR HT: 28'
FOOTPRINT: 47,101 SF
MEZZANINE: 2,227 SF
GROSS FLOOR AREA: + 49,328 SF
A1.4
3
A1.4
4
1 8 7 '-9 "
103'-10"
261'-3"
1 9 9 '-0 "
100'-0"
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Approver
Author
SDG21-0055-00
A1.3
NI
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A
N
A
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9
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P
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A
N
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
KEYNOTES:LEGEND
101 PROPERTY LINE, SEE CIVIL DRAWINGS.
102 ACCESSIBLE ENTRY SIGNAGE, SEE 6/A8.1.
103 ACCESSIBLE PARKING STALL WITH SIGNAGE.
104 VAN ACCESSIBLE PARKING STALL WITH SIGNAGE.
105 PAINTED PARKING STRIPING PER CITY STANDARDS.
108 ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE,
SEE CIVIL DRAWINGS.
109 FIRE LANE ENTRY SIGNAGE, SEE 7/A8.1.
110 FIRE LANE SIGNAGE, SEE 8/A8.1.
111 FIRE LANE (MINIMUM OF 24'-0" IN WIDTH AND WITH AN UNOBSTRUCTED
VERTICAL CLEARANCE OF 13'-6" THROUGHOUT).
A. MAINTAIN ¼” PER FOOT MINIMUM SLOPE THROUGHOUT ROOF.
B. WALKWAY PADS TO BE PROVIDED AT AREAS SHOWN AND TO INCLUDE ALL EQUIPMENT
INSTALLATIONS, DOORWAYS, STAIR/LADDER LANDINGS, AND OTHER AREAS REQUIRING
REGULAR MAINTENANCE.
C. CONTRACTOR TO PROVIDE COVERS, ENCLOSURES, AND/OR SEALANTS AT ALL ROOF
PENETRATIONS, PIPES, CURBS, DUCTS, AND CONNECTIONS. COORDINATE AND REFER TO
MECHANICAL/ELECTRICAL DISCIPLINES FOR ADDITIONAL INFORMATION.
D. PROVIDE TAPERED INSULATION ROOF CRICKETS AT MECHANICAL UNITS AS REQUIRED. MIN
SLOPE TO BE 1/4" / 1' 0". PROVIDE VALLEY SLOPES AS REQUIRED BY AHJ AND WARRANTY
REQUIREMENTS
E. ALL DIMENSIONS ARE FOR GENERAL ARRANGEMENT AND LOCATION ONLY. ACTUAL
REQUIREMENTS AND DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH
EQUIPMENT,SHOP DRAWINGS, AND STRUCTURAL FRAMING.
F. SEE STRUCTURAL FRAMING PLAN FOR ROOF DECK HEIGHTS TO ESTABLISH ROOF SLOPES
AND ROOF MEMBER LOCATIONS.
G. NO CONDUIT ON ROOF.
H. ALL COMPONENTS FOR THE ROOF DRAINAGE SYSTEM SHALL BE SIZED BASED ON
A STORM OF 60 MINUTES DURATION AND 100 YEAR RETURN PERIOD PER LOCAL
BUILDING CODE.
I. ALL ROOF MATERIALS SHALL COMPLY W/ THE STANDARDS AS SPECIFIED BY LOCAL
CODE AND SHALL HAVE A FIRE CLASSIFICATION AS REQUIRED
J. ALL ROOF DRAINS SHALL COMPLY WITH LOCAL BUILDING CODE. ALL STORM DRAINS SHALL
PROVIDE CLEAN OUTS AND OVERFLOWS AS REQUIRED BY CODE.
K. ALL ROOF TOP EQUIPMENT AND DEVICES REQUIRING MAINTENANCE SHALL BE NO CLOSER
THAN 20 FEET FROM THE PARAPET WALL.
FIRE NOTES
A. "FIRE APPARATUS ACCESS ROADS AND WATER SUPPLIES FOR FIRE PROTECTION, SHALL BE
INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING TIME OF CONSTRUCTION. CFC 501.4"
(NEW ISSUE)
B. "FIRE APPARATUS ACCESS ROADS AND WATER SUPPLIES FOR FIRE PROTECTION, SHALL BE
INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING TIME OF CONSTRUCTION. CFC 501.4"
(NEW ISSUE)
C. "DEAD-END FIRE APPARATUS ACCESS ROADS IN EXCESS OF 150 FEET IN LENGTH SHALL BE
PROVIDED WITH AN APPROVED AREA FOR TURNING AROUND FIRE APPARATUS. CFC 503.2.5. SEE
APPENDIX D CFC FIGURE D103.1 RADIUS 30' INSIDE 50' OUTSIDE." (NEW ISSUE)
D. "AERIAL FIRE ACCESS ROAD(S) ADJACENT TO BUILDINGS THAT ARE GREATER THAN 30 FEET
IN HEIGHT FROM GRADE PLANE, SHALL HAVE A MINIMUM WIDTH OF 26 FEET. THE PROXIMAL EDGE
OF AERIAL FIRE ACCESS SHALL BE A MINIMUM OF 15-30 FEET FROM THE BUILDING FACADE(S)
AND/OR PLUMB LINE OF EAVE(S). AERIAL ACCESS SHALL BE PROVIDED ALONG ONE ENTIRE LONG
SIDE(S) OF THE BUILDING(S). SHOW ALL PROPOSED LOCATIONS WHERE AERIAL ACCESS IS BEING
PROVIDED. (SEE CFC APPENDIX D/FPB POLICY A-14-1)" (NEW ISSUE)
E. "POST INDICATOR VALVES, FIRE DEPARTMENT CONNECTIONS, AND ALARM BELL ARE TO BE
LOCATED ON THE ADDRESS/ACCESS SIDE OF THE STRUCTURE. CFC 912.2.1" (NEW ISSUE)
F. " ALL REQUIRED HOSE PULLS ARE SHOWN TO REACH ALL PORTIONS OF THE EXTERIOR OF
THE BUILDING(S) PER POLICY A- 14-1. HOSE PULL IS MEASURED FROM THE FIRE APPARATUS
(ENGINE) WHEN THE FIRE ENGINE IS IN A FIRE ACCESS ROAD/LANE. HOSE PULL CAN BE
MEASURED FROM MULTIPLE LOCATIONS WITHIN THE ACCESS ROAD/LANE. THE HOSE PULLS
MUST CONNECT OR OVERLAP TO SHOW COMPLETE COVERAGE. FOR A SPRINKLERED
BUILDING(S); THE MAXIMUM HOSE PULL IS 200'. FOR NON-SPRINKLERED BUILDING(S); THE
MAXIMUM HOSE PULL IS 150'. CHANGE IN VERTICAL ELEVATION MUST ALSO BE ACCOUNTED FOR."
(NEW ISSUE)
G. "ALL EXISTING AND/OR PROPOSED FIRE HYDRANTS SHALL BE LOCATED AND SPACED IN
ACCORDANCE WITH CFC APENDDIX C (NEW ISSUE)
H. "CFC 507.5.5 - CLEAR SPACE AROUND HYDRANTS; A 3 FOOT RADIUS CLEAR SPACE SHALL BE
MAINTAINED AROUND ALL FIRE HYDRANTS, EXCEPT AS OTHERWISE REQUIRED OR APPROVED."
(NEW ISSUE)
I. HYDRANT LOCATIONS SHALL BE IDENTIFIED PER CITY OF CHULA VISTA FIRE DEPARTMENT
REQUIREMENTS. (NEW ISSUE)
J. "ALL RED CURB/NO PARKING SIGN AREAS HAVE BEEN SHOWN WITH A KEY INDICATOR. ALL
REQUIRED ACCESS ROADWAYS SHALL NOT PROVIDE LESS THAN THE REQUIRED/APPROVED WIDTH
AND/OR BE OBSTRUCTED IN ANY MANNER, INCLUDING THE PARKING OF VEHICLES. WHERE
INADEQUATE WIDTH HAS NOT PROVIDED FOR PARKING ALONG ACCESS ROADWAYS, THEN SUCH
ACCESS SHALL BE KEPT CLEAR BY THE POSTING OF SIGNS OR THE PAINTING OF CURBS PER POLICY
A-14-1." (NEW ISSUE)
K. "THE LOCATION(S) OF AN APPROVED "KNOX" KEY BOX PER CITY OF CHULA VISTA FIRE
DEPARTMENT REQUIREMENTS. (NEW ISSUE)
L. "AN APPROVED VEHICLE STROBE DETECTOR SYSTEM AND/OR KNOX KEYSWITCH OVERRIDE
SHALL BE PROVIDED FOR ALL VEHICLE ENTRY AND/OR EMERGENCY VEHICLE ENTRY POINTS TO THE
PROJECT SITE; LOCTIONS TO BE APPROVED BY FIRE ACCESS REVIEWER. CFC SECTION 506." (NEW
ISSUE)
M. "VEGETATION SHALL BE SELECTED AND MAINTAINED IN SUCH A MANNER AS TO ALLOW
IMMEDIATE ACCESS TO ALL HYDRANTS, VALVES, FIRE DEPARTMENT CONNECTIONS, PULL STATIONS,
EXTINGUISHERS, SPRINKLER RISERS, ALARM CONTROL PANELS, RESCUE WINDOWS, AND OTHER
DEVICES OR AREAS USED FOR FIREFIGHTING PURPOSES. VEGETATION OR BUILDING FEATURES
SHALL NOT OBSTRUCT ADDRESS NUMBERS OR INHIBIT THE FUNCTIONING OF ALARM BELLS, HORNS
OR STROBES." (NEW ISSUE)
NTS 2FIRE TRUCK TURNING RADIUS
SCALE: 1" = 80'-0"1FIRE ACCESS PLAN N
6 '-0 "
3
'
-
0
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6 '-0 "
3
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9'-5"
9'-8"
3'-0"
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C:
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8/4/2022 8:10:54 AM
Approver
Author
SDG21-0055-00
A1.4
NI
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DATE
REMARKS
SCALE: 1/4" = 1'-0"1FIRE CONTROL ROOM - BUILDING 1
SCALE: 1/4" = 1'-0"2FIRE CONTROL ROOM - BUILDING 2
SCALE: 1/4" = 1'-0"3FIRE CONTROL ROOM - BUILDING 3
SCALE: 1/4" = 1'-0"4FIRE CONTROL ROOM - BUILDING 4
NTS 5FIRE CONTROL ROOM DETAIL
ATTEMP
ATTEMP
ATTEMP
ATTEMP
ATTEMP
ATTEMP
ATTEMP
A TTEM PA TTEM P
A TTEM PA TTEM P
T
T
T
T
101
113
102
110
109
119 117117 119
113
113
113 106
105
TYP.
105
106
TYP.
105105
106
119
108
1
9
'
-
0
"
2
4
'
-
0
"
1
9
'
-
0
"
1
9
'
-
0
"
2
4
'
-
0
"
1
9
'
-
0
"
101
PARCEL 1
3.74 AC
TOTAL PARKING STALLS: 117
PARCEL 2
3.07 AC
TOTAL PARKING STALLS: 78
PARCEL 3
2.96 AC
TOTAL PARKING STALLS: 24
PARCEL 4
3.54 AC
TOTAL PARKING STALLS: 90
26'-0"
36'-0"
26'-0"
3'-6"
WIDE BATTER WALL
11'-6"
SETBACK
15'-0"
83'-8"
5
'
-
0
"
9
'
-
8
"
5 2 '-4 "
60'-0"
101
MAI N S T RE ET
118
5
'
-
0
"118
5'-0"
9
'
-
0
"
1 9 '-0 "
42'-11"24'-0"
9 '-0 "
2
A1.0
6 0 '-0 "
DEMISING WALL IF
NEEDED FOR
2 TENANTS
LOADING PLATFORM W/
DOCK LEVELER & LADDER
2 6 '-0 "
1 3 '-0 "
ASPHALT ASPHALTASPHALT ASPHALT
108
4' DEPRESSED
13'-0" x 60'-0"
DOCK WELL
CAN ACCOMMODATE
DOUBLE SWING GATE
CAN ACCOMMODATE
DOUBLE SWING GATE
NIRVANA STREET
6
0
'
-
0
"
2
2
'
-
0
"
ASPHALT60'-0 "
CLEARANCE
30'-0"
1
5
'
-
0
"
1
5
'
-
0
"
3 0 '-1 0 "
5 2 '-0 "5 2 '-0 "5 2 '-0 "5 2 '-0 "5 2 '-0 "3 0 '-1 0 "
1 6 '-0 "
3 4 '-5 "
CANOPY
CANOPY
26'-0"
111111
111111
111111
111111
111111
101119
19'-0"24'-0"19'-0"
40'-6"
19'-0"
24'-0"
19'-0"
9'-0"
9
'-
0"
OFFICE
(1,207 SF)
14'-6"
14'-6"
30'-0"
10'-0"10'-0"
30'-0"
10'-0"10'-0"
PROPOSED PARCEL LINE
( BETWEEN PARCELS 1 AND 2)
PER TPM21-0004
PROPOSED PARCEL LINE
( BETWEEN PARCELS 2 AND 3)
PER TPM21-0004
PROPOSED PARCEL LINE
( BETWEEN PARCELS 3 AND 4)
PER TPM21-0004
S
E
T
B
A
C
K
1
5
'
-
0
"
B
L
D
G
S
E
T
B
A
C
K
2
5
'
-
0
"
BLDG SETBACK
25'-0"
S
E
T
B
A
C
K
1
5
'
-
0
"
PR OP ERTY LIN E SETBACK
3'-0"
PARCEL 1 + PARCEL 2 =
APN: 644-050-13
PARCEL 3 + PARCEL 4 =
APN: 644-050-14
N 87°34'46" W 1356.85' (N 87°34'08"W 1356.66' R2)
N 18°43'46" E
142.76'
N
0
0°2
7
'0
5
"
E
5
57
.
55
'
N
0
0°
27
'0
5
"
E
4
24
.
2
3'
(
N
0
0
°27
'2
8
"
E
4
24
.
2
4'
R
2)
N 8 2 °3 8 '3 3 " E 3 7 3 .1 3 ' (N 8 2 °3 8 '3 6 "E 3 7 3 .1 5 ' R 2 )
N
0
2
°
2
6
'
1
1
"
E
2
7
6
.
6
3
'
(
N
0
2
°
2
5
'
1
5
2
"
E
2
7
6
.
7
9
'
R
2)
499.52'
N
1
9
°
5
0
'
4
6
"
W
8
7
.
6
2
'
N 31°16'12" E
60.73'
453'
OFFICE W/
MEZZANINE
(1,650 SF)
25,697 SF
33,058 SF
OFFICE IF
NEEDED
(1,159 SF)
OFFICE W/
MEZZANINE
(951 SF)
OFFICE W/
MEZZANINE (1,443 SF)
OFFICE W/ MEZZANINE (1,594 SF)
25,627 SF
OFFICE IF
NEEDED
(784 SF)
OFFICE W/
MEZZANINE
(813 SF)
OFFICE W/
MEZZANINE
(1,414 SF)
9,756 SF
11,218 SF
7,402 SF
11,619 SF
26,127 SF
FIRE LANE (HATCHED)
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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8/4/2022 8:10:57 AM
Approver
Author
SDG21-0055-00
A1.5
NI
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V
A
N
A
B
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P
L
A
N
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
SCALE: 1" = 80'-0"1SITE PARCELS PLAN
KEYNOTES:LEGEND
N
101 PROPERTY LINE, SEE CIVIL DRAWINGS.
102 ACCESSIBLE ENTRY SIGNAGE, SEE 6/A8.1.
105 PAINTED PARKING STRIPING PER CITY STANDARDS.
106 2'-0" PARKING OVERHANG.
108 ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE,
SEE CIVIL DRAWINGS.
109 FIRE LANE ENTRY SIGNAGE, SEE 7/A8.1.
110 FIRE LANE SIGNAGE, SEE 8/A8.1.
111 FIRE LANE (MINIMUM OF 24'-0" IN WIDTH AND WITH AN UNOBSTRUCTED
VERTICAL CLEARANCE OF 13'-6" THROUGHOUT).
113 BATTER RETAINING WALL (PLANTED).
117 PROPOSED DRAINAGE EASEMENT TO CITY OF CHULA VISTA.
118 5'-0" SETBACK FROM FACE OF RETAINING WALL TO BACK OF CURB.
119 VERTICAL SOIL NAIL CONCRETE RETAINING WALL ALONG NORTH EDGE OF
PROPERTY. REFER TO LANDSCAPE SHEET 5.1 FOR SECTION.
3
A4.1-1
1
A4.1-1
2
A4.1-1
4
A4.1-1
1
1
2
2
4
4
5
5
3
3
6
6
7
7
E E
D D
C C
B B
8
8
A A
1
A5.0-1
2
A5.0-1
23
'
-
2
"
56
'
-
0
"
56
'
-
0
"
56
'
-
0
"
28
'
-
8
"
2
8
'
-
0
"
2
8
'
-
0
"
2
8
'
-
0
"
2
8
'
-
0
"
2
8
'
-
0
"
5'
-
0
"
5
'
-
0
"
5
'
-
0
"
1
0
'
-
0
"
3
'
-
8
"
19
1
'
-
2
"
23
'
-
2
"
56
'
-
0
"
56
'
-
0
"
56
'
-
0
"
27
'
-
0
"
27
'
-
0
"
28
'
-
0
"
30
'
-
4
"
5'
-
0
"
5
'
-
0
"
5
'
-
0
"
1
0
'
-
0
"
5
'
-
4
"
30'-10"52'-0"52'-0"52'-0"52'-0"52'-0"30'-10"
7'-0" 6'-0" 15'-0" 10'-0" 14'-8"
30
'
-
0
"
55'-0"
FUTURE OFFICE
AREA
FUTURE OFFICE
AREA
TYP.
201
202202
17'-4" 10'-0" 15'-0" 6'-0" 7'-0"
28'-0" 28'-0" 27'-4" 28'-0"205
205
205
TYP.
209
TYP.
215
28'-0" 28'-0" 22'-4"60'-8 1/2"24'-6"64'-6" 10'-11 1/2" 27'-0" 27'-0" 27'-0"
321'-8"
2
'
-
6
"
9
'
-
0
"
3
'
-
6
"
1
8
'
-
6
"
9
'
-
0
"
3
'
-
6
"
TYP.
211
TYP.
212
30
'
-
0
"
38'-7 1/4"
FIRE
CONTROL
ROOM
3'-2"3'-0" 7'-4" 12'-0" 5'-0" 12'-0" 36'-6 1/4"
21
'
-
2
"
50'-5 1/2" 12'-0" 5'-0" 12'-0" 12'-6"
27
'
-
0
"
2
7
'
-
0
"
8
'
-
0
"
27'-0" 27'-0" 27'-0" 5'-7 1/2" 28'-0" 10'-9" 28'-0"28'-0" 24'-8"
7'-0" 6'-0" 12'-0" 13'-9"
6'-0"
3'
-
0
"
CONCRETE WALL
1HR FIRE-RESISTANCE RATED
INTERIOR NON-RATED PARTITION
PROPOSED FUTURE OFFICE
AREA
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A
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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0
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2
9
A
M
Approver
Author
SDG21-0055-00
A2.1-1
NI
R
V
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A
B
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82
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DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
201 STRUCTURAL COLUMN, TYP.
202 CONCRETE SLAB PER STRUCTURAL.
205 CANOPY LINE ABOVE, CALCULATIONS & ANCHORAGE PER STRUCTURAL.
209 ALUMINUM STOREFRONT SYSTEM WITH 1" THICK INSULATED GLAZING
UNITS.
211 9' x 10' SECTIONAL DOOR, PAINTED.
212 14' x 12' SECTIONAL DOOR.
215 FUTURE DEMISING WALL.
LEGEND WALL LEGEND KEYNOTES:
SEE SHEET A0.2 FOR GENERAL NOTES
N
0 8'16'32' 64'
1/16"=1'-0"
SCALE: 1/16" = 1'-0"1FIRST FLOOR PLAN
CONCRETE WALL
1HR FIRE-RESISTANCE RATED
INTERIOR NON-RATED PARTITION
PROPOSED FUTURE OFFICE
AREA
3
A4.1-1
1
A4.1-1
2
A4.1-1
4
A4.1-1
1
1
2
2
4
4
5
5
3
3
6
6
7
7
E E
D D
C C
B B
8
8
A A
1
A5.0-1
2
A5.0-1
320'-0"
55'-8"78'-2 3/8"145'-6 3/8"39'-3 1/4"
FUTURE OFFICE
AREA
216 216 216
215
55'-0"
29'-11 3/4"
2 7 '-0 "
2 6 '-1 1 2 0 5 /2 5 6 "4 '-5 "
2 7 '-0 "
2 7 '-0 "
4 '-3 "
134'-6 1/2"187'-1 1/2"
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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4
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8/4/2022 8:21:30 AM
Approver
Author
SDG21-0055-00
A2.2-1
NI
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DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
215 FUTURE DEMISING WALL.
LEGEND WALL LEGEND KEYNOTES:
SCALE: 1/16" = 1'-0"1SECOND FLOOR PLAN NN
0 8'16'32' 64'
1/16"=1'-0"
3
A4.1-1
1
A4.1-1
2
A4.1-1
4
A4.1-1
1
1
2
2
4
4
5
5
3
3
6
6
7
7
E E
D D
C C
B B
8
8
A A
1
A5.0-1
2
A5.0-1
23'-2"
56'-0"
56'-0"
56'-0"
30'-10"52'-0"52'-0"52'-0"52'-0"52'-0"30'-10"
RIDGE RIDGE
36'-0"
36'-0"34'-0"36'-0"34'-0"36'-0"
36'-0"
34'-0"
34'-0"
305 305305
25'-0"
21'-2" 40'-0"40'-0"40'-0"40'-0"40'-0"40'-0"40'-0"
25'-0"
25'-0"
34'-0"34'-0"
34'-0"
302302
TYP.
304
TYP.
303
1 /4 " / 1 '-0 "
1/4" / 1'-0"
1 /4 " / 1 '-0 "
1/4" / 1'-0"
1 /4 " / 1 '-0 "
1/4" / 1'-0"
1/4" / 1'-0"1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1
/
4
" / 1'-
0
"
175'-0"
320'-0"
190'-6"
SKYLIGHT: (2%)
COORDINATE EXACT LOCATION TO PREVENT CONFLICT
WITH FRAMING, FIRE SPRINKLER LINES, ELECTRICAL
CONDUITS AND LIGHTING. SEE STRUCTURAL DRAWINGS.
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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8/4/2022 8:21:31 AM
Approver
Author
SDG21-0055-00
A3.1-1
NI
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PL
A
N
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
302 BUILT-UP ROOFING.
303 ROOF DRAIN AND OVERFLOW DRAIN LOCATION.
304 CRICKET.
305 SHADE CANOPY, TYP.
LEGEND ABBREVIATIONS
CALCULATIONS
KEYNOTES:
SEE SHEET A0.2 FOR GENERAL NOTES
FUTURE SOLAR:
ROOF AREA:55,474 S.F.
SKYLIGHT AREA:1,120 S.F.
ROOF AREA LESS SKYLIGHT:54,354 S.F.
15% OF ROOF AREA (LESS SKYLIGHTS): 8,153 S.F.
TOTAL AREA FOR FUTURE SOLAR REQUIRED: 8,153 S.F.*
TOTAL AREA FOR FUTURE SOLAR PROVIDED: 8,153 S.F.
* CEC SECTION 110.10(B)4 DOES NOT REQUIRE THE INCLUSION OF ANY COLLATERAL LOADS
FOR FUTURE SOLAR ENERGY SYSTEMS.
SKYLIGHTS:
SKYLIGHT SIZE: 48"x96"=32 S.F.
(WAREHOUSE AREA S.F.) x 2.0% 56,160 x .02
(SKYLIGHT SIZE) 32
DESIRED: 35 SKYLIGHTS
PROVIDED: 35 SKYLIGHTS
T.O.P. = TOP OF PARAPET
H.P. = TOP OF ROOFING - HIGH POINT
M.P. = TOP OF ROOFING - MID POINT
L.P.= TOP OF ROOFING - LOW POINT
SCALE: 1/16" = 1'-0"1ROOF PLAN N
0 8'16'32' 64'
1/16"=1'-0"
FIRST FLOOR
0"
MEZZANINE 1400
14'-0"
T.O.P.
36'-0"
12453678
CAB
TYP.
404
TYP.
413
TYP.
405
TYP.
407
TYP.
410
TYP.
403
FIRST FLOOR
0"
MEZZANINE 1400
14'-0"
T.O.P.
36'-0"
1 2 4 53 6 7 8
2'-0"
CAB
TYP.
410
409
TYP.
413 409
TYP.
402 409
TYP.
401
TYP.
403
TYP.
404
FIRST FLOOR
0"
MEZZANINE 1400
14'-0"
T.O.P.
36'-0"
EDCBA
A
TYP.
410CB
TYP.
403
TYP.
404
FIRST FLOOR
0"
MEZZANINE 1400
14'-0"
T.O.P. 3400
34'-0"
E D C B A
CAB
TYP.
410
TYP.
401
TYP.
403
TYP.
404
EXTERIOR ALUMINUM COMPOSITE METAL PANEL OVER
METAL STUD WALL
EXTERIOR SMOOTH PLASTER FINISH WITH INTEGRAL
COLOR OVER METAL STUD WALL
MATERIALS:
METAL CANOPY, PAINTED
VISION GLASS
SPANDREL GLASS
TEMPERED GLASS
ALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE:
XXXXXXX
U FACTOR = 0.28 AND SHGC = 0.28
GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMIT
GLASS:
PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR
OWNER/ARCHITECT REVIEW.
COLORS:
WHITE
MEDIUM GRAY
DARK CHARCOAL
ACCENT COLOR: XXX
?
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
\
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\
0
0
5
5
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1
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Q
7
4
Z
.
r
v
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8/4/2022 8:21:34 AM
Approver
Author
SDG21-0055-00
A4.1-1
NI
R
V
A
N
A
B
U
S
I
N
E
S
S
PA
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82
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1
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EX
T
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EL
E
V
A
T
I
O
N
S
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
401 ALUMINUM STOREFRONT SYSTEM WITH 1" THICK INSULATED GLAZING
UNITS.
402 ALUMINUM STOREFRONT DOOR.
403 ALUMINUM FRAMED CLERESTORY WINDOW WITH 1" THICK INSULATED
GLASS, COLOR TBD.
404 V-SHAPED REVEAL.
405 14' X 12' SECTIONAL DOOR, PAINTED.
407 HOLLOW METAL DOOR.
409 SHADE CANOPY PER STRUCTURAL.
410 WALL PACK LIGHT. SEE ELECTRICAL DRAWINGS FOR SPECIFICATION.
413 SECONDARY OVERFLOW WITH COW'S TONGUE.
KEYNOTES:LEGEND
SEE SHEET A0.2 FOR GENERAL NOTES
SCALE: 1/16" = 1'-0"1NORTH ELEVATION
SCALE: 1/16" = 1'-0"2SOUTH ELEVATION
SCALE: 1/16" = 1'-0"4WEST ELEVATION
SCALE: 1/16" = 1'-0"3EAST ELEVATION
LEGEND
FIRST FLOOR
0"
MEZZANINE 1400
14'-0"
T.O.P.
36'-0"
12453678
TYP.
509
TYP.
518
TYP.
504
TYP.
503
TYP.
510
FIRST FLOOR
0"
MEZZANINE 1400
14'-0"
T.O.P.
36'-0"
E D C B A
TYP.
503
TYP.
519
TYP.
518
TYP.
509
TYP.
510
TYP.
504
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T
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A
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.
CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
\
_
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\
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0
5
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7
4
Z
.
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8/4/2022 8:21:34 AM
Approver
Author
SDG21-0055-00
A5.0-1
NI
R
V
A
N
A
B
U
S
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N
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S
S
PA
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82
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C
T
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S
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
503 CONCRETE SLAB. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
504 CONCRETE PANEL. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
509 STRUCTURAL COLUMN BEYOND. SEE STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
510 WALL BEYOND.
518 ALUMINUM FRAMED CLERESTORY WINDOW WITH 1" THICK INSULATED
GLASS, COLOR TBD.
519 SECTIONAL GRADE DOOR, PAINTED. SEE DOOR SCHEDULE FOR ADDITIONAL
INFORMATION.
KEYNOTES:
SEE SHEET A0.2 FOR GENERAL NOTES
SCALE: 1/16" = 1'-0"1WEST-EAST BUILDING SECTION
SCALE: 1/16" = 1'-0"2NORTH-SOUTH BUILDING SECTION
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JOB NO.:
DRAWN BY.:
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C
E
M
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A
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W
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K
.
CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
\
_
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v
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t
\
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0
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5
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1
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A
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7
4
Z
.
r
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8/4/2022 8:21:35 AM
Approver
Author
SDG21-0055-00
A9.0-1
NI
R
V
A
N
A
B
U
S
I
N
E
S
S
PA
R
K
82
1
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A
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S
T
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CH
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1
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BU
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1
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S
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T
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E
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
1
1 1
A4.1-2
2
A4.1-2
4
A4.1-2
2
2
3
3
4
4
5
5
6
6
10
10
9
9
8
8
7
7
B
C
D
A
D
C
B
A
128'-0"
18'-0"
55'-0"
55'-0"
260'-0"
136'-0"
3
A4.1-2
1
A5.0-2
2
A5.0-2
52'-0"
52'-0"
32'-0"
52'-0"52'-0"52'-0"52'-0"52'-0"
25'-1"
25'-1"
27'-0"
30'-0"
27'-0"
26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 32'-6" 19'-6" 26'-0" 32'-0" 31'-0"
12'-0" 12'-0"
2'-0" 2'-0"
12'-0" 12'-0"11'-6" 12'-0"
2'-6" 2'-6"
12'-0"
3'-0"
12'-0"
2'-6"
12
8
'
-
0
"
18
'
-
0
"
5
5
'
-
0
"
55
'
-
0
"
26
'
-
8
"
3
2
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
1
7
'
-
4
"
260'-0"
52'-0"52'-0"52'-0"52'-0"52'-0"
26'-0" 26'-0" 23'-0" 29'-0" 29'-0" 23'-0" 26'-0" 26'-0" 26'-0" 25'-6 1/2"
1'-6"
6'-0" 10'-6" 11'-0"
1'-6"
6'-0" 10'-6" 11'-0"
136'-0"
52'-0"
52'-0"
32'-0"
7'-10 1/2"
26'-0"
26'-0"
26'-0"
26'-0"
24'-6"
10'-6"6'-0"
1'-6"
8'-0"
1'-6"
6'-0"10'-6"8'-0"
60'-11"
26
'
-
2
"
FUTURE
OFFICE
AREA
FUTURE
OFFICE
AREA
215 215
TYP.
205
TYP.
205
209
209
TYP.
212
TYP.
201
FUTURE
OFFICE
AREA
54'-7 1/2"
FIRE
CONTROL
ROOM
3'-2"
3'-0"44'-0"
35'-11"
26'-3 1/2"
15'-0"12'-0"
30'-0"
28'-8"
30'-8"
28'-8"
20'-2"
217
202202
6'
-
6
"
6
'
-
0
"
19
'
-
8
"
20'-4"
7'
-
2
"
1'
-
2
"
3'
-
0
"
1
7
'
-
1
0
"
FIRE PUMP
HOUSE
6'-0"
3'-0"
CONCRETE WALL
1HR FIRE-RESISTANCE RATED
INTERIOR NON-RATED PARTITION
PROPOSED FUTURE OFFICE
AREA
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C
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F
A
N
Y
W
O
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K
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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Approver
Author
SDG21-0055-00
A2.1-2
NI
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A
B
U
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82
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A
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A
N
SCALE: 1/16" = 1'-0"1FIRST FLOOR PLAN N
0 8'16'32' 64'
1/16"=1'-0"
201 STRUCTURAL COLUMN, TYP.
202 CONCRETE SLAB PER STRUCTURAL.
205 CANOPY LINE ABOVE, CALCULATIONS & ANCHORAGE PER STRUCTURAL.
209 ALUMINUM STOREFRONT SYSTEM WITH 1" THICK INSULATED GLAZING
UNITS.
212 14' x 12' SECTIONAL DOOR.
215 FUTURE DEMISING WALL.
217 LOADING PLATFORM WITH DOCK LEVELER & LADDER.
SEE SHEET A0.2 FOR GENERAL NOTES
KEYNOTES:WALL LEGENDLEGEND
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
CONCRETE WALL
1HR FIRE-RESISTANCE RATED
INTERIOR NON-RATED PARTITION
PROPOSED FUTURE OFFICE
AREA
1
1 1
A4.1-2
2
A4.1-2
4
A4.1-2
2
2
3
3
4
4
5
5
6
6
10
10
9
9
8
8
7
7
B
C
D
A
D
C
B
A
3
A4.1-2
1
A5.0-2
2
A5.0-2
FUTURE
OFFICE
AREA
FUTURE
OFFICE
AREA
260'-0"
207'-8 1/2"
136'-0"
84'-1"
35'-11"
48'-2"
71'-7"60'-4"
216 216
216
216
26'-2"
215 215
60'-7 1/2"
FUTURE
OFFICE
AREA
54'-7 1/2"
128'-0"
271'-0 1/2"
134'-1 1/2"
88'-0"
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A
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.
CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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r
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8/4/2022 8:22:45 AM
Approver
Author
SDG21-0055-00
A2.2-2
NI
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V
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N
A
B
U
S
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S
S
PA
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82
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A
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DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
N
215 FUTURE DEMISING WALL.
216 SHADE CANOPY.
SEE SHEET A0.2 FOR GENERAL NOTES
KEYNOTES:WALL LEGEND
SCALE: 1/16" = 1'-0"1SECOND FLOOR PLAN
0 8'16'32' 64'
1/16"=1'-0"
1
1 1
A4.1-2
4
A4.1-2
2
2
3
3
4
4
5
5
6
6
10
10
9
9
8
8
7
7
B
C
D
A
D
C
B
A
3
A4.1-2
1
A5.0-2
2
A5.0-2
10
AD5.1
260'-0"
136'-0"
52'-0"
52'-0"
32'-0"
52'-0"52'-0"52'-0"52'-0"52'-0"
260'-0"
52'-0"52'-0"52'-0"52'-0"52'-0"
136'-0"
52'-0"
52'-0"
32'-0"
128'-0"
18'-0"
55'-0"
55'-0"
128'-0"
18'-0"
55'-0"
55'-0"
RIDGE
1/4" / 1'-0"
1/4" / 1'-0"
TYP.
305
32'-5" 32'-5" 32'-5" 32'-5" 32'-5" 32'-5" 32'-5"
33'-10"
33'-10"
33'-10"
31'-8"
31'-8"
31'-8"
RIDGE
23'-4"
31'-8"
TYP.
303
TYP.
302
TYP.
302
TYP.
304
36'-0"34'-0"36'-0"34'-0"34'-0"
34'-0"
34'-0"
34'-0"
34'-0"34'-0"
34'-0"
34'-0"
36'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"1/4" / 1'
-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
SKYLIGHT: (2%)
COORDINATE EXACT LOCATION TO PREVENT CONFLICT
WITH FRAMING, FIRE SPRINKLER LINES, ELECTRICAL
CONDUITS AND LIGHTING. SEE STRUCTURAL DRAWINGS.
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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8/4/2022 8:22:46 AM
Approver
Author
SDG21-0055-00
A3.1-2
NI
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SCALE: 1/16" = 1'-0"1ROOF PLAN
CALCULATIONS
ABBREVIATIONS
T.O.P. = TOP OF PARAPET
H.P. = TOP OF ROOFING - HIGH POINT
M.P. = TOP OF ROOFING - MID POINT
L.P.= TOP OF ROOFING - LOW POINT
SKYLIGHTS:
SKYLIGHT SIZE: 48"x96"=32 S.F.
(WAREHOUSE AREA S.F.) x 2.0% 40,358 S.F. x .02
(SKYLIGHT SIZE) 32
DESIRED: 26 SKYLIGHTS
PROVIDED: 28 SKYLIGHTS
FUTURE SOLAR:
ROOF AREA:43,825 S.F.
SKYLIGHT AREA:896 S.F.
ROOF AREA LESS SKYLIGHT:42,929 S.F.
15% OF ROOF AREA (LESS SKYLIGHTS): 6,439 S.F.
TOTAL AREA FOR FUTURE SOLAR REQUIRED: 6,439 S.F.*
TOTAL AREA FOR FUTURE SOLAR PROVIDED: XXX,XXX S.F.
* CEC SECTION 110.10(B)4 DOES NOT REQUIRE THE INCLUSION OF ANY COLLATERAL LOADS
FOR FUTURE SOLAR ENERGY SYSTEMS.
LEGEND
N
0 8'16'32' 64'
1/16"=1'-0"
302 BUILT-UP ROOFING.
303 ROOF DRAIN AND OVERFLOW DRAIN LOCATION.
304 CRICKET.
305 SHADE CANOPY, TYP.
SEE SHEET A0.2 FOR GENERAL NOTES
KEYNOTES:
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
FIRST FLOOR
0"
MEZZANINE
14'-0"
1 2
T.O.P.
36'-0"
3 4 5 6
2'-0"
2'-0"
TYP.
404
TYP.
403CAB
MEZZANINE
14'-0"
TYP.
402 409
TYP.
401409
TYP.
413 409 409
TYP.
404
TYP.
410
FIRST FLOOR
0"
MEZZANINE
14'-0"
12
T.O.P.
36'-0"
3456
TYP.
413
TYP.
410
TYP.
405
CAB
MEZZANINE
14'-0"
TYP.
403
TYP.
407
TYP.
404 FIRE PUMP HOUSE
11'-6"
20'-4"
FIRST FLOOR
0"
MEZZANINE
14'-0"
T.O.P.
36'-0"
BCD A
TYP.
410
MEZZANINE
14'-0"
TYP.
403A B C
FIRST FLOOR
0"
MEZZANINE
14'-0"
T.O.P.
36'-0"
B C DA
TYP.
410
TYP.
403
TYP.
404B A C
MEZZANINE
14'-0"
405 407
EXTERIOR ALUMINUM COMPOSITE METAL PANEL OVER
METAL STUD WALL
EXTERIOR SMOOTH PLASTER FINISH WITH INTEGRAL
COLOR OVER METAL STUD WALL
MATERIALS:
METAL CANOPY, PAINTED
VISION GLASS
SPANDREL GLASS
TEMPERED GLASS
ALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE:
XXXXXXX
U FACTOR = 0.28 AND SHGC = 0.28
GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMIT
GLASS:
WHITE
PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR
OWNER/ARCHITECT REVIEW.
MEDIUM GRAY
DARK CHARCOAL
ACCENT COLOR: XXX
COLORS:
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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8/4/2022 8:22:49 AM
Approver
Author
SDG21-0055-00
A4.1-2
NI
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N
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B
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V
A
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SCALE: 1/16" = 1'-0"2SOUTH ELEVATION
SCALE: 1/16" = 1'-0"1NORTH ELEVATION
SCALE: 1/16" = 1'-0"3EAST ELEVATION
SCALE: 1/16" = 1'-0"4WEST ELEVATION
401 ALUMINUM STOREFRONT SYSTEM WITH 1" THICK INSULATED GLAZING
UNITS.
402 ALUMINUM STOREFRONT DOOR.
403 ALUMINUM FRAMED CLERESTORY WINDOW WITH 1" THICK INSULATED
GLASS, COLOR TBD.
404 V-SHAPED REVEAL.
405 14' X 12' SECTIONAL DOOR, PAINTED.
407 HOLLOW METAL DOOR.
409 SHADE CANOPY PER STRUCTURAL.
410 WALL PACK LIGHT. SEE ELECTRICAL DRAWINGS FOR SPECIFICATION.
413 SECONDARY OVERFLOW WITH COW'S TONGUE.
SEE SHEET A0.2 FOR GENERAL NOTES
KEYNOTES:LEGEND
0 8'16'32' 64'
1/16"=1'-0"
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
LEGEND
FIRST FLOOR
0"
MEZZANINE
14'-0"
12
T.O.P.
36'-0"
3456
TYP.
518
TYP.
504
TYP.
503
TYP.
510
TYP.
517
TYP.
509
MEZZANINE
14'-0"
FIRST FLOOR
0"
MEZZANINE
14'-0"
T.O.P.
36'-0"
BCD A
TYP.
517
TYP.
503
TYP.
509
TYP.
514
TYP.
514
MEZZANINE
14'-0"
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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7
4
Z
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t
8/4/2022 8:22:50 AM
Approver
Author
SDG21-0055-00
A5.0-2
NI
R
V
A
N
A
B
U
S
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N
E
S
S
PA
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82
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2
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SE
C
T
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O
N
S
503 CONCRETE SLAB. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
504 CONCRETE PANEL. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
509 STRUCTURAL COLUMN BEYOND. SEE STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
510 WALL BEYOND.
514 WALL PACK LIGHT. SEE ELECTRICAL DRAWINGS FOR SPECIFICATION.
517 ROOF DRAIN. SEE ROOF PLANS AND PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
518 ALUMINUM FRAMED CLERESTORY WINDOW WITH 1" THICK INSULATED
GLASS, COLOR TBD.
SEE SHEET A0.2 FOR GENERAL NOTES
KEYNOTES:LEGEND
SCALE: 1/16" = 1'-0"1WEST-EAST SECTION
SCALE: 1/16" = 1'-0"2NORTH-SOUTH SECTION
0 8'16'32' 64'
1/16"=1'-0"
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
ar
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JOB NO.:
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.
CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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8/4/2022 8:22:50 AM
Approver
Author
SDG21-0055-00
A9.0-2
NI
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B
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BU
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D
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2
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PE
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S
P
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T
I
V
E
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
UP
UP
1
1
39
39
N N
A A
B B
2
2
C C
D D
E E
F F
G G
H H
J J
K K
L L
M M
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
32
32
33
33
34
34
35
35
36
36
37
37
38
38
2
A5.0-3
2
A5.0-3
1
A5.0-3
1
A5.0-3
OFFICE
101 ELECTRICAL
102
FIRE CONTROL
ROOM
103
BREAK
104
ELEV. MECH. RM.
110
LOBBY
109
STAIR 1
108
JAN.
106
UNISEX RR
107
UNISEX RR
111
JAN.
112
STAIR 2
117
ELEV. MECH. RM.
114
LOBBY
113
UNISEX RR
115
JAN.
116
380'-0"
TYP.
10'-0"
12
0
'
-
0
"
4'
-
8
"
TYP.
10'-0"
50'-0"
3'-8"
3'-8"
4'-8" 39'-0"
SELF-STORAGE
105
TYP.
202
TYP.
202 ar
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JOB NO.:
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A
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.
CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
\
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R
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v
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\
0
0
5
5
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3
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K
Q
7
4
Z
.
r
v
t
8/4/2022 8:14:33 AM
A.DZULYNSKY
LTV
SDG21-0055-00
A2.1-3
NI
R
V
A
N
A
B
U
S
I
N
E
S
S
PA
R
K
82
1
M
A
I
N
S
T
R
E
E
T
CH
U
L
A
V
I
S
T
A
,
C
A
9
1
9
1
1
BU
I
L
D
I
N
G
3
-
FI
R
S
T
FL
O
O
R
P
L
A
N
SCALE: 1/16" = 1'-0"1FIRST FLOOR PLAN N
0 8'16'32' 64'
1/16"=1'-0"
202 CONCRETE SLAB PER STRUCTURAL.
SEE SHEET A0.2 FOR GENERAL NOTES
KEYNOTES:WALL LEGENDLEGEND
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
UP
UP
1
1
39
39
N N
A A
B B
2
2
C C
D D
E E
F F
G G
H H
J J
K K
L L
M M
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
32
32
33
33
34
34
35
35
36
36
37
37
38
38
UNIT UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT MIX LEGEND
5X5 UNIT
5X10 UNIT
10X10 UNIT
10X15 UNIT
10X20 UNIT
10X25 UNIT
10X30 UNIT
UNIT UNIT UNIT UNIT
UNITUNITUNIT
UNIT
UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT UNIT UNIT
UNIT UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT UNIT UNIT
UNIT
UNIT
UNIT
UNIT
UNITUNITUNITUNIT
UNIT UNIT UNIT UNIT
UNIT
UNIT
UNIT
UNIT
UNITUNIT
UNIT
UNIT
UNIT
UNIT UNIT UNIT UNIT UNIT
UNITUNITUNITUNITUNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT UNIT UNIT
UNIT
UNITUNITUNITUNITUNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT
UNIT UNIT UNIT UNIT UNIT UNIT
UNIT UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNITUNIT
UNIT
UNIT UNIT
UNIT
UNITUNIT
UNIT UNITUNITUNITUNIT
UNIT UNIT UNITUNITUNITUNITUNIT
UNIT UNIT
UNIT UNIT UNIT UNIT UNIT UNIT
UNITUNITUNITUNITUNITUNIT
UNIT
UNIT
UNIT
UNITUNIT
UNIT UNIT
UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT
UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT
UNIT UNIT UNIT UNIT
UNIT UNIT UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT
UNIT
UNIT
382'-0"
125'-8"
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JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
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B
P
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H
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C
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M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
.
CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
\
_
R
e
v
i
t
\
0
0
5
5
_
3
_
A
R
C
H
_
n
r
i
g
o
r
K
Q
7
4
Z
.
r
v
t
8/4/2022 8:14:36 AM
Approver
Author
SDG21-0055-00
A2.2-3
NI
R
V
A
N
A
B
U
S
I
N
E
S
S
PA
R
K
82
1
M
A
I
N
S
T
R
E
E
T
CH
U
L
A
V
I
S
T
A
,
C
A
9
1
9
1
1
BU
I
L
D
I
N
G
3
-
FI
R
S
T
FL
O
O
R
U
N
I
T
M
I
X
P
L
A
N
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
SCALE: 1/16" = 1'-0"1FIRST FLOOR - UNIT MIX PLAN
N
300 SF Units
01 FIRST
FLOOR
4
Grand total:
4
250 SF Units
01 FIRST
FLOOR
6
Grand total:
6
200 SF Units
01 FIRST
FLOOR
89
02 SECOND
FLOOR
71
03 Third
Floor
71
Grand total:
231
150 SF Units
01 FIRST
FLOOR
29
02 SECOND
FLOOR
26
03 Third
Floor
26
Grand total:
81
100 SF Units
01 FIRST
FLOOR
97
02 SECOND
FLOOR
86
03 Third
Floor
54
Grand total:
237
50 SF Units
01 FIRST
FLOOR
22
02 SECOND
FLOOR
141
03 Third
Floor
202
Grand total:
365
25 SF Units
01 FIRST
FLOOR
33
02 SECOND
FLOOR
82
03 Third
Floor
80
Grand total:
195
0 8'16'32' 64'
1/16"=1'-0"
GRAND TOTAL OF UNITS: 1,119
UP
UP
1
1
39
39
N N
A A
B B
2
2
C C
D D
E E
F F
G G
H H
J J
K K
L L
M M
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
32
32
33
33
34
34
35
35
36
36
37
37
38
38
2
A5.0-3
2
A5.0-3
1
A5.0-3
1
A5.0-3
STAIR 1
208
STAIR 2
217
DISPLAY WINDOW
218
380'-0"
TYP.
10'-0"
120'-0"
TYP.
10'-0"
45'-4"
4'-8"
4'-8" 39'-0"
3'-8"
3'-8"
SELF-STORAGE
205
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pl
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JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
\
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0
5
5
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3
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7
4
Z
.
r
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t
8/4/2022 8:14:37 AM
Approver
Author
SDG21-0055-00
A2.3-3
NI
R
V
A
N
A
B
U
S
I
N
E
S
S
PA
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K
82
1
M
A
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C
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FL
O
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P
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A
N
SCALE: 1/16" = 1'-0"1SECOND FLOOR PLAN N
0 8'16'32' 64'
1/16"=1'-0"
SEE SHEET A0.2 FOR GENERAL NOTES
KEYNOTES:WALL LEGENDLEGEND
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
UP
UP
1
1
39
39
N N
A A
B B
2
2
C C
D D
E E
F F
G G
H H
J J
K K
L L
M M
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
32
32
33
33
34
34
35
35
36
36
37
37
38
38
UNIT UNIT
UNIT
UNIT
UNIT
UNITUNITUNITUNIT
UNIT UNIT UNIT UNIT
UNIT
UNIT
UNIT
UNIT
UNITUNIT
UNIT
UNIT
UNIT
UNIT UNIT UNIT UNIT
UNIT
UNIT
UNITUNITUNITUNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT
UNIT UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT UNIT UNIT
UNITUNITUNITUNITUNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT
UNIT
UNIT
UNIT UNIT
UNIT
UNITUNIT
UNIT UNITUNITUNITUNIT
UNIT UNIT UNITUNITUNITUNITUNIT
UNIT UNIT
UNIT UNIT UNIT UNIT UNIT UNIT
UNITUNITUNITUNITUNITUNIT
UNIT
UNIT
UNIT
UNITUNIT
UNIT
UNIT
UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT
UNIT
UNITUNITUNITUNITUNITUNITUNITUNITUNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT
UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT
UNIT UNIT
UNIT
UNIT
UNIT UNIT
UNIT UNIT UNIT UNIT
UNIT UNIT UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNITUNITUNITUNITUNITUNITUNITUNIT
UNIT
UNIT UNIT UNIT UNIT UNIT
UNITUNITUNITUNITUNITUNIT
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UNITUNITUNITUNITUNITUNITUNITUNITUNIT
UNITUNIT
UNITUNITUNITUNITUNIT
UNITUNIT
UNITUNITUNITUNITUNITUNIT
UNITUNITUNITUNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT
UNIT
UNIT
UNIT UNIT UNITUNIT UNITUNITUNIT
UNIT UNIT UNIT UNITUNIT
UNITUNITUNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT
UNITUNIT UNITUNIT UNIT UNITUNIT UNITUNITUNIT UNIT UNITUNIT UNIT UNITUNIT UNIT UNITUNIT UNIT
UNIT MIX LEGEND
5X5 UNIT
5X10 UNIT
10X10 UNIT
10X15 UNIT
10X20 UNIT
10X25 UNIT
10X30 UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT
UNIT
UNIT UNITUNIT
UNITUNIT
UNIT
UNIT UNIT
UNIT
UNIT UNIT
382'-0"
125'-8"
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JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
\
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5
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7
4
Z
.
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8/4/2022 8:14:40 AM
Approver
Author
SDG21-0055-00
A2.4-3
NI
R
V
A
N
A
B
U
S
I
N
E
S
S
PA
R
K
82
1
M
A
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C
O
N
D
FL
O
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N
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T
M
I
X
P
L
A
N
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
SCALE: 1/16" = 1'-0"1SECOND FLOOR - UNIT MIX PLAN
N
0 8'16'32' 64'
1/16"=1'-0"
300 SF Units
01 FIRST
FLOOR
4
Grand total:
4
250 SF Units
01 FIRST
FLOOR
6
Grand total:
6
200 SF Units
01 FIRST
FLOOR
89
02 SECOND
FLOOR
71
03 Third
Floor
71
Grand total:
231
150 SF Units
01 FIRST
FLOOR
29
02 SECOND
FLOOR
26
03 Third
Floor
26
Grand total:
81
100 SF Units
01 FIRST
FLOOR
97
02 SECOND
FLOOR
86
03 Third
Floor
54
Grand total:
237
50 SF Units
01 FIRST
FLOOR
22
02 SECOND
FLOOR
141
03 Third
Floor
202
Grand total:
365
25 SF Units
01 FIRST
FLOOR
33
02 SECOND
FLOOR
82
03 Third
Floor
80
Grand total:
195
GRAND TOTAL OF UNITS: 1,119
UP
UP
1
1
39
39
N N
A A
B B
2
2
C C
D D
E E
F F
G G
H H
J J
K K
L L
M M
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
32
32
33
33
34
34
35
35
36
36
37
37
38
38
2
A5.0-3
2
A5.0-3
1
A5.0-3
1
A5.0-3
UNISEX RR
311
JAN.
312
STAIR 1
308
DISPLAY WINDOW
318
STAIR 2
317
JAN.
316
UNISEX RR
325
380'-0"
TYP.
10'-0"
120'-0"
TYP.
10'-0"
3'-8"
3'-8"
45'-4"
4'-8"
4'-8" 39'-0"
SELF-STORAGE
305
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JOB NO.:
DRAWN BY.:
PA/PM:
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C
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M
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A
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.
CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
\
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\
0
0
5
5
_
3
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7
4
Z
.
r
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t
8/4/2022 8:14:41 AM
Approver
Author
SDG21-0055-00
A2.5-3
NI
R
V
A
N
A
B
U
S
I
N
E
S
S
PA
R
K
82
1
M
A
I
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T
CH
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A
,
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TH
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D
FL
O
O
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P
L
A
N
SCALE: 1/16" = 1'-0"1THIRD FLOOR PLAN N
0 8'16'32' 64'
1/16"=1'-0"
SEE SHEET A0.2 FOR GENERAL NOTES
KEYNOTES:WALL LEGENDLEGEND
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
DN
UP
1
1
39
39
N N
A A
B B
2
2
C C
D D
E E
F F
G G
H H
J J
K K
L L
M M
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
32
32
33
33
34
34
35
35
36
36
37
37
38
38
UNIT MIX LEGEND
5X5 UNIT
5X10 UNIT
10X10 UNIT
10X15 UNIT
10X20 UNIT
10X25 UNIT
10X30 UNIT
UNIT UNIT
UNIT
UNIT
UNIT
UNITUNITUNITUNIT
UNIT UNIT UNIT UNIT
UNIT
UNIT
UNIT
UNIT
UNITUNIT
UNIT
UNIT
UNIT
UNIT UNIT UNIT UNIT
UNIT
UNIT
UNITUNITUNITUNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT
UNIT UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT UNIT UNIT
UNITUNITUNITUNITUNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT
UNIT
UNIT
UNIT UNIT
UNIT
UNITUNIT
UNIT UNITUNITUNITUNIT
UNIT UNIT UNITUNITUNITUNITUNIT
UNIT UNIT
UNIT UNIT UNIT UNIT UNIT UNIT
UNITUNITUNITUNITUNITUNIT
UNIT
UNIT
UNIT
UNITUNIT
UNIT
UNIT
UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT
UNIT
UNITUNITUNITUNITUNITUNITUNITUNITUNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT
UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT
UNIT UNIT UNIT UNIT
UNIT UNIT UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNITUNITUNITUNITUNITUNITUNITUNIT
UNIT
UNIT UNIT UNIT UNIT UNIT
UNITUNITUNITUNITUNITUNIT
UNITUNIT
UNITUNITUNITUNITUNITUNITUNITUNITUNIT
UNITUNIT
UNITUNITUNITUNITUNIT
UNITUNIT
UNITUNITUNITUNITUNITUNIT
UNITUNITUNITUNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT
UNIT
UNIT
UNIT UNITUNITUNIT UNITUNITUNIT
UNIT UNIT UNIT UNITUNIT
UNITUNITUNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
UNIT
UNITUNIT UNITUNIT UNITUNIT UNIT UNITUNITUNIT UNITUNITUNIT UNIT UNITUNIT UNIT UNITUNIT UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT UNIT
UNIT
UNIT UNITUNIT
UNITUNIT
UNIT
UNIT UNIT
UNIT
UNIT UNIT
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNIT
UNIT
382'-0"
125'-8"
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6
3
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JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
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P
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A
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E
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C
E
M
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N
T
O
F
A
N
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K
.
CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
\
_
R
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v
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t
\
0
0
5
5
_
3
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A
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Q
7
4
Z
.
r
v
t
8/4/2022 8:14:44 AM
Approver
Author
SDG21-0055-00
A2.6-3
NI
R
V
A
N
A
B
U
S
I
N
E
S
S
PA
R
K
82
1
M
A
I
N
S
T
R
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E
T
CH
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V
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T
A
,
C
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1
9
1
1
BU
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3
-
TH
I
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D
FL
O
O
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U
N
I
T
M
I
X
P
L
A
N
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
SCALE: 1/16" = 1'-0"1THIRD FLOOR - UNIT MIX PLAN
N
0 8'16'32' 64'
1/16"=1'-0"
300 SF Units
01 FIRST
FLOOR
4
Grand total:
4
250 SF Units
01 FIRST
FLOOR
6
Grand total:
6
200 SF Units
01 FIRST
FLOOR
89
02 SECOND
FLOOR
71
03 Third
Floor
71
Grand total:
231
150 SF Units
01 FIRST
FLOOR
29
02 SECOND
FLOOR
26
03 Third
Floor
26
Grand total:
81
100 SF Units
01 FIRST
FLOOR
97
02 SECOND
FLOOR
86
03 Third
Floor
54
Grand total:
237
50 SF Units
01 FIRST
FLOOR
22
02 SECOND
FLOOR
141
03 Third
Floor
202
Grand total:
365
25 SF Units
01 FIRST
FLOOR
33
02 SECOND
FLOOR
82
03 Third
Floor
80
Grand total:
195
GRAND TOTAL OF UNITS: 1,119
UP
1
1
39
39
N N
A A
B B
2
2
C C
D D
E E
F F
G G
H H
J J
K K
L L
M M
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
32
32
33
33
34
34
35
35
36
36
37
37
38
38
2
A5.0-3
2
A5.0-3
380'-0"
38'-0"76'-0"76'-0"76'-0"76'-0"38'-0"
33'-3"
32'-0"
1/
8
"
P
E
R
1
'
-
0
"
S
L
O
P
E
T
Y
P
.
TYP. MECHANICAL UNIT
PROVIDE SCREENING WHERE
ELEV. EXCEEDS T.O.P.
ROOF HATCH, TYP.
120'-0"
45'-4"
4'-8"
4'-8" 39'-0"
1
A5.0-3
1
A5.0-3
TYP.
302
TYP.
302
TYP.
305
TYP.
303
TYP.
301
SOLAR ZONE
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JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
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8/4/2022 8:14:45 AM
Approver
Author
SDG21-0055-00
A3.1-3
NI
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B
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3
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301 ROOF ACCESS PANEL, VERIFY ROOF JOIST LOCATIONS WITH STRUCTURAL
DRAWINGS.
302 BUILT-UP ROOFING.
303 ROOF DRAIN AND OVERFLOW DRAIN LOCATION.
305 SHADE CANOPY, TYP.
SEE SHEET A0.2 FOR GENERAL NOTES
ABBREVIATIONS
T.O.P. = TOP OF PARAPET
H.P. = TOP OF ROOFING - HIGH POINT
M.P. = TOP OF ROOFING - MID POINT
L.P.= TOP OF ROOFING - LOW POINT
FUTURE SOLAR:
ROOF AREA:45,897 S.F.
SKYLIGHT AREA: 0 S.F.
ROOF AREA LESS SKYLIGHT:45,897 S.F.
15% OF ROOF AREA (LESS SKYLIGHTS): 6,885 S.F.
TOTAL AREA FOR FUTURE SOLAR REQUIRED: 6,885 S.F.*
TOTAL AREA FOR FUTURE SOLAR PROVIDED: 23,700 S.F.
* CEC SECTION 110.10(B)4 DOES NOT REQUIRE THE INCLUSION OF ANY COLLATERAL LOADS
FOR FUTURE SOLAR ENERGY SYSTEMS.
KEYNOTES:
SCALE: 1/16" = 1'-0"1ROOF PLAN
SOLAR ZONE
N
0 8'16'32' 64'
1/16"=1'-0"
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
FIRST FLOOR
0"
SECOND FLOOR
10'-8"
T.O.P.
37'-3"
139234567891011121314151617181920212223242526272829303132333435363738
THIRD LEVEL
21'-4"
T.O.P.
40'-6"3'-3"
D B
E
A
TYP.
412
FIRST FLOOR
0"
SECOND FLOOR
10'-8"
T.O.P.
37'-3"
1 39234567891011121314151617181920212223242526272829303132333435363738
THIRD LEVEL
21'-4"
T.O.P.
40'-6"3'-3"
B DB A
E
TYP.
401409
TYP.
407
TYP.
412
FIRST FLOOR
0"
SECOND FLOOR
10'-8"
T.O.P.
37'-3"
N ABCDEFGHJKLM
THIRD LEVEL
21'-4"
T.O.P.
40'-6"3'-3"
A B D
C 407
TYP.
402
TYP.
401 409
FIRST FLOOR
0"
SECOND FLOOR
10'-8"
T.O.P.
37'-3"
NABCDEFGHJKLM
THIRD LEVEL
21'-4"
T.O.P.
40'-6"3'-3"
B DA
C
TYP.
407
TYP.
404
TYP.
409
WHITE
PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR
OWNER/ARCHITECT REVIEW.
MEDIUM GRAY
DARK CHARCOAL
BLUE
COLORS:
?
?
?
?
A
B
C
D
YELLOW?E
EXTERIOR ALUMINUM COMPOSITE METAL PANEL OVER
METAL STUD WALL
EXTERIOR SMOOTH PLASTER FINISH WITH INTEGRAL
COLOR OVER METAL STUD WALL
MATERIALS:
METAL CANOPY, PAINTED
VISION GLASS
SPANDREL GLASS
TEMPERED GLASS
ALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE:
XXXXXXX
U FACTOR = 0.28 AND SHGC = 0.28
GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMIT
GLASS:
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C:
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7
4
Z
.
r
v
t
8/4/2022 8:14:47 AM
Approver
Author
SDG21-0055-00
A4.1-3
NI
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V
A
N
A
B
U
S
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S
S
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82
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401 ALUMINUM STOREFRONT SYSTEM WITH 1" THICK INSULATED GLAZING
UNITS.
402 ALUMINUM STOREFRONT DOOR.
404 V-SHAPED REVEAL.
407 HOLLOW METAL DOOR.
409 SHADE CANOPY PER STRUCTURAL.
412 8' X 8' SECTIONAL DOOR, PAINTED.
KEYNOTES:
SEE SHEET A0.2 FOR GENERAL NOTES
SCALE: 1/16" = 1'-0"1NORTH ELEVATION
SCALE: 1/16" = 1'-0"2SOUTH ELEVATION
SCALE: 1/16" = 1'-0"3WEST ELEVATION
SCALE: 1/16" = 1'-0"4EAST ELEVATION
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
LEGENDLEGEND
FIRST FLOOR
0"
SECOND FLOOR
10'-8"
T.O.P.
37'-3"
N ABCDEFGHJKLM
THIRD LEVEL
21'-4"
T.O.P.
40'-6"
1'-0"120'-0"1'-0"
FIRST FLOOR
0"
SECOND FLOOR
10'-8"
T.O.P.
37'-3"
1 39234567891011121314151617181920212223242526272829303132333435363738
THIRD LEVEL
21'-4"
T.O.P.
40'-6"
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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7
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8/4/2022 8:14:48 AM
Approver
Author
SDG21-0055-00
A5.0-3
NI
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B
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KEYNOTES:
SCALE: 1/16" = 1'-0"2BUILDING SECTION
SCALE: 1/16" = 1'-0"1BUILDING SECTION
SEE SHEET A0.2 FOR GENERAL NOTES
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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7
4
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8/4/2022 8:14:49 AM
Approver
Author
SDG21-0055-00
A9.0-3
NI
R
V
A
N
A
B
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S
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PA
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82
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I
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D
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3
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S
P
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C
T
I
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E
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
1
1
9
9
A A
3
A4.1-4
2
A4.1-4
B B
2
2 1
A4.1-4
4
A4.1-4
1
A5.0-4
2
A5.0-4
F F
C C
D D
E E
3
3
4
4
5
5
6
6
7
7
5'
-
0
"
5
'
-
0
"
5
'
-
0
"
1
0
'
-
0
"
5
'
-
8
"
30
'
-
8
"
3
2
'
-
0
"
2
8
'
-
0
"
2
8
'
-
0
"
3
2
'
-
0
"
15
2
'
-
0
"
7'-0" 6'-0" 7'-0" 8'-0" 10'-0" 14'-4"
28'-0" 24'-4" 28'-0" 12'-0" 28'-0" 28'-0" 28'-0" 4'-4" 28'-0" 5'-1" 28'-0" 28'-0" 28'-0" 28'-0" 23'-7" 28'-0"
380'-0"
5'
-
0
"
5
'
-
0
"
5
'
-
0
"
1
0
'
-
0
"
2
'
-
4
"
27
'
-
4
"
2
8
'
-
0
"
2
8
'
-
0
"
1
7
'
-
0
"
8
8
17
'
-
0
"
1
2
'
-
0
"
3
'
-
0
"
47'-6"47'-6"47'-6"47'-6"47'-6"47'-6"47'-6"47'-6"
51
'
-
0
"
10
1
'
-
0
"
2'-0" 12'-0" 4'-0" 12'-0"
2'-0"
2'-0" 12'-0" 2'-0"
208'-0"
32'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0"
172'-0"
33
'
-
8
"
3
3
'
-
8
"
3
3
'
-
8
"
2
5
'
-
6
"
2
5
'
-
6
"
26'-0"
30
'
-
0
"
47'-0"
30
'
-
0
"
30
'
-
0
"
27'-3 1/4"
FUTURE OFFICE
AREA
FUTURE OFFICE
AREA
TYP.
201
TYP.
202
TYP.
202
32
'
-
0
"
1
8
'
-
4
"
205
205
TYP.
209
TYP.
211
TYP.
212
13'-0" 12'-0"3'-0"
4'
-
6
"
9
'
-
0
"
5
'
-
6
"
9
'
-
0
"
4
'
-
0
"
13'-7" 10'-0" 8'-0" 7'-0" 6'-0" 7'-0"
205
4'-4" 7'-0" 6'-0" 7'-0" 13'-1"
205
2'-0" 12'-0" 4'-0" 12'-0" 2'-0"
17'-0" 32'-0" 28'-0" 28'-0"32'-0" 16'-0" 32'-0"
23'-0"
FUTURE OFFICE
AREA
215 215
3'
-
0
"
6'-0"
5'-0"3'-0"
7'-5 7/8"
4'-0"
4'-1 1/4"
3'-0"5'-4 7/8"
5'
-
9
"
1
3
'
-
3
"
FIRE CONTROL
ROOM
ELECTRICAL
ROOM
PROPOSED FUTURE OFFICE
AREA
CONCRETE WALL
1HR FIRE-RESISTANCE RATED
INTERIOR NON-RATED PARTITION
SCALE: 1/16" = 1'-0"1FIRST FLOOR PLAN
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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Approver
Author
SDG21-0055-00
A2.1-4
NI
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DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
KEYNOTES:WALL LEGENDLEGEND
SEE SHEET A0.2 FOR GENERAL NOTES
N
201 STRUCTURAL COLUMN, TYP.
202 CONCRETE SLAB PER STRUCTURAL.
205 CANOPY LINE ABOVE, CALCULATIONS & ANCHORAGE PER STRUCTURAL.
209 ALUMINUM STOREFRONT SYSTEM WITH 1" THICK INSULATED GLAZING
UNITS.
211 9' x 10' SECTIONAL DOOR, PAINTED.
212 14' x 12' SECTIONAL DOOR.
215 FUTURE DEMISING WALL.
0 8'16'32' 64'
1/16"=1'-0"
1
1
9
9
A A
3
A4.1-4
2
A4.1-4
B B
2
2 1
A4.1-4
4
A4.1-4
1
A5.0-4
2
A5.0-4
F F
C C
D D
E E
3
3
4
4
5
5
6
6
7
7
8
8
380'-0"
96'-9 3/8"111'-3 3/8"171'-3 1/4"
101'-0"
152'-0"
30'-8"
120'-8"
26'-8"
30'-0"
47'-0"
FUTURE OFFICE
AREA
FUTURE OFFICE
AREA30'-0"
215 215
305305 305
172'-0"
51'-0"
208'-0"
30'-8"
69'-8"
26'-8"154'-0 3/4"27'-3 1/4"123'-0"47'-8"
PROPOSED FUTURE OFFICE
AREA
CONCRETE WALL
1HR FIRE-RESISTANCE RATED
INTERIOR NON-RATED PARTITION
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JOB NO.:
DRAWN BY.:
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.
CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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8/4/2022 8:19:59 AM
Approver
Author
SDG21-0055-00
A2.2-4
NI
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DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
SCALE: 1/16" = 1'-0"1SECOND FLOOR PLAN
KEYNOTES:WALL LEGENDLEGEND
SEE SHEET A0.2 FOR GENERAL NOTES
N
215 FUTURE DEMISING WALL.
305 SHADE CANOPY, TYP.
0 8'16'32' 64'
1/16"=1'-0"
1
1
9
9
A A
3
A4.1-4
2
A4.1-4
B B
2
2 1
A4.1-4
4
A4.1-4
1
A5.0-4
2
A5.0-4
F F
C C
D D
E E
3
3
4
4
5
5
6
6
7
7
8
8
101'-0"
51'-0"
380'-0"
47'-6"47'-6"47'-6"47'-6"47'-6"95'-0"47'-6"
152'-0"
33'-8"
33'-8"
33'-8"
25'-6"
25'-6"
208'-0"172'-0"
36'-0"
RIDGE RIDGE
36'-0"34'-0"36'-0"34'-0"36'-0"
36'-0"
34'-0"
34'-0"
34'-0"
34'-0"
TYP.
409
TYP.
303
40'-0"40'-0"40'-0"40'-0"40'-0"40'-0"40'-0"40'-0"
35'-0"
35'-0"
14'-0"
302302
TYP.
304
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1
/
4
"
/
1
'
-
0
"
1/4" / 1'-0"1 /4 " / 1 '-0 "
SKYLIGHT: (2%)
COORDINATE EXACT LOCATION TO PREVENT CONFLICT
WITH FRAMING, FIRE SPRINKLER LINES, ELECTRICAL
CONDUITS AND LIGHTING. SEE STRUCTURAL DRAWINGS.
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JOB NO.:
DRAWN BY.:
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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8/4/2022 8:19:59 AM
Approver
Author
SDG21-0055-00
A3.1-4
NI
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PL
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SCALE: 1/16" = 1'-0"1ROOF PLAN
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
CALCULATIONS
ABBREVIATIONS
T.O.P. = TOP OF PARAPET
H.P. = TOP OF ROOFING - HIGH POINT
M.P. = TOP OF ROOFING - MID POINT
L.P.= TOP OF ROOFING - LOW POINT
SKYLIGHTS:
SKYLIGHT SIZE: 48"x96"=32 S.F.
(WAREHOUSE AREA S.F.) x 2.0% 47,022 x .02
(SKYLIGHT SIZE) 32
DESIRED: 29 SKYLIGHTS
PROVIDED: 29 SKYLIGHTS
FUTURE SOLAR:
ROOF AREA:46,288 S.F.
SKYLIGHT AREA:928 S.F.
ROOF AREA LESS SKYLIGHT:45,360 S.F.
15% OF ROOF AREA (LESS SKYLIGHTS): 6,804 S.F.
TOTAL AREA FOR FUTURE SOLAR REQUIRED: 6,804 S.F.*
TOTAL AREA FOR FUTURE SOLAR PROVIDED: 6,804 S.F.
* CEC SECTION 110.10(B)4 DOES NOT REQUIRE THE INCLUSION OF ANY COLLATERAL LOADS
FOR FUTURE SOLAR ENERGY SYSTEMS.
LEGEND
N
KEYNOTES:
SEE SHEET A0.2 FOR GENERAL NOTES
302 BUILT-UP ROOFING.
303 ROOF DRAIN AND OVERFLOW DRAIN LOCATION.
304 CRICKET.
409 SHADE CANOPY PER STRUCTURAL.
0 8'16'32' 64'
1/16"=1'-0"
0 8'16'32' 64'
1/16"=1'-0"
FIRST FLOOR
0"
MEZZANINE
14'-0"
T.O.P.
36'-0"
ABFCDE
AC B
TYP.
406
TYP.
401
TYP.
403
TYP.
410
TYP.
404
FIRST FLOOR
0"
MEZZANINE
14'-0"
T.O.P.
36'-0"
192345678
CA B
TYP.
403
TYP.
404
TYP.
405
TYP.
413
TYP.
410
TYP.
407
FIRST FLOOR
0"
MEZZANINE
14'-0"
T.O.P.
36'-0"
1 92345678
409
2'-0"
CA B
TYP.
410
TYP.
413 409 409
TYP.
401
TYP.
402
TYP.
403
TYP.
404
FIRST FLOOR
0"
MEZZANINE
14'-0"
T.O.P.
36'-0"
A B FCDE
CA B
TYP.
401
TYP.
404
TYP.
405
TYP.
403
TYP.
410
EXTERIOR ALUMINUM COMPOSITE METAL PANEL OVER
METAL STUD WALL
EXTERIOR SMOOTH PLASTER FINISH WITH INTEGRAL
COLOR OVER METAL STUD WALL
MATERIALS:
METAL CANOPY, PAINTED
WHITE
PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR
OWNER/ARCHITECT REVIEW.
MEDIUM GRAY
DARK CHARCOAL
ACCENT COLOR: XXX
COLORS:
?
?
?
?
A
B
C
D
VISION GLASS
SPANDREL GLASS
TEMPERED GLASS
ALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE:
XXXXXXX
U FACTOR = 0.28 AND SHGC = 0.28
GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMIT
GLASS:
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C:
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7
4
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8/4/2022 8:20:02 AM
Approver
Author
SDG21-0055-00
A4.1-4
NI
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A
T
I
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N
S
SCALE: 1/16" = 1'-0"4WEST ELEVATION
SCALE: 1/16" = 1'-0"1NORTH ELEVATION
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
KEYNOTES:LEGEND
SEE SHEET A0.2 FOR GENERAL NOTES
401 ALUMINUM STOREFRONT SYSTEM WITH 1" THICK INSULATED GLAZING
UNITS.
402 ALUMINUM STOREFRONT DOOR.
403 ALUMINUM FRAMED CLERESTORY WINDOW WITH 1" THICK INSULATED
GLASS, COLOR TBD.
404 V-SHAPED REVEAL.
405 14' X 12' SECTIONAL DOOR, PAINTED.
406 9' x 10' SECTIONAL DOOR, PAINTED.
407 HOLLOW METAL DOOR.
409 SHADE CANOPY PER STRUCTURAL.
410 WALL PACK LIGHT. SEE ELECTRICAL DRAWINGS FOR SPECIFICATION.
413 SECONDARY OVERFLOW WITH COW'S TONGUE.
0 8'16'32' 64'
1/16"=1'-0"
SCALE: 1/16" = 1'-0"2SOUTH ELEVATION
SCALE: 1/16" = 1'-0"3EAST ELEVATION
LEGEND
FIRST FLOOR
0"
MEZZANINE
14'-0"
T.O.P.
36'-0"
192345678
TYP.
503
TYP.
518
TYP.
504
TYP.
509
MEZZANINE 1400
14'-0"
FIRST FLOOR
0"
MEZZANINE
14'-0"
T.O.P.
36'-0"
ABFCDE
TYP.
503
TYP.
504
TYP.
518
TYP.
519
TYP.
514
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8/4/2022 8:20:03 AM
Approver
Author
SDG21-0055-00
A5.0-4
NI
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SCALE: 1/16" = 1'-0"1WEST-EAST SECTION
SCALE: 1/16" = 1'-0"2NORTH-SOUTH SECTION
DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
503 CONCRETE SLAB. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
504 CONCRETE PANEL. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
509 STRUCTURAL COLUMN BEYOND. SEE STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
514 WALL PACK LIGHT. SEE ELECTRICAL DRAWINGS FOR SPECIFICATION.
518 ALUMINUM FRAMED CLERESTORY WINDOW WITH 1" THICK INSULATED
GLASS, COLOR TBD.
519 SECTIONAL GRADE DOOR, PAINTED. SEE DOOR SCHEDULE FOR ADDITIONAL
INFORMATION.
SEE SHEET A0.2 FOR GENERAL NOTES
KEYNOTES:LEGEND
0 8'16'32' 64'
1/16"=1'-0"
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8/4/2022 8:20:03 AM
Approver
Author
SDG21-0055-00
A9.0-4
NI
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DATE
REMARKS
1
09/20/2021
DESIGN REVIEW SUBMITTAL
2
12/16/2021
DESIGN REVIEW RE-SUBMITTAL
3
03/11/2022
DESIGN REVIEW RE-SUBMITTAL
4
05/10/2022
DESIGN REVIEW RE-SUBMITTAL
MAIN STREET
T
T
T
(INDUSTRIAL)
UP
UP
+
BUILDING 2
BUILDING 4
(INDUSTRIAL)
(SELF-STORAGE)
BUILDING 3
(INDUSTRIAL)
FOOTPRINT: 59,044 SF
CLEAR HT: 28'
GROSS FLOOR AREA: 59,044 SF
BUILDING 1
BUILDING TYPE VB
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9/
7
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P
M
Dan Mayorgas
Nick Knott
SDG21-0055-00
NI
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DA
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RE
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10807 Thornmint Road Ste. 200
San Diego, CA 92127
p: 858.673.4445
www.mpeconsulting.com
09
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(INDUSTRIAL)
FOOTPRINT: 59,044 SF
CLEAR HT: 28'
GROSS FLOOR AREA: 59,044 SF
BUILDING 1
BUILDING TYPE VB
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SDG21-0055-00
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10807 Thornmint Road Ste. 200
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p: 858.673.4445
www.mpeconsulting.com
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MAIN STREET
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(SELF-STORAGE)
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Nick Knott
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10807 Thornmint Road Ste. 200
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p: 858.673.4445
www.mpeconsulting.com
09
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2
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
SITE_Workplane Illuminance Fc 3.20 32.5 0.0 N.A.N.A.
0.0 0.1
0.0 0.2 0.6 0.9 1.0 1.0
0.3 0.7 1.5 1.9 2.1 2.0 0.4 1.1 0.6
1.4 3.8 6.5 6.8 6.8 3.4 3.2 1.9 1.1 0.4 0.2 0.2 0.3
2.3 6.1 9.7 11.1 12.9 13.0 14.6 9.9 6.5 3.2 1.8 0.9 0.8 0.8 1.1 1.4 0.7
2.7 7.1 10.9 12.3 13.0 13.6 12.5 9.4 7.1 6.6 6.5 4.6 3.3 2.2 2.5 2.2 2.0 0.9 0.3 0.2
3.0 9.2 11.0 11.5 10.3 8.8 7.9 7.5 7.4 7.7 8.6 7.6 7.9 10.6 13.4 11.7 11.2 7.0 5.6 4.3 2.5 2.0 1.6 1.8
1.9 6.1 11.5 10.9 7.2 4.8 4.2 4.4 5.4 6.7 8.2 7.5 7.4 10.0 11.8 12.7 8.9 8.9 9.5 9.3 8.8 11.5 11.6 7.8 3.4 1.7 0.7 0.2
2.5 11.5 12.8 11.0 6.1 2.3 1.2 1.4 2.5 4.3 5.6 5.8 5.9 6.4 8.3 7.8 7.9 8.7 9.4 9.3 8.4 10.9 12.8 10.9 8.6 6.3 4.4 3.0 1.6 1.6 2.3 2.2
1.4 7.2 10.7 9.2 5.1 1.7 0.7 0.8 1.1 1.5 2.1 2.5 2.8 3.2 4.2 4.4 5.0 6.4 7.5 7.7 7.3 7.9 10.2 9.8 7.3 6.2 5.0 4.1 3.0 3.1 4.5 5.1 6.5 10.7 9.1 6.3 2.1 1.3 0.4
1.1 7.9 7.1 7.4 4.6 1.5 0.6 0.6 0.6 0.6 0.7 0.9 1.0 1.2 1.4 1.4 1.6 2.2 2.8 3.4 3.7 4.6 5.5 5.1 5.2 5.1 4.8 3.6 2.6 3.3 4.7 5.5 6.5 9.6 12.5 11.5 11.3 9.4 8.6 7.2 6.0 2.0 5.5 3.6 3.3
0.5 5.2 7.5 7.2 4.9 1.8 0.7 0.4 0.4 0.4 0.5 0.7 0.9 1.0 1.1 1.0 0.9 0.8 0.7 0.8 0.9 1.2 1.5 1.8 2.2 2.8 3.3 2.9 2.4 3.0 4.0 4.7 5.8 7.6 10.9 11.9 10.4 12.2 14.2 15.1 16.1 21.0 29.5 21.7 19.9 10.3 6.9 4.8 2.2 1.4 1.8
0.3 5.2 8.1 7.8 5.9 2.2 0.6 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.5 0.5 0.4 0.5 0.7 1.1 1.4 1.4 1.4 1.8 2.4 3.1 4.5 6.3 6.7 8.4 11.5 14.1 15.0 15.3 21.5 22.5 23.5 14.8 13.7 13.0 11.7 8.7 9.2 8.1 9.7 2.6 2.7 1.5 0.7
0.4 5.1 8.2 8.1 6.2 2.1 0.5 0.4 0.5 0.5 0.6 0.8 1.0 1.0 0.9 0.9 0.9 0.8 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.4 0.5 0.7 0.8 0.8 0.8 0.8 1.0 1.6 2.4 3.4 5.7 8.8 11.3 11.8 12.0 13.0 16.9 15.1 13.9 13.3 13.0 11.5 9.4 8.2 11.3 13.5 10.6 9.5 8.3 7.5 6.6 7.8 3.2 4.3 2.0 1.9
0.7 5.3 7.6 7.2 5.3 1.8 0.4 0.3 0.3 0.3 0.3 0.9 1.0 1.0 1.2 0.8 1.0 0.8 0.6 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.6 0.8 0.9 1.0 1.1 1.1 1.2 1.3 1.6 2.2 3.1 4.1 5.0 5.3 6.3 8.1 7.9 8.3 9.6 11.3 10.2 8.1 7.8 9.7 11.5 10.5 8.7 9.7 9.7 9.3 9.0 11.1 14.8 11.6 10.5 9.8 8.9 7.1 5.1 1.8
1.4 9.1 7.3 7.2 4.6 1.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.1 0.8 0.7 0.6 0.4 0.3 0.3 0.3 0.2 0.3 0.3 0.4 0.5 0.7 0.9 1.1 1.2 1.1 1.1 1.0 0.9 0.8 0.8 0.8 0.9 1.1 1.4 1.8 1.8 2.3 3.5 4.5 5.1 5.0 4.8 5.8 6.4 6.5 7.6 9.0 9.2 8.8 9.1 12.0 12.5 11.5 11.2 14.1 14.8 15.7 20.8 23.0 25.6 12.9 7.1 3.2 1.6
1.5 9.3 11.3 8.1 4.5 1.2 0.5 0.5 0.5 0.5 0.5 0.4 0.1 0.1 0.3 0.2 0.3 0.3 0.4 0.6 0.8 1.0 1.0 1.0 1.0 1.1 0.9 0.7 0.5 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.8 1.1 1.5 1.7 1.8 2.2 2.7 3.2 4.5 5.8 6.7 6.4 6.1 7.0 7.7 8.4 10.8 13.7 14.9 15.3 19.4 24.9 24.3 17.6 14.0 11.7 10.4 7.2 6.4 8.2 5.0 4.5 2.0 1.5
2.5 15.5 11.6 9.2 4.8 1.2 0.5 0.6 0.7 0.6 0.6 0.6 0.4 0.6 0.7 0.9 1.0 1.4 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.8 1.1 1.2 1.3 1.3 1.4 1.5 1.9 2.3 2.6 2.8 3.4 4.2 5.1 7.8 10.3 11.6 12.1 13.2 17.6 18.0 15.6 13.7 12.4 12.5 9.6 8.2 9.4 11.9 11.9 10.6 8.1 6.8 5.5 3.8 2.3 2.8 1.7
2.1 10.4 12.0 7.7 4.3 1.2 0.6 0.7 0.8 0.9 0.8 0.7 0.7 0.5 0.7 0.6 0.5 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.7 1.0 1.1 1.2 1.3 1.2 1.2 1.2 1.3 1.4 1.6 1.7 1.9 1.9 2.5 3.3 4.4 5.4 6.8 9.2 9.6 9.9 10.7 11.5 11.5 8.4 7.7 8.9 11.5 12.0 9.7 9.4 9.7 9.9 9.6 11.2 15.6 10.6 10.1 5.6 3.8 2.4 1.8 1.7 2.5
1.9 9.4 8.7 7.6 4.1 1.1 0.6 0.8 1.0 1.0 1.0 0.8 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.6 0.8 1.0 1.1 1.1 1.2 1.2 1.1 1.1 1.3 1.4 1.5 1.6 1.3 1.3 1.2 1.1 1.2 1.3 1.8 2.4 2.9 3.7 5.4 7.1 7.6 6.1 5.2 5.4 6.5 6.5 7.1 8.5 9.4 9.8 8.8 11.6 11.6 12.1 8.5 9.2 9.3 8.9 10.3 8.8 11.7 3.9 3.9 2.0 1.4 1.0 0.9 1.3 1.7 0.0 1.4
2.1 8.6 9.6 8.6 4.6 1.1 0.6 0.9 1.1 1.0 0.9 1.0 0.3 0.3 0.5 0.6 0.7 0.9 1.1 1.3 1.0 1.2 1.2 1.2 1.4 1.5 1.6 1.7 1.2 1.2 1.1 1.0 1.0 0.9 0.9 1.0 1.1 1.2 1.8 2.2 2.6 2.6 2.1 2.1 2.6 3.0 4.0 5.8 7.0 7.4 7.1 7.2 9.0 8.3 8.4 9.4 9.6 9.4 8.7 11.9 13.3 10.0 7.7 6.8 6.9 6.5 6.1 8.8 9.2 14.7 8.5 8.3 4.2 3.0 1.8 0.8 0.4 0.4 0.7 1.0 2.0 1.0 0.8
2.3 8.9 9.6 8.9 4.7 1.0 0.6 0.9 1.1 0.9 1.1 1.2 0.9 1.1 1.1 1.1 1.1 1.4 1.6 1.7 1.8 1.8 1.0 1.0 1.0 1.1 0.9 0.8 0.7 0.8 0.8 1.0 1.1 1.2 1.4 1.5 1.3 1.1 1.1 1.1 1.4 1.9 2.5 3.0 3.3 3.9 4.8 4.8 5.9 7.9 8.4 8.4 8.1 9.6 11.0 9.3 7.3 7.4 8.1 7.7 7.4 7.3 11.3 11.8 10.8 6.6 5.9 4.8 3.3 1.7 0.8 0.7 1.1 1.4 0.2 2.0 2.1
2.2 8.9 9.5 8.5 4.4 1.0 0.7 0.9 1.0 1.0 1.1 0.3 0.5 0.8 1.4 1.9 1.8 1.8 1.0 1.4 1.0 1.0 0.9 0.8 0.7 0.7 0.8 0.9 1.1 1.1 1.3 1.3 1.2 1.1 1.0 0.8 0.8 0.8 0.9 1.0 1.2 1.4 1.7 1.9 2.5 3.4 4.1 4.7 4.8 5.5 6.0 5.5 5.7 6.2 7.7 7.2 6.5 6.9 8.0 9.5 8.1 6.6 5.7 4.7 3.2 1.8 1.5 2.1 4.7 6.2 14.5 10.6 9.1
2.3 10.4 8.8 7.5 3.9 1.0 0.7 0.8 0.8 0.9 0.8 0.3 0.6 0.9 1.1 1.0 1.0 1.0 0.1 0.8 0.8 0.7 0.7 0.8 0.8 0.9 1.1 1.0 1.0 1.1 1.1 0.9 0.8 0.7 0.6 0.7 0.7 0.9 1.1 1.3 1.3 1.3 1.2 1.2 1.3 1.4 1.6 1.9 2.2 2.4 2.9 3.8 4.8 4.8 4.3 4.0 4.6 5.0 4.5 4.1 4.0 3.9 3.5 3.4 4.6 5.8 7.2 9.8 12.7 12.5 8.4
1.9 11.3 12.4 7.4 3.9 1.1 0.8 0.7 0.7 0.7 0.8 0.4 0.7 1.0 1.1 1.0 1.1 0.4 0.7 0.7 1.0 1.1 1.1 1.1 1.0 0.9 0.7 0.6 0.6 0.7 0.8 0.9 1.1 1.2 1.3 1.2 1.1 1.0 1.0 1.0 1.1 1.2 1.2 1.2 1.4 1.6 1.8 1.8 1.6 1.3 1.4 1.5 1.4 1.3 1.5 1.8 2.5 3.6 5.1 5.9 6.9 8.6 9.8 8.6 6.7
3.1 15.6 11.6 8.5 4.2 1.3 0.7 0.6 0.6 0.6 0.7 0.4 0.5 0.8 0.9 1.1 1.1 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.7 0.8 1.0 1.1 1.0 1.1 1.2 1.1 1.0 0.9 1.0 1.1 1.2 1.3 1.3 1.2 1.1 1.0 1.0 1.1 1.1 1.1 1.0 0.9 0.9 0.8 1.0 1.5 2.7 4.5 5.1 5.3 5.3 5.5 5.1 3.8
2.0 10.8 11.4 7.2 3.9 1.2 0.7 0.6 0.5 0.6 0.6 0.5 0.6 0.8 0.8 0.9 0.9 0.7 0.6 0.8 0.8 0.9 1.1 1.3 1.1 1.2 1.1 1.0 0.9 1.0 1.2 1.2 1.3 1.2 1.2 1.0 0.9 0.9 1.0 1.1 1.1 1.2 1.1 1.0 0.9 0.9 1.2 2.0 2.7 2.9 2.5 2.1 2.0 1.9 1.6
2.1 9.5 8.6 7.6 4.2 1.2 0.7 0.6 0.5 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.6 1.0 0.9 1.0 1.0 1.0 1.0 1.2 1.2 1.3 1.1 1.2 1.0 0.9 0.9 1.0 1.1 1.1 1.1 1.1 1.0 0.9 0.8 0.9 1.0 1.0 1.2 1.0 1.0 1.2 1.5 1.7
2.2 9.0 9.6 8.8 4.7 1.4 0.8 0.7 0.6 0.6 0.7 0.8 0.8 0.9 0.8 0.8 0.5 1.0 1.0 1.2 1.2 1.2 1.1 1.0 1.0 0.9 1.0 1.1 1.1 1.3 1.0 1.0 0.9 0.7 0.6 0.6 0.5 1.0 1.0 1.0 1.2 1.5 1.9
2.5 9.0 9.9 9.1 5.1 1.6 1.0 0.8 0.7 0.7 0.9 1.0 1.0 1.0 0.8 0.7 0.3 0.8 1.0 1.2 1.0 0.8 0.8 0.7 0.6 0.4 0.4 1.0 1.1 1.2 1.4 1.6 2.0
2.9 9.5 10.4 8.8 5.1 1.9 1.2 1.0 0.9 0.8 0.8 1.2 1.3 1.3 1.2 0.9 0.7 1.2 1.3 1.3 1.5 1.6 2.1
4.0 12.1 11.9 9.0 5.2 2.2 1.4 1.2 1.1 0.9 1.0 1.3 1.5 1.6 1.3 1.0 0.3 1.2 1.3 1.4 1.5 1.6 1.6 2.2
4.0 16.5 17.6 11.8 6.4 2.3 1.4 1.1 1.0 0.9 1.3 1.5 1.7 1.8 1.5 1.1 0.2 1.6 1.7 1.5 1.7 1.7 1.8 2.3
7.5 22.7 20.6 15.3 7.0 2.2 1.3 1.1 1.4 1.4 1.4 1.8 2.0 1.7 1.3 0.2 1.4 1.4 1.6 1.8 1.9 2.0 2.5
6.1 20.9 20.8 14.8 6.8 1.8 1.2 1.1 1.1 1.4 1.7 1.9 2.1 1.7 1.3 0.2 1.4 1.6 1.7 1.9 2.0 2.3 2.8
9.3 21.4 19.9 15.5 6.5 1.4 1.1 1.0 0.9 1.3 1.7 2.0 2.1 1.6 1.5 0.2 1.4 1.6 1.7 2.0 2.1 2.4 2.9
6.9 25.0 24.5 15.7 6.4 1.3 0.9 0.8 0.8 0.6 1.4 1.7 2.0 2.1 1.5 1.2 1.4 1.6 1.7 2.0 2.0 2.2 2.6
13.1 32.5 27.1 17.3 6.7 1.5 0.7 0.6 0.7 0.5 1.5 1.7 1.9 1.9 1.4 0.3 1.4 1.6 1.7 1.9 1.8 1.8 2.3
8.0 24.7 25.0 14.9 6.7 2.4 2.0 2.0 0.5 3.8 1.4 1.3 1.8 2.1 2.2 2.2 0.2 1.4 1.4 1.6 1.7 1.5 1.5 2.0
11.7 18.5 17.9 12.7 5.8 2.6 2.4 2.2 2.7 7.2 4.0 2.0 2.5 2.5 10.0 9.1 4.5 10.3 5.3 4.2 1.3 1.3 1.8 2.0 2.2 2.3 1.7 1.9 6.6 4.7 1.5 1.5 1.3 1.6 1.6 1.3 1.3 1.8
9.1 15.7 15.7 11.9 5.4 2.7 3.1 3.7 2.4 2.9 3.1 2.9 3.3 3.3 2.8 4.0 9.3 4.4 6.6 7.7 4.7 5.9 10.9 5.0 4.8 6.8 5.0 4.7 7.2 9.3 1.3 1.5 1.7 2.0 2.2 2.4 2.1 2.4 3.9 3.2 2.0 2.0 1.8 1.5 1.3 1.4 2.3 3.5 9.0 3.0 0.1 0.2 0.3 1.2 1.2 1.4 1.4 1.2 1.2 1.8
9.3 14.6 14.3 11.2 5.1 2.7 3.1 3.3 2.7 2.7 3.5 4.4 3.9 3.9 4.1 3.6 4.7 6.1 6.5 8.6 7.2 5.9 6.8 4.0 2.4 2.0 4.1 5.2 7.0 5.7 6.5 6.2 3.2 3.1 1.1 1.4 1.6 1.9 2.1 2.6 3.2 2.9 2.1 2.1 3.5 2.9 2.2 1.8 1.7 1.9 2.0 1.7 4.2 7.7 2.1 1.5 3.5 3.2 4.8 3.0 2.4 2.6 2.5 2.2 1.8 3.7 2.4 3.9 4.4 2.4 2.8 1.6 1.7 2.0 6.5 4.8 1.6 2.6 2.4 2.0 1.7 1.4 1.4 1.7
9.1 13.3 12.4 9.9 4.5 2.5 2.4 2.4 2.6 2.9 3.4 4.2 4.3 4.5 4.8 3.8 3.8 5.9 7.7 8.0 7.2 5.4 4.3 3.9 2.6 2.0 1.3 1.7 2.9 4.0 5.1 6.5 5.6 4.4 4.4 3.9 3.7 3.3 2.7 5.1 6.6 2.2 0.4 1.0 1.1 1.4 1.7 2.0 2.6 3.0 2.7 2.5 2.6 3.0 3.1 2.4 2.0 2.0 2.3 2.5 2.7 2.9 3.8 2.3 1.9 1.7 1.2 0.7 0.5 0.3 3.9 2.6 2.5 3.5 3.5 3.2 3.2 2.9 2.5 4.5 5.8 2.5 2.4 2.6 2.4 1.4 3.5 2.9 2.1 2.4 3.9 3.5 3.6 3.5 3.4 3.5 2.9 2.7 2.8 2.6 2.0 1.7 1.4 1.4 1.8
8.8 10.7 9.3 6.5 3.3 2.0 1.7 1.8 2.0 2.3 2.7 3.4 3.8 4.0 3.9 3.7 4.5 5.2 6.3 6.7 6.4 5.4 4.7 4.5 3.1 2.4 1.9 1.7 2.7 3.3 4.1 4.8 5.1 4.8 5.0 5.0 4.2 4.0 3.7 3.8 4.1 2.8 3.0 3.1 2.6 2.9 8.5 3.5 0.3 0.8 0.9 1.2 1.5 1.8 1.9 2.1 2.0 2.1 2.2 2.2 2.4 2.3 2.1 2.2 2.6 3.4 3.3 2.2 2.1 3.1 2.8 1.9 1.4 0.9 2.5 2.9 3.0 2.9 3.0 3.6 4.1 3.6 3.6 4.0 3.7 2.5 2.7 3.6 3.2 3.3 3.1 2.4 4.1 5.7 2.4 4.5 4.2 3.8 3.6 4.5 4.4 4.2 4.5 3.4 2.6 2.5 4.1 3.3 2.5 2.0 1.7 1.4 1.4 1.8
10.3 10.6 7.5 4.0 2.1 1.4 1.2 1.2 1.2 1.6 2.1 2.6 3.0 3.0 2.8 2.8 3.3 3.8 4.4 4.8 4.9 4.5 4.1 3.9 3.0 2.2 1.8 1.5 2.0 2.4 2.9 3.5 4.0 4.2 4.5 4.7 4.6 4.8 4.1 3.0 2.9 4.3 4.2 3.8 3.2 3.5 5.5 3.4 2.3 2.4 2.1 1.8 1.7 1.7 1.5 1.4 1.4 1.4 1.4 1.5 1.7 1.8 2.0 2.2 2.5 2.9 2.7 2.5 2.5 2.9 3.0 2.1 1.4 2.2 2.1 2.1 2.2 2.4 2.6 2.9 3.4 3.5 3.7 3.9 3.4 3.0 3.0 4.2 4.1 3.8 3.9 4.0 2.5 2.4 4.8 4.5 4.0 3.8 3.6 3.9 4.1 4.0 3.7 3.2 2.9 2.8 3.5 3.2 2.4 1.8 1.6 1.4 1.5 1.6
13.2 12.2 7.1 3.1 1.4 1.0 0.9 0.8 0.9 1.1 1.5 1.8 2.0 2.1 1.9 2.0 2.2 2.5 2.8 3.1 3.5 3.5 3.2 3.0 2.5 1.9 1.5 1.4 1.5 1.7 2.0 2.3 2.8 3.3 3.7 4.0 4.2 4.1 3.6 3.4 3.5 4.1 4.6 4.5 4.7 3.1 2.5 2.7 3.6 2.7 2.2 1.8 1.6 1.3 1.1 1.0 0.9 0.8 0.9 1.0 1.2 1.4 1.7 1.9 2.0 2.0 2.0 2.1 2.1 2.1 2.2 1.9 2.1 1.8 1.6 1.5 1.6 1.6 1.9 2.2 2.7 3.0 3.0 2.9 2.8 2.9 3.1 3.6 4.0 3.9 4.0 3.7 2.9 3.7 4.2 4.5 3.7 3.0 2.9 3.1 3.3 3.2 2.8 2.5 2.4 2.2 2.5 2.5 2.1 1.7 1.4 1.3 1.3 1.3
11.3 11.5 6.4 2.4 0.9 0.7 0.6 0.6 0.7 0.9 1.1 1.2 1.3 1.4 1.3 1.3 1.4 1.6 1.9 2.1 2.4 2.6 2.4 2.2 2.0 1.6 1.2 1.2 1.1 1.2 1.4 1.6 1.9 2.4 2.9 3.3 3.3 3.1 2.9 2.9 3.1 3.4 4.0 4.3 4.1 3.3 3.0 2.9 3.6 2.9 2.1 1.6 1.3 1.1 0.8 0.7 0.6 0.6 0.6 0.7 0.9 1.0 1.3 1.4 1.4 1.3 1.3 1.2 1.3 1.4 1.8 1.9 1.7 1.4 1.2 1.1 1.0 1.0 1.3 1.6 2.0 2.2 2.2 2.1 2.0 2.2 2.4 2.8 3.2 3.4 3.2 2.8 3.3 3.2 3.2 3.3 2.9 2.4 2.4 2.4 2.3 2.3 2.1 1.8 1.5 1.6 1.7 1.7 1.7 1.5 1.2 1.1 1.0 0.9
8.6 8.4 5.2 1.9 0.6 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.9 0.9 0.9 0.9 1.0 1.1 1.3 1.4 1.6 1.8 1.7 1.7 1.5 1.2 1.0 0.9 0.9 0.9 1.0 1.2 1.4 1.7 2.1 2.4 2.4 2.2 2.1 2.0 2.3 2.7 3.1 3.3 3.1 2.8 2.6 2.5 2.7 2.5 2.0 1.5 1.1 0.9 0.7 0.6 0.5 0.5 0.5 0.5 0.7 0.8 0.9 0.9 0.9 0.8 0.7 0.7 0.8 1.0 1.2 1.3 1.3 1.1 0.9 0.8 0.8 0.8 0.9 1.2 1.3 1.4 1.5 1.4 1.3 1.3 1.7 2.1 2.4 2.5 2.3 2.1 2.3 2.3 2.2 2.3 2.2 2.0 1.8 1.7 1.6 1.6 1.4 1.2 1.0 1.0 1.1 1.2 1.2 1.2
6.9 6.9 4.8 1.6 0.5 0.7 0.6 0.5 0.5 0.5 0.5
4.9 6.2 6.1 4.7 2.8 2.9 2.4 1.4 0.8 0.5 0.4
4.0 7.0 7.1 10.9 6.5 5.0 3.6 1.9 0.9
7.3 17.8 12.6 9.3 7.1 5.1 4.2 2.4
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BUILDING 2
(INDUSTRIAL)
FOOTPRINT: 59,044 SF
CLEAR HT: 28'
GROSS FLOOR AREA: 59,044 SF
BUILDING 1
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2.0 2.4 2.7 2.6 3.7 4.8 6.5 9.0 11.3 12.5 9.6 6.5 5.7 5.1 4.1 4.4 5.1 5.5 6.0 6.1 6.8 5.5 4.7 4.2 3.8 3.3 2.6 1.9 1.4 1.1 0.9 0.9 0.7 0.5 0.4 0.6 0.6
1.4 2.3 3.1 4.6 10.1 11.3 10.7 6.6 5.4 5.2 4.6 5.1 5.4 6.4 7.7 10.3 10.2 7.5 6.0 5.0 4.7 4.1 3.9 3.9 3.5 3.2 2.9 2.8 2.2 1.7 1.6 1.6 1.5 1.4 1.2 1.0 0.9 0.9 0.8 0.6 0.4 0.3 0.6 0.6 0.5
1.8 3.0 6.2 9.9 10.6 7.9 8.1 8.8 9.0 9.8 11.9 12.4 9.7 6.6 5.8 5.2 4.4 4.7 5.1 5.3 5.4 5.4 5.6 4.4 3.3 2.8 2.5 2.3 2.1 1.7 1.4 1.1 1.1 1.2 1.1 1.0 0.9 0.9 1.0 1.1 1.1 1.2 1.1 1.0 0.8 0.6 0.4 0.3 0.8 0.8 0.7
1.8 1.5 1.8 2.1 2.3 3.5 4.6 6.4 8.9 11.0 12.8 10.6 8.5 9.5 9.6 8.9 8.7 10.2 9.7 7.0 5.7 4.8 4.4 4.0 3.8 3.6 3.0 2.4 2.0 1.7 1.4 1.1 1.1 1.2 1.3 1.3 1.2 1.2 1.2 1.2 1.1 1.1 0.9 0.8 0.8 0.9 1.0 1.1 1.1 1.1 1.0 0.8 0.6 0.5 0.4 1.0 1.0 0.9
1.0 1.8 3.7 6.8 10.9 11.5 10.7 6.7 5.3 5.1 4.5 5.0 5.3 6.4 7.5 10.4 10.8 8.6 7.7 8.4 8.8 7.8 6.4 5.6 5.4 4.0 2.9 2.4 2.1 2.0 1.8 1.3 1.0 0.8 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.0 1.1 1.2 1.2 1.3 1.2 1.1 1.0 0.8 0.8 0.9 1.0 1.1 1.0 0.9 1.1 0.8 0.6 0.5 0.4 0.3 1.1 1.0
2.7 1.9 2.1 1.8 1.8 2.0 2.5 4.0 5.0 6.5 8.4 11.9 12.4 9.5 6.6 5.8 5.3 4.2 4.7 5.2 5.3 5.4 5.5 6.0 5.0 4.6 5.2 5.1 4.1 3.0 2.2 1.8 1.4 1.1 1.1 1.1 1.0 0.8 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.2 1.1 1.0 1.0 1.1 1.0 1.0 1.0 1.0 1.1 0.9 0.8 0.9 0.9 0.9 1.0 1.1 1.1 0.8 0.2 0.2 1.1 1.1
0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.7 1.7 3.2 4.4 7.0 10.5 13.8 11.5 9.9 6.5 5.3 4.9 4.2 4.9 5.3 6.4 7.6 9.4 9.3 7.1 5.9 5.0 4.8 4.1 3.8 3.6 3.0 2.5 2.2 2.0 1.7 1.6 1.6 1.4 1.2 1.1 1.2 1.2 1.2 1.1 1.0 0.9 0.7 0.6 0.5 0.6 0.7 0.8 1.0 0.2 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.0 1.1 1.1 0.8 0.7 0.7 0.3 0.3 1.2 1.5 1.4
2.3 1.4 0.8 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.8 1.5 3.0 4.9 5.7 6.7 9.6 12.4 12.3 8.7 6.7 5.7 5.1 4.1 4.8 5.0 5.0 4.9 5.0 5.0 3.8 3.2 2.8 2.5 2.4 2.2 1.8 1.2 1.0 1.0 1.1 1.1 1.0 0.9 0.8 0.8 0.9 1.1 1.2 1.2 1.1 1.1 0.9 0.7 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.6 0.7 0.6 1.7 2.1 2.5
4.2 2.4 1.4 1.0 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.8 0.8 0.8 0.7 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.6 0.7 1.1 1.7 3.0 4.9 5.5 6.6 7.5 8.4 7.9 6.7 5.9 5.4 5.2 4.1 3.5 3.1 2.5 1.9 1.6 1.3 1.1 0.9 1.0 1.1 1.2 1.3 1.3 1.0 1.1 1.2 1.1 1.1 0.9 0.8 0.7 0.7 0.9 1.1 1.1 1.0 0.9 1.1 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 1.0 2.3 3.0 4.1
4.4 2.5 1.4 1.1 1.0 1.1 1.0 1.0 0.9 0.7 0.7 0.7 0.8 0.9 1.0 1.1 1.0 1.0 0.8 0.7 0.6 0.7 0.7 0.9 0.9 1.0 1.0 0.9 0.8 0.7 0.7 0.8 1.1 1.7 2.9 4.1 4.3 4.4 4.3 4.6 4.2 3.4 3.2 3.2 3.0 2.8 2.1 1.5 1.1 0.7 0.6 0.6 0.6 0.7 0.8 0.9 1.0 1.1 1.4 1.0 1.1 1.2 1.1 1.1 0.9 0.7 0.7 0.7 0.8 1.0 1.1 1.1 1.1 1.0 0.7 0.7 0.5 1.1 2.7 4.6 5.5
4.2 2.6 1.5 1.2 1.1 0.9 0.9 1.0 0.9 0.8 0.7 0.7 0.8 1.0 1.0 1.0 1.0 1.1 0.9 0.7 0.7 0.7 0.8 0.9 1.0 1.0 1.0 1.0 0.9 0.8 0.7 0.8 1.1 1.5 1.9 2.0 1.9 1.7 1.4 1.4 1.3 1.1 1.2 1.4 1.5 1.5 1.3 1.2 0.9 0.7 0.5 0.5 0.6 0.7 0.9 1.0 1.1 1.3 1.4 1.4 1.0 1.2 1.0 1.1 0.9 0.8 0.7 0.7 0.8 0.8 0.9 2.2 4.3 5.9
2.1 1.7 1.1 1.0 1.1 1.1 1.0 1.0 0.8 0.8 0.7 0.7 0.8 1.0 1.1 1.3 1.0 1.1 0.9 0.8 0.7 0.7 0.8 1.0 1.0 1.1 0.9 1.1 0.9 0.8 0.8 0.8 1.0 1.2 1.3 1.4 1.0 1.2 1.0 0.9 0.8 0.8 0.9 1.1 1.1 1.2 1.0 1.1 0.9 0.7 0.5 0.4 0.7 0.8 1.0 1.2 1.3 1.5 1.5 1.2 1.1 1.1 1.1 0.9 0.9 1.4 3.3 5.8 7.7
1.1 0.9 0.2 0.2 0.2 0.4 0.5 0.7 0.6 0.8 1.2 1.0 0.8 0.8 0.9 0.8 0.8 0.9 0.8 0.9 1.1 1.1 0.8 0.8 0.9 0.8 0.9 1.0 0.9 1.0 1.2 1.1 0.9 0.9 0.9 0.8 0.9 1.0 0.9 1.0 1.2 1.1 0.8 0.8 0.7 0.6 0.4 0.8 0.8 1.0 1.3 1.3 1.4 1.1 0.6 1.0 1.2 2.0 4.7 7.7 12.6 15.0 6.5
1.4 1.2 0.1 0.1 0.7 0.8 0.9 1.1 1.1 1.0 1.2 1.2 1.5 1.6 3.5 7.4 11.6 13.5 11.1
1.9 1.6 0.1 0.9 0.9 0.9 1.0 1.1 1.2 1.1 1.0 1.1 1.3 1.5 2.5 5.7 8.8 11.2 10.7
2.4 1.7 0.1 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.2 1.0 1.1 1.4 1.7 3.6 8.1 10.7 11.0 8.9
2.8 2.1 0.1 0.9 1.1 1.1 1.0 1.0 1.1 1.0 1.0 0.9 1.1 1.1 1.2 2.1 6.2 9.7 10.8 10.9
2.9 6.6 0.2 1.0 1.1 1.1 1.0 1.0 1.0 0.9 0.9 0.9 1.1 1.1 1.1 1.4 3.8 8.4 10.7 10.5 11.7
2.5 4.7 0.2 1.1 1.1 1.1 1.0 0.9 1.0 0.9 0.9 0.9 1.1 1.1 1.1 1.2 2.2 5.8 9.2 13.5 14.2
2.3 1.6 0.4 1.1 1.1 1.1 1.0 0.9 1.0 0.9 0.9 0.9 0.9 1.2 1.3 1.3 1.6 3.8 7.5 12.2 15.2
2.0 1.6 0.5 1.1 1.0 1.0 1.0 0.8 1.0 1.0 1.0 1.1 0.9 1.2 1.1 1.3 1.5 2.3 5.7 9.7 13.6 14.7
1.7 1.3 0.7 1.0 1.0 1.0 1.0 0.8 1.0 1.0 1.1 1.1 1.1 1.6 2.5 3.5 4.2 3.1 2.6 1.3 1.1 1.3 1.3 1.4 3.7 8.7 12.0 12.5
1.1 0.9 0.7 1.1 1.1 1.1 1.0 0.7 0.9 1.1 1.1 1.0 1.1 2.4 1.5 1.7 1.4 1.1 1.0 1.1 1.5 2.1 2.9 2.9 2.8 6.5 1.1 1.1 1.2 1.2 1.5 3.7 9.2 13.1 11.7
0.7 0.5 0.9 1.2 1.1 1.1 0.9 0.7 0.8 1.0 1.1 0.9 1.0 0.6 1.1 1.5 1.5 2.8 6.8 3.3 1.9 2.1 1.8 1.4 1.1 1.0 4.1 4.4 4.5 4.8 5.4 7.3 2.2 2.1 1.8 1.5 2.0 5.3 10.7 16.2 14.1
0.4 0.3 1.0 1.0 1.1 1.1 0.9 0.6 0.7 0.9 1.0 1.0 0.9 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.3 1.8 2.1 2.7 2.3 2.1 3.6 3.2 2.6 2.4 2.6 3.2 4.1 4.3 4.7 5.0 5.1 4.2 3.2 2.1 1.8 3.0 8.6 3.2 1.7 2.5 2.2 1.9 1.8 3.1 6.0 11.8 15.4
0.2 0.2 1.0 0.9 1.1 1.0 0.8 0.6 0.6 0.8 0.8 0.8 0.7 0.0 0.0 0.1 0.1 0.2 0.3 0.5 2.1 2.1 2.5 3.4 3.2 2.5 2.6 3.1 3.2 2.8 2.5 2.5 2.9 3.3 3.5 4.0 4.7 4.9 3.6 3.0 2.3 7.3 4.7 2.0 2.5 2.7 2.7 2.4 3.0 3.7 2.4 2.9 2.9 2.4 2.2 2.8 5.0 7.3 9.9 11.5
0.1 0.1 0.9 1.1 1.0 0.9 0.7 0.5 0.4 0.6 0.6 0.6 0.6 3.3 3.1 2.0 2.1 3.1 3.4 2.6 2.2 2.2 2.6 3.1 2.8 2.6 2.5 2.4 2.4 2.3 2.3 2.4 2.5 2.5 2.7 3.1 3.4 3.4 2.8 2.3 8.5 2.9 2.2 2.8 3.0 2.8 2.8 4.0 3.3 3.1 3.1 3.2 3.3 3.8 3.2 2.3 2.4 3.4 3.0 2.7 2.9 5.0 6.6 8.0 7.7
0.1 0.1 0.7 0.8 0.8 0.8 0.6 0.6 0.7 1.0 1.3 1.7 2.4 3.2 2.8 2.4 2.4 2.5 2.8 2.5 2.2 2.2 2.3 2.3 2.1 1.9 1.8 1.7 1.7 1.7 1.9 2.1 2.0 1.9 2.0 2.2 2.5 2.5 2.5 2.7 1.7 1.7 2.8 5.4 3.2 3.1 3.4 3.6 4.0 3.9 2.7 2.7 3.9 4.1 3.6 3.6 3.8 3.2 2.8 2.6 2.6 2.6 2.7 4.2 7.5 8.4 8.1 6.7
0.3 0.4 0.6 1.0 1.4 1.6 1.9 6.4 4.7 1.7 1.8 1.7 1.5 1.5 1.7 1.8 2.0 6.4 5.0 1.8 2.0 2.0 2.0 2.4 3.1 3.3 3.5 11.6 10.1 3.3 3.4 3.1 2.5 2.1 2.0 2.0 2.0 5.9 5.5 1.9 1.8 1.7 1.5 1.5 1.7 1.8 1.8 5.5 5.7 1.8 2.3 2.1 1.6 1.2 1.0 0.7 0.7 0.9 1.2 1.5 2.0 2.3 2.0 1.9 1.9 1.9 1.9 1.9 2.0 2.0 1.9 1.6 1.4 1.3 1.0 1.1 1.1 1.2 1.3 1.5 1.5 1.5 1.7 1.8 1.9 1.9 2.1 2.5 2.2 2.6 2.9 2.3 2.6 4.2 4.2 4.1 4.2 3.7 3.2 3.1 3.4 3.7 3.5 3.3 3.1 2.5 2.3 2.1 1.9 1.9 2.7 5.3 7.6 8.3 8.5
0.4 0.5 0.8 1.3 1.8 2.1 2.7 2.9 2.5 2.8 2.4 2.2 2.0 2.0 2.2 2.3 2.7 3.3 3.0 2.7 2.5 2.6 2.7 3.2 3.9 4.3 5.1 5.2 4.9 5.3 4.4 3.9 3.2 2.7 2.6 2.6 2.7 3.3 3.2 2.6 2.3 2.2 2.0 2.0 2.2 2.4 2.8 2.7 2.7 2.7 2.7 2.2 1.7 1.3 1.0 0.7 0.7 0.8 1.0 1.3 1.6 1.6 1.3 1.3 1.1 1.2 1.3 1.3 1.5 1.6 1.4 1.1 1.0 0.8 0.7 0.7 0.8 0.9 1.0 1.1 1.1 1.2 1.3 1.4 1.4 1.6 1.8 2.1 2.4 3.5 3.1 2.7 3.0 3.5 3.9 3.8 3.5 3.0 2.8 2.6 2.6 2.8 2.9 2.8 2.3 1.9 1.6 1.3 1.4 1.4 2.8 5.8 7.7 7.9 6.4
0.4 0.6 0.9 1.4 2.1 3.1 3.0 2.2 2.3 3.4 3.3 2.6 2.2 2.2 2.7 3.5 3.2 2.3 2.4 3.6 3.5 3.0 2.9 3.4 4.5 6.3 6.0 4.2 4.2 6.1 6.3 4.6 3.4 3.0 3.1 3.7 3.5 2.4 2.3 3.3 3.3 2.6 2.2 2.1 2.6 3.3 3.3 2.3 2.2 3.1 3.4 2.4 1.7 1.3 1.0 0.7 0.6 0.7 0.9 1.1 1.1 1.0 0.8 0.7 0.7 0.7 0.8 0.9 1.0 1.1 1.0 0.8 0.7 0.6 0.6 0.5 0.6 0.7 0.7 0.8 0.8 0.9 1.0 1.0 1.1 1.3 1.5 1.9 2.4 2.7 2.6 2.5 2.5 2.6 2.9 2.9 2.7 2.3 2.0 1.8 1.8 2.0 2.1 2.0 1.7 1.3 1.0 0.9 0.9 1.3 3.6 6.6 8.4 8.1
0.5 0.7 1.0 1.5 2.1 2.7 2.6 2.5 2.5 2.8 2.9 2.6 2.3 2.3 2.7 3.1 2.9 2.7 2.8 3.1 3.4 3.1 3.1 3.6 4.6 5.5 5.1 4.8 4.8 5.1 5.4 4.5 3.6 3.1 3.2 3.4 3.1 2.8 2.7 2.9 3.1 2.6 2.3 2.2 2.6 3.0 2.7 2.5 2.5 2.6 2.9 2.3 1.7 1.2 0.9 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.5 0.5 0.5 0.5 0.5 0.6 0.7 0.7 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.8 0.9 1.0 1.2 1.6 1.9 1.9 1.8 1.8 1.7 1.9 2.0 1.9 1.8 1.7 1.4 1.2 1.2 1.3 1.4 1.3 1.2 1.0 0.8 0.7 0.8 1.7 5.5 9.0 12.1 10.9
0.5 0.6 1.0 1.4 1.7 1.9 1.8 1.9 2.0 2.0 2.1 2.1 2.2 2.2 2.3 2.3 2.2 2.3 2.3 2.3 2.6 2.7 3.0 3.4 3.7 3.9 3.7 3.8 3.7 3.6 3.8 3.7 3.4 3.0 2.7 2.6 2.4 2.3 2.3 2.2 2.3 2.2 2.2 2.2 2.2 2.1 2.0 2.0 1.9 1.8 2.0 1.8 1.5 6.0 11.5 13.3
10.6
T
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MAIN STREET
4 4 4 4 4 4 4 4 4
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BUILDING 4
(INDUSTRIAL)
(SELF-STORAGE)
BUILDING 3
UP
UP
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
SITE_Workplane Illuminance Fc 3.20 32.5 0.0 N.A.N.A.
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CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
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10807 Thornmint Road Ste. 200
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p: 858.673.4445
www.mpeconsulting.com
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Dan Mayorgas
Nick Knott
SDG21-0055-00
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10807 Thornmint Road Ste. 200
San Diego, CA 92127
p: 858.673.4445
www.mpeconsulting.com
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PROPOSED PLANT SCHEDULE
TREES
SYMBOL BOTANICAL NAME COMMON NAME SIZE /
FORM
HT. X SPRD.
X CAL. (MIN.)
WATER
USE DESCRIPTION
CERCIS
OCCIDENTALIS WESTERN REDBUD 24" BOX
STD.
9'H X 4'W
X 1-1/2"CAL.L
SMALL
FLOWERING
TREE
LOPHOSTEMON
CONFERTUS BRISBANE BOX 24" BOX
STD.
10'H X 3'W
C 1-1/4"
CAL
M VERTICAL
EVERGREEN
PLATANUS
RACEMOSA
CALIFORNIA
SYCAMORE
24" BOX
STD.
10'H X 4'W
X 1-1/2"
CAL.
M
DECIDUOUS
CANOPY - BMP
TREE WELL BMP
QUERCUS AGRIFOLIA COAST LIVE OAK 24" BOX
STD.
9'H X 3'W X
1-1/4" CAL.L EVERGREEN
CANOPY
RHUS LANCEA AFRICAN SUMAC 24" BOX
STD.
9'H X 3'W X
1-1/4" CAL.L EVERGREEN
CANOPY
SHRUBS, GRASSES, & GROUNDCOVERS
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING WATER
USE DESCRIPTION
BACCHARIS P. 'TWIN
PEAKS'
DWARF COYOTE
BRUSH 1 GAL.48" O.C.L EVERGREEN
LOW SHRUB
CALLISTEMON 'LITTLE
JOHN'
DWARF
BOTTLEBRUSH 5 GAL.36" O.C.L FLOWERING
SHRUB
CARISSA M. 'GREEN
CARPET'DWARF NATAL PLUM 1 GAL.30" O.C.L EVERGREEN
LOW SHRUB
CAREX DIVULSA BERKELEY SEDGE 1 GAL.24" O.C.M ORNAMENTAL
GRASS
CEANOTHUS G. 'POINT
REYES'
POINT REYES
CREEPER 1 GAL.48" O.C.L FLOWERING
LOW SHRUB
DIANELLA 'CASSA
BLUE'
CASSA BLUE FLAX
LILY 1 GAL.24" O.C.L UPRIGHT
ACCENT
HESPERALOE
'BRAKELIGHTS'BRAKELIGHTS YUCCA 5 GAL.36" O.C.L UPRIGHT
ACCENT
HETEROMELES
ARBUTIFOLIA TOYON 5 GAL.60" O.C.L LARGE SHRUB
LANTANA 'NEW GOLD'NEW GOLD LANTANA 5 GAL.36" O.C.L FLOWERING
LOW SHRUB
MUHLENBERGIA C.
'REGAL MIST'PINK MUHLY 5 GAL.36" O.C.L ORNAMENTAL
GRASS
MUHLENBERGIA
RIGENS DEER GRASS 1 GAL.36" O.C.L ORNAMENTAL
GRASS
OLEA 'MONTRA'LITTLE OLLIE 5 GAL.36" O.C.L LARGE SHRUB
RHAPHIOLEPIS INDICA
'CLARA'INDIAN HAWTHORN 5 GAL.36" O.C.L EVERGREEN
SHRUB
ROSMARINUS O.
'PROSTRATUS'
PROSTRATE
ROSEMARY 1 GAL.36" O.C.L EVERGREEN
GROUNDCOVER
WESTRINGIA F.
'WYNYABBIE GEM'COAST ROSEMARY 5 GAL.36" O.C.L EVERGREEN
HEDGE
WESTRINGIA 'MUNDI'MUNDI COAST
ROSEMARY 5 GAL.36" O.C.L EVERGREEN
LOW SHRUB
WATER USE KEY:
VL = VERY LOW WATER USE, L = LOW WATER USE, M = MODERATE WATER USE, H = HIGH WATER USE. WATER USE STATED
IS PER 'WATER USE CLASSIFICATION OF LANDSCAPE SPECIES' (ALSO REFERRED TO AS WUCOLS IV) FOR THE CITY OF
CHULA VISTA.
PROPOSED PLANTING - SLOPES
SHRUBS, GRASSES, & GROUNDCOVERS
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING WATER
USE DESCRIPTION
ACACIA REDOLENS
'LOW BOY'PROSTRATE ACACIA 1 GAL.8' O.C.L EVERGREEN
LOW SHRUB
BOUGAINVILLEA 'LA
JOLLA'
RED SHRUB
BOUGAINVILLEA 1 GAL,48" O.C.L FLOWERING
SHRUB
COTONEASTER
DAMMERI 'LOWFAST'
BEARBERRY
COTONEASTER 1 GAL.48" O.C.L EVERGREEN
LOW SHRUB
ECHIUM FASTUOSUM PRIDE OF MADEIRA 5 GAL.48" O.C.L UPRIGHT SHRUB
HETEROMELES
ARBUTIFOLIA TOYON 5 GAL.60" O.C.L LARGE SHRUB
LIMONIUM PEREZII SEA LAVENDER 1 GAL.36" O.C.L FLOWERING
LOW SHRUB
MYOPORUM
PARVIFOLIUM 'PUTAH
CREEK'
PROSTRATE
MYOPORUM 1 GAL.36" O.C.L EVERGREEN
GROUNDCOVER
RHUS OVATA SUGAR BUSH 1 GAL.60" O.C.L LARGE SHRUB
NATIVE HYDROSEED
MIX
COASTAL / MARITIME
SCRUB ----L NATIVE COVER
WATER USE KEY:
VL = VERY LOW WATER USE, L = LOW WATER USE, M = MODERATE WATER USE, H = HIGH WATER USE. WATER USE STATED
IS PER 'WATER USE CLASSIFICATION OF LANDSCAPE SPECIES' (ALSO REFERRED TO AS WUCOLS IV) FOR THE CITY OF
CHULA VISTA.
PROPOSED PLANTING - MSE WALL
SHRUBS, GRASSES, & GROUNDCOVERS
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING WATER
USE DESCRIPTION
FICUS PUMILA CREEPING FIG 4" POT 1 PER CELL M SPREADING
VINE
ROSMARINUS O.
'PROSTRATUS
PROSTRATE
ROSEMARY 4" POT 1 PER CELL L TRAILING
EVERGREEN
VERBENA SPP.VERBENA 4" POT 1 PER CELL L TRAILING
PERRENIAL
LORNICERA JAPONCA.HONEYSUCKLE 4" POT 1 PER CELL L TRAILING
PERRENIAL
BOUGAINVILLEA 'LA
JOLLA'BOUNGAINVILLEA 4" POT 1 PER CELL L TRAILING
PERRENIAL
WATER USE KEY:
VL = VERY LOW WATER USE, L = LOW WATER USE, M = MODERATE WATER USE, H = HIGH WATER USE. WATER USE STATED
IS PER 'WATER USE CLASSIFICATION OF LANDSCAPE SPECIES' (ALSO REFERRED TO AS WUCOLS IV) FOR THE CITY OF
CHULA VISTA.
PROPOSED PLANTING - TREE WELL BMP
SHRUBS, GRASSES, & GROUNDCOVERS
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING WATER
USE DESCRIPTION
JUNCUS PATENS GRAY RUSH 1 GAL.24" O.C.L EVERGREEN
PERRENIAL
LEYMUS
CONDENSATUS
‘CANYON PRINCE’
CANYON PRINCE WILD
RYE 1 GAL.24" O.C.L EVERGREEN
PERRENIAL
CAREX SPISSA SAN DEIGO SEDGE 1 GAL.24" O.C.L EVERGREEN
PERRENIAL
MUHLENBERGIA
RIGENS DEERGRASS 1 GAL.48" O.C.L EVERGREEN
PERRENIAL
WATER USE KEY:
VL = VERY LOW WATER USE, L = LOW WATER USE, M = MODERATE WATER USE, H = HIGH WATER USE. WATER USE STATED
IS PER 'WATER USE CLASSIFICATION OF LANDSCAPE SPECIES' (ALSO REFERRED TO AS WUCOLS IV) FOR THE CITY OF
CHULA VISTA.NI
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LANDSCAPE CONCEPT STATEMENT OF COMPLIANCE
THIS LANDSCAPE DESIGN AND THE FINAL LANDSCAPE PLANS WILL REFLECT CONFORMANCE WITH THE CITY OF
CHULA VISTA'S LANDSCAPE WATER CONSERVATION ORDINANCE (CVMC20.12), PROMOTING WATER CONSERVATION
THROUGH THE USE OF MODERATE AND LOW-WATER REQUIRING PLANT SPECIES, GROUPING OF PLANT MATERIALS
WITH SIMILAR WATER REQUIREMENTS AND IMPLEMENTING A LOW-VOLUME AND EFFICIENT AUTOMATIC IRRIGATION
SYSTEM.
CONCEPT DESIGN STATEMENT
THE LANDSCAPE DESIGN WILL BE SUSTAINABLE WITH AN EMPHASIS ON DROUGHT TOLERANT, NATIVE OR ADAPTIVE
SPECIES THAT ARE LONG LIVED AND EASILY MAINTAINED IN THEIR NATURAL FORM. APPROXIMATELY 90% OF THE
PLANTS USED WILL HAVE LOW WATER REQUIREMENTS BASED UPON THE "2014 WATER USE CLASSIFICATION OF
LANDSCAPE SPECIES" (WUCOLS IV) AND WILL CONFORM TO CURRENT WATER CONSERVATION STANDARDS
INCLUDING THE CITY OF CHULA VISTA LANDSCAPE WATER CONSERVATION ORDINANCE. PLANT MATERIAL WILL BE
GROUPED BY HYDROZONES THAT HAVE SIMILAR WATER NEEDS.
EVERGREEN TREES WILL BE USED TO PROVIDE SHADE OVER PARKING AREAS AND TO SOFTEN THE BUILDING
FACADE, WHILE FLOWERING DECIDUOUS TREES WILL BE USED TO ACCENTUATE THE BUILDING ENTRY AND OUTDOOR
PATIO SPACES. HEDGES WILL BE USED TO SCREEN PARKING AREAS FROM THE PUBLIC RIGHT-OF-WAY AND
ADJACENT PARCELS, AND EVERGREEN VINES WILL BE USED TO HELP SCREEN THE TRASH ENCLOSURE. SHRUBS AND
GROUND COVERS WITH VARYING FORMS, COLORS AND TEXTURES WILL BE USED THROUGHOUT THE PROJECT TO
PROVIDE INTEREST. THE PLANT PALETTE WILL COMPLEMENT THE ADJACENT PARCELS AND STREETSCAPE TO HELP
VISUALLY BLEND THE PROJECT INTO THE SURROUNDING NEIGHBORHOOD.
CONCEPTUAL IRRIGATION DESIGN STATEMENT
IRRIGATION DESIGN WILL CONFORM TO CURRENT WATER CONSERVATION STANDARDS INCLUDING THE CITY OF
CHULA VISTA LANDSCAPE WATER CONSERVATION ORDINANCE AND THE STATE MODEL WATER EFFICIENT LANDSCAPE
ORDINANCE (MWELO). IRRIGATION WILL BE DISTRIBUTED BY IN LINE DRIP TUBING AND A SMART IRRIGATION
CONTROLLER WITH RAIN SHUT-OFF CAPABILITIES. THE VALVES WILL BE GROUPED BY HYDROZONE, EXPOSURE, SOIL
TYPE AND GRADING FEATURES.
SHADE TREE POLICY
THE PURPOSE OF THIS POLICY IS TO PROVIDE GUIDELINES FOR THE SELECTION & PLACEMENT OF NEW SHADE TREES
AS WELL AS THE RETENTION OF EXISTING SHADE TREE FOR BOTH PUBLIC AND PRIVATE PROJECTS. SHADE TREES
SHALL BE PROVIDED FOR ALL NEW PARKING LOTS THAT, IN GOOD GROWING CONDITIONS, WILL ACHIEVE 50% CANOPY
COVER OVER THE PARKING STALL AREAS FIVE TO FIFTEEN YEARS AFTER THE PLANTING DATE FOR THAT TREE.
MAINTENANCE RESPONSIBILITY STATEMENT
OWNER IS RESPONSIBLE FOR INSTALLATION AND ONGOING MAINTENANCE OF IRRIGATION AND PLANTING WITHIN THE
PROPERTY'S INTERIOR AND THE CITY RIGHT-OF-WAY.
LANDSCAPE MAINTENANCE AT FIRE LANES AND FIRE APPURTENANCES
OWNER IS RESPONSIBLE TO MAINTAIN 3' CLEAR SPACE AROUND THE CIRCUMFERENCE OF FIRE DEVICES AND 13'6"
VERTICAL CLEARANCE AT ALL TREES ADJACENT TO FIRE LANES
I AM FAMILIAR WITH AND AGREE TO COMPLY WITH THE
REQUIREMENTS OF THE LANDSCAPE IMPROVEMENT PLAN AS
DESCRIBED IN CHAPTER 20.12 OF THE CITY OF CHULA VISTA
MUNICIPAL CODE. I HAVE PREPARED THESE PLANS IN
COMPLIANCE WITH THOSE REGULATIONS. I CERTIFY THAT THE
PLAN IMPLEMENTS THE REGULATIONS TO PROVIDE EFFICIENT
WATER USE.
____________________________________________ 09/15/2021
TRAVIS EBBERT LIC. NO 4624
NATURAL COLOR CONCRETE WITH BROOM
FINISH AT PEDESTRIAN CIRCULATION
WALKWAYS
NATURAL COLOR CONCRETE WITH
TOPCAST #50 FINISH AT DRIVEWAY
ENTRY
PROPOSED HARDSCAPE
NATURAL COLOR CONCRETE WITH
TOPCAST #05 FINISH AT BUILDING ENTRIES
AND EMPLOYEE PATIOS
PROPOSED PLANT SCHEDULE
TREES
SYMBOL BOTANICAL NAME COMMON NAME
CERCIS
OCCIDENTALIS WESTERN REDBUD
LOPHOSTEMON
CONFERTUS BRISBANE BOX
PLATANUS
RACEMOSA
CALIFORNIA
SYCAMORE
QUERCUS AGRIFOLIA COAST LIVE OAK
RHUS LANCEA AFRICAN SUMAC
SHRUBS, GRASSES, & GROUNDCOVERS
SYMBOL BOTANICAL NAME COMMON NAME
BACCHARIS P. 'TWIN
PEAKS'
DWARF COYOTE
BRUSH
CALLISTEMON 'LITTLE
JOHN'
DWARF
BOTTLEBRUSH
CARISSA M. 'GREEN
CARPET'DWARF NATAL PLUM
CAREX DIVULSA BERKELEY SEDGE
CEANOTHUS G. 'POINT
REYES'
POINT REYES
CREEPER
DIANELLA 'CASSA
BLUE'
CASSA BLUE FLAX
LILY
HESPERALOE
'BRAKELIGHTS'BRAKELIGHTS YUCCA
HETEROMELES
ARBUTIFOLIA TOYON
LANTANA 'NEW GOLD'NEW GOLD LANTANA
MUHLENBERGIA C.
'REGAL MIST'PINK MUHLY
MUHLENBERGIA
RIGENS DEER GRASS
OLEA 'MONTRA'LITTLE OLLIE
RHAPHIOLEPIS INDICA
'CLARA'INDIAN HAWTHORN
ROSMARINUS O.
'PROSTRATUS'
PROSTRATE
ROSEMARY
WESTRINGIA F.
'WYNYABBIE GEM'COAST ROSEMARY
WESTRINGIA 'MUNDI'MUNDI COAST
ROSEMARY
PROPOSED PLANTING - SLOPES
SHRUBS, GRASSES, & GROUNDCOVERS
SYMBOL BOTANICAL NAME COMMON NAME
ACACIA REDOLENS
'LOW BOY'PROSTRATE ACACIA
BOUGAINVILLEA 'LA
JOLLA'
RED SHRUB
BOUGAINVILLEA
COTONEASTER
DAMMERI 'LOWFAST'
BEARBERRY
COTONEASTER
ECHIUM FASTUOSUM PRIDE OF MADEIRA
HETEROMELES
ARBUTIFOLIA TOYON
LIMONIUM PEREZII SEA LAVENDER
MYOPORUM
PARVIFOLIUM 'PUTAH
CREEK'
PROSTRATE
MYOPORUM
RHUS OVATA SUGAR BUSH
NATIVE HYDROSEED
MIX
COASTAL / MARITIME
SCRUB
PROPOSED PLANTING - MSE WALL
SHRUBS, GRASSES, & GROUNDCOVERS
SYMBOL BOTANICAL NAME COMMON NAME
FICUS PUMILA CREEPING FIG
ROSMARINUS O.
'PROSTRATUS
PROSTRATE
ROSEMARY
VERBENA SPP.VERBENA
LORNICERA JAPONCA.HONEYSUCKLE
BOUGAINVILLEA 'LA
JOLLA'BOUNGAINVILLEA
C
A
R/W
P/L P/LP/L
P/
L
P/
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S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S S S S S S S S S S S S
S
S
S
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S
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S
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S
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S
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G
G
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G
G
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T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF
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PROPERTY
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CONCRETE
STEPOUTS TYP.
ENHANCED PAVING
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CONCRETE
WALKWAY, TYP.
PROPERTY
LINE
TRANSFORMER
CONCRETE
WALKWAY, TYP.
CONCRETE
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ENHANCED PAVING
AT BLDG. ENTRY
ENHANCED PAVING
AT BLDG. ENTRY
CONCRETE
STEPOUTS TYP.
CONCRETE
WALKWAY, TYP.
CONCRETE
WALKWAY, TYP.
TRASH ENCLOSURETRASH ENCLOSURE
TRASH ENCLOSURE
CONCRETE
WALKWAY, TYP.
PLANTABLE
MSE WALL
PLANTABLE
MSE WALL
PLANTABLE
MSE WALL
RETAINING
WALL
RETAINING WALL
RETAINING
WALL
PROPERTY LINE
TOP OF MSE
WALL
ENHANCED PAVING
AT SITE ENTRY
EMPLOYEE PATIO
W/ SEATING AND
UMBRELLAS
LIMIT-OF-WORK LINE
LIMIT-OF-WORK LINE
GRADING LIMITS
LIMIT-OF-WORK LINE
GRADING LIMITS
LIMIT-OF-WORK LINE
LIMIT-OF-WORK LINE
LANDSCAPE
EASEMENT
LIMIT-OF-WORK
LINE
BIKE RACK
EXISTING CONCRETE
WALKWAY
UNDERGROUND
STORM TRAP BMP
UNDERGROUND
MODULAR WETLAND
SCALE : 1" = 30'-0"
PROPERTY
LINE
OFFSITE SLOPE LANDSCAPE
TEMPORARY IRRIGATION AND LANDSCAPE BY
NIRVANA ONPOINT, IRRIGATION TO BE
DISCONNECTED AFTER NATIVE / DROUGHT
TOLERANT ADAPTED CONTAINER PLANTING
ESTABLISHMENT. MAINTENANCE BY OWNER.
OFFSITE LANDSCAPE AT DRIVE AISLE
PERMANENT IRRIGATION, LANDSCAPE
AND MAINTENANCE BY NIRVANA ONPOINTOFFSITE LANDSCAPE AT DRIVE AISLE
PERMANENT IRRIGATION, LANDSCAPE
AND MAINTENANCE BY NIRVANA ONPOINT
OFFSITE LANDSCAPE IN RIGHT-OF-WAY
PERMANENT IRRIGATION, LANDSCAPE
AND MAINTENANCE BY NIRVANA ONPOINT
OFFSITE LANDSCAPE IN RIGHT-OF-WAY
PERMANENT IRRIGATION, LANDSCAPE
AND MAINTENANCE BY NIRVANA ONPOINT
B
P/L
C/L
R/W
F
S
S
S
W
W
F
F
G
G
G
G
G
G
G
G
G
GGGGGGGGG
G
G
G
G
G
G
G
G
G
W
W
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
FFFFFFFFFFFFFFFFFFFFFFFFFFFF
F
F
F
SSSSSSSSSSSSSSSSSSSSSSSS
W
W
W
W
F
F
F
F
W
W
S
S
S
S
S
S
W
W
W
W
F
F
F
F
F F F F
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WFFFFFFFFFFFFFFFFFFFFFFFF F
S S S S S S S S S S S S S S S S S S S S S S S S S S S SF
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W W
W
FF
F
F
F
F
F
F
F
F
F
F
F
F
F F F F F
F
B
P/L
C/L
R/W
T
UP
T
MAIN STREET
BUILDING 2 BUILDING 3
T
UP
T
PROPOSED PLANT SCHEDULE
TREES
SYMBOL BOTANICAL NAME COMMON NAME
CERCIS
OCCIDENTALIS WESTERN REDBUD
LOPHOSTEMON
CONFERTUS BRISBANE BOX
PLATANUS
RACEMOSA
CALIFORNIA
SYCAMORE
QUERCUS AGRIFOLIA COAST LIVE OAK
RHUS LANCEA AFRICAN SUMAC
SHRUBS, GRASSES, & GROUNDCOVERS
SYMBOL BOTANICAL NAME COMMON NAME
BACCHARIS P. 'TWIN
PEAKS'
DWARF COYOTE
BRUSH
CALLISTEMON 'LITTLE
JOHN'
DWARF
BOTTLEBRUSH
CARISSA M. 'GREEN
CARPET'DWARF NATAL PLUM
CAREX DIVULSA BERKELEY SEDGE
CEANOTHUS G. 'POINT
REYES'
POINT REYES
CREEPER
DIANELLA 'CASSA
BLUE'
CASSA BLUE FLAX
LILY
HESPERALOE
'BRAKELIGHTS'BRAKELIGHTS YUCCA
HETEROMELES
ARBUTIFOLIA TOYON
LANTANA 'NEW GOLD'NEW GOLD LANTANA
MUHLENBERGIA C.
'REGAL MIST'PINK MUHLY
MUHLENBERGIA
RIGENS DEER GRASS
OLEA 'MONTRA'LITTLE OLLIE
RHAPHIOLEPIS INDICA
'CLARA'INDIAN HAWTHORN
ROSMARINUS O.
'PROSTRATUS'
PROSTRATE
ROSEMARY
WESTRINGIA F.
'WYNYABBIE GEM'COAST ROSEMARY
WESTRINGIA 'MUNDI'MUNDI COAST
ROSEMARY
PROPOSED PLANTING - TREE WELL BMP
SHRUBS, GRASSES, & GROUNDCOVERS
SYMBOL BOTANICAL NAME COMMON NAME
JUNCUS PATENS GRAY RUSH
LEYMUS
CONDENSATUS
‘CANYON PRINCE’
CANYON PRINCE WILD
RYE
CAREX SPISSA SAN DEIGO SEDGE
MUHLENBERGIA
RIGENS DEERGRASS
PROPOSED PLANTING - SLOPES
SHRUBS, GRASSES, & GROUNDCOVERS
SYMBOL BOTANICAL NAME COMMON NAME
ACACIA REDOLENS
'LOW BOY'PROSTRATE ACACIA
BOUGAINVILLEA 'LA
JOLLA'
RED SHRUB
BOUGAINVILLEA
COTONEASTER
DAMMERI 'LOWFAST'
BEARBERRY
COTONEASTER
ECHIUM FASTUOSUM PRIDE OF MADEIRA
HETEROMELES
ARBUTIFOLIA TOYON
LIMONIUM PEREZII SEA LAVENDER
MYOPORUM
PARVIFOLIUM 'PUTAH
CREEK'
PROSTRATE
MYOPORUM
RHUS OVATA SUGAR BUSH
NATIVE HYDROSEED
MIX
COASTAL / MARITIME
SCRUB
PROPOSED PLANTING - MSE WALL
SHRUBS, GRASSES, & GROUNDCOVERS
SYMBOL BOTANICAL NAME COMMON NAME
FICUS PUMILA CREEPING FIG
ROSMARINUS O.
'PROSTRATUS
PROSTRATE
ROSEMARY
VERBENA SPP.VERBENA
LORNICERA JAPONCA.HONEYSUCKLE
BOUGAINVILLEA 'LA
JOLLA'BOUNGAINVILLEA
NI
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3
CONCRETE
STEPOUTS TYP.
TRANSFORMER
ENHANCED PAVING AT
BLDG. ENTRY, TYP.
CONCRETE
WALKWAY, TYP.
CONCRETE
WALKWAY, TYP.
PLANTABLE
MSE WALL
RETAINING
WALL
TRASH ENCLOSURE
TRASH ENCLOSURE
TRANSFORMER
ENHANCED
PAVING AT
BLDG. ENTRY,
TYP.
CONCRETE
WALKWAY, TYP.
ENHANCED PAVING AT
BLDG. ENTRY, TYP.
PLANTABLE
MSE WALL
EMPLOYEE PATIO
W/ SEATING AND
UMBRELLAS
PROPERTY
LINE
LIMIT-OF-WORK
LINE
PROPERTY
LINE
LIMIT-OF-WORK
LINE
RETAINING
WALL
RETAINING
WALL RETAINING
WALL
BIKE RACK
LANDSCAPE
EASEMENT
EXISTING CONCRETE
WALKWAY
TREE WELL BMP
SCALE : 1" = 30'-0"
OFFSITE LANDSCAPE IN RIGHT-OF-WAY
PERMANENT IRRIGATION, LANDSCAPE
AND MAINTENANCE BY NIRVANA ONPOINT
OFFSITE LANDSCAPE IN RIGHT-OF-WAY
PERMANENT IRRIGATION, LANDSCAPE
AND MAINTENANCE BY NIRVANA ONPOINT
P/L
R/W
C/L
R/W
S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
G
G
G
G
G
G
G
G
G
G
T T T T T T T T T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
SSSSSSSSSSSSSS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
F
F
F
W
W
W
W
F
F
F
F
W
W
W
W
S
S
S
S
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W
F F F F F F F F F F F F F F F
F
F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F
W
W
W
W
W
W
W W
W
W
W
W
W
W
F
F
P/L
R/W
C/L
R/W
T
UP
MAIN ST
R
E
E
T
BUILDING 4
T
UP
PROPOSED PLANT SCHEDULE
TREES
SYMBOL BOTANICAL NAME COMMON NAME
CERCIS
OCCIDENTALIS WESTERN REDBUD
LOPHOSTEMON
CONFERTUS BRISBANE BOX
PLATANUS
RACEMOSA
CALIFORNIA
SYCAMORE
QUERCUS AGRIFOLIA COAST LIVE OAK
RHUS LANCEA AFRICAN SUMAC
SHRUBS, GRASSES, & GROUNDCOVERS
SYMBOL BOTANICAL NAME COMMON NAME
BACCHARIS P. 'TWIN
PEAKS'
DWARF COYOTE
BRUSH
CALLISTEMON 'LITTLE
JOHN'
DWARF
BOTTLEBRUSH
CARISSA M. 'GREEN
CARPET'DWARF NATAL PLUM
CAREX DIVULSA BERKELEY SEDGE
CEANOTHUS G. 'POINT
REYES'
POINT REYES
CREEPER
DIANELLA 'CASSA
BLUE'
CASSA BLUE FLAX
LILY
HESPERALOE
'BRAKELIGHTS'BRAKELIGHTS YUCCA
HETEROMELES
ARBUTIFOLIA TOYON
LANTANA 'NEW GOLD'NEW GOLD LANTANA
MUHLENBERGIA C.
'REGAL MIST'PINK MUHLY
MUHLENBERGIA
RIGENS DEER GRASS
OLEA 'MONTRA'LITTLE OLLIE
RHAPHIOLEPIS INDICA
'CLARA'INDIAN HAWTHORN
ROSMARINUS O.
'PROSTRATUS'
PROSTRATE
ROSEMARY
WESTRINGIA F.
'WYNYABBIE GEM'COAST ROSEMARY
WESTRINGIA 'MUNDI'MUNDI COAST
ROSEMARY
NI
R
V
A
N
A
O
N
P
O
I
N
T
DE
V
E
L
O
P
M
E
N
T
82
1
M
A
I
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S
T
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T
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CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
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CONCRETE
STEPOUTS TYP.
TRANSFORMER
PROPERTY
LINE
RETAINING
WALL
TRASH ENCLOSURE
CONCRETE
WALKWAY, TYP.
ENHANCED PAVING AT
BLDG. ENTRY, TYP.
PLANTABLE
MSE WALL
PROPERTY
LINE
PROPERTY
LINE
RETAINING
WALL
PLANTABLE
MSE WALL
TRASH ENCLOSURE
CONCRETE
WALKWAY, TYP.
ENHANCED PAVING AT
BLDG. ENTRY, TYP.
CONCRETE
WALKWAY, TYP.
CONCRETE
WALKWAY, TYP.
CONCRETE
STEPOUTS TYP.
CONCRETE
STEPOUTS TYP.
EMPLOYEE PATIO
W/ SEATING AND
UMBRELLAS
EMPLOYEE PATIO W/ SEATING
AND UMBRELLAS
ENHANCED PAVING AT
BLDG. ENTRY, TYP.
BIKE RACK
BIKE RACK
EXISTING CONCRETE
WALKWAY
LIMIT-OF-WORK
LINE
LIMIT-OF-WORK
LINE
LANDSCAPE
EASEMENT
PROPERTY
LINE
LIMIT-OF-WORK LINE
GRADING LIMITS
PROPERTY
LINE
PROPERTY
LINE
LIMIT-OF-WORK
LINE
UNDERGROUND
STORM TRAP BMP
UNDERGROUND
MODULAR WETLAND
TREE WELL BMP
IRRIGATION WATER METER
SCALE : 1" = 30'-0"
OFFSITE SLOPE LANDSCAPE
TEMPORARY IRRIGATION AND LANDSCAPE BY NIRVANA ONPOINT,
IRRIGATION TO BE DISCONNECTED AFTER HYDROSEED AND
CONTAINER PLANTING ESTABLISHMENT. MAINTENANCE BY OWNER.
OFFSITE SLOPE LANDSCAPE
TEMPORARY IRRIGATION AND LANDSCAPE BY
NIRVANA ONPOINT, IRRIGATION TO BE
DISCONNECTED AFTER HYDROSEED AND
CONTAINER PLANTING ESTABLISHMENT.
MAINTENANCE BY OWNER.
LIMIT-OF-WORK LINE
GRADING LIMITS
OFFSITE LANDSCAPE IN RIGHT-OF-WAY
PERMANENT IRRIGATION, LANDSCAPE
AND MAINTENANCE BY NIRVANA ONPOINT
OFFSITE LANDSCAPE IN RIGHT-OF-WAY
PERMANENT IRRIGATION, LANDSCAPE
AND MAINTENANCE BY NIRVANA ONPOINT
PROPOSED PLANT PALETTE
SYMBOL BOTANICAL NAME COMMON NAME SIZE
TREES
CERCIS OCCIDENTALIS WESTERN REDBUD 24" BOX
STD.
LOPHOSTEMON
CONFERTUS BRISBANE BOX 15 GAL.
STD.
PLATANUS RACEMOSA CALIFORNIA
SYCAMORE
24" BOX
STD.
QUERCUS AGRIFOLIA COAST LIVE OAK 24" BOX
STD.
RHUS LANCEA AFRICAN SUMAC 24" BOX
STD.C
MAIN STREE
T
NI
R
V
A
N
A
A
V
E
INDUSTRIAL
BLDG 1
184.25 FFPROP. 24'
DRAINAGE
EASEMENT
TO CITY OF
C.V.
PROP. 60" RCP SD
PRIVATE SD 'A'
PROPOSED 60"
RCP PUBLIC
SD
A
PROP. 6' X 2.5'
DOUBLE RCB
PRIVATE SD 'A'
(131.60
FG)
PROPOSED LANDSCAPED
1H:4V RETAINING WALL
LIMIT OF
PROPOSED
ACCESS EASEMENT
PROP. RETAINING
WALL
201.9 TW
183.4 FG
H=18.5'
202.9
TW
184.1 FG
H=18.8'
184.0 TW
184.0 FG
H=0'
182.70
FL/LP183.60
FS
183.60
FS/HP
183.00
FS/LP
183.66
FS/HP
182.60
FS/HP
183.45
FS
180.16
FS/LP
184.25 FF 185.25 FF
183.62
FS
183.34
FS
184.34
FS
183.08
FS/LP
181.60
FS/LP
183.45
FS
183.62
FS
185.53 FS
203.40
FL
PROP. TYPE B
BROW DITCH
PER SDRSD D-75
197.0
TW
183.4 FG
H=13.6'
184.7
TW 162.0
FG
H=22.7'
LIMIT OF GRADING
PROPERTY LINE &
LIMIT OF GRADING
185.0
TW
185.0
BW
H=0'
PROP. RETAINING
WALL
PROP.
RETAINING
WALL
184.0
TW 161.0
FG
H=23'
184.25 FF
180.25
FS
EXIST. CONCRETE
DITCH TO BE
REMOVED
181.60
FS/LP
182.60
FS/HP
184.59
FS
184.33
FS
PROP. 6"
C&G
PROP. 6"
C&G
PROP. 6"
C&G
BMP-A4
TREE WELL
184.62
FS
184.30
FS
184.25 FF
183.3
TW 161.1
FG
H=22.2'
182.0
TW 146.0
FG
H=36'0' PROPERTY
LINE SETBACK
PROP. TYPE 'B' BROW
DITCH PER SDRSD
D-75
PROP. 6"
C&G
PROP. 6"
C&G
PROP. 6"
CURB
PROP. 6"
CURB
BMP-A1
STORMTRAP
DETENTION
VAULT
BMP-A2
MODULAR
WETLAND
SYSTEM
PROP. CURB CUT
TO TREE WELL
181.5
TW 133.5
FG
H=48'
182.8
TW 135.4
FG
H=47.4'
182.5 TW
134.5 FG
H=48'183.1 TW
135.1 FG
H=48'
183.1
TW
135.1 FG
H=48'
182.5 TW
135.7 FG
H=46.8'
PROPOSED PARCEL
LINE PER TPM21-0004
PROP. TYPE A BROW
DITCH PER SDRSD
D-75
180.90
TW
181.0 TW
156.0 FG
H=25.0'
180.13
FS/LP
PROP.
6"
C&G
R/W
P/L P/LP/L
P/
L
P/
L
1
.
5
%
1
.
5
%
1
.
5
%
1
.
5
%
2:
1
1.0%
3.4%
1
.
0
%
0.8%0.8%
1.0%
1.0%
2.5%
1.0%
1.9%
1.0%
2:1
5
:
1
2
:
1
2.0%
4.2
%
1
.
0
%
184.55
FS/HP
184.25 FF
185.25 FF
181.25
FS185.01 TW
181.25 FS
185.25 FF
185.25
FS
183.54
FS
182.68
FS
182.19
FS
184.25
FS
184.25
FS
6.7%6.7%
2.0%
183.40
FS
0.8%
2
0
'
L
A
N
D
S
C
A
P
E
E
A
S
E
M
E
N
T
5'
P
R
O
P
E
R
T
Y
L
I
N
E
S
E
T
B
A
C
K
2
6
'
6.4' WALL BATTER
3' PROPERTY LINE SETBACK
7.9' BACK OF WALL
14.3' PL TO BACK OF CURB
5
'
6
2
'
62'
1
9
'
2
4
'
19' 24' 19'
2
5
'
B
L
D
G
S
E
T
B
A
C
K
5
'
32
'
3
'
B
E
N
C
H
1
3
.
8
'
1
9
'
7
.
5
'
1
9
'
9
.
7
'
S
S
S
S
S
S
S
S
S
S
S
S
S S S S S S S
S
S
S
S
S
S
S
S
S
G
G
G
G
G
G
G
G
G
G
G
T
T T T T T T T T T T T T T T T T T T T T
FFFFFFFFFFFFFFFFFFFFF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
W
W
W
W
W
W
W
S
S
F
F
F
F
F
F
F
F
F
F
F
S S S S S S S S S S S S S S S S S S
S
S
S
S S S S
S
S
S
S
WWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
WWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
F
C
MAIN STREE
T
NI
R
V
A
N
A
A
V
E
INDUSTRIAL
BLDG 1
184.25 FFPROP. 24'
DRAINAGE
EASEMENT
TO CITY OF
C.V.
PROP. 60" RCP SD
PRIVATE SD 'A'
PROPOSED 60"
RCP PUBLIC
SD
A
PROP. 6' X 2.5'
DOUBLE RCB
PRIVATE SD 'A'
(131.60
FG)
PROPOSED LANDSCAPED
1H:4V RETAINING WALL
LIMIT OF
PROPOSED
ACCESS EASEMENT
PROP. RETAINING
WALL
201.9 TW
183.4 FG
H=18.5'
202.9
TW
184.1 FG
H=18.8'
184.0 TW
184.0 FG
H=0'
182.70
FL/LP183.60
FS
183.60
FS/HP
183.00
FS/LP
183.66
FS/HP
182.60
FS/HP
183.45
FS
180.16
FS/LP
184.25 FF 185.25 FF
183.62
FS
183.34
FS
184.34
FS
183.08
FS/LP
181.60
FS/LP
183.45
FS
183.62
FS
185.53 FS
203.40
FL
PROP. TYPE B
BROW DITCH
PER SDRSD D-75
197.0
TW
183.4 FG
H=13.6'
184.7
TW 162.0
FG
H=22.7'
LIMIT OF GRADING
PROPERTY LINE &
LIMIT OF GRADING
185.0
TW
185.0
BW
H=0'
PROP. RETAINING
WALL
PROP.
RETAINING
WALL
184.0
TW 161.0
FG
H=23'
184.25 FF
180.25
FS
EXIST. CONCRETE
DITCH TO BE
REMOVED
181.60
FS/LP
182.60
FS/HP
184.59
FS
184.33
FS
PROP. 6"
C&G
PROP. 6"
C&G
PROP. 6"
C&G
BMP-A4
TREE WELL
184.62
FS
184.30
FS
184.25 FF
183.3
TW 161.1
FG
H=22.2'
182.0
TW 146.0
FG
H=36'0' PROPERTY
LINE SETBACK
PROP. TYPE 'B' BROW
DITCH PER SDRSD
D-75
PROP. 6"
C&G
PROP. 6"
C&G
PROP. 6"
CURB
PROP. 6"
CURB
BMP-A1
STORMTRAP
DETENTION
VAULT
BMP-A2
MODULAR
WETLAND
SYSTEM
PROP. CURB CUT
TO TREE WELL
181.5
TW 133.5
FG
H=48'
182.8
TW 135.4
FG
H=47.4'
182.5 TW
134.5 FG
H=48'183.1 TW
135.1 FG
H=48'
183.1
TW
135.1 FG
H=48'
182.5 TW
135.7 FG
H=46.8'
PROPOSED PARCEL
LINE PER TPM21-0004
PROP. TYPE A BROW
DITCH PER SDRSD
D-75
180.90
TW
181.0 TW
156.0 FG
H=25.0'
180.13
FS/LP
PROP.
6"
C&G
R/W
P/L P/LP/L
P/
L
P/
L
1
.
5
%
1
.
5
%
1
.
5
%
1
.
5
%
2:
1
1.0%
3.4%
1
.
0
%
0.8%0.8%
1.0%
1.0%
2.5%
1.0%
1.9%
1.0%
2:1
5
:
1
2
:
1
2.0%
4.2
%
1
.
0
%
184.55
FS/HP
184.25 FF
185.25 FF
181.25
FS185.01 TW
181.25 FS
185.25 FF
185.25
FS
183.54
FS
182.68
FS
182.19
FS
184.25
FS
184.25
FS
6.7%6.7%
2.0%
183.40
FS
0.8%
2
0
'
L
A
N
D
S
C
A
P
E
E
A
S
E
M
E
N
T
5'
P
R
O
P
E
R
T
Y
L
I
N
E
S
E
T
B
A
C
K
2
6
'
6.4' WALL BATTER
3' PROPERTY LINE SETBACK
7.9' BACK OF WALL
14.3' PL TO BACK OF CURB
5
'
6
2
'
62'
1
9
'
2
4
'
19' 24' 19'
2
5
'
B
L
D
G
S
E
T
B
A
C
K
5
'
32
'
3
'
B
E
N
C
H
1
3
.
8
'
1
9
'
7
.
5
'
1
9
'
9
.
7
'
T
MAIN ST
R
E
E
T
NI
R
V
A
N
A
A
V
E
N
U
E
BUILDING 1
T
= 28,603 S.F.TOTAL AREA OF SHADE FROM TREES
= 27,382 S.F.
= 54,764 S.F.
SHADE CALCULATION
SHADE PROVIDED BY TREES AT 5 YEARS GROWTH
SHADE AND PAVING LEGEND
TOTAL REQUIRED SHADE AREA (50%)
(TREES AT 5 YEARS MATURITY)
TOTAL SHADED AREA = 28,603 S.F. (52.2%)
TOTAL AREA OF PARKING STALLS
AREA OF PARKING STALLS & ASSOCIATED
VEHICULAR CIRCULATION
NI
R
V
A
N
A
O
N
P
O
I
N
T
DE
V
E
L
O
P
M
E
N
T
82
1
M
A
I
N
S
T
R
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E
T
CH
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CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
J:
\
D
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g
s
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1
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r
.
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2
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o
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b
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o
L2.1
PR
E
L
I
M
I
N
A
R
Y
S
H
A
D
I
N
G
D
I
A
G
R
A
M
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
L
2
.
2
MAIN STREE
T
INDUSTRIAL
BLDG 3
186.5 FF
INDUSTRIAL
BLDG 2
185.25 FF
PROP. 20' DRAINAGE
EASEMENT TO CITY OF
C.V.
PROP. 72" RCP
PRIVATE SD 'B'
PROP. 72" RCP
PRIVATE SD 'B'
B
206.00 TW
186.25 FG
H=19.75'
PROPERTY LINE &
LIMIT OF GRADING
200.6 TW
184.0 FG
H=16.6'
207.4 TW
186.7 FG
H=20.7'
210.2 TW
185.7 FG
PROP. RETAINING
WALL
184.34 FL
185.91
FS
184.34
FS
185.63
FS
185.18
FS
183.50
FS/LP
184.00
FS/HP
184.19
FS
184.62
FS
183.66
FS/HP
182.71
FS/LP
185.25 FF
185.25 FF
186.50 FF185.41
FS
184.56
FS
185.80
FS
186.50 FF
186.50 FF
PROP. 6" CURB
201.25 FL
205.00 FL
PROP. TYPE B
BROW DITCH
PER SDRSD D-75
184.3
TW
184.3 FG
H=0'
184.1
TW
184.1 FG
H=0'
203.6 TW
185.7 FG
H=17.9'
185.7
TW
185.7 FG
H=0'
185.5
TW
185.5 FG
H=0'
PROPOSED
LANDSCAPED
1H:4V RETAINING
WALL
186.00
FS/HP185.25
FS
184.7
TW
181.0 FG
H=3.7'
183.78
FS
PROP. 6"
C&G
PROP. 6"
C&G
PROP.
6"
C&G
PROP. 6"
CURB
PROP. 6"
CURB &
GUTTER
BMP-A5
TREE WELL
PROP. 6"
C&G
PROP. 6"
C&G
PROP. CURB CUT
TO TREE WELL
185.3
TW 139.2
FG
H=46.1'
184.5 TW
136.5 FG
H=48'
183.3 TW
137.3 FG
H=46'
184.3
TW
138.6 FG
H=45.7'
186.5
TW
140.0 FG
H=46.5'
PROPOSED PARCEL
LINE PER TPM21-0004
PROP. TYPE A
BROW DITCH
PER D-75
PROP. TYPE A BROW
DITCH PER D-75
185.64
FS
185.93
FS
TRANSITION
6" TO 0"
CURB
C/L
P/L
R/W
C/L
R/W
1.
5
%
1
.
4
%
1
.
5
%
1
.
5
%
2:
1
2:
1
1.0%0.7%2.
1
%
2
.
0
%
0.6%
1.0%1.0%1.0%
1.0%
1.7%
5
:
1
5:
1
5
:
1
4.
5
%
185.25 FF
183.75
FS/HP
182.80
FS/LP
1.0%
1.0%
185.25 FF
186.14
FS/HP 186.14
FS/HP
185.20
FS/LP
1.0%1.0%0.7%
69'
36
'
3
2
'
6
0
'
1
9
'
2
4
'
1
9
'
2
0
'
L
A
N
D
S
C
A
P
E
E
A
S
E
M
E
N
T
15
'
S
E
T
B
A
C
K
25
'
B
L
D
G
S
E
T
B
A
C
K
1
9
'
2
4
'
1
9
'
8
'
S
S
S
S
S
S
S S S S S S S S S S S S S S S S S S S S S
S
W
F
G
G
G
G
GGGGG
G
G
G
G
W
T T T T T T T T T T T T T T T T T T T T T T T T T T T T
FFFFFFFFFFFFFF
F
SSSSSSSSSSSS
W
S
F F
W
W
W W W W W W W W W W W W W W WFFFFFFFFFFFF
S S S S S S S S S S S S S S
WWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWW W
W
W
W
F
F
F
F
F
F
F F
MAIN STREE
T
INDUSTRIAL
BLDG 3
186.5 FF
INDUSTRIAL
BLDG 2
185.25 FF
PROP. 20' DRAINAGE
EASEMENT TO CITY OF
C.V.
PROP. 72" RCP
PRIVATE SD 'B'
PROP. 72" RCP
PRIVATE SD 'B'
B
206.00 TW
186.25 FG
H=19.75'
PROPERTY LINE &
LIMIT OF GRADING
200.6 TW
184.0 FG
H=16.6'
207.4 TW
186.7 FG
H=20.7'
210.2 TW
185.7 FG
PROP. RETAINING
WALL
184.34 FL
185.91
FS
184.34
FS
185.63
FS
185.18
FS
183.50
FS/LP
184.00
FS/HP
184.19
FS
184.62
FS
183.66
FS/HP
182.71
FS/LP
185.25 FF
185.25 FF
186.50 FF185.41
FS
184.56
FS
185.80
FS
186.50 FF
186.50 FF
PROP. 6" CURB
201.25 FL
205.00 FL
PROP. TYPE B
BROW DITCH
PER SDRSD D-75
184.3
TW
184.3 FG
H=0'
184.1
TW
184.1 FG
H=0'
203.6 TW
185.7 FG
H=17.9'
185.7
TW
185.7 FG
H=0'
185.5
TW
185.5 FG
H=0'
PROPOSED
LANDSCAPED
1H:4V RETAINING
WALL
186.00
FS/HP185.25
FS
184.7
TW
181.0 FG
H=3.7'
183.78
FS
PROP. 6"
C&G
PROP. 6"
C&G
PROP.
6"
C&G
PROP. 6"
CURB
PROP. 6"
CURB &
GUTTER
BMP-A5
TREE WELL
PROP. 6"
C&G
PROP. 6"
C&G
PROP. CURB CUT
TO TREE WELL
185.3
TW 139.2
FG
H=46.1'
184.5 TW
136.5 FG
H=48'
183.3 TW
137.3 FG
H=46'
184.3
TW
138.6 FG
H=45.7'
186.5
TW
140.0 FG
H=46.5'
PROPOSED PARCEL
LINE PER TPM21-0004
PROP. TYPE A
BROW DITCH
PER D-75
PROP. TYPE A BROW
DITCH PER D-75
185.64
FS
185.93
FS
TRANSITION
6" TO 0"
CURB
C/L
P/L
R/W
C/L
R/W
1.
5
%
1
.
4
%
1
.
5
%
1
.
5
%
2:
1
2:
1
1.0%0.7%2.
1
%
2
.
0
%
0.6%
1.0%1.0%1.0%
1.0%
1.7%
5
:
1
5:
1
5
:
1
4.
5
%
185.25 FF
183.75
FS/HP
182.80
FS/LP
1.0%
1.0%
185.25 FF
186.14
FS/HP 186.14
FS/HP
185.20
FS/LP
1.0%1.0%0.7%
69'
36
'
3
2
'
6
0
'
1
9
'
2
4
'
1
9
'
2
0
'
L
A
N
D
S
C
A
P
E
E
A
S
E
M
E
N
T
15
'
S
E
T
B
A
C
K
25
'
B
L
D
G
S
E
T
B
A
C
K
1
9
'
2
4
'
1
9
'
8
'
MAIN STREET
T
UP
T
MAIN STREET
BUILDING 2 BUILDING 3
MAIN STREET
T
UP
T
PROPOSED PLANT PALETTE
SYMBOL BOTANICAL NAME COMMON NAME SIZE
TREES
CERCIS OCCIDENTALIS WESTERN REDBUD 24" BOX
STD.
LOPHOSTEMON
CONFERTUS BRISBANE BOX 15 GAL.
STD.
PLATANUS RACEMOSA CALIFORNIA
SYCAMORE
24" BOX
STD.
QUERCUS AGRIFOLIA COAST LIVE OAK 24" BOX
STD.
RHUS LANCEA AFRICAN SUMAC 24" BOX
STD.
= 28,603 S.F.TOTAL AREA OF SHADE FROM TREES
= 27,382 S.F.
= 54,764 S.F.
SHADE CALCULATION
SHADE PROVIDED BY TREES AT 5 YEARS GROWTH
SHADE AND PAVING LEGEND
TOTAL REQUIRED SHADE AREA (50%)
(TREES AT 5 YEARS MATURITY)
TOTAL SHADED AREA = 28,603 S.F. (52.2%)
TOTAL AREA OF PARKING STALLS
AREA OF PARKING STALLS & ASSOCIATED
VEHICULAR CIRCULATION
NI
R
V
A
N
A
O
N
P
O
I
N
T
DE
V
E
L
O
P
M
E
N
T
82
1
M
A
I
N
S
T
R
E
E
T
CH
U
L
A
V
I
S
T
A
,
C
A
9
1
9
1
1
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g
ar
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in
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r
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s
p
8
5
8
.
6
3
8
.
7
2
7
7
f
8
5
8
.
6
3
8
.
7
5
0
6
ci
v
i
l
e
n
g
i
n
e
e
r
i
n
g
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
J:
\
D
w
g
s
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O
n
P
o
i
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8
2
1
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i
r
v
a
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a
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D
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r
v
a
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a
-
s
h
a
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.
d
w
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F
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i
.
,
1
1
M
a
r
.
2
0
2
2
-
1
0
:
2
9
a
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P
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t
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d
b
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:
S
o
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L2.2
PR
E
L
I
M
I
N
A
R
Y
S
H
A
D
I
N
G
D
I
A
G
R
A
M
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
L
2
.
1
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
L
2
.
3
INDUSTRIAL
BLDG 4
187.5 FF
INDUSTRIAL
BLDG 3
186.5 FF
MAIN STREET
PROP. PROPERTY
LINE
186.00 TW
162.00 FG
H=24'
210.2 TW
185.7 FG
H=24.5'
212.0 TW
186.8 FG
H=25.2'
211.6 TW
186.4 FG
H=25.2'
(139.7 FG)
187.0 TW
187.0 FG
H=0'
187.0
TW
187.0 FS
H=0'
185.1
TW
141.2 FG
H=43.9'
191.1
TW
187.0 FG
H=4.1'
184.80
FS
184.62
FS/LP
186.71
FS
187.50
FS
186.67
FS
186.15
FS
185.40
FS
185.29
FS
184.88
FS
187.50
FF
185.45
FS185.86
FS
186.50
FS
186.06
FL/LP
186.56
FS/HP
186.69
FS
186.90
FS
187.50
FF
186.42
FS
186.34
FS
186.36
FS
186.28
FS/HP
184.53
FS/LP
186.50 FF
184.53
FS/LP
186.02
FS
186.69
FS
186.21
FS
186.50 FF
186.47
FS/HP
185.83
FS/LP
PROP. 0"
CURB
PROP. TYPE B
BROW DITCH
PER SDRSD D-75
PROP. RETAINING
WALL
211.90 TW
187.10 FG
H=24.8'
209.4
TW
187.3 FG
H=22.1'
PROP. RETAINING
WALL
205.9 TW
186.0 FG
H=19.9'
186.8
TW 140.2
FG
H=46.6'
185.1
TW 137.9
FG
H=47.2'
186.0
TW 138.4
FG
H=47.6'
185.2 TW
139.1 FG
H=46.1'
PROPERTY LINE &
LIMIT OF GRADING
PROP. LANDSCAPED
1H:4V RETAINING
187.50
FF
183.50
FS
185.47
FS/HP
187.50
FF
187.50
FF
187.50
FF
PROP. 6"
C&G
PROP. 6"
CURB
PROP. RIBBON
GUTTER
PROP. 6"
C&G
PROP. 6"
C&G
BMP-B4
TREE WELL
186.90
FS
PROP. 6"
CURB
PROP. 6"
CURB
PROP. 6"
CURB
PROPERTY LINE PER
LOT LINE
ADJUSTMENT
LLA21-XXXX
PROP. 6"
C&G
BMP-B1
STORMTRAP
DETENTION
VAULT
BMP-A2
MODULAR
WETLAND
SYSTEM
PROP. CURB CUT
TO TREE WELL
185.79
FS
PROPOSED PARCEL
LINE PER TPM21-0004
PROP. TYPE A BROW
DITCH PER D-75
PROP. TYPE A BROW
DITCH PER SDRSD
D-75
186.71
FS
211.2 FL
P/L
R/W
C/L
C/L
R/W
1.
0
%
1.
0
%
6.7%
2.0%
1.
0
%
1.
0
%
2:
1
2:
1
1.
0
%
0.7%0.7%0.8%
1.0
%
1.0%
1.0%
1.0%
1.0%
5:
1
5:
1
187.50
FF
183.50
FS
187.50
FF
187.50
FS
187.50
FF
186.45
FS
2.0%
185.90
FS
185.20
FS/LP
185.40
FL/LP
186.79
FS/HP
0.8%0.8%0.7%
0
.
7
%
0.7
%
10
.
4
'
B
A
T
T
E
R
W
A
L
L
11
.
9
'
B
A
C
K
O
F
W
A
L
L
32
.
4
'
R
W
T
O
F
A
C
E
O
F
C
U
R
B
6
2
'
26'
41'
24
'
44
.
4
'
1
9
'
19
'
7'
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
F
F
F
F
F
F
G
G
G
G
G
G
G
G
G
G
T T T T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
SSSSSSS
S
S
S
S
S
S
S F
W
W
F
F
F
F
F
F
F
F
F
F
F
W
W W W W W W W W W
W W W W W W W W W W W W W
F F F F F F F
F F F F F F F F F F F F F F F F
W
W
W
W
W
W
W
F
INDUSTRIAL
BLDG 4
187.5 FF
INDUSTRIAL
BLDG 3
186.5 FF
MAIN STREET
PROP. PROPERTY
LINE
186.00 TW
162.00 FG
H=24'
210.2 TW
185.7 FG
H=24.5'
212.0 TW
186.8 FG
H=25.2'
211.6 TW
186.4 FG
H=25.2'
(139.7 FG)
187.0 TW
187.0 FG
H=0'
187.0
TW
187.0 FS
H=0'
185.1
TW
141.2 FG
H=43.9'
191.1
TW
187.0 FG
H=4.1'
184.80
FS
184.62
FS/LP
186.71
FS
187.50
FS
186.67
FS
186.15
FS
185.40
FS
185.29
FS
184.88
FS
187.50
FF
185.45
FS185.86
FS
186.50
FS
186.06
FL/LP
186.56
FS/HP
186.69
FS
186.90
FS
187.50
FF
186.42
FS
186.34
FS
186.36
FS
186.28
FS/HP
184.53
FS/LP
186.50 FF
184.53
FS/LP
186.02
FS
186.69
FS
186.21
FS
186.50 FF
186.47
FS/HP
185.83
FS/LP
PROP. 0"
CURB
PROP. TYPE B
BROW DITCH
PER SDRSD D-75
PROP. RETAINING
WALL
211.90 TW
187.10 FG
H=24.8'
209.4
TW
187.3 FG
H=22.1'
PROP. RETAINING
WALL
205.9 TW
186.0 FG
H=19.9'
186.8
TW 140.2
FG
H=46.6'
185.1
TW 137.9
FG
H=47.2'
186.0
TW 138.4
FG
H=47.6'
185.2 TW
139.1 FG
H=46.1'
PROPERTY LINE &
LIMIT OF GRADING
PROP. LANDSCAPED
1H:4V RETAINING
187.50
FF
183.50
FS
185.47
FS/HP
187.50
FF
187.50
FF
187.50
FF
PROP. 6"
C&G
PROP. 6"
CURB
PROP. RIBBON
GUTTER
PROP. 6"
C&G
PROP. 6"
C&G
BMP-B4
TREE WELL
186.90
FS
PROP. 6"
CURB
PROP. 6"
CURB
PROP. 6"
CURB
PROPERTY LINE PER
LOT LINE
ADJUSTMENT
LLA21-XXXX
PROP. 6"
C&G
BMP-B1
STORMTRAP
DETENTION
VAULT
BMP-A2
MODULAR
WETLAND
SYSTEM
PROP. CURB CUT
TO TREE WELL
185.79
FS
PROPOSED PARCEL
LINE PER TPM21-0004
PROP. TYPE A BROW
DITCH PER D-75
PROP. TYPE A BROW
DITCH PER SDRSD
D-75
186.71
FS
211.2 FL
P/L
R/W
C/L
C/L
R/W
1.
0
%
1.
0
%
6.7%
2.0%
1.
0
%
1.
0
%
2:
1
2:
1
1.
0
%
0.7%0.7%0.8%
1.0
%
1.0%
1.0%
1.0%
1.0%
5:
1
5:
1
187.50
FF
183.50
FS
187.50
FF
187.50
FS
187.50
FF
186.45
FS
2.0%
185.90
FS
185.20
FS/LP
185.40
FL/LP
186.79
FS/HP
0.8%0.8%0.7%
0
.
7
%
0.7
%
10
.
4
'
B
A
T
T
E
R
W
A
L
L
11
.
9
'
B
A
C
K
O
F
W
A
L
L
32
.
4
'
R
W
T
O
F
A
C
E
O
F
C
U
R
B
6
2
'
26'
41'
24
'
44
.
4
'
1
9
'
19
'
7'
T
UP
MAIN ST
R
E
E
T
BUILDING 4
T
UP
PROPOSED PLANT PALETTE
SYMBOL BOTANICAL NAME COMMON NAME SIZE
TREES
CERCIS OCCIDENTALIS WESTERN REDBUD 24" BOX
STD.
LOPHOSTEMON
CONFERTUS BRISBANE BOX 15 GAL.
STD.
PLATANUS RACEMOSA CALIFORNIA
SYCAMORE
24" BOX
STD.
QUERCUS AGRIFOLIA COAST LIVE OAK 24" BOX
STD.
RHUS LANCEA AFRICAN SUMAC 24" BOX
STD.
= 28,603 S.F.TOTAL AREA OF SHADE FROM TREES
= 27,382 S.F.
= 54,764 S.F.
SHADE CALCULATION
SHADE PROVIDED BY TREES AT 5 YEARS GROWTH
SHADE AND PAVING LEGEND
TOTAL REQUIRED SHADE AREA (50%)
(TREES AT 5 YEARS MATURITY)
TOTAL SHADED AREA = 28,603 S.F. (52.2%)
TOTAL AREA OF PARKING STALLS
AREA OF PARKING STALLS & ASSOCIATED
VEHICULAR CIRCULATION
NI
R
V
A
N
A
O
N
P
O
I
N
T
DE
V
E
L
O
P
M
E
N
T
82
1
M
A
I
N
S
T
R
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E
T
CH
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A
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T
A
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1
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gr
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p
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pl
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g
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in
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p
8
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8
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6
3
8
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7
2
7
7
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8
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6
3
8
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7
5
0
6
ci
v
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CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
J:
\
D
w
g
s
\
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P
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\
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PR
E
L
I
M
I
N
A
R
Y
S
H
A
D
I
N
G
D
I
A
G
R
A
M
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
L
1
.
2
BUILDING 1
BUILDING 2 BUILDING 3
BUILDING 4
C
MAIN STREET
A
B
R/W
C/L
R/W
P/L P/L P/LP/LP/L
P/
L
P/
L
R/W
C/L
R/W
C/L
R/W
R/
W
R/
W
C/
L
S
S S S S
S
S
S
S S S S S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
WG
G
G
G
G
G
GGG
G
G
G
G
T T T T T T T T T T T T T T T T T T T T T T T
T
T
T
T
T
T
T
T
T
T
SSSSSSSS
S
S
S
S
S S S S S S S S S S S S S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWW W
W
W
W
W
W
W
W
C
MAIN STREET
A
B
R/W
C/L
R/W
P/L P/L P/LP/LP/L
P/
L
P/
L
R/W
C/L
R/W
C/L
R/W
R/
W
R/
W
C/
L
T
T
T
UP
UP
T
MAIN ST
R
E
E
T
MAIN STREET
MAIN ST
R
E
E
T
NI
R
V
A
N
A
A
V
E
N
U
E
UP
UP
BUILDING 1
BUILDING 2 BUILDING 3
BUILDING 4
T
T
T
UP
UP
T
LANDSCAPE TABULATIONS
TOTAL SITE AREA = 579,977 S.F.
TOTAL SITE LANDSCAPE AREA REQUIRED (15%) = 86,997 S.F.
TOTAL LANDSCAPE PROVIDED = 134,688 S.F. (23%)
TOTAL PARKING LOT AREA = 78,015 S.F.
TOTAL PARKING LOT LANDSCAPE AREA REQUIRED (10%) = 7,802 S.F.
TOTAL PARKING LOT LANDSCAPE AREA PROVIDED = 16,947 S.F. (21%)NI
R
V
A
N
A
O
N
P
O
I
N
T
DE
V
E
L
O
P
M
E
N
T
82
1
M
A
I
N
S
T
R
E
E
T
CH
U
L
A
V
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S
T
A
,
C
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2
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1
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p
8
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6
3
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7
2
7
7
f
8
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6
3
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7
5
0
6
ci
v
i
l
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n
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g
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
J:
\
D
w
g
s
\
O
n
P
o
i
n
t
\
8
2
1
N
i
r
v
a
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a
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a
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a
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1
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a
r
.
2
0
2
2
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0
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2
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a
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P
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:
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L3.0
LA
N
D
S
C
A
P
E
A
R
E
A
T
A
B
U
L
A
T
I
O
N
S
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
C
MAIN STREE
T
INDUSTRIAL
BLDG 4
187.5 FF
NI
R
V
A
N
A
A
V
E
INDUSTRIAL
BLDG 3
186.5 FF
INDUSTRIAL
BLDG 2
185.25 FF
INDUSTRIAL
BLDG 1
184.25 FF
MAIN STREET
PROP. 24'
DRAINAGE
EASEMENT
TO CITY OF
C.V.
PROP. 20' DRAINAGE
EASEMENT TO CITY OF
C.V.
PROP. 60" RCP SD
PRIVATE SD 'A'
PROPOSED 60"
RCP PUBLIC
SD
PROP. 72" RCP
PRIVATE SD 'B'
A
PROP. 6' X 2.5'
DOUBLE RCB
PRIVATE SD 'A'
PROP. 72" RCP
PRIVATE SD 'B'
B
2013-0573538
PROP. PROPERTY
LINE
(131.60
FG)
PROPOSED LANDSCAPED
1H:4V RETAINING WALL
186.00 TW
162.00 FG
H=24'
LIMIT OF
PROPOSED
ACCESS EASEMENT
PROP. RETAINING
WALL
206.00 TW
186.25 FG
H=19.75'
PROPERTY LINE &
LIMIT OF GRADING
201.9 TW
183.4 FG
H=18.5'
202.9
TW
184.1 FG
H=18.8'
200.6 TW
184.0 FG
H=16.6'
207.4 TW
186.7 FG
H=20.7'
210.2 TW
185.7 FG
H=24.5'
PROP. RETAINING
WALL 212.0 TW
186.8 FG
H=25.2'
211.6 TW
186.4 FG
H=25.2'
184.0 TW
184.0 FG
H=0'
(139.7 FG)
187.0 TW
187.0 FG
H=0'
187.0
TW
187.0 FS
H=0'
185.1
TW
141.2 FG
H=43.9'
191.1
TW
187.0 FG
H=4.1'
182.70
FL/LP183.60
FS
183.60
FS/HP
184.34 FL 184.80
FS
184.62
FS/LP
186.71
FS
187.50
FS
186.67
FS
186.15
FS
185.40
FS
185.29
FS
184.88
FS
187.50
FF
185.45
FS185.86
FS
186.50
FS
186.06
FL/LP
186.56
FS/HP
186.69
FS
186.90
FS
187.50
FF
186.42
FS
186.34
FS
186.36
FS
185.91
FS
184.34
FS
185.63
FS
185.18
FS
183.50
FS/LP
183.00
FS/LP
186.28
FS/HP
184.53
FS/LP
184.00
FS/HP
184.19
FS
184.62
FS
183.66
FS/HP
182.71
FS/LP
182.60
FS/HP
183.45
FS
180.16
FS/LP
184.25 FF 185.25 FF
185.25 FF
185.25 FF
183.62
FS
183.34
FS
186.50 FF
184.34
FS
183.08
FS/LP
186.50 FF
184.53
FS/LP
181.60
FS/LP
185.41
FS
184.56
FS
183.45
FS
183.62
FS
186.02
FS
186.69
FS
186.21
FS
186.50 FF
186.47
FS/HP
185.83
FS/LP
185.80
FS
186.50 FF
186.50 FF
PROP. 6" CURB
PROP. 0"
CURB
185.53 FS
PROP. TYPE B
BROW DITCH
PER SDRSD D-75
201.25 FL
205.00 FL
PROP. TYPE B
BROW DITCH
PER SDRSD D-75203.40
FL
184.3
TW
184.3 FG
H=0'
184.1
TW
184.1 FG
H=0'
PROP. TYPE B
BROW DITCH
PER SDRSD D-75
197.0
TW
183.4 FG
H=13.6'
PROP. RETAINING
WALL
203.6 TW
185.7 FG
H=17.9'
185.7
TW
185.7 FG
H=0'
185.5
TW
185.5 FG
H=0'
184.7
TW 162.0
FG
H=22.7'
211.90 TW
187.10 FG
H=24.8'
LIMIT OF GRADING
PROPERTY LINE &
LIMIT OF GRADING
209.4
TW
187.3 FG
H=22.1'
PROP. RETAINING
WALL
205.9 TW
186.0 FG
H=19.9'
PROP. RETAINING
WALL
PROP.
RETAINING
WALL
184.0
TW 161.0
FG
H=23'
186.8
TW 140.2
FG
H=46.6'
185.1
TW 137.9
FG
H=47.2'
186.0
TW 138.4
FG
H=47.6'
185.2 TW
139.1 FG
H=46.1'
PROPOSED
LANDSCAPED
1H:4V RETAINING
WALL
PROPERTY LINE &
LIMIT OF GRADING
186.00
FS/HP185.25
FS
184.7
TW
181.0 FG
H=3.7'
PROP. LAND
1H:4V RETAI
WALL
184.25 FF
180.25
FS
EXIST. CONCRETE
DITCH TO BE
REMOVED
REMOVED
187.50
FF
183.50
FS
185.47
FS/HP
181.60
FS/LP
182.60
FS/HP
184.59
FS
184.33
FS
183.78
FS
PROP. 6"
C&G
PROP. 6"
C&G
187.50
FF
187.50
FF
187.50
FF
PROP. 6"
C&G
PROP. 6"
C&G
PROP. 6"
C&G
PROP. 6"
C&G
PROP.
6"
C&G PROP. 6"
CURB
PROP. 6"
CURB PROP. RIBBON
GUTTER
PROP. 6"
CURB &
GUTTER
PROP. 6"
C&G
PROP. 6"
C&G
BMP-A5
TREE WELL
BMP-A4
TREE WELL
BMP-B4
TREE WELL
184.62
FS
186.90
FS
184.30
FS
184.25 FF
183.3
TW 161.1
FG
H=22.2'
182.0
TW 146.0
FG
H=36'0' PROPERTY
LINE SETBACK
PROP. 6"
CURB
PROP. TYPE 'B' BROW
DITCH PER SDRSD
D-75
PROP. 6"
CURB
PROP. 6"
C&G
PROP. 6"
C&G
PROP. 6"
C&G
PROP. 6"
CURB
PROP. 6"
CURB
PROP. 6"
CURB
PROPERTY LI
LOT LINE
ADJUSTMEN
LLA21-XXXX
PROP. 6"
C&G
BMP-A1
STORMTRAP
DETENTION
VAULT
BMP-A2
MODULAR
WETLAND
SYSTEM
BMP-B1
STORMTRAP
DETENTION
VAULT
BMP-A2
MODULAR
WETLAND
SYSTEM
PROP. CURB CUT
TO TREE WELL
PROP. CURB CUT
TO TREE WELL
PROP. CURB CUT
TO TREE WELL
185.79
FS
181.5
TW 133.5
FG
H=48'
182.8
TW 135.4
FG
H=47.4'
185.3
TW 139.2
FG
H=46.1'
LIMIT OF C
REMOVAL
182.5 TW
134.5 FG
H=48'183.1 TW
135.1 FG
H=48'
183.1
TW
135.1 FG
H=48'
182.5 TW
135.7 FG
H=46.8'
184.5 TW
136.5 FG
H=48'
183.3 TW
137.3 FG
H=46'
184.3
TW
138.6 FG
H=45.7'
186.5
TW
140.0 FG
H=46.5'
PROPOSED PARCEL
LINE PER TPM21-0004
PROPOSED PARCEL
LINE PER TPM21-0004 PROPOSED PARCEL
LINE PER TPM21-0004
PROP. TYPE A BROW
DITCH PER SDRSD
D-75
PROP. TYPE A
BROW DITCH
PER D-75
PROP. TYPE A BROW
DITCH PER D-75
PROP. TYPE A BROW
DITCH PER SDRSD
D-75
186.71
FS
185.64
FS
185.93
FS
TRANSITION
6" TO 0"
CURB
180.90
TW
181.0 TW
156.0 FG
H=25.0'180.13
FS/LP
211.2 FL
PROP.
6"
C&G
R/W
C/L
R/W
P/L P/L P/LP/LP/L
P/
L
P/
L
R/W
C/L
R/W
C/L
R/W
R/
W
1.
0
%
1.
0
%
6.7%
2.0%
1
.
5
%
1
.
5
%
1.
5
%
1.
0
%
1.
0
%
1
.
4
%
1
.
5
%
1
.
5
%
1
.
5
%
1.
5
%
2:
1
2:
1
2:
1
2:
1
2:
1
1.0%
1.
0
%
0.7%2.
1
%
2.
0
%
1.0%
3.4%
1.
0
%
0.8%0.8%
1.0%
0.6%
1.0%1.0%0.7%1.0%0.7%0.8%
1.0
%
1.0%
1.0%
1.0%
1.0%
1.0%
2.5%
1.0%
1.9%
1.0%
1.0%
1.7%
2:1
5
:
1
5:
1
5:
1
5:
1
5
:
1
5
:
1
2
:
1
4.
5
%
2.0%
4.2
%
1
.
0
%
184.55
FS/HP
184.25 FF
185.25 FF
181.25
FS
185.25 FF
187.50
FF
183.50
FS
187.50
FF
187.50
FS
187.50
FF
185.01 TW
181.25 FS
185.25 FF
185.25
FS
183.54
FS
182.68
FS
182.19
FS
184.25
FS
184.25
FS
6.7%6.7%
183.75
FS/HP
182.80
FS/LP
1.0%
1.0%
2.0%
186.45
FS
183.40
FS
2.0%
185.25 FF
186.14
FS/HP 185.90
FS
186.14
FS/HP
185.20
FS/LP
185.20
FS/LP
185.40
FL/LP
186.79
FS/HP
0.8%0.8%0.7%
1.0%1.0%0.7%0.8%
0
.
7
%
0.7
%
2
0
'
L
A
N
D
S
C
A
P
E
E
A
S
E
M
E
N
T
69'
5'
P
R
O
P
E
R
T
Y
L
I
N
E
S
E
T
B
A
C
K
10
.
4
'
B
A
T
T
E
R
W
A
L
L
11
.
9
'
B
A
C
K
O
F
W
A
L
L
2
6
'
6.4' WALL BATTER
3' PROPERTY LINE SETBACK
32
.
4
'
R
W
T
O
F
A
C
E
O
F
C
U
R
B
6
2
'
7.9' BACK OF WALL
14.3' PL TO BACK OF CURB
5
'
6
2
'
62'
26'
41'
36
'
24
'
44
.
4
'
3
2
'
1
9
'
19
'
1
9
'
2
4
'
19' 24' 19'
60
'
1
9
'
2
4
'
1
9
'
2
0
'
L
A
N
D
S
C
A
P
E
E
A
S
E
M
E
N
T
2
5
'
B
L
D
G
S
E
T
B
A
C
K
15
'
S
E
T
B
A
C
K
25
'
B
L
D
G
S
E
T
B
A
C
K
5
'
32
'
3
'
B
E
N
C
H
1
3
.
8
'
7'
1
9
'
7
.
5
'
1
9
'
9
.
7
'
1
9
'
2
4
'
1
9
'
8
'
S
S
S
S S S S S S
S
S
S
S
S
S
S
S
S S S S S S S S S S S S S S S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
F
F
F
F
S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGGG
G
G
G
G
G
G
G
G
G
G
G
G
T
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
FFFFFFFFFFFFFFFFFFFFFFFFFFFFFF
F
SSSSSSSSSSSSSSSS
S
S
S
S
S
S F
F
F
F
F
F
F
F
F
F
F
F
F
F
W
W
S
S
S
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
W
W
W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W
F F F F F F F F F F F F F F F F
F F F F F F F F F F F F F F
S S S S S S S S S S S S S S S S S S S S S S S S S S S
S
S
S S S
S
S
S
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
WWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWW W
W
W
W
W
W W
W
W
W
W
W
W
W
W
F
F
F
F
F
F
F F
W
S
F
F
C
MAIN STREE
T
INDUSTRIAL
BLDG 4
187.5 FF
NI
R
V
A
N
A
A
V
E
INDUSTRIAL
BLDG 3
186.5 FF
INDUSTRIAL
BLDG 2
185.25 FF
INDUSTRIAL
BLDG 1
184.25 FF
MAIN STREET
PROP. 24'
DRAINAGE
EASEMENT
TO CITY OF
C.V.
PROP. 20' DRAINAGE
EASEMENT TO CITY OF
C.V.
PROP. 60" RCP SD
PRIVATE SD 'A'
PROPOSED 60"
RCP PUBLIC
SD
PROP. 72" RCP
PRIVATE SD 'B'
A
PROP. 6' X 2.5'
DOUBLE RCB
PRIVATE SD 'A'
PROP. 72" RCP
PRIVATE SD 'B'
B
2013-0573538
PROP. PROPERTY
LINE
(131.60
FG)
PROPOSED LANDSCAPED
1H:4V RETAINING WALL
186.00 TW
162.00 FG
H=24'
LIMIT OF
PROPOSED
ACCESS EASEMENT
PROP. RETAINING
WALL
206.00 TW
186.25 FG
H=19.75'
PROPERTY LINE &
LIMIT OF GRADING
201.9 TW
183.4 FG
H=18.5'
202.9
TW
184.1 FG
H=18.8'
200.6 TW
184.0 FG
H=16.6'
207.4 TW
186.7 FG
H=20.7'
210.2 TW
185.7 FG
H=24.5'
PROP. RETAINING
WALL 212.0 TW
186.8 FG
H=25.2'
211.6 TW
186.4 FG
H=25.2'
184.0 TW
184.0 FG
H=0'
(139.7 FG)
187.0 TW
187.0 FG
H=0'
187.0
TW
187.0 FS
H=0'
185.1
TW
141.2 FG
H=43.9'
191.1
TW
187.0 FG
H=4.1'
182.70
FL/LP183.60
FS
183.60
FS/HP
184.34 FL 184.80
FS
184.62
FS/LP
186.71
FS
187.50
FS
186.67
FS
186.15
FS
185.40
FS
185.29
FS
184.88
FS
187.50
FF
185.45
FS185.86
FS
186.50
FS
186.06
FL/LP
186.56
FS/HP
186.69
FS
186.90
FS
187.50
FF
186.42
FS
186.34
FS
186.36
FS
185.91
FS
184.34
FS
185.63
FS
185.18
FS
183.50
FS/LP
183.00
FS/LP
186.28
FS/HP
184.53
FS/LP
184.00
FS/HP
184.19
FS
184.62
FS
183.66
FS/HP
182.71
FS/LP
182.60
FS/HP
183.45
FS
180.16
FS/LP
184.25 FF 185.25 FF
185.25 FF
185.25 FF
183.62
FS
183.34
FS
186.50 FF
184.34
FS
183.08
FS/LP
186.50 FF
184.53
FS/LP
181.60
FS/LP
185.41
FS
184.56
FS
183.45
FS
183.62
FS
186.02
FS
186.69
FS
186.21
FS
186.50 FF
186.47
FS/HP
185.83
FS/LP
185.80
FS
186.50 FF
186.50 FF
PROP. 6" CURB
PROP. 0"
CURB
185.53 FS
PROP. TYPE B
BROW DITCH
PER SDRSD D-75
201.25 FL
205.00 FL
PROP. TYPE B
BROW DITCH
PER SDRSD D-75203.40
FL
184.3
TW
184.3 FG
H=0'
184.1
TW
184.1 FG
H=0'
PROP. TYPE B
BROW DITCH
PER SDRSD D-75
197.0
TW
183.4 FG
H=13.6'
PROP. RETAINING
WALL
203.6 TW
185.7 FG
H=17.9'
185.7
TW
185.7 FG
H=0'
185.5
TW
185.5 FG
H=0'
184.7
TW 162.0
FG
H=22.7'
211.90 TW
187.10 FG
H=24.8'
LIMIT OF GRADING
PROPERTY LINE &
LIMIT OF GRADING
209.4
TW
187.3 FG
H=22.1'
PROP. RETAINING
WALL
205.9 TW
186.0 FG
H=19.9'
PROP. RETAINING
WALL
PROP.
RETAINING
WALL
184.0
TW 161.0
FG
H=23'
186.8
TW 140.2
FG
H=46.6'
185.1
TW 137.9
FG
H=47.2'
186.0
TW 138.4
FG
H=47.6'
185.2 TW
139.1 FG
H=46.1'
PROPOSED
LANDSCAPED
1H:4V RETAINING
WALL
PROPERTY LINE &
LIMIT OF GRADING
186.00
FS/HP185.25
FS
184.7
TW
181.0 FG
H=3.7'
PROP. LAND
1H:4V RETAI
WALL
184.25 FF
180.25
FS
EXIST. CONCRETE
DITCH TO BE
REMOVED
REMOVED
187.50
FF
183.50
FS
185.47
FS/HP
181.60
FS/LP
182.60
FS/HP
184.59
FS
184.33
FS
183.78
FS
PROP. 6"
C&G
PROP. 6"
C&G
187.50
FF
187.50
FF
187.50
FF
PROP. 6"
C&G
PROP. 6"
C&G
PROP. 6"
C&G
PROP. 6"
C&G
PROP.
6"
C&G PROP. 6"
CURB
PROP. 6"
CURB PROP. RIBBON
GUTTER
PROP. 6"
CURB &
GUTTER
PROP. 6"
C&G
PROP. 6"
C&G
BMP-A5
TREE WELL
BMP-A4
TREE WELL
BMP-B4
TREE WELL
184.62
FS
186.90
FS
184.30
FS
184.25 FF
183.3
TW 161.1
FG
H=22.2'
182.0
TW 146.0
FG
H=36'0' PROPERTY
LINE SETBACK
PROP. 6"
CURB
PROP. TYPE 'B' BROW
DITCH PER SDRSD
D-75
PROP. 6"
CURB
PROP. 6"
C&G
PROP. 6"
C&G
PROP. 6"
C&G
PROP. 6"
CURB
PROP. 6"
CURB
PROP. 6"
CURB
PROPERTY LI
LOT LINE
ADJUSTMEN
LLA21-XXXX
PROP. 6"
C&G
BMP-A1
STORMTRAP
DETENTION
VAULT
BMP-A2
MODULAR
WETLAND
SYSTEM
BMP-B1
STORMTRAP
DETENTION
VAULT
BMP-A2
MODULAR
WETLAND
SYSTEM
PROP. CURB CUT
TO TREE WELL
PROP. CURB CUT
TO TREE WELL
PROP. CURB CUT
TO TREE WELL
185.79
FS
181.5
TW 133.5
FG
H=48'
182.8
TW 135.4
FG
H=47.4'
185.3
TW 139.2
FG
H=46.1'
LIMIT OF C
REMOVAL
182.5 TW
134.5 FG
H=48'183.1 TW
135.1 FG
H=48'
183.1
TW
135.1 FG
H=48'
182.5 TW
135.7 FG
H=46.8'
184.5 TW
136.5 FG
H=48'
183.3 TW
137.3 FG
H=46'
184.3
TW
138.6 FG
H=45.7'
186.5
TW
140.0 FG
H=46.5'
PROPOSED PARCEL
LINE PER TPM21-0004
PROPOSED PARCEL
LINE PER TPM21-0004 PROPOSED PARCEL
LINE PER TPM21-0004
PROP. TYPE A BROW
DITCH PER SDRSD
D-75
PROP. TYPE A
BROW DITCH
PER D-75
PROP. TYPE A BROW
DITCH PER D-75
PROP. TYPE A BROW
DITCH PER SDRSD
D-75
186.71
FS
185.64
FS
185.93
FS
TRANSITION
6" TO 0"
CURB
180.90
TW
181.0 TW
156.0 FG
H=25.0'180.13
FS/LP
211.2 FL
PROP.
6"
C&G
R/W
C/L
R/W
P/L P/L P/LP/LP/L
P/
L
P/
L
R/W
C/L
R/W
C/L
R/W
R/
W
1.
0
%
1.
0
%
6.7%
2.0%
1
.
5
%
1
.
5
%
1.
5
%
1.
0
%
1.
0
%
1
.
4
%
1
.
5
%
1
.
5
%
1
.
5
%
1.
5
%
2:
1
2:
1
2:
1
2:
1
2:
1
1.0%
1.
0
%
0.7%2.
1
%
2.
0
%
1.0%
3.4%
1.
0
%
0.8%0.8%
1.0%
0.6%
1.0%1.0%0.7%1.0%0.7%0.8%
1.0
%
1.0%
1.0%
1.0%
1.0%
1.0%
2.5%
1.0%
1.9%
1.0%
1.0%
1.7%
2:1
5
:
1
5:
1
5:
1
5:
1
5
:
1
5
:
1
2
:
1
4.
5
%
2.0%
4.2
%
1
.
0
%
184.55
FS/HP
184.25 FF
185.25 FF
181.25
FS
185.25 FF
187.50
FF
183.50
FS
187.50
FF
187.50
FS
187.50
FF
185.01 TW
181.25 FS
185.25 FF
185.25
FS
183.54
FS
182.68
FS
182.19
FS
184.25
FS
184.25
FS
6.7%6.7%
183.75
FS/HP
182.80
FS/LP
1.0%
1.0%
2.0%
186.45
FS
183.40
FS
2.0%
185.25 FF
186.14
FS/HP 185.90
FS
186.14
FS/HP
185.20
FS/LP
185.20
FS/LP
185.40
FL/LP
186.79
FS/HP
0.8%0.8%0.7%
1.0%1.0%0.7%0.8%
0
.
7
%
0.7
%
2
0
'
L
A
N
D
S
C
A
P
E
E
A
S
E
M
E
N
T
69'
5'
P
R
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T
Y
L
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S
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T
B
A
C
K
10
.
4
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B
A
T
T
E
R
W
A
L
L
11
.
9
'
B
A
C
K
O
F
W
A
L
L
2
6
'
6.4' WALL BATTER
3' PROPERTY LINE SETBACK
32
.
4
'
R
W
T
O
F
A
C
E
O
F
C
U
R
B
6
2
'
7.9' BACK OF WALL
14.3' PL TO BACK OF CURB
5
'
6
2
'
62'
26'
41'
36
'
24
'
44
.
4
'
3
2
'
1
9
'
19
'
1
9
'
2
4
'
19' 24' 19'
60
'
1
9
'
2
4
'
1
9
'
2
0
'
L
A
N
D
S
C
A
P
E
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A
S
E
M
E
N
T
2
5
'
B
L
D
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S
E
T
B
A
C
K
15
'
S
E
T
B
A
C
K
25
'
B
L
D
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S
E
T
B
A
C
K
5
'
32
'
3
'
B
E
N
C
H
1
3
.
8
'
7'
1
9
'
7
.
5
'
1
9
'
9
.
7
'
1
9
'
2
4
'
1
9
'
8
'
MAIN STREET
T
T
T
UP
UP
T
MAIN ST
R
E
E
T
MAIN STREET
MAIN ST
R
E
E
T
NI
R
V
A
N
A
A
V
E
N
U
E
BUILDING 1
BUILDING 2 BUILDING 3
BUILDING 4
MAIN STREET
T
T
T
UP
UP
T
T
T
T
T
UP
UP
MAIN STREET PROPOSED TREES
TREES
SYMBOL BOTANICAL NAME COMMON NAME SIZE /
FORM
HT. X SPRD.
X CAL. (MIN.)
WATER
USE DESCRIPTION DETAIL QTY.
PINUS CANARIENSIS CANARY ISLAND PINE 24" BOX
STD.
10'H X 6'W
X 1-1/2"CAL.L
SMALL
FLOWERING
TREE
A,B 27
LOPHOSTEMON
CONFERTUS BRISBANE BOX 24" BOX
STD.
10'H X 3'W
X 1-1/4" CAL M VERTICAL
EVERGREEN C 14
SCHINUS MOLLE CALIFORNIA PEPPER 24" BOX
STD.
6'H X 5'W X
1-1/2" CAL.VL DECIDUOUS
CANOPY A,B 18
WATER USE KEY:
VL = VERY LOW WATER USE, L = LOW WATER USE, M = MODERATE WATER USE, H = HIGH WATER USE. WATER USE STATED IS PER 'WATER USE
CLASSIFICATION OF LANDSCAPE SPECIES' (ALSO REFERRED TO AS WUCOLS IV) FOR THE CITY OF CHULA VISTA.IS PER 'WATER USE CLASSIFICATION OF LANDSCAPE SPECIES' (ALSO REFERRED TO AS WUCOLS IV) FOR THE CITY OF
CHULA VISTA.
PROPOSED PLANTING - MSE WALL
SHRUBS, GRASSES, & GROUNDCOVERS
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING WATER
USE DESCRIPTION
FICUS PUMILA CREEPING FIG 4" POT 1 PER CELL M SPREADING
VINE
ROSMARINUS O.
'PROSTRATUS
PROSTRATE
ROSEMARY 4" POT 1 PER CELL L TRAILING
EVERGREEN
VERBENA SPP.VERBENA 4" POT 1 PER CELL L TRAILING
PERRENIAL
LORNICERA JAPONCA.HONEYSUCKLE 4" POT 1 PER CELL L TRAILING
PERRENIAL
BOUGAINVILLEA 'LA
JOLLA'BOUNGAINVILLEA 4" POT 1 PER CELL L TRAILING
PERRENIAL
WATER USE KEY:
VL = VERY LOW WATER USE, L = LOW WATER USE, M = MODERATE WATER USE, H = HIGH WATER USE. WATER USE STATED
IS PER 'WATER USE CLASSIFICATION OF LANDSCAPE SPECIES' (ALSO REFERRED TO AS WUCOLS IV) FOR THE CITY OF
CHULA VISTA.
PROPOSED PLANTING - TREE WELL BMP
NI
R
V
A
N
A
O
N
P
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I
N
T
DE
V
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L
O
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M
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82
1
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CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
J:
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VERBENA SPP.
TRAILING VERBENA
LORNICERA SPP.
HONEYSUCKLE
ROSMARINUS T. PROSTRATA
PROSTRATE MROSEMARY
FICUS REPENS
CREEPING FIG
BOUGAINVILLEA SPP.
BOUGAINVILLEA
PINUS CANARIENSIS /
CANARY ISLAND PINE
SCHINUS MOLLE /
CALIFORNIA PEPPER TREE
LOPHOSTEMON CONFERTUS /
BRISBANE BOX
ROSMARINUS T. PROSTRATA
PROSTRATE MROSEMARY
BOUGAINVILLEA SPP.
BOUGAINVILLEA
L4.1
C
PROP. 24'
DRAINAGE
EASEMENT
TO CITY OF
C.V.
PROP. 20' DRAINAGE
EASEMENT TO CITY OF
C.V.
PROP. 60" RCP SD
PRIVATE SD 'A'
PROPOSED 60"
RCP PUBLIC
SD
PROP. 72" RCP
PRIVATE SD 'B'
A
PROP. 6' X 2.5'
DOUBLE RCB
PRIVATE SD 'A'
PROP. 72" RCP
PRIVATE SD 'B'
B
R/W
C/L
R/W
P/L P/L P/LP/LP/L
P/
L
P/
L
R/W
C/L
R/W
C/L
R/W
R/
W
S
S S S S
S
S
S
S S S S S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
F
F
G
G
G
G
G
G
GGG
G
G
G
G
T T T T T T T T T T T T T T T T T T T T T T T
T
T
T
T
T
T
T
T
T
T
FFFFFFFFFFFFFFF SSSSSSSS
S
S
S
F
F
F
F
F
F
S
F
F
F
F
F
W W W W W W W W W W
W W W W W
F F F F F F F F
F F F F F F F
S S S S S S S S S S S S S
S
S
WWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWW W
W
W
W
W
W
W
F
F
F
C
PROP. 24'
DRAINAGE
EASEMENT
TO CITY OF
C.V.
PROP. 20' DRAINAGE
EASEMENT TO CITY OF
C.V.
PROP. 60" RCP SD
PRIVATE SD 'A'
PROPOSED 60"
RCP PUBLIC
SD
PROP. 72" RCP
PRIVATE SD 'B'
A
PROP. 6' X 2.5'
DOUBLE RCB
PRIVATE SD 'A'
PROP. 72" RCP
PRIVATE SD 'B'
B
R/W
C/L
R/W
P/L P/L P/LP/LP/L
P/
L
P/
L
R/W
C/L
R/W
C/L
R/W
R/
W
T
T
T
UP
UP
T
MAIN ST
R
E
E
T
MAIN STREET
MAIN ST
R
E
E
T
NI
R
V
A
N
A
A
V
E
N
U
E
BUILDING 1
BUILDING 2 BUILDING 3
BUILDING 4
T
T
T
UP
UP
T
B
A
BB
2:1
P/L
PROPOSED SOIL NAIL RETAINING WALL
MAX EXPOSED HEIGHT = 25'
NATURAL COLOR CONCRETE
SMOOTH TROWEL FINISH
SHRUBS AND VINE PLANTING AT THE BASE OF
WALL TO TRAIN UP WALL AND BREAK UP WALL
FACADE
PROPOSED BROW DITCH
TYPE B PER SDRSD D-75
42" HIGH CABLE RAIL CENTERED ON TOP OF
SOIL NAIL WALL
SEE CABLE RAIL ELEVATION
SECTION A - NORTH EDGE SOIL NAIL RETAINING WALL
MAIN
STREET
R/W
5:1
PROPOSED
CRASH FENCE
PROPOSED ASPHALT
DRIVE AISLE AND
PARKING LOT
PROPOSED
LANDSCAPED
RETAINING WALL
EXISTING CURB
& GUTTER
EXISTING PCC
SIDEWALK
PROPOSED 18-INCH WIDE
TYPE A DITCH PER D-75
PROPOSED
LANDSCAPED SLOPE
SECTION B - EAST, SOUTH AND WEST EDGE MSE RETAINING WALL
PLANTING PALETTE PER L4.1
FE
N
C
E
A
N
D
W
A
L
L
P
L
A
N
L5.1
SCALE : 1" = 70'-0"
SOIL NAIL WALL
1
2
4
2
ELEVATION:
LEGEND:
1.3/8" DIAMETER WEATHER RESISTANT COATED
(CLEAR) GALVANIZED CABLE. CABLE TO BE
STRETCHED TAUT AND SECURED IN PLACE AT
BOTH ENDS WITH GALVANIZED STEEL EYE
BOLTS.
2.2-7/8" OUTSIDE DIAMETER GALVANIZED STEEL
POST WITH THREADED CAP. SET 8' O.C. MAX..
3.TOP OF SOIL NAIL WALL
4.CABLE TURN BUCKLE. SEE ENLARGEMENT THIS
DETAIL.
3
CALBE RAIL ELEVATION
SOIL NAIL WALL
NATURAL COLOR CONCRETE
SMOOTH TROWEL FINISH
SOIL NAIL WALL SOIL NAIL WALL
NI
R
V
A
N
A
O
N
P
O
I
N
T
DE
V
E
L
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P
M
E
N
T
82
1
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A
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S
T
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T
CH
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1
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7
5
0
6
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v
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CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
J:
\
D
w
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s
\
O
n
P
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\
8
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:
3
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:
S
o
o
CABLE RAIL CHARACTER IMAGE
MSE WALL
MSE WALL
MSE WALL
MSE WALL
MSE WALL BY SOIL RETENTION
VERDURA PLANTABLE WALL
NATURAL COLOR CONCRETE BLOCK
CRASH BARRIER FENCE BY AMERISTAR
STALWART II
POWDERCOAT BLACK