HomeMy WebLinkAboutPARK WEST ADDRESSING _ 250_SouthHeathRdFD
FD
WESTSIDE PARKWAY (FUTURE)
HEATH ROAD
S T O C K D A L E R A N C H D R .
ST
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C
K
D
A
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E
H
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21
10
17
BUILDING A
TYPE 1
6
7
7
6
10
10
3
18
26
18
28
7
28
5
10
5
8
26
26
22
24
22
22
13
6
28
7
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15
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COMMUNITY
ROOM
BUILDING D
TYPE 1
BUILDING C
TYPE 1
BUILDING B
TYPE 1
BUILDING E
TYPE 1
BUILDING F
TYPE 1
BUILDING R
TYPE 1
BUILDING S
TYPE 2
BUILDING X
TYPE 2
BUILDING T
TYPE 1
BUILDING V
TYPE 1
BUILDING U
TYPE 2
BUILDING O
TYPE 1
BUILDING P
TYPE 2
BUILDING N
TYPE 1
BUILDING M
TYPE 1
BUILDING Q
TYPE 2
BUILDING L
TYPE 1
BUILDING K
TYPE 1
BUILDING J
TYPE 2
BUILDING I
TYPE 2
BUILDING H
TYPE 1
BUILDING G
TYPE 2
BUILDING W
TYPE 2
10
7
B U I L D I N G S E T B A C K
3 0 '-0 "
5
13
CLUBHOUSE
FITNESS
MAINT.
RESTROOMS/
POOL
EQUIPMENT
POOL
BBQ
SPA
BOCCE BALL
22'-5"
20'-0"
2 2 '-1 0 "
21'-0"
21'-9"
2
1'-
1
1
"
2 2 '-0 "
2
0'-8"
6
9 7
20
'
-
0
"
20
'
-
8
"
25
'
-
3
"
2 0 '-1 0 "
25
'
-
3
"
21'-11"
21'-11"
2 6 '-7 "
2 3 '-9 "
2 0 '-7 "
2 5 '-8 "
2 3 '-8 "
2
1
'
-
8
"
2 3 '-7 "
3
4'-
3
"
3
4'-
2
"
3
5'-
4
"
2
9'-1
1"
2 9 '-9 "
2
8'-6"
24
'
-
1
1
"
21
'
-
7
"
24'-6"
20
'
-
0
"
3 3 '-9 "
18'-0"
18'-1"
20'-7"
1 7 '-8 "
16'-5"1 1 '-7 "
1 0 '-9 "
26
'
-
0
"
2 6 '-0 "
2 6'-1
"
2 5'-1 1"
2 6 '-0 "
2 6 '-0 "
26'-0"
2 6'-
0
"
2 6'-0
"
1 1 '-1 0 "
13'-2"
10
'
-
9
"
12
'
-
2
"
12
'
-
1
1
"
16'-9"
17
'
-
8
"
1 6 '-4 "
1 4 '-9 "
1 3'-7
"
1 6'-0
"
2 6 '-0 "
6
2 3 '-0 "
17'-0"
R
3
7
'-
0
"
R 3 7 '-0 "
R 3 7 '-0 "
R
3
8
'-
0
"
R
3
7
'
-
0
"
R 3 7 '-0 "
R
3
7
'-
0
"
R 3 7 '-0 "
R
3
7'-
0
"R 3 7 '-0 "
R 3 7 '-0 "
R
3
7'-
0
"
R 3 7 '-0 "
E
V
E
V
E
V
E
V
EV EV
E
V
E
V
EV EV
EVEV
LOADING
E V
E V
EV EV EV EV
1
WATER LINE EASEMENT
NO CARPORTS TO BE
PLACED ABOVE (2) 10 FT
PARKING STALLS
1
0'-0"
1
0'-0"
3
1 6 '-0 "
1 6 '-0 "
1 6 '-0 "
1 6 '-0 "
3
3
3
5
2
0'-0"
R
3
7
'-
0
"
R 3 7 '-0 "
2 1 0 '-0 "L I NE RES E RV A TION FO R THE KERN RIVER FREEWAY ALIG NM E NT , NOW REFE R RED TO AS THE WESTI S DE P AR KWAY, PER R ES O L UTI O N NO . 138 -91 ADO P TED BY THE C I TY O F BAKERSF I E LD C I T Y C O UNCI L O N J UL Y 1 7, 1991.FUTURE DRAINAGE BASIN S PECIF I C PL A N LINE RESERVATI O N FOR TH E WEST BELTWAY AND W E STSIDE PARKWAY I NT ERCHANGE, PER RES O LTI O N NO. 263 -04(1) ADO P TED BY T HE C I T Y O F B A K E R S FIEL D C I TY C O U NC I L O N APRI L 1 9, 2017.
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PHASE 1
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Thomas E. Jess
L i c e n s e d Archite
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License #C-27608
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NO.REVISION DATE
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Architect of Record/Consultant
Consultant
J
K
1112
G
H
J
K
1112
1327 ARCHER STREET
SAN LUIS OBISPO, CA 93401
THOMAS E. JESS ARCHITECT (CA) #C27068
STEPHEN A. RIGOR ARCHITECT (CA) #C33672
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ADDRESS
805.547.2240
ARRIS-STUDIO.COM
CONTACT
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A
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A18039
March 29, 2019
A2.00
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N
GENERAL NOTES
A. THIS SITE PLAN IS FOR REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE PLANS
UNDER SEPARATE PERMIT FOR ADDITIONAL INFORMATION.
B. PROVIDE A MINIMUM 2 PERCENT GRADIENT FROM THE BUILDIGN PADS TOWARDS
APPROVED DRAINAGE FACILITIES. GRADES ADJACENT TO BUILDING SHALL SLOPE
FOR A MINIMUM DISTANCE OF 3 FEET.
C. ALL DISTURBED SURFACES NOT RECEIVING PAVING OR FLATWORK SHALL BE
PROTECTED BY EROSION CONTROL PROCEDURES AND METHODS.
D. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY BURIED STRUCTURES,
STORAGE TANKS, OR OTHER SUBSURFACE VOIDS ENCOUNTERED.
E. CARE SHALL BE TAKEN DURING REMOVAL OF PARTIAL AREAS OF CONCRETE. DO
OT DAMAGE ADJACENT PAVEMENT.
F. ALL NEW PAVED AREAS SHALL FLUSH OUT WITH EXISTING PAVED
AREAS/ADJACENT GRADES.
G. REFER TO LANDSCAPE/IRRIGATION PLANS FOR NEW PLANTING AND IRRIGATION.
UNDER SEPARATE COVER.
H. REFER TO CIVIL PLANS FOR ALL GRADING, DRAINAGE & UTILITY INFORMATION.
UNDER SEPARATE COVER.
I. REFER TO SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING & ELECTRICAL UTILITY
INFORMATION. UNDER SEPARATE COVER.
J. CONTRACTOR SHALL PROVIDE A MINIMUM OF 13.5 FEET OF VERTICAL
CLEARANCE, INCLUDING, TREES AND WIRES FOR ACCESS ROADS REQUIRING FIRE
DEPARTMENT ACCESS.
K. ANY ABRUPT LEVEL CHANGES WILL BE 1/2" ALONG ANY ACCESSIBLE ROUTE OF
TRAVEL. WHEN CHANGES DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE OF
1:2 LEVEL CHANGES OF 1/4" MAY BE VERTICAL. IF LEVEL CHANGES ARE GREATER
THAN 1/2", THEY MUST COMPLY WITH THE REQUIREMENTS OF CURB RAMPS.
L. PROVIDE A MINIMUM 80" OF HEADROOM FROM ALL WALKWAY SURFACES TO
OBSTRUCTIONS SUCH AS LIGHT FIXTURES, ETC.
M. ALL PROPERTY CORNER MONUMENTS SHALL BE IN PLACE AND IDENTIFIED AT THE
TIME OF THE FOUNDATION INSPECTION REQUEST.
N. REFER TO CIVIL DRAWINGS FOR GRADING, DRAINAGE PATTERNS, CUT & FILL,
PARKING & OTHER SITE RELATED REQUIREMENTS AND DIMENSIONS.
O. ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, BOTH EXISTING AND PROPOSED
ARE SHOWN ON THIS SITE PLAN. REFER TO CIVIL DRAWINGS FOR ADDITIONAL
INFORMATION.
P. REFER TO CIVIL PLANS FOR HORIZONTAL CONTROL OF SITE WORK.
PATH OF TRAVEL NOTES
1" = 50'-0"
ARCHITECTURAL SITE PLAN - FOR REFERENCE ONLYK12
ALL WALKS/SIDEWALKS ARE TO COMPLY WITH CBC 1113A, ALL SUBSECTIONS
INCLUSIVE (WIDTHS, SLOPES, SLOP RESISTANT SURFACES, GRATINGS, LEVEL
CHANGES, ETC.).
A. THE PATH SHALL BE PROVIDED FROM THE ACCESSIBLE PARKING
LOADING/UNLOADING ZONE TO THE MAIN ENTRANCE WITH A MAX SLOPE OF
1:20 UNLESS AN APPROVED RAMP IS USED.
B. THE PATH SHALL BE A MIN. OF 48" WIDE WITH A NON-SLIP SURFACE.
C. THIS PATH SHALL BE AT THE SAME LEVEL AS THE FINISH FLOOR OF THE MAIN
ENTRANCE WITH A MAX. THRESHOLD HEIGHT OF 1/2". REFER TO ACCESSIBILITY
STANDARD DETAIL SHEET IN THIS SET OF PLANS.
D. THIS PATH SHALL HAVE A MAX CROSS SLOPE OF 2% AND A MAX RUNNING SLOPE
OF 5%. SLOPES HIGHER THAN THIS SHALL BE APPROVED BY THE BUILDING
OFFICIAL.
E. REFER TO DOOR CLEARANCE REQUIREMENTS.
F. THIS PATH SHALL HAVE A CONTINUOUS COMMON SURFACE. NOT INTERRUPTED BY
STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2", AND SHALL BE AMIN.
48" IN WIDTH.
G. THIS PATH SHALL BE SLIP RESISTANT AS FOLLOWS:
G.1 1. SURFACES WITH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT LEAST AS
SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH.
G.2 2. SURFACES WITH A SLOPE OF 6% GRADIENT SHALL BE SLIP RESISTANT, AS
REQUIRED PER CBC 1113A.1.2.
H. PROVIDE TACTILE EXIT SIGN WITH ASSOCIATED GRADE II BRAILLE AS REQUIRED
PER CBC 1003.2.8.6.1. REFER TO ACCESSIBILITY STANDARD DETAIL SHEET IN THIS
SET OF PLANS.
J. PROVIDE ACCESSIBLE ENTRANCE PLAQUE AND OR DECAL, REFER TO
ACCESSIBILITY STANDARD DETAIL SHEET IN THIS SET OF PLANS.
K. WALKS SHALL BE PROVIDED WITH A LEVELAREA NOT LESS THAN 60"X60" AT A
DOOR OR GATE THAT SWINGS TOWARD THE WALK AND NOT LESS THAN 48" WIDE
BY 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK.
L. WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OF A
DOOR OR GATE THAT SWINGS TOWARD THE WALK.
M. ALL WALKS WITH A CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST
5' IN LENGTH AT INTERVALS OF AT LEAST EVERY 400'.
N. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATING
WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE
AREAS, GRID OPENINGS IN GRATINGS SHALL BE NO GREATER THAN 1/2" WIDE IN
ONE DIRECTION. IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE
PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT
DIRECTION OF TRAVEL.
P. ACCESSIBLE ROUTE AND ACCESSIBLE THRESHOLD REQUIREMENTS APPLY TO
INTERIOR FLOOR SLAB INCLUDING FINISH MATERIAL ON TOP.
Q. EXTERIOR ACCESSIBLE ROUTES THAT EXCEED 200 FEET IN LENGHT SHALL ALLOW
FOR THE PASSING OF TWO WHEELCHARS PER 1138.1.2. AN ACCESSIBLE ROUTE
WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT
INTERVALS OF 200 FEET MAXIMUM. PASSING SPACES SHALL BE EITHER: A SPACE 60
INCHES MINIMUM BY 60 INCHES MINIMUM; OR, AN INTERSECTION OF FWO
WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH SECTION
1138A.1.3.1, WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48
INCHES MINIUM BEYOND THE INTERSECTION.
SITE ACCESSIBILITY
A. SEE SITE ACCESSIBLITY REVIEW (SEPARATE PERMIT) FOR SITE ACCESSIBILITY AND
AMENITIES (TRASH ENCLOSURES, RAMPS, STAIRS, WALKS, ETC...). SEE TITLE SHEET
FOR FURTHER INFORMATION.
PATH OF TRAVEL DESIGNATION
TRUE
NORTH
PROJECT
NORTH
1 CONSTRUCTABILITY REVIEW 4/25/2019
3 CLIENT CHANGES 8/30/2019
5 PLAN CHECK REVISIONS 10/22/2019
NOTE:THE SITE PLAN IS FOR REFERENCE ONLY
REFER TO CIVIL & LANDSCAPE FOR DETAILED
INFORMATION
REFER TO CIVIL PLAN FOR HORIZONTAL CONTROLS
PHASING LEGEND
1
UNIT ADDRESSING
UNIT # UNIT TYPE
BLDG S
1181 / 2181 B2
1182 / 2182 C2
1187 / 2187 C2
1188 / 2188 B2
BLDG T
1191 / 2191 B1
1192 / 2192 C1
1193 / 2193 A2
1194 / 2194 A1
1195 / 2195 A1
1196 / 2196 A2
1197 / 2197 C1
1198 / 2198 B1
BLDG U
1201 / 2201 B2
1202 / 2202 C2
1207 / 2207 C2
1208 / 2208 B2
BLDG V
1211 / 2211 B1
1212 / 2212 C1
1213 / 2213 A2
1214 / 2214 A1
1215 / 2215 A1
1216 / 2216 A2
1217 / 2217 C1
1218 / 2218 B1
BLDG W
1221 / 2221 B2
1222 / 2222 C2
1227 / 2227 C2
1228 / 2228 B2
BLDG X
1231 / 2231 B2
1232 / 2232 C2
1237 / 2237 C2
1238 / 2238 B2
UNIT # UNIT TYPE
BLDG N
1131 / 2131 B1
1132 / 2132 C1
1133 / 2133 A2
1134 / 2134 A1
1135 / 2135 A1
1136 / 2136 A2
1137 / 2137 C1
1138 / 2138 B1
BLDG O
1141 / 2141 B1
1142 / 2142 C1
1143 / 2143 A2
1144 / 2144 A1
1145 / 2145 A1
1146 / 2146 A2
1147 / 2147 C1
1148 / 2148 B1
BLDG P
1151 / 2151 B2
1152 / 2152 C2
1157 / 2157 C2
1158 / 2158 B2
BLDG Q
1161 / 2161 B2
1162 / 2162 C2
1167 / 2167 C2
1168 / 2168 B2
BLDG R
1171 / 2171 B1
1172 / 2172 C1
1173 / 2173 A2
1174 / 2174 A1
1175 / 2175 A1
1176 / 2176 A2
1177 / 2177 C1
1178 / 2178 B1
UNIT # UNIT TYPE
BLDG I
1081 / 2081 B2
1081 / 2082 C2
1087 / 2087 C2
1088 / 2088 B2
BLDG J
1091 / 2091 B2
1092 / 2092 C2
1097 / 2097 C2
1098 / 2098 B2
BLDG K
1101 / 2101 B1
1102 / 2102 C1
1103 / 2103 A2
1104 / 2104 A1
1105 / 2105 A1
1106 / 2106 A2
1107 / 2107 C1
1108 / 2108 B1
BLDG L
1111 / 2111 B1
1112 / 2112 C1
1113 / 2113 A2
1114 / 2114 A1
1115 / 2115 A1
1116 / 2116 A2
1117 / 2117 C1
1118 / 2118 B1
BLDG M
1121 / 2121 B1
1122 / 2122 C1
1123 / 2123 A2
1124 / 2124 A1
1125 / 2125 A1
1126 / 2126 A2
1127 / 2127 C1
1128 / 2128 B1
UNIT # UNIT TYPE
BLDG E
1041 / 2041 B1
1042 / 2042 C1
1043 / 2043 A2
1044 / 2044 A1
1045 / 2045 A1
1046 / 2046 A2
1047 / 2047 C1
1048 / 2048 B1
BLDG F
1051 / 2051 B1
1052 / 2052 C1
1053 / 2053 A2
1054 / 2054 A1
1055 / 2055 A1
1056 / 2056 A2
1057 / 2057 C1
1058 / 2058 B1
BLDG G
1061 / 2061 B2
1062 / 2062 C2
1067 / 2067 C2
1068 / 2068 B2
BLDG H
1071 / 2071 B1
1072 / 2072 C1
1073 / 2073 A2
1074 / 2074 A1
1075 / 2075 A1
1076 / 2076 A2
1077 / 2077 C1
1078 / 2078 B1
UNIT # UNIT TYPE
BLDG A
1001 / 2001 B1
1002 / 2002 C1
1003 / 2003 A2
1004 / 2004 A1
1005 / 2005 A1
1006 / 2006 A2
1007 / 2007 C1
1008 / 2008 B1
BLDG B
1011 / 2011 B1
1012 / 2012 C1
1013 / 2013 A2
1014 / 2014 A1
1015 / 2015 A1
1016 / 2016 A2
1017 / 2017 C1
1018 / 2018 B1
BLDG C
1021 / 2021 B1
1022 / 2022 C1
1023 / 2023 A2
1024 / 2024 A1
1025 / 2025 A1
1026 / 2026 A2
1027 / 2027 C1
1028 / 2028 B1
BLDG D
1031 / 2031 B1
1032 / 2032 C1
1033 / 2033 A2
1034 / 2034 A1
1035 / 2035 A1
1036 / 2036 A2
1037 / 2037 C1
1038 / 2038 B1
5
NOTE:
MAIN LOBBY ADDRESS #: 1000
S P E C I F I C P L A N L I N E R E S E R V A T I O N F O R T H E W E S T B E L T W A Y A N D W E S T S I D E P A R K W A Y I N T E R C H A N G E , P E R R E S O L U T I O N N o . 2 6 3 -0 4 (1 ) A D O P T E D B Y T H E C I T Y O F B A K E R S F I E L D C I T Y C O U N C I L O N
A P R I L 1 9 , 2 0 1 7 .WESTSIDE PARKWAY (FUTURE)
28
5
10
5
6
26
22
24
4
16
15
BUILDING R
TYPE 1
BUILDING O
TYPE 1
BUILDING P
TYPE 2
BUILDING N
TYPE 1
BUILDING M
TYPE 1
BUILDING Q
TYPE 2
BUILDING L
TYPE 1
BUILDING K
TYPE 1
BUILDING J
TYPE 2
BUILDING I
TYPE 2
BUILDING H
TYPE 1
BUILDING G
TYPE 2
10
7
7
A2.30
K7
A2.30
K7
A2.30
K7
A2.30
K7
A2.30
K7
A2.30
K7
2
1'-8"
2 6 '-6 5 /8 "
2 2 '-9 "
25
'
-
0
3
/
4
"
27
'
-
7
1
/
4
"
A2.30
K12
A2.30
K12
A2.30
K12
A2.30
K12
A2.30
K12
A2.30
K12
1
1
7'-0"
216'-0"
24'-6"
25
'
-
3
"
2 2 '-0 "
2
8'-6"
2 9 '-9 "
21
'
-
9
1
/
4
"
21'-10 1/2"
22'-10 7/8"
4
3'-
2
"
153
153
13'-2"
18'-2"
10'-10"
1 1 '-1 0 "
1 4 '-9 "
1 6 '-4 "
10
'
-
9
"
8'
-
9
"
18'-0"
16'-5"
2 3 '-3 "
1 3 '-7 "
158
101
108
112
124
124
6
8
22
128
132
132
132
132
132
132
A0.22
F2
A0.22
F2
A0.22
F2
135
7
26
135
135
135
A0.22
F2
135
E
V
E
V
E
V
E
V
EV EV
179
1
118
118
118
UNIT
1171 / 2171
UNIT
1172 / 2172
UNIT
1173 / 2173
UNIT
1174 / 2174
UNIT
1175 / 2175
UNIT
1176 / 2176
UNIT
1177 / 2177
UNIT
1178 / 2178
UNIT
1161 / 2161
UNIT
1162 / 2162
UNIT
1167 / 2167
UNIT
1168 / 2168
UNIT
1141 / 2141
UNIT
1142 / 2142
UNIT
1143 / 2143
UNIT
1144 / 2144
UNIT
1145 / 2145
UNIT
1146 / 2146 UNIT
1147 / 2147
UNIT
1148 / 2148
UNIT
1151 / 2151
UNIT
1152 / 2152
UNIT
1157 / 2157
UNIT
1158 / 2158
UNIT
1131 / 2131
UNIT
1132 / 2132
UNIT
1133 / 2133
UNIT
1134 / 2134
UNIT
1135 / 2135
UNIT
1136 / 2136
UNIT
1137 / 2137
UNIT
1138 / 2138
UNIT
1121 / 2121
UNIT
1122 / 2122
UNIT
1123 / 2123
UNIT
1124 / 2124
UNIT
1125 / 2125
UNIT
1126 / 2126
UNIT
1127 / 2127
UNIT
1128 / 2128
UNIT
1111 / 2111
UNIT
1112 / 2112
UNIT
1113 / 2113
UNIT
1114 / 2114
UNIT
1115 / 2115 UNIT
1116 / 2116
UNIT
1117 / 2117
UNIT
1118 / 2118
UNIT
1101 / 2101
UNIT
1102 / 2102
UNIT
1103 / 2103
UNIT
1104 / 2104
UNIT
1105 / 2105
UNIT
1106 / 2106
UNIT
1107 / 2107
UNIT
1108 / 2108
UNIT
1092 / 2092
UNIT
1097 / 2097
UNIT
1098 / 2098
UNIT
1091 / 2091
UNIT
1071 / 2071
UNIT
1072 / 2072
UNIT
1073 / 2073
UNIT
1074 / 2074
UNIT
1075 / 2075
UNIT
1076 / 2076
UNIT
1078 / 2078
UNIT
1077 / 2077
UNIT
1068 / 2068
UNIT
1067 / 2067
UNIT
1062 / 2062
UNIT
1061 / 2061
UNIT
1087 / 2087
UNIT
1088 / 2088
UNIT
1081 / 2081
UNIT
1081 / 2082
PHASE 1
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Thomas E. Jess
L i c e n s e d Archite
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License #C-27608
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Architect of Record/Consultant
Consultant
J
K
1112
G
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J
K
1112
1327 ARCHER STREET
SAN LUIS OBISPO, CA 93401
THOMAS E. JESS ARCHITECT (CA) #C27068
STEPHEN A. RIGOR ARCHITECT (CA) #C33672
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ADDRESS
805.547.2240
ARRIS-STUDIO.COM
CONTACT
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A18039
March 29, 2019
A2.10
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GENERAL NOTES
REFERENCE NOTES
PATH OF TRAVEL NOTES
ALL WALKS/SIDEWALKS ARE TO COMPLY WITH CBC 1113A, ALL SUBSECTIONS
INCLUSIVE (WIDTHS, SLOPES, SLOP RESISTANT SURFACES, GRATINGS, LEVEL
CHANGES, ETC.).
A. THE PATH SHALL BE PROVIDED FROM THE ACCESSIBLE PARKING
LOADING/UNLOADING ZONE TO THE MAIN ENTRANCE WITH A MAX SLOPE OF
1:20 UNLESS AN APPROVED RAMP IS USED.
B. THE PATH SHALL BE A MIN. OF 48" WIDE WITH A NON-SLIP SURFACE.
C. THIS PATH SHALL BE AT THE SAME LEVEL AS THE FINISH FLOOR OF THE MAIN
ENTRANCE WITH A MAX. THRESHOLD HEIGHT OF 1/2". REFER TO ACCESSIBILITY
STANDARD DETAIL SHEET IN THIS SET OF PLANS.
D. THIS PATH SHALL HAVE A MAX CROSS SLOPE OF 2% AND A MAX RUNNING SLOPE
OF 5%. SLOPES HIGHER THAN THIS SHALL BE APPROVED BY THE BUILDING
OFFICIAL.
E. REFER TO DOOR CLEARANCE REQUIREMENTS.
F. THIS PATH SHALL HAVE A CONTINUOUS COMMON SURFACE. NOT INTERRUPTED BY
STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2", AND SHALL BE AMIN.
48" IN WIDTH.
G. THIS PATH SHALL BE SLIP RESISTANT AS FOLLOWS:
G.1 1. SURFACES WITH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT LEAST AS
SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH.
G.2 2. SURFACES WITH A SLOPE OF 6% GRADIENT SHALL BE SLIP RESISTANT, AS
REQUIRED PER CBC 1113A.1.2.
H. PROVIDE TACTILE EXIT SIGN WITH ASSOCIATED GRADE II BRAILLE AS REQUIRED
PER CBC 1003.2.8.6.1. REFER TO ACCESSIBILITY STANDARD DETAIL SHEET IN THIS
SET OF PLANS.
J. PROVIDE ACCESSIBLE ENTRANCE PLAQUE AND OR DECAL, REFER TO
ACCESSIBILITY STANDARD DETAIL SHEET IN THIS SET OF PLANS.
K. WALKS SHALL BE PROVIDED WITH A LEVELAREA NOT LESS THAN 60"X60" AT A
DOOR OR GATE THAT SWINGS TOWARD THE WALK AND NOT LESS THAN 48" WIDE
BY 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK.
L. WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OF A
DOOR OR GATE THAT SWINGS TOWARD THE WALK.
M. ALL WALKS WITH A CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST
5' IN LENGTH AT INTERVALS OF AT LEAST EVERY 400'.
N. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATING
WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE
AREAS, GRID OPENINGS IN GRATINGS SHALL BE NO GREATER THAN 1/2" WIDE IN
ONE DIRECTION. IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE
PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT
DIRECTION OF TRAVEL.
P. ACCESSIBLE ROUTE AND ACCESSIBLE THRESHOLD REQUIREMENTS APPLY TO
INTERIOR FLOOR SLAB INCLUDING FINISH MATERIAL ON TOP.
Q. EXTERIOR ACCESSIBLE ROUTES THAT EXCEED 200 FEET IN LENGHT SHALL ALLOW
FOR THE PASSING OF TWO WHEELCHARS PER 1138.1.2. AN ACCESSIBLE ROUTE
WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT
INTERVALS OF 200 FEET MAXIMUM. PASSING SPACES SHALL BE EITHER: A SPACE 60
INCHES MINIMUM BY 60 INCHES MINIMUM; OR, AN INTERSECTION OF FWO
WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH SECTION
1138A.1.3.1, WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48
INCHES MINIUM BEYOND THE INTERSECTION.
A. THIS SITE PLAN IS FOR REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE PLANS
UNDER SEPARATE PERMIT FOR ADDITIONAL INFORMATION.
B. PROVIDE A MINIMUM 2 PERCENT GRADIENT FROM THE BUILDIGN PADS TOWARDS
APPROVED DRAINAGE FACILITIES. GRADES ADJACENT TO BUILDING SHALL SLOPE
FOR A MINIMUM DISTANCE OF 3 FEET.
C. ALL DISTURBED SURFACES NOT RECEIVING PAVING OR FLATWORK SHALL BE
PROTECTED BY EROSION CONTROL PROCEDURES AND METHODS.
D. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY BURIED STRUCTURES,
STORAGE TANKS, OR OTHER SUBSURFACE VOIDS ENCOUNTERED.
E. CARE SHALL BE TAKEN DURING REMOVAL OF PARTIAL AREAS OF CONCRETE. DO
OT DAMAGE ADJACENT PAVEMENT.
F. ALL NEW PAVED AREAS SHALL FLUSH OUT WITH EXISTING PAVED
AREAS/ADJACENT GRADES.
G. REFER TO LANDSCAPE/IRRIGATION PLANS FOR NEW PLANTING AND IRRIGATION.
UNDER SEPARATE COVER.
H. REFER TO CIVIL PLANS FOR ALL GRADING, DRAINAGE & UTILITY INFORMATION.
UNDER SEPARATE COVER.
I. REFER TO SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING & ELECTRICAL UTILITY
INFORMATION. UNDER SEPARATE COVER.
J. CONTRACTOR SHALL PROVIDE A MINIMUM OF 13.5 FEET OF VERTICAL
CLEARANCE, INCLUDING, TREES AND WIRES FOR ACCESS ROADS REQUIRING FIRE
DEPARTMENT ACCESS.
K. ANY ABRUPT LEVEL CHANGES WILL BE 1/2" ALONG ANY ACCESSIBLE ROUTE OF
TRAVEL. WHEN CHANGES DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE OF
1:2 LEVEL CHANGES OF 1/4" MAY BE VERTICAL. IF LEVEL CHANGES ARE GREATER
THAN 1/2", THEY MUST COMPLY WITH THE REQUIREMENTS OF CURB RAMPS.
L. PROVIDE A MINIMUM 80" OF HEADROOM FROM ALL WALKWAY SURFACES TO
OBSTRUCTIONS SUCH AS LIGHT FIXTURES, ETC.
M. ALL PROPERTY CORNER MONUMENTS SHALL BE IN PLACE AND IDENTIFIED AT THE
TIME OF THE FOUNDATION INSPECTION REQUEST.
N. REFER TO CIVIL DRAWINGS FOR GRADING, DRAINAGE PATTERNS, CUT & FILL,
PARKING & OTHER SITE RELATED REQUIREMENTS AND DIMENSIONS.
O. ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, BOTH EXISTING AND PROPOSED
ARE SHOWN ON THIS SITE PLAN. REFER TO CIVIL DRAWINGS FOR ADDITIONAL
INFORMATION.
P. REFER TO CIVIL PLANS FOR HORIZONTAL CONTROL OF SITE WORK.
1" = 30'-0"
ENLARGED SITE PLAN - AREA A - FOR REFERENCE ONLYK12
PATH OF TRAVEL DESIGNATION
NOTE:THE SITE PLAN IS FOR REFERENCE ONLY
REFER TO CIVIL & LANDSCAPE FOR DETAILED
INFORMATION
REFER TO CIVIL PLAN FOR HORIZONTAL CONTROLS
101 NEW PROPERTY LINE.
108 SITE PERIMETER WALL, S.L.D. FOR ELEVATIONS AND DETAILS & S.S.D. FOR
FOOTING DETAILS
112 METAL FENCING, S.L.D.
118 PGE TRANSFORMER, S.E.D.
124 STANDARD PARKING STALL.
128 ACCESSIBLE PATH OF TRAVEL.
132 CURB RAMP.
135 TRUNCATED DOMES - WIDTH OF RAMP X 3'-0"
153 FIRE HYDRANT, S.C.D.
158 ROAD CENTERLINE, S.C.D.
179 20' WIDE WATER LINE EASEMENT TO PASS UNDER (2) PARKING STALLS -
CARPORT NOT TO EXTEND OVER WATERLINE EASEMENT, S.C.D.
TRUE
NORTH
PROJECT
NORTH
1
1
1 CONSTRUCTABILITY REVIEW 4/25/2019
5 PLAN CHECK REVISIONS 10/22/2019
PHASING LEGEND
1
UNIT ADDRESSING
UNIT # UNIT TYPE
BLDG S
1181 / 2181 B2
1182 / 2182 C2
1187 / 2187 C2
1188 / 2188 B2
BLDG T
1191 / 2191 B1
1192 / 2192 C1
1193 / 2193 A2
1194 / 2194 A1
1195 / 2195 A1
1196 / 2196 A2
1197 / 2197 C1
1198 / 2198 B1
BLDG U
1201 / 2201 B2
1202 / 2202 C2
1207 / 2207 C2
1208 / 2208 B2
BLDG V
1211 / 2211 B1
1212 / 2212 C1
1213 / 2213 A2
1214 / 2214 A1
1215 / 2215 A1
1216 / 2216 A2
1217 / 2217 C1
1218 / 2218 B1
BLDG W
1221 / 2221 B2
1222 / 2222 C2
1227 / 2227 C2
1228 / 2228 B2
BLDG X
1231 / 2231 B2
1232 / 2232 C2
1237 / 2237 C2
1238 / 2238 B2
UNIT # UNIT TYPE
BLDG N
1131 / 2131 B1
1132 / 2132 C1
1133 / 2133 A2
1134 / 2134 A1
1135 / 2135 A1
1136 / 2136 A2
1137 / 2137 C1
1138 / 2138 B1
BLDG O
1141 / 2141 B1
1142 / 2142 C1
1143 / 2143 A2
1144 / 2144 A1
1145 / 2145 A1
1146 / 2146 A2
1147 / 2147 C1
1148 / 2148 B1
BLDG P
1151 / 2151 B2
1152 / 2152 C2
1157 / 2157 C2
1158 / 2158 B2
BLDG Q
1161 / 2161 B2
1162 / 2162 C2
1167 / 2167 C2
1168 / 2168 B2
BLDG R
1171 / 2171 B1
1172 / 2172 C1
1173 / 2173 A2
1174 / 2174 A1
1175 / 2175 A1
1176 / 2176 A2
1177 / 2177 C1
1178 / 2178 B1
UNIT # UNIT TYPE
BLDG I
1081 / 2081 B2
1081 / 2082 C2
1087 / 2087 C2
1088 / 2088 B2
BLDG J
1091 / 2091 B2
1092 / 2092 C2
1097 / 2097 C2
1098 / 2098 B2
BLDG K
1101 / 2101 B1
1102 / 2102 C1
1103 / 2103 A2
1104 / 2104 A1
1105 / 2105 A1
1106 / 2106 A2
1107 / 2107 C1
1108 / 2108 B1
BLDG L
1111 / 2111 B1
1112 / 2112 C1
1113 / 2113 A2
1114 / 2114 A1
1115 / 2115 A1
1116 / 2116 A2
1117 / 2117 C1
1118 / 2118 B1
BLDG M
1121 / 2121 B1
1122 / 2122 C1
1123 / 2123 A2
1124 / 2124 A1
1125 / 2125 A1
1126 / 2126 A2
1127 / 2127 C1
1128 / 2128 B1
UNIT # UNIT TYPE
BLDG E
1041 / 2041 B1
1042 / 2042 C1
1043 / 2043 A2
1044 / 2044 A1
1045 / 2045 A1
1046 / 2046 A2
1047 / 2047 C1
1048 / 2048 B1
BLDG F
1051 / 2051 B1
1052 / 2052 C1
1053 / 2053 A2
1054 / 2054 A1
1055 / 2055 A1
1056 / 2056 A2
1057 / 2057 C1
1058 / 2058 B1
BLDG G
1061 / 2061 B2
1062 / 2062 C2
1067 / 2067 C2
1068 / 2068 B2
BLDG H
1071 / 2071 B1
1072 / 2072 C1
1073 / 2073 A2
1074 / 2074 A1
1075 / 2075 A1
1076 / 2076 A2
1077 / 2077 C1
1078 / 2078 B1
UNIT # UNIT TYPE
BLDG A
1001 / 2001 B1
1002 / 2002 C1
1003 / 2003 A2
1004 / 2004 A1
1005 / 2005 A1
1006 / 2006 A2
1007 / 2007 C1
1008 / 2008 B1
BLDG B
1011 / 2011 B1
1012 / 2012 C1
1013 / 2013 A2
1014 / 2014 A1
1015 / 2015 A1
1016 / 2016 A2
1017 / 2017 C1
1018 / 2018 B1
BLDG C
1021 / 2021 B1
1022 / 2022 C1
1023 / 2023 A2
1024 / 2024 A1
1025 / 2025 A1
1026 / 2026 A2
1027 / 2027 C1
1028 / 2028 B1
BLDG D
1031 / 2031 B1
1032 / 2032 C1
1033 / 2033 A2
1034 / 2034 A1
1035 / 2035 A1
1036 / 2036 A2
1037 / 2037 C1
1038 / 2038 B1
5
NOTE:
MAIN LOBBY ADDRESS #: 1000
5 0 4 1 5
5
5
16'16'
18'
18'
ST
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K
D
A
L
E
H
I
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H
W
A
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23
24
5
6
13
6
28
7
9
BUILDING R
TYPE 1
BUILDING S
TYPE 2
BUILDING X
TYPE 2
BUILDING T
TYPE 1
BUILDING V
TYPE 1
BUILDING U
TYPE 2
BUILDING W
TYPE 2
8
CLUBHOUSE
A2.30
K7
A2.30
K7
A2.30
K7
A2.30
K7
21'-0"
20'-0"
20
'
-
0
"
21'-9"
22
'
-
2
"
A2.30
K12
A2.30
K12
A2.30
K12
A2.30
K12
A2.30
K12
A2.30
K12
2 0 '-6 "
7
10
A0.22
F2
A0.22
F2
COMMUNITY
ROOM
BOCCE
1
4
'
-
1
"
9'
-
1
1
"
10
'
-
9
"
20'-7"
2
1
'
-
1
"
2 3 '-9 "2 5 '-8 "
18'-0"
12
'
-
2
"
12
'
-
1
1
"
1
3
'
-
8
"
2 3 '-1 0 "
9 7
101
108
110 110
110
110
110
110
112
122
122
122
122
124
128132
132
132
135
132
133
133
133
133
136
136
136
136
136
137
137
139
139
143
150
150153
153158
158
160
160
132
135
135
132
135
135
EV EV
E
V
E
V
EV EV
LL
KK
GG
FF
EE
175 175
175
174
174
176
1
177 1
178
1 6 '-0 "
1 6 '-0 "
118
118
UNIT
1177 / 2177
UNIT
1178 / 2178
UNIT
1175 / 2175
UNIT
1174 / 2174 UNIT
1176 / 2176
UNIT
1181 / 2181
UNIT
1182 / 2182
UNIT
1187 / 2187
UNIT
1188 / 2188
UNIT
1191 / 2191
UNIT
1192 / 2192
UNIT
1193 / 2193
UNIT
1194 / 2194
UNIT
1195 / 2195
UNIT
1196 / 2196
UNIT
1197 / 2197
UNIT
1198 / 2198
UNIT
1207 / 2207
UNIT
1208 / 2208
UNIT
1201 / 2201
UNIT
1202 / 2202
UNIT
1211 / 2211
UNIT
1212 / 2212
UNIT
1213 / 2213
UNIT
1214 / 2214
UNIT
1215 / 2215
UNIT
1216 / 2216
UNIT
1217 / 2217
UNIT
1218 / 2218
UNIT
1221 / 2221
UNIT
1222 / 2222
UNIT
1227 / 2227
UNIT
1228 / 2228
UNIT
1231 / 2231
UNIT
1232 / 2232
UNIT
1237 / 2237
UNIT
1238 / 2238
PHASE 1
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PH A S E 3
PH
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Thomas E. Jess
L i c e n s e d Archite
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License #C-27608
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Architect of Record/Consultant
Consultant
J
K
1112
G
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J
K
1112
1327 ARCHER STREET
SAN LUIS OBISPO, CA 93401
THOMAS E. JESS ARCHITECT (CA) #C27068
STEPHEN A. RIGOR ARCHITECT (CA) #C33672
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ADDRESS
805.547.2240
ARRIS-STUDIO.COM
CONTACT
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A
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A18039
March 29, 2019
A2.11
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GENERAL NOTES
REFERENCE NOTES
A. THIS SITE PLAN IS FOR REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE PLANS
UNDER SEPARATE PERMIT FOR ADDITIONAL INFORMATION.
B. PROVIDE A MINIMUM 2 PERCENT GRADIENT FROM THE BUILDIGN PADS TOWARDS
APPROVED DRAINAGE FACILITIES. GRADES ADJACENT TO BUILDING SHALL SLOPE
FOR A MINIMUM DISTANCE OF 3 FEET.
C. ALL DISTURBED SURFACES NOT RECEIVING PAVING OR FLATWORK SHALL BE
PROTECTED BY EROSION CONTROL PROCEDURES AND METHODS.
D. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY BURIED STRUCTURES,
STORAGE TANKS, OR OTHER SUBSURFACE VOIDS ENCOUNTERED.
E. CARE SHALL BE TAKEN DURING REMOVAL OF PARTIAL AREAS OF CONCRETE. DO
OT DAMAGE ADJACENT PAVEMENT.
F. ALL NEW PAVED AREAS SHALL FLUSH OUT WITH EXISTING PAVED
AREAS/ADJACENT GRADES.
G. REFER TO LANDSCAPE/IRRIGATION PLANS FOR NEW PLANTING AND IRRIGATION.
UNDER SEPARATE COVER.
H. REFER TO CIVIL PLANS FOR ALL GRADING, DRAINAGE & UTILITY INFORMATION.
UNDER SEPARATE COVER.
I. REFER TO SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING & ELECTRICAL UTILITY
INFORMATION. UNDER SEPARATE COVER.
J. CONTRACTOR SHALL PROVIDE A MINIMUM OF 13.5 FEET OF VERTICAL
CLEARANCE, INCLUDING, TREES AND WIRES FOR ACCESS ROADS REQUIRING FIRE
DEPARTMENT ACCESS.
K. ANY ABRUPT LEVEL CHANGES WILL BE 1/2" ALONG ANY ACCESSIBLE ROUTE OF
TRAVEL. WHEN CHANGES DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE OF
1:2 LEVEL CHANGES OF 1/4" MAY BE VERTICAL. IF LEVEL CHANGES ARE GREATER
THAN 1/2", THEY MUST COMPLY WITH THE REQUIREMENTS OF CURB RAMPS.
L. PROVIDE A MINIMUM 80" OF HEADROOM FROM ALL WALKWAY SURFACES TO
OBSTRUCTIONS SUCH AS LIGHT FIXTURES, ETC.
M. ALL PROPERTY CORNER MONUMENTS SHALL BE IN PLACE AND IDENTIFIED AT THE
TIME OF THE FOUNDATION INSPECTION REQUEST.
N. REFER TO CIVIL DRAWINGS FOR GRADING, DRAINAGE PATTERNS, CUT & FILL,
PARKING & OTHER SITE RELATED REQUIREMENTS AND DIMENSIONS.
O. ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, BOTH EXISTING AND PROPOSED
ARE SHOWN ON THIS SITE PLAN. REFER TO CIVIL DRAWINGS FOR ADDITIONAL
INFORMATION.
P. REFER TO CIVIL PLANS FOR HORIZONTAL CONTROL OF SITE WORK.
1" = 30'-0"
ENLARGED SITE PLAN - AREA B - FOR REFERENCE ONLYK12
PATH OF TRAVEL NOTES
ALL WALKS/SIDEWALKS ARE TO COMPLY WITH CBC 1113A, ALL SUBSECTIONS
INCLUSIVE (WIDTHS, SLOPES, SLOP RESISTANT SURFACES, GRATINGS, LEVEL
CHANGES, ETC.).
A. THE PATH SHALL BE PROVIDED FROM THE ACCESSIBLE PARKING
LOADING/UNLOADING ZONE TO THE MAIN ENTRANCE WITH A MAX SLOPE OF
1:20 UNLESS AN APPROVED RAMP IS USED.
B. THE PATH SHALL BE A MIN. OF 48" WIDE WITH A NON-SLIP SURFACE.
C. THIS PATH SHALL BE AT THE SAME LEVEL AS THE FINISH FLOOR OF THE MAIN
ENTRANCE WITH A MAX. THRESHOLD HEIGHT OF 1/2". REFER TO ACCESSIBILITY
STANDARD DETAIL SHEET IN THIS SET OF PLANS.
D. THIS PATH SHALL HAVE A MAX CROSS SLOPE OF 2% AND A MAX RUNNING SLOPE
OF 5%. SLOPES HIGHER THAN THIS SHALL BE APPROVED BY THE BUILDING
OFFICIAL.
E. REFER TO DOOR CLEARANCE REQUIREMENTS.
F. THIS PATH SHALL HAVE A CONTINUOUS COMMON SURFACE. NOT INTERRUPTED BY
STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2", AND SHALL BE AMIN.
48" IN WIDTH.
G. THIS PATH SHALL BE SLIP RESISTANT AS FOLLOWS:
G.1 1. SURFACES WITH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT LEAST AS
SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH.
G.2 2. SURFACES WITH A SLOPE OF 6% GRADIENT SHALL BE SLIP RESISTANT, AS
REQUIRED PER CBC 1113A.1.2.
H. PROVIDE TACTILE EXIT SIGN WITH ASSOCIATED GRADE II BRAILLE AS REQUIRED
PER CBC 1003.2.8.6.1. REFER TO ACCESSIBILITY STANDARD DETAIL SHEET IN THIS
SET OF PLANS.
J. PROVIDE ACCESSIBLE ENTRANCE PLAQUE AND OR DECAL, REFER TO
ACCESSIBILITY STANDARD DETAIL SHEET IN THIS SET OF PLANS.
K. WALKS SHALL BE PROVIDED WITH A LEVELAREA NOT LESS THAN 60"X60" AT A
DOOR OR GATE THAT SWINGS TOWARD THE WALK AND NOT LESS THAN 48" WIDE
BY 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK.
L. WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OF A
DOOR OR GATE THAT SWINGS TOWARD THE WALK.
M. ALL WALKS WITH A CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST
5' IN LENGTH AT INTERVALS OF AT LEAST EVERY 400'.
N. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATING
WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE
AREAS, GRID OPENINGS IN GRATINGS SHALL BE NO GREATER THAN 1/2" WIDE IN
ONE DIRECTION. IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE
PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT
DIRECTION OF TRAVEL.
P. ACCESSIBLE ROUTE AND ACCESSIBLE THRESHOLD REQUIREMENTS APPLY TO
INTERIOR FLOOR SLAB INCLUDING FINISH MATERIAL ON TOP.
Q. EXTERIOR ACCESSIBLE ROUTES THAT EXCEED 200 FEET IN LENGHT SHALL ALLOW
FOR THE PASSING OF TWO WHEELCHARS PER 1138.1.2. AN ACCESSIBLE ROUTE
WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT
INTERVALS OF 200 FEET MAXIMUM. PASSING SPACES SHALL BE EITHER: A SPACE 60
INCHES MINIMUM BY 60 INCHES MINIMUM; OR, AN INTERSECTION OF FWO
WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH SECTION
1138A.1.3.1, WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48
INCHES MINIUM BEYOND THE INTERSECTION.
PATH OF TRAVEL DESIGNATION
101 NEW PROPERTY LINE.
108 SITE PERIMETER WALL, S.L.D. FOR ELEVATIONS AND DETAILS & S.S.D. FOR
FOOTING DETAILS
110 BICYCLE RACK, S.L.D.
112 METAL FENCING, S.L.D.
118 PGE TRANSFORMER, S.E.D.
122 TRASH ENCLOSURE, SEE ARCHITECTURAL SITE DETAILS.
124 STANDARD PARKING STALL.
128 ACCESSIBLE PATH OF TRAVEL.
132 CURB RAMP.
133 CROSSWALK STRIPING. WHERE CROSSWALK INTERSECTS A DRAINAGE SWALE,
SLOPE SHALL NOT EXCEED 5% IN THE DIRECTION OF TRAVEL AND 2% CROSS
SLOPE.
135 TRUNCATED DOMES - WIDTH OF RAMP X 3'-0"
136 LANDSCAPE AREA, S.L.D.
137 ASPHALT PAVING, S.C.D.
139 CONCRETE FLATWORK, S.C.D. & S.L.D.
143 VAN ACCESSIBLE PARKING STALL.
150 CONCRETE CURB, S.C.D.
153 FIRE HYDRANT, S.C.D.
158 ROAD CENTERLINE, S.C.D.
160 PRIVATE PATIO.
174 A PAIR OF MINIMUM 15' WIDE HORIZONTAL SLIDING MOTORIZED VEHICLE
GATES. PROVIDE VEHICLE DETECTION FOR AUTOMATIC EXIT. GATES MUST
COMPLY WITH CITY OF BAKERSFIELD FIRE DEPARTMENT REQUIREMENTS (SUBMIT
SHOP DRAWINGS)- S.L.D.
175 WOOD POSTS. SEE LANDSCAPE.
176 MONUMENT SIGN - S.L.D.
177 CONCRETE MEDIAN WITH GATE KEY PAD - S.C.D. & S.L.D.
178 20' WIDE EMERGENCY ACCESS VEHICLE GATE - S.C.D.& S.L.D.
TRUE
NORTH
PROJECT
NORTH
1
1
1
1 CONSTRUCTABILITY REVIEW 4/25/2019
5 PLAN CHECK REVISIONS 10/22/2019
NOTE:THE SITE PLAN IS FOR REFERENCE ONLY
REFER TO CIVIL & LANDSCAPE FOR DETAILED
INFORMATION
REFER TO CIVIL PLAN FOR HORIZONTAL CONTROLS
PHASING LEGEND
1
UNIT ADDRESSING
UNIT # UNIT TYPE
BLDG S
1181 / 2181 B2
1182 / 2182 C2
1187 / 2187 C2
1188 / 2188 B2
BLDG T
1191 / 2191 B1
1192 / 2192 C1
1193 / 2193 A2
1194 / 2194 A1
1195 / 2195 A1
1196 / 2196 A2
1197 / 2197 C1
1198 / 2198 B1
BLDG U
1201 / 2201 B2
1202 / 2202 C2
1207 / 2207 C2
1208 / 2208 B2
BLDG V
1211 / 2211 B1
1212 / 2212 C1
1213 / 2213 A2
1214 / 2214 A1
1215 / 2215 A1
1216 / 2216 A2
1217 / 2217 C1
1218 / 2218 B1
BLDG W
1221 / 2221 B2
1222 / 2222 C2
1227 / 2227 C2
1228 / 2228 B2
BLDG X
1231 / 2231 B2
1232 / 2232 C2
1237 / 2237 C2
1238 / 2238 B2
UNIT # UNIT TYPE
BLDG N
1131 / 2131 B1
1132 / 2132 C1
1133 / 2133 A2
1134 / 2134 A1
1135 / 2135 A1
1136 / 2136 A2
1137 / 2137 C1
1138 / 2138 B1
BLDG O
1141 / 2141 B1
1142 / 2142 C1
1143 / 2143 A2
1144 / 2144 A1
1145 / 2145 A1
1146 / 2146 A2
1147 / 2147 C1
1148 / 2148 B1
BLDG P
1151 / 2151 B2
1152 / 2152 C2
1157 / 2157 C2
1158 / 2158 B2
BLDG Q
1161 / 2161 B2
1162 / 2162 C2
1167 / 2167 C2
1168 / 2168 B2
BLDG R
1171 / 2171 B1
1172 / 2172 C1
1173 / 2173 A2
1174 / 2174 A1
1175 / 2175 A1
1176 / 2176 A2
1177 / 2177 C1
1178 / 2178 B1
UNIT # UNIT TYPE
BLDG I
1081 / 2081 B2
1081 / 2082 C2
1087 / 2087 C2
1088 / 2088 B2
BLDG J
1091 / 2091 B2
1092 / 2092 C2
1097 / 2097 C2
1098 / 2098 B2
BLDG K
1101 / 2101 B1
1102 / 2102 C1
1103 / 2103 A2
1104 / 2104 A1
1105 / 2105 A1
1106 / 2106 A2
1107 / 2107 C1
1108 / 2108 B1
BLDG L
1111 / 2111 B1
1112 / 2112 C1
1113 / 2113 A2
1114 / 2114 A1
1115 / 2115 A1
1116 / 2116 A2
1117 / 2117 C1
1118 / 2118 B1
BLDG M
1121 / 2121 B1
1122 / 2122 C1
1123 / 2123 A2
1124 / 2124 A1
1125 / 2125 A1
1126 / 2126 A2
1127 / 2127 C1
1128 / 2128 B1
UNIT # UNIT TYPE
BLDG E
1041 / 2041 B1
1042 / 2042 C1
1043 / 2043 A2
1044 / 2044 A1
1045 / 2045 A1
1046 / 2046 A2
1047 / 2047 C1
1048 / 2048 B1
BLDG F
1051 / 2051 B1
1052 / 2052 C1
1053 / 2053 A2
1054 / 2054 A1
1055 / 2055 A1
1056 / 2056 A2
1057 / 2057 C1
1058 / 2058 B1
BLDG G
1061 / 2061 B2
1062 / 2062 C2
1067 / 2067 C2
1068 / 2068 B2
BLDG H
1071 / 2071 B1
1072 / 2072 C1
1073 / 2073 A2
1074 / 2074 A1
1075 / 2075 A1
1076 / 2076 A2
1077 / 2077 C1
1078 / 2078 B1
UNIT # UNIT TYPE
BLDG A
1001 / 2001 B1
1002 / 2002 C1
1003 / 2003 A2
1004 / 2004 A1
1005 / 2005 A1
1006 / 2006 A2
1007 / 2007 C1
1008 / 2008 B1
BLDG B
1011 / 2011 B1
1012 / 2012 C1
1013 / 2013 A2
1014 / 2014 A1
1015 / 2015 A1
1016 / 2016 A2
1017 / 2017 C1
1018 / 2018 B1
BLDG C
1021 / 2021 B1
1022 / 2022 C1
1023 / 2023 A2
1024 / 2024 A1
1025 / 2025 A1
1026 / 2026 A2
1027 / 2027 C1
1028 / 2028 B1
BLDG D
1031 / 2031 B1
1032 / 2032 C1
1033 / 2033 A2
1034 / 2034 A1
1035 / 2035 A1
1036 / 2036 A2
1037 / 2037 C1
1038 / 2038 B1
5
NOTE:
MAIN LOBBY ADDRESS #: 1000
16'16'
16'16'
18'
18'
18'
HEATH ROAD
S T O C K D A L E R A N C H D R .
21
BUILDING A
TYPE 1
6
7
7
6
5
10
4
2015
26
9
COMMUNITY
ROOM
BUILDING D
TYPE 1
BUILDING C
TYPE 1
BUILDING B
TYPE 1
BUILDING E
TYPE 1
BUILDING F
TYPE 1
BUILDING R
TYPE 1
BUILDING H
TYPE 1
BUILDING G
TYPE 2
CLUBHOUSE
FITNESS
MAINT.
RESTROOMS/
POOL
EQUIPMENT
POOL
A2.30
K7
A2.30
K7
A2.30
K7
A2.30
K7
2 2 '-0 "
4
1'-
5
"
2
1'-
1
0
"
2 0 '-1 0 "
A2.30
K12
A2.30
K12
A2.30
K12
A2.30
K12
A2.30
K12
A6.00
K12
20'-0"
2 3 '-7 "
3
5'-
2
"
2 2 '-6 "
23'-0"
4
2'-
1
1
"
2 3 '-3 "
1 1 '-7 "
1 0 '-9 "
1 4 '-6 "
11'-9"
9 '-7 "
2
3
'
-
6
"
SPA
BBQ
101
108
A0.22
F2
A0.22
F2
NO PARKING
5
10
17
9
A0.22
F2
JJ
II
KK
LL HH
GG
FF
BB
CC
DD
EE
AA
EV
EV
LOADING
E V
E V
EV EV
BOCCE
174
177
174
1 6 '-0 "
1 6 '-0 "
177
174
174
1
1
1 6 '-0 "
1 6 '-0 "
118
118
118
5
3
UNIT
1001 / 2001
UNIT
1002 / 2002
UNIT
1003 / 2003
UNIT
1004 / 2004
UNIT
1005 / 2005
UNIT
1006 / 2006
UNIT
1007 / 2007
UNIT
1008 / 2008
UNIT
1011 / 2011
UNIT
1012 / 2012
UNIT
1013 / 2013
UNIT
1014 / 2014
UNIT
1015 / 2015
UNIT
1016 / 2016
UNIT
1017 / 2017
UNIT
1018 / 2018
UNIT
1021 / 2021
UNIT
1022 / 2022
UNIT
1023 / 2023
UNIT
1024 / 2024
UNIT
1025 / 2025
UNIT
1026 / 2026
UNIT
1027 / 2027
UNIT
1028 / 2028
UNIT
1031 / 2031
UNIT
1032 / 2032
UNIT
1033 / 2033
UNIT
1034 / 2034
UNIT
1035 / 2035
UNIT
1036 / 2036
UNIT
1037 / 2037
UNIT
1038 / 2038
UNIT
1041 / 2041
UNIT
1042 / 2042
UNIT
1043 / 2043
UNIT
1044 / 2044
UNIT
1045 / 2045
UNIT
1046 / 2046
UNIT
1047 / 2047
UNIT
1048 / 2048
UNIT
1051 / 2051
UNIT
1052 / 2052
UNIT
1053 / 2053
UNIT
1054 / 2054
UNIT
1055 / 2055
UNIT
1056 / 2056
UNIT
1057 / 2057
UNIT
1058 / 2058
UNIT
1061 / 2061
UNIT
1062 / 2062
UNIT
1067 / 2067
UNIT
1068 / 2068
UNIT
1071 / 2071
UNIT
1072 / 2072
UNIT
1073 / 2073
UNIT
1074 / 2074
UNIT
1075 / 2075
UNIT
1076 / 2076
UNIT
1078 / 2078
UNIT
1177 / 2177
UNIT
1176 / 2176
UNIT
1178 / 2178
PHASE 1
PH
A
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2
PH A S E 3
PH
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4
Thomas E. Jess
L i c e n s e d Archite
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License #C-27608
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Architect of Record/Consultant
Consultant
J
K
1112
G
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J
K
1112
1327 ARCHER STREET
SAN LUIS OBISPO, CA 93401
THOMAS E. JESS ARCHITECT (CA) #C27068
STEPHEN A. RIGOR ARCHITECT (CA) #C33672
25
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ADDRESS
805.547.2240
ARRIS-STUDIO.COM
CONTACT
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A
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A18039
March 29, 2019
A2.12
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GENERAL NOTES
REFERENCE NOTES
A. THIS SITE PLAN IS FOR REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE PLANS
UNDER SEPARATE PERMIT FOR ADDITIONAL INFORMATION.
B. PROVIDE A MINIMUM 2 PERCENT GRADIENT FROM THE BUILDIGN PADS TOWARDS
APPROVED DRAINAGE FACILITIES. GRADES ADJACENT TO BUILDING SHALL SLOPE
FOR A MINIMUM DISTANCE OF 3 FEET.
C. ALL DISTURBED SURFACES NOT RECEIVING PAVING OR FLATWORK SHALL BE
PROTECTED BY EROSION CONTROL PROCEDURES AND METHODS.
D. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY BURIED STRUCTURES,
STORAGE TANKS, OR OTHER SUBSURFACE VOIDS ENCOUNTERED.
E. CARE SHALL BE TAKEN DURING REMOVAL OF PARTIAL AREAS OF CONCRETE. DO
OT DAMAGE ADJACENT PAVEMENT.
F. ALL NEW PAVED AREAS SHALL FLUSH OUT WITH EXISTING PAVED
AREAS/ADJACENT GRADES.
G. REFER TO LANDSCAPE/IRRIGATION PLANS FOR NEW PLANTING AND IRRIGATION.
UNDER SEPARATE COVER.
H. REFER TO CIVIL PLANS FOR ALL GRADING, DRAINAGE & UTILITY INFORMATION.
UNDER SEPARATE COVER.
I. REFER TO SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING & ELECTRICAL UTILITY
INFORMATION. UNDER SEPARATE COVER.
J. CONTRACTOR SHALL PROVIDE A MINIMUM OF 13.5 FEET OF VERTICAL
CLEARANCE, INCLUDING, TREES AND WIRES FOR ACCESS ROADS REQUIRING FIRE
DEPARTMENT ACCESS.
K. ANY ABRUPT LEVEL CHANGES WILL BE 1/2" ALONG ANY ACCESSIBLE ROUTE OF
TRAVEL. WHEN CHANGES DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE OF
1:2 LEVEL CHANGES OF 1/4" MAY BE VERTICAL. IF LEVEL CHANGES ARE GREATER
THAN 1/2", THEY MUST COMPLY WITH THE REQUIREMENTS OF CURB RAMPS.
L. PROVIDE A MINIMUM 80" OF HEADROOM FROM ALL WALKWAY SURFACES TO
OBSTRUCTIONS SUCH AS LIGHT FIXTURES, ETC.
M. ALL PROPERTY CORNER MONUMENTS SHALL BE IN PLACE AND IDENTIFIED AT THE
TIME OF THE FOUNDATION INSPECTION REQUEST.
N. REFER TO CIVIL DRAWINGS FOR GRADING, DRAINAGE PATTERNS, CUT & FILL,
PARKING & OTHER SITE RELATED REQUIREMENTS AND DIMENSIONS.
O. ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, BOTH EXISTING AND PROPOSED
ARE SHOWN ON THIS SITE PLAN. REFER TO CIVIL DRAWINGS FOR ADDITIONAL
INFORMATION.
P. REFER TO CIVIL PLANS FOR HORIZONTAL CONTROL OF SITE WORK.
1" = 30'-0"
ENLARGED SITE PLAN - AREA C- FOR REFERENCE ONLYK12
POOL REQUIREMENTS
PATH OF TRAVEL NOTES
ALL WALKS/SIDEWALKS ARE TO COMPLY WITH CBC 1113A, ALL SUBSECTIONS
INCLUSIVE (WIDTHS, SLOPES, SLOP RESISTANT SURFACES, GRATINGS, LEVEL
CHANGES, ETC.).
A. THE PATH SHALL BE PROVIDED FROM THE ACCESSIBLE PARKING
LOADING/UNLOADING ZONE TO THE MAIN ENTRANCE WITH A MAX SLOPE OF
1:20 UNLESS AN APPROVED RAMP IS USED.
B. THE PATH SHALL BE A MIN. OF 48" WIDE WITH A NON-SLIP SURFACE.
C. THIS PATH SHALL BE AT THE SAME LEVEL AS THE FINISH FLOOR OF THE MAIN
ENTRANCE WITH A MAX. THRESHOLD HEIGHT OF 1/2". REFER TO ACCESSIBILITY
STANDARD DETAIL SHEET IN THIS SET OF PLANS.
D. THIS PATH SHALL HAVE A MAX CROSS SLOPE OF 2% AND A MAX RUNNING SLOPE
OF 5%. SLOPES HIGHER THAN THIS SHALL BE APPROVED BY THE BUILDING
OFFICIAL.
E. REFER TO DOOR CLEARANCE REQUIREMENTS.
F. THIS PATH SHALL HAVE A CONTINUOUS COMMON SURFACE. NOT INTERRUPTED BY
STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2", AND SHALL BE AMIN.
48" IN WIDTH.
G. THIS PATH SHALL BE SLIP RESISTANT AS FOLLOWS:
G.1 1. SURFACES WITH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT LEAST AS
SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH.
G.2 2. SURFACES WITH A SLOPE OF 6% GRADIENT SHALL BE SLIP RESISTANT, AS
REQUIRED PER CBC 1113A.1.2.
H. PROVIDE TACTILE EXIT SIGN WITH ASSOCIATED GRADE II BRAILLE AS REQUIRED
PER CBC 1003.2.8.6.1. REFER TO ACCESSIBILITY STANDARD DETAIL SHEET IN THIS
SET OF PLANS.
J. PROVIDE ACCESSIBLE ENTRANCE PLAQUE AND OR DECAL, REFER TO
ACCESSIBILITY STANDARD DETAIL SHEET IN THIS SET OF PLANS.
K. WALKS SHALL BE PROVIDED WITH A LEVELAREA NOT LESS THAN 60"X60" AT A
DOOR OR GATE THAT SWINGS TOWARD THE WALK AND NOT LESS THAN 48" WIDE
BY 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK.
L. WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OF A
DOOR OR GATE THAT SWINGS TOWARD THE WALK.
M. ALL WALKS WITH A CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST
5' IN LENGTH AT INTERVALS OF AT LEAST EVERY 400'.
N. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATING
WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE
AREAS, GRID OPENINGS IN GRATINGS SHALL BE NO GREATER THAN 1/2" WIDE IN
ONE DIRECTION. IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE
PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT
DIRECTION OF TRAVEL.
P. ACCESSIBLE ROUTE AND ACCESSIBLE THRESHOLD REQUIREMENTS APPLY TO
INTERIOR FLOOR SLAB INCLUDING FINISH MATERIAL ON TOP.
Q. EXTERIOR ACCESSIBLE ROUTES THAT EXCEED 200 FEET IN LENGHT SHALL ALLOW
FOR THE PASSING OF TWO WHEELCHARS PER 1138.1.2. AN ACCESSIBLE ROUTE
WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT
INTERVALS OF 200 FEET MAXIMUM. PASSING SPACES SHALL BE EITHER: A SPACE 60
INCHES MINIMUM BY 60 INCHES MINIMUM; OR, AN INTERSECTION OF FWO
WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH SECTION
1138A.1.3.1, WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48
INCHES MINIUM BEYOND THE INTERSECTION.
PATH OF TRAVEL DESIGNATION
101 NEW PROPERTY LINE.
108 SITE PERIMETER WALL, S.L.D. FOR ELEVATIONS AND DETAILS & S.S.D. FOR FOOTING
DETAILS
118 PGE TRANSFORMER, S.E.D.
174 A PAIR OF MINIMUM 15' WIDE HORIZONTAL SLIDING MOTORIZED VEHICLE GATES.
PROVIDE VEHICLE DETECTION FOR AUTOMATIC EXIT. GATES MUST COMPLY WITH
CITY OF BAKERSFIELD FIRE DEPARTMENT REQUIREMENTS (SUBMIT SHOP
DRAWINGS)- S.L.D.
177 CONCRETE MEDIAN WITH GATE KEY PAD - S.C.D. & S.L.D.
TRUE
NORTH
PROJECT
NORTH
A. POOL AND RESTROOM/POOL EQUIPMENT SHALL BE REVIEWED BY KERN COUNTY
ENVIRONMENTAL HEALTH SERVICES.
B. POOL GEOMETRY TO MEET REQUIREMENTS OF 3109B.
C. POOL MARKINGS TO MEET REQUIREMENTS OF 3110B.
D. STEPS, RECESSED STEPS, LADDERS AND STAIRS TO MEET REQUIREMENTS OF 3111B.
E. HANDHOLDS TO MEET REQUIREMENTS OF 3112B.
F. POOL DECK TO MEET REQUIREMENTS OF 3114B.
G. POOL LIGHTING TO MEET REQUIREMENTS OF 3115B.
H. POOL ENCLOSURE TO MEET REQUIREMENTS OF 3119B. ENCLOSURE TO BE MIN. 5'
HIGH MEASURED FROM THE OUTSIDE.
I. GATES SHALL MEET REQUIREMENTS OF CBC 3119B.
J. POOL SIGNAGE TO MEET REQUIREMENTS OF 3120B.
K. POOL LIFT TO MEET REQUIREMENTS OF CBC 11B-1009.2
1 CONSTRUCTABILITY REVIEW 4/25/2019
3 CLIENT CHANGES 8/30/2019
5 PLAN CHECK REVISIONS 10/22/2019
1
NOTE:THE SITE PLAN IS FOR REFERENCE ONLY
REFER TO CIVIL & LANDSCAPE FOR DETAILED
INFORMATION
REFER TO CIVIL PLAN FOR HORIZONTAL CONTROLS
PHASING LEGEND
1
UNIT ADDRESSING
UNIT # UNIT TYPE
BLDG S
1181 / 2181 B2
1182 / 2182 C2
1187 / 2187 C2
1188 / 2188 B2
BLDG T
1191 / 2191 B1
1192 / 2192 C1
1193 / 2193 A2
1194 / 2194 A1
1195 / 2195 A1
1196 / 2196 A2
1197 / 2197 C1
1198 / 2198 B1
BLDG U
1201 / 2201 B2
1202 / 2202 C2
1207 / 2207 C2
1208 / 2208 B2
BLDG V
1211 / 2211 B1
1212 / 2212 C1
1213 / 2213 A2
1214 / 2214 A1
1215 / 2215 A1
1216 / 2216 A2
1217 / 2217 C1
1218 / 2218 B1
BLDG W
1221 / 2221 B2
1222 / 2222 C2
1227 / 2227 C2
1228 / 2228 B2
BLDG X
1231 / 2231 B2
1232 / 2232 C2
1237 / 2237 C2
1238 / 2238 B2
UNIT # UNIT TYPE
BLDG N
1131 / 2131 B1
1132 / 2132 C1
1133 / 2133 A2
1134 / 2134 A1
1135 / 2135 A1
1136 / 2136 A2
1137 / 2137 C1
1138 / 2138 B1
BLDG O
1141 / 2141 B1
1142 / 2142 C1
1143 / 2143 A2
1144 / 2144 A1
1145 / 2145 A1
1146 / 2146 A2
1147 / 2147 C1
1148 / 2148 B1
BLDG P
1151 / 2151 B2
1152 / 2152 C2
1157 / 2157 C2
1158 / 2158 B2
BLDG Q
1161 / 2161 B2
1162 / 2162 C2
1167 / 2167 C2
1168 / 2168 B2
BLDG R
1171 / 2171 B1
1172 / 2172 C1
1173 / 2173 A2
1174 / 2174 A1
1175 / 2175 A1
1176 / 2176 A2
1177 / 2177 C1
1178 / 2178 B1
UNIT # UNIT TYPE
BLDG I
1081 / 2081 B2
1081 / 2082 C2
1087 / 2087 C2
1088 / 2088 B2
BLDG J
1091 / 2091 B2
1092 / 2092 C2
1097 / 2097 C2
1098 / 2098 B2
BLDG K
1101 / 2101 B1
1102 / 2102 C1
1103 / 2103 A2
1104 / 2104 A1
1105 / 2105 A1
1106 / 2106 A2
1107 / 2107 C1
1108 / 2108 B1
BLDG L
1111 / 2111 B1
1112 / 2112 C1
1113 / 2113 A2
1114 / 2114 A1
1115 / 2115 A1
1116 / 2116 A2
1117 / 2117 C1
1118 / 2118 B1
BLDG M
1121 / 2121 B1
1122 / 2122 C1
1123 / 2123 A2
1124 / 2124 A1
1125 / 2125 A1
1126 / 2126 A2
1127 / 2127 C1
1128 / 2128 B1
UNIT # UNIT TYPE
BLDG E
1041 / 2041 B1
1042 / 2042 C1
1043 / 2043 A2
1044 / 2044 A1
1045 / 2045 A1
1046 / 2046 A2
1047 / 2047 C1
1048 / 2048 B1
BLDG F
1051 / 2051 B1
1052 / 2052 C1
1053 / 2053 A2
1054 / 2054 A1
1055 / 2055 A1
1056 / 2056 A2
1057 / 2057 C1
1058 / 2058 B1
BLDG G
1061 / 2061 B2
1062 / 2062 C2
1067 / 2067 C2
1068 / 2068 B2
BLDG H
1071 / 2071 B1
1072 / 2072 C1
1073 / 2073 A2
1074 / 2074 A1
1075 / 2075 A1
1076 / 2076 A2
1077 / 2077 C1
1078 / 2078 B1
UNIT # UNIT TYPE
BLDG A
1001 / 2001 B1
1002 / 2002 C1
1003 / 2003 A2
1004 / 2004 A1
1005 / 2005 A1
1006 / 2006 A2
1007 / 2007 C1
1008 / 2008 B1
BLDG B
1011 / 2011 B1
1012 / 2012 C1
1013 / 2013 A2
1014 / 2014 A1
1015 / 2015 A1
1016 / 2016 A2
1017 / 2017 C1
1018 / 2018 B1
BLDG C
1021 / 2021 B1
1022 / 2022 C1
1023 / 2023 A2
1024 / 2024 A1
1025 / 2025 A1
1026 / 2026 A2
1027 / 2027 C1
1028 / 2028 B1
BLDG D
1031 / 2031 B1
1032 / 2032 C1
1033 / 2033 A2
1034 / 2034 A1
1035 / 2035 A1
1036 / 2036 A2
1037 / 2037 C1
1038 / 2038 B1
5
NOTE:
MAIN LOBBY ADDRESS #: 1000