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SS
SS
S
S
S
S
S
CO
COMMON AREA (P
RIVATE
)
ROAD EASEMENT
H
Y
D
B
B
T24OAK
TTRIP12/14/16OAK
T3OAK
T2/3OAK
T4OAK
T5OAKT5OAK
T5OAK
T5OAKTDBL3OAK
T4OAK
T5OAK
T4/4OAK
T6/4 OAK
T10OAK
T10OAK
T12OAK
T24OAK
T13OAK
TDBL18/12OAK
T24OAK
T4OAK
TDBL16/20OAK/GB
T14OAK
T2OAK
T2OAK
T4OAK
T3OAKT2OAK
T3OAK
T2OAK
T7OAK
T5OAK
T5OAK
T5OAK
T5OAK
T16OAK
LAYING
T16OAK
T16OAK
T18/4OAK
T18/14OAK
T20OAK
TDBL6OAK
T4OAK
T6OAK
T24"OAK
T30"OAK
T24"OAK
T16"OAK
T18"OAK
T14"OAK
T30"OAK
T16"OAK
T14"OAK
T18"OAK
T24"OAK
T4"OAK
T4"OAK
T4"OAK
T4"OAK
T7"OAK
T2"OAKT2"OAK
T2"OAK
T2"OAK
T2"OAK
T3"OAK
T3"OAK
T1"OAK
T24"OAK
T16"OAK
T18"OAK
T16"OAK
T3"OAK
T3"OAK
T4"OAK
T4"OAK T4"OAK
T10"OAKT28"OAK
T28"OAK
T16"OAK
T12"OAK
T1"OAK
TTRIP 3"OAK
T24"OAK
TDBL 14"OAK
T24"OAK
T8"OAK
T24"OAK
T14"OAK
T14"OAK
T18"OAK
T12"/8"OAK
T12"OAK
T18"OAK
T24"OAK
T24"OAK
T12"OAK
T18"OAK
T22"OAK
T32"OAK
T10"/14"OAKTDBL 18"OAK
T 24"OAK
TDBL 24"OAKTDBL 18"OAK
T24"OAKT18"OAK
T18"/16" OAK
T16"OAK
T16"OAK
T16"OAK
T10"OAK
T14"OAK/DEAD
T14"OAK
T14"/18"OAK
T16"OAK
T16"OAK
T18"/22"OAK
T24"OAK
T16"OAK
TDBL 18"OAK
T22"OAK
TDBL 24"OAK
T14"OAK
T16"OAK
T12"OAK
T12"OAK/DEAD
T24"OAK
T16"OAK/DEAD
T24"OAK
T8"OAK
TDBL 16"OAK
T20"OAK
T16"OAK
T12"OAK
T14"/18"/20"OAK
T36"CLUSTEROAK
T24"OAK
T14"OAK
T36"OAK
TDBL 18"OAK
T20"OAKT24"OAK
T18"OAK
T16"OAK
T8"OAK/DEAD
T12"OAK
T18"OAK
T24"OAK
T8"OAK
TDBL 24"/18"OAK
T16"OAK/GB
T28"OAK T12"/18"OAK
T8"O
AK/B
ROKE
N
TDBL 12"OAK
T24"OAK/DEAD
T12"OAK
T16"OAK
T11"/12"OAK
T24"OAK
T10"OAK
T12"/16"OAK
TDBL
14"
/8"O
AKTD
BL 1
2"/"8
OAK
T18"
OAK
T16"
/12"
OAK
TDBL
12"
OAK
200'-
0"
T6OAKT4OAK
T2"OAK
SITE PLAN
16% GRADE
25% GRADE
18% GRADE
15% GRADE
3.8%GRADE
9% GRADE
1.4%
GRA
DE
15%
GRA
DE
(F.F. = + 226.17')
(F.F. = + 202.17')
T6/4/4 OAK
260
240
235
230
285
280
275
270
265
260
255
250
245
240
235
230
225
220
215
210
205
200
195
190
185
180
175
170
165
160
155
150
145
140
135
275
270
265
260
255
250
245
240
235
230
225
220
215
210
205
200
195
190
185
180
175
170
165
160
WALL SLOPESDOWN
WALL SLOPESDOWN
T12"/18"OAK
T8"O
AK/B
ROKE
N
TDBL 12"OAK
T12"OAK
T11"/12"OAK
T24"OAK
T10"OAK
T12"/16"OAK
TDBL
14"
/8"O
AKTD
BL 1
2"/"8
OAK
T18"
OAK
T16"
/12"
OAK
TDBL
12"
OAK
260
240
235
230
+202.00'T.O.W.
+197.00'T.O.P.
+205.10'T.O.S.
+197.50'F.G.
+196.50'T.O.W.
+191.50'T.O.W.
+201.00'T.O.W.
+198.25'T.O.W.
+201.50'T.O.S.
+216.21'T.O.S.
+203.708'T.O.S.
+203.917'T.O.S.
+202.00'T.O.S.
+227.917'T.O.S.
+170.00'T.O.S.
164
163
161
D
162
D
D
DOMESTIC/ FIRE
AGRIC.
(+ 260.00')
T
SLO
PE
1 of 7
1/16" = 1'-0"
12.18.13
M.D.
(N) GARAGE
(N) GUEST HOUSE
(T.O.S. LOW = + 201.00')
(F.F. = + 228.00')
(N) GARAGE
TERRACE
(T.O.S. LOW = + 197.04' BELOW)(F.F. = + 207.00' ABOVE)
(F.F. = + 204.00')
TERRACE
(N) RESIDENCE
(T.O.P. = + 201.50')
(N) DRIVEWAY
EXISTING DIRT ROAD (AGUA CALIENTE)
+207.729'T.O.S.
+216.126'T.O.S.
D+201.917'
T.O.S.
+200.917'T.O.S.
DEEPENED KEY FOOTING
(8" CONC. WALL)
DEEPENED KEY FOOTING
(8" C.M.U. WALL w/ VENEER)
A4.1
EA1.5
FA1.5
GA1.5
DEEPENED KEY FOOTING
(8" CONC. WALL)
BA1.5
CA1.5
AA1.5
29
NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN CIVIL AND ARCHITECTURAL DRAWINGS PERTAINING TO SITE WALLS, GRADING, AND ASSOCIATED SITEWORK
2A5.1
1A5.1
3
A5.1
3A5.2
2A5.2
1A5.2
SHEET
REVISIONS:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:
12.03.131 CDH PERMIT
04.01.142BUILDING DEPT. RESUBMITTAL
+227.83'T.O.S.
180
DA1.5
CO
CO
CO
CO
UU
UU
U
U
U
U
U
U
PP
PP
SDSD
SDSD
WW
W
W
W
W
W
W
W
WW
W
WW
W
4
5
14
10
3
19
27
20
D.W. 2D.W. 1
D.W. 3
24
8
4
11
17
6
13
10
22
25
9
7
26
15
1
16
1
6
2
10
18
23
FIRE DEPT. TURNAROUND
189
188
187
186
184
183
182
181
178
177
176
174
173
172
171
169
168
167
166
164
163
165
170
180
185
190
195
196
194
191
192
193
194
195
200
199
198
197
196
196
195
194
175
179
193
A1.3
S I T E P L A N
- UTILITIES
1/16" = 1'-0"S I T E P L A N - U T I L I T I E S
EXISTING GRADES SHOWN ARE FROM SURVEY PROVIDED BY CARDENAS AND ASSOCIATES SURVEYING, INC. ON JULY 20, 2011. G.C. TO VERIFY GRADES ADJACENT TO NEW WORK AS NECSSARY FOR THE COMPLETION OF THE WORK. G.C. TO NOTIFY ARCHITECT OF ANY DISCREPANCIES.
REFER TO OAK TREE ASSESSMENT PLAN FOR TREES TO BE REMOVED, IMPACTED AND TO REMAIN
REFER TP CIVIL DRAWINGS FOR GRADING AND DRAINAGE PLANS
REFER TO LANDSCAPE DRAWINGS FOR PLANTING AND FUEL MANAGEMENT PLANS
-
-
-
-
P
29
NEW CONTOURS
EXISTING CONTOURS
28
NOTE LEGEND
TWO (2) NEW 5,000 GALLON POLYETHYLENE WATER TANKS - ONE DEDICATED TO DOMESTIC / FIRE, ONE DEDICATED TO AGRICULTURE. MANUFACTURER'S DARK GREEN
TWO (2) NEW 2" DIAM. SCHEDULE 40 PVC UNDERGROUND WATERLINES FROM EXISTING TO NEW WATER TANKS.
EXISTING WATERLINE - ALEGRIA WATER COMPANY
NEW CATTLE GATE - TO BE DETERMINED, (2) TOTAL
NEW 1500 GALLON SEPTIC TANK
APPROVED, EXISTING DRYWELLS (3) AND NEW DISTRIBUTION TANK
NEW UNDERGROUND UTILITY LINES:3" P.V.C. ELECT. CONDUIT2" P.V.C. TELEPHONE CONDUIT2" P.V.C. CONDUIT (FUTURE)
REFER TO LANDSCAPE PLAN THIS AREA FOR PAVING
NEW 4" PVC (SDR35) SEWERLINE AT 2% MINIMUM SLOPE TO SEPTIC TANK
NEW TRANSFORMER AND PEDESTAL METER ON TINTED CONCRETE PAD - REFER TO SHEET E0.1
NEW TINTED CONCRETE CURB
NEW 3 HP VARIABLE SPEED BOOSTER PUMP FOR WATER SYSTEM
NEW UNDERGROUND PROPANE TANK (1 OF 2)
NEW FIRE HYDRANT
NEW ELECTRICAL SUBPANEL AND/OR MAIN PANEL IN GARAGE
2" DIAM. P.V.C. SPA OVERFLOW DRAIN. TERMINATE IN VEGETATED SWALE OR ROCK RIP-RAP DISPERSION COURSE AS SHOWN
A/C CONDENSING UNIT ON TINTED CONCRETE PAD
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
TOP OF SLAB
TOP OF PAVING
TOP OF WALL
T.O.S.
T.O.P.
T.O.W.
TOP OF CURB
TOP OF DECK
FINISH FLOOR
T.O.C.
T.O.D.
F.F.
S
SD
W
U
NEW FENCING: 5'-0" TALL CEDAR SPLIT RAIL POSTS AT CORNERS WITH 5'-0" TALL T BAR INTERMEDIATE POSTS @ 8'-0" o/c WITH 4'-0" NO CLIMB FENCE (HOG WIRE) WITH TOP 2 BARBED WIRE STRANDS @ 6" o/c.
DASHED LINE INDICATES LIMITS OF GRADING (0.60 ACRES)
EXISTING STANDPIPE
EXISTING TELELPHONE VAULT
EXISTING ELECTRICAL VAULT
NEW TINTED CONCRETE AND STONE SITE / RETAINING WALL - REFER TO A1.5
NEW STONE TREE APRON - REFER TO LANDSCAPE DRAWINGS
NEW CATTLE GUARD
NEW TINTED CONCRETE DRIVEWAY - 'SCOFIELD' CHROMIX ADMIXTURE COACHELLA SAND C-15 HEAVY BROOM FINISH
NEW PLANTER (1) OF (3)
EXISTING 24" DIAM PIPE AND CULVERT
NEW 8" DIAMETER UNDERGROUND HARDPIPE STORM DRAIN FROM GARAGE AND RESIDENCE, SLOPED TO DRAINAGE BASIN - REFER TO CIVIL AND LANDSCAPE DRAWINGS
INDICATES SURFACE DRAINAGE (SHEET FLOW) FROM DRIVEWAY SURFACES
INIDICATES PROPERTY LINE, TYP.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
-
-
-
-
-
-
-
-
-
-
SEWER
STORM DRAIN
WATER
UTILITIES
30
30
31
31
SD
W
W
WW
WW
WW
W
WW
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
U
U
U
U
U
U U
U
U
UW
W
WW
WW
W
W
W
3 of 97
164 16
3
162 16
1
160 15
9 158
157
156
155
154
153
152
151
165
166167
168169
170171
172
173
174
175
176
177
178
179
186187
188189
190191192
193194
195
196 196
197
220221
222223
224225
226227228229230
231232
233
206207
208209
210211
212213214
201202203204205
215216
217
218
219222223224225
234235
236
237238
239240
H