mitchell 127 a1.3-5 site 04.29.14 · 2020. 12. 30. · top of deck finish floor c t.o.d. f.f. s sd...

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