HomeMy WebLinkAbout2911-20
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STATION
1+05 1+10 1+15 1+20 1+25 1+30 1+35 1+40 1+45 1+48.58
CATCH BASIN
H EADWALL
)04.5
-MIN. TOP OF TRASH
RACK=INFLOW DITCH
INVERT
►02.5
� r_ - U T ► r I r
0 5 10 15 20 25 30 35 40 45 50
LATERAL LENGTH FROM MAIN STORM DRAIN (feet)
CONSTRUCT 48.6 LF
STORM DRAIN LATERAL PROFILE 18" RCP — 1350 D
VERTICAL SCALE HORIZONTAL SCALE
1 0 1 FEET 5 0 5 FEET
VEIL MAL EUGGERATION = 5m
18" RCP
INVERT 999.0
NOTES:
1, CONSTRUCTION CONTRACTOR SHALL ACCURATELY LOCATE ALL UTILITIES, AND PROVIDE ADEQUATE PRECAUTIONS AND
PROTECTIVE MEASURES TO PREVENT DAMAGE TO UTILITIES DURING CONSTRUCTION.
2. CONSTRUCTION CONTRACTOR SHALL ENSURE THAT THE PROPER STANDARD PLANS ARE APPLIED TO THIS WORK, WITH
DIMENSIONS TO FIT THE REQUIREMENTS OF THE WORK.
3. GAS PIPELINE AT CULVERT CROSSING TO BE RELOCATED BY THE GAS COMPANY PRIOR TO INSTALLATION OF STORM
D RAI N LATERAL.
REFERENCES:
—PLAN VIEW TOPOGRAPHY MAP OBTAINED FROM ENGINEERING RESOURCES OF SOUTHERN CALIFORNIA, INC., 164 W.
HOSPITALITY LANE, SUITE 1, SAN BERNARDINO, CALIFORNIA 92408, PH.# (909)888-1401 FAX. # (909)885-4638.
SURVEY DATA BENCHMARK #288 — N.E. CORNER OF POPLAR AND SANTA ANA R.R. SPIKE IN P.P. #71833. ELEV.
1019.86' JOB NO. 99-014-001.
LEGEND:
-� STORMWATER COLLECTION/DRAINAGE DITCH
EXISTING CONTOURS (CONTOUR INTERVAL)
EXISTING FENCE
RELOCATED FENCE
MESA
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MENEM
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MENNENP�PR
ST
ST-FEIL4
MK
CATCH BASIN
H EADWALL
)04.5
-MIN. TOP OF TRASH
RACK=INFLOW DITCH
INVERT
►02.5
� r_ - U T ► r I r
0 5 10 15 20 25 30 35 40 45 50
LATERAL LENGTH FROM MAIN STORM DRAIN (feet)
CONSTRUCT 48.6 LF
STORM DRAIN LATERAL PROFILE 18" RCP — 1350 D
VERTICAL SCALE HORIZONTAL SCALE
1 0 1 FEET 5 0 5 FEET
VEIL MAL EUGGERATION = 5m
18" RCP
INVERT 999.0
NOTES:
1, CONSTRUCTION CONTRACTOR SHALL ACCURATELY LOCATE ALL UTILITIES, AND PROVIDE ADEQUATE PRECAUTIONS AND
PROTECTIVE MEASURES TO PREVENT DAMAGE TO UTILITIES DURING CONSTRUCTION.
2. CONSTRUCTION CONTRACTOR SHALL ENSURE THAT THE PROPER STANDARD PLANS ARE APPLIED TO THIS WORK, WITH
DIMENSIONS TO FIT THE REQUIREMENTS OF THE WORK.
3. GAS PIPELINE AT CULVERT CROSSING TO BE RELOCATED BY THE GAS COMPANY PRIOR TO INSTALLATION OF STORM
D RAI N LATERAL.
REFERENCES:
—PLAN VIEW TOPOGRAPHY MAP OBTAINED FROM ENGINEERING RESOURCES OF SOUTHERN CALIFORNIA, INC., 164 W.
HOSPITALITY LANE, SUITE 1, SAN BERNARDINO, CALIFORNIA 92408, PH.# (909)888-1401 FAX. # (909)885-4638.
SURVEY DATA BENCHMARK #288 — N.E. CORNER OF POPLAR AND SANTA ANA R.R. SPIKE IN P.P. #71833. ELEV.
1019.86' JOB NO. 99-014-001.
LEGEND:
-� STORMWATER COLLECTION/DRAINAGE DITCH
EXISTING CONTOURS (CONTOUR INTERVAL)
EXISTING FENCE
RELOCATED FENCE