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\ \ KEYNOTES PARKING COUNT ��0
24"GAS MAIN \ STANDARD REQUIRED 15 >N �
FUTURE DEVELOPMENT \ \ O SANITARY SEWER SERVICE STANDARD PROVIDED 38 u a
ADA ACCESSIBLE REQUIRED 2 CO
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EP 6 7 \ O 6'HIGH PERIMETER FENCE LOT SIZE 1.12 AC Q Q
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> \ SEEPAGE BED ARE DESIGNED WITH AND ASSUMED 4 IN/HR PERCOLATION RATE BASED ON THE GEOTECH REPORT. Q a �
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� I I 0 ® I 3. STORM DRAINAGE STORAGE FACILITIES MAY BE EITHER TRADITIONAL SEEPAGE BEDS WITH SAND AND GREASE TRAPS OR O W
I I I ° • 10 ANOTHER APPROVED SUBSURFACE STORAGE CHAMBER DEPENDING ON FINAL DESIGN ELEVATIONS. ui U (n
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1 6 \ 4. ALL CURBS ARE 6"VERTICAL UNLESS OTHERWISE SPECIFIED. Q U)
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IS I E� W PROPOSED WATER MAIN J W O
185'
I r I I SD PROPOSED STORM DRAIN LINE > ~
II I I I Q
o I I I I I PRESSURE IRRIGATION STUB B.O. PI PROPOSED PRESSURE IRRIGATION MAIN z
INSTALLED WITH LA VISTA WAY WATER AND SEWER MAIN STUBS
CONSTRUCTION,SEE LANDSCAPE PLAN FOR FUTURE DEVELOPMENT I Os PROPOSED SEWER MANHOLE REVISIONS
FOR INTERNAL PRESSURE IRRIGATION
LAYOUT, I / 0C.O. PROPOSED SEWER CLEAN-OUT
so PROPOSED STORM DRAIN MANHOLE
/ 0B.O. PROPOSED BLOW-OFF
II I I II
2580 EXISTING MAJOR CONTOUR
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2582, _ EXISTING MINOR CONTOUR
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FUTURE DEVELOPMENT
II I I II I � I o
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II � I I II
SITE PLAN
J I I = J
DATE 06/14/2024
II I I II I I
JOB NO. 24210
C - 1 II II
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SHEET NO.