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FROS I ON CONTROL 9, �I r�FNT
i ROOF DRAINAGE
ALL ROOF DRAINAGE TO BE COLLECTED IN GUTTERS & DOWNSPOUTS. DOWNSPOU'1•S ARL TO BL
CONNECTED INTO AN UNDERGROUND STORM SEWER SYSTEM THAT DRAINS INTO 1HF EXISTING
DRAINAGE EASEMENT ON THE NORTH SIDE OF THE PROPERTY. SEE MECHANICAL SITE "LAN
FOR DETAILS.
PAVED PARKING AREAS
ALL PARKING AREAS TO DRAIN TO THE CATCH BASINS SHOWN.
DURING CONSTRUCTION
DISTURBED EARTH WILL BE SEEDED AND PROTECTED WITH STRAW MULCH.
LAWN & PLANTING BEDS
THESE AREAS TO DRAIN BY GRAVITY.
DERAL NOTES
1. 4" THICK CONCRETE SIDEWALK
2. P," EXPANSION JOINT
3 S.J. - SAW JOINT
4. NEW CATCH BASIN
5. 4" CONCRETE FILLED PIPE BUMPERS @ 4' -0" O.C.(TYP) UNLESS NOTED OTHERWISE
6. ASPHALT PAVEMENT
7. SIGN - SEE DETAILS THIS SHT.
8. TRASH ENCLOSURE - SEE DETAILS THIS SHT.
9. CONC. CURB. '- SEE DETAILS THIS SHT. TYP.
10. 72" x 5" x 6 " -0" CONC. BUMPER WHERE SHOWN - ANCHOR TO PAVEMENT W/2 #4 REBARS x 2' -0'
TYP. EA BUMPER
11. R.C.P. - (_REINF CONC. PIPE)
12. 64" x 40" R.C.P. (UNDER)
13. CONC. APRON
14. T.C. = TOP OF CURB
15. G = GUTTER
16. H.P. = HIGH POINT
17. B.M. = BENCH MARK
18. S.S. = SANITARY SEWER
19. WHEEL CHAIR RAMP
20. (:!), =. HAND ICAP..PARKING
21. D.S. = ROOF DOWN SPOUT
22. SEE SHEET L -1 FOR COMPLETE LANDSCAPE PLAN
23. C. 0. = CLEAN OUT
•CALCULATIONS FOR READ PARKING
OFFICE BUILDING . SQ_.FT. /FLOOR
FIRST FLOOR 3644
SECOND FLOOR -3644
TOTAL SO. FT. (1 ST &2ND FLOOR) 7288
N COOS FiD- -STOR-gGE- WARIEN0USE(0NE - STORY)
'TOTAL SQ. FT. 8085
R�afr -- I�•r?�a s �cscvl� = 2"1
ELEVATION & CONTOUR SYMBOLS
ate' =_: = µkw �l�t••r�c�: _ _
SCU I PN[IE /JT TO f- LAGv -w
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FROS I ON CONTROL 9, �I r�FNT
i ROOF DRAINAGE
ALL ROOF DRAINAGE TO BE COLLECTED IN GUTTERS & DOWNSPOUTS. DOWNSPOU'1•S ARL TO BL
CONNECTED INTO AN UNDERGROUND STORM SEWER SYSTEM THAT DRAINS INTO 1HF EXISTING
DRAINAGE EASEMENT ON THE NORTH SIDE OF THE PROPERTY. SEE MECHANICAL SITE "LAN
FOR DETAILS.
PAVED PARKING AREAS
ALL PARKING AREAS TO DRAIN TO THE CATCH BASINS SHOWN.
DURING CONSTRUCTION
DISTURBED EARTH WILL BE SEEDED AND PROTECTED WITH STRAW MULCH.
LAWN & PLANTING BEDS
THESE AREAS TO DRAIN BY GRAVITY.
DERAL NOTES
1. 4" THICK CONCRETE SIDEWALK
2. P," EXPANSION JOINT
3 S.J. - SAW JOINT
4. NEW CATCH BASIN
5. 4" CONCRETE FILLED PIPE BUMPERS @ 4' -0" O.C.(TYP) UNLESS NOTED OTHERWISE
6. ASPHALT PAVEMENT
7. SIGN - SEE DETAILS THIS SHT.
8. TRASH ENCLOSURE - SEE DETAILS THIS SHT.
9. CONC. CURB. '- SEE DETAILS THIS SHT. TYP.
10. 72" x 5" x 6 " -0" CONC. BUMPER WHERE SHOWN - ANCHOR TO PAVEMENT W/2 #4 REBARS x 2' -0'
TYP. EA BUMPER
11. R.C.P. - (_REINF CONC. PIPE)
12. 64" x 40" R.C.P. (UNDER)
13. CONC. APRON
14. T.C. = TOP OF CURB
15. G = GUTTER
16. H.P. = HIGH POINT
17. B.M. = BENCH MARK
18. S.S. = SANITARY SEWER
19. WHEEL CHAIR RAMP
20. (:!), =. HAND ICAP..PARKING
21. D.S. = ROOF DOWN SPOUT
22. SEE SHEET L -1 FOR COMPLETE LANDSCAPE PLAN
23. C. 0. = CLEAN OUT
•CALCULATIONS FOR READ PARKING
OFFICE BUILDING . SQ_.FT. /FLOOR
FIRST FLOOR 3644
SECOND FLOOR -3644
TOTAL SO. FT. (1 ST &2ND FLOOR) 7288
N COOS FiD- -STOR-gGE- WARIEN0USE(0NE - STORY)
'TOTAL SQ. FT. 8085
R�afr -- I�•r?�a s �cscvl� = 2"1
ELEVATION & CONTOUR SYMBOLS
ate' =_: = µkw �l�t••r�c�: _ _
SCU I PN[IE /JT TO f- LAGv -w
1 tJ`. - 1 � f✓ 1� (L-i:� 1►-1 C.. '►�l0 h.l � "rQ •$ f� t�1• -i
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225.56
S. 890 56'47"E.
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02.84
i
- -_l 1• ♦ 'f.. 'J_1 . T_ - _. - --.:- ul-_. _tom-. - 'Z'.R-.- ST_ ^ =f_TJ- ..-r- __-._ _._ -J.
- -_
T, S G. D2 lot ! toy♦ ID3.�r7,L
A02 ,-1 f• / - - 102. 3 G• i io2.y�
101.66 KIM % {
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BAUER DRIVE EAST _
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