20120312 Water Redline Cmt 1 02142013R
SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M.
I
xxx.xx SPOT ELEVATION
°
X% SLOPE LABEL
° ! ! Ji EG EXISTING GRADE
e
I�
FG FINISHED GRADE
r
° n 4 °. i TC TOP OF CURB
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s �
° 0 �" �' ti� � <��"� �j DRAINAGE NOTE:
Q
i >y50" (d ,PIS) CONNECT NEW FOOTING AND ROOF DRAINS TO EXISTING SYSTEM.
C19 N�
r
END 2 �� o DRAINAGE KEY NOTES:
eeaN 1 l
349.67 - 349.91
-1 17 ce FG 1 BEGIN Em 1❑ INSTALL EXTRUDED CURB PER DETAIL ON SHEET C -401.
349.�G FG I 6" THICKN D EDGE SIDEWkLK (I 2� INSTALL CEMENT CONCRETE BARRIER CURB PER CITY OF YF1M
I ! a r�Al %f n I STANDARD DRAWING NO 4-13 ON SHEET C -401.
350.42 F
co 350.48 F Il 350.4 p Od 663
1
350.57 350.07 350.46 E ! 350.49 F �ti� VI I1 f'*, �tl ®® L
o�FG 350.98 TC 0.97 T L `u? /
349FG ° n° ° 350196 T'C n 350.47 F \ e 35o I I rt -� 349.90 350.2 7 ,350.6E e 351.6E 1 t t, } v 'Z)
w
TC 350.99 TC 350.04 F ( I I ' r I LLJ
.349.48 5-`--_349.7 5 SS ° n _ 351.0 °.. ° ooeoee°e -,t r ---t 0 �� \`\ n - III
FG
FG o I FG o' __-- _ ---SS- SS :'---� - `SS -___ SS __-r -1 S -- -'S aSS ---55 o ° a ° _7°3ro p _ -8�0% 350.57 F -8.0 n 4 , . � .� \ \ \ o n.. ° I °
° ° e o° 35 0.1 ;I= � i 1, � DRAINAGE SUMMARY:
-1.41 m e t m _
I BEGIN 1 (( 349.53 e ° m -- - -- _ /rr= . '% %�, - �_.._- /J / %,' / r . . 351.02 / 350.10 FG I"� 350 01 FFG 1350.5 ( ! w TOTAL AREA: 37,500 SQUARE FEET 0.861 ACRES
i 349.89
0% e _ _ , / / / / ` /� ✓/ - FG, n FG art 351.54 v, ( )
EG r i EXISTING CONDITIONS
349.FG ° FG 284 11 i`,I I Iii
EX. BUILDING: 2,587 S (0.059 ACRES)
EX. PAVEMENT: 21,224 SF (0.487 ACRES)
35028 kr i', ' EX. CONCRETE SIDEWALKS, 867 SF (0020 ACRES)
I s�=
° a ° FGt,I
349.69 ° Q�. ✓r (! I 1 I I. v 9EI 1 TOTAL EX. IMPERVIOUS 24,678 SF (0.567 ACRES)
g L FINISHED FLOOR j
FG_ ��\ ELEV= 351.02' �/ ° e j -! E� TOTAL EX. PERVIOUS: 12,822 S (0.294 ACRES)
o 349.4 ° 4349.8 - - (-k7
t ° o t
FG FG I DEVELOPED CONDITIONS:
EX. BUILDING: 2,587 SF (0.059 ACRES)
e °
BUILDING ADDITION: 762 SF (0.017 ACRES)
} E 350.3} ° ��` / x.351 02
350. ff I DEMO'D LANDSCAPE / NEW IMPERVIOUS: 1,271 SF (0.029 ACRES)
TC ` - °' FG i END �✓
N.
35000,'`
350.5 FG '` - • ,.' � ' AL - -P =..:_, _?# - - -i - __ - -.- -- � � ' -. � : -1�� %r fr J I �! TOTAL DEV. IMPERVIOUS: 24 67 4 0 (0.566 ACRES)
TC o p '. 3e0.14 FBI
349.OG a ° - FG A o . e_ iSY-' - -- --'_ ` �'*. - -- - _ a ..__ L.. ,�._. -_ _ _ _ ,.�; I�, ( )
- - - _- r _ - _ I EX. LANDSCAPE TO BE REPLACED: 498 SF 0.011 ACRES
I 349.31 #- e- -- - ° �" -T- A '- li DEMO -D IMPERVIOUS / NEW LANDSCAPE: 1,275 S (0.029 ACRES)
FG �°j ° e °U 4 ° ° 350.68 ° _ p n ° 350.7P� ? ° ° o o- : 5 �-/ f/ I EX, LANDSCAPE TO REMAIN: 11,053 SF
In 99A AMtFSI
EG, - o-- - -'�- " -" -- - -- ' TOTAL DEV. PERVIOUS. 2,826 S 94 ACRES)
r °e e ° a EG- °� o ;-.
�/ ( °) 1 F (0.2 ES
° ° e °
° 350.19 n. ° e - - -. 350.81
e 350.5 ° 4
FG a- 'o -T.Di ° p EG ° e ° ° EeG ,/I v PROPOSED IMPROVEMENTS DECREASE QUALITY THE AMWNOT OFEIMPINVIWSE
ACING BY 4 SQUARE NOT
-- "` - - -- -- --- -- - - "- - -- - - - - REQUIRED. ARE FEET, HENCE ADDITIONAL IMPERVIOUS S N
:50 - _ , SURFACING AS BEEN ECREASELLBY 766 GENERATING
HENCE ADDITIONAL
L �r
r rr �i
' 349 1 END �Ir WARTER QUALITY IS NOT REQUIRED.
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Tor--__ -- - -- tct -__ - -- --
# 349.19 2 BEGIN Toe - i0`" • - -_ -: � � I
EG 1711 U 348.6
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CALL BEFORE YOU DIG
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL
UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
Project McDona Ids
On Pg. C -400
The potable water meter has an exciting backflow assemble, this assemble needs to be changed to a
REDUCED PRESSURE BACKFLOW ASSMBLE.
DATUM:
H
WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983/91,
BASED ON TES TO THURSTON COUNTY CONTROL MONUMENTS
TAROW AND TARRT62
NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS
TAR037 AND TAR#362.
TBM PK NAIL SET V NORTHERLY OF STRIPE END IN SOUTHWEST END OF
PARKING LOT. M2C POINT jf 101. ELEVATION 349.22
0
10 20
SCALE IN FEET
02 -05 -2013
APPROVED FOR CONSTRUCTION
BY DATE:
Director of Public Works
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CALL BEFORE YOU DIG
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL
UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
Project McDona Ids
On Pg. C -400
The potable water meter has an exciting backflow assemble, this assemble needs to be changed to a
REDUCED PRESSURE BACKFLOW ASSMBLE.
DATUM:
H
WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983/91,
BASED ON TES TO THURSTON COUNTY CONTROL MONUMENTS
TAROW AND TARRT62
NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS
TAR037 AND TAR#362.
TBM PK NAIL SET V NORTHERLY OF STRIPE END IN SOUTHWEST END OF
PARKING LOT. M2C POINT jf 101. ELEVATION 349.22
0
10 20
SCALE IN FEET
02 -05 -2013
APPROVED FOR CONSTRUCTION
BY DATE:
Director of Public Works
APPROVAL
EXPIRES'.
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