20120312 Asbuilts 08142013SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M.
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______.,______________ --------------------------------------------------------------- ______ EXISTING MAJOR CONTOUR
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' _..._.`__.........__._.. _.....34g.._.... ., ....- .. - - .._.. -- __ -- T's'aE. i .... .. .,._ ...... EXISTING MINOR CONTOUR
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-- -.... �~--- S PROPOSED MAJOR CONTOUR
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416 DOOR PER PROPOSED MINOR CONTOUR
ARCHITECTURAL - - - - -- GRADE BREAK
PLAN .'
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1 ° ° ___.___ _ -- - - - -�- -- -' ° -- °- -- -- _ --- - -- -'- °° ---_ __._ _ -_. _..__ ____ Xxxxx SPOT ELEVATION
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,' } q I I EG EXISTING GRADE
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' ° EG ( ! 1 (! I I "IE I FG FINISHED GRADE
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DRAINAGE NOTE:
I I I; III CONNECT NEW FOOTING AND ROOF BRAINS TO EXISTING SYSTEM.
CONCRETE PAD
I ENB 2 I ( : ` o DRAINAGE KEY NOTES:
I II ® BEGIN 1 � 35OFG 349.91 ° .°
I I FG BEGIN 1 ilY� y I ❑
t /,, 1 INSTALL EXTRUDED CURB PER DETAIL ON SHEET C -401.
11 -1.1% p o I 1 BE ! A� ', j/� /J /r i �( I ¢� Q INSTALL CEMENT CONCRETE BARRIER CURB PER CITY OF YELM
349.32 6' THICKEN D EDGE SIDEW ULK STANDARD DRAWING NO 4-13 ON SHEET C -401. 4 (B 83 FG
', 350.07 350.48 F ° 350.47 F 350.42 F ", A✓ i. I ig
350.46 F 350.49 F �� !
° 35057 FG ' - 350.47 F 350.97 TC Z ° 350.52 TC i! GI III Lu
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TO 350.96 TC 350.99 TO 350.98 TC f�'� 349.90 350.2 350.58 1 HANDRAIL 351.6 67 i° r i
350.04 F !i
rn eerS ° SS -__ 5 ` ___ - __35 -. SS e° o - d ° °fp a FG I EG i °E.
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p 4' CLEANOU .. - ° o ° n I; W
.349.48 ° ---- .�./''- 1.02 ° oo ao ° 57 p 8
° ,. -"G4 n." ____S5 .'w 5£ __- S$____ ___ SS° ° 55 _SS __ __5 _ .I ° -8.07 o°n °oo
`✓ iI FG - °_ T- e -7?3% p -8.0% .350 FG
1I ° ' I c349s E C ❑ J -1.7% - oo °o -a.o !r'` DRAINAGE SUMMARY:
BEGIN 1 BI 1.4% N ° ' °° 349.89 350.1 p .° I "' )' T_lJ
I p ° ' ° FG , I e p , <'' t 350.01` FG FGA 1635O9G 351.5 ( a' r g i- TOTAL AREA: 37,500 SQUARE FEET (0.861 ACRES)
I I 349.6 - p°/ ° 351.02) „IyG:. -35010 FG 4
I 349.53 g�. FG �r ,_ _....._. - �����ILL�L�GL�LL %Ll�' FG iI PI EG I ijI EXISTING CONDITIONS
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EG G L/
349.17 ° o p , I 1 1.5% MAX '' y , EX. BUILDING: 2,587 SF 0.059 ACRES
° - / , 350.281 1 "J ( )
FG ALL DIRECTIONS T Ff 'FG i ! I 3 ;- I� EX. PAVEMENT: 21,224 SF (0.487 ACRES)
-356.28 EX. !!' +Ig3 EX CONCRETE SIDEWALKS' 867 SF (0020 ACRESI
.FG 'I? C i' i �,! TOTAL EX. IMPERVIOUS: 24,678 SF (0.567 ACRES)
1� 349.69 °
: D FLOOR
FG ELEV -351.02'
( TOTAL EX. PERVIOUS: 12,822 SF (0.294 ACRES)
FG . DEVELOPED CONDITIONS
349.8
349.1 - o
° FG ? 6' CLEANOUT ° .\\ L i I i ' / O 1 1 ' yg� EX. BUILDING 2,587 SF (0.059 ACRES)
!ft {I gI BUILDING ADDITION: 762 SF (0.017 ACRES)
1.5% MAX !' 351.02 // %f tig9 DEMO -D LANDSCAPE / NEW IMPERVOUS: 1,271 SF (0.029 ACRES)
I 15O,5Be
TC C + \ a. 350.3 I 1 END ! ALL DIRECTIONS t/ I v If �! EX. PAVEMENT TO REMAIN: 19,187 SF (0,440 ACRES)
�\ FG 1 ( 5x5' '!' CONCRETE SIDEWALKS: 867 SF (0.020 ACRES)
1 350.5 350 00 O > e ° o HANDRAIL f! `e ( . ` i Ig TOTAL DEV. IMPERVIOUS' 24,674 SF (0.566 ACRES)
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�1 TC FG < ' ( 6D p: 1IF=- ,t- ='r � r-___-- .___- ..._.__._._ °_� �
350.14 - ° 831 ( 1 E ! 11 , EX. LANDSCAPE TO BE REPLACED: 498 SF (0.011 ACRES)
I 349.0 p° H� a ° FG ° ° --._. --- °- =_ __ _._ °I
FG e°-- -_.� �.Lj--- ° - -.._ °-- ,. 1 END / I! DEMO'D IMPERVIOUS /NEW LANDSCAPE: 1,275 SF (0.029 ACRES)
349.31 °o - `e, `. p ae. �a ° -'y. �__. 8 i -- i,.• t I f( s
'.? e tt -y,�� ! I EX. LANDSCAPE TO REMAIN: 11,053 SF (0254 ACRES)
FG ° ° p , ° 350.6 ° - " ° x350.7 ° '� °' c I f r`' dry j Ni'g' ( TOTAL DEV. PERVIOUS: 12,826 SF (0.294 ACRES)
g ° EG, . L , -,. __. ° - nJ - EGA N D _..,... •/.^ /r j
1 p' ° ° pe _.- 1 BEGIN
BEGIN 2 _ � ° e. ° � �. _ � ` o _ -° ° � - p - .p ° - ° � v � ADDITIONAL DETENTION AND WATER QUALITY IS NOT REQUIRED. THE
° 350.19 e p ° °. v a v _ I o )fl PROPOSED IMPROVEMENTS DECREASE THE AMOUNT OF IMPERVIOUS
b FG, °. Ik °'1.�_ °'�350.EG p ° _ ° ° °350:.81 r4 ' --„ _° `, it SURFACING BY 4 SQUARE FEET, HENCE ADDITIONAL DETENTION IS NOT
.� CURB �. _ ° ._ _ ._ = - F°. aV.._ _ _ _._ _ iL ._ _ ..... _ _.... - -r �.= ""� ;( tI REQUIRED. THE AMOUNT OF POLLU11ON GENERATING IMPERVIOUS
I -Y - --- -- s -- -- -- -' -° WATER ING HAS IS NOT REQUIRED. 766 SQUARE FE HENCE ADDITIONAL
s CUT 349.50 �._ _____ ___ - - --
FG
_ _ .. w e �.- �, r�z g` BEEN DECREASE BY ET H
1 34918 1 END ...3 #9 .................. ............. .... x
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END 1 -2.1% DIRIYL �. FG "--• ?O -. ._.... -. TOE--- -°-°`_'
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CALL BEFORE YOU DIG
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL EXISTING UTIITIES, 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.
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SOLBERG STREfT SE
THESE RECORD DRAWINGS ARE BASED IN PART ON CHANGES TO THE DESIGN THAT WERIE
PROVIDED TO SCJ ALLIANCE BY OTHERS. SCJ ALLIANCE ASSUMES NO RESPONSIBILITIES
FOR ANY OMMISSIONS THAT MAY NOT HAVE BEEN REPORTED. DESIGN CHANGES SNOWN
IN RED LIENORK OR TEXT.
M A TI I\ A.
WASHINGTON STATE PLANE COOIODINAIES, SOUTH ZONE, NAB 1983/91,
BASED ON TIES TO THURSTODN COUNTY CONTROL MONUMENTS.
TARI937 AND TARI362
VERTICAL
NAVD 1988 BASED ON TES TO THM90N COUNTY CONRROL POINTS
TARI837 AND TARI362
TBN PK NAIL ST 1' NORTHERLY OF STRIPE END IN SOUTHWEST END OF
PARKING LOT. M2C POINT 1 101, EIEVANON 349.22
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APPROVED FOR CONSTRUCTION
Al2 -282 - /46 -0283
BY: DATE'.
D,,ec[or of Public Walk.
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