HomeMy WebLinkAbout88D1096 OWNER
RON KAUFMAN I I I IN s
14/5- 22 NO ST N.W. I I SITE �I a aF 3 �y
AUBURN , WA. 9800E ' � �. l = �" og
PHONE 939- 8/7/ I s �tE moo=
EXIST TYPE 1-48 I
$rM.H. DATUM -��9z i -- - -�96.1
RIM _ 53. 93 N I AM NOR15V mz \
lE = 41 . 70 -.- --mod
CITY OF AUBURN BM /5-Z CENTER LINE 37th NE I --_ - iN'LS 3''W F. Op
(VERIFY) 3RD MON. WEST OF AUBURN WAY NORTH, ELEV. = 49, 5/ I ° ! _ �
EXIST 55 MANHOLE a J , 3N 15 Cps
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_. I�_._. _._._._._.�._. j m
a" DIA, sr Sr Exlsr ce i e. ¢ 45 LEGAL DESCRIPTION _ If ;' rt= °
.LOCATE �BTD VICINITY MAP
FLOWL/NE OF LC
6z LF 6140 PVC 50R 35
GUTTER AO✓UST 5= .006 FT/FT /E _ 46.5 P THAT PORTION OF LOTS 1 AND 2 OF CITY OF AUBURN SHORT PLAT NUMBER SP-35-78 3
T R/M TO 53.65 , POINT OF ENTRY INTO EX/5T 53 AS RECORDED DECEMBER 20, 1978 UNDER RECORDING NUMBER 7812200450, - m
37th Sf . N.E. l MH "0 NAVE IN5IOE DROP PER DESCRIBED AS FOLLOWS: 0
12' DIA. SS / CAIM OF AU8 ST05 SEE OTL. a
55 Sj 7H/5 SHEET BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 2; CONSTRUCT/ON NOTES J
S 89 ' l6 '23"' W EXIST, Exi6r 6r0P5/a Q
7D BE RELOCAT REPA/R REPLACE ASPHALT E THENCE SOUTH 89 DEGREES lfi 23" WEST ALONG THE NORTH LINE OF SAID LOT U o
TYPE 1 C. B. PER CON5T NOTE / SUBGRAOE PER C/T)l OF AL/B 125.00 FEET; 0f� w :
l2" D/A . W 1. All workmanship and materials shall confirm to tho C1t of Auburn's
R/M = 53. 75 //® ST05 THENCE SOUTH 0 DEGREES 51'28" FAST PARALLEL WITH THE EAST LINE OF SAID p y m 3
W = LOTS 215.00 PEST; requirements and specifications. m u,
(D EX l ST. REMOVE EXJ6F 5/W, CURB z
0 % si.e THENCE NORTH 89 DEGREES 16'23" EAST 125.00 FEET TO THE EAST LINE OF SAID 2. Standard Specifications shall be 1981 APMA as modified by the City e
�' F.H. O �' Z __ A �6UTTER AS NECESSARY TO LOT 1; of Auburn. z e
0 EXIST 5' CUNC S/W - CONFORM W/NEW RAO/d5. REPLACE 'a z
A5PNALT PER CITY OFA11,6 ST05. THENCE NORTH 0 DEGREES 51,28" WEST 215.00 FEET TO THE POINT OF 7. A copy of these approved plans shall be on-site during construction. 2
" + BEGINNING;
WHEELCHAIR RAMP '� EXIST. FENCE @ NORTH & EAST 4. Prior to starting construction, the Contractor shall call ONE-CALL j on
PER CITY OFA!/8 \ PROP. L INE TO BE REMOVED /VERIFY) (ALSO BEING KNOWN AS LOT B OF CITY OF AUBURN LOT LINE ADJUSTMENT NUMBER e(leVe00-424-5555) for utility locations (wacer, sanitary Bever, emrm w i
STDS RECORDED LF-8" DIA. N LLA-18-86, AS RECORD UNDER RECORDING NUMBER 8612101180 gas. z
power, telephone and television). 0 0
PVC SDR 35 Bf LF NEW &'CONC. 6/W CURB � 6arreA 5. During constv,etion, contractor shall be required to control on-site I(-5/ V 1i
PER C/TY OF AU6 6rC55 (qy5 RAD1115 TO FACE EXCEPT THAT PORTION OF THE NORTHEAST CORNER OF SAID LOT 2 LOCATED storm water run off by using cmporary erosion/siltation control
/3 LF OF G O/A. S 003
PVC 50R 35 5/DE 45n AI I OF CUR9 NORTH AND EASTERLY OF A ARC INSCRIBED BY A RADIUS OF 35.00' pcocedurea. No ad Lent laden emrm worse shall be allowed to:dis- 3
SEWER 5= .O/M/N :charge Inca she City of Auburn's storm drainage syetmn.
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6. Locations of existing utilities are approximate, I[ shall be the
Contractor'. responsibility to determine the true elevations and loc-
VERIf WATER METER y, I I _ ____ ations so as to .void damage or disturbance during construction. '
LOCATION W1 ARCH. 54.31 NEW TYPE 16 CB RIM Q)
7. Six-Such amtrud end curb he parking gaspers shall regained around all
NEW rp}.,](j on-alto paving xtru areas,
cur where parking will be adjacent buts is • street. A
DWG$, PER DETAIL six-inch extruded curb is required between sil abutting pavement and
APARTMENT landscaped areas.
BL DG. FF = 54. 8 /5' RIM = 54. 3
IE = 50. 94 8. TSghtllne all Edvnapouu and floor drains to catch basins N/ Op PVC 5-.00¢TYP.
NEW ESMr. 7D PVC TEL SaLVENT WCLO
440 PVC SOR 35 C/TY Of AUGURN 3 Op NEW TYPE _ff 46 Mf/ f, 9. All connections of 50R 75 PVC pipe to manholes ehsil be mode 6 using
Z N R/M 55.0 (512E As REq.� _ CAP - -- A,C. manhole ads tors, ore romped equal.
y g
5 004 MIN Q /E. DX 410 CORP- ORILL HOLE 5 .eU5r. p ppM
REPAIR & REPLACE • IN EA16T. MN. 5.5. PIAiNHOLL - 10. .The maximum laying lengths shall not exceed 20 feet for SDR 21 pipe and tl
5' (BOTH) 49/ r s g
ASPHALT & SUBGRADE A.G. HANNOLE 12 [cat 6 inches long for SDR 75 pipe.
C' PER CITY OF AUBURN STDS. ADAPTOR r 11. Bedding for PVC pipe shall be 5/8 Inch minus crushed rock, 4 inches under.
}°!°4m 2P✓4 7TAJNI.CaJmj to 6 inches wet the pipe. �s
29 TYP. -rr a CTEEL EAPA7•(610N
DOLT TYP. 12. Bedding for concrete end ductile iron pipe shall be 5/5 inch minus crushed
_ v "-- NEW TYPE l C CB -PER. PLAN .E rock, 6 inches under to 6 Inches wet the pipe.
MATCH EXIST, GRADES 4' 0 IC CB 'i I „ 0 P 54 W SOLID LID t °' PIP. STWAP ANO
\ / _ 17. All pipe trench beekf 111 material shall 6o Class "A" Honk Run Grovel.
dACK1N4 SHALL OG NO7
0 - - •: LV. AND (/)
RIM = 53. 3
PROPERTY LINES (TYP. ) ! OIPPEO CM
a f� 0 RIM = 55. 1 . '' COATLO W ASPHALT 14. Pipe Trench D.ckflll Material within the right-of-way shall be 5/8 inch
lV 1 = 51 . 29 6 lE = 5I . 09 ALL MATLWA., ONALL minus crushed rock;
a (� r� M OUBMITTCO TO TIRE-
4 GIrr FOR. APPROVAL 15. Existing pavement surfaces shall be sewcut full depth with straight, -� Z
O TOP 0 CURB G� I L - B'PMG uniform end g 1!
TO epR 26 PRIOR TO GONOTRIIGTON Cite. All ]emus between the now and original moment shall be
O N @ 54. a 7 lI, O O lye. Painted wan aern.lc ..alaian (cssa). `
If) 1 I I +1' - 4 16. Street curbs shall be pained with formula MID-TI (yellow), 5 feet from
PO
h J _JCT m
Nyk N - s( / each side of all driveways and 15 feet each side °f all fire hydrants. F Z)
O Y< s
EQ. EQ I d p yid 0. All required landscaping shall conform with City of Auburn Zoning m
ti TO 'ICE-CHANNEL EASE ordinance, Section No. 18.50 - C
1MIG_ PLAN--VIEW
p 54. 9 „ 18. Thm Can tractor shall install, tconstr, or construction,
t all ty'ss, as shown IN
S4, 0 W I RE-CHANNEL N - �'M'4 De the plans or as affected by constrmetlon, per the Clcy'e Standard
53. 8 8 9A5E
ELEVATION OF 19, Electric and telephone lines shall be in a trench with a minimum horizontal
S3.ZJ `' RE AIR AND REPLACE , ELDOW -
6' r PVC separation from ocher utilities (sewer, water, stow) of flue feet.
IOYEAR DESIGN \sa. s 29 TYP, 5 � 5/4
STORM POND/NG STREET & CURB b . 20. All construction surveying for extensions of City Utilities shall be done
3 PER CON$T. NOTES /&22 uMar.the direction of a licensed land surveyor or a licensed professional
Civil Engineer.
ELEV = 5 .s Q SECT/ON /3• /5 NOTE: 5INTA�R� MWEfc
C.O. L CALM RANOOTRER4 PTO PITTwe TV&PVC OO" 21. PVC pipe shall be SDR 35 with 30 inches minimum ewer.
O
Gag PVC 50R 35 GITY OP AOCURN CANITARY "
P 5=.ao4 MIN , /40 LF S/OE SEWER N SewuC aV)rloN.
r0 PICK UP 60WNSPOIIT5 *,of PYc 5DR 35, I 6'01 PVC SO/C 35 T� 22. Savcut paving 12 inches beyond excavation or where curb is removed. Oackflll
t 5=.004 MIN. 2. fbTeMAGTON CWALL 10L A a�TC MANHOLE 1002 with 5/8" crushed rock. Replace paving to match earlating.
A5 REq O. ALL DOWNSPoUTS r 5= .O/ M/N. 5 TAP EXIST. MAIN, WrAT �P ON CAME.. SIDE EO DROR M
r0 BE r/GNTL/NEB ro NEW 2 PLACES ROTATE_TTOP COME. IP NEGESCARY.
CATCH 9A5/N. _ -- 23. C°rregatd metal pipe (UM) shall be galvanized with asphalt treatment `l
APARTMENT FF = 54, 8 / I 2" DIA 1 No. 1 or aluminum and shall be 16 gage for 24-inch diameter and smaller
V] pips aM 14 g°Lc far 30-inch diameter and larger pipes, with re-c°rregaad
BLDG, lL //V 91DE /CROP OE TjV L ends. Joint cwplings shall be type "D" with: Ooprene gasket. and connections
SERVICE BY V NZS. to manhole. and catch basins shall be by mart., Joints. DW pipe shall
CONTRACTOR only be used an private property for the purpose of wersmzmng pipe for
(2 PLACES) uMergrwnd storage where pipe cover exceeds 1 foot.
OT NEW WATER METER BOX _ __
h PER CITY OF AUBURN SIDE. -
LEGEND
I " METER AND TAP BY CONE Cluxa 0LWAUC °A ==== I . ,
R/M s4alsOc/D c/o) , ' - V
W CITY OF AUBURN (2 PLACES) !y 5h ft DE6GtlP1pN Nt:W pf16T
125. 00 ' 61bKM xwER -6r -or-
POND EL, 558 2'A.G fTVMfm "'
N 8 ' l6 3 LA.YO6'CAPE COR LAWN) 6Al2ITARY 0lWM -65 -ey- y
�I'R ' WArm -N -W
-EXIST CHA l N LINK FENCE 01.OB l� (�
@ SOUTH & WEST E TO REMAIN D p o
Iiu_ If(=
I ROW CA AAA5TMLVr
II- BRICK MAI. ° a •'°'P' 4 5/e MNUS A6 PAVI" 1
CAUSN=D
ovuFtow TOP COVER W/2/: ZY C4NI OICLWALN`a a . - •a -II
MOLE (r-Ml K) - - - - pll- I- RE s'R NTION roue
CIVIL PLAN GOMPAGTF-0� - LANDOOAPIAIOt l®
5T0. TYPE /G C.B. 9Ub•EASE h
3f"+40- W/ eror 6LevATIONb �- + �, r
EXIST FH EXMVSM 5ECT- z o y
l = 20 72 ' SOUTH lON5 A5 REpo. (CUB 7LEENOJ) PAV/NG SECTION ' S APPROVED 25 a
OF SOUTH A! 0.0.0. DEPT. OF. BUBLIC WORTS o
B°PYL SOR 35 N A.C. 6R G.RX. PARKING LOT
MANHOLE ADAPTOR CITY OF AUBURN
SCOPE PER W - N T5 . ENGINEERING DEPARTMEN31 W
NOTE: SEE SHEET 2 7. E. S. C. P. NOTE. ALL PAVING AND PIPE ELEVATIONS Iz
./33 CFS SATvas Z
FOR EXIST, GRADES. CRITICAL TO THE PROPER FUNCTIONING APPRovEO B
SEE ARCHITECTURAL SITE PLAN SOMOF IHE STORM DRAINAGE SYSTEM.
FOR DIMENSIONS, PARKING , ETC. LOG4rED 1AIAIARROW REMOVE EX/5T s/ VAR/Es 5'-O"
9IDE C.D. To ex/5T JEJ
GURB $ GUTTER
AC PAVING
s CO�9 /N 7dh KE
a; a"s 8' PVC TEE EXIST` PAV/NG NEW PAV/NG NEW 5/W
CURB, GI/TTER DATE
3' RUBBER GA5KET 7-6- 88
Z" ✓O/NTS
_J F- TL GEl OO�IV DRAWN
�& M/NUS CRUSHED ROCK 8 o T&AMR GASKET P404
CHECKED A F P
W1I 'i OR/f/a REMOVE REPAIR REPLACE PAV/NG
COMPACTED SU3 BASE %} PER awsr NOrE5 #1, of 16 +r #22 JOB NO 8806-105
PAV/N6 +0 8E00/N6 TN10(1VE55 PER PAVING
,STREET PAVING SECT/ ON CONTROL SECT/ON SHEET NO
,NTS. T YEE 16 C.B. (STRUCTURE ) SECTION A -A OF 2
m
Q 3GG 88 D 1096 SHT. I of 2 % °
a
3 15 'm
w Z
Iz O Ai
S_= y
x �
/8" D/A. SD - EXIST CB
EXIST, LJ NORTH W N AAA x NU nv
Ix
TYPE l C.B. S TH _�i ___ I m z
RIM = 53. 75 EXIST. B'CHA/N LINK - 3N IT3 W M�
37t ST. N. E. L ` = I (9
EXIST. 7.5' FENCE TO REMAIN ! p
lE = 50. B4 NEW BLDG. NEW BLDG. 3H 15 e
12" D I A. SS CONC. S/W a 1 ' I m R
S89 /6 '23" W ,q .....FF = 54. 8 . .... . . . ...................................FF -,54:8......... ........................... ..... I I� L-
3&0 ......... ............................................. . ............................_.................. . . . . . 56.0 _ _ _._. _._._._._.11.._. _ a
t I __!. o
I FINISH- GRADES S
55.0 ....... .I.................... .................... ............ ............................ ........O..NEW-wRAY.ING.............................. ................................ ...... ...................�..... 33.0 ➢ m
12" DIG . w EXIST, VICINITY MAP � a
Oh9 F.H. yv 35LF D/A. 54.0 ..... ................................................................. .... ................................................... ........................................................... .. ..... 54.0 ° z a
h
PVC S R 35 �� - - - CONSTRUCTION NOTES a
1 0 9k ti9 5=. 00
53.0 EXIST. GRADES u o
"A GUTY'7•Y7th.. )........................................ 00
W URB d GUTTER 1. All rn's sequin and materials shall ions. to the City of W
C 52 0 ' Auburn's requirements and specifications. a
(D ry .......... ................................................................................................................................................................................................................ ..... 52.0 2. Standard Specifications Sall be 1981 AP:IA as modified,by i
5\ 00 yk h S' Elie City of Auburn. -
3. A cony of these approved mans shall be on-sire during I11111 w =
,Att constru ccion. L_J
-L f SECTION A -N 4. Prior to starting construction, the Contractor shall call r 3
r L _ ME-CALL (I-BOD-424-5555) for utility locations (eater, o:
53. 4 0 I o BO OF POND SCALE HOR/Z. / =20 ' sanitary sewer, storm sever, gas, power, telephone, and m S
+I 'TOP OF DES L` 2 EL V. = 51 .5 television). ° Z
VERT. I "=2
5. During construction, contractor shall be required to control U m
POND I NG TOR OF GRADE on-site storm water runoff by using temporary erosion/
ROUGH GRADE @ ELEV, 52,5 EL V. = 53 siltation control procedures. Do sediment laden storm water
. 5 "w
shall be allowed co discharge into the City of Auburn's 3
54. 2 0 BLDG PRO✓/OE PoS/77VE @ ER/M. OF POND stom2 drainage system or onto adjacent properties.
SLOPE P BOT PGYVO 6
0 N
53. 2 ^ WEST EAST . All connections of SDR 35 PVC Pipe to manholes shall be
Q
TZJWARO OUTLEj EXIST. 7 /12" made by using A.C. or GPK manhole adaptors, or approved
EXIST. 6' CHAINLINK equal.
CONC. S
L - /' 7 The maximumor o p
laying lengths shall not exceed 12 feet 6 inches
FENCE TO REMAIN f. SDR 35 i
k
f`
f � 0 '� """""""""""""""""""""""""""""""""" " F"" �• B. Bedding for PVC pipe shall be 5/0 inch minus crushed rock, Uj
"�' MATCH Bj EXIST. GRADES EXIST. STREET (I N.E. ) 4 inches under to 6 inches minimum over the pipe.
@ E (Ty?, ) W/CURB & GUTTER 9. Beddiggfor concrete and ductile iron pipe shall be 5/8
55.0 ... .... ................................................................................. ...... ... ... ... .. 35.0 inch min us crushed rock, 6 inches under to 6 inches minimum W
- - -
FINISH GRADES over the pipe.
- - - - - - - -
R/P R R S/ E Of POiVO ]0. All pipe trench backf ill material shall be Class "A" Ban}:
WHE E O/TC ES ENTER 54.0 ...... . ... ................................................................... ............ 54.0 Run Gravel, modified by the City of Auburn.
...................
/ I I 11. Pipe Trench Backt111 Material within the right-of-way r�
ROUGH GRADE E ROUGH GRADE ROUGH G ADE 6 W B' L N6 /f B" OP - shall be 5/8inch minus crushed rock. L,[
//�� W/4 ? ATRY 5PALL5
53. 5 is 53, 3 54¢ 12. During Construction all City streets adjacent to this
MATCH EXIST. �_J 53.0 ........ ................................................................................................... ........................ ................ 5.�0 project shall be kept clean of all material deposits
GRADES @ ! E• EXIST. GRADES resulting from on-site construction, as directed by the
PROP. LINES O I ROUGH GRADE Cicy.
so' S2.0 ........ ............................................................................................................................ ................ 32.0 Q
TYP. Vl 52, e CONSTRUCTION SEQUENCE Z
GRAVEL CJN
ENTRANCE
DITCH TO POND SECTION B-B
s=. 004 M/N. SCALE HORIZ. l "=20 ' LEGEND 1. Build construction entrance 6 place � Z
3 DESCW PfION filter fencing.
NEW 5KIbT
ROUGH GRADE I a 2. place fill. Slope fill toward center
Q VERT. / "=2 ' 6TORfq 5EWFJR. -ST- -pr- of proper cy at all times. �!
- 53, 5 ROUGH GRADE ROUGH GRADE 3 N � Ca- - 53. 3- - - 4 yX 54NITA)tY bEWER -55- -55- F
Q 3. Install TESCP Pond, cap with orifice+ SCb clonG -C
`p WAXTFJi• -N - _W_ and dit<bcs. m Q
ti OCATCH IbASIN D D _ ______ __
FNEDG.MATCH 8U FIRt HYDRANT b
Z EX/5T GRADES '
AG ►AVINA 4. Install storm_detcn:ion system per
\ 6 - - sheet 1. Place straw bales or
9\ LONG. SIOEwALK,
6 1 / 0 filter fabric around C.➢. 's, until
cj'S 5'S 13 I 55 5 RETLNT}ON Ratio I 1 5. siteWYO is paved.
EE. SIDE SLOPES. +
3 ' + 5 ' + LANOa 1Pikr,
ROUGH GRADE
SLOPE FILL 54. 2 0 BLDG. I BPoT ELEVATIONS �-" +++4
TOWARAD DI TCHES D LEGAL DESCRIPTION
SECTION D-D
f Z N T S THAT PORTION OF LOTS 1 AND 2 OF CITY OF AUBURN SHORT PLAT RUDDER SP-35-78
385LF F/L TER AS RECORDED DECEMBER 20, 1978 UNDER RECORDING NIRBER 7812200e50,
DESCRIBED AS FOLLOWS:
FABRIC FENCE
PER DE TA/L /E= 54. 4 - - - - - -- eeclHxtxc AT THE xoRTNeAST coRxea of SAID Car 2;
THENCE SOUTH 89 DECREES 16'23" WEST ALONG THE NORTH LINE OF SAI➢ LOT (� `
6 125.00 FEET; V
k „9 ' O \ p SnmeED bIDE�SIart THENCE SOUTX 0 DEGREES 11'28" EAST PARALLEL WITH THE EAST LINE OF SAID t'1
l6 '23 " E-5 5 5k 3 3 6_ IATs us.00 eIn;
THENCE NORTH 89 DEGREES 16'23" EAST 125.00 FEET TO THE EAST LINE OF SAID
1.OT 1; �`FI
i 1iTEA rAMi[ReS[5LL THENCE NORTH 0 DEGREES 51'28" WEST 215.00 FEET TO THE POINT OF
DTr-.1
BEGINNING; J
_ - R•a f• pA`Cus
rn (ALSO BEING KNOWN AS LUT B OF CITY OF AUBURN LOT LINE ADJUSTRENT NUPBER �
LIA-18-86, AS RECORDED UNDER RECORDING NURBER 8 6 1 2 1011 8U F
771 . 144 L I I EXCEPT THAT PORTION OF THE NORTHEAST CORNER OF SAID LOT 2 LOCATED w
DITCHES T8I cx.e.•' NORM AND EASTERLY OF A ARC INSCRIBED BY A RADIUS OF 35.00' h
lnGs (R114t)
a
I..rurrc X..iwAl. 2 . ] . 1A u. mo m 1I C
IYRETt uo: rlptt lW Em. LVS_ljor Ca cm u
• � TWILAL LPO$$SELlIOX
T. E. S. C. PLAN 1 II
n
" = 20 ' If N
u hl tf
u
0 SECTION E - E �n �=J
+
4______ i -_____ II !o
N6 TE: 5EE SHEET 7 FOR OA TUA4 Nrs r N
1r"a Y'WLCIAr elpli r'J!}YI R TILTR IALLIC Z O Aq
'53,"5 Sl�tOt� i Ro 1 oam[on [mat w.mmL ox e^ . e"'male O
2"~ ELEVIT jn
52 5 � eVit'
FILTER FABRIC FENCE
51z.5 N r 5.
orEkFLoN - - 53.0 -�� �•�` �' csop �
-05
e 4 i S
I / o.htH tDRAWN
leg
H ��� ZIj..1'6ul-'(p 6•• IIZNn,DR 6- 88
g, 50 q4' >=5.- o tp4D APPROWt0 M
DEPT. DF HUBLIC WORKS CHECKED
BOT OF POND WHAT fil COARSE AGGREGATE, A. F P
OR 4" K"S QUARRY 5PALL5 CITY OF AUBURN
5L5 ENGINEERING DEPARTMENT! ESHEETNO
O
oar 8806-105
SECTION C C N.GRAVEL CONST• ENTRANCE AP►RDYEDBY
rS.
wry OF 2
88 D 1056 SHT. 2 of 2-