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GRADING & STORM DRAINAGE PLAN n a
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SCALE. 1" t�Of IGH PVC 5 I RAL 0 IBM) 5% III I I I 1___ �� n. __I _ __ _y_ _ r_ _r____ t
10' LONG % 5' WIDE X DRAN AS SHOWN. I111 I I I .'^ 1 '•\ 4"
12' THICK I}W-(AP PAD III T Oil _ Y
�6 1 GRASS FIELD CS 014 TYPE 1 1 I I -
_ �t 5' G. SETBACK I I I I' 35 36 ICI 3I O Q
CLEAN AND REGRADE APPROX. r ---- - 2/ RIM_• O. RIM - f9.46 50.02 SEE ARCH. PLANS I I I I n /
100 LF DITCH 6 0.5% LE M4Q_(EX, gTC1D 5' LONG X 5' WIDE CONSTRUCT GRASS'-LINED SNAL � •�� III I I EXISTING FENCE - - Z IL
20 LF 12' SD • 0.3Y 1 L, t g
r I 3.52M E W* AIN W III ! 1 a c
7 1 ( �� k - TOPE EASEldTS. LE.-46.47(B' r G Oc tI fxitt. I I I I I I I I 1:.. �.. 1�,.. I ° } I�
1 EXISTING FENCE a 0.5% SLOPE pFA SECTION E E __ _ PAD t#Ol1rO I _
-P 1 M23 \\ \ 26 LF 18" - - - ISEE DETAIL SMF fI LE.= 44.80 L I EXISTING DITCH a - _ _-__ -{{'-' _ - - _�� -_- q
I 6 D.9% e- - - z- - - - - LE.- 44.87 Q27 M>>
c.o. f �4 _ Id »» a 3 0
-1 L
w LAMP PosT _ - - 4.44 LE- 44 5 T
LE • a5.o r E 42 7T: - _ \ - _ - a rcaa C
/ 400 W. LUMINAIRE I J LE • 4}.C6112• d B' 1 I 1,p• BLDG. SETBACK I ERI ETH t »yY d
r'= Wd6aE 1 IF EX W CONC, I _ -
a a T' CB 411 TYPE I ,.\ 6. R III I I I • - �'"` A ...03. =W U 6'
QLVFFr __ __ 48.9I I -
I
MM - 4B.69 CB TYPE II-48' I �•� � r x - 1 x _ a : x _ < 84 p • / K EI .Mdb � , - \ II1�,11 j1 1I • • I ^ [ a i / OO WV
g• a
_ a - ¢ a 49.90 iu Z 1 57 !/5' S1 _ • - }
1gF 301 /f-44.09 n2 SM A A 2 & M 4990 _ LE- FOR I �' /� J
s /E = 44.29 ng' El } AW. 50.q • ,SSg 6' PVC 6 I% FOR DOWNSPOUT I. 3 • .s r n ; )„�•, V/ W
w_ts_ 50.20 --iK ''' CONNECTION
I I �-- 1 lF 17 9D 8121•j5 C1`_3 ` I \ 1.0% �♦ 1 50.20_ I I I.E. 42.84 I 1 ; C RISE HER N•�..:a,. w J
DRIVEWAY EMRANfL SHALL I F7" --1,3--- - A7 � I , � / Id�ae I I I � 1-eo.- 'nuNnw J
PROVIDE PRIMARY OVERFLOWh\- i j I , . A S « »» Q J
FORSURFACE DETENTKN. (TYPA I 5o / I I III i I - �"w 05 > Q
FOR BOTH OIWVEWAYsD I v 4�96, 11 6oJx go' F y Ir `� In BUILDING "D" �Ip I I EXISTING } >
OVERFLOW EL. •49.9 •. ,I ' I S' STORM DRAINAGE c2t2 tV `/ :1.3xa WI t_ '?%' a9.90 / F.F. - 50.00 I
,g , , _ _ 1 66 VICINITY MAP
25' COI.6711a4 ORNE\MY IX A - - _ + - �.0 \ CB 47 TYPE 11-54' I FROM ADJACENTUJ
S1601T EXIST.PVAR.WIE7E 910IN I 46 TYPE 1 0. EXSTNG LF 8' sD DEVELOPMENT N z � W
a MATCH NTH NEW PWINfi I '/' /� •'Mh46 49 7 TO BE V 1 i \ F�DET SHT.) I TO TF£ EAST mom, o
> �- �%L 1LE1 ye RIM •46:Se 50.34 .. - \` I _ '., .. /./3% 1 v/. ���� u Q W
REMOVE EXIST. 10' SD 1 m :S , /. /� ,E- 45.2g n5'w I \ LF -44 l- • ' ; , - L/ / SLOPESTURBED AREAS F FACE SHALL BE ON
s.' 2t 45.19 n5' t ' ARMORED WITH 4' - 6' 9r3;
EX. FIRE ° H+ E r. ' ce R5 TAPE it
AT t bF. -WE-4 W I _ // '- m Z
HYD. A o + HEADWALL ,I " _ 3 RIM 48'� `?) I 1 �I�.E. +L84 6 • SWJ �'., _ r QUARRY SPALLS p� CK
GUARD I e' 60 �P; 1 %.� A LE.LE' • 41A45 n2' fl \` r / i �aE_ =0611ty W RDGE N M �'19" W. ��7.�r, / �ad,m�ar V POSTS I A9• .t I 5070 _ y� - - - - O
SM€D I.E. - 43.65 n2' Sl - -.�----.�--- SO,�ID /G�� SE BLDG. SETBACK
EX. WATER I �I _ --- SDR 21=PVC'O I% MIN. F ---a,- rrrr,cn ��? N LEGAL DESCRIPTION: _ o y (� W
VALVE I I -{ ' BUILDIIN DOWNSPOUT CONNECTION 1 TFTF, __. Wn., Z
TO STORM DRAIN ------- r GUIDE ON SOUTH It EAST SOES.
mAm EXISTING BARN 1 r • / 1 4�hREFFE'R TO S FUCTURAL PLANS FOR GRASSED AREA A trace of lantl being a part of Loes 2 and 3 0£ Shore Subtlivis ion No. 7-87. u F,
I I le 7" I 1 �P 1. .-47et DETAILS a. DETAIL, ON THIS OHM 7 AFN 8808010138, King County records city of Auburn, King County, Washington, vion - _
1 II I s I' F.F-PO-00 TO BE REMOVED I i OR SHALL DIRECT DRAINAGE and being more particularly described as follows-
1` 1 TOWA S NEWS" 37�
I- I CB 041TYPE I I " I 1 m INSTALL RIPRAP PAD AS SHOWN. ALL WORK SHALL OCCUR BEGINNING at the Northeast corner of said Lot 3
I III _ Its -�49'60 .1 BUILDING
"C" 1 N ( `- WITHIN THE PROPERTY BEING DEVELOPED THLHm along the East line of said Lot 3, South 02' 40' 36' Wesc, a distance
I • 72 1 I ' /E- 00 (/2' I_- j- _ - - - -F�i!+pr•LSL _ -J I4g,�jD 'V` /.\ of 268.62 feet m the Northerly line of 37th Scree, N W
I _ �Y� I LE.- 4 05 02' _RIDGE _ t.3.3Y� ,24 MAXwvi�ro THg11Ca along said Northerly road line the following courses and disunces:
1 i/ 4 -� 47-- 50.40 3I 49. RMPOK LIE North as- 21' K" Vast, a distance of $8 95 feet-,
0 �s• 50.00 -5Q,a0 ` �q THENCE South O3' 38' 06^ West, a distance of 14.00 East;
POWER POLE I 1- 1 610 \ THENCE North 86' 21' 54' Wear, a distance of 175.72 feet to a point of
EX) BILLBOAR [ 1STIIIG I \ curveWre,
WILUMINAIRE I _1F NEW ASPHALT 1 LE. -464& 45.79 THENCE on a tangent curve co the right, radius equal
LE- \ 1 PAVEMENT I �? I ` ar g go to ature feet, through an �1
i I( 45.3 c distance of 46.95 feet co • point of continuous curvature, sale point
S- U/LT LIMITS OF Mi. ILMTS OF MAXIMUM SURFACE being on the gueetly line of Yasc velle Hi h p O
1 ` `\ THENCE leaving 37th Street N.Y. and continuing along the Easterly line of West III
NOTE, - r / p�1p B� �� S A E DETENTION ! DETENTION PONDNG (TYPICAL) Y Highway;
STREET WIDENING, INCLUDING STORM DRAW, I ; I \ \ - ' /I \I1-COMCE'OW1116 / \ !TYPICAL/ �_- ---J CD
/' EXISTING FENCE Valley Highway, the following courses and distances
SANITARY SEWER, SIDEWALK AND RIGHT-OF ,L w C - AND M-0 40 - -� -- - -- / Z Aa
it I X / 1� ' -��s R - I CONTINUING along a curve co cYe right, radius ` v,
WAY EASEMENT WILL BE APPROVED AND iu 1 B g equal to 919.90 feat, through an \
CONSTRUCTED UNDER A SEPARATE PLAN - I W �g J 150 A� r ' 1 LIMITS OF MAXIMUM ^ / - _ 50.. / arc distance of 144.83 feet to • point of tangency - Z
AND PERMIT. REFER TO STREET IMPROVE- So.30" p SURFACE DETENTIONTHENCE North 01. 46' As- East, a distance of 180.94 feet; W..a
_ 1 POIDNG (TYPICAL) r r--
MENT PLANS. I TxDrce leaving aid road line, South 88' 14' 19^ East, a distance of 428.77 I's- Q
O .,,,.ram/e .' ' 1 ct J y feet to the East line of the aforementioned Lot 2; r
1 N ""-'-'7- 0.30 I /^ (' O I EXISTING i
AREA I M q TNBICB along said Eeec line, South 00' 42' 38" West, a distance of 79.92 Get
EXISTING FENCE O" I ' \ \ �I " 1 ( i GARAGE to the Southeast corner of said tot 2 Y7-'•
I _ - _ `� �I�'I� \ \ 50.10 - 49.90 I �l , \ THENCE along the South Line of add rot 2, North 88' 14' 19` West, a distance O Z
I 9 PROPOSED 1 1 50 0 t"' ly 19 TYPE 1 of 117.20 feet to the POINT OF BEGINNING, a
DITCH EXISTING DRAINAGE TRASH �LOSURE / / •(i I i __ 9 -- RIM -M,4p 49.20 Above ribed parcel contains 1U,281 �y
, �+••'� . -� / I Iq / 12T ♦\ m t, 1. N LE. -46& subject toall easements, restrictions, conditions, And 2reservations nofis M~
6YY
-4B6-LF 12' SD i `I g LE.• 46•15 !6' S) record, if Any.
• I u]ry i \ ♦ ` SOB 21 PVG 13. R LEA 46.16 (12' WI
O We 00 0Y60" ( VY 3 },A _ 0.92% • 1 > O LE- 46.05 !8' N! Z 3
R as 016.00' _) 1 CS !3 TYPEi' ♦\ +.rk I I� zf L + BENCHMARK: Z mi
t RIM - 444G 49./5 ' C l 1 ,e
L as 144.63 `A r I.E. -46.446 I a A G av =
'W TVA - I -1---�7 LE= 96.30 fI2' SEI ^30_p ____ - -._.._� O U,I
l.E.- 4- - 6 7�p J D.S. tTYPJ / I
NAY RO IMPROVE L, PLAN', I g 2CB E) TYPE I - I Z f"--- Chiseled square in concrete Guard rail wall at the cast end of the bridge (37th Street NW over SR-167) N
SHT. I OF 2 FOR NEW STORM I r -- ,a9�90 RM -.4g,4p a9.21 ,(/ tq Elevation = 74.76 QI
DRAIN AND CATCH BASIN WO. i i `. . 1 20 ` LE. • 46a4 4L33!l2')BUIL61NG "B" F.F as 50-90 \� �� .� ( Ip LLI
L _ Chiseled square in concrete guard rail wall at the west end of the bridgeWall
I w I 4 s - 6' SDR 21 PVC • I% MM. FOR DOWNSPOUT 5000 Sri 5 Dp I EXISTING Elevation = 74.93 8 � .J
o -�'74 CONNECTION TO STORM SYSTEM _ _ HOUSE
�t 9,.+s 4s CB W2 TYPE -4 W
I d r,.J� ryJ. '. ARM -49AO- 48.91 21' 1�
50.00 0 ". I.E. - 46.z4 C11 44 TYPE I To v T i DATUM: m
LE- 46.6918 E/ RIM -49AW 49J7 ra ,
rn I.E.- 46.76 !l2' NW) UL • 4744- 4722' -
g A ♦ J aJ X EXISTING GRAVEL \ City of Auburn
$, w \ - ,` ' 2rQ�♦ �aZ , ��l y 1 DRIVE I \ C
HEw T 5 WOE E ' 1 C' 50.00 so oD 9.SO Ce 442 Type i ZONING: LL•
1 50J0 / �o - t RM • 46A3�49./2
EX. LAMP \� 2% yIT LF✓Y�� C 0.65'A( � s,C4990�� • r't e'0 �• - - LE. •47.6E 47F07 M-I IMANUFACTURWGI
POST 1LANDSCAPING - + 12% •��% SAN. SEWER M.H.
I AAA -'� - A7-- / 1 9 1 -'. EX. IM EL. 4g 50 ' 6 <
EX. ELECTRIC .,� ____ , 9 ADJUST RIM TOI49.78 3 2 O 2
VAULT 1 53•� �� 1 50.0� t�� / EXISTING ELECTRIC VAULT SURFACE DETENTION PO S(PONDS o �'
0 - 70' 06'S0" Exrwtl6m cDNc. CURB ( M a� / _ 50. NUMBERED E CATCH B INS) ° N e
R . 34,Q PER gi.TK SNT. ITYP.1 g 4990 -\ASPHALT
EXISTING'ASPMALT DRIVEWAY
L m 46.Oi' EX. -I \ AROUND PAVING Or I /_ EX. TELE 49.90
STREET LAMP I J-BOX .� --------- / I Surface Area = 1,860 s.f.
N 66 . 21'54" W X. l8' S Ex. DIRECTIONAL
VALVE III Xa2„� -� - -� _N _ I\ STREETISIGN Volume = 310 c.f. a
-- �1 --�4~8 2. Surface Area = 3,013 s.f m �I N
PR,Ormy--Su r 95 i �\ 9 Volume = 502 c.L 5 t a �I
LE• I �R I . . �_-..,.•. . .s;' • °'ri^ i X::Ph' 50 m g 3
A1KIf \2 ^�/ E �0�_ E%. CURB TO I NEW LAMP POST W/ .a 49.25 9. INSTALL' J-SOX (SEE DET. SHT.6) 3. urfece
EGCaF Cf � It ELECTRICAL REMAIN 400 W. LUMNAIRE s • r " lame = 410 c.f. -
rap(INb J/���bq' VAULT 40' CURB RADIUS a + a _ N Qa E 40' S (DIM *A' - DRIVEWAY ENTRANCE (TYPE 'C') PER CITY ■
I EXIST. POWER POLE V.' trRLW4VE EX. CURB y' ` h'y ` • p 14.0' �, STDS. (DIM 'A' • a5'1 09 4. Sur a Area = 2,065 s.
Volu e = 344 c.L = YI
N/ Ll1MMAMIE SS 48 �' �FY, STOP SAWCUJ�X. CURB 8 My)TCM LCONDUiT SEESHT. SA �R, �M m I' N9�4 EX. CB / DRIVEWAY ENTRANCE SHALL PROVIDE THE PRIMARY OVERFLOW N
rG RIM - 51.04 /1 WITH MEN' CURB _ / I „ FOR SURFACE DETENTION . (TYP. FOR 90TN DRIVEWAYS . OVER-
RIM 5. Surface = 1,981 s.f. IN
PA CL I LE - 42.4402' SWI I / EX TELE. RIM - IKIRS 4 FLOW EL- 49.90)
!/! BLW4RTCN I.E. - 37.3902' Nll1 i� / \ �- -' � II I.E. • 47.1b
i e Imo . LE - 37.30 O8' El \ " CONDUIT SEE SHEET 5A Volume 330 c.f. wasIN
C1
/ 1 EX. SS MIN �EX. PWR. EX/12' SD_ _ _ __ ___ ___ _ M V
1 RM • 48.68 POLE ( ��+'�_ _ :_ __ _- _ 6. Surface Ar = 3, S.f.
1 _ __ __ _ _�_
o a , \ ` EX. F.M. ` 10
, LE. • 37.07 \ err „ Volume = 5 c. y °,
#4 � 1f�aG1.0. _ peRP-r_ _ __ 44 _ ____EX.I2'W - ___�__ _- _ _�__1�_ _ �.CB __{X.12'W _ _ ____ __ _ _ __ __ _ _ _ __�- 1-EX. CB_ _ ____EXJ2•W _____ LEGEND: VOp - SEE DRAINAGE/ �
8. Surface Area = ,410 s.E DETENTION CALCS p►EX. FIRE HYD. \ ri` RIM - 4955 RIM- 49J0 O
1 - �� WITH GUARD \ ri Volume = 735 c. FOR AS-9UICT PONDING C a
0�P rr I.E. - 46.4 I.E. - 46.3
POSTS \ \ ` 48--- EXISTING CONTOURS `
9. Surface Area = 4,0 s,f. C m re
' '� •F.ryy END EX. 8' �j -49.41 __---_--= LIMITS OF SURFACE PONDING 6_
a - rrr 4 SO I.E. - 46.96 I.E. - 46.46 Volume = 1 c.f. C m
.•_;.• >_•' \ - ^ K M K EXISING FENCE
Is XrI% A.C. WALK SHALL r, 10. Surface ea = 2,750 s.
a REPLACED - ---tom EXISTING SANITARY SEWER C C
WITH NEW 7.5' WIDE Volume 458 c.f. W c
\ CONC. WALK. --
PERFORATED PIPE 6 --==D== === EXISTING STORM DRAINAGE 11. Surfs Area = 3,350 s.f. CIm
66 M
(TO BE TIGHTLINED TO WEST, �(r
•.' A 'm ' R1CLL-91` 4 SEE PLAN VIEW) x. CB seems PROPOSED STORM DRAINAGE Volu = 560 c.f.
c
• e . 6 RR Nt'}1 LE. - 46.0 ALONG EAST RIM - 31,B1 A�Hfj� PAVEMENT fPROPOSEDI 12. Surf Area = 3,2zo a.f ~ C > x
5,\ _lall i SIDE OF BUILDING I.E. - 4T.28 S me = 537 3,
.11
2 0• 4 • 6• 4 �* CA'7.1T � - EXISTING TELEPHONE LINE ' .- 4A
T_.� I=-,...'r TO- I!Gmo IUQ% SPOT ELEVATION (PROPOSED) 00
oral Volume Available = 5,455 c.f. C In
�X.�ANK � � � 1•ix FLOW DIRECTION (PROPOSED) FAC• #OD�S-9D ' C 0
C
(SLOPE = 2.5,11 PLR! L*r a Q' GRASS-LINED SWALE M O c
---'-'�------- EXISTING WATER LINE on C O. a
' ...•tee
• � CONCRETE WALKWAY • n
SECT/ON A-A e � so
EX7ENpED FOfJNDAT/dN �F-T NOTE: a I ItAf^`COWAS cy Wass Wass - AS BUILT LM6TS OF SURFACE PONONYG A P P R O V t D
"TaESE PLANS ARE A41-�00L �t E:
DEPT, OF 611J�1-C WORN f "
1VOTE: REFERTOARCNlTEC7URAL APAW/t tG5 ]INFORMATI]ON SG,�®°�`N 11A Y, CITY OF AUBURN •sS
FOR D_ A R 17 gURAL 1>eA/ WALL,S REG��EOTS IE�30STOP0 � FO P[� BMG-NEERINO DEPARTME� ,,Z = CM
c
g ND TYPICAL Foc0TiNcr3 AS OF TaOS DATE: oo PARCEL #158260-0090 ' i� ;1 j
12 APPfa'ED 9 -5-� `o ��y�1/�� w
eas ass STAMP ♦'J �
90 D I :53 SHT. I Or 7
eI
TEMP . EROSION / SEDIMENTATION CONTROL PLAN P FPROF. BLDG.
N. FLR.- 50.90
Q0:INSTALL, ',l I I I
TE►P. EROSION CONTROL POND I I J Q
- BOT. EL. 0 OUTLET 45.3 1
16 4.F. EL. • 47.5 t I 1 l 2 ,
AREA OF DRANAGE TO POND • 2.7 AC. �i I Z J W
_- VOLUME REOURED • 1800a11Ae. x 2.7 ACRES 4880 el III I I EXISTING FENCE 00 }
i INSTALL, VOLUME PROVIDED" 5000e14,I
EXISTING FENCE- INSTATEMP. OUTLET CONTROL �- , -- -- � , I EXISTING DITCH EXIST. GROUND Q
1 - _ - -_ ___ _- _ -- ,-
'r STRUCTURE PER DET. THIS SHT. - _. �-�-(' -EX. Couc,.-.PAD ~
5 SECTION A-A W IX
O a,x 2y MAX. »> a
I I.E. 45.30 1`X� / l OF. I 9IDE8LOPEr w P 4G.8 _ - W
$ Be*S 41 E 421.77 I I I SCALE• I' - 30' HORIZ. EXTENDED FOOTNG m W
-- - .-_ Y I' - 3' VERT. PER ARCHITECT PLANS »>
ti
PROP. BLDG. Fa+ } O.
PROVIDE 25 LF ITEMPJ ' I� �� t_ _ III FIN. FLR. • 30.90 a U6G Z
12DISCFM,RBE INTO EXISTING I -- f� .__ 2q MAX. - '24 PROPOSED BUILDING _ �T, B 11'' II B a"a"a' Q O
1^ 30' DITCH. NBTALL RP RAP I 2i MAX. ISEE SHT. I OF 4y illl ON } W
PAD AT OISCFIAROE POINT. I g STING BARN BOTTOM OFI POND ' \ �{VII I I EXIST. GROUND >>>>I a } J
INSTALL, Nat 0 0.5%TTO SLOPE I \ 101h11 . . • 42.84 t _ J
TD4.ORARY CONSTRl1CTXN! m I Ir II EXISTING ,x�-]J1 Z a
I N t 8' STORM 11 - W
ENTRANCE PER DIET. THIS 1 >2h PROVIDE BERM WIT1#1 PROPERTY ma0ao IIJ }
SHEET. I w u _ _ - _ - - - - - \ TOP SC SPALL BE MN. 48.0 1 r' I` DRAINAGE
1 E%. ttEADw 1 I SIDE-SL�ES SMALL BE MAX. 24
�� SLOPE
ia ram u 0 W--OpQQp' I f/ /
GUARD E� I O\ .I \ 1- _--1 I \ I( f Q m
POSTS e 96 1 EX. s\a- - v N SS 14a�9w W. 117.20' I 1 Oa1 .
I'' . SHED - - - - - - - - - - - - - �► A SECTION B-B / may q .
E%. WATER I /• I r 4� o
VALVE 1y", SCALE, I' 30' F10RIZ. 1 42.8 L '-
I ^' J I' = 3' VERT. tom- rot'"
' 'I I EXISTING BARN
I I a / I NSTALV "aa i
I' I I SILT FILTER FABRIC FENCE TEMP. EROSION / SEDIMENTATION CONTROL NOTES:
INSTALL, I IiII � D ALONG PROPERTY LINE
TEMPORARY 'V' DITCH BUIL
II / I (SEE T. I OF 41i PER DET. THS SHT. t An limits of clearing and areas of vegetation preservation as prescribed on the plan shall In,
PER DETAIL THIS SHEET I 0 / t__ _ _ - - - - - - - - - - - - - - - - J
/ / \ clearly nagged in the field and observed during constructed.
47 2. All required clearing
imenuti Cher cons conionl facilities mull ed mnstructetl and in ri no[prounim.r prior
I n y to land clearing and/of OIhLY construction to insure that sediment laden water dgCS no[ enter
,qp II f
9 LIMITS OF CLEARING ALONG the natural drainage system. An erosion and sediment facilities shall be maintained in a
-1 w It EX. ILLBOARD E ISTING I \ ROPERTY LINE satisfac tv condition until such time that clearing and/or construction is coa lctW andrQ a F NCE / potential for on-site erosion has passed. The implementation, maintenance, replacement and al
/ I milliliters to eosin sedimentation control systems shall be the responsibility of the Perri 0
m
t < I PROPOSED BUILDING 5. The erasion and sedimentation control systems depicted on this drawing am intended to he 0
\ (SEE SHEET I OF 4) D (SEE SHEET 31 W OD
I 1 D I I I / I - -EXISTING FENCE minimum requirements to mat anticipated site ies willons. As cony to Ensure
progresses and
F- I unexpected or seasonal conditions dictate, facilities will be necessary m insure complete siltation Z
gyp K I �t / STORMWATER RUNOFF FROM THIS control in the proposed site. During the coarse of mmtruction, it shall be the obligation and "It
0
ire w ,fit �yg OFF-SITE AREA TO THE ON-SITE responsibility of the permittce to address any new conditions that may be created by his J Z EROSION CONTROL POND DURING a at elmlies and to prime add additional facilities met and above minimum requirements as may be
EXISTNG CONC. / / r-- CONSTRUCTION. he rded to protect adjacent properties and wale,quality of the receiving drainage system. O
00 II FOOTING AROUND lV I V
' I SILD O I EXISTING n. Approval of this plan is for erosionAedimentation control only. It does not constitute an ei F•
EXISTING FENCE - I /o GARAGE approval of smrm drainage design, sire, or location of pips, maintains, channels of retention Z
1 I / facilities. i W Z
EXISTING DRAINAGE T- - I' V 7 I I ` 5. All streets shall be kept dean in a manner directed by the city engineer //yy O =
DITCH W IX a
6. Fill will be plac.d on existing natural ground. ,w (A
• , w VIEV�I Q
IM
R . 9 8 90'� - J4 / 6 NOTE: GENERAL NOTES: Z Z 3
144.83' 1. SEE SHEET 1 N 4
L AZ Q -r
ao. �l'' / FOR PERMANENT DRAINAGE = W
_ SYSTEM LAYOUT BE 7
I� = f GRADES L All workmanship and chemicals shall conform to the City of Auburn s requirements and IN 1 specifications. 0 '
DURING ON-GONG ACTMTES CONTRACTOIII > i 2. ALL VEGETATION SHALL BE 2. Standard specifications shall be, 1981 APWA as modified by the City of Auburn. II) J
SHALL PROVIDE POSITIVE DRAINAGE TO I LL ' EXISTING STRIPPED AND FILL SHALL BE GD
p 3. A copy of these approved plans shall be on-site during con,lrvcion. J
TEMPORARY EROSION CONTROL POND i PROPOSED BUILDING (SEE SHT. I OF 4) HOUSE N PLACED AND COMPACTED PER W
SOILS ENGINEERS RECOMMEND- a. prior to,mating sanitary
st,we the contractor shad can one can (1-Sol an az Aceisi) for utility m
I W ` 1 ATIONS. locations, rater,sanitary sm,¢q storm sewer, gas, power, telephone and tdcvision.
LIMITS OF CLEARING L SHALL -_- - 5. During construction,contractor shall be required to control on-site s,onsommer mean by using
BE ALONG PROPERTY LINE # W temporary amsion/silmtion control procedures. No sediment laden storm wmer shall be allo.,rd
Nq2 I EXISTING GRAVEL to discharge into the City of Auburn's storm drainage system or adjacent ro c t L•
'¢7 DRIVE B ry g Ys i P P ry r.
1
U.
EX. LAMP fi-
\ l CONSTRUCTION SEQUENCE:
POST
1 • o In 0 Q
EX. ELECTRICI- - i - w _
r w VAULT II 1 - \ - 1. Construct parameter ditches as required. 6. Fill site to required grades. Refer to sheet I. ,°, e
0 79 08 50 EXISTING ELECTRIC VAULT Approximate quantity of fill required = 14,000 c.y.
R 34.0• _ 2. Install temporary construction entrance. _
' EX. TELE. EXISTING ASPHALT DRIVEWAY 7. Maintain on site retention doting trading and fill
L 4E.95' T _ _ _ operation and until permanent drainage system is installed.
STREET LAMP ;. Install mirafi filter fence as shown on plan.
\ N BS 2754w W E%, EETISI ONAL
EX. WATER 1 L l^ X. 18 1 STREETISIGN cD Y m
¶ l2'W" _- - -BB.90r �- - J. Install detention system,
fu
VALVE Ex. 1i�T'!1'64" W 170.7 I ' _ _ -9B
SS NI
3. Install footings t �X•it- X. NC - -Elf- -Elf EX. EDGE EX. P.P. $O north sides o east,
f bldg. : south and 5 + o
12 ^ / EX. I n INSTAt_I_ 12' DIA. CMP STAND G t] U < o
xF% /•ro ' 11 ELECTRICAe w p N 03- 34'06w E PIPE WITHIN 36' DIA. STAND 0
PIPE. 12' SHALL CONNECT TO 6
+� 1 V ULT '� 7 t h S t r e t N . W. ,I '14.D' 12' OUTLET AS SHOWN g• PUBLIC RIGHT-OF-WAY
f O '/ a
Ex SrOP 6 `t 0. a Will cy r� 36' SHALL CONNECT TO 12' 1111110
MINA
/ ON THE OUTSIDE OF 12' CON- a s c9F=, 1
98 i ION ��- b , rv4 m" 919 EX. CB / 12" CMP 1 ___ 1__- Ni .l. C N
EX. SS MH C II a
RIM • 31.04 (SEE SHEET 3) Kt' RIM • 49.20
LE. • 452.4 ll2' SW) - I / / -- \ �EX. TELE. ul , I.E. 48.0 O
LE. • 37.59112' NW) q0 I / 1 ' EXISTING DRIVEWAY RAMP 1 N
I.E. • 37.30 118' E1 / 11 EX. SS MM am
OLE-� 1 E%-B--� SD E%. CB EX.12'W 1 1\ 0 GRDUNy � -OR 517E ACCESS ROAD M y
0 0 T RM 48.68 \ _� 1 •' q _ -_ __-_ __ _ _ __ __ _ _ _ _ _{% _ __ ___ ___ '____` _-_ EXIST. y_°.y,A. I�
EX. PWR. _ _ _ _ _ _ _ _ $� ` N N
QQom�,� ' I.E. • 37.07 /• "
+H _ ____EX.12-W - -_ -_ -- _-_ -EX.12'W
-EX. FIRE HYD. \ ,p n` / O 3Im
WITH GUARD \ i I.E. - 46.3 O o C o'
RIM 49.33 RIM, 49,10 �y� r ,�6�,•�••,, C O
POSTS \ rr�T/i I.E. 46.4 .r
N
END EX. 4RIMEX. CO
R • 49.41 USE 2' TO 4' OUARRY SPALLS OR
�•i / SD I.E. • 6.96 I.E. • 46.46 CRUSHED
ROCK F R SURTH FACIN
G
AS m
\ PLAN OF = 47.30 (36') SHOWN.NOT ACCEPTABLE. FAC. # 0015-W rn
IA. N A H SI F STA P THE 50' MINIMUM LENGTH SHALL BE W
FILTER FABRIC STAPLES OR \WORN
• 14 GAGE HALL DRILLED INTO Ie- CMP STANDPIPE LENGTHENED AS NECESSARY TO INSURE 'n
MATERIAL, MIRAFI WIRE RNGS ITYP) ED WIRE FABRIC NEWLY GRADED OR 0 EL. ' 45.50. TO CONTROL THE RELEASE I"0,TYP AT l C-C MATERIAL IS NOT TRACKED INTO THE p p p R lO r p C W 3
140, OR EQUAL UAL DISTURBED SLOPE TO ITS PREDEVELOPED RATE. 10 PER ROW PUBLIC RIGHT-OF-WAY `-
LEGEND:
TOTAL 40 WPERIEITHIN
I) CI6 FJWLIO wOR1Ca �. c
•i NO PERF. WITHIN DEAD
--- 50 - - - - EXISTING CONTOURS ,0 2 . 2 • 19 GAGE r STORAGE LIMITS CITY OF AUBURN � m v
••• - TEMPORARY 'V' DITCH -�- FIWtER FABRIC 4 / I ° TEMPORARY CONSTRUCTION ENTRANCE M ` x
o° \ NTS 01GitNERRINO DEPARTMEIDi
I' MATERIAL b
TEMPORARY CONSTRUCTION ENTRANCE 2- • 4' DOUG- t
I 1 t 2"-4" WASHED ROD(
n h LAS FIR OR o t o o GRAVEL CONE ,
FLOW DIRECTION u u 11 to
1` 112' WASHED EOUAL I ° E� N
EllII II y 11 in GRAVEL AVEL OR PEA L- I I \ ;
PROPOSED STORM DRAINAGE - - - u \ er
-------' EXISTING STORM DRAINAGE =T ii to /
I I I fV RI 00 �p� Inn 119p/_ IIc111=111- ll�ll� 11 CL
N
( + RIP RAP PAD "-:-s-_ -- i1 -ice _ _ - T_ - :o u I I I pW ' "� FOND -/i a/ seal /y a.
8------0 -0 FILTER FABRIC FENCE i i I i -� "' g• o I/ 0 I 0 o ranBfM 2:/ f y.t O
yT,o o 119u`1 \, If
tlo f
` 2' • 4' DDUGLAS FIR _i_ _ __a •:: f Q
AT 4' D.C. BURY BOTTOM OF FILTER I ` -- w
ELEVATION B' • I' TRENCH TYPICAL CROSS SECTION I TEMPORARY V DITCH
FABRIC MATERIEL ON "Via
al• 4'-0" CDNCIl PAD f /A
6' MIN DEAD •. i �I
C STORAGE NTS •♦g, IF /
ELEVATION -
SILT FENCIK DETAIL. al _5-90 0 � � aI
NTs TEMPORARY OUTLET CONTROL STRUCTURE o N
NTS STAMP M 111
90 D 11.33 SHT. 2 of 7
134122
GENERAL CONSTRUCTION & STORM SANITARY SEWER NOTES
DRAINAGE NOTES (UNLESS OTHERWISE NOTED) EXTRUDED
CONC. C
1. All construction shall to in accordance with the standards of the City Of Auburn and The 1. SEWER LINES. Sewer lines shall be laid to the grades and elevations shown on the drawings
standard specifications for construction of water, sewer and street appurtenances. A copy of and shall be constructed in conformance to Section 61, 62, 63, 66, 67, and 68 of the "Standard Y2' 6'
these specifications shall be obtained by the Contractor from the City of Auburn prior to Specifications." _3' MIN. _ J 50.0
commencing with Construction. Standard specifications shall b , 1981 APWA as modified by City NATIVE
1 AS WILL BE COMPACTED USING Y
N SOIL OR SELECTED MATERIAL 7
of Auburn. 2. Contractor shall obtain a copy of The Developer Specifications and Design Manual from the City Z Q
AS DIRECTED BY THE ENGINEER.
of Auburn Public Works Department prior to any Construction. These specifications shall ntkc �� o_
2. Locations of existing utilities are approximate. It shall be the Contractor's responsibility to precedence if Conflicts occur with design specifications. DOWNSPOUT CONNECTION TO DRAIN TO BE MORTARED /dsy 3' 3' d
determine the true elevations and locations so as to avoid damage or disturbance during AND MADE FLUSH WITH INSIDE WALL 'f EXIST. jW
construction. 3. Minimum slope for 6' side sewers shall be 1.0 percent. - - OUND a •„J I-
JOINTS TO BE IN ACCORDANCE WITH A! 3 o Q
3. Print to slatting construction, the Contractor shall call ONE-GALL (I-8W-024-5555) for utility 4. Side sewers shall be installed, where required by (he engineer, using SPECIFICATIONS. I,t using commercially manufactured .P. >33 Few
locations (water, sanitary sewer, storm sewer, gas, power, telephone, and television.) toes and shall be plugged with watertight plug. All joints shall be approved rubber gasketed v W W W a` O
GRATE-SEE DETAIL THIS SHEET R: ¢» W
joints. (The location of side sewers shall he marked at The end of the line inside property by a I" �34Y-+ s�
4. If am conflicts arc found between these plans and specification of the City of Auburn, the pressure treated 2 x 4, four feel long buried in The ground a distance of 3 feet. The lower end 2" TO GRADE �•r p•I• f»
engineer shall be notified prior to continuing work in that area. shall have a 2 x 4 cleat nailed to it to prevent withdrawal of The stake. The exposed 1 foot O
shall be painted traffic yellow and the depth to the side sewer or tee shall be indicated in black / e BOTTOM SCALE w¢R Z V
5. It shall be the Contractor's responsibility to coordinate his operations with the pertinent utility paint on 2 x 4.) In addition, the letter "S", 2 inches high, shall be neatly imprinted in the lop 5 : 6' PVC ELEV. I SECT13N � a-aa
companies (o insure satisfactory completion of The project. of the curb before the concrete hardens to designate the side sewer location. 14. DNLi = 44.7 coo Q }
18" CONC. (SEE DETAIL)
HYDROSEFD SLOPES OF NEW FILL PER CITY \ 9nn lu
G. All catch basin grates shall be adjusted To final finished grade upon completion of paving. 5. Sanitan sewers shall be air tested in accordance with "Procedure for Air Testing Sanitary . _4" MIN. -YIP. ALL AROUND ALL ALom ENTRE >>> W J
Sewers" in Conformance with "Standard Specifications." The Contractor shall furnish all required 0"2,0% SWILE AREA. REFER TO LANDSCAPE PLANS arc¢ I- J
7. During construction Contractor shall be required To control on-site storm water runoff by using testing equipmcm. All connections to manholes shall he plugged during the test. FOR SEED AND PLANT MIX. O Q 4' CEMENT CONCRETE
tempnran erosion siltation control procedures. No sediment-laden storm want shall be allowed (L o, >
to discharge into the City of Auburn's storm drainage system. 6. Location of side sewers shown are approximate only and may be changed as required during DRAIN DRAIN TO CB) SECTION E-E x�� < Z
Construction upon authorimtion of city. Contractor shall notify engineer when exact locations GRASS-LINED SWALE
S. Extruded concrete curbing around parkinglots as indicated on the plans shall conform to are determined. OIL` i
�_=
APWA standard drawing No. 24 unless otherwise approved by the engineer. DOWNSPOUT TIGHTLINE TO CATCHBASIN NOT TO SCALE W
7. Contractor shall obtain any necessary side sewer permits from the City of Auburn prior to NOT TO SCALE (�
9. All areas disturbed by the Contractor during construction and for which no other restoration is construction. o33, la
planned shall he seeded for erosion Control within 30 days. O
8. It shall be the Contractors responsibility to insure That no conflicts occur between sanitary arm
10. All required landscaping shall conform with City of Auburn Zoning Ordinance Section aCwei lines and proposed or existing storm lines prior to construction. Ica S ••
No. 18.56. teat to
9. All PVC shall meet ASTM D-3034 SDR-35 specifications.]l. re unsuitable soil conditions are found doling construction, additional sub-basc material may be P 1`7 ' f'
required and shall conform To Class "A" Specifications as modified by The City of Auburn. MAX. DESIGNED W.S. 12' DNA. STANDPIPE TYPE 11-54' z
EC . - 49.90
12. Contractor shall coordinate his construction activities with the pertinent utility companies to ROUND
insure water meters, telephone vaults, etc. are brought to grade prior to construction of sidewalk SOLID +COVER MARKED -DRAIN-
and driveways. RIM ELEV. = 50.50 PROPO - 0(ZT�eT
23. The city of Auburn has established typical Trench Excavation and Backfill Drawings to be used
13. An approved copy of these plans must be on site during construction. for the Installation of ulAllss. Refer to these drawings for details before starting construction.
14. Refer to site plan by Freiheit F Ho Architects, Inc., for detailed information regarding building 24. Certified As-buill drawings are required prior to project acceptance. Refer to "Certified As-buill I W CB OFFSET TOP S AB �7
dimensions, offsets, curb radii and landscape details. Requirements'. A JUS M _ I - ROUND, SOLID COVER
BRICK (MIN.) STANDARD GALV. STEEL
25. All constructlm surveying for extensions of public facilities shall be done under direction of a _
15. Detrimental amounts of organic material shall not be permitted in fills. Except as permitted by licensed land surveyor or a licensed professional CIA Engineer, v � t Is• W
the building official, no rock or similar irreducible material with a maximum dimension greater S.D. Z qq
than 12 inches shall he buried or placed in fills. All imported material shall he imported gravel, 26. During construction, all public streets adjacent to this project shag be kept clear of aY materlai
deposits resulting from on-she construction, as directed by the city. WCAP RUBBER
Class "B" bank run or better. - STD. TYPE -4 C.B.
16. Datum shall be- City of Auburn. SECT( N I SHORT P S. \ Y CD
SECTIONS AS (- 0•
REOUIRED (LUBRICATE BOTH ENDS) \5. Z
17. If deemed necessary by the building inspection, sedimentation/erosion facilities must he in A.C. OR G.P.K. �/ Y
ALLOWABLE LADDE STEPS
operation prior to clearing and building Construction, and they must be satisfactorily maintained . , MANHOLE ADAPTER W C .4DIFFERENCE IN 2
until construction is completed and the potential for onsite erosion has passed. Construct ELEV. - 3.0' •;0 a
temporary ditches as necessary to channel storm drainage into control pond. ACTUAL DIFFERENCE MIN. Iv 12' S.D. (O.ALLOWABLE 1.04 CFS) 146'__ PROPOSED CONC. N W
DISHED CAST IRON GRATE I-
is. During Construction, all city streets adjacent to this project shall be kept cleaned of material WA • z
deposits resuhing from on-site construction, as directed by the City Engineer. g 9�j' CB #7 - PLAN VIEW Z > >
19. The Contractor shall install, replace, or relocate all signs, as shown on the plans or as affected 7 76 LE. - 45.31 SCALE ' 1' = 2' `- = W
by construction, per the City's standard detail. 6 LE. = 45.31 LANDSCAPE BERM nI N J
20. All downspouts shall be directed into the storm drain system. m PVC TEE WI FIN. FLR. W
RUBBER GASKET EL. - 50.90 PIL NIA m
JOINTS FIN. GRADE I CD
21. A pre-construction conference shall be held with The City prior to construction. PIL EX.GRAD
8' RU R GASK T
__. All storm drainage pipe shall he reinforced concrete per ASTM C-76 Class IV with minimum uI PLUG W!0 I ICE HOL t
I hxu of ciner, or PVC ASTM 3034 SDR 35 for with a minimum 2' of cover, or SDR 21 SIZE=4y4'
with a minimum of I' of cover. Downspout connections shall be 6' diameter PVC per ASTM - - - - EXIST. GRADE ;
3034 SDR 35. CATCHBASIN NO. 7 - - --- - -�- -------- TX REMAIN
THIS UNIT CONSISTS OF A PIECE OF
16' . 42' CONCRETE PIPE WITH CUT CONTROL DISCHARGE STRUCTURE 6.
OUT SPECIAL
ACCOMMODATE CAS D IRON
4 6• PIPE
THE SPE FO CAST IRON GRATE IS
DESIGNED FOR HEAVY TRAFFIC. NOT TO SCALE
SUGGESTED APPLICATIONS ENCLOSED
YARD IN PRIVATE RESIDENCES
WATER NOTES CO ENCLOSNCLOS ED PLAY AREAS IN
3, asooL GROUNDS SECTION C-C
SCALE, I• - 50' ERT.
w
v WEIGHTS I' - S' VRT.
N N Z w
'
]. Water shall he constructed in accordance with Section 73 le• CONCRETE PIPE633•
Through 78 of the 'Standard - 54 _Specifications" except that The Gmtracmr shalt make all connections and perform all work
t1 P PA`/EMET 5CCTION >
necessary to provide a completely Operable facility. ,. �•�: -
2. Contractor shall obtain a copy of The dcvdoper specifications and design manual from the City �" - __ . '; ''.r�'• m
i
of Auburn Public Bets O ur with des gn s ci construction. These specifications shall eke W e FIN. FLR. FIN, FLR. FIN. GRADE
prCCCJCnCC If eonfllCT$ Oecui with design spcCiRCalion3. 6• CONCRETE BOTTOM TO BE POURED COMPACTCD SUBGRADE� v
N PLACE PIL EL. - 50.90 a o m
EL. - 50.90 PIL Cos Y 'o
3. Pipe for water mains shall be ductile iron meeting ANSI Specifications A-21.51 of latest {k plpE TRENCH DA ILL a p ¢ m
revisions and shall be thickness Class 52. Pipe shall be cement
-lined, in accordance with ANSI
>>'A"DA•+K RAN bRAVEL. MI I 0 0 0 < o
Specification A-21-4 of latest revision. •ALri/oI[PA= iECTED B.- !. �r•f T I I SE �DETAIL .
PRIVATE YARD DRAIN „TY. , V
4. All water mains shall have a minimum cover of 42 inches. NTS \ EXIST. GRADE - L�/_
5. All valves for water lines shall be resilient wedge gate valves. 1 _ _ _- _ __ _ _ -
_ N
ai OD 5�4� M.V.o. HYDRANT ( - '^o,
6. Joints, except whorl: otherwise required or shown on the drawings, shall be either mechanical Z
holed type, or push-on rubber ring gasket Type, conforming to American National Standard A ,. --� �• 50.0
A21.4. } O e PIPE N W o0
PIPE CEDDIMG ' VrC'� I'
�I Co NSTRUCT G°coNCRETE SLAB, q'+4' SQUARE (2'E.Vf.) p' MIUUS CRUSHCb RACK w• RD• 2� O
PIPE FITTINGS. Pi fittin c shall Fe'tluctile iron and shall hoc the same kind of coaling. aIaI' CENTEREP OU HYDRANT, IF HYDRANT IS _ -�- 4"MIN' SECTION D-D •y y ce
g s: _ FINISH PAVEMENT (DepOINi) .'e( .• 9,r
SET DEHINO SIDEWALK OR ELSEWHERE s.. l2"hew. a o.• J v• O o� + O °a SCALE, I' = 50' NORIZ. --. -- C
lining and strength as the pipe m which connected and shall conform m ANSI Specifications A- sQIN (AWWA "G"600-7 7) _t ;+ r. (OALLAy� o O o a0 6 D D b g� I• 5' VERT. N
_21.10 and A 21.11 of latest recision. e
CURS GUTTER rIPE LAST , 00 m o MIN. 0.5' DEE
he
7. Hy'Jroxtettc TCSLs on the new pope line shall be made in accorclance with the Procedure tar A _np,s _ „„ :. s+oR 2 s HII•'US sEE `rres� DO I H O I ECT
• N•.ERe KE:IAIxED ,cs;D/oR As PIPE DRAINAGE TO NEW C N
Water-Pressure Testing Water Lines" and the latest provision of AWWA C 600, except as I - SCALE- 1' = 5' m�
P =IjIN : " D,RECTED 6Y CIT1 0.0 �Z4" PIPE C O
modified herein. All equipment necessary ro make the cal shall he furnished by the Contractor. a. CAST IRON vAWE Box tax PA.v EPTH CLASS 'B' ASPHALT CID
and The Contractor shell conduct sit Tests under the supen'ision of the cnginecr. Pressure Icsts I - v�IDT NI CONCR M A M N FAC. *0015-90 O) CA
WC r
shall M1c made on all piping and appurtenances installed under this contract, including all to MIL PLASTIC SHEETING re." GATE vACV E 4' MN. COMPACTED DEPTH CRUSHED SURFACING ' w
connection To existing mains at a minimum Test pressure of 2W psi. A A P P R C1 v E D C W ;
P P OVER GRAVE TYPICAL PVC PIPE TIzENGH
G" of PIPE [AST IRON TEE BANK_RUN ACTED
MATERIAL IF REOUIRED OERT. OF RUBL'C WORKS
S. Disinfection oil the new water system shall be required prior to connection w the existing water =III CITY OF AUBURN
lines and shall M1c in accordance with the latest provisions of AWWA C 601. III •:
9. installation of corporate stops, water services, lines and meters shall be per City of euburn •=I�'
TYPICAL PAVING DETAIL ENGINEERING DEPARTMEW M C r
MFLH. T Y4
Standard Details. , . J 2- STEEL
• y•:• . •. _sNACKLE Rovs(sy FLANGE -(DINT NOTE NOTE, PAVEMENT SECTION SHALL BE VERIFIED BY - t7 ' W� £
GEOTECH CONSULTANT
' m! CONIC, 6LOCY. ALL DACK FILL UM V 1G COMPACTED o
10. Service shall M: 2-inch type K copper Tubing. MECHANICAL JOWT To q5% OPTIMUM DEN6IT•x'. 8•
�Vm N
I�/y" WASHED GRAVEL I.IL Blocking for vertical :Cod horizontal bends shall M1c per City of Auburn Standard Details. MC C NOTES: QM .2
O
OWNGRG NO CURDQCyTTERIS +HE•TALLED,FIRE HY ORANT SHAt-L- * ,-OR PIPE CovER L[SS THANc
12. The.Cil\' of Auburn shall install 2-inch water meter, ] I/2" irrigation Cooler, and bares with tail 5 wEET 2 rlrc i¢ENCM DACK- /.'. N
DE ILKAr=O 0 N RELATION TO Eg110EET CEI+TER LINES AS FlLL Sf{ALL DE e/` NoUU5 N
piece. Gnvncn+r shall extend 2-inch individual water service from tail piece n building. INDICATED ON THE olzAww6S. e
C¢USNED RACK.
INSIDE CITY LIMIT 2
F AREA WITHIN W(THIN FIRE DISTRICT µo.44
S E O N
73. Fire hydrant assemblies shall Conform In City of Auburn Standard Detail. HYDRANT' To NAV -ZY2° N.S.T. HOSE PORT 1 -4`/2 N.s.T •�70r A4 T 6 C.B/BB/NGAPE BEQUI¢ED 0014E P ,• -
TOTAL TQENGHOEGTN MEA5U4ED FE'OM
PUMA-LU PORT.(NATIONAL- STANDARDF %IAPC � TOP E SUBG4ADE TO BOTTOMOFT4'fNCM
14. Clmtractnr shall obtain any necessary water motor permits from The City of Auburn prior To is 5)M EGA'LUGS MAN BE USED IN PLACE OF $HA,CKLE RODS EXCEEDS 48'
construction. WIT" PRIOR APPROVAL OF UTILITY EIJGI/JEER/WATEgz -
DIVISION SUPERVISOR. •�..
W
15. All ya1VC hOXCa 10 public right-of-way or casements shall be ad�USICd 10 h0:11 rack after final � � //�
paving is completed. ,, y ' g 51/4" M.V.O. HYDRANT SETTING DETAIL SEWER MAIN EXTRUDED CONCRETE CURB DETAIL ,, t•`1 E ^ "/
NTs PVC PIPE TRENCH DETAIL NTS 4t Ilan Q co y 5
NITS 3'S� 0 -+
STAMP
90 D 1133 SHT 3 OF 7
134122 f
WATER AND SANITARY SEWER PLAN
15' WIDE EASEMENT FOR Z
FUTUREQ
COCOMPLETIONTENSION TENSION a OF LOOP. w J
INSTALL-
I- a d I- DEDUCT METER FB"=6" TEE (MJ"FLl
FOR IRRIGATION F6" GATE VALVE IFLMA,1) EXISTNG FENCE
5 LF 6' Dl EXTENSION INSTALLS 9 F �LI
307-N. F5 114' MVO HYD. ASSY. I-B' PLUG (MJ) w � ro Ill
EXISTING FENCE I -NFw 9'WAT R TFR RvNEW SS MH #4 - CONC. BLOCKING CONIC. BLOCKING EXISTING DITCH Q
T CITY ® OWNER'SF EXPENSE vjM EX. CONIC. PAD d w ww ,
ORE 8' D.I.P. CROSSING PER '4'1.I v %a`INr
1 Y STANDARDS. SEE W. I 'f5 G "�'. brEJ z 20 LF 8' D.I.P. ?w ww w O
VALLEY IMP. DRAWINGS. . I y yy 'A J a
Sol 4' " � 428.7T www w v/
FFH
I 7- CK
EDG F S - - _ suuu3U
I S MH A►2 PROPOSED AREA OF GRASS-LINED SWALE M = =n = c - _ I IB LF 8' C.I.P. "www y Z M C�
W �•�}{ .SS C.0. 1-B ocow IL
o � .. .
n A FIELDLOCA.TE EXISTING 12" IT*.< .DI(IY4f 185-LF-BrPVC-Q-O.II'LL�FT.IFT- ' _ - - QR, 1
1 = 30 WATER LINE AND NSTALU I r nt �n N I N_N N t l
WET TAP WITH TAPPING TEE 1�'- '�(�, I.E. - 42.84 �� N 'A W
F8" GATE VALVE IFL=MJl I ,�s fp.{G N _ _ __- - _ - E 6 -Ij1 \ g• BLDG. 'D' O ¢�� ¢ (n J
CONCRETE BLOCKING N _ _ - _ - _ .q=__- _
I - ON.0q (felt; 1 � FF - 50.70' � EXISTING
B' STORM m�t7mYm - Q
1 /JII__,� 3 8' .L INSTALL, DRAINAGE of r� 0
23' WIDE WATER I 1 I WATER LINE - II 1-8' TEE (FL) > o
O O Y OF AUBURN i �I 1 D W� 'T� II \ 1-8' PLUGCONIC. BLOCKING mz s2 Y W N
EX. HEADNALL 11 I I CITY OF AUBURN RMM-�59fi6=%MAIN
.afl q pz as ` W
32' NEW 1'WATER I.E. ._g5-70 r
EX. FIRE ° II SERV CE 45 LF 6" SIDE
HYD. It I It IS' WIDE WATE II \I �u3 �oQ QQ
GUARD p I I ---R 1 A II c 7
POSTS sa`' ED UI J - SE [EXISTING
■ 6.67/. - - - CENTERED- OVER i,IEW-I II \ N 88 14'19" W. 117.20 o
EX. WATER I 1d I r WATER LINE I � mm�p � I C NS UCT 8" I. WATER LINEVALVEUNDER PROPOSED OVIDE ?in '' v
6' MIN. DISTANCE
5 „ I�' BLDG. ' t' BARN I I nonQ MIN- °
SEE SHEET 5 FOR DETAILS m ! ' NEW' I FF - 50.70 TO BE REMOVED
1 z
OF OFF-SITE SANITARY }} IT 1 II
SEWER EXTENSION N I n II
I 0 II 1- SS ' -- - - - - - - - - - - - - - - - - - J
W. ALLEY IMPROVEMENTI N I i
DRAWINGS. I e6r' umin - . I - � BLDG. 'C' 1;
II
�'' FF 50.70 It
; %r I
VIP I EIS E II
I H1 X N F E
u' I >a STA I 1 I / \ PROPOSED
PAVING I� NOTE: ww„w.wlww, UJI
o 1- N TE§11 � 1 I 1 it EXISTING FENCE "THESE FLANS ARE AS w� (E Z Q
K I / /EXIGTING CON. . It �NFOIRMATOON SNOW A �'IVpp Q
I 11 REFLECTS [EX0371Nc� 0 IT . NS W Jo
°d w ape I �+ FOOTING ARO ND Il 14 1 AS OF THIS DATE: - - i ,o �/ F, m
r0• Z SILO TO BE TRASH I i Z
I > O EXISTING 12 I 4 M661 p• i Y
REMOVED ENC. 11 GARAGE
EXISTING FENCE o a p AD
m 4 p N ID '0% _ Q
EXISTING DRAINAGE I g09
roNAI t W a 3
DITCH I Qy II W "wwww..r li y
as II e m H W
II ' SAN. SEWER D= === = -_ _ - Z :31
C i G >
A 090 07150" I1 NO TR FF1 SIGNAL EASEMENT. O = W
R 918.90'
1
L 144.83' IN 7 N J
ss H = ALL!Il0 T " = i - NOTE: m
3 7-j4 w I.E. 3 0 ftlhq•OhlB 11 rr
alM�bl l < \� +a--a43e TO-0IESO PLANS ARE AO- �QD00 T 8, TO-0IE GD
pVC , , 4 1 EXISTING INFORMATION SHOWN ACCURATELY
�. 64 �' „ BLDG. B II HOUSE REFLECTS IEX05T1N EL
ITO 6
d \� FF - 50.70 0 - I AS OF THIS DATES:
II
I TREES OR SH UBS SHALL �\ II EXISTING GRAVEL
2
BE CONSRUCTED OVER z ,yo 4 II DRIVE TPpali�'
SEWER LINE OR MANHOLE. �' I N / \ 11 SITE DATA LEGEND � LArti S
MANHOLE SHALL BE ADJUSTED I iA II BENCHMARK' CHISELED SQUARE N CONCRETE GUARD N
TO FINAL VISIBLE
FROM
GRADE 11 RAIL WALL AT EAST END OF THE BRIDGE (271h ST. �r-- - - - EXIST. SANITARY SEWER
AND ' VISIBLE FROM PARKING LOT. EX. LAMP iN �\ \ - - - -- - PROPOSED ASPHALT PAVING NW OVER SR-57) w
RAIN. 6" ABOVE SURROUNDING LANDSCAPE POST I _r__- _---
E%. ELECTRIC I _7 ,jam ELEVATION - 74.76 �� PROPOSED SANITARY SEWER o N T'
((��„ EXISTING 15' WIDE \C V
0 79• 06'50" VAULT II ANDSCAPE 7A _--_ -_--- - Q
EXISTING ELECTRIC VAULT CHISELED SQUARE N CONCRETE GUARD - EXIST. WATER LINE
R - 34.0' - \ RAL WALL AT THE WEST END OF THE BRIDGE x
L - 46.95' EX. EXISTING ASPHALT DRIVEWAY ELEVATION = 74.93 PROPOSED WATER LINE
EX. TELE.
STREET LAMP I r w EX. DIRECTIONAL DATUMt CITY OF AUBURN PROPOSED FIRE HYDRANT ASSEMBLY
EX. 18, SS N 66 21 54 W X.18_SS STREET SIGN y g
EX. WATER II -EX.IYW - _� . - - =88.Y5. - - - ` 0-------- EXIST. STORM DRAIN
-N 86-`21'64"it 178.72� T �X.Tess-
1
/1 6
Ex. - X. NICE EX. EDGE v
J P.P. 5 3 " o
E71. Ij ,Y EX. d o aU <'
�2 I ELECTRICAL w ji N 03' 38'06" E ■
�EyS Vg1OLT 37th Str et N . W. 14.0" y
E)(! STOP �e° -p25 92 9°i �i 11 9Y'�
- t - C
EX. SS MH 30f�-o l I - m1i peg
RIM • 51.04 1 xII ` EX, CB 307-O j si.wN - PROPOSED FINISH GRADE
LE. • 42.44 112' SW) 1 Sow-1-1 EX. TELE. IJp RIM • 49.20
LE. • 37.59 02- NW) 1 EX. SS MH - n I.E. • 48.0
0 H
I.E. • 37.30 (18' E) RIM48.68 EX. PWR. EX 12 SD �O -
I I.E. • 37.07(189 , POLE � __ __
o 0 LE. • 37.57 EX.12'2"INl r, II SEX. F.H.
EX.12' i H a
W_ _ -_ _ _ _ __ __ _ -_ __ _ _ ___ _ -- _ _-- - - L _{X.12'W_-_ _--- H
n EX. CB - E%. 12'W- -- - ___ __ _ EX. CB_- - __I NEW B' WATER O► 1O
-EX. FIRE HYD. ri C N
WITH GUARD r„ ILE. - 46,45 RIM- 49..b
POSTS r I.E. • 46,3 45
16
}�ryp �46.96 RIM C 49.41 Sol-1b ■� I m
r I.E. • 46.46 „ 02 C O
q nb Lw G e p' 6' SAN. SEWER W
W t
40 c W w
<--EX. CB C Sow-25
RIM • 51.81
I.E. • 47.28 12' SAN. SEWER M Y
NOTES: r
35 iol-2S ■_
I. SEE SHEET 3 FOR WATER AND SANITARY SEWER NEW SS MH *3 -TYPE 148" NEW SS MH *4 3el-zA, *a 'o
NOTES AND DETAILS. RIM n^ " "AT"" FYkr RI w
I.E. - 38.62-iN=,ii=F 00ibGCl1°IAI�W,) I.E. 12.'-^o-'(l 101; 42,95 CL°W,B,}SL��) ? o
2. SEE SHEET I FOR FINAL GRADES. I.E. • Z'" 55 e IT ::=': lw& (1�"a.l?15,) LE. = 42:66-i8'-611i•F¢ry,g6j( 3 C .9
I.E. = 38.6e ON1 8,4! 3��0°I (b
3. REFER TO ARCHITECTUR
HORIZONTAL CONTROL. AL PLANS FOR ALL (12" 10, W.) ~ C H
FAC. # 0015-90 C d
SANITARY SEWER MAIN PROFILE p. Gq Ip 0 g
(LOOKING WEST) �(� •s m V
SCALE' I'• 30' HORIZ. _Vy` A P P R906 D
P • 5' VERT. *� CUM 01111 064MD WORKS .�.,
CITY OF AUBURN ,,AA
INGIMEERING DEPARTMEW ��, W
OI=L7 - Yo ����/ t11��t C z e
APPROVED 3^5-Vv 'o i
� V
90 D 1133 SHT. 4 OF 7
135795
9r _
WEST VALLEY HIGHWAY. ROAD IMPROVEMENT PLAN : I
.�
SCALE: 1" 20' 1 ' I 5 .,r - -
i
r I 5 >- Q Y
I" =20' EXISTING FIRE HYD. -__ Di-- --- - - -- - 1 - ~ - - Q a Q
a•ws, 3
STUB ■ PROPERTY - I T OA 7r ;. ' 5- . :a.• a
O: I (D77� LINE 35 136 I - • 3i
60' �1 W
- ` = W
E FOR SAN. SEWER CROSSING ;�• �: �_______ __ _- ---L__ - j, -.- `-`------\ };;Y ` W - a
7 I EXIST. F.M. SECTION DETAIL .11 �U�O / "
I \ / EXIST. SS MH 3ob-01 _- __ __ __ � I I 9 A t o:� W Ooo 0.
r / M . EXIST. POWER POLE �. as
I.E. • 42.44 (12- SWI w
�." 74 LF 12° PVC SS I E L 1 •n�•F _ _ _
\ '\�, / LE. * 37.59 (12' NW) AT VW/ LUMINAIRE --� _ o0
I \�71. - I.E. • 37.30 (18' EI _-_-
\ APPROX. EDGE OF EXIST. ASPHALT PAVEMENT 3;,, I " H' r C Rl6t HER `r ��s +y .. ; �N»
------ - -- ---- ----------- -- w a w
__ _ ----- ----------- • BORE FOR WATER CROSSING > I
I 41 \ / __ ______EXIST 12' WATER LINE __ --- ---------- - .,x J
j `EXIST. P�WER POLE / �- TYPE 148 #I Sul 19 PER CITY OF AUBURN STDS.
/ EXIST. 10' S.D. TO BE REMOVED VICINITY MAP ooao
W/ L MINAIF`iE STA. I.63, 42' RT. INSTALL PLUG a END OF
I f- � J-BOX FOR DETAILS g �..� Vy y 8 _ 12- CONC. PIPE
- - -�� ---_q_ - SEE SHT. - WEST--:�tAF!
ALLE>•Y -� .ro.5 _ Z'z a wa N 1 � o ''i�4-NOTE' REMOVE EX. STRIPING A D b. $ � 3o�-x6 24 LF 12- PVC SS To 222 c`i
1 < � - _ -- 12"•6" TEE WITH NEW WHITE PAINT UTTONS STA. 1.10 - 12" 6' TEE TYPS 14H 2 N
ml // s� ../ EX. 8' SD TO BE EXIST. CONCRETE DWALL STA. 3.84 INSTALL' I-12' PLUG <mm ;; m 3 0 w
w \ / TO BE REMOVED +G-- -5m 3 FUTURE SIGNA EX. EDGE OF / 44' RT. 5 LF-12' CONC. 0 c;
ai _ m POLE BASE PC POINT ASPHALT PVMT. -5O' m w REMOVER' >,.� / >, +�' a STORM ■ 0.5%
, I W Nl -_-WHEEL 'FL 50.53 _,ice •. N - - (PT
=+i - __ } __ - _ j lw�Nw 6 - m
•I VAULT TO BE X1 w -� , � I - �� EXIST DITCH =T -.-, �
hl RELOCATED BEHIND / -
xl nlFy/ ■DEWALK �" / mnvm N_ °
w d _ _ , ` .? ..�• �m • 27 F�l✓ �- 'Z- LF 12' CONC. 11ERM Z
.SEX. LIGHT POLE d LUMINAIRE - s _ '/ y J-BOX FOR DETAIL SEE SHT. 6 SURVEY DATA
TO BE RELOCATED NOR H io I o° NEW 7' WID C vy- '�- a) NEW 8' PVC SS fSEE ON
IOF NEW WALK (CONTRAC OR• W SEWER PLAN FOR
ITO COORDINATE WITH CI V a - ve ON ATION) BENCHMARK ' CHISELED
EAST END ND OF THE BRIDGE R(27 hA T.
OF AUBURN.) ; NW OVER SR-167)
PC PONT. m / 145 LF 12 CON . ST RM / / 222 .F. - 12' NEW 8' D WATERLINE ELEVATION - 74.76 a
I FL = 49,92 j i /� / o y ISLE ON- TE WA AND .
u - NEW ELE TRICAL SERV C SINE n w _ 9% SEWER PLAN FOR CONTI- CHISELED SOUARE IN CONCRETE GUARD RAIL 0
G0 �3 RAII = 50.4E FINAL L0 TION 0 B� 382 F CONC. RB GU ER s d'.
NUATION) I WALL AT THE WEST END OF THE BRIDGE W 0
/�- 51 °Oe° y / .E. 4Z7/ E RMINE Y ITY � m11 v CB #4 T PE II 48' RIM ` 48.E ELEVATION • 74.93 CID
A / E 1 LE. = 94.09 /l2• S•Nl Z 0
Y Z EX. SS �1H B Y1l '� RAI • 8.85 20 LF - I$' SD I.E. = 44.2 OB' El a
•l. RIM - 4pH8 EXIS LIGHT POLE AI TO CBt2 TYPE 1 LE. - 49.711 v CB #3 -TYPE ' Eg . 44 B3 P' S) DATUM ' CITY OF AUBURN
JJJ I.E. 3TT 6 E REL CA ED EAST STL 2.151 27' RT. GE. - 4 .19 2' ) STA. 3.60; 27' RT. EE. 41 .70 92-N) @ J'SX W J 7.
J- ROX FOR NEW IDEWALK NEW 5' CO M
D AILS SEE R. 3A'. 1 (C TRACTOR TO COORDINATE EX T. FENCE TO - DR WAY ENTRANCE INSTALL N W 35' LAMP POST O
B M WI 400 WA T LUMINAIRE - he
/ S . 6 XIST. ENCE 0 ITH CITY OF AUBURN) (TYPE 'C'1 PER CITY STD. F•_
50 \ I '� , BE R (CONTRACT R TO COORDINATE he z 0r
L z EXISTING ELECTRICAL SERVICE CABINET 43 LF 12' CONC. STORM WITH CITY F AUBURN)
/f�� /r m :, 11'. 14• ' TO BE RELOCATED BEHIND SIDEWALK
49/ I �p+III RQ. . x 103FLF 12' PVC SS ) I LEGEND o m IL FE
py
I f m I B SIGNAL ESMT. R\\ / / � r F t
� I n L -RELOCATED STREET \ ` / I -- --� PROPOSED ASPHALT PAVEMENT m Z 3
/, _, 1 z LIGHT WEST VA L L E ?`- CORPORA TE CENTER / I PROPOSED CEMENT CONCRETE � a = ;
/� / � , // NOTE' CONNECTION TO EXISTING M.H. ws � / c a PROPOSED STORM DRAIN PIPE w ' W
'�M 66' w :;}: ` / �PIC�REOUIRE RECHANNELIZATION WHERE SPECIAL NOT W h W
• / NECESSARY. EXTREME CAUTION SHALL BE NO TREES OR SHRUBS SHALL B& I PROPOSED SAN. SEWER PIPE m 0 .:�
/ / USED WHEN EXCAVATING AROUND EXISTING M.H. n, m
ADJUST MANHOLE RIM TC NEW SIDEWALK GRADE CONSTRUCTED OVER SEWER LINE v m - W
..x RELOCATED STREET LIGHT A OR MANHOLE. MANHOLE SHALL BE �98 = _ = EXISTING SAN. SEWER PIPE m
H 1" 20� ADJUSTED TO FINAL LANDSCAPE o 0
NOTE 1 NEW SIDEWALK TO BE CONSTRUCTED i GRADE AND BE VISIBLE FROM THE MW
ALUR"7TH ST. N.W. TO PROPERTY LINE. PARKING LOT. - - - -- -- EXISTING WATER LINE
SEE SHEET I OF 6 FOR DETAILS 3i
h >T c +� q EXISTING SPOT ELEVATION 12
M
......... . . ..... ...... ...... ._.. ........... . .. . . ........ . _. ....... ..._.. ...__ .......... .. .. ...... ..... .................... ....... _.. .__ ._. �-�
r...... ... .. . ...... 49 ..
48"
. . I . . . . . . . i . . . . . . . . . . . . .G ik2 -TYPE iI: i . . . . . . . - ' _ . . . . . . . . . — IZ: . �#4TY�PE ❑ . . . . . . . . . . . . . . . . . . . . .
. : : . . . . . . . . . . . : . . . . . . . . .RIM - . . . . . . . . . . . . . . . . . . . . . . .
. . . . : . . . . . .CR . . . . . . . . . :GpAOE a.GUTTER . . : . . . . . . . . . . . :- 49 - . : : , PR GRADE ■:GUTTER - . . . . . . . . . . . . . . . . . . . . .
. . . : : : : : : : : : : . . . . : : : : 50z . . . . . . . . . . . . . . . . .I , .'. 4620:+: . . . . . . . . . . . : RIM = :48.58s '. : . . : : . . . . . . . . . . . . . . . . . . . . .
. . . : . . RIM 50. FLOWLRJE ON;50 CENTER WATER 4STORM .CROS '
'LE. � 47:65 : . . . . . . . . . . . — I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . .
: . . . . . . . . . . . . . : . . . . : 4 . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . CON ' U - N W'8 WA . . . . . . . . . . . - -
- ......... .. ........ _. _ _. .... .......... ... ......._.-..... .. . ...... . . .............._.... .._.. _...__:_.:... .... ........... __. __._.. . .. ... . . ...... _......... ... ..... ..._.. ....... ...... ....... .... _.
........................ s . . . ... ....... . . . . . . . . - . . . . R...NEW. . . . . . . . . . . . . . . . . . . . . . . a '•+. . . . . : . . . . . . . . : . . i . . . . . . . . . ._ . . . . . . . . . . . . . . . . . . . . . . . . . . -
: � o - : In . . . . : : . . : + : . . . . . . . : . . . . . . .N : . . . : EXIST.iGRA E ®: . . . . . . . . . . . . . . . . . . . . . . . . . : w . . ;PROVIDE 3.0 F.T.ST OVER : . . . . . . . . . . . . . . . . . . . .
! 1 . ... - _
. .
. , - . i
. - i - : _ .
E. 44 7
. . . . . . . . . . . . . . . . . : . . . . . . . . . i . . . .0 . . . . . . . . . . . . . i . . . . . . . . 0 . 0 . . . . : . . . . . . . al . . . . . . . . . . . . . . . . . . . . C - . . . . . . . . PI . . . . - . . . 0 N
. . . . . . : . . . . . . . . . : . . . .In . . u7 . . . - ; : . . . an . . . . . . . . . . . . . . a . . . . . . . . . . . . . . . . - . . . . '? : . . . . . . . . . . . . . . . . w . . :THAN ND CLEARANCE BET EEN PES . . . . . . . . . . . . . . . x
m
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . .
I . . . . . . . . . . . . . . . . . . — . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . .
m a :. . . . v . . . . : '
......... .. . . .. .. .. ._..... : ....,... ._. ... . .. .. . . . . . . . - . : : . : . : .:.:..._....:..... . . . .. ... _ ...:._:_. .:..:._.. ................ : :_: . . . . . . . . ._ . ..
30 - - - _
. . . . . . . FL4MCINE: e
145 LF V2''CONC.a' LOX I '
. . . . . . . : : . . . . . . . . . . EXIST. .) . WATER. . . . . . . . . . . . . : . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . - . . . . . . . . . . . I
_�
. . . . . �-. . . . . . . . : : . . .
: . . : . . . . . . . . . . . . . . . . . . . - - . - . . - . . . . . . . . . . . . .
I -- .-_F. . . .-..�_. . . . . . . . a _
. , . . . . . : . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . e
' . . . . . .I i. . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . : : : : : : : : . : : : : : E O < G
,
-14 C,pN�a �_ . . 2 L:L, 12 CONC A 1 OX
Lf. 44 20
FL
_. .. .. .. ....... ..._... . ..I..... . .. .. .... ... . .. . _................. ....... ..._,.,....... ...... .......... .. ... . .. ..... . . . . . . . . . . .... ........ . ..... . . .. .. .. .. ■
..... . :
. . ,'. . : . . : : : : : : : : : - : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�_ 01VLQ. EXIST. DIT . . . . . . . . . . . . . . . . . . .
. . . . . �, . . : : : . . . . . . . . . . . . . . . . . . . . . . --. .
. . . . .
. . . . . . . . . . . : . . . . . . . : . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . , . -
. . . . - . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . � . . . . . . .
. , _ . . . . . . . . . . . . . . . . . . C w
.
. . . . . . . _. . . I . . . . . ! . . . . . . . . . . . . . . . .
. . . . .
1 - NOT » n
E' .
i4G.....
: _. _. _. .. - - .
G 5 " :'Dr rp E.: 4
12�+ N' 12• W� ems/' ..t- Ik K.'/�e.: `t� �1' 2481f T1MlE�E..�1CA8d.�:_®E )113:...
4 CF 12 PVC SS 'a 00 2
+ �� . M y
. . . . . - . . . . .
; . - . . 1 . . . . . . . . . - . . . . . . . . . . . . . . . . 38.72 a �,
: . . . . . . . . . . . , . . . . . . . . . . � . . . . . . . : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i
. . . . . . . . . . . . . . . . . . . . . - . . - - . . . h N
i OB0�01�91�/6VDON �N
1 .
1 .
. . . . . . : . . . . . : . . . . . . . O jN zTAPLuc A� O��G40� ��TEN� �0OII�
. . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . : . . . . : . . . . . . . .
. . . . . . . . : . . . . . . . . . . STA0,82 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . .
. . . . - - : : to
. . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . - . � -
0
. . : . . . I. .I .W . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . I . . . . . . . . . . . . . . . . C N
STA 1(Ib: t / 3 !
.... . .....:..... ....... .......... ... .. . .. . .
..._ . ._ q'J2 B._TEE .
. . . . . . . - . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ti'. . :: C
49 MH
. . . . . . . . . . . . . . . . . . . : . . . . . . SS 'MH #I.TYPE dr.48 . .'p14: . . . . . . . . : : . . . . . . . . . - . . . . . . . - . . - - . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . •.�
. . . . . . . . . : . . . . . . . . . i . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
: . : : . . . . : RIM: ! . . . .
I 3A - :
L. N
E dYy r1.l.l::
. . 'si:e= 71,L : . ,,: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IE9j "OiJ1�5� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o
. . . . . . . . . . . . . . . . . . . . LE..a 3i15B9H2!4Nk.. ( w), . .
. . . . . . . . . . . . . . . . . . . . , . , . . . . . . . . LE.'43fi98RE'-9k"Ti"il L:(I,XQ . '. : : : : . : : : : � - : : : : : ` . . . . . : . . . : . : : ' : LE.' : --.- . '12 M�M .1 :-W,:!A!'. C12". IN� W: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W
. : , : : � . , , . . . . . . . I . . . . . . . . . . . 1 .��
_s
. L
......... .. . ......: ......:.:.. .......... ........... .. EXIST. 'SS MH' 3e'h '7.1. ....... ._... _......,... , ......... . . . .._. ... . _.._... :. . . .. . ... _.._. .._.._ .._. ._..... ...... ...._.. __ .. . . ........ - ._...-.... . .... " . ._.. ._...... .. .. .... .. ... . .. ... ....... .. .. ._..... W m
w . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . y.. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m
I : . . . . . . : . I.E. • '3L07 '(1.8') . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . all ;
. . I . . : , . . . . . . . . : . . . . . . . . . . . . . - : . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . : . . . .
.. ....... .. '
: : : . . . . . . . : . . . LE.. . .3.T 57 112. .N) . I . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . .
. I . - . . . . . . , . . . . .
1 .
. : . . . . . . . � .
. . . . . . . . . . . : . . . . . . . . . i . . . . . . . . ; . . . . . . . . . I . . . : . . . . . . . . . . . . . . . . . . . . . . . .
. . : : . . .
fa
. . . . : . . . . . - - . . . . . . . — . . . . . . . . .
. - . . . . . . : : . . . . . : NOTE+. :TEES: ARE .STATIONED .FROM O N.
9G >
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9O D /133 SHT. 5 of 7
CHANNELIZATION & LIGHTING DETAIL PLAN
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IF. = 4L14 ' SW, -.--- r ,r� a rr Y vF EXIST. POWER POLE � v�K �
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�r S =r;t_x._ECoE OF EX T A4°HAi T FaVEMEN" _- - - ---
t ! r _Ex W EX E STRIPING
i
NEW 4' WHITE STRIPE a a :� M1-+ F" � _ . LAN
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J�BOX FOR DETAIL EXi9 _V A E' , F r A L - �,
— ® _.._�_-ys....— t, SEES _ - 6 46 W
ddd fFF 1 IBWG
954.90. _ z - -� _ �1
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J BOX FOR DETAIL SEE SHT. 6
^80
ERGROUND CONDUIT i. �.- . , .v A/ a =
FOR DETAILS SEE SHT. 6 `--t 'W[ 'J'Cr `a"f F' '< UNDERGROUND ND IT ii
.v -� `v e. { ` , a q�. p - IDp:sr K , fi,r.w G .. N.' y .,FOR DETAIL SE SH . 6 r .. : _
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NEW ELECTRICAL!! CABINET I I 1 - -� "`r<,
FINAL LOCATION 'TO Be I I _78{ F :wN. JR G4 T I'
ETERMINED BY (CITY
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a I IE. u UA �.
J 'BOX FOR w BE RELOCATED EAST oy ,/ a co
J
.7' t ' Of NEW SIDEWALK .__ rye MM-Rr' J
DETAILS SEE (CONTRACTOR TO COORDINATE F
SHT. 6 I 1 EX S3 GNCE . 10 ITH CITY OF AUSURNI 3_' r,it,? � '� FV 1+.�f �b.'v{ INSTALL NEW 35' LAMP POST W
m + }; !i * F ;;i - WI 400 WATT LUMINAIRE m
ILI I i RE REM VEC, � � (CONTRACTOR TO COORDINATE
-_ TOSTINGRELOCATED ICAL CABINET
SIDEWALK ' - •" — F AUBURN)
BE WITH CITY
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x RELOCATED STREET LIGHT^h S JEW;'_r CF;:GE PLAN 1" 20'
m N
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t NOTE ` FOR LIGHTING DETAILS 8
SPECIFICATIONS SEE SHEET 6.
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V UNDERGROUND CONDUIT FOR DETAILS ` N
—SEE SHEET 6
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NEW LAMP POST WINY
(SEE SHT. SHT. II
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J-BOX FOR DETAIL SEE SHEET 6 OF 6 mc
S a
INSTALL` BEHINC CURB OPPOSITE SOUTH FAC #0015-90 N S c
EAST PROPERTY LINE CORNER n
(SEE PLAN SHEET II K. 84 r
A p ' R *v t 0 OPtOf W ��f( ` 0 N
am La njum WORKS
CITY OF AUBURN {
EINGINEERING DEPART►1E10 '^
—t - FC/STEREO �y u N W
APP.ROVEO /l FFSS�ON` EhU+ n y
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90D /133 SHT6 OF
122
GENERAL CONSTRUCTION 3 STORM
DRAINAGE NOTES: (UNLESS OTHERWISE NOTED) NEW PAVING SEE SECTION A - A
31k' Ik' R.
i
i PROPOSED STREET CENTERLINE Y.
SECTION WEST VALLEY D
I. All omiri aion shall be in amndance with the standards of the City of Auburn and the w HIGHWAY I t1t2' R. I'Rstandard spivi6calions fur mmtruvion of water, sewer and street appurtenance . A copy of _1 36, m I' R, 'ANthese specifications shall be obtained by the Contractor from the City of Auburn prior to a ( . . . .. . . . .. . . . 0 ___ Jdcommencing with construction. Standard speNcations shall be 1951 APWA as modified by City > O O O• o O o oO o Nof Auburn. 0 28, T'-6' S o r. O 00 O o - OF CURB Ww a ■ DRIVEWAYS_. Locations of existing utilities are appntaimare. II shall be the Qmtraclor's responsibility to (31 2' WIDE FABRIC MATERIAL tdetermine the true clsaiions and livivi ons an as In avoid damage or disturbance during VARIES IB'a CENTERED OVER JOINT 6' 4' THICK I' `o r Q
construction. i' COMP TED a °'
VARIES SIDEWALK SU ADE " ' a'• _■ 3e 'iUJ
,D� 3' COMPACTED DEPTH TYPE - - _ hrw w e Q G
Wig:
3. Prior to %Inning construcion, the Contractor shall call ONE-CALL (1-800-424-5555) for utility SLOPE VARIES SLOPE VARIES 2.0% MIN. ASPHALTIC CONC. - I » > ¢
locations (water,sanitary sewer, storm sewer, gas, power, telephone, and television.) �---�� �► MA TCH EX. 2.0X T a
6' PORTLAND CEMENT CONCRETE '-I 18' })r T Q O
4. 1f ganyin conflicts arc found between these plans and specification of the City of Auburn, the - ) 1 PIPE TRENCH BACK- F F F-
cngineer shall be notified poor to continuing work in that area. NZ . , .q, 'III Iq<IIE 111- I FILL, BEDDING L • u u U
12' COMPACTED DEPTH SUBBASE /_ SURFACING We' ¢m ¢ Z U
�e o e • •• COMPACTED SUBGRADE V low w
5. h .M1all be the Contractor's responsibility m coordinate his operations with the pertinent utility e e • • , , , OR STRUCTURAL `` MINUS CRUSHED o CEMENT CONCRETE CURB & GUTTER A a a.
companies to inure Sal'-facto coo lesion of the project. �•� ' • IL FILL MATERIAL [,'\ ROCK ISFe SPECS 1 tQ
pa -factory p P ) I • COMPACTED TO PIPE BALLAST �/ WHERE REQUIRED _ 00 O
1/I \%1 E I1/ 2111_41 95X MODIFIED Isla OR Itk' MINUS �I AND/OR AS ¢ 'ON CURVES% SLOPETO FIT SUPERELEVATION. W H h W
6. All eaten basin gates shall be adjured to final finished grade upon completion of paving. (SEE SPECS.1 ¢ U) J
Ir-APPROX. E%. SLOPE (TYP.1 PROCTOR DIRECTED BY NOT U SCALE » > V�
WHERE REQUIRED CITY > z ¢ J
7. During construction Contractor shall be required to control On-site storm water runoff by using WHERE AS DIRECTED
temporary erosion silituion control procedures. No sediment-laden storm water shall be 8
allowed SAWCUT EXIST. PAVEMENT TO 4' COMPACTED DEPTH'TYPE ' ' ASPHALTIC CONC. W BY CITY Q
MATCH JOINT FOR 4' A.C.
-to discharge into the City of Auburn's storm drainage system. 10' COMPACTED DEPTH ASPHALT TREATED , BASE COURSE ca o coo a 1•
< O
R. Exlrader concrete curbing around parking lots se indicated on the plans shall conform to 16'MATERIAL
COMPACTED DEPTH SUBBASE OR C.L. 'A'PROCTOR
MI GRAVEL A o
APH'A standard drawing No. 24 unless otherwise approved by the engineer. MATERIAL COMPACTED TO 95% MODIFIED PROCTOR MIN. a 0 0 0 N c Z
EX. ASPHALTIC CONIC. OVERLAY (TO REMAIN ALL BACKFILL SH 4' TO 6' M M f o W 9. All areas halo e s try the rContractorerosion
during construction and for which no other resmratinn is BE COMPACTED
planned shall be %ceded for erosion control within 30 days. EX, 4' BPoIX 'WI !HIGH 'STRENGTH MORTOR L 1'-2' 3
SAND LEVELING COURSE 170 REMAIN) EXISTNG DENB OPTIMUM iQa ; 31 m m
10. All required landscaping sball conform with City of Auburn Zoning Ordinance Section E%. 41k' -T' POIITLANO CEMENT CONIC. (TO REMAIN) ROAD
No. IR.56. m N m
SEAL EX CRACKS (APWA 27 - 1.01 F)� SHORI L CRIBBING
it. If unsuitable soil conditions are found during construction, additional sub-base material maybe ARE PAIRED WHERE PIPE O.D. •24' = V p r
required and shall conform to Class 'A' Specifications as modified by the City of A"burn. TO L TRENCH DEPTH rL u h t
(MAX. PAY
ASURED FROM TOP
12. Contractor shall coordinate his construction activities with the pertinent utility companies to F SUBGRADE TO WIDTH)
insure water meters, telephone vaults, etc arc brought of grade prior to construction of sidewalk WEST VALLEY HIGHWAY (SEC. A-A) BOTTOM OF TRENCH
and Jrivcways. E%CEEDS 48'
13. An approved copy of these plans must be on site during construction. (LOOKING NORTH)
NITS TRENCH BACKFILL IN RIGHT-OF-WA
14. Refer to',ne plan by Fnihcil & Ho Architects, Inc, fur detailed information regarding building
dimensions, offsets,curb radii and landscape details. - COND41/T SNALL DE LOCATED 121(!1'� tiT S
6E04/N0TN[8ACA:0FTNE CURB$
GUTT[R
15, Detrimental amounts of organic material sM11 not be permitted in filh. Except as permitted by
the building official, net nick or similar irredanUk material with a maximum dimension greater CONCRETE
than 12 inellcs shall he buried or placed in fills. All imported material shall be imported grace], • aoD WALK.
Class -W bank run or better.
Cd44--RET! W Z
16. Dalum shall be City of Auburn. CURD O
17. If deemed necessary by the building inspection,sedirnemation/erosion facilities must be in .A'A ____ � '�~gg{�
operation prior to clearing and building construction, and I" must be satisfactorily maintained - IaI �. . . W J V
until construction is completed and the potential for onsite erosion has passed. Construct , NANO 5FOOT(IDAtbl.TO el,r.ET IN RDME: PGLE-Q BRACKET
e ', •.'•. PRO,pERTY HOLE Sltmv"w FOR-r S(DEWALK) W CABLE.TWO CONDUCTOR �/ Z
temporary ditches as necessary to channel storm drainage into control pond. I ! LINE 6'FEET FOR Zt slDb WALK < AW G'W'10 SIRANOEO i
Ix. During ronstruninn, all city streets adjacent to this project shall be kept cleaned of material CAN .' ..+1 r -i ' A2 -a : ( • i' - (BK GURp TO POLE Z COPIER W lRE,4S ML PVC Y Z
Pc y INeuLATloN,99 MIL r OK W 0 (n a
deposits resuhing from On-site construction, as directed by the City Engineer. se' = JUNC I5OX SHALL - 0'FORT.D' G❑ PDLYL`-TFIYLENE -6ELT OK
19. 'ITC COnlraClOr shall instill, replace.Or relocate all.signs, as shown on the plain or as alkcteJ G • s _ �_ Ill A15UT DACK OF CURD �_ _ /' SIDEWALK(TYP.� F•M A pmovsD EQUAL �y D. Q 0
2.Z FORD GTRECT LJGHT YM� ,,/wk 3 0
by commission, per the City's standard detail. yC COJR s6pUIRtD (aML) SIDEWALK(TYP.) OIL SIGNAL POLE W vJ
Go
20. All dowmapoats shall be directed into the storm drain system.
HAND FIOI-E Oat OI
21. A pre-conrmetion conference shall he held with the Cin' prior to consOuctian. _ '�IOE OA/141 7 �J
Ap/ROAOHIN6 Z
• TRAFFIC. I
2?, All Sturm drainage pipe shall be reinforced concrete per ASTM C-76 Class IV with minimum of IyLw rVC KH 40 ii DARE AW6 ♦ 8 AWG GROUND Cub Q = W
` 1 fuut of cover. Downspout connections shall be F diameter PVC per ASTM 311.0 SDR 35• CONDUIT CURB 4 GUTfER 6Try4NDED GROUND.
With t fan minimum Cower. - sea MoOEL Ilq 1-bF ' N J
JUNCTION DOX SHALL FUSE-FNM-S
Q4CXF/LL W/NAT/vEMATE.P/AL OR CO"FORM To WSDOT / oR APPRovED EquAL in W
AS APPRO EO BY TNiENG/NBCR STANDARD PLAN NA.S Iles/ (2 EACH )= __ _ _
A•LT. M, (o� YX Z '3 A . I ra
EGTION 4hTH GALV. L\O aILSCO" TYPE uLT LOPPERi a TVr
CRIMP OR
t10TE EQUAL .
TRENCNSNALL NOT 6E EXCAVATED ®GEDNEY6 �NC=S
U"vi_ CY/RQii, GUTTER/3 1A1PLACG Sec HODEL
EXCEPT FOR _571eeET CRO551AIC,11 APPROVED A { ••
LUMINAIRE. ELETRICAL Equ AL PIP SELL END PVC Bu6HINC�
1 �RIGID HOT U.
DIPPED GALV.
TRENCH DETAIL BARE AWO STEEL CONDUIT
a1`85TRANOED 13ARE AWG *a
NTS GROUND, STRANDCD bsc Ua Ct -
n =
B ai c ¢ u ¢
DISTRIBUTION "
Ilk' SCH. 40 PVC LINE DISTRIBUTION = 2 > Z
_D" . _ 2"N.P.s. a. CONDUIT LINE
SANITARY SEWER NOTES: T�-- -
V' r
1/2'QD. UNIFORM LUMINAIRE WIRING DETAIL �, r, o
OM.TuDE. qoNITSL ALLOYc .Y o
SEWER LINES. Sher lines shall be laid to the gmdes and clnations shown on the drawing$ SATIN + .and shall be construtted in conformance to Section 61, 62, 63, 66, 67, and AS of the 'Slaml.ol _ FINISH z Spccificatiorm.' err2. Cuntrattor sM1all MrMin a copy of the Developer Spaificatbns and Design Mantel from IAe CityI' LEbS 6TEELof Auburn Public Works Department prior ro any construction. These specifications shall takel I THRU SIMMIprecedence if mil ins cecur with design spo,ifctiors. - aD IT^ . 'N 3. Minimum slope for V sidesewers shall be 1.0 percent. INT N
4. Side sewers Shull be installed.Where required by the engineer, using commercially manufactured TAPERED AL1MNUM TUDE 'C' WALL ALLOY s N tees and shall be plugged with watertight plug. All joints shall he approved rubber gasketed (e0G9-T4 SATIN GROUND FINISH m
joints. (Me location of side sewers shall be marked at the eel of the line inside property by a NOTES: n
pressure treated 2 x 4, four feet long buried in the ground a distance of 3 feet. The [met'end
shall lase a 2 x 4 cleat nailed to it to prevent withdrawal of the stake. The exposed 1 foot I)POLE A'�SEME'LIES DESIGNED To SUPPORT HAX. W MINAIRE N
shall be painted traffic yellow and the depth to the side sewer or tee shall be indicated in black Size OF LS SQ.FT. I- P.A.AND 60 LCS. IN A 100 MPH
paint on x In addition, the letter 'S', 2 inches high, shall be neatly imprinted in the top ISOTACH'/1D0 MPH GUST VELOCITY WIND.
02)4049 FILLER WIRE ta3ED FOR.WELDING•. C
of the curb before the concrete hardens to designate the side sewer lOcmio"' S)ONLY THE RASE FLANGH WELLS ARC HEAT'TREATED Y
4j BASE FLANGE SMALL ACCOM00&ZE n TO 12" BOLT CIRCLE. �,
5. Sanitary sewers shall.be air tested des d Spccinre with 'procedureThCon for Air Testing ur Sanitary'
testing
in co eni. All onnentantl to manholes
shall' The plugged
moor shall furnish all required D'/Lw ■_ N
testing equipment. All conneciom to maMMcs shall be pluggW during the test. A D G HOLT. GIRL O
RESIDENTIAL 3d 23'-B" .IBB' 12-o" / '_ SA. �� jai
W
fi.. Lxmion of site anih shorn are approximate OnN and maybe changer as require) during 10g AL LANN/INpl9f. SS 2D'-9 R I4 2'-0" ( , NOTE: rr�� 2 7, pp R
construction upon amhurintion of city. Contractor shall nmify engineer When exact locutions 'SS' LB'-D" .25o" rr.'-O' I I N THESE ��ANo� ACE AwY• wA
are determined. x " 'I. \_ A� s n oy SU
m
S) 1+) I'-BNG sreEL ANCHOR SOL7.5 ASTM � INFORMATION SHOWN C W q) ;
7. connattoc shall obtain any necessary side sewer permits from the City of Auburn prior m A D7/-, A/B/ &,LADE 102/-1044% ",000 T �EF��ECToy E�O�T�NG aA conrruniun. 1L f• OT e� C
¢ PSI=MAV Y/EEO ME.W GIA. tK ROG � O
g. It shall he the Contractor's responsibility to insure that no conflicts occur between sanitary = STOCK D.'fOB t,0// 0//r 0P ROUND N h AS OF THIS DATE:
Val
saver lines and proposed or existing storm lines prior to construction. 0 7iYERAAILG:YAO/L"RCYLED At L!? I , IZ/ N L
FER A367,4LA55 ZA, 71,11O'GAL✓AER ASTA1.}I'
m A/0 LOAOAICrf. w rT l(B)/'BAK. G4/_Y. S1L :' -d, ■� H ;
/�X ,VU73 f 49) 1'64441 SM. RAT WA SNE,(S. ��'.`�
r� 10 o► 0!LASS 6 (hXZ /DA.m ND CEMENT /
(11VLQd rE Z1C L' SQ.M 3'pA. d45E. � m
RANpyq�E(4'XL'NOMINAL) 3 C Q
NON-FWe1 1`fPE,COMPLETE C
e"O.o,• W1TN REINFORG\NG FRAME Ilk' RWID GALVANRED N _Q 9
ALLOY
HEX. HD. SCREV46 55&-TG,COVER AND STEEL CONDUIT FAC. #0015-90 ` C
ye.' CL N
K 8 0 O n
- 14 N 5 G. .5. \��• •�
sPLTir /S.S. E r' ��C J
n%AeQ. AND S.S. r APPROVED
FLAT WASHER
OE61i ® QUID WORKS
secrloI THRU HANDHOLE CITY OF AUBURN / '^
N
ENGINEERING DEPARLMEN, '
LUMINAIRE POLE DETAIL EsskhAL aNCs\ Z
NITS APPROVEO i 'mac~ n
P �A
C� 307 9O D 1133 SHT 7 OF 7