HomeMy WebLinkAbout91D1241 EXIST. BANK
EXIST. SLOPE VARIES L59 TO 10
SITE AND BUILDING CONTROL DATA
CAP BACKFILL VA2 IN. CLAY BASE MATERIAL
GENERAL NOTES:
CODE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1985 UBC SITE `�
-
ZONING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M-1 - I THE FARE OF THE ROCKERY WALL SHALL
OCCUPANCY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-2 L H-3 BE INSTALLED WITH A SHBNTH FACE
TYPE OF CONSTRUCTION. . . . . . . . . . . . . . . . . . . . . . . 5-N •R' ST "
FIRE PROTECTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . FULLY SPRINKLERED " a THE LONG ND DIGN THE ROUTS
FIRE ZONE . . . 3 SHALL EXTEND VTO THE EARTH i0
: • PROVIDE ARXIMIM STAevTr.
LAND AREA. . . . . . . . . . . . . . . . . . . . . . . 406, 720 S.F. a \.
EXIST . OFFICE AREA. . . . . . . . . . 7,400 S. F. AV-z a LOCK
ROUT swat BE PLACED SO AS TO
EXIST . WAREHOUSE AREA. . . . . . . 12. 200 S.F. VEST VALLEY XVY. SITE 1 � LOCK INTO TYO ROCKS IN THE LOVER T(ER.
NEW OFFICE AREA. . . . . . . . . . . . . 1 .000 S.F. 4. CALL FDIC INSPECTION PRIOR TO BASE
NEW WAREHOUSE AREA. . . . . . . . . . 103.680 S.F. COURSE BEING PLACED. FOR VERIFICATION _
TOTAL OFFICE AREA. . . . . . . . . . . . . . . . . . . . . . . . . . 8.400 S.F. C' OF ROCI(ERY HEIGHT, FOUNOATDBN ARTERIAL AND
TOTAL WAREHOUSE AREA. . . . . . . . . . . . . . . . . . . . . . . 115,880 S.F. G _ ROCK SINE.
TOTAL BUILDING AREA. . . . . . . . . . . . . . . . . . . . . . . . 123. 280 S.F. - 5 DESIGN VARYING EACH! THAT INDICATED
SITE COVERAGE. . . . . . . . . . . 30 % SHALL CARRY THE SEAL W A CIVIL ENGNDOM W Q
OFF-STREET PARKING READ . .( OFFICE ). . . . . . . . 34 STALLS i EXPERIENCED IN SUIL MECHANICS. ¢ y
OFF-STREET PARKING READ. . ( VAREHOUSE ). . . . . 49 STALLS VALLEY FVY. S.R. 167 p 2 y
TOTAL OFF-STREET PARKING REQUIRED . . . . . . . . . . 83 STALLS 1NAr 41 .6411 "*v wd DEFINITIDTl a
TOTAL OFF-STREET PARKING PROVIDED . . . . . . . . . . 90 STALLS ,J II i4 I - MAN ROCK400•
9lAf ff I.T,/l/�0 £ I 2 - MAN ROCK • e00.
LEGAL DESCRIPSTION VICINITY MAP 6ed� 4 byAkx H P 3 - MAN Ram - ISM.
4 - MAN ROCK • 1600.
FNh' M1 5 - MAN ROCK • 200DI
NOT TO SCALE i 6 - RANI AUM - 2400.
THE SOUTH 1/2 OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE C o a � I z
SOUTHEAST 1/4. LESS THE EAST 30 FEET OF SECTION 2, TOWNSHIP .r""`•. • �/ I
21 NORTH, RANGE 4 EAST, V.M. . IN KING COUNTY. WASHINGTON. f•�,$ R. FINl4D
LOTS NO. 1 , 2. 3 AND 4 OF SHORT PLAT NO . SP-1-80. p�.+^v,'r,,FiS W ° BAwLL Y/2'-4"uwsueo rocle.R wEFINEs m QasiSa
MIAl9 Sew STA86J2ATD81 FABRIC H e<
33 M
M s �
14'' k' ?arE�:�° ,y4 ARM OF art W o
•.,� AL t � � � � � 5 e
f M PER/WITED PIPE ASTM F-405 W rc
ABIGERBm VEIN M. 12 INCHES OF J
FINISH GRADE aD YAfI� itpcK(V4'-I!Z'N11NW51 z
bD I> o
7: a
.I I P, w w
Z
i Tl []
o v�i
o0
TYPICAL SECTION THRU ROCKERY VALL a7i-o� Li
SCALE: 3/4 IN. • 1 M. ^ U
LN.1
INSTALL NEW EXTRUDED CUNC. CURB ALONG
Y E MmSMm SIDE PAVING YTARD NEV 5 R.
EXISTING SLOPE GRADES
NEV LND13CARm AREA A•� M-N
iNF1LtERATION DRAW BEHIND ROCKERY END OF ROCKERY STATION 2 r Ba ({ FT.IOGIO /
..........-.. -T/"//
145............. 59.DD
...... a g 8 8 R $ '$ S S N. B9 DEG. 39 AIN. 4B SEC. E. ( 1 .240.00 _I_-_____-__�-- _- _ -_�--- si,wAND REPLACE FTTVIDDIETCONC.�EVAY a'
•••••.• -- --��- --_ _ x_- __�-- _ -� _'-'w.��--�-- ------__-________ _' AST REmNCIM PATCH EXIST. PAVEMENT
_--- ------ -- ---r+-•••�--� .'.�+I-n..�wn�.. � WRBm INIDSCMm AREA _ ED. ¢ o
. ,... ............ Se.00 DYERL.Ar IXIST. A/C PAVING
#BM '
T
......•' w E%TRIDIED CONC. CURB
1314 FT. HIGH)
�� NEV S6.OU r/ I Q m
140' .w ! -- - I m J
135'l1�NT.STAT1)1'0 . *sr R. Nfw, w' \ f RAMP !.__ _i o 0
.•'¢T;'..................
ppLj•• w. LTBtBm L/VIDSCAPED SAl{31 CATCH BASIN F• 111 CATCH BASIN NEW EXTRUDED CONC. CURB w
L
l25 '.. V , • e! J 4' 64B 123' �46'
RI11 illy E.w RIM ELEV 67.50 RJR F1CY. >n.
18' w' Nr • i '� PAVING AND PATCH AFTER
11F.I INSTALLATIRN �' PIPES
ROCKERY STATION 0 r 46 f6 FT. HIGH) ,fi: ...: •.. ,. !• • �B'a.OF MU \\ / /
. j/B p1TA1 Ww: //j NEV A/C PAVING
115' �' • • .. w.je L
ST. NC PAVING
;
�.'.!. .. ....-
•• 68. ST. STRUCTU$i• ::�RIN
fly EXI.i EXIST. CATCH WSIINK �I 3 • EXIT DOOR ALVE ;RaM UJ ,
• •• •••••••••t .?••, a % 7 EXIT ➢R. N81 B R Ea eVENEM DICK-NIGH D®IS (13.�.9 3 % 7 IXIT DR........OU IGH 0 ..... _- NEW C.B. to
i. ...... cw
55 ' ;
•• ' , G1M SN <� STAT>QN 1 . R ro�.1aae ; ; ..�.••• • . , `:�_ _ -EXIST. CURBED LANDSCAPED AREA
T RIR . w.w w.w i AREA � � IXw1K.a%PAER AS RE OWN W
' 2 R ............
T.
BEGNIMIN6 POINT OF RUMMY (4 FT. HOGHO / i •� 74.BOO J.F. A . R No INSTIL vm RAMP I
''.�: • G .� • . Nt • : . NEV m X 10 OVERHEAD ODOR
RDIBB
:FIN. FL.: ELEV. 62.00 I i i _
Lr.
INFILTEIMTIOL...y..n1 z }'
AT 7LTT1NC \\Y//
• a
/ t oN EXIST . BLDG . .J.• zo
10.900 S.F. WAREHOUSE i I I m U
MTSM f1ATI": a • • No 8,700 S.F. OFFICE '
RSII BLEW... 65.50 r W r
'w ST COLLECTOR ENCLOSURE ••: ^ I NEV CONC. SIOEVALK W Z
BL
•;' • •'• - � : : • • • • •
• • I i
V W
EXIST. WALK RBV EXIST. PAVING Nm CO NC. Q
W
CURB T FY NEW LANDSCAPED AREA lH-3BDA$ A Y ENTRANCECATOFl- N ' v�� stn. L&RIM ELEV. 6450 PRESSORENCLOSURE FIN FL ELEV. 60 00 Iw
. ... 9X 10 RIVE-IN DOUR 3 % ] EXIT ➢➢UDR ICY I1YO COC. CiNB (!L/�
a % 7 EXIT OOroI t - 0
00 DRY XI34 S9.00 DB.10 I I SUVACE Ma IN. . 11 Q ~ e=•r
r ` z➢N1 .a1-R. utr of raeLRw
W {,r61.006 1 62.00 EIDE MM fif.w
R NARK I _
f• i i ...... ............ ...... •. ... . , z.I z. ......... ... .... ..... ... ... �m ---I-- 1 VEST VALLEY HIGHWAY W Lai
7
M { (2 IW 12z1 12x ILJI I I 111
.. ... . •N' .. ....t...•..............
........ ..... 59-M s9.m 0221 04 9 1 47 Q:...
.tietRYaq..... .•........... w PARCEL NO. - - a J
i ....... . ........... ............. ................... ........................ '• ... - M D?�0 " -
9Et. E. '('1':21f1:62...1.... . ".........I7....._....u.E. . R
- =- ----�-- p,,�� ........ 0221 -9-206/9-20 /9-208 a
m o m 0 or .� EXIST. W R. VIDE .HINT USE p.W.-COITTR11�I01) EATERETNT .......... .............. • . .•....• UT• •• O = �"
04 7
62 FT. VIDE .JOINT S AG EEMERT'TQVE EXECUTED PgIDR
_ o �fD. a.a.wwwl • -�• hoc POF a w.*. �TO CONSTRUCTION � PROPOSED BUILDING FAC NO. 0025-90 2EVIs1 OQ W J W
OU FT. PUBLIC IR(LITY EASCIEIT w.w
SCHUCK 'S AUTO SUPPLY PROPERTY '�. ' $ THESE PLANS ARE "APPROVED" FOR SHEET NUMBER
LNk
, HILL-RAAUM INVESTMENT COMPANY AUBURN VEST •2 PROPERTY CONFORMANCE WITH THE CITY OF AUBURN
i = ENGINEERING DIVISIO R QUIREMENTS
f -5L' Approved Sr 4uZ A - 1
S I TE PLM - DRb Approved: L _cb _`t I
SCALE: 1' 40'-S'
! DATE - 2-2-90
Q4o6 9! : `.4: / 'P' t
SITE DATA :
( EARTHWORK QUANITIES )
Z L
CUT (FOUEDATION AREA) IZ,999 CU.YD, C. '1
/ E ( a
FILL 11)850 CU.TD.
CUT (EXISTING BANK) 111052 CU.Y➢. c 1Mpa4jF \ `� w w
4 5 6 T
5 6 7 8
EROSION CONTROL :
-'
G- G- G9 10 ( STORM PATER RETENTION )
TRACK AREA 4.50 ACRES
ON-SITE RETENTION (PER ACRE) 1.000 CU.FT.
VOLUME RETENTION (4.58 X 1.000) 0.244 CU.FT.
AVAILABLE STORAGE 1240 ' X 70' X .5') 0.400 CU.FT. ._..._-
NOTE: STORM WATER ENTI13N LEVEL IS DESIGN ELEVATION 55.25 FT.
OVERFLOW ATION IS 56.25 FT,
CONSTRUCTION SEQUENCE :
1. CONSTRUCT 20' X 100' CRUSHED HOCK (4 IN. MIN. 4
SCREEN) ROAD AT VEST EDGE OF EXISTING A/C La �( R
Commm OF EXIST. mmulm PAVING ON NORTH SIDE NEW BUILDING ADDITION. c m
....... ALL TRUCKS LEAVING SITE TO EXIT OVER ROM.
b A ORAiIYND[ B la CROSS SECTION DELOIr) 2. CONSTRUCT FILTER FABRIC FENCESWHEREINDICATED
ON PLAN AND PER DETAIL 2/G-1. n
I ABRIC OVER ALL EXISTING CATCH
A r - g . --- ---- ---__-------- ------------ v--------- - ------------------- N GRATES.
...-...... ; 3 INSTALL FILTER F
„_-„�.:.. —_. 4 -_ _.y N. 89 DEG 9 IN. 48 SEC. E. ( 1 .240.08' I BASS TE
. ................ :.
LL HAY BALE FILTERATIUN SYSTEM AROUND
• SSqq E% T S.E. CORNER OF EXIST. BLDG
140' .. N.7 EXIST. CURIO LANDSCAPES AREA .
4 ....._...._ ..
AND
135'' SOUTH PROPERTY LINES INSIDE FABRIC FENCES
IR7<DIY�VAl1
G_ _ OVEDF1.Ov SIE DETAIL LG
S.
STORM
ER
130 '' ..- .� .� ,-- :�" .-� -....��...,,..' 1 6 EXCAYATET(M STOtMTYATERTRETENTIONGHASINHVHERE z
' � $ FIL FABRIC FENCE
.. STOW WATER RETENTION BASIN INDICATED ON PLAN. BOTTOM OF BASIN TO BE AT
G
A
12S - r w.� �a [%GWAIE 140 R. x A R, BASIS - I I ELEV. 56.50 FT. V/OVERFLOYAATNELEV. 56.25TO BE ATIFT. N U KK
1 SIDES OF BASIN TO HAVE 3 1 MAXIMUM SLOPE. L
3 3N1 SIDE SLOPE (TYPI CRYAO ROCK DRIVE AT W
G- i1.W 7. STRIP S® FROM AREAS TO BE CUT OR FILLED AND
32P' ;• ' : ' .. ' STOCKPILE IN SITE.
s
WILL C ;+• . EXIST. NC PAVIN6 u
Y
2 115 � 8 . . . . . x . . . . .
X / I B. COMMENCE CUT AND FILL OPERATION. MAINTAIN
G-4 �: .,..... TRANSPORT STORM WATER TO RETENTION BASIN.
305• _ __ _ _ _ N
' E% SUES ON CUT OR FILL THAT DIRECT STOW PATER
TO RETENTION BASIN. DI6 DITCI�S IF NEEDED TO
I R/INSIOR J L
I R R
-.� 9 ALL TEAS TO BE FILLED SHALL BE DONE IN 6 I R R
� : " �" O 95X DENSITY HELOV r
100' PAVING
SLAB AND ALL AREAS UNDER A/C .. ■
1 .' SHT. A-1 FOR NEIOO AND CROSS SECTION •. •.. FALDING LINE i N Y SMALL BE COMPACTED TO 9 I I G ENS JI
10. MAINTAIN RETENTION BASIN. DITCHES AND FILTER Om w
LENESI.
4 ALL ; ' —EXIST* COOFD LANDSCAPED AREA N N SYSTEM UNTIL ROUGH GRADE IS COMPLETE AND ALL
_ z
.............
UNDERGROUND PIPES HAVE BEEN INSTALLED. BACK y
BCKBRT v
E O' R( FILL OF RETENTION BASIN SHALL OCCUR WHEN NEW
STORM PATER SYSTEM IS E COMPLETE AND TESTED AND
/ t\\\ Iw >- I ALL INLETS HAVE FILTER PROTECTION. MAINTAIN
NP FILTER PROTECTION TILL MC PAVING IS COMPLETE o
2
LEGAL DESCRIPTION : LZ 1
e $ I z I THE SOUTH 1/2 OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 U
NEW BUILDING AD t I T I ON � w OF GE SOUTHEAST KIN OF SECTION 2. TOWNSHIP E 21-N.
OF THE
4-E. V.M. . KING COUNTY. N 2. TOWNS EXCEPT Q W
• I � I THE EAST 30 FEET THEREOF: SUBJECT TO A PUBLIC
UTILISOUTHT30EFEETETHEREOF.T OVER THSPLAST 0011-90. FEET OF THE H--
EXIST . BLDG .
FINI 1 FLOOR ELEVATIt1N 66.00' FINISH FLOOR ELEVATI 62.00' FI FL. ELEV . 60. 00 ' 1 m w Q =
„ I Z w l ¢ � P
SS 1V�� g I o f '
' DMINADE DITCH riDD6 LIME ..•..•.. DRAINAGE DITCH 1 CROis xw
SECTION BELOW)
EpS7F�(` LII`LiH gQ1x R�Q7FRp�
L DM FI ERAQ W!!/ROT TI _ _ 0 z
'E LT P EC ON I z
.... ...........µ. .......... .... --_ _
........... I
............... .. ...1... �
... ................... .. ....
EXIST. S.S.
M !o FILTER FARR C FENCE ❑
A'N•-• SEE DETAIL 2/G-1
SITE
h y
I
NOTE:
SITEGRADING PLAN BR " " tXItTD. CONTOUR LINES AM N AY_z
S
—Bl.tO-NEW Rosh GRADE Ort CuIE LINES AND GRADES. WEST VNLEY NV ITE D
SCALER 1 IN. 40 FT. — FHOOIT GRADE COTURE LINES I
PRQ13110 EMBE CO)TLRE LINESca
i
G M
I J
R.a
VALLEY FVT. S.R. 167 ' V
W ~
VICINITY MAP
NOT TO SCALE
WATER FLOW LIES FABRIC CHIN. 24 IN. HIOMI 2 X t STAKES AT E FT. C.C.
MAY ONES WAR) STAKES EACH EXIST. A/C PAYING
—" IlocS- .I CRUSHED ROCK SPILLWAY y py
OVERFLOW LEVEL
rAVRD Roa( WINE FA. sD
2601 VEST VALLEY HIGHWASIDESALES � �
IV. GRADE � —
B AINAE FLOP 3
MBER
"IV BAE FAC— L N❑. 0025-90 R S EVII0kl B_
WATER STORAGE LEVEL F
1
--__ - --- -- -++c(--- ---
55.25
M r
EDGE rF IXI .MVIN6 THM RAN AN -APPNY#Ed' P011 SHEET NUMBER
EXIST. C.D.f COVER GRATE Y/FILTQ fABRICI r� SECTION
54.75 �' � THE C'MIOF
�PtU/V1J {R B BOTTOM OF RETENTION BASIN sm"aww 6 MANOWS EAU Emm"
BAN vtev cRoss SECTION k � G - i
DETAIL - 1 - DETAIL - 2- TYP . DITCH SECTION DETAIL -3- DB*Appmvod 1 -
A. • 1n.
SME, . . I R.
1
DATE - z-z-so
91 D I Z-4'1 2 of 8
d�
EAST PROPERTY LINE
130 130 `
i
..................................`..'.�-M1+_ ........................ ............ ........... ........... ............ ........................ ............ ........... ............ ........... ........... ........... ........... ............ ............ ........ ... ... ..
1
110 110
....................................... .................. .......... ................ .......... .... ........
........ ........... ................................................................................................................................................................................................................ Q
. . .
go
................. PROPOSED GR E PROFILE
EXI
.................................................................................................
. GRADE PROFILE
........................................ ........................................ .... ......................................
.....................................................
..................................................
...........................
..........
.............
.........
—.........................
....... .........
i
............................................................................................................
............................................................................................................................................................................................
70 1 70
.................................................................................................................... .......................................................................................... .............� .. ..... Z
_ .................................. EXISTING MADE PROFILE .............. .......
.............................................. ........... ........... ............ ........... ........... �..�._ ........... ............ ........... ......... ........... ........... ............ ........... ......
.............................................. ........... ........... ........... ........... ........... ....... —_.......... ...................... ........... ........... ....:...... --
_
--- ----
M
' S0 OC
1
j
PROFILE - 1 - '
I SN
1 �
EAST PROPERTY LINE o ,o
rL/ N N
® 0
130 130 W r
....................................................................................................................... ...... ............................................................................................................................... ...........................................................................................�....... O
.......
..................................................................................................................................... ...... ..... ........................................................................................................................................... ........................................................... .�....... W
1 ~
110 1 130 m1„4
............................................................................................................................................................................................................................................................................:.............. ........................................................... . ....... O x
1
...\.\................................................................................................................................................................................................................................................................................................................................................... ....... N
.....`.:............................................................... .............. ........... ........... ................ .......... ............ ............. ......................................................... ........... ........... ............ ........... ........... ........... .... ... N
TIE OF EXISTING HANK I 1
90 90 n >
E%IST RADE PROFIL NEV ILDING ADDI IW �:::::J:
i
..................�.... .............. ................................ .....................................................................................
AA%IM1 SLOPE - 3:1 ,,.. NEV DUI DING ADDITI
...................... ..__... ................................. ........................... ................................................................... ......4.. r.............................. ...DING ADDI ................................................... ...... _ ....... v mod'
__________________ _
70 __—_ 70 6
IL
STING BUILD —
......................................................... . .................—......�.................................I.................. ..... .............
PROPOSED G E PROFILE ......................................... .......................................................
............ ........... ............ ........... ........... ........... ........... ........... ........... ........... -______—_ _______________ __ ..... ....___—_ —_____________ —______—_ _________ EXI TING GRADE ROFILE .......
.. ..... .... ..... ..... ..... ..... ... ...........
i
j
PROFILE - 2 - j
1
/ EAST PROPERTY LINE
' D
170 1 190 0
........................................................................................................................................................................................................................................................................................................................... .... ...... ...... .1 ....... J
1 M
........................................... ................................................................................................................................................................................................................................................................................................ ...... ...... . .......
110 1 110
................................................................................................................................................................................................................................................................................ ...................................................................... ....... M
............................... .... C 1 90
................................................. ...... ......................................................................................................................................................................................................................... ..............................................
Q
EXISTING GRADE PROFILE
D�
................................ ................................................................................................................................................ IXISTIN GRADE PROFI E
........................... ............. . 2601 VEST VALLEY HIGHYAY
70 PARCEL N0. 022104-9-147
....... 022 1 04-9-206/9-207/9-20C D
........................................... ........................................................................................................... ........................... ............................................................... .......... _... FAC N0. 0025-90 E
.................................................................................................................................................................................................................................................................................................................................................
50 50 `i�M�`
APPROVED STETMLWAM
DEPt OF iIUBuC MO RlO➢
PROF I LE — 3 SCALE: CITYPdG DEPARIYE AUBURN
HORIZ. - 1 IN. - 40 FT.
ENGINEERINDO VERT. - 1 IN. - 20 FT. G-2 2
APPRaVEO
DATE — 2-2-90
913> 1241 S of 8
0
.I P
/ SOUTH PROPERTY LINE NORTH PROPERTY LINE
110 4/ 110 AMM
............. I ..... ................... ................. . .............. ....
.......... .................. ................... ................... ...............I... .
...................I................... ................... ................... .............
.....I ................... ;Jf 91• 4U,•'
90 90
...............I................... ................... ................... ................... ................... .................... ................... ................... ... ............... ................... .............. ....
...................i.............. .... ....... ....... ...... ....... ....... ....... ....... ........... ... ........ ..... .. .......... ..... ... ......... ... ............... ................... ......... .........
GRAIE
................... .............. .... ................... .... .. NEV BUILDING ADDIT OP . ..... E%IS. .T......... .. P.Rff.ILE
.. .... ...I............... ... ... . ..... ........ .. ........ ... ... ............... ................... .... ..............
70 I ' 70
................... .............. .... . ........ .......... ........ ................... ................... ......-. .. .. ................... ......... ...... ... .......i...'... ......:'....... • .
.................... .................. ...... ....... ................... ...... ....... ...... ....... ................. ................... .. ..,............... ................... ...................
PROPOSED FI GRADE
i
50 I 50 c
Q L
PROFILE — 7 —
NORTH PROPERTY LINE
130 i 130 I SOUTH PROPERTY LINE
1
r
...................:......_.._....... ................... ................... ................... ................... ................... ................... ................... ... ............... ................... ...................
g0 90 Z
.................. ................... ................... ................... ................... ................... ................... ................... ... ............... ................... ................... .................. ................... ................... ................... ................ ............. ........ .............. .............. r
.................. ................... ................... . o y
ZZ a
................I................. ............. ............. ............. ............. ............. ............. ............. ......... ............. ............. .... ............�........... ............. ............. u +
. . ................ .............. .. ... ............... ................... ................... FMS 7eAeL ' Q e
................... ................... ................... ................... ................... ................... ................... ................... ........... ...... ... ............... ................... ................... . ... FIMISN iwE EXISTING BUILDING
70
....................................... ....... ........... ................... .... .............. ................... ................... ... 70
1.711 HXItT. 6RAOE ; 1 .. u
QIiT.
................ .. .... .........
......... ....... ............. ........ ............. .............
RUM oval-,
_ W
........ ................... ................. ... ............... ................... ................... I
*NEW BUILDING ADD TION
.............. .... ................... ...... ...... ..... ................... ................... .......... ........ ... ............... ................... ........ ..... . .
70 J
>� 70 I PROFILE — 1 1 — w
.......... .............. .... ................... .... .............. ................... ................... .......... ........ ......... r
L .............. . ................... '
....'................... ................... ................... ................... ................... ................... ................... ................... ... ............... ................... ...................
50 50 I 110 g m
I 110
4 Z
W
PROFILE — 6 — ..................I::::::::::::::::::: ::::::::::::::::.:: .::::::::::::::.::: ::::::::::::::::::: ::::::::::::::::::: ::::::::::::::::::: ::::::::::::::::::: ::::::::::::::::::: ::::I:::::::::::::: :::::::::::........ ...............*:::
U
f0 90 w
1 —....... .....—....... ......—....... .. ............... .......... r
130 130 ,
........ ................... ................... .... ..........
...................I................... ................... ................... ................... ................... ................... ................... ................... .. ............... .................. ....NEV w LDING ADOIT
. ................... ...... .............DITI ................... .......... ........ ................... ................... .... .............. ................... ................... A =
................... .............. .... ................... ... ;
m/�/ N
Vf
1 U m 70
... ...
,..............
. ... ... ... PROP SED FIN. G E R
.................. . ................... ................... ................... ................... ............ ...... ... ............... ................... ................... ................... .............. .... ................ .... .. ............. .... ... .. ...M1%I M SLnK 31.1 ....'........... ............. .............
110 —
... ... .. .... ... ... ... ... ... ... ... ... .. ... ... .
110
1 ............. ................... .............. .................... O ¢ N J
...... ......... ................... ................... ................... .......... ........ ....
Lj
...................'................... ................... .... ..... ................... ................... ...�n.••u•••,••• .u.unr...... ,�. .... .... ................... ...................
..... .. ..• X J
.............. ................... ................... EXIST. GRADE PROFI TEM'. RETENT ON DASINs• i 5G m >
00
................... ................... ................... ................... ................... ................... ................... ..... ........ ... .......I........... ... ........I...... ................... ................... 1
� dw
................. ................... ................... ................... ................... ................... .... .............. ..... .. ........ ................... ... ............... ................... ................... '° I PROFILE - 10 -
OIIeINN. 31T
...................:................... ................... ................... ................... ........ .......... .......... .. ... . .............. ................... ... ............... ................... ................
...
EXI . GRADE ILE .i,l
................... ........ .......... ................... ................... ................... .......... ... .. ................... ................... ... ............... ................... ................... 70 ,
NIY FININI 1 '
70 110 a
..........VA!r.... ................... ... . ............. ................... ................... 11
— ... ................... ...................
................... ................... ................... ................... ................... ................... ................... ................... ................... .... .
...........:................... ................... ................... ................... ................... ................... ................... ................... ... ............... ................... ................... ............. ............. ............. ....
................... ................... ................. . ...... ............ ................. . .. ,w.
................... ................... ................... ................... ................... ................... .
. .
50 i 50 I >a
1
'.............. ................... ................... W
PROFILE - 5 - 1 ...................i:::::::::::::: :::: ::::::::::::.:::::: ::::::::::::::::::: :::: ::::::::..:::: .::::.:::::::::::: :::::::::: :::::::: ::::::::::::::::::: :::::::::.::::::::: ::.. .............. ................... .............. ....
NEv wILD3 ADDITION ; 70
70 PROPOS FIN. GRAD
................... .............. .... ................... . ................. ................... ................... .......... ........ ..... ............ ................... .... .............. ................... ...................
. .... . ....... .........
.. .......... ........ .. ............... .................. l7
. .... . .. ... ... ... ...
150 - —
...................I................... ................... ....... ........... ..... ... ......... ................... ..
............. ... ... ... ....
.......
....... .. ........ ... ............... ................
... ................... ................... ................... ................... ................. ................... ................... ................... TENP.-..ETEN. ,.............. . .............. ................... .. G
M
i E%IST. G PROFILE TEIR. RETENT ON BASIN 1 50
................... ................... ................... ................... ................... ................... ................... .. ............... ................... ................... 50
i J
130 1 W y
130 PROF I LE — 9 —
W Z J
-: Z 2 ~"
................... ... ............... ................... ...................
............. ................... ................... ................... ................... ................... ........
.................. ................... ................... ................... ................... ................... .... .............. ................... ... ............... ................... ................... I W O F O
_ . 110 110
110 G
11
V1 OL
.................. .......
W d
1 ............. ................... ................... Z Z w H
................... ................... ................... ................... ................... ................... ................... ................... ................... .... .
........... ................... ... ............... ................... ................... ................... ................... ................... ................... ................... ................... . ... ................... ................... ....I.............. ................... ................... a �-
i................ 1 ' 90 W W N
1 go go —
90 ................. ...................
..........I...... . .................. ................... ................... ...... . ......... .. ................ ................... ................... ... .. oc
............. ................... ...................
... .....—....... .....—....... .....—....... ... .............. .......... ........ ................... ................... .... .............. ..
EXIST. GRADE PROFILE ' ... ................... ................... ................... ........ ......... .......... ........ ................... ................... ....'.............. ................... ...................
OZ
................... ................... ................... ................... ................. ................... ................... ................... ... ............... ................... ...................
NEV UILDING ADD ION
................... .. ................ ... .............. ................... .. ................... ................... ................ .. ................... ... ............... ................... ........ ......... i.. . ....... ................... ................... .. .... ........ ................... I............ . . ... .. . . .
' 70 70
70 FAc No. oozs-90 7zLy Slo 1. WQ, mOC J
70 PROP SED FIN. ERODE O O
/ ............. .... ................... ............ ..... ................... ................... .......... ........ ......... ......... ................... .... .............. ................... ...................
........... ........
................. ................... ................... ... ............... ................... ......_.....__. ................... . ; Q W _
1 ...... ....-.. ....—....... ....—....... ....—....... ....—....... .......... ........ ...... ............ ................... .... .............. ................... ................... T
.................. ................... ................... ... ............... ................... ...................
""""""""""' -------- --- NESE PLANS ARE ••APPRMor, FOR SHEET NUIvBER
................... ................... ................... ................... ................... ................... .
----- — - ------
..... ................... ................... ................... ................... ................... .... .............. ................... ................... CONFORMANCE WITH THE CITY
...................1................... ................... ........... OF AUBURN
"" """" """"'"" ' ' EX S7. GRADE ILE ' 50 ENGINEERING DIVISION' REG IREMENTS
so
50 so Approved BW: G - 3
PROF ILE — SCALE; ERI, - I IN. - 20 FT.
PROFILE - 8 - DestoAD
VERT. - 1 IN. 20 FT.
DATE — 2-2-go
91 D 1241 -f of 8
41p 4
NORTH PROPERTY LINE � NORTH PROPERTY LINE ,•y yea Qr��;'` /t
, j •a\ J
100 1 100 100 100
11.16. MITI F.M. MITI _ I
................... .. .............. .................... ................... .... .............. ................... ................... ................... .. ........... ............. .............. ........ ............. ............. _
................... .......... ........ ................... ................... .... .............. ................... ................... ............. .... .. ............. ............. ........ ............. ............. ".... ............. .............
BO 00 so �I>7. so
l.IML YYiOt ................... .......... ........ ................ ..
110 - 110 ... I.IML ............ ............. .... ..nl ilk.......... .... ........... ............. .............
................... ................... ................... ....... ...... ........... ..... ..... ry......... ....,.............. ................... .... ... ... ... ... ... ... ... .... .... ... .
ST. .M.t 1 Sit
F J
................... .......... ........ ........ ...... .............. ....1.............. ................... ................... ...... .............. .............
................... ................... ................... ................ ................... .......... .... . ... .-�. .......... ...*. W
... .......... y L.... .. .. ... ... H.,
................... ................... ................... ................... ................... ................... 60 , 60 60 60 KURT.
a L
.................. ................... ................... ................... ................... ...... ........... ................... ................... ................... ................... ................... ................... � PROFILE —�9 -
90 PROFILE — 10 —
. . . ... . . . . . ..... ... ............ . . . . . 1. . . . ... ... ....... ................... ................... .. ............... ................... ................... ................... ................... ...................
................... ................... ................... ................... ................... ................... ....... ,I
am
... ...... .... ............. ... ..... ......... ................... ................... .I................. ,
IIT. ORM
.... ................... ..................... . ........../1.1........... .. ... ................... ................... ...................
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70 70 loo loo
. .......... ................... ..................... ...................
. - n
, . I P... ,.............. ................... ................... Z
............. ............. ............. ............. ............ ... ............... ................... .................. ................... ................... ................. . ...................
50 60 eo LLJ .
e
................... .......... ...... . ............... ... ..........:........ ....1.............. ................... ................... 6
PR❑FILE — 4— ... . .......... ...... ................... .... .............. ................... ................... ! g
............ .......... ir.L.... .... .............. ................... ................... A. .. ....... ...............
i0 60
130 130 PROFILE — —
. . . j
................... ... .............. ................... ................... ................... ................... ................... ................... ................... ................... ................... ...................
........... ................... ................... ............ ...... ........... ....... ................... ................... ................... ................... ................... ................. . ................... H
................... ......... ........ ................... ..........
110
N
e,I SUM 130
n
0 0
110
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................... ....... ........... ................... ..... .. ......... .... .............. ................... ................... W
90 -
F................... ................... ................. . .................. ......... tlJ1.. MIT A...IIYl Q U
................... ................... .Harr:.......... ........ ......... .................. 90 l.. I
SlAt go' w
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....... ... ... ........ ....... n. �.rt ,
70 Lit
�.. ...... 1.............. ................... ................... (� x
70
mAm. 70 is
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— 3
.............. ................... ................... <
................... ................... ................... ................... ................... ................... .
i 0 ¢ �
SO 50 so
50
PR❑FILE —3— PR❑FILE —17 — aw
I
110
110 110
.......... ... ..
110
.................. ................... ................... ................... ................... ................... ul...tlML
......... ..... ...... .... ................... ......
90 I.IML wAi !0 .. 1 =A[ ' 90 H W
............. ............. ...... .. .. ...m:s...a oc. . ............. ............. ............. ............. ............. ............. ..I.......... .............. ........ ............. ............. ........ ............. ............. —J
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................... ................... .QfiT........... ...... ....... . ...`."_- iiIML w
70 :, aA.
70
................. ................... ......... . 70
................... ................... .........."iUCAV _
................n . ........... ................... ....,.............. ................... ...................
1
LD }.............. ................... ...................
z
so so so 50 Q ¢ o
PR ❑FILE — 2— PR❑FILE —16 —
D
� w Z cy
110 —
110 110
110 O
.............. ....I.............. ................... ................... o
w
................... ... ... ... ... ... ... .. zc
90 . ...... ............. ............. ............. ............. ............. e.uarL . ......... ............. ............. ....1........... ............. ............. ¢ " F-
I.IML 90 90 90
............. ................... ................... ................... ................... ................... ................... ................... w (�
l.
............. ............ ...... ................... ................... .... ¢ 3
.... ..... .....M.ne..Awi. . ............... ................... ................... ................... ................... ................... ................... .. ............... ................... ................... ....I.............. ................... ................... Q
................... ................. ................... ..INISR iMR... .... .............. ................... ................... ................... ................... ................... ................. ............. = Z �
` .. ...... ._,.. . ................... ................... ................... .... .............. ................... ...................
70 _.__._ 70 70 -n�. No. oar- o
70 r o 9 rztvlslo i X w
—_ J
................... ................ . ..... J
o Q
............. ............. .............. . —. ............. ............. > ¢ w _ LAJ
................... ................... ................... ....I.............. ................... ...........I....... TH ESE PLANS ARE "APPROVEd' FOR
................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ...................
so
CONFORMANCE WITH THE CITY OF AUBURN
SO 50 50 ENGINEERING DMSION'R RE UIREMENM
PROFILE — 1 — App1O1ed �"""' "" G — 4
SCALE: RMIZ. - 1 IN. • 40 FT. PROFILE — S_
Orb Approved: -13 -QI
PERT. - I IN. • 20 FT.
DATE
S
91 D 1 z41 S of Y
EXIST. It IN. . /
DIP VTR.MIN ••
1 AT QN Ctlp¢ T Y EXtn. s IN. !• /
PA A ER7 L1 six SEVER ••,
LH 7 SC�A�N�EpyDy 11111PP) u=v....... EXIST BIN. F
M-I ZUNE AfI[RI 1NL I R VD MIN I.E.AT CIBISSINS • 51.W R. I. viAM DRAIN
SIDE SEVER I.E. AT CROSSING K.17 F . •4.uY..ji.+..++u=..u.x:v...
1S'Iu••L^-J 0
RIM • W.W '•"'
tAP I.[.• w.W N. 89 DEG. 99 AIN. 8 SEC. E. ( 1 .248.88 ' 1
_-__-__-__-__-__-__-__-__-__-__-__-__-"-__�_--__-__-__-__-__
f --------T__---------__ _ ___________________ ______ ___w W ____.-.._.._.____._.__� E%IST.C.B. is a f
7 .__._
; s6.00 19
MOCRERY YPLL f RDM . 0.40 Sxwa I 9 I a
V� RIM RY:w jf7.MJl RIM • FftfB 7, v7 I G
' J7,6A S.E.• 84.w YaZ p
,
; I.E. - B4:w ;
ROCIDaRr VALL o 1 M. PVC
• / -~ 4 O(TROL STRUCTURE
II-C NG I
9 B ; r__ _...____�•�; IN ELEV. W.47 .
f -Q.W------------- T O \ ' OItE. .16 FT. IN.
a I a•n .:./
t I ~ I a
F i
RRIJIIT.C.f.I TITS tFT. a e
,W M [LEY. 54.T. R. aI p
,ED 6 IN. PVC �� i I i w RIM w.d-E. Rt.41 R. it A
•, , LE.• w:x J3. It
I
,
,
61.W~' I� _ _____ ______ _______ __ ~. _ __._________.__._...� � EXIST. 12 IN. PVC • `
• a
t t [ 8 =_ =x.Sv=.=v.==
`- SI v RIM • a6.K 4 -f3 Sp = __ ��• a
RIM 6 C.O. I.E. - 86.25 ,�..d C.O. I 5 a
I.E.• 6t.ffi ._._-___ - •uu.S-=t ry0 }
_______________ ------- RCMOYE EXIST.
C.B. • .u. "
CUT OFF mtT N PIPE
AS pEO TI.A7 NEW C.B. •-a
Z /a ri w.o0
3Ne J
/ 6 > I E o &
RIM
In 0 .,
11.1 A Li W.
My ° NEW BUILDING ADDITION FIN. FL. 62•00FT. EXIST . BUILDING �"" Z
a ICE
.• FIN. FL. ELEV. 60.00 FT. ••••x.....•x•_. Em; _j J L
SI[.: iwwaffia T _ ___I A�►ry��. TE[SRyry�=' MS}0,NE6tTM��-7 '�'••-we z8 W
62,73 T lY1SH�S m TIvis LE ;I Z a lz
R
N ! v @MLLI
RIM • 6Y.fR EXIST. 8 IN. PVC SEVER MAIN CI X
I.E.. SP,16 .(.• ABJUST F TD BE MIM.
. f ll IRA. 0..BfIa VTR.MIN F
�' E .■ . H a " EXIST. C (TYPE I
RIM ELEV. RT. R.
f �+
l.E. w.fl R. S
r171 L.F. 6 S 0. •`0.0. C.O. MIN. I o
lx u.� MI 1 C.O. m�r� """ 4A �
su. vuusn•e>.w• 111 1 0 0 r
�vx...x. a � V ' I.E. 56.tH _-
_ Y ER •
t
- 11 NJIST 12 IN PVC 7
-.�•••m..xx®..e....x...x.x ..... 0- L V 5 8 AUBURN r
'�' '�'i'R3Fi"'i3' LrE. ( 1 .z4e�21
mxxx•x=�.+.+x•.�...• SD ., x.x=xn= LEX a gBNuE AM1CMA{ �CR(AR CC.REAR W
RIM • H.So .t.n ---------- - ---) I " a •3 cH E E S$��6 0 A w
W R. PUBLIC UTILITY U'KT. LE.• T'Ra /z ' 3+,61u��r Y ._. ___ *L o EXIST. C. .1 YPE I-CI a
AIN tLEV: w.W R. fS0.I0 COVER, " a • 1"'
l EXIST• 12 IN. DIP WATER MIN EXIST. 12 IN. PVC x 7 a Iti
EXIST. C.B.(TYPE 1-CI fAi //----�Y
9 Y M-1 ZONE MEN i ST C fU EXIST. C.B.(TYK i-C1 I11 I.E. 33.31 R.2: E. td1.5{(TYPE 1-Cl 9 RIM ELEV. SS.aO rt.
EPj jLEE[Vy I.E.RIMELEV. w.W R.
I.E. 55.'/4 IXL9i LCSjAIICT IIR7I-Cf1111 RVWKX I .�TN iTYK III cWliRa STRUCTURE
L) m
B RIE.ElAy.FA.K R7 rt. SIX. TO SET. BOJIY AND WITH 7-3/4 IN. ONFICE Q m
3
HYDROSEED B STABILIZE EXIST. AND SEE SHEET NO. SS-1 FOR SANITARY SEVER SYSTEM DESIGN 10 . 5 CONK. CURB
NEW SLOPE AS REQUIRED SITE PLAN ( STORM DRAIN ) IfT. li IN. % 40 FT. PVC STUB n
PROYIBE EROSION CONTAIL STRAW cOfltti D ST. l VCR NMIN AT ON L Wi 3 IN. COMPACTED MC PAYING (COMPACTED) W
conFY ON NE R IF Yatrt LOCATION 6 DEPTH. SEE SHEET NO V-1 FOR WATER MAIN SYSTEM DESIGN =
BASES UB APPROVED EQUAL SCALE: 1 IN. 40 FT. NOTIFY OKIMmI IF M'. IS DIFFERENT FIWI PLAN xo
SEE SHEET NO. V-1 FOR UTILITY NOTES f !N. cRlixEn ROCK (5/8 IN. ntlus) m z
00
6
d W
MIRWI FILTER FABRIC roo av°9 44° 4°vD a'
OR APPROVED EDIIAL WRAP
_ STORAGE ELEV. AT C.B. 6100 FT.
STORAGE ELEV. AT C.H. 4 SB.00 FT.
STORAGE ELEV. AT C.B. • 61.50FT. EQUIPMENT DESCRIPTION ; TYP , CURB - PAVING SEC .
z RIM ELEV. AT C.B. Q 64.4Z FT. C"a✓i.rl
III z RIM ELEV. AT L.B. 37.97FT• (A� B."r) 1. TYPE 1I IN IN,I CONTROL STRICTURE. SEE DETAIL 3/D-I 3
i RIM ELEV. AT C.B. 60.f3FT• (AS a-1,T)
t. 6 IN. BSA. PVC DOWNSPOUT.
t4 1N. MIN. " 25 YEAR VS
d 3. TTPE : 194 IM. 1 CATCH 1A22N. •
3/4 IN. TO 2-1/2 IN. CRUSHED [BiE NOW CB ADJUSTMENT 4. TYPE II (40 IN. 1 CONTROL STRUCTURE. SEE DETAIL 3A 1 SITE V4
WASHED GRAVEL . . � BRICKS (MINIMUM) Q'
S. TYPE I (24 IN. 1 CATCH BASIN.
6. 6 IN. ➢IA. PVC PERFORATED DRAIN PIPE. SEE DETAIL I/D-1 = W
6 IN. PVC PERFORATED PIPE TOP COVER V/21 IN. X 27 IN. j„" u
dQ HOLE (6 IN. THICK) 7. TYPE I (84 IN. CATCH BASIN. SEE DETAIL 2/D-t z 8 oc
D z
6Q 3. TYPE II (K IN. ) CONTROL STRUCTURE. SEE DETAIL B/D-1 W
AV-2 E (n
STD. TYPE II C.B. 9. 6' ADS ASTM F-40E IWILTEM71M DM2N PIPE 36MM MOCKRT. V V VY SITE J
(40 IN. DIA.TYP. 1 �yti ; I.y
DETAIL - 1 - ///�y��\\
SCALE: 3/4 IN. • I FT. SIDRT NIPPLE (LUBRICATE Q: PVC 3pE81LE 40 CM G 1--1 z LAJ
Q
BOTH ENDS
-IMF CL
HYDROSEED EROSION CONTROL IF EXIST AND NEW SLOPE PVC SCHEDULE 40 TEE uu 0. tW A/C MlL2N6 C]
EROSION CONTROL HAY SALES OR APPROVED EWAL V/RUBBER GASKET JOINTS TRANSITION GASKETS 1J1 0 z
CC VALLEY FVY. S.R. 167 Z) Q
FM ATD/OR LAPDSCAPING ry W W W z
VICINITY MAP Hz w 1L
2 IN. A/C PAYING NOT TO SCALE LJ_ O F_
12 IN.PVC �! IN-:PYL LL m z
II� 4 IN. OF 3/8 IN. MINUS CRU9 ROCK -
CLASS 150 Arc COUPLING I.E. AT C.B. Q • ?f. 7BFT. ¢ ?
Y/RING TITE X I.P.S. I.E. AT C.B. '3' - 58.45 FT.
TRANSITION BASKET I.E. AT L.H. '11 ' 54.D9 FT. I.E. AT C.B. O4 • TY./2 FT.
I.E. AT C.B. B SD.AS FT. W LLLJ w
2601 4EST VALLEY HIGHVAY < CC
6 IN. PYC T- PARCEL NO. 0221 04-9-1 47 : Q F-
z w h
$ RIOBER GASKET PLUG VIT� 022104-9-206/9-207/9-208
T- � 2.50 IN.ORF2CE A7 C.B. 1
6 X 6 PVC SCH. 40, 90 DEG. M FAC NO . 0025-90 RP V I SI ONI W J W
- B[ID V/ LUBRICATED ENDS R 1.78 IN.ORFICE AT C.B.Q4 W
1.50 IN.[RFICE AT C.H.QB 4,� _Alar
¢TYPE 1-C G1TCN IASIN ,(� �O Rest 1 - 0.33 CFSD noren • 0.70 CFS Tyfse K.4N3 A/tE ss-• Lt MW FllM AN "Ag11pWW FOS SHEET NUMBER
THE /NFORA1ATieRN �V� IN MY OF AUW"
CEMERLINE INFILTERATION DITCH REFS .EG TS EX/ST/NG D we
- 2- �oor*um �wDETAIL - 3 - c�"'� <�� eF �- Ask D - 1
: L4 IRA. 1 SCALE) 3/4 IN. • 1 FT. 'Re m r Do*AMoved A -
DATE
91 D Iz'f 6 Di 8
Q
.�o�o�o�o�..�..�..�_�o�.�•. �..�o�..�•.�..�..�_�_�..�o N. W M. N AIN. M SM. E. ( 1.247.0* )
� N
/ ll[r. [ w. e.g. w I
B
F.
4 ll. C.O. 4 R. CA. R. C.O. C 4 I[. A.• -
w L.F. 4 M. P1C MALMOW
%
• I[L ■4 . w QiMMidi rR� .w� Ryn[
[ a rwY. e.o l
/ I.[.. w.w Ili
• H
t „yy
� oa[r. [ IN. e.g. eY w� � K
FIN. FL. [LEY. - woo FT. NEV BU I L I NG ADDITION FIN. FL. am- - R•00 rT• EXIST . BUILDING �
• FIN. FL. ELEV. - 10.00 FT. 0
cm. [ IN. Pa [0R =
I EO[T. w R. CI1ll1O1 w [ Al. PR sells /Ill MIN CFO
I r andm
liY. 44.481 ([.[. . 01.40) � S
,
N
V . m
EXIST. [ IN. PVC - Z
•�• ••�••�••�• ••�•• N B9 L"F.G. A N. 29 m
<. W t.
= O u
�.. . II a ta
I M
I Q
SEE SHEET V-1 FOR WATER MAIN SYSTEM AND UTILITY NOTES u
SEE SHEET D-1 FOR STORN DRAIN SYSTEM �p
SITE PLAN ( SANITARY SEVER ) PROJECT HAS NO FLMIR DRAINS - REQUIRES NO OIL/VATER SEPARATOR C ` N
RA[1t is. - a R. - EXIST. SM. SEW. IS EXTENDED INTO NEW ADDITION TO SERVE TOILET FACILITIES. Z J
S �
o �
6
aw
w
1
0
[J �
[.n
F
N �+
2601 VEST VALLEY HIGHWAY J
PARCEL NO. 022104-9-147 [.[
022104-9-2%/9-207/9-208 1
FAC NO. 0025-90 W
`.. ' b6 = y
APPROVED
SHEET NUMBER
7Jy<sE P,(A.v.s AR< .R9+ ' DEFT. OF PUBLIC MORI{I
.4Ef4Ec7b Eidd7/ CITY OF AUBURN
o.� ryis ONTE : zf ENGINEERING DEPARLMM
(.sryv.wwra nu<Y 1 pA O :SS_ 1
APPROVED
DATE
9 1 D m4 i -7 of H
It x 12 as.x 12 COST. it IN. Be VD.
a cm. umm swam To 12 IN.
GATE
whim
HE
1ST R. MOSL K MOOR (TY'P) i
le IN. HATE VALVE IN REPAIR BON DIO d
N. M DFTi. ��I N. 48 SEC. E. ( 1 .24B.N' 1 p� O
/ L.F. 1[ M. O (0. RI M. • y i
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UTILITY NOTES
1. AIL VMWMGW AND ATMIALS SMALL COFOa TOM Cm OF MOM'S RAN VWM AND SPECIFICATIONS. NOTES APPLICABLE TO SANITARY SEVER SYSTEM NOTES APPLICABLE TO FIRE HYDRANTS
2. STANDARD SRCIFICATIOS SHALL RE 1901 AT/A AS NOIfl0 BY M CITY OF AMNN. MCLMM MOMS STANDARD
DRWIM. a. SEATER LINES SNAIL N LAD TOM GRAM AO ElEVATIMS SPAN ON M BWMW AS STEEL NOT N CHARGED VITIMT OR. FM HYMW ASNl6LM SHALL COFO•N TO Cm UP NMNR SENRM MIA=.
D. A CAI' OF TIRE APPEARED PINK SHALL RE M-SIT[ BERM CO CMICTION. Cm APPROVAL. f0. FM HYDRANT FED LOW SHALL N DOfNiO AT RSMT NB.ES TOM ■ VLY MUM M CMMOCE VITRO M 5-1/4•
4. PRE-CGNrnLCTUM KETONE SN41 BE REQUIRED PRDR TO ANY CN ZM YOU[ FOR ALL PUBLIC FACILITY EXTENSION PROJECT. SO. SIDE SEVER SHALL K D6TMIID FIRM M Cm RIVER MIN TO NEMOW OF FM FEET IS') [ROB M PROPER" LINT MO WIP NI'RVVR EMIRS DETAIL ICED STARED SETASL).
S. OE-CALL f 1-000.4M-SM) FOR UTILm LOCATI06 f WATER. SANITARY SUER. STEM SEVER. 0K. POWER. TELEPHONE SMALL DE A NdINM SIX INCHES 16•I D DIN[7ER VRN A ONE IOCRR I IS) KOOtY SLOT. $4. HVpMRS SMALL STNO RAY. SET TO I== f VITRO M LMW WRIT RIIR M LAPS MM EIGHTEEN D OW (1•')
IVO TELEVISION). 71. SRN RYES SMALL DE INSTALLED. WERE DEW= BY M OODO. MDO A•••YtJMN Y ~ACTNED TEES AND SMALL PRON FINISH MADE. AB A CLPM AREA AROMA M HYDRANT OF RO LEIS TNH THIRTY-SIX DO= (1116'1.
EL RIBOSE WITH 1NTERTIONT RUE. AL JONR SNAIL K APPROVED NLWM-GAIWM .ROBS. lM LOCATION OF M
{. RRDS CONSTRUCTION. UNTOLCONTRACTOR SMALL MINIMUM. NO SEDIM TO CONiR OW WAE SIS A INTER RSVP n DISCH RGE O TO N. PUPER PORE 9YDL FAZ SIFT ON FM ACCESS AIO DE RWILT ACCEitIRl A AIA ODE VEMOK M /M RMM
THE CmSOLTATIM (CRIB omlwAES TE SEDIMENT LABOR STOW MIEII S/Mll BE ALLOW IY• D DISCHARGE INTO M SIKLIM R10E SLICE EE Alan D7 M E O OF M LEE DSO! TOQUI n A PELTLM TREATED 2 X 2 % 4. FOUR NAI FEET f 17 NDI PIMA ITERATION. N
M Cm 0< ABIER T srow DRAINABE sYSTRM M O(Ho ADJACENT PDOERRD. TO
BRED IT M BED F A STARE. TH IIEHEE PEEP (a'). M tLYER D E SMALL MAT[ A 2 % 4 DRAT MAILED D R
10 THE
VSTSRAOR M M L K INDICATED M G7MD OE PWT [1') HE I BE ) DO rfUN. TWDI AS M DFPTN N. IFMS FROMTI SERVICE AER TO LE STHIN ROIL BE RO LEBE LAMA tO( DOO2 (f•1 DI IINM[IER MB MR lIO1K OYOH BF•0
7. L T= 9L Q MUKXZWM LMNr D ABE t TO AVOID . R SRNL V A fZ BM W CO STRUCTION. Tat OETERN0/E M 70 M SDE SEVER ON LL TOLL BE WRIN ER SALON PARR ON C [ % 4.1 ER ADRETE M TIC TO 'S'. 7V0 K HYDRANTS
FELT [SOIL SK I SE NUT LDS TINT 00 I@') NAME
7NB OKr11TIONi MO L0tl1T1Oi N M 70 AVOID ON9N M RISTNOARE RUIN CONSTRUCTION. DIUQ ft'1 XIM. RYLL BE NEATLY IYSINRED ER M TOP or M COB BVOE M COICIEI[ MAREIPS 70 DEEIOMTE 57. FM xYDRFDTs TALL BE IOTNJat M DMT DOBt (E•1 RIANl70 ON CANON DDINDUfM RFRr MM. a•
1. EXZSTSO FAVOOIf SURFACES SELL K SAY CUT FILL DEPTH VEIN STRUM. UNIFORM EDOS. ALL AIM BETWEEN M M SIN SLYER LOCATOR. O. FIR HYDRANTS SMALL N INSTALLED AT A NOU W&NAM OF NO FEET AIOIO VETS D M<LKAELY mot AND NO W
ICI NO =*DUI MEMORY SMALL BE PAINTED WITH AREIYLT EMW SION (COS-1). St. LOCATION Or SILL on= SMALL ONLY RE CNNI® At BRONCO IIRDR CONSTRUCTION OEM AUTHORIZATION OF Cm. FEET D AL OTHER: DRCS /M-SRE NDVMRS SELL IS A MXDW O' LSO FEET MEN FURTHEST POWT ON DWLDDN 1.
9. M CORNW M RAIL SMALL. REPLACE. ON KLO:ATE ILL SIDS. AS SHOWN ON M PLANS ON AS AFFECTED BY CONTRACTOR SHALL NOTIFY UK== VKN SEAR LWATIO t AN RIMIER. 59. EAV)ORS SILL RE A MINIMUM 7-1/2 FEET EACH SRN ON AN HVWW.
COBTWLTM. PM M Cm Z STANDARD DETAIL. St. COIIMCION SMALL ONTAM AMR Notation AN R[YO CONNECTION POWETS FROM M Cm OF AMBIT PRIM TO CONSTRUCTION.
ID. D.DMC RN TELEPHONE LDO M SMALL RE IN A TW= WITH A N1MW IONIOMAL SEPARATION FROM OTHER UTILITIES $4. ITSMALL BEM COWWCTM'O RtDRAM![PODUILITY TO D M MO T CONFLICTS OCCUR 9 SANITARY SEVER LINES AS
(SEVER.
MM. STWI W FIVE FEET. POWUM M mmm UTILITY LINES RBON NRRRCrIM.
IS. ALL Id nWM M RIWWnM FOR EXTENSIONS O PUBLIC FACILITIES SMALL BE DOE USER M DIRECTION O A LICENSED 35. UNLESS ORESVIK APPROVED. Al CO9ECTIONS TO EXERTION RIVER MDI WITH 10 TEES SMALL EE DOE n Cm O AMC•.
LANE SUVETM M A LICENSED PRDESSIOYL CIVIL ENGINEER. M CONTRACTOR SMALL K RSPOSISLE FIR PIPE INSTALLATION. TRENM EXGWATDR. RAG[ FILL AU PAVEMDR
Ia. BURIN CONSTRICTION. AL PUBLIC STREETS ADJACENT TO MS PROJECT SMALL BE NET CLEAN OF ALL MATERIAL DEPOSITS FLSMATIM.
RERLTIN ROM M-SRE CONSTRUCTION. AS DSRECTED n M Cm. W. 7M I= [10-1 HORIZONTALSEPARATION SMALL K MAINTAINED AS A 4OII4W BETWEEN SEVER AM SEHER EXInM M
It. CERTIFIED AT-RIILT RI M[ NEOUn D PRSON TO P06T ACCEPTANCE. RIVER TO 'CEIffW= M-BUILT N rIDAW S'. PROPOSED UTILITIES. U\9
14. WON UTILITY EASEMENTS AM POMM2. M NRI IMW VDTI SHALL K FIFTEEN FEET IIS'1. EEPOODN ON OEPIN NO ST• ONE NWT S Or VERTICAL SEPARATION SKILL FO MAINTAINED KN AT A MOOT P REND. RYER MS Of1E)t IONUTI SMALL WHEN A
LOCATION. AB RO P09MYOT STRUCTURE RAIL K CONSTRUCTED WITHIN A DISTANCE OF ION FELT (10'1 UP SAD EAOOR. a BIVAX O BY THE E OCCURS. IF x FONT [1•) NENOwA Ii NOT PNSIRL. 71OH A SAS C'.SEHIM SHALL N PROVIDED J
AS DIRECTED n M ENNDot1R. By
19. M Cm OF IOINI WS SDTMLES® TY►ICAL TOLT MDMTUN AN BAOOILL MWJDIR TO BE USSR FOR: M 70. PIPE FOR SANITARY KINDS SMALL BE SM N PVC WHEN PIPE COVER M1 TERRY-SIX INCHES (W'). HEMMED
DIERILL ATDR IF UrlLR6THESE1 . RUM TO T DMWINU FON DRAD.t EOM[ STARTING CONSTRICTION. CONCRETE SEVER POE. SN 21 PVC, M DUCTILE INN CLASS E2 CAN BE USED MEN APPROVED. AN PRIWILY FOR m V
16. Al RE LNSDCAPDN SHALL CORPORA WITH CITY O ALIRM IUOI6 MDWCE, UMM RO. H.N. OYOSIZDN PIPE NO DEEP M SHALLOW TRENCHES.
17. FOR M A CR RUM ADJUSTMENT. MAXIMUM ANJUSELENT WITH DRIER( ON REIN ARE CMDMO SMALL K FOURTEEN INCHES 114•) S9. AN aIL/mATER SEPARATOR WELL K REWSRED TD CmtCT RUBBING FLUOR DRAM TOM SANITARY SEAR. W = \>
WITHOUT f om NEv S[CfiMi. Z
D. ALL MVBLRO NO CAM DATSN IN PUBLIC RI(RT-OF-PAY ON UA n WILL K ADJIRIED AFTER ASPHALT PAYING. By
19. ILL CONNECTIONS OF SM 76 PVC PLR TO ANIMISM SMALL N KID[ BY MDO A.C. ON MR IMB A ADAPTORS. OR APPROVED NOTES APPLICABLE TO WATER LINE SYSTEM {D.
REMNAL.. NAOABM LAPIN LENRHS SKILL HOT EMCEED TWELVE FEET SIX SICI[i (lt'-6•) FOR M BE PIN. 40. PIK FM LAM MESS SMALL K DUCTILE DON MOTOR NOS SRC117MIM A-[I.O OF LAW RRISIOS AND SMALL AS N
21. B DE I= PVC PIK SMALL BEN ON. MOB CRMO NXB FOR M. (4') USER TO SIX ON. (6') M. OVER PCs. THICKNESS CLASS W. PIPE SMALL BE COEn-LDS. M ARUPSOM WITH ANSI WECWZMM A-411-1 OF LATEST iy
O. BEODS FOR CMGBEK AS DUCTILE INN PIPE RILL K N M. MDUS CBMO DOS. SIR IN. (6') UNDER TO SIX M. REVISION.
MIDISMUI am M PIK. H. Al PILLIC WATER MINE SMALL MK A KNIMAM MOM OF FO TY-TOO INCHES [M';.
O. ALL PIK TIM= "FILL MATERIAL SMALL K CLASS 'A' RAM RN GRAVEL. MONIFORD IT M Cm OF AMNI. 42, O L VALVED VM WATD LIKES DILL K NSILIUT TOR 9AK VALVD FM TV0.K DLT I12.1 AB 'OJO. BU TOFLY H
N. PIPE TW= RAXFDL ATERIAL VET IN M OMT-CF-RAY SHALL BE 54 IN. NEWS CNMm NCIR WHEN CONNECTION IS VALVES SKILL BE USED WHEN OVER TWELVE IMCIat f IL'1.
PERPENDICULAR TOM CITY STREET. 42. AEWT:. EXCEPT WOE OHERIZZ NSEUDED ON SHOWN M M MWDNS. WILL N EITHER MECHANICAL OLIC TYPE. M 2601 VEST VALLEY HIGHWAY
HOI•M N REIN EASET TYPE. CONFORMING TO ANIMISM MTIOIL STNSAO
M. PIPE fMDRS SMALL BE DUCTILE URN AS SMALL HAVE M SAW KILO R COTTON. LIMOS PIS STIOOIN ARM PIPE PARCEL NO. OP2104-9-147 t
NOTES APPLICABLE TO STptM SEVER SYSTEM TO WOOS CO90.TO NS RILL COEVW TO AMR RER.D'IMTION A-11.10 AS A'e1'11 OF LATEST NVU M. 022104-9-206/9-207/9-206
40. H=UffIC TOTS ON M fDV PIPE LING SHALL N NAME IN ACMRRR VITRO M WMCMNE FOR WATER-PRESSURE
ffi. PIPE FOR STOW SEWERS SILL N = R PVC WHEN PIP[ 'SEVER E=UM THIRTY-SIX (R'1 DOES. CONCRETE RIO PCs. KRDf PATER m THE
TEST
THE ALLLAT ME ANIDm6 7 ANAL e-9N. . AND TH MDIFIFD OR SMALL
ALL CONDUCT
ALI. T FAC P1D. OO2S-9O J W
)EDEOlTNY To MIRE M TER MALL BE FINM® n M S SMALL SE AND US ALL
pv ION SILL UR ELLT ELL TESTS J
SON LO PVC. CH DUCTILE DNI OJN BE CM BE C RIOT APPROVES. MS RINFBnr FOR OVERSIZlt6 PIPE ON E@ ON uBa 7= CONTRACT. M INCLUDING ALL CO CTIONI TION O TESTS SILL IR HMS[ NO ALL PIFDS AN AFPI OF 000 PS INSTALLED 9..8 9"
R. SIX IN.Ol6• EXNDED C LL ME AL#9EMT TO A MO HERON DUFr;MOLL
O�D ADO 1�101 ALVMRTDRN /� IMRBM 45. >�IDI CCORDANCE W� V AATTER SYTHOM
FIBRINOGENS RR MOR
MOOS CONNECAT A TION N M RESISTING 1NM LINES AM RILL I. I 9�7Fl� Z• VI
LANDSCAPED AREAS. CONCRETE CUPEV§ M SNL N USED CS ML USED PM VF M VATER can=.
U. DRfTAlATM IF CAS A WO STEPS. WATER SERVICES. LDSl AM NTos SMALL BE FER HTTI' C TY OF DM WE LINSTAL 711ES l PicwWA .FwE SFcr . E APPROVED SHEET NUWBER
ST. TIMTAE AL DERV WR 70 aM MN1N rO1N NOOYY sDI IN. (6•) PVC AT ROOMY 1/L PLO[. OIO� SHILL N A IOIDW L4 INCH TYPE K eOTRI MDIi M EILWWOTm POE. M em R NMSN vlll OSfN1 c_
RE. CONBA70 NEW POE ICW) SAL BE ULVR WITH ASPHALT 7NATNCN ME. I ON IL9 PAS SILL K A MMDIM M mm. M Cm WILL INSTALL SERVICES Flood MUM LM TO M MITER WHOM M EXISTING WATER LM SS D f.& /%S7r.5 MA ,ex5 R rcy
&ETO1 [If) ERNE ION TIREW-FOR DCH IW'1 !INKIER NO ROLLER POPE NS A MMnw FOSI®11141 RARE FOR NN �rfm Cm STREET. IQc' 7WIC 73 -X.tTT 6 0 �E�T. �F QUBLfO MORN
0� 7ri'/3 Ow7E: CITY OF AUBURN
TARTY DER I=-) OINETER ARE LABOR PIPES. WITH REL MM ODD. .ROff Mr-M STALL BE TIM '0' VITRO M. BLOME FOR VERTICAL AND HORIZONTAL ROBS SILL N PER CITY O' AMBER STANDARD DETAILS. �G � ENGINEERING DEPARIMEN7
O tAtB[ft AN L7D6TaB 10 ARNOLD RN CAM NA3W TOLL BE M WM LOOTS. CIF PIPE SMALL ONLY BE B•ev0 eN iM c A(x
UNION M mwm FElRERr O O FURWE OF OVEOIZIN PIPE M U STEIN WOE PIPE COVER Ra®t O• CONTRACTOR SMALL ONTMH MR IfLOSMY MATTER >OIVl¢ CONRDSTIM FEREETt /COI M Cm O NlI1R PRIOR TO COSTA. oFAq`ry••r lvlivGgy DA7 �_
[DR�I DB.7Q f 19'1. BE. ALL WALK Ot? M HRIC RI NT-W-IRY M RAOOIU SILL N ADASTED TO FINAL SPAN AFTER FINAL PAYING IS
COMPLETE. APPROVED
O. W�M SR OFF TOSERVE � SYSTEM A SOMMTE ADS DETAILED PLAN MLS BE imANSIpmm To INSTALLATIONATby� AASMAL. DATE
9I D lz41 8 Of 9