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GBaU'4 I34'-w Sd-w _�" � flfY OF AUBURN STANDARD NOTES
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I( cwltlT'QLrT TEMCUQq¢r• rInRRlJ 1. - ® F•vomeEp PAYING - 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBIIIlNS
01 -2ES A.LOL16 UCQTIA RZ LW.Ir,L. �`"1e'Q' Iwsl»E PFW�P. Gle^"'e REQUIREMENTS AND SPECIFICATIONS.
5I.mA TIME SIZE To IJOQTII IS Tb •I.xau 4 HAQJG EY.unTa¢ -.+�G..X'X. Nce. 0-=
- -VFIrhID WITLI 2x4 11L51
�.�.� ZZ" o `5TI2EET IQW• 2. STANDARD SPECIFICA770N3 SHALL BE 1981 APWA AS MODIFIED BY THE CITY OF
u LB 49' IT•W ':Wv=r4 LD FUTU¢E LAUQynPE mEd 295. 1roS v m4 a AUBURN.
3. A COPY OF THESE APPROVED PLANS SHALL BE ON-SITE DURING CONSTRUCTION.
D/n-oxi.4 ojm ),IY18�4917" WJ
I - r - e -. i m •1 pp ES.- sAlv.._samc¢ r,n.-r. us 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL 'ONE-CALL'
(1-000-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM
59.r4 SEWER, GAS, POWER, TELEPHONE AND TELEVISION.
fLN.35fQUCT QOCIr cuY Tb O ®•y�,cl-) P.rc) ®rd Omcr\(wc�i +®Ll a" sruQ-a k%OT lllc
C1]¢QENT ,L\Nb couNrY zcv..-55 :>w.E IFY S. DURING CONSTRUCTION, THE CONTRACTOR SMALL BE REQUIRED 70 CONTROL DN-
STAUOC.QDS-DEEpETgIL. pc"Lz TYPEwwoIL- TE , 25,.4o txix.mc)QA E ^ SITE STORM WATER RUNOFF BY USING TEMPORARY EROSION/SILTATION CONTROL
I Ta� ,uro v' mce, w Q'IH` Eit>m . TO�LoT PROCEDURES. NO SEDIMENT LADEN STORM WATER SHALL BE ALLOWED TO DIS-
van,u.ORG,N SNO N �I [6 PYt��02 I .'' CD#1 TYPE 46" /O CHARGE INTO THE CITY OF AUBIRiN'S STORM DRAINAGE SYSTEM.
Q I XdccaRY o¢Y14 'SI ��
QI F1- r1, T
IZ5'-!a" ep¢ iW . ,�4G. 6. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. I7 SMALL BE THE
sag P,� �QF T/¢-Tt..ol vx so ? CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND
qPE a 11(= HW. D1z•l1t lo,• m 4L$p Z HORIZONTAL LOCATIONS, SO AS TO AVOID DAMAGE OR DISTURBANCE DURING
Oi w'-O Fce. p CONSTRUCTION.
Y�E" �'�• - SAWCUT TO NEAREST EXPAIY SION
mi MT s, REPAIR TD MATCH
.. I 7. SIX-INCH EXTRUDED CURB OR PARKING BUMPERS SHALL BE REQUIRED AROUND ALL
El ON SITE PAVING AREAS, WHERE PARKING WILL BE ADJACENT TO STREET. A
F �z _ a •,(.,_ SIX-INCH EXTRUDED CURB IS REQUIRED BETWEEN ALL ABUTTING PAVEMENT AND
12.0o41
LANDSCAPED AREAS
E. ALL DOWNSPOUTS SHALL BE DIRECTED INTO THE STORM DRAINAGE SYSTEM.
(a,¢, QDU",D,5Ouo LID-oPwA 7co. 9. ALL CONNERIONS OF SOB 35 PVC PIPE TO MANHOLES SHALL BE MADE USING A. C.
I I Qlaac.Tco m sroz-I- 0' e,� ,,lo�lw _ Pup,W 47- ELEV,- Lz.2t MANHOLE ADAPTORS, OR APPROVED EQUAL.
I II i� 1 xPeAL wz.50 < e i ePr L Te.
+ 10. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 20 FEET FOR SDR 21 PIPE AND 12
- - - STA O#TS / I[/
I ex.�uo.cuw.-TVP. Iuv.- 56A4 ,m y Ap Y14Tr1EwT mIGCS- FEET 6 INCHES FOR SDR 35 PIPE
GQOWIp ELEV. AF7E2 I N 1ROW "1". 11. BEDDING FOR PVC PIPE SHALL QE 5/6 INCH MINUS CRUSHED ROCK, 4 INCHES UNDER
QE'SQADILIC SLOF6s Tol I I / I 7 a TO 6 INCHES OVER THE PIPE
[Efrs X-C•
Q1M- 58 40 12. ALL PIPE TRENCH BACKFI IL MATERIAL SHALL BE CLASS 'A^ BANK RUN GRAVEL.
1 L -14,-61''rE l`5\•� 11.1v. =3 .9Z C6#I -TYPES-46"
V 13. STREET CURBS SHALL BE PAINTED WITH FORMULA MID-Y1 (YELLOW) , 5 FEET FROM
J YOQo sEEp 14 M EACH SIDE OF ALL DRIVEWAYS AND 15 FEET EACH SIDE OF ALL FIRE HYDRANTS.
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I I I C6rt4 TVP'a {. D 11 j 14. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN ZONING ORD. ,
I I F, F = Vp,11
d I• � SECTION N0. tB. 56.
I I -I 9 �ry WAQELiOUSE �1'40.n1uFACTUQING IW.s 54. �I y 4v 1U g w
1 I I Q y"T 15. THE CONTRACTOR SHALL INSTALL, REPLACE OR RELOCATE )ILL SIGNS, AS SHOWN ON
1 I I r a 0 + E"-40 f Fwo- A.C.MAWLUO THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY STANDARD DETAIL.
PVC. AOAPfOQS -T`(P,
W .,7�F4`-G L� L..�•�' 1 j r I Pao -+® __ I. a Is : g^P.t. 16. ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH-A MIN. HORIZONTAL
Z O `I ^ SEPARATION FROM OTHER UTILITIES (SEWER, WATER AND STORM) OF FIVE FEET.
I I I �I.ewr,dN- sl.n 30' oz.:v - t1 f• i/ B"Pvc
I I I + I TYP d 7 d 6 3 _�_ 17. ALL CONSTRUCTION SURVEYING FOR CITY FACILITIES SHALL UE DONE UNDER THE
wJmE: aF�QAD>= EKI�TIIJb 2:1 SIaPE r f a Itli DIRECTION OF A LICENSED LAND SURVEYOR OR A LICENSED PROFESSIONAL CIVIL
Tb 1.5 : \ PEQ_ APPQOJEp OQO. �1T14, 1 I I I Q^
u PQOYlp IL1G OQA11..1glE PIPES AS xY]wIJ �` I I I OFFICE yO '�' cD#1 ENGINEER.
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i F=M ^TEQCEE Awo cnaQ r ocF wgTE¢ i . �4 wo Fr & q- - c e 1 i1 -2 7 p p APPROVED
FF.(.&I7 3/a Serra IL Q y LEG ENl7 ql F• ntP) OF PUBLIC WORKS
F 15 CITY OF AUBURN
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EYQTI,Y. GIJp. I PROVIO'c INTER_ SI. I ENGINEERING DEPARTM ENL
DLCPC m a I I I I I NATIONAL N(c 0 I O Pfc.Gb.
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STQUGTUQgI WALL- -l-T^S7
r D I L.- WATE2 5ar&uATOQ 'w-,aw I APPROVED 8'I
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1 I I I I �' ® � uEll PI]vN.Y3 •�PALLD AP4ecENr ro QOCaeQY
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.;�. u a� A5-Cu1LT STORr1 GERTIFICATIO�1
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FRPJJC.N GPG111 1 I "// Y K�+�T �a III LIJE YIjMIQgFI
I I I• j I I TLI17 I7 TO CERTIFY TL1AT T'11E �CORtI GRAIw1gGE
1 •I . WI q' FACILITY ILIDTALLEO OU TLAIS •SITE PROV10E5 F
I I I { 41rJ 11'bC61"bClf, WA1 EX STQftM M.H. M"2 ,�µALAPPOoI®
NP •".+•'"•"TADEQUATE 'STORM WL�T L-R oOLL12--no .1 AID _
I I,Y I '•} " I• ANO ¢FNW. CQ41 �I .'S'eaa l2- F.Y-C N a 53..H}- DETLII L ��• (e"PK.PSQF, TRR
I 1 IL P.v_C E.. = 5f l6 Ne DGALE �. a IY. MM.DICPe -
i . I I ,.,• I I O '• TRN_ISFORTATIOp T{E D w IL1TY. TpM-u.J¢ Tt •.nines.
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RvavloE A'wlp6fylAWYcL Dell,up m,a„ „�. MOTE: 5EE PPQOJEp PLANS By arµow�y li nN. I I"n,uu� NA�4E0
L.O� T �O'JTli 2 X4w411 '4G1E0 IygLIO IOQ 064LL1COl. !K. , ^��-Pe WA FOQ mm41'1E5. J. FEmlt, FbQ _
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Ll[SrE: Cg1STQ1.ICT [s"E.xmuoEp cUojw.JG ALoN6 - -'Y E"`.F". OUTFACE rbpIFIGATKJ-l5 4m..uo nls.r. vFTE¢ R,¢M,,J.ID,STu¢DQO SI.•e.lµ. PIPE.'51T /05
III FE TO DIQECT QLIw-OFF Ir.l'f0 '.aTOQr1 bYSTEM.
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4i.00 I AA^REE G.waw,.a t AA Y 1.5
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. �S 6O LINE IAI nIo4Fl Iqp o¢
�p C01J5TQUGTNOAa SEQUEI.IGE
uy. STAD GUT FG<E IN Nl1TVE I j
PAQILIAICa n�" IIQEMENTS - M-Z
I. EY„^,Tlsli PE¢Fb¢gTED co.lE 61•jEfi, IN�fALJJEp FO¢ }TATION CpNTQOL WING HOTE¢IAL ¢E�XT/4L
uL,pE¢ O¢O. �'97A , Tb BE GLEGLIEp. pl¢TvG.T AUY WE',aT TO EADT DU¢FACE FLOW Tb CONE FQEE opglu,NG 01.GICPILL I-I
p,-��� v1A 'V' pITGUHD- [ryAY. 5•/. FIN¢ nNl6"
9' • v..y��E� �I(LDII•-I��.J 2. INOTPLL A Tp' Y� OOCXEp GOUST¢UGTIOI-1 E1-ITQgNGE AT F�C1A 4Jp EYEQY ENTQDI.ILE 9 _ ) - -
�eC-�yp��� TL,CIL \P-YC¢OF 2"-4• � y J
UDEo FOQ CC>N^jTQUGTION OF PQp]EGT. HIU. 12=pEEP OF 4"-♦j O.UA¢v-Y SPALL� W' d
T .t."cL:D A>PµA r OFFICE : 2400 FT T" @ 131'AI--L PEQ 2 FT s WJ "STALLS 11= LYIA DPALLS AO]ACENT
v' WAQELlOLlSE�MARtFACTLIQIFJG IkoZ1.1 Fr`L v p.O.. 6ALLA7T. _ ro WALL.L R
E„twy L 3. G¢AOE OITE Tp SupL¢AOE . ¢EL¢G�OE Ex„�T INC 2: 1 OLOPE TO LOHPLY WITLI OQLJ- 39-IQ
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D,.pPE 4� SIJOWN ON P.... �6gyEp OLl 1-11(1].E^'ST uSE -MMWFACfUQIhIG (P I STALL PE.Q IOOp FT I" 'AC"L1S AUO TO P -- TUE LOUXQUCTIOI.J OF TL1E 6u1Lp1,-IGO WEOT
A110 THE QpCILEQY.
U 4. INSTALL DAN rt'AQY DEWE2 AD OUOWU . fyE19W CO...IOT U ^-1 OF pLOI,JC o ll I i p y
• TOTAL OG^' IPlrD 2L STA11S 4'PHG(So¢ 35)PE¢F. RPE /j� p 4 tl tl
o e 80' he 'S. IN JTp LL ¢EMAINI4Y. L(r1UTED PQOY,D,N6 OILTG ION FA6¢,C LINO.aOEQ OLO[[EO C¢ATEOOF I )
Q �QJ-\ AIfJtIJG WE"3 OF ,MPQO(Ep _ E ,•/ MW. SLOPE; TG4TLINE. G - 13n
U I I/i-0%"MIW.Pi C1Y6Lt4O pOGL TOTAL P�"/IpET> :SS •J'I'A11S A6EA TO TbILE PLGL.H d1LY APR£C TLLE 3r¢UGTµ OAL WOLL IS 14l PACE. FOJCI,-1C TO '+TC¢.I`1 YfDTE t1 ^14.
PNO C]Cw�1NORT]T ME- TO PLAG.E u-J O l GJN.IL,NCT\ON WITH WALL{ QL`GILEQY .rv.'
2'/t - I I/4"1'1WµS COLISLltI9 QOCIC O COw ST¢\]GT101.1. QEI•IOVE EX' PE¢F. CONE ¢I>EQ
b. FIUID4 bQA.DE �,TE ANp PAVE . W
1\\\ r7F1(. T. CLEAI.] DTOQH DYSTHH ANp L1).upD�1a.PE WLIEQE 2E1'iU,QEO. UYOQO DEED ALL 1"HI.-ILLS wA}µEp QOGKI MIN.
`Lot1PO.GTGO >u6CYo0E l••F��'L ��3IPr1�� ,LOPE, OIDrUnBEp R1Q,uQa CONIOTQUGTlOM1 , o¢ Nb{ YEf EDTADI.,SNED FQL]M TLIE �IIL•e ' III 2^uuoE'.R TO / L"O P,PE. 6
LOT -7 OF TLIE ce t_wo 1" wjr its Qa t_ FY1.21L-A gpQT10U OF TUE P¢EV,YJUD Ca¢AVEL ExTQAGTIOwJ. V1GI1..I ITY J k
UE1/4 of 1/4 OF �..11.T.21 F.l., Q A Q.4 M.,W.M. S ECDQAE D '.SEC . L.- L r 3
xT¢I lCafl CU21S POVI{JC bET41L . .^Iw 129 , PA a 27 OF PLAT.J' , ox_c� Imo-. OF VcI"G couw1 Y AQ
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APPROVAL PREPARED
OWNER
b,_IO L°P/G TIG4TUNE Tp
Y CALHOUN INVEST ENT CO-, 852-6360
PYC RE¢F DAS4' JOHN R. EWING AND ASSOCIATES `gym Shupe /% 1g27 22nd ST. NW AUBURN WA. 98002
CIVIL ENGINEERING - LAND SURVEYORS y.�ti4, - Ags� I
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//��� /��( A "1 " T rd4 G4 w / - LOT 7 CALHOUN INDUSTRIAL P14RK
OCTAL < DU,LO,J4 1 . 23- V yi RR lFgolw,G NIbT/e 4NIA ]Q(-' b L BT
�lL N"-90 v 5 ¢EL.GE �I i
KENT, WASMINGTON (2081852-8833�No • PYG PEaR P,PE DEal,uO a. 0 2 I 0 I 'R' STREET
pYc pLL_D�E DEG. L_L L ¢BY PE¢ G,TY GF>uDLL¢,1 Ya.,p¢W,gW AWLI A/graT JRE DESIGNED BY DRAWN BY CHECKED BY TEaV SHEETCONTERT GRADING DRAINAGE 81 UTILITY PLAN
NOTE: LE5K T P,T. D 21 .05 I aEv. PE¢ <mY GR Y,ry.1pJ11'1< RM,Ew 6N4 N'4U, 9�w�ET WSH GNH WISH 111ti
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