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I� AUBURN STANDARD NOTES
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GP»t 3 O+l5 N , O+25 V�! GCS#$ I +93 N, O+-5lo W . ',»•,i•:";•••- � a"lay.E=5».00 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURNS
GPa&4 O+seN , O-1-26W CE50,9 I +•CICoN, 0+22w „ A A CF
ce,&Io,T'(Pt= _ °1'� REQUIREMENTS AND SPECIFICATIONS.
C-e> e 0+35N, O+58W c13*L10 2+4-1 M, 0+3o�1v ••�^7.i:" •' 12IN1= eO-60.`tz. ® 2. STANDARD SPECIFICATIONS SHALL BE 1981 APWA AS MODIFIED BY THE CITY OF P�-iPUtZN t
GC3J* (o O t 3S N, l 1- 38 W GP�#t 1 l I f I S W . .%; t::,t• •1:•: 1t.N=S�-eO•58.3 A ® EX.G�-1D. - - Esc. Co' GYGLONE '
h _ ,c.cu2E�wC, FENCE INCLUC�ING AUBURN'S STANC.lol2l7 pETAdLS, SPEG►FI�-ATIONS aND t2�G1U1&'�MEI�tCS•
'i --- J 3• A COPY OF THESE API�120VEL7 pl.P1.JS AMID PF�PL-IGA$lM CITY tDEvELOPER
SIDE-CIPICATIONS AMID 1DETGtIIS ��F-l4Lt_ t3E ON-SITE ptJI21NU CIONSTRUGTION_
1�1 8 S'49 I I..1 I I I �o7 \ NEW- EXZRLJtOE1D 4 PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL 'ONE-CALL'
295.►3 -~ �• + ,� . -��� l03• �'raz (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM
SEWER, GAS, POWER, TELEPHONE AND TELEVISION.
5. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON-
2 -- SITE STORM WATER RUNOFF BY USING TEMPORARY EROSION/SILTATION CONTROL
A 30 SEC, A- A PROCEDURES. NO SEDIMENT LADEN STORM WATER SHALL BE ALLOWED TO DIS-
�X I CHARGE INTO THE CITY OF AUBURN'S STORM DRAINAGE SYSTEM.
II I * 9 TYPE 6. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE IT SHALL BE THE
- �^^ 60•Z�f �'` ��C° E- CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND
M 1 NV 90: loo. Ec&c 117C. "oT,c,lowl.l
'.SCALE G.O � caT"�1L HORIZONTAL LOCATIONS, SO AS TO AVOID DAMAGE OR DISTURBANCE DURING
N xaLE CONSTRUCTION.
alto tolz I .', i 7. SIX-INCH EXTRUDED CURB OR PARKING BUMPERS SHALL BE REQUIRED AROUND ALL
ON-SITE PAVING AREAS, WHERE PARKING WILL BE ADJACENT TO A STREET. A
Ptt= @ o.s� I ' 4r�„-e @ 2'l57 SIX-INCH EXTRUDED CURB IS REQUIRED BETWEEN ALL ABUTTING PAVEMENT AND
,�\ LANDSCAPED AREAS.
MAINTAJN THE I )( cta 6 p� z__ w ,
Z� 8. ALL DOWNSPOUTS SHALL BE DIRECTED INTO THE STORM DRAINAGE SYSTEM.
I C�iU1LD11�a I' WHIN �'"^ 59 Z� _�-� I tU 9. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE USING A. C.
o wAY Fr2oM I Gv � 6zsk y1.'L(o
< MANHOLE ADAPTORS, OR APPROVED EAUAL
N W ' Ct�1.l5TTLU T s7'I►.1ou•STu,AL� �
35'"' a GOHNE ILL Ut2t WAY /�PPiZ�AGi-t v 9 10. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 20 FEET FOR SDR 21 PIPE AND 12
i° �•, CIrIP I PER C1T'YI01= aura t2wt oE.TA►1_. >, h FEET 6 INCHES FOR SDR 35 PIPE.
fell 9 @ &J-1c> E ,I _ W _uq_ .,c urrE_ 1� g 11, BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, 4 INCHES UNDER
/ Aap 12E E W� CURPy,GtlTfEi2
1 � 9 �- I :" � StflEI..tA I•. W I NEW c-xTrzu� cuag TO 6 INCHES OVER THE PIPE
; ? . I I to '3 4k 12. PIPE TRENCH BACKFILL MATERIAL WITHIN EXIST. RIGHT-OF-WAY SHALL BE 5/8 INCH
Exts- c¢�oE MINUS CRUSHED ROCK. PIPE TRENCH BACKFILL MATERIAL WITHIN NEW RIGHT-OF-WAY
1'/M/NUS WA"4HED I I X (e�aa0 N =.;;; W Q P�rb�Eo Gtzboe LOT-1\ SHALL BE CLASS 'A' BANK RUN GRAVEL OR NATIVE BANK RUN MATERIAL PENDING
CRU3HEa RocK Lo-r \ APPROVAL.
o°o - 5c0.o' �2.7 to2.5 y
13. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN ZONING ORD. ,
SECTION NO. 18. 50.
14. Fbwr=Q , c Ate+ G ANO TELEPHONE LINES SHALL BE IN A TRENCH WITH A MIN. HORIZONTAL
1 Y .' ' :o a • ) 3 EX. GRADE SEC. C�-G42 SEPARATION FROM OTHER UTILITIES (SEWER, WATER AND STORM) OF FIVE FEET.
9 .ri 15. ALL CONSTRUCTION SURVEYING FOR CITY FACILITIES SHALL BE DONE UNDER THE
1
DIRECTION OF A LICENSED LAND SURVEYOR OR A LICENSED PROFESSIONAL CIVIL
9 I �TL�Nt»f2G NOTES GOI.J'T -
ENGINEER.
o a ' v W 23. ALL Iv1ANHOL._C� A�JID CATCH t'.�•ASIN5 IN PU2�L._►G
a., I 12lGHT- OF-WP.Y OR F�ajE-MENT'S '5HAL•L. 13E AD-1UST6D 16. B. M. CITY OF AUBURN--30-F, CENTERLINE BRASSY AT THE INTERSECTION OF 20TH
AFTER ASPHALT PAVII�IGt PNC7 CsONF=cQM To THE ST, NW. & WEST VALLEY HIGHWAY. ELEVATION = 57. 05
GITY'S STAN°7A'pto AC�JUSTMENT D'E'TA1L NO. '3TFCa-I.
17. THE CONTRACTOR SHALL INSTALL, REPLACE OR RELOCATE ALL SIGNS, AS SHOWN ON
2+. OE-O DINCa FC Q CANC-R-C-TE AND tOUCTIt-E I Q0N PIPE
T�E�vc� �ET,��� I I I IN A A I 5HAL-L- 5E s/S" MINUS cr3�s1-IEt� Rr�c , �" MINI►..tLtn.l THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY STANDARD DETAIL T -t
p UNCJER TO to MINIMUM OVER PIPE NE PER THE 16 C�RTIFtEID AS- BUILT Dt2AW°NGS Axis Reaumeo PRIOR TO P12cusc-T
v . $ MA.TGtI hlEW i�pvtt1 WLTta GITY OF AUe)LJt2N STAI.IMA-� O>=TAIL ENO. GEPC'-2- P•=MF-rA,C IeGF12• TC THE CA 9,I A03U!I TNA PF�- MAX 2 M 60EMC'Me
/VTS' I I I v O j �' tO fo2'� �, Ck OF �1 t.° t�RtvEhIAY 25. ALI IMPDt C-� PIPE "TRENCH B?�<FILL J�/IATE IAL 19. FOVZ NAANH0L.G 4-"0 CATCH BAS1►J RIM aoJuSTnnC-1.°Ts, MAXIMUM AO)US1MC-NT
W Q I I I I I
I A 3hIAl-L_ �E GLAF�S "Lk" 2 1K RUN Gt?Avl✓L, MOrJt1=1ED WITH BC+'IGK CIF RIMS AND CASTINGyS SI-IAL1_ P5E °4" wrrHouT Aocx" �
I Imo., C. I I
IIn` I Pl @ O. 7 1 •). O I • T7-{E GITY 0f= P000f2N. NEW SECTION.
FF =(03.�,I n W - I M. REFER TO ALJ13L1t21�J ST/�NDPRI7 Tl¢Et.IC1-I E�<Cp"VATION AND BACKF°Ll_ IDETAIL
NO. UEPT- 1 , U> -2 A•ND cztev r-3 FOR CTJ►�ISTRuGT°ON I�RAGEC7L!R�
o N I Ai I ' W E5ENCA-1 MA;U< L�0C A,T I OIV% x tsr cNca pAV EMSnIT �u2PAcSs sHP•L L PaE sow curl- FULU k P I1 + wrM S rRPaC#1T,
I I I . 2WEST \/ALLEY HIGHWAY 4 2OTH ST• NW UN�Qtvt ECCAB6 17-" CY-JT r� THE scr=E c- ey-a' VAT°O°J. ALL. �(N"TS FSETWE�t NON
T I I oFF Ic E - °,18� . r-T•. I to pugp'� MpN AT OF l NTEI2SEGTlOt�1 OwcoQAL. Phur.MSWT -5>. &LL 5Q P&I t.ITSA WITIA&.'SPA &L-T EMUL'S10U (C55-1) .
J MANIJFACTURIN 12,501 SQ.t=T: I 2.1. OLJI211•.IG C01JST2,UCT10Q CITY STREETS 1100ACSoT TO TU15 PQIL»ECT tII•&LL PEE
I I 1 I `� ELEVATION= 57.05
1LEF'T CL>=At1 OF ALL M�.TERI/.1.L DEPO`.�°T`.� RESULTIIJG. FR+t7M 01.1-`SITE Cdl'�T12LIC-
pUIL.DING Is POR WHC-rzr_Hou�E I I I '� '; A F T101.1 OS o%QGC-TED 15Y 7"1- G17Y.
STOt2�_jE. NO OIL/WATER I I m LC�ATUM = G1TY CF AUI3UIZN) 22. N•l.l WW-F Q 6SPw I C.65 6WjW-L eF_ PLUM15E0 PEQ TaF_GITY OF &-UI3LIR�1 '.�TAIJOs,Ro
SEpPRATOR O2 FLOOR DI2A.INS I I \ _ •
a I I � 4 -t T PS 1 I•• o �+ DET[s.IL_ W ITI A METE2 • &1TFr_ tI,.
12EC.jUlta»1=�. I I I I I �, Rim = per , _ •
INv. s34 5 08 X
I I2
1 ll
- I I
THC. aLIILtDINC_) ON L-07 ro Is A b1 I(o0'--IB" P
TOTAL CAM BI Nje0 GB At-ltO A L._L I I '
THE IDRAINACaE WtL-L- Ca0 T1-11?1OUCIH I I I I 9 CB# I1 TYPE a _- I O.S ,
THE C-bN'i12fJl STI2UGTU12E ANtO I I I RANA=�vT 6 .1*
I I I I W " 8.29 II 9W 1
CfJALESGINCa PLATE TI--IAT IS I I I I J C I X cyr��_ IZ" p,,r_ cANS-ft2UGT 49' INDUSTR]AL/
ON L� (o. T4°Etv IT WILL- Ca0 I I I ( LJ
TO THG 5TO12M D12AINP.GE I I I , I - Ex. z" SE2 �e �',0MMr=F?s_ L MvLWAY
�YS-rcn�I OIL LOT-I. I m Ll �oo.�o APPROACH PE12 CITY OF AU15URN7-
1 . I
I , TAPPER SP�L.LWF!
I I I o /0x/o �,D�E o��9sP�A�
\ G2>�' �2•� 6� , PH. 6,#SEM£N �I=T�L• RE°"ICNE EX. C�121Vr�n/AY ` P RKlNC7 ex S/pEWALK/
I I I I APPROA.Cl-t AND RSPLbC.E W/
I I W � (o W•' -
WHERE THE 6wne 4CTROUND W,476R I I I I I �__ CURS, GUTTER AND
1 SUPPLY TEES OFF TO SEl�VE ONLY,q /I / / W coa.00 l2a.o' PrzoPms SIC�EwA1aC. �v� •¢/�CD/YC.
I
F/RESPR/�t/KPLER SYSTTM�E SEP/�RATE' - - �• .
DETA/LED LAN MOS / 2 \
56'^ 8"PYC E' } RI. Esc. WN.
SUSN!17 TED AND APPROVED BY 1-1 / � w �2o w \ {z nth►t � CONC.
THE �/t�E MARS/-/AL PRIDR 7b / ' N OVERFLOW • -�.�: . .. _ _
., c
c� no = 8 M It a 3
6\ GAS wil_ STUB
INST.gLL4770/V. �c15r c,�1n. `)LLJPE I I Rff`A - (02•� vc@ C$ 5 TKI�E a r, RIM
EX. co
z: 1 INv�k�s- O. ` 3�eRIP 4 CON-Ct�L•STRucTuwe c13 p INV =�q•�}ts S/DEyYALK
TYPE 3r SEE DE1[AIL sHT. a L:N��)° 30
ALL STORM DRAINS W/7/I/N T/�E =41. �n SECT/d�/C� -G,'
. - p g9 81 1�RpP D IVPa> eE L�TI L tT`( 0 yElq Lcz ow sp/L L W.9Y
pEVEGOPMENT STEA1e_1ZED I � cl T �.o' RIM= i.lr � 21' M � 23x43 II.J ¢E5 a_.
"DUMP NO WAST6-, D)Fq///9 TO I ., Pv P �6 �P 8 IA(�-� .06 " vt EASE aWT �s / ^/
STREAMS ". �I1--� o.S '' N�cP n w �Z' EK. wATa� /V TS cJ�C T!O/ V Ir7/-'H
I I K.7 s.
I I GREt=_N vIN L sI.P.T's co3.00 I � (02. s' 19' INt1'Sb.OAF 1.+Q
I EXIST. c�IA.I Lt NK CLIAL_GSC!N(a -� 1•B TP.I L,S44T. 2 Z 2 0�/E. 1�I W .
YYY L
- +oo t 1 +�
- ►� sa-4•�` 1-1" w ��,.� To P��SEo I t w hb N 88*49' 17"W
t=sCT1211pb'p C.UR�IAIC. n1�•, �`•��••: STLL� IIwJ�(.= �. - `,•S �., SAw1lT�.2Y '' hIEQ \
LEGAL C�E5C_Q1 PT 101�"I 1 ^ 1.
Et�E OF fe n n
I I PVMT•-<o3.� . l•r;t:•:`e Z16&.Z9 60.25 a \ I ►NV= DO
l 1 .:.: �I /� � ip Ems. sS. MIA
LOT G OF T1-IE CALL_tc)U" twc>u5TL21L1L P,a,Q.IC- A Fb2Ttow �y T \
`J � . ;�:.•• �I.as� �5 +1 0- >ztn=58.32
OF T"F_ LIE 1/4 OF THE LIE I/4 OF SEG, ° t T. 2 1 L!., 12.4E., I °.r•., •3 C /NU
. t s ., `:. (�o.egJ � ,n 8"IAlV.bJ.= 52.�4 "TAIE56- pZ4NS ,9/-4E ",96$U/LT",qND t
W.M. AS MEC012DED Itt".J VOLUME 17-9 PAGE Z-7 OF ;ti,.•
F'L.LiT5,12ECo2D5 of Iu f.1G G0L(t•JT`( W QSI-I I I�I4T01�1 . •• (SEA �szE / I wT T - Exl�r( lv THE INFORMMT/D1V SA/0W1V Ar4r6,W ITELy
APP2LMEt� S1TE PL.W.US Fog I.UT -7 I�lGeESS-ORES
SIDE OF T4-lE -OALESGING
,�L�•>� c �AL,_ �E ,2' L f�EFL ECTS EX/SPIVey F/ELD CONK/T/ONS
uT1uT"C E/�5E11 w!T
8"Inly. E-= 53.2-1 ` x (�•��' w X Is.4s' tDEEP � AS OF TH/S D,9TE: /O//2�93
T./E S'TORM DRA11051: 'E UAIDCga1?041 VD
LE4EQO ILIgTALI New C'A- c t3A.sn.t .. 10 `fg-�3
Pa►GZILIIW4 IZEatU1QEHF_QTS ►o of Ex°sn�t� r�t�a►,►�E PII 1 :< . (A;& VT/ON/DENT/ON� SYSTE/I? h��9S'
vEI2IFY T1-II'3 1t_NEpu AT \ BEEN CO/1/STIFaCTED /N CONAO�MANCE
"3 EX. C� E4 EVATION 5�4.-i . / 2 tl
OFFICE - 1,181 FTZ I /'Z50 FTZ S Ill WSW C6 GONSTI2UGT C-VE2`CTHINCa \ ��� W/TH 7-HE f�PFi�61/ED.aLANS A/I/D /S I.
M/�"�1LIFAGTUQII.lG -1Z°5O7 FTZt? I/lOOOFTZ 12 ® JLIQC-TIONI PO)C TAT���I"1 THIS \ \ �\�� tEC 51E5 FUNCT/ON/NC� AS I)Ev^/GNEZ) "
o-fl EX, ST. uGt-lT 1=AGE It'l NATIVE �.N.T. '5 1 Q
t2EQUI2E.O Tcrrb L- 1-7 O Ex. W.H. MATE121AL r`u
PR�xlIDEp t'1 ., , WSW A:bpL.IAL_:r vlwc, Io' P2IVATc uT1LITV n zo,"M
M'1� ' Exlsrtl.tc, sTABL� THESE 1=LANS AI2C- "APPI20VECD" ,<<!/ n uy tl
TOTAL Sty. FY. LOT (o - 13 049.(oZ FTZ �2.5 EEC. S!1't•E1"E�/' CUT NOT TO 13E F•OR C0NJ1=p12MAJvCE WITH THE h� 7
_ p
3.Z$ f aoFbSCO SFbT EL1=.V. pISTURSED °jam'AMINAI A AY 1=120M I� a > ,ST,
�ONINt;a - M- l CITY OF AUP�UI2N ENC�lNEE2tNG
TOE OP SAtSTIN4 °. EICLSTING SLOPE UI�/ISION'S R.EC�UIt2LEM1✓NTS.
SLOPE - ELEV. (o�.00
a
PROPOSEID CUT ANt� FILL EX.TELEPIaOItI= 121SE 4o"PVG(SC235) PER.F••
P1PE @0.5% HI1�t. SwPE- APPI�O�/ED' �Ii,i�'•j J U
CUT - 554 Cu. YAp_05 ® EX. GV. .y., d J
F I LL - S33 C 1-1. YA.1205 ® EXc, f bb.JEQ \/ .ULT T°G►-tT u1.lE Tb STbQ M :•';,:;
O EX.F 1Q E 1-1Y0>2 A►,tT 'b1<15TEH A`5 5140"Q• VI C 11`I t T Y 3 i
-� P120FO`�Efl 0 2A.1 k14C..E FL jDv_A -LOT-7 M
,T P¢ot�SEc nQAt>,�E 1=I.�t.l- L�"rlo 1 1 A P
I° MII�JUS WA5H11� 120G1� - I I�
• EX• G��CLU►•lE FI=J.JGE (o" UNDEt2 TO (o" MIN JII II
111-
C7�/Et2 1=II�E �t,.JILaINCz'*�02g5-a2 2'= I rt,L_E
PREPAREDAPPROVAL BY OWNS CALHOUN INVESTMENT CO. 852- 6360 SHEET
6 As-BUILTS Sew► JRE 10112/93 JOHN R. EWING P.E. PL.S. _ :
Aoa �,�,� ,,,d�,,,� ,., p,m-Q ', r. 1527 22nd ST. NW. AUBURN WA. 98002
5 3vM� z,ez-t•tt� L1t<t1ZTL a P•E• o G• 7 / 13 CIVIL ENGINEERING - LAND SURVEYORSDATE -'
^- �- � ' 6MwoVED f'6-FF. TO fiEGOCAT/NG EX• SLNj o?E 2117/92 1520 �• cE-tN,r-�2,o.1_ PROJECT
R L 0 T 6 C A L H 0 U N INDUSTRIAL PARK
4 1 92 OF
5 PE'Ft GITY of AUe UQ1 A•EL. 3RE 12-111192
KENT, WASHINGTON (206) 852-6633 22OI �R� STREET NW. AUBURN
JOB 2 PER GtT`e of Auaum" AI=L- JRE it I2-3192 H CON 2
• DESIGNED BY DRAWN BY CHECKED BY J
Z 01FEV.'NO.
PEI2 GITY of A1-I13UI2N A•EL ARE 1 O13o1g2 A� -)RE � -; GRADING, DRAINAGE & UTILITY PLAN
DESCRIPTION BY CHECKEDT 9 -Z -9,9
0606
92 D /zz4
COALESCING PLATE C660 CPS RIM = � FRAME i SOI.-iD I-ID
UTILITY VAULT CO. C�2 EQUAL rot. i, 8' 0 PA-- VAULT FLUSH W/
PER. CITY OF AUBURN STD. 150 CaPM FINISH CaRADE U.V. CO. IOIZ
CP.PAGITY 4' MAX DIOAmc*'.1 D PLATE / XN;�/
BYP 0 U.V GO. 'S22P \S, ASS . AC�JUSTMENT P4RtCK
INV -i5'► 4 CQ4LESCINa PL.A-rE INU2EA�SE TOP SLAB Al�tp 4" MIN. 12
INV. =
8" ¢ �� S- 5B.Sf8 (PLATE) �lAT CPS SEi21ES ` \ o �
CASTING OPENII�IG SIDE '
CCOVERUTILITY VAULT CO. o AS NECESSN:Z'Y FOR ACCESS Q�" CMP pNEI2 -LOW
OR EQUAL j Pe
GATE VALVE P-
PIP� INV � ;� 58.N8
CITY OF AU8,UR1�l STD.
PRE-CAST CONC- CATCH STA 4ctC o CgALV. c3TEEt_INV =•�4+•�'�- I g" �p OUT W E 112
PER CITY C>F AUBURN
INV = •5�4-� 5J5'8 GATE VALVE IBA2)IN TYt�E 1 I 4Q>' o LADOEF2/STEPS
INNi TYPE It GP 56 0$ INV = - - 5(P.Oa roTtO. I-I
-(' \ / -'� OIL DAM FAtD ELE:V. 58..�f
/ R £8"x 8 x 8" PVG TEE
1- PECAST N COG2ETE INV Sro.O',� H012lSONTAL �� RUE3BER GASKET
I$" CMP � ( }- -I /- GON'TROL STRUCTURE � JOl NT S" CAP t2Ul3P�
4� DNA- PER CITY NOTE CONT12AGTO R- MUST OBTAIN COALE:SGING
INV=ram ,. - INV= - OF AUBURN STD. MANUFAGTUI2ER SPECIFICATIONS PLATE A.C. OR C-r.PK. Q PapECMp INLET
55.7`� ON C1JAl_C SCING PLATE A Q0
CONTROL STRUCTURE I Nv-ro-A.64 5 5.88
,^�' MANHOL..E AOAPT'ER �
SUl3MlT SPEGIPICATIONS TO
TYPE II , 4S" 96 PER 56. 08 THE CITY OF AUBURN F-012 PI2ECAST CO NC.
r.� r
CITY OF AUBURN STD.
(SEE DETAIL) IFN ,4,L A-ATION AL PRIOR TO GOALL-l-,GI NG
0
CONTROL STRUCTURE COALESCING PLATE CONNECTION UTIILT.ITY VAULT co. Q=o.►°G=S
NTS OR EQUAL � PER
CITY OF B" PVC. OUTLET
AUBURN 5Tt0.
INLET WEIR 5(0.08
Z" MIN. CLEAR. CNEI2 � 12" 12^ $" QUggER c�SKt=T �-UCa
8" CONG2ETE UNCIER WIRE FAJ3PjC rol- O a �% W/ 4 5F-I 01,--.A<t= HOLE ID PMCFTEt IKES 71-A NOTE N�DNE SAME
NOTES: -11 o PLANE Hole l�ONTAL-C-Y 13UT Ar-
1 2„ CLR� Zee
I.) CCNC. CAY� 5 (1 - /2). 5 5414--KS CEMENT - IN THE (Z>�ME- PL..ANN= VEIRTICALLY.
PER CU. YO. AND MAJC. AGGRECATE .
r'' ;M'` DETAIL I S FCX2 I NFOIZMPT I OIV
1 1/2" WITH S% A 12 ENT A INME 4T. (o" x!c'') 10 x 10 W.W.F. _ 7/I ONLY.
•.
Z.) WHEN A DRIVEWAY OPENING 15 TO SE '1\05 Z" ca nPACTEC� S/s3":O COALESCM NG PLATE C13 *Z — CONTROL STRUCTURE
(o"
CNSTIZUCTED WHGQE CUP-& EXIST. THE OR MATCH C�J►`�1PAGTGO CRUSHED ROCK EXISTING NTS NTS
ENT112E CURB AND CaUTTER SECTION SHALL 15A1.IK RUN (SEE NOTE NO. -i)
BE 12EMOVEn TO THE NEAREST EXISTING, 1/y}-IE pRNEWAY EXCEEC�S I(o` IN WIDTH ,
EXPANSION JOINT ON EACH SIC�E OF A 3/S" EXP. JOINT S�-HP,L.L BE PLACED
THE OPENING AND REPLAGC-D_ L ONGITUOINA -LY ALCNG Q, OR SYMMETNZICALLY
5.) INSPECTION REQUIRED BEFORE PL.f�CINCa AT Ko' MAa<- INTE12VALS (FULL DEPTH)
EXTRUC7ED 2.0'
ANC 12ET�. :, G
�- U i2 SLOPE LOPE AS N ON ID N W C.8. 2 Y 11 ,
4.) AN -Y UNAUTHOIZ GO DEVIATION FROM THCS � �� CRAWINCa
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01-11L-0ING -W02.95-92
APPROVAL PREPARED BY OWNER
CALHOUN I NVEST M ENT CO. 85Z- (63(60 SHEET
JOHN R. EWING PE. P.L.S.
CIVIL ENGINEERING - LAND SURVEYORS L, 15Z7 Z 2 n d ST. NW. AUBURN , WA. 9 80 O Z 2
PROJECTDATE
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BY OWNER
CALHOUN INVESTMENT CO. 852- 6360
NOTE: INSTALL. CCNS-MUC.TICON C-NT12A°NCE AT JOHN R. EWING PE. PL•5- �l f
FOR SITEGEGONSTRU T►ON EQUIPMEINT TO 5ITF- NT. CIVIL ENGINEERING - LAND SURVEYORS Q`�' RASti, i,�, 1527 22 nd ST. NW. AUBURN WA. 98002 3
DATE 4 As-BUILT sl.nn JRE l0�12�93 , LOT 6 CALH OUN INDUSTRIAL PARK
PROJECT
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