HomeMy WebLinkAbout89D1057 EXT¢UDE-0 GONG. SLOPE Q 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURNS
REQUIREMENTS AND SPECIFICATIONS. W-"�i
2. STANDARD SPECIFICATIONS SHALL BE 1981 APWA AS MODIFIED BY THE CITY OF '• 71'/4n
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AUBURN. R-49c11- pX SLOTTED SO aO
GATE PER_ NEENIAI-1- -
3. A COPY OF THESE APPROVED PLANS SHALL BE ON-SITE DURING CONSTRUCTION. PTH FOUNDRY Go, O¢
_T pPP¢oVED EOu�L
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4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL- CALL 'ONE-CALL' "' f :1 IN
(1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM C r N N
SEWER, GAS, POWER, TELEPHONE AND TELEVISION. D 2oc 7!° m r r w
ON 61TE PL�VING 4 LU2B 1 {{'�� �j , 1 pPP20X. G¢OLNO
S. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL CON-ONTROL
SLOTTED D1LNAKA 0 �/E2 '�pNIT�t2Y S A
SITE STORM HATER RUNOFF BY USING TEMPORARY EROSION/SILTATION CONTROL T4 ± p' `�E\'at=-e d W d 74
PROCEDURES. NO SEDIMENT LADEN S70RM WATER SHALL BE ALLOWED 7O DIS- DETW L OET�I L
CHARGE INTO THE CITY OF AUBURN'S STORM DRAINAGE SYSTEM. NO 60�1_5_=
NO SCJ,LE 72 72
6. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND 2r�. �•
HORIZONTAL LOCATIONS, SO AS TO AVOID DAMAGE OR DISTURBANCE DURING 7o 70
CONSTRUCTION.
I(e'i I(e't NQpf ENTPE peEG �.11T1-1 MI¢pFl/ ^�
140 N FILTER_ FOEAJG 02 1 1 • .� 6" PAL
7. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE USING A. C. -ppl..)6. 7-,PE. 'p'
MANHOLE ADAPTORS, OR APPROVED EQUAL. Guth a 6a a
GLJTfE2 �� ° l
8. ALL CONNECTIONS OF SDR 21 PVC PIPE TO MANHOLES AND CATCH BASINS SHALL BE I,/2 " IJpSHED
MADE BY USING CL 150 A. C. COUPLING WITH RING-TITE X IPS TRANSITION GASKETS, ROCK_
OR APPROVED EQUAL. 9pwG'uT
_ 10UT(n-1 4b 1NV OU 30 E �Q\FY�
9. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 20 FEET FOR SDR 21 PIPE AND 12 - - =__ (TYP.) V PR(DFI L E
FEET 6 INCHES FOR SOR 35 PIPE. I
SGp.LE 1•-ZO H72R.
P0�/EMENIT - N 1"� 4' VE2T
10. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, 4 INCHES UNDERTO 6 INCHES OVER THE PIPE. D0vF�1pY MpTC1A EXIST. p5PHp1-T IN KINo W/ '
6 P 7L]N
4 •8' 6.SPH6.LT
11. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED Z. 5/B" MINUS Ceti
ROCK, 6 INCHES UNDER TO fi INCHES OVER THE PIPE. SURFC.CJNIb TOp COURSE
12. ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVEL. W GL'p 563,IV-RUM MT WELL fi
G¢pvEL DETp.IL
13. PIPE TRENCH LL MATERIAL NITHIN THE RIGHT-OF-WAY SHALL BE 5/8 INCH OP ST SECTION
MINUS CRUSHEDD ROCK. Not=
NO SGp.LE
14. EXISTING PAVEMENT SURFACES SHALL BE SAWCUT FULL DEPTH WITH STRAIGHT, UNI-
FORM EDGES. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE
PAINTED WITH ASPHALT EMULSION (CSS-1).
'P R 04•OT'l4'W OZ•' __ __
15. STREET CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW) , 5 FEET FROM Av �� �0 p¢-n,.IELL l A4,
EACH SIDE OF ALL DRIVEWAYS AND 15 FEET EACH SIDE OF ALL FIRE HYDRANTS. v. we II" .I CTVP� C62p'.h�
TK.HT�INE
CONNECT FOOTING '�
16. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN ZONING ORD. , p¢pIN TO ROOF V - i11
SECTION NO. 18. 56. O¢AIN t TK.F{R\NE
TO O¢Yw E1.-1.. PE¢F. PVL
17. THE CONTRACTOR SHALL INSTALL, REPLACE OR RELOCATE ALL SIGNS, AS SHOWN ON /� LlONN6FOUT �fT"�Pl
IJ / (TVPICAL� �1
THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY STANDARD DETAIL. ----- - --
Q EX\STIN,IG.
O 2aUILDING
18. ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MIN. HORIZONTAL N N A S
SEPARATION FROM OTHER UTILITIES (SEWER, WATER AND STORM) OF FIVE FEET. S I LJ I..JIT u1.-11T L.I�IT O I alwn 72.25
S I� I-- INV. b 2S cE)
CVEQIF•T')
NOTE:DI¢Gc-T 61-]¢FACE I IS' EASEMENT NEW G' INV Ielo.3S (S�
19. ALL CONSTRUCTION SURVEYING FOR CITY FACILITIES SHALL BE DONE UNDER THE FF.• 75.00 F.F. 75.00 F,F. 75.00 6 00N1 �
DIRECTION OF A LICENSED LAND SURVEYOR OR A LICENSED PROFESSIONAL CIVIL 2 vIy "\y pRo\Np6E 7b I To Dc'OIcaTED
ENGINEER. I-pWN/LAN1OSGpPE I TO GYTY of p
20. DURING CONSTRUCTION ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE a c.o. 7 0l0
KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON-SITE CONSTRUCTION, �� I L QESTO2E.
AS DIRECTED BY THE CITY. 74."o U' W S!' 7q, "�'-4
LUt2.6 •3rOF I I PER CITY OF pU7,L-imN
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INV. -13.°SI INV.73.31 GRADES EA--.Lt' LT^rP.l -In
QEMOVE EXIST. GAP __----- U. ___ __ _ INv. 4+7.4� E' N SS IzT - _
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2M 73.. / ¢I 79.7/0 / 3\�'¢ _�m TEE -1 w
i CONNECT TO INV. T3.fs(o IN / STD 1.80_S 2•'¢T
SLOT O¢AIN c'DRIVE.Wp 111 WYE N ^ 9.. pJf. � Iy
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� - z APPROVEDW
u W DEPT. OF PUBLIC WORKS
4o In a SC) 9 0 CITY OF AUBURN
ENGINEERING OE�PARTMENL
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DATUM RM 71.7I DATELf�_-
INv Gc7.o1 /����� � �
SITE P�E.NGH , CITY OF z _76LRr P6•TUM N UPPER FLANGE APPRUVEO-�t(/u�^^..G_.-
601..T ON FH C NE GOQ TTn ST. NE E 'F' ST. NE EL. 73P)
LEGL.L LDE6C21P7101Q VILiQlTY M &.P
THE NORTH °!O' OF THE SOUTH 460' OF THE EAST 121` OF D.E . 413 �2•EVl'JE.D
THE NORTH HALF OF GOV EQNM ENT LOT 0 OF THE 141
NO¢THEC.ST ou1p 71eZ OF SECTION 116 T\-IP '21 , ¢ FEE, L�fING
IN THE WEST ISgO.Iq' OF 6wo 6F^C.TIOtJ, EXG.E.PT THE pD02Ey T1S,717. Tyr 'F' bT. NE.
E6.ST 2S' PO¢ APPROVAL PREPARED BY OWNER
zoI..111.Ic: T 2U SSLE2 � bIb6oc. .
JOHN R. EWING AND ASSOCIATES 'eunP ., I
Q--3 CIVIL ENGINEERING - LAND SURVEYORS
DATE3 ,w \' PROJECT
' F ' ST. TR.I PLEX
KENT, WASHINGTON (206) 852-6633
Job
JRE I H CON
' DESIGNED BY DRAWN BY CHECKED BY � `Y�`'� I
TENT
UT I L I T I E5 PL WJ
1.L�.a Tow wsH
EV. NO. DESCRIPTION I BY ICHECKED DATE
89 O /057 .5/!r
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