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MGN(JMENT
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TYPICAL STREET JECT/ON
NO zif2l�E
41UN?Y h/�
M slim
A.
All workmanship and materials shall conform to the City of Auburn's -`
requirements and specifications. -`
B.
Standard Specifications shall be 1981 APWA as modified by the Ctt*
of Auburn.
C.
A copy of these approved plans shall be oo—slte during construction.
D.
Prior to starting construction, the Contractor shell call ONE -CALL
(1-8DO-424-5555) for utility locations ("ter, sanitary sewer, storm
sewer, gas, power, telephone and television).
E.
v..,
During construction, contractor shall be required to control on -site
storm water runoff by using temporary erosion/siltation control pro- -4 i 1.".v.i..x.-
cedures. No sediment lawn storm water shall be allowed to discharge
into the City of Auburn'a storm drainage system.
F.
Locations of existing utilities are approximate. It shall be the con-
tractors responsibility to determine the true elevations and locations
So as to avoid damage or disturbance during construction. '
G.
All connections of SOR 35 PVC pipe to manholes shall be made by using
A.C. manhole adaptors, or approved equal.
H.
All connections of SDR 21 PVC pipe to manholes and catch basins shall
be made by using CL 150 AC coupling with ring tite x IPS transition
gaskets, or approved equal.
I.
The maximum laying lengths shall not exceed 20 feet for SDR 21 pipe and -
12 feet 6 inches for SDP 35 pipe.
I.
w.
Bedding for PVC pipe shall be 5/8 inch minus crushed rock, 4 inches -
under to 6 inches over the pipe. [,.,
io�
G=+,
K.
Bedding for concrete and ductile iron pipe shall he 5/8 inch minus -
crushed rock, 6 inches uner to 6 inches over the pipe.
L.
All pipe trench backfill material shall be Class "A" Bank Run Gravel.
M.
Pipe Trench Backfill Material within improved right-of-way shall be -
5/8 inch minus crushed rock. '�.
N.
Existing pavement Surfaces shall be sawcut full depth with straight,
uniform edges. All joints between the new and original pavement shall
be painted with asphalt emulsion (CSS-1). e-� -
0.
Street curbs shall be painted with formula WID-Y1 (yellow), 5 feet
fromeach side of all driveways and 15 feet each side of all fire hydrae y
P.
ills Contractor shall install, replace, or relocate all signs, as shown
on the plans or as affected by construction, per the City's Standard "p"...
Detail.
Q.
r,
El OCtrie and telephone lines shall be in a trench with a minimum hori-
..�., a-.x*.....
zontal separation from other utilities (sewer, water, storm) of 5 test.
R.
All construction surveying
Mall be done under the direction of a
Licensed Professional Civil
Engineer or Licensed Land Surveyor.
S.
Luminaire poles shall be tapered aluainum, davit -style units with
a
nominal length of twelve (12) feet, measured from centerline of the
shaft, Stith a radius of 519" with a height of 30 feet withAo the plat
6C-NGHMMK: M 2-p R4/LRodD $P//(E /N fbfYt f.
Conforming to City Standard Luminaire Pole Detail and Specifications. 1.
L�y� sires shall be 100
,5ourri Src� OF 2/5r,5T6e! /co
watt within the Plat Lronfareing to
c Sr � K 5T Se. EL. _ /14./o
RYAC 1053M2GMC52r hi gh pressure sodium vapor type or approved equal.
r.
Gary o AuBusw L7oTUM
Luainaire shell contain an integral high power factor regular b{llast I 'ILI
suitable for 240 volt operation conforRing to City Specifications.
All
U.
wirinf. connectors and service connections shall Confou to City
Standard Details and Specification$ are grounding of elestrical'-
services Shall conform to the requirements of the latest edition of the
V.
National Electricel Code and all applicable state and local regultuons,
CharwW(1 lz604en isgning
,+
sad shall conform to City Specifications and
Stand$L'do Moall fabrication of signs shall conform to WSOOT
sign
febricsti" Manual and Latest
as `
editlOA Of MUTCO (Manual of Uniform
Traffic -Control gevices).
New cstCh basin locations shall be reinforced at aueb Mt getter per -
A P P R C V 10
City Standard Plan.
DEPI. oP euSLIC WORK/
- X.
All side sewers shall be 6" PVC extended a mini" of 5 feet inside of
CITY OF AUBURN
droperty lines with wire and 2"x4" to mark ends. The curb shall be
EN01artERERIND DEPARiM{Nf
narked with an SS at all side sewer locations
13_
Y.
Watar services shall be plumbed per City of Auburn Standard Detail wi
VA3EI —
meter s/tt/Ts. All services shall be 3/M ddr City Standdld petail"
APPFAKQ
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16963 SE PETROI/ITSKY RD. CARMENS Isr ADD/T/GyV
RENTON, WA. 98058 DE rP 412
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C? lO/D
SEC. /9 TWN. 2/ N. RGE. 5 E., W. M.
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