HomeMy WebLinkAbout92D119210N\NG
SP
J PCPNZ
�g2 I �KIL
55 LF 8" PVCI SS {E 35
v�\P0
SP
J POPN(
ROUTE SS UNDER SO AT X'NG
IE SS 395.25; IE SO 397.00
ROUTE SS OVER SO AT X'1
IE SO 389.00; IE SS 395.3
41
SS MH 5A
STA 18+00 17' LT
SEE SHEET U-5
0" PVC SDR 35
A
5.0
3G
OVA_�
W�N
J
,LaW140
SIP.
N POPH( /
SE 312TH
00
M.-
- 147 LF
SS MH 1
MH 00
41
E
12 414.0
"
O' 'SEWE E
F' 6
13
418.0
I7 21 LF 6
420.0
- SS MH 13
- STA 35+37A
I
SS ti�\NG
NP°pNj '
SS MH 6A
SEE SHT U-6 -LON\NG
STA 19+91 17' LT SR
-20+00 S STA JPOP\Aj
R E E T
NEW 10' SS IN E 312TH ST (SEE SHT U-5 dcU-6)
174 8" DI SS CL 2
20+9 15 LF
6" P
411. 41 .
MIN LE ANCE �, S MH 1
em
SS 15 g8 LF VC SD 35
A STA 2+47
407.0
S A 24+
LF 6"
412. ,.;°.
S MH 17
10 � f M 411.5 I 3
SS MH 7A
STA 22+76 17' LT
- END OF SS EXTENSION THIS PROJECT
SIDE SEWER SCHEDULE
-+� BUILDING MIN FLOOR SEWER MAIN SIDE SEWER SIDE SEWER
NUMBER_---- D ELEVATION STATIONING LENGTH ELEV @ BL
--------------------------------------------
1 408.00 20+99 15 403.75
STA EQUATION SS 22+76.69-
SE 312TH ST
2
414.00
23+43
35
409.75
PROJECT
LOCATION
11+76.69
123RD COURT SE
3
NOT USED
4
403.00
31+05A
15
398.75
2
.j
5
412.50
24+10
22
408.25
6
413.50
25+29
32
409.25
LEGAL DESCRIPTION
16.0
1�\NO
7
411.50
26+09
10
407.25
8
404.50
31+98A
13
400.25
:,a
9
406.50
32+43A
35
402.25
-
vpCpNS
10
412.00
32+96A
20
407.75
LEGAL DESCRIPTION FOR:
TA 23+
3
11
415.00
33+90A
15
410.75
CAMPUS VILLAGE TOWNHOMES
5 LF 6"
4 4.0
_
I
12
13
414.00
418.00
33+89A
34+37A
32
25
409.75
413.75
THE WEST 3/8 OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST
QUARTER OF THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 21
419.50
35+10A
22
415.25
NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY,
I
114
5
420.00
3 5 +57A
21
415.75
WASHINGTON; EXCEPT THE NORTH 42 FEET THEREOF AS CONVEYED TO KING
4
4.0
15
420.00
3+93A
18
415.75
COUNTY FOR ROAD BY DEEDS RECORDED UNDER RECORDING NUMBER 546436
17
413,50
26+13
43
409.25
AND 91092414114,
18
415.00
26+18
38
410.75
19
416.50
36+93A
32
412.25
TOGETHER WITH
20
418.60
37+69A
20
414.35
21
417.00
29+52N
63
412.75
THE SOUTH HALF THE NORTH HALF OF THE NORTHEAST QUARTER THE
_
65
418.75
SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 5 EASE,
22
423.00
1+44E
ETTE MERIDIAN, KING COUNTY, WASHINGTON;
23
422.00
0+97E
15
417.75
EXCEPT THE NORTH 6. FEET OF THE WEST 489.68 FEET OF THE EAST
-
24
420.00
1+06N
28
415.75
F; AN
510EP FEET THEREOF; AND
519.68
O
it
EXCEPT THAT PORTION THEREOF LYING EASTERLY OF THE WESTERLY MARGIN
NOTE: SIDE
SEWERS SHALL
TERMINATE
5 FT FROM BLD
AT CLEANOUT
OF 124TH AVENUE SOUTHEAST AS ESTABLISHED BY DEED RECORDED UNDER
SEWER FROM C.O.
TO BLD PART
OF PLUMBING
RECORDING NUMBER 6152523.
swill
Ei
I too
1161
r
PF
m Ill` AI
'Lps
0
L'i�fSS MI,
14H 1827+11
MINES -11
STA 30+OON 5' W OF CA
INSTALL 8" SS CLEANOUT W/ CAST IRON RING AND COVER
EXTEND 35 LF 6" PVC TO PA, CAP AND
MARK PER CITY STANDARDS
75 LF 8" PVC SDR 35
SS MH 21
STA 29+25 5' W OF CA
1
6TA 29 52N 41 .0 419.0 421.0 421.0
63 LF "
�72 LF 8' PVC S
SS 20
\ STAM28+53 420
\ 5' WEST OF C
\ �81 LF8 CSD
j/28 LF 6" L
.+ Cam" �•, 20 SEER ESMT
418.6 SS MH 22
TA 29+34
A ST OF
r78 LF 8" PVC S 35 SS
16
420.0 J
I SS M 23
SS MH 14 E I STA 3 +OB
5' SW F C
STA 37+69 l CA -
10N\PG
SFt 101 LF 8' PVC SS SDR 35
CPNj
J
N PGPPS SP
TootkG
SANITARY SEWER IMPROVEMENT PLAN
CAMPUS VILLAGE TOWNHOMES
q
7 1 6"
0 424.
V SDR 35
0 SEWER ESM
MIN SEP
SHEET INDEX - UTILITY PLANS
ONSITE SEWER IMPROVEMENTS U-1
WATERMAIN EXTENSION U-2
DETAILS AND GENERAL NOTES U-3
ONSITE SEWER PROFILES U-4
312TH SEWER PLAN AND PROFILE U-5
312TH SEWER PLAN AND PROFILE U-6
312TH STREET WATERMAIN PROFILE U-7
1. SITE ADDDRESS: 31401 124TH AVE SE, AUBURN, WA
2. NUMBER OF TOWNHOUSE UNITS: 69 TOTAL
3. KING COUNTY PROJECT: C9103314
4, TOTAL AREA OF SITE: 10.03 ACRES
5. KING COUNTY ZONING: 8.16 AC RM 1800; 1.87 AC RM 3600
425.0 6. CALL ONE CALL PRIOR TO CONSTRUCTION: 1-800-424-5551
P�F wnsy7 O
(O x " ; z AS -BUILT
?.. gFG18T£RF'9�=`O THESE DRAWINGS ARE THE AS-BUILTS FOR THE WATER,
Frr10 Al EaG SEWER AND STORM ONLY. THE AS-BUILTS REFLECT
4 3.0 z_L _gi THOSE ABOVE GROUND, VISIBLE OBJECTS OBSERVED
EXPIRES BY THE SURVEYOR. NO CERTIFICATION IS MADE OR
IMPLIED FOR ANY OF THE ABOVE SYSTEMS AS THEY
�.%✓� NOW EXIST BELOW THE SURFACE EXCEPT FOR THE INVERT
4 3.0 ELEVATIONS AS NOTED ON THESE PLANS.
NG ONUPGH NOTES:
EASE 1. SEE SHEET U-3 FOR GENERAL NOTES AND DETAILS
2. SEE SHEET U-4 FOR SANITARY SEWER PROFILES AND MH TYPES.
3. MINIMUM HORIZONTAL CLEARANCES:
10' FROM WATER TO SEWER
10' FROM WATER, SEWER, STORM TO BUILDINGS
424' MINIMUM VERTICAL CLEARANCE:
1'-10" OUTSIDE TO OUTSIDE FOR ALL PIPES
4. INSTALL SAN SEWER CLEANOUT 5' FROM OUTSIDE OF
EACH BUILDING PER CITY OF AUBURN STANDARDS
N
I
w
w
SS MH 25
�
ti
STA 31+13
w
5' FROM CA
SS MH 26
105 LF 8' PVC SS R 35
STA 32+18 5' SO OF C/C
EXTEND 8' STUBOUT TO
SOUTH PROPERTY LINE
AND CAP
SCALE 1' - 40 FEET
CONTOUR INTERVAL 2 FEET
TOPOGRAPHIC AND BOUNDARY SURVEY
PER BASEUNE PROFESSIONAL SERVICES,
TACOMA, WA, 595-4491
DATUM: CITY OF AUBURN BENCHMARK:
/5-L, ELEVATION=434.91
RR SPIKE IN PP #30841, WEST SIDE
OF 124TH AVE SE, 2ND PP NORTH
OF SE 310TH ST
FAC 4'0048-91
rXPIRES G/Ff�93 THESE PLANS ARE 'APPROVED' FOR 6
._ CONFORMANCE WITH THE CITY OF
AUBURN ENGINEERING DIVISION REQUIREMI
WATE�-AND SEWE EXT(a F�NSION ONLY
APPROVED BY ,��Y
7-20-`i2
DATE APPROVED
N
m
Y
$
z
U U
z
a
z z
m
a
¢ ¢
o
a a
o
woo
Z
Q
wU
Z
K
(n
a w
¢
O
41 4
j
lil
� z
w
00rn
m m
w w
tv
n
v
C
1
a
V
Q
By,1
Nn
C
0
:$
:7m
C
�3
i
C
W
15
P
0
Ag
£
P
Si
Z
Q Z
J
LdLLJ
__ m
(n LLJ Q
>- � LL
� j O
QO�
Z a ~
Q :E U
u-L1J
LLJ :�j =
L
z)-0
O V7 LL_
Li
O
Z
O Z
LLJ O
U
CD
C� o
J Z z 00
j Y Qo
z 3 (N•1
h
(/7 Z z Lr)
C� < 't300
Mx-
L m a m of Q p
N
W
Q =) QOWS
Date 11/1/91
Scale SHOWN
Drawn AJR
Job 91-160
Sheet U -
Of 7 Sheets
'1Z 1>r197- 1 0f -r
10+73 16' RT (VERIFY)
CO NECT TO EXISTING 12' WM
W 12X12X12 TEE AND GATE VALVE (FLXMJ)
H AVY DUTY CAST - W/ CONC BLOCKING
CONTRACTOR TO FIELD VERIFY LOCATION, DEPTH
AND FITTINGS REQD FOR CONNECTION
COORDINATE TIE-IN WITH CITY WATER DEPT
BEGIN RELOCATION (LOWERING) OF EX 12" PI 20+00- CA 124TH AVE O SE 312TH ST
DI EAST -INSTALL GV (FLXMJ) EACH SIDE OF TEE
ELOCATE EXIST HYDRANT 36' EAST S C E 312TH STREET NEW 10' SS MAIN CONTRACTOR COORDINATE SHUTDOWN WITH CITY OF
/L -
EXTEND W/ 6' DI CL 52 AUBURN WATER
UTILITY, FIRE DISTRICT AND AFFECTED PROPERTY OWNERS LIMITS C ROADWAY REMOVAL
IPE AND CONC BLOCKING PI 11+76.69SE 312TH ST =1+00 S
WATER DEPARTMENT A
+9440 ...r. _. ..,. B+OQ. .:1@t00 1 4.00 VIIH
. I .-./J^`. 4W.t iY= ..•uY S` i4� _ -J.nY `4�j„y .>�.
yy r:F��,.„ - ., » ,,._ ... _ ,, - - Vc:..,,.. .. li •'/rGVa.• ±462 LF 12' DI WM CL 52 REPLACEMENT OF EX WM
_ Y EX PP A STA 13+90 20'RT
_ a• RESET EXIST HYD TO NEW GRADE AND MAIN
131 L ;WM L 52 325 LF NEW 12' DI WM CL 52 W/48" INSTALL 12" GV (FLXMJ) 18+25 INSTALL STANDARD 1" AIR
RELOCATE HYDRANT 2' BEHIND NEW S/W _ OFF COVER UNDER NEW 312TH ST ROADW 12-X12-X6- TEE (MJXMJXFL) VACUUM ASSY PER CITY STNDS
CONCRETE BLOCKING LOCATION PER CITY STND DETAILS
T TO EXIST 12' WM
F•%///////////////////////////////////////////////G•
77
�03./
• U
CITY MWAUBU
M
�
f�
FOR CONNECTION TO NEW WM STA 18+60 15 RT CONNEC
SEE SHT U-3 FOR TYP SECTION CONTRACTOR CAN REUSE EX 6- GV, AND INSTALL 12' GV (MJ) AT POINT OF CONNECTION
413. 20 HYDRANT ASSY SUBJECT TO FIELD APPROVAL CONNECTION PER CITY OF AUBURN STANDARDS,
411.0 OF CONDITION AFTER REMOVAL FROM EXIST MAIN MAINTAIN DOMESTIC SVC TO ALL ADJACENT
1Z M XFL) IF CONDITION IS UNACCEPTABLE, CONTRACTOR SHALL PROPERTIES DURING CONSTRUCTION
408.0 409. 6 INSTALL NEW GV AND HYDRANT ASSY
416.0 C NOTE: THE CONCTRACTOR SHALL COORDINATE THE
1;1" WATERMAIN REPLACEMENT ON SE 312TH ST TO NOTE: CONTRACTOR TO REPLACE HYDRANT IF IT DOES NOT
MINIMIZE THE SHUTDOWN OF THE EXISTING SYSTEM CONFORM TO CURRENT CITY OF AUBURN STANDARDS AS DETERMINED
r [3 I ALL AFFECTED PROPERTY OWNERS SHALL BE PROVIDED NTHCIn INSPECTOR, REPLACE Ex a' PUMPER PORT w/ 4-1/2- PORT
�- TEMPORARY SVC DURING CONST., NOTIFY FIRE DISTRICT W
414.0
IF FIRE HYDRANTS ARE OUT OF SVC.
,.� % •__' � ) INSTALL STANDARD FIRE HYDRANT ASSY
12X12X8 TEE (MJXMJXFL C/-)
2-•.;61 ICL 52 8" GV (FLXMJ)
1
414.0 CONCRETE BLOCKING I LLI
f` 63XGVX6FTEE J(MJ%MJXFL)
Cln OF AUBURN ST NDD 1{-- EX PROPERTY LINE CONC BLOCKING II z
FIRE HYDRANT ASSE LY uYy.f 20' nun T I :� Y' DEFELCT WM TO MAINTAIN 10. OFFSET FROM CA W
S4 NDARD Q
SE BLY
407.0 3281 LF 12" DI WM CL 52
K 0 250 LF 12 DI WM CL 52
412.5 m10
=
•¢ _ CONE L L) . ¢ .
7A 12: I a .5' TO SO 10' NORTH OF P/L:: ` 1 3 s.4<4 •.'.�-. '.'"' ` EX HYDRANT
-
13.5
er I�ylis 12X12X8 TEE MJXMJXFL LIMITS OF SAWCUT FOR PVMT
8 DI WM'CL $, Jf. ( ) REMOVAL AND REPLACEMENT
406.5 8" 45' BEN - 1• 12' MJ PLUG W/ CONC BLOCKING 20' E OF P/L PVMT REPLACEMENT PER GEN.
• LNG it' 6" GV FLXMJ EXTEND 20 LF 8" DI TO SOUTH PROP LINE NOTES MATCH EXIST PVMT THICKNESS
2 PLACES SMT I '•�,`<, �,.',-', CITY STANDARD FIRE HYDRANT ASSY INSTALL MJ PLUG AND BLOCKING WIDTH OF CUT =10'
110 12" DI WM sfi OADWOKNGRDIOUNnRTRAFFlCK T}i
}
07
aNi "aZ
J
d � �
a Z Z z
m\ J J J
QN d d d
V) za z z ¢
Z a u W W
rz
o
W
O w O 0 O
2W W W W W
KK d' K K
N M O
V
C I
Q N �rf
C .g
� Srn
C U_
a
c
eo
W
�M
t 24 o
F 1z a
406.5 1, ,, - WET TAP CONNECTION TO E% MAIN z
N7 '� 8" 90 BEN , BLOCKING 411.5 O , INSTALL 1-1/2- SERVICE ASSY FOR FUTURE METER CONNECT TO EXISTING 12' CITY MAIN O z
W/ 12X12X12 TAPPING TEE AND VALVE
408.5 CONTRACTOR TO FIELD VERIFY LOCATION (n
412 O MAINTAIN 7 FE BE N WM NO STO DR 2 12X8 �1 DEPTH AND FITTINGS READ FOR CONNECTION w m
j 1 GV X 417 0 421.0 421 0 COORDINATE TIE-IN WITH CITY UTILITY DEPT.
O vim., GV 8 419.0 Y" 8X X6 TEE (MJXMJXFL)
•. "1111 6" ATE VALVE (FLXMJ) X Q
415.0 2 FLXM 425.0 B" J PLUG
E ONCR B 6
s �x 145 LF 12' WM c W
I , a-+t�H• � • � - z CO CRETE BLOCKING Li-
. 1B ,•; � 425.0 z O
J !°. ST NDARD FIRE HYDRANT ASSY Q
17 Y12
12 414.0 ITY AUBURN STANDARD 28 LF DI -12" F XMJ A APTOR 2 I U
87 LF B" DI WM CL 5 IRE H RANT A SEABLY 'a CONC BLOCKI W
-
415.0 413.5
8 6 TEE (ALL 12XRX (FL MJXMJ 12' 22- 2 BEN 420 0 6 • Q 0
UTILITY CONC BLOCKING 417.0 o I p�-^"P ,kit ai4 "�'"'�'E LL_
8" GV (FLXMJ), 8- ADAPTOR (FLXMJ) \ NOTES: UUU
. CITY OF AUBURN STANDARD 12X12X12 TEE ALL FL) D+•t�^^^^"-�"
11 12" GV FLXMJ4 A M) 1. REFER TO SHEET UIN FOR STANDARD DETAILS AND GENERAL NOTES. oo
FIRE HYDRANT ASSEMBLY ( /
12X8 REDUCER (FL) ` OFFSET FRO 4rt0• _ ?`'' 423.0 2. ALL NEW WATER MAIN SHALL BE LOCATED WITHIN . 20' WIDE D A.
30' .. ; PUBLIC UTILITY EASEMENT E THE CITY IO AUBURN.
DI WM CL 52 8" GV (FLXMJ) � NTERLINE A 3. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF PLANTERS, 'I+ ASH�0 (f)
417.0 t3 CON FLBLOCJ AD PTOR6 5 > \ 2 . },� LANDSCAPING, DRIVEWAYS, ETC., THE PIPE LENGTHS SHOWN ARE APPROXIMATE tP w
v LOCKIINK 45 BEND (MJ) NC BLO ING,
o x
45 NO (MJ) C B
a
64 LF B. CL 52 19 416.5
417 g' I 10' TO SS 422.0
41 B.0 AUBURN ST RD a.'. `,.
E H ANT ASSEM Y \ 418.5 8.�X12X VAL A (FL J) .
45 B D 0 \ J2 a. 12' FL XMJ) TE VALVE
(F
. �A` r -ir`- Y r ii''"- r •.'" _. .. X_ Y �� 2Y U71UTY ESMT AD 4. 424.
J
n ,
• t� 4 8 6
419.5
193 LF 12' DI WM CL 5�
>.� 8 BXTEE ( M FL \
421.5 .• 6" G (FLXMJ) 16 \ 1
CON BLOC IN 420.0 1
420.0
ELECT WM AT JOIATS
�2 /RP/G.. T/eN .ncrce I MAINTAIN 10' OFFSET1
- m/ Dc vq P<R 9uBORnI -"
3:Nn s
I
END PIPE DE LECTTON AT P.T.
COONT 1R INTERVAL 2 FEET
WATER MAIN IMPROVEMENTS TOPOGRAPHIC AND BOUNDARY SURVEY
PER BASELINE PROFESSIONAL SERVICES,
TACOMA, WA, 595-4491
DATUM: CITY OF AUBURN BENCHMARK:
W
z
J
I
H
a
4.
AND SUBJECT TO FIELD VERIFICATION
ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 42' COVER.
' z
Q
5.
LOCATE WATER METERS BEHIND SIDEWALKS PER CITY DETAILS.
a f W
O
6.
MIN 1'0' VERTICAL CLEARANCE AT ALL CROSSINGS
CjgggYl
7.
THE FIRE HYDRANT LOCATIONS ARE AS APPROVED BY KING COUNTY FIRE MARSHALL,
.ns, �ti2
THE BUILDINGS ARE NOT SPRINKLERED
r�ONAL 6�
z
1i-11-92
EAST PROP LINE O z
INSTALL STANDARD FIRE HYDRANT ASSY /',, 1 ,/ 0 z
AS -BUILT ( r iwe<e, O
1,3X12X6 TEE MJXMJXFL)
8 GV (FLXMJ) THESE DRAWINGS ARE THE AS -GUILTS FOR THE WATER, SEWER AND Lij (,
CONC BLOCKING STORM ONLY THE AS-BUILTS REFLECT THOSE ABOVE GROUND 0
VISIBLE OBJECTS OBSERVED BY THE SURVEYOR. NO CERTIFICATION
Q ('
o
IS MADE OR IMPLIED FOR ANY OF THE ABOVE SYSTEMS AS THEY
NOW EXIST BELOW THE SURFACE EXCEPT FOR THE INVERT
J Z
Z rn
ELEVATIONS AS NOTED ON THESE PLANS.
<o
3
LEGEND
(n Z
z
o � N} I
<aan
J 3
1" DOMESTIC WATER METER (PER TYPICAL DETAILS)
� m
I
1 Q
PROPOSED FIRE HYDRANT ASSEMBLY
m
Q. X
d LLJ N
Ir
Q �
¢�Wx
- -
PROPOSED WATERMAIN EASEMENT
C-)Q
cJ D- W D_
Date 11/1/91
Scale
1'=40'
FAC #0048-91
Drawn
AJR
THESE PLANS ARE "APPROVED" FOR
CONFORMANCE WITH THE CITY OF
Job 91-160
AUBURN ENGINEERING DIVISION REQUIR ENTS
I c WATER AND SEWER EXTENSIONS ONLY
/ /Ma, I%Jmw•=b
Sheet
U - 2
APPROVED B_92
DATE APPROVED
Of 7
Sheets
92 D I 1 92
Z OF %
435
430
I
425
420
415
�-7p 7� -
a L
i
1
60' RIGHT OF WAY
CA SE 312TH ST
EXISTINO PAVEMENT
fii.�T E Ev !437.YZ
�Z 2 C NEW PVMT 4.25.422�
11 4' MINIICOVER
,, - EXISTING GRADE
- APPROX DEPTH EXIST 12" WM
LOCATION NEW 12" DI WM
SCALE 'I" = 5' VERTICAL
1" = 10' HORIZONTAL
SECTION A -A LOOKING EAST
THROUGH SE 312TH STREET
STA 13+50
SLOPE TO MATCH BLD
405
I
RIM 400.00
m
390 36"
IE 2
10' WIDE LEVEL ACCESS
8'
OUTSIDE WALL Of CB
1 385 1- - -
SCALE 1" = 5' VERTICAL
1"= z• HORIZONTAL
SECTION
AT BLD
MINIMUM CLEARANCE
8'-0^
FINISHED FLOOR UNIT 1 408.00
TOP OF CRAWL SPACE 404,83
IMF i�
EXTRA DEOTH FOUNDATION WALL
BOTTOM OFIFOOTING O 394.00
WITHIN ARU _LESS THAN 10 FT
HORIZONTALT' FROM SS
NEW 8" DUCTILE IRON SS I
IE At BLD 393.93
B-B LOOKING NORTH
#1 AT DETENTION TANKS
CITY OF AUBURN GENERAL CONSTRUCTION NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH
THE CITY OF AUBURN STANDARDS AND SPECIFICATIONS.
2. THE STANDARD SPECIFICATIONS SHALL BE 1981 APWA AS MODIFIED
BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DRAWINGS.
3. A COPY OF THE APPROVED PLANS MUST REMAIN AT THE JOB SITE AT
ALL TIMES DURING CONSTRUCTION.
4. PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY
ONSITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS.
5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE NOTIFICATION OF ALL UTILITY COMPANIES (WATER,
SANITARY SEWER, STORM SEWER, NATURAL GAS, POWER, TELEPHONE,
CAN, ETC) TO VERIFY THE EXISTENCE AND ACTUAL LOCATION OF
UTILITIES. THE CONTRACTOR SHALL CALL ONE -CALL FOR LOCATIONS
(1-800-424-5555).
6. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO
CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY
EROSION/SILTATION CONTROL PROCEDURES. NO SEDIMENT LADEN
STORM WATER SHALL BE ALLOWED TO DISCHARGE INTO THE CITY OF
AUBURN'S STORM DRAINAGE SYSTEM OR ONTO ADJACENT PROPERTIES.
7. THE LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
TRUE ELEVATIONS AND LOCATIONS SO AS TO AVOID DAMAGE OR
DISTURBANCE DURING CONSTRUCTION.
8. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH
STRAIGHT, UNIFORM EDGES. ALL JOINTS BETWEEN THE NEW AND
ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION
(CSS-1).
9. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL
SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION,
PEER THE CITYS STANDARD DETAIL.
10. ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A
MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER,
WATER, STORM) OF FIVE FEET.
11. THE CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC
FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A LICENSED
LAND SURVEYOR OR A LICENSED PROFESSIONAL CIVIL ENGINEER.
12. DURING CONSTRUCTION ALL PUBLIC STREETS ADJACENT TO THE
PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS
RESULTING FROM ON SITE CONSTRUCTION, AS DIRECTED BY THE
CITY.
13. CERTIFIED AS -BUILT DRAWINGS ARE REQUIRED PRIOR TO PROJECT
ACCEPTANCE. REFER TO "CERTIFIED AS -BUILT REQUIREMENTS,
14. WHEN UTILITY EASEMENTS ARE REQUIRED, THE MINIMUM WITH SHALL
BE FIFTEEN FEET (15), DEPENDING OF DEPTH AND LOCATION, AND
NO PERMANENT STRUCTURE SHALL BE CONSTRUCTED WITHIN A
DISTANCE OF TEN FEET (10- OF SAID EASEMENT).
15. THE CITY OF AUBURN HAS ESTABLISHED TYPICAL TRENCH EXCAVATION
AND BACKFILL DRAWINGS TO BE USED FOR THE INSTALLATION OF
UTIUTIES. REFER TO THESE DRAWINGS FOR DETAILS BEFORE
STARTING CONSTRUCTION.
16. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH THE CITY OF
AUBURN ZONING ORDINANCE, SECTIONS NO. 18.50.
17, FOR MH h CB RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK
FOR RIMS AND CASTING SHALL BE FOURTEEN INCHES (14") WITHOUT
ADDING NEW SECTIONS.
18. ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT OF WAY OR
EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING.
WATERLINE CONSTRUCTION NOTES
1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL
REQUIREMENTS.
2. PIPE FOR WATER MAINS SHALL BE CEMENT -LINED DUCTILE IRON PIPE
CONFORMING TO ANSI A-21-51, OF LATEST REVISION, THICKNESS
CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL
CONFORM TO ANSI A-21-4, LATEST REVISION.
3. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY -
TWO INCHES (42").
4. BEDDING FOR DUCTILE IRON PIPE SHALL BE 5/8 INCH CRUSHED
ROCK, 6 INCHES UNDER AND 6 INCHES OVER THE PIPE, UNLESS
OTHERWISE APPROVED BY THE CITY.
5. ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK
RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN.
B. PIPE TRENCH BACKFILL MATERIAL WITHIN THE RIGHT OF WAY SHA
LL
LL
BE 5/8" MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR
TO THE CITY STREET.
7. ALL VALVES FOR WATER LINES SHALL BE RESILIENT WEDGE GATE
VALVES FOR 12-INCH AND SMALLER. BUTTERFLY VALVES SHALL BE
USED FOR VALVES OVER 12-INCH DIAMETER.
B. JOINTS, EXCEPT WERE OTHERWISE REQUIRED OR SHOWN ON THE
PLANS, SHALL BE EITHER MECHANICAL BOLTED TYPE JOINTS OR
PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN
NATIONAL STANDARD A-21.11 OF THE LATEST REVISION.
9. PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME
KIND OF COATING, LING AND STRENGTH AS THE PIPE TO WHICH
CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10
AND A-21.11 OF LATEST REVISION.
10. HYDROSTATIC TESTS ON THE NEW PIPELINE SHALL BE MADE IN
ACCORDANCE WITH THE PROCEDURE FOR WATER PRESSURE TESTING
WATER LINES AND THE LATEST PROVISIONS OF AWWA C600, EXCEPT
AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE
TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE
CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF
THE CITY. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND
APPURTENANCES INSTALLED UNDER THIS APPROVED PLAN, INCLUDING
ALL CONNECTIONS TO THE EXISTING MAINS AT A MINIMUM TEST
PRESSURE OF 200 PSI.
11, DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR
TO CONNECTION TO THE EXISTING WATER UNES AND SHALL BE IN
ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C601.
12. INSTALLATION OF CORPORATION STOPS, WATER SERVICES, LINES AND
WATER METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS.
SERVICES SHALL BE A MINIMUM 3/4 INCH TYPE K COPPER TUBING
OR GALVANIZED PIPE. THE CITY OF AUBURN WILL INSTALL THE
METERS. THE CITY WILL INSTALL SERVICES FROM MAIN LINE TO
THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING
CITY STREET.
13. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER
CITY OF AUBURN STANDARD DETAILS.
14. THE CONTRACT SHALL OBTAIN ANY NECESSARY WATER SERVICE
CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO
CONSTRUCTION.
15. ALL VALVE BOXES IN PUBLIC RIGHT OF WAY OR EASEMENTS SHALL BE
ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE.
16. WHERE THE UNDERGROUND SUPPLY TEES OFF TO SERVE ONLY A FIRE
SPRINKLER SYSTEM, A SEPARATE AND DETAILED PLAN MUST BE
SUBMITTED AND APPROVED PRIOR TO INSTALLATION BY THE FIRE
MARSHALL.
17. FIRE HYDRANTS:
A. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO THE CITY OF
AUBURN STANDARD DETAILS.
B. FIRE HYDRANT FEED LINES SHALL BE INSTALLED AT RIGHT
ANGLES TO THE SUPPLY MAIN IN CONFORMANCE WITH THE 5-
1/4" MVO HYDRANT SETTING DETAIL (CITY STANDARD DETAIL).
C. HYDRANTS SHALL STAND PLUMB, SET TO FINISH GRADE WITH
THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES FROM
FINISHED GRADE, AND A CLEAR AREA AROUND THE HYDRANT OF
NOT LESS THAN 36 INCHES.
D. PUMPER PORT SHALL FACE STREET OR FIRE ACCESS AND BE
READILY ACCESSIBLE TO ANY FIRE VEHICLE FOR FIRE
FIGHTING AND PUMPING OPERATIONS.
E. LEADS FORM THE SERVICE MAIN TO THE HYDRANT SHALL BE NO
LESS THAN 6-INCHES DA, AND LEADS OVER FIFTY FEET SHALL
BE NOT LESS THAN 8-INCHES DA.
F. FIRE HYDRANTS SHALL BE INSTALLED ON 8-INCH DA OR LARGE
DISTRIBUTION SUPPLY MAINS.
G. FIRE HYDRANTS SHALL BE INSTALLED AT A MINIMUM SPACING
OF 600 FEET ALONG STREETS IN SINGLE FAMILY ZONES AND
300 FEET IN ALL OTHER ZONES (ON SITE HYDRANTS SHALL BE
A MAXIMUM OF 150 FEET FROM THE FURTHEST POINT ON THE
BUILDING).
H. EASEMENTS SHALL BE A MINIMUM OF 7.5 FEET EACH SIDE OF
ANY FIRE HYDRANT.
SANITARY SEWER SYSTEM CONSTRUCTION NOTES
1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL
REQUIREMENTS,
2. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN
ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY
APPROVAL.
3. SIDE SEWERS SHALL BE INSTALLED FROM THE CITY SEWER MAIN TO A
MINIMUM OF 5 FEET BEYOND THE PROPERTY LINE AND SHALL BE A
MINIMUM 6 INCHES IN DIAMETER WITH 1.00% MINIMUM SLOPE.
4. SIDE SEWERS SHALL BE INSTALLED, WHERE REQUIRED BY THE
ENGINEER, USING COMMERCIALLY MANUFACTURED TEES AND SHALL BE
PLUGGED WITH A WATERTIGHT PLUG. ALL JOINTS SHALL BE
APPROVED RUBBER-GASKETED JOINTS. THE LOCATIONS OF THE SIDE
SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE
PROPERTY BY A PRESSURE TREATED 2X4, 4 FEET LONG, BURIED IN
THE GROUND 3 FEET. THE LOWER END SHALL HAVE A 2X4 CLEAT
NAILED TO IN TO PREVENT REMOVAL OF THE STAKE. THE EXPOSED
1 FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE
SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT. THE
LETTER S", 2 INCHES HIGH, SHALL BE NEATLY IMPRINTED IN THE
TOP OF THE CURB BEFORE THE CONCRETE HARDENS TO DESIGNATE THE
SIDE SEWER LOCATION.
5. THE LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS
REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF CITY.
CONTRACTOR SHALL NOTIFY ENGINEER WHEN EXACT LOCATIONS ARE
DETERMINED.
6. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER
CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO
CONSTRUCTION.
7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO INSURE THAT
NO CONFLICTS OCCUR BETWEEN SANITARY SEWER LINES AND PROPOSED
OR EXISTING UTILITY LINES DURING CONSTRUCTION.
8. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO THE EXISTING
SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF
AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PIPE
INSTALLATION, TRENCH EXCAVATION, BACKFILL AND PAVEMENT
RESTORATION.
9. A 10 FEET HORIZONTAL SEPARATION SHALL BE MAINTAINED AS A
MINIMUM BETWEEN SEWER AND OTHER EXISTING OR PROPOSED
UTILITIES.
10. ONE FOOT OF VERTICAL SEPARATION SHALL BE MAINTAINED AS A
MINIMUM BETWEEN SEWER AND OTHER UTILITIES WHEN A CROSSING OF
UTIUTIES OCCURS, IF ONE FOOT CLEARANCE CANNOT BE ACHIEVED,
THEN A SAND CUSHION SHALL BE PROVIDED AS DIRECTED BY THE
ENGINEER.
11. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE
MADE BY USING A.C. OR GPK MANHOLE ADAPTERS OR APPROVED
EQUAL.
12. PIPE FOR SANITARY SEWERS SHALL BE SDR 35 PVC WHEN PIPE COVER
EXCEEDS THIRTY SIX (36") INCHES. REINFORCED CONCRETE SEWER
PIPE, SDR 21 PVC, OR DUCTILE IRON CLASS 52 CAN BE USED WHEN
APPROVED AND PRIMARILY FOR OVERSIZING PIPE OR DEEP OR
SHALLOW TRENCHES.
13. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12 FEET 6
INCHES (12'-6') FOR SDR 35 PVC PIPE.
14. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH CRUSHED ROCK, 4
INCHES UNDER AND 6 INCHES OVER THE PIPE,
15. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/6 INCH
CRUSHED ROCK, 6 INCHES UNDER AND 6 INCHES OVER THE PIPE,
UNLESS OTHERWISE APPROVED BY THE CITY.
16. ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK
RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN.
17. PIPE TRENCH BACKFILL MATERIAL WITHIN THE RIGHT OF WAY SHALL
BE 5/8" MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR
TO THE CITY STREET.
18. AN OIL/WATER SEPARATOR WILL BE REQUIRED TO CONNECT BUILDING
FLOOR DRAINS TO THE SANITARY SEWER.
FAC d #0048-91
m
Q
N
z e
O
>N o
W �
C I
a
� g
0
O 8�
0 Zm
LJ
I
WA
�
•A �
as
1
Cn
J
Q
f-
W
<Y C/) r-)
W
3: Z O
w LLj Z
(n :2F Q
U7)
Z O LLJ
�
Q cj� O
Z > Z
Q J
:5>Q
Of, W ry
LL I--- W
I- cn Z
(n CD
Z
O
I-
0
Z
in =
W (n
O
I
Z
O Z
w0
CDU m
Q CD
J z
J Z 3N
5;Y z N
n
zz,M}c
(n Z <'t
D
Z �0Q1D
� CO a w o
Q � a4Ox
U Q Ua a
Date 11/1/91
SCOIe NO SCALE
Drawn AJR
Job 91-16o
Sheet U - 3
Of 7 Sheets
`►za II41Z 3of"7
425
425
420
420
/
w
N
EXrenNb
q/.Z�-
m s.
nc[
z
M MH
6 gi$.33
415
C� sEVE
8" SS
S=0.509
R
- _
- E
1'1,
FINISHED GRADE
NEW F
AVEMENT
J
50x
IE
=411. v
6"
WM LEAD T
FIRE HYD
y [oMoc
L.F 8
SS
SS
RIM
H 25
4aa,se 4�Z
EXTPROEND
L& CAPS
0
.'.
78 LF 8"
5=0.507L
,p1
8&4•
LI
12"
O CROSSIN
FA 407.3
--
*
`e o•A"-'
81 LF 8"
S=O.SOS
sus MOH 23
IE
E 41
-
410
410
,a
=2•
SS MH 2
- .
- _-_ -
-
S
TYPE III-
RIM
8
418.3o
RIM _
4?P.IZ
--
_ -
GT
M,N /O N
/ICWTgL
<L,4.vatiC
-7
g" SS
SS
H 19
SS MH 2
IE
NW412.tf1
IE 44i'4ff
4f2.1.t.
-
RIM
I11-48
4j-- 41S.
TYPE III-
IE 412.21
Sg4f 2•II
E JH2.68
412,.t.t.
<j12•S-
405
/
,/
282 LF
SS SDR
5 PVC S=0.
4Z
SS
MH
-E-
.dt
IE
11.
420
-_-
7554t
_ - -
Rl
•10
IE
12" S
CROSSING
A 400.85
--
88 LF
8" PVC S=
SRSS MH
16
0
TYF
IE
E III-48
E q
10
S
gf1.�4
12"
SD X'NG 41
06
TYPE I-48
•�
IE
. N
IE 12"
405.84
18" SD C
OSSING
TOF
SS 413.53
400
`V
g'
IE
S4p..71
SS
H 17
41�
12" SD AT
CROSSING
TOP OF
IPE 406.85
IE 18" S
408.74
,-o' ca<
RAN<E(•3D"
415
f
_
4ml.. t.1
TYPE
_
_
-._. -
TE 403.ZZ
-___
_
PE_41ff.25
_�
.-
- - -
III-48-
-.._-
EXIST
2" WM (VER
FY DEPTH)
IE
M
5.41
TOP 404.2
31 -TH
IE
5.76 S 40
S. 51
144 LF B
SS 5=0.50
PJC
SS 24
2" SD X'NG
9cJ
---
-. _.-
-
420
SS MH 23
TYPE III-4
E 1
-
RIM
IE
SW
van X',v
Sa.6•
RIM
4o9. t6
RIM
420• f2
TYPE III
48
IE 4i•2r}9
442-L4
zaa+ 5=1.6
IE
W SIV&
1
-
IE 4.12.6iB
412.1.r.
-
174
8" DxT �E
SS MH 8
IE
E 318.11
SANITARY
EWER
PROFI
E
4t2.s6-
405
0
901
�45�
RR�18.3..5
E 1-48
-SI
-
415-
415 _
ROFIL
FOR
CUL-
E-SA
IE 391.2✓
E 344.51
SS
SS MH BA
RIM 59(i'.A
S91•+o
IE t9**5N
314•t1
TYPE III-4
fE
W 3".
--
--
Wj'r�
IE •394.8
" S b'ff.
"•WG
2" SD FROM
312TH ST 1
391.10
410NIE
S=0.
410IE
39t461
311.1.E
.00
- - -
- - -
-
--
--
- -
--- -
E
iz" ex w•+
IS. 29
-- -
- -
8
R1M•Ms49
1S•ol
E4'-2 S
IZ• f-V
IEN41w94
.215
IE H 2.86S
11.42
W411•4+
IE 44W:46N
o& el
A-4tf-514-
- __
"'��l
�•
Sow• 4�'
�JS
O ww
'
- -
�^
ati 2
__. - -
--_v.
FXrsr
ovr. SAME.
Ef1t4NEs
AS -BUILT
Q .
THESE
-ARE
-
TS FOR T
WATER,
WER AND-
ORM
ONLY. THE
AS-BUILTS
REFLECT T
ICISE ABOVE
GROUND,
WISIBLE OBJ17CTS
415
OBSERVED
BY THE SURVEYOR.
NO
CERTIFICAT
ON IS MACE
OR IMPLIED
415
-
-
FOR ANY OF
THE ABO
E SYSTEM
AS THEY
NOW EXIST
BELOW THE
SURFACE E
CEPT FOR
THE INVER
ELEVATI
AS NOTE
ON THESE
•+ f°�a"
Pizovro<
a ar
c«
PLANS.
-
-
- --
-
-
�
23
LF 8" PVC
Sn0.50%
410
��
�,
--
410
FINISHED
GRADE N
PAVEMENTyCpt'
LF 8" P
--
-
e
MH 1
- --
405
nT-
SS
12
SS MH 1
E III-48
RIM 44i3
"-44-
405
-
---
-
- -
RIM
41
.to
TYPE 1-
RIM
8
417. 62
E i493b W
410.01
18" SD IE
3
397.50 TOP
399.0
,'
IE
III-48
IE
NW4oa.
`7
E
4f0.19
NorE: Mr
muJn !'o"
vea,-rc
<
-
1.
A
_ - -
IE
E O S.
97
-
--..
�-
!T"'C
CE SS U
E �-
/
c�96
IE
SE 40
-48
A"
400
v.nr�
400
- G a•
- U�
7_VPE
-We FO
3S /!/H
UN�6v
8' DCEP
%IS=�50
,ugh V
TYPE L
-Xi'B FoR
S.5 /7i!
uEr2 B
OECP
- -
--
55 LF 8" S
47 g• S
-
395
S=o.SOZ
395
_
12"
D CROSSING
roo 3a
IE 396.85
-
82 LF 8" S
S=0.50
"
39s.ea
SS MH 1
SDR 35 PVCSS
MH 9
1
SD TO
_
- _ -
-
MA-6-
IM 4977
•81.
TYPE III-4
RIM 399.4E
03,E
TYPF:__
RIM
4p1-•r
"N
__
FAC
Ij1 #0048-91
390
E
IE 494.E
E 34►, St
BO
M OF PIPE
89.00
IE
3?
8"S 396.
0t.
/t.
390
_
PLANS ARE "APPROVED"
FOR
4.2E
394^?SQ
3'Iq•.Sf
IE 3949f
3'MI.G
TOP
F PIPE 39050
IE
SCALE
THESE
394.15N
A." oq
1" =
0 FEET HOR
ZONTAL CONFORMANCE
WITH THE CITY
OF
6 W
344. 29
SS MH 10
111-
_
- _
-
_
_
_.
1" =
FEET VERT
ZAL AUBURN
ENGINEERING DIVISION
REQUIREMENTS
TYPE
RIM
14
"A"
INE S
PRO
ILE
WATER
^ SEWF OIR L�l Y
OZ
3✓�5
--
IE 396.63
402.
N 95, 1.
�5
APPROVED
7-ale'JX-R�.w•�•214
BY
---
IE 39E43
S l9S. at
OPEWWR
DATE
APPROVED
SANITARY
SEWER
PROFILES
Drawn AHR
380
- -
REVISEDI
&NREPLOTTED
PER CITY
OF AUBURN
Checked AJR
-
_
- - ---
- -
-
-
%/()NAI
The
PLAN CHECK
1 AA4
20 92
-
Enpin�srin�
group
Inc.
CITY OF
AUBURN,
WA
RODED
NM>a.�Fr�fAANCK
t2-fRrksis
Sheet
U-4
Consuldtg
Engkmn -CM.
Municipal,
Subdivisions
CAMPUS LANDING,
INC.
Date 3/27/92
Job
P.O. Box
133 Kent,
WA 9W35-0133
(206) 631-659e
P.O. BOX 4537
7
-
- -
FEDERAL WAY,
WA
91-160
of
Sheets
I I_ 4 •' r 7
9za 1197 4 of '1
EX 10" MAIN
011�
��
O
EX 1
STUB
EX 12" SS
t�
ROUTE NEW 10" S
UNDER EX 18" CMP
AT CROSSING MAINTAI
DRAINAGE DURING CONS .
•
EXIST SS MH — BEGIN CONSTRUCTION OF NEW
Iwj1 - '
10" SS WEST — CONNECT TO EXIST 10" SEWER
AT MH MAINTAIN EX CHANNEL AND BY PASS FLOW
DURING REPLACEMENT
W
I
�
• %•='I
REMOVE 232 LF OF EXISTING 10" PVC SS MAIN
Q
INSTALL 232 LF NEW 10" PVC SS AT NEW GRADE
=
AS SHOWN IN PROFILE — CONTRACTOR TO BYPASS
STA 13+37 17' RT
EXISTING FLOW DURING RECONSTRUCTION
SEWERNIIR
EXIST 18" CMP
•ir� I
• Ka'
REMOVE EXISTING SS MH
MOUTE AN A NAMIN ARANCE
G19'g5
REPLACE W/ NEW SS MH AT SAME LOCATION
SSAMH+2A
17 LT
ER SO AT CF ELDSIN RIFIED BY SS MH 3A
I FL DELEVATIONS
_
REUSE EXISTING CASTING — MAINTAIN EXIST
BASELINE PROFESSIONALSVCS STA 12+00 17' RT
..g
-
FLOW FROM SOUTH DURING CONSTRUCTION
_
400 LF 10" PVC SDR
35 SS MAIN
359 LF 10" PVC SDR
35 SS MAIN
LOCATE
IN SHOULDER
EXISTING ROADWAY
LOCATE IN SHOULDER
EXISTNG ROADWAY
IE 18" CMP
340.45
V.V A,
�'
1e,{)pyo
'
_
-
low
p
yc�,
777
fft,>..l.v�:.
..
.w•. ,
..-r y
..,-.__,'.,.�.�_ '
""��`�"1-
e
726�
If
x N a e� \,F. , CN-•1
--atr
�u0'}'IF '��
�$eY�
♦
.�,n
Now+i.
— — — — — ' —
. • a ..,�.,
s��—' '
— — �.�
1. ].
!� , —
- J -'
'.�i�
— — "W r
•�
_ _
— _ , . — r
—a
Q w .► TR: .off
�N O� %, 21fA1 W� 1
\ ��
,
♦
,
_.'
A'
_
a
F,y, us•rJ�i.�
Si o.vnl.E
SCALE 1" - 40 FEET
r
• . -..
.:
TL 17
'-�
ACT B
- IE 40.24 18'tL 193
is-iv-9>-
VERT SCALE 1" - 5 FEET
.----.a+
...
'
a;
ACT 1
'i TI?ACT 3
ExPipes
BOUNDARY SURVEY INFORMATION
a . _
_ i _
PER BASELINE PROFESSIONAL
SVCS.
DATUM: CITY OF AUBURN
S E 312 TH
STREET
EXISTING 12" DI WM
AS -BUILT
BM #6—B RR SPIKE IN PP#29
ELEV 350.80 PER CITY RECORDS
THESE DRAWINGS ARE THE AS—BUILTS FOR THE WATER, SEWER AND
\
STORM ONLY. THE AS—BUILTS REFLECT THOSE ABOVE GROUND,
VISIBLE OBJECTS OBSERVED BY THE SURVEYOR. NO CERTIFICATION IS
MADE OR IMPLIED FOR ANY OF THE ABOVE SYSTEMS AS THEY NOW
EXIST BELOW THE SURFACE EXCEPT FOR THE INVERT
\
I I
I I
ELEVATIONS AS NOTED ON THESE PLANS.
FAC #0048-91
THESE PLANS ARE "APPROVED" FOR
CONFORMANCE WITH THE CITY OF
EXI 8" SS MAIN
AUBURN ENGINEERING DIVISION REQUIREMENTS
WIT OUT EASEMENT'
WATER AND SEWER ONLY
�EXTENSION
_
APPROVED BY"7_zo-4Z
1+00
2+00 3+00
4+00
5+00
6400
7T--O0
81 00
9+00 10+00 11+00
DATE APPROVED
12+00
360
360
PROFILE
EXISTIN
PAVEMENT
16TH AVE
355
355
PROFIL
SE 312TH STREET
ALON
NORTH FO
LINE
/
350
350
REMOV
yxIST SS
H
_
INSTA
NEW SS M
EXISTING
IPLE 18" CU
VERTS
W/
TO SOUTH
DROP CONN
(EXISTS
CTION
S)
XIST 10" S
TO SOUTH
w
345
345
IE 340.15
_
J p
DURING CO
ST AS REO
—
10"
DROP CONN
CTION PER
ITY STANDA
S
F"
OU
SIDE DROP
ONNECTION
0 w
340
Ex
T 10" SST
Q
/
/
ill
gN
�40
RE
LACED AT400
—0.28%
w
N
NEN
DEPTH
/
STA 12+0
17' LT SS
H 3A
335
335
PPROXIMA
LOCATE 15
CMP CROS
NG
RIM 816.1
346.3z
SS
NEW SS M
1A TYPE[
STA 8+00
7' LT SS M
2A
IE 33&�3
10" WEST 3
8.59
RIM
IF
In' EASI
t.
EXIST SS
MH
IE 336.40
0" WEST
RIM
IE �r.51
3+11r1+
0" WEST 3
If
'7'�
338.27 O
P OF SS 3159.11
'NG
330
EX RIM
3.27
E 344.04
10" SOUTH
ROP CONNE
TON
IF
10' EAST
1 EA ANCE
20'
IE 333.6
12" EX WEST
NOTE M
NTAIN EXISTVIG
CHANNEL
312TH AVE SE SEWER EXTENSION
REVISIONS
REViSFOf RFGL.OTT�q 7/7/52
�il,Q
Drawn AIR
325
Checked AUR
The
FOR CAMPUS VILLAGE TOWNHOMES
'
Rykele Engineering
Group Inc.
Sheet
U - 5
F
CAMPUS LANDING INC.
Date 2/t0/92
ConsultingE neen —CMI, Municipal,
SubdMafona
P.O. BOX 4537
P.O. Box 133 Kent, WA 9803 -0133 (206) 631-&%B
FEDERAL WAY, WA 98063
ExFIgE! G�4�5'S
PH 2O6-874-2201
Job 91-160
Of %
Sheets
97- UI I t S of 7
�,13-°15
STA 2+00 17' LT
SS H 3A
1i13
STA 14+00 17' LT
STATION EQUATION SS 22+76.69
STA 2+76 17'
LT=11+76.9 312TH ST =
SS MH 4A
SS M i 7A
1+00 123RD COURT SE
STA 18+00
17' LT
STA 19+91 17' LT
SS MH 5A
SS MH 6A
SE 312TH
STREET
200 LF
10" PVC SDR 35 SS
7Z
400 LF
10" PVC SDR 35 SS
7z191
LF 10" SDR 35 PVC SS
285 LF 10" PVC SS SDR 35
J In
I
l
—
F 12
00
•
1 00
14 00
�—
15 00
16t00 ..
�9
, .5017 OOy
91J 9
9
00
901
696 1 0
8 1 9
0 eB1 a 00 87? _ +00{.00
4 4�2
'C#9"` 24t QO
2J.19—
—;
—
_
_�
T
_
7025 1014
is
91B
912 90
9J0
95
8 0
880 8,; 959 86# g§9,
8;
84H
—,;T6>;8
—
_SiLrYy — —08
—.�_
!.._
�86995
-.5�
_
9
6•
'
J
_—�
3
76 gg - fig
8�
7.76
d51-4�
3.0
+
-84
'T,ia-
9/.
8
4 .903 ��
g
9 9
1L.100 J!
+ 356.24 J4
.�
.�
.
!74
*
78 -
. 45.a4
d
J4 .7
O
EXIST
12' WM
's
.-,45.96
980
342.4,
A8 98
"3
1 3 i002
1077
361".' �
�)qo
174 8' PVC SS R S=0 % R=3
(SEE sir -i
: Z20
34
Ja.a
�,.
J55 36 2
. ,6 0
�'J
'
TL 113) 5.31 1
. 366.Z7
2
�g
20+9 15 LF
k,
B' P
O
MIN LE RA 411. 41 .0 2
NCE 1
�9
408. 409 TA 23 5 16.0
O
8.5' CLEARANCE
O
1
64 LF 8- PV SS
CI
{2 35
50 TA 23+ 5
' PVC SD 35 5 LF 6"
6
2 LF PVC SS DR 35 96 4 4.0
SS MHB
44.0
O
SCALE 1" = 40 FEET
VERT. SCALE 1' = 5 FEET
BOUNDARY SURVEY INFORMATION
PER BASELINE PROFESSIONAL SVCS.
DATUM: CITY OF AUBURN
BM #6-8 RR SPIKE IN PP#29
ELEV 350.80 PER CITY RECORDS
AZ -BUILT
g1) A.
Q+�of wnyy��G
THESE DRAWINGS ARE THE AS BUILTS FOR THE WATER,SEWER AND STORM ONLY.
THE AS-BUILTS REFLECT THOSE ABOVE GROUND, VISIBLE OBJECTS OBSERVED
a zl41
BY THE SURVEYOR. NO CERTIFICATION IS MADE OR IMPLIED FOR ANY OF
THE
a f,
ABOVE SYSTEMS AS THEY NOW EXIST BELOW THE SURFACE EXCEPT FOR
THE
FAC #0048-91
INVERT ELEVATIONS AS NOTED ON THESE PLANS.
F'se �'lgTENf• ui
71,o" -/1
THESE PLANS ARE "APPROVED" FOR
ia-1'1-91.
CONFORMANCE WITH THE CITY OF
EXPIpES 9-14-9
jJ C\
AUBURN ENGINEERING DIVISION REQUIREMENTS
t
WATER AND SEWER. XTE� N ONLY
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00 22+00
23+00
APPROVED BY -t-zo-`r2
DATE APPROVED
-
--
OO
370
i
420
3 9A
0
365
LLJ
J
415
i
PR
LE SE 31
TH STREET IiLONG
NORTF
FOGLINE
/
390
360
410
410
w
360
i
0
�•
385
=
-
385
O
STA 22+
6 17' LT
SS NH 7k
TYPE I
ST
+
RIM
4r?.15
355
i
��S
Q
355
$9+
405
IE
10'W4t1'
405
e
O
ISTA
�,IE
399-35 1
—W
" E 39f.380
40
i
le
emI.
�350400
400
375
00 17' LT
MH 5A
E.
108W W,
te.43
35 GIsE
STA
TYPE
14
I
00 17'
LT
S MH 4A
370
SOR
J"
340
ZO
10
IE
10"
E a
b.9n
390
STA 12+
0 17' LT SS
MH 3A
365
�1QP aF WA
312TH AVE SE SEWER EXTENSION
REVISIONS
Drawn AJR
The
FOR CAMPUS VILLAGE TOWNHOMES
Checked AJR
RIM 546.
5 a4re. a2
335
IE 310
W a
-5?
M41M
Rykels Engineering Group Inc.
Sheet U
— 6
1119s
CAMPUS LANDING INC.
pa{g 2/10/92
pEo �
Collwitlrg
Engineer —Civil,
Municipal, Sutxfrvisiona
P.O. BOX 4537
P.O. Box
133 Kent, WA
98035-0133 (206) 631-6598
FEDERAL WAY, WA 98063
PH 206-874-2201
Job 91-16o
Of 7 Sheets
94.D 1 192 !o of 7
A
PORTION
OF
THE
NE/4
OF THE
SW/4
OF
SECTION
9,
TWP 21
N, RGE
5
E, W.M.
300' VERTICA
CURVE
STA 1
OBJEC
61
685' O 4.5'Hi
M=-1.29
ELEV
8.20
N
16400
17
00
18
00
440
00
NO
N
O
r M
m
<
W
a
a
N
M
N
+
14
00
15
00
y
a
n o
a
ATCH TO EXIS
NG PAVEMENT
TH SMOOTH TIANS170N
N
AST CA PROF
LE
+
a a
S-1.03%vi
435
Cd
CO
+
NEW C
A PROFILE
11
00
12
00
13
00
a
N
'
300' VERT
M--1.76'
RVE
a
.,x
—
—
— —
430
O
N 0 N
t`
M
/
O
a
MINIM
4'-0' COVER
T 12 WM
—
a
a
+ e
a s
/
-
LOCATION
H
D DEPTH
-
25
M1 II
V1
'N
/
'
''
/ �
/
425
W
a
'EYE' 421.80
® Na
NE
STA iB+
- 15' RIGHT
STALL
o
'O
± n
a_ <
/
STANDAR
RELIEF V
1' AIR AND V
VE AIR PER
U
CUUM
18+60 15'
EXISTING
F 1` CONN CT T
2 WA W NEW
MJ GV
ATE
N STANDARD D
TAILS
2O
6+
Q
7 f
O
$}
Q
J}
O
O
OO
+o
S=Z11A
/
LOCATE
LOCATE 2
BEHIND FUTURE
BLOWOFF AND
CURBUNE
BOX
42-0
N
/
m
;
E 312
H ST
EET
TERM
IN P
OFILE
N
�
--
15
N
m
M
M
a
415
24
12" SO TOE
ST DITCH
N
m
/
MA
BOWLINE
LOCATION
EXISTING 12"
DI WM
UNDER E
UNDERAPPROXIMATETI
STING PAVEMENT
-CONTRACT
TO
00
NOTE:
FIELD VERIF
ELEVATION
T EDGE
FIELD vE
FV ACTUAL L
ATION
410
OF EX13TING
PAVEMENT
INE/
LREQM
CB 4
RIM 419.0
410
�
AT 2%
SLOPE F 0
E_P. PERTC
UNTY
S
/
AND
ICAL SECTI
N
IE 415.50
rn
/
N
�
C/L E]STING
PAVEME
T
/
50 LF
12" SD S=9
00%
05
a
�_
405
_
CB 33
II-48
416.10
w
/
-
/
IE 411,00
00
N
l
—
fV
A 10+73 tEGI
CONNECT
SING 12' DI
Z
/
/
AIN 4'-N BEGI
MN 4'-0' UNDER
T1
C14EW PAVEM
NEW PAVEME
OF NEW
T
�
w
/
RIFY LOCATION
OF EXISTING MAIN
AND
95
DO
/
TTINGS READ FOR
CONNECTION
90
-- --
----
—
-
CB 32
SE 31
TH STREET
MPRO
EMEN
S
FAC
0048-91
PLANS AR
"APPROVED
FOR
IE 2.94
IE 392.94
COMMON
SCALE 1"
50' HORIZONTAL
THE
TCH EXISTING
ITCH W/
/ /
/
I"
5' VERTIC
L
CON
RMANCE WI
THE CITY
OF
85
25 LF 12'S
AUB
RN ENGINEE
ING DIVISION
REQUIREMENTS
_
WA
�D Si E
EXTENSION
ONLY
APP
VED BY
380
/
DATE
APPROVED
/
SE 312TH
STREET
&
REVISIONS
Drawn AHR
406
The
123RD
COURT
SE
Checked AJR
375
/Rykele
Engineering
Group
Inc.
WATERMAIN
PROFILE
Sheet
U-7
RI 384.
RM 384.5
Consulting
Engineers —Civil,
Municipal,
Subdivisions
CAMPUS
LANDING,
INC.
Date 12
/ 91
OMMON
P.O. Box
133 Kent,
WA 98035-0133
(206) 631-6598
P.O.
BOX 4537
EXFIFFb (oiNia
FEDERAL
PH
WAY,
2O6-874-2201
WA 98063
C'TyoF
A✓9URN<w
CKq- 7/6/vz
A✓.('
Job 91-16o
Of
/
Sheets
"M D 1192. 7 of 7