HomeMy WebLinkAboutCP2409 - AS BUILT PLANSC[I'Y OF Z/
)4WWASHINGTON
PUBLIC WORKS DEPARTMENT
25 West Main Street Auburn, Washington
VICINITY MAP O
N
SCALE: 1' = 2500'
CITY OF AUBURN
NG & PIERCE COUNTIES, WASHINGTON
)A PARK ACCESS IMPROVEMENTS
:CT
PROJECT NO. CP2409
CONTRACT NO. 24-28
DRAWING INDEX
SHEET
DRAWING
DESCRIPTION
1
GTO01
COVER SHEET WITH VICINITY MAP & SHEET INDEX
2
GN001
GENERAL NOTES AND ABBREVIATIONS
3
CA101
ALIGNMENT AND SURVEY CONTROL PLAN
4
CE101
EXISTING CONDITIONS, TESC & SITE PREPARATION PLAN
5
CP101
ACCESS ROAD PLAN AND PROFILE
6
CP102
ACCESS ROAD PLAN AND DETAILS
7
UD101
STORM DRAINAGE, SEWER AND ILLUMINATION PLAN
3
i
0
oI
WATER SYMBOLS SIGNALIZATION SYMBOLS ABBREVIATIONS
EXIST, PROP, DESCRIPTION SYMBOL
EXIST. PROP. DESCRIPTION
o • BOLLARD AC ASPHALT CONCRETE MON
THRUST BLOCK ❑'(D E]oro DIPOLE DETECTOR ACP ASPHALT CONCRETE PAVEMENT MPC
AP ANGLE POINT NA
® ® QUADRAPOLE DETECTOR WATER METER � � APPROX APPROXIMATE HAD
b FIRE HYDRANT 3-NOZZLE a z m 0 0 JUNCTION BOXES (TYPE I, II, III) ASPH ASPHALT NAVD
PEDESTRIAN PUSHBUTTON ASST ASSISTANT NO.
U V FIRE HYDRANT 2-NOZZLE i' POST W/ PUSHBUTTON ASSY ASSEMBLY NST
® ® SPRINKLER VALVE BOX PEDESTRIAN SIGNAL HEAD AUX AUXIUARY NTS
® m SIGNAL CONTROLLER AVE AVENUE NW
® SPRINKLER HEAD AWS AUBURN WAY SOUTH O.C.
M H GATE VALVE GEN. ® ® SIGNAL LOAD CENTER BC BEGINNING OF CURVATURE OH/INT
O{ } STREET LIGHT ASSEMBLY BM BENCH MARK P
q T BLOW -OFF VALVE TRAFFIC SIGNAL POLE END BEND PC
BOP BEGINNING OF PROJECT PCC
N 14 BUTTERFLY VALVE TRAFFIC SIGNAL POLE BOT BOTTOM P.E.
qJ N W/ LUMINAIRE CHECK VALVE BOW BACK OF WALK RED
TRAFFIC SIGNAL
O ♦ BTWN BETWEEN P.I.
KN NI PLUG VALVE SUPPORT POLE
—� VEHICLE SIGNAL HEAD CB CATCH BASIN PNT
J � CAP/PLUG CDF CONTROLLED DENSITY FILL POC
VEHICLE SIGNAL HEAD CEM. CONIC. CEMENT CONCRETE PPB
H•F COUPLING - W/ ARROW INDICATOR CL, (b C/L CLASS, CENTERUN PRC
F-C K ADAPTER, (FLxMJ). CG CURB & GUTTER PROP
► CHANNELIZATION SYMBOLS Co CLEANOUT PRV
REDUCER CoA CITY OF ABURN PS
I ID4= IK CONN CONNECT PSE
TAPPING TEE &VALVE, (FLxMJ) SYMBOL CONST CONSTRUCT, CONSTRUCTION PSF
F�-1 VERTICAL BEND (FL) EXIST. PROP. DESCRIPTION CONT CONTINUED/CONTINUOUS
PT
]�C 3- 1[ VERTICAL BEND (MJ) STOP BAR CDR CORNER PVC
CRV CURVE
SANITARY/STORM SEWER SYMBOLS OR OR CROSSWALK CSBC CRUSHED SURFACING BASE COURSE PVI
IIIIIIII IIIIIIII CSTC CRUSHED SURFACING TOP COURSE RVT
EXIST, PROP. DESCRIPTION CTL BASELINE CONTROL POINT, CONTROL
LEFT TURN ARROW DEW DOUBLE BROKEN WHITE RD
'J 0 SANITARY SEWER CLEAN OUT DET DETAIL, DETECTOR/DETECTION LOOPS REF
RIGHT TURN ARROW RPM
0 SANITARY SEWER MANHOLE G DI DUCTILE IRON
DIA DIAMETER RR
(As Labeled In the Plans) ��' DR DRIVE RT
❑ ❑ STORM DRAIN CATCH BASIN 1ryp' yp LEFT -STRAIGHT ARROW DSW DOUBLE SOLID WHITE R/W, ROW
STORM DRAIN MANHOLE m41 DSY DOUBLE SOLID YELLOW S, SO.
DRAWING D, SO
(As Labeled in the Plans) ROIL cWI ONLY EWG EAST. or DISTANCE BETWEEN SDMH
® • STORM DRAIN CLEAN OUT YYIIYYL SCHOOL PM & VERTICAL CURVE SE
pI�EA
HSEC
STORM DRAIN CULVERT ill STOP EC END OF CURVATURE SQ
EL, ELEV ELEVATION SHT
BICYCLE LANE SIG
�,'fi•��. `. ENGR. ENGINEER
GAS/POWER(TELEPHONE SYMBOLS 1 HANDICAP SYMBOL EDP END OF PROJECT, EDGE OF PAVEMENT SMH
SM C
EVP EMERGENCY VEHICLE PREEMPTION EXISL PROP. DESCRIPTION I� EX, EXIST EXISTING SMON
SMON S
Ud \"i. R R RAILROAD CROSSING FCA FLANGE COUPLING ADAPTOR
O Kp GAS VALVE SST
P P POWER VAULT Fli FIRE HYDRANT
0 LANE MARKERS TYPE FL FLOW LINE/CURB GUTTER PAN, FLANGE SSy
O 4 UTILITY POLE FO FIBER OPTIC ST
• LANE MARKERS TYPE II FOC FACE OF CURB
E-- UTILITY POLE ANCHOR SURVEY SYMBOLS FT FEET/FOOT STD
STD
0 o TELEPHONE VAULT G GAS LINE 5/W
0 OT TELEPHONE MANHOLE SYMBOL CIS GEOGRAPHICAL INFORMATION SYSTEMS SV
EXIST. PROP. DESCRIPTION GV GAS VALVE SW
HMA HOT MIX ASPHALT TBC
SURFACE FEATURES/LANDSCAPING ANGLE PONT HOR HORIZONTAL TMH
+ BENCH MARK HP HIGH POINT TSPL
EXISS, PROP. DESCRIPTION HT HEIGHT TV
BLOCK CORNER
HWY. HIGHWAY TYR.
Irl -TT EMBANKMENT _ IRON PIPE IE INVERT ELEVATION U/G
=MB MAIL BOX IN INCH/INCHES UP
SHRUB _ B MONUMENT (IN CASE) INT INTERSECTION UPA
cxDcx1 CMC't ROCKERY - ® MONUMENT (SURFACE) INTER INTERCONNECT CABLES UTIL
JB, J-BOX JUNCTION BOX VERT
!� RIP RAP ` SECTION CORNER MONUMENT K RATE OF VERTICAL CURVE VEH
a i SIGN ® SOIL BORING L LENGTH OF ARC W
LB(S) POUND, POUNDS WA
TREE (CONIFER) A AERIAL MAPPING CONTROL POINT LED LIGHT EMITTING DIODE W/
Q Q TREE (DECIDUOUS) o«L z_ CONSTRUCTION BASELINE LF LINEAL FOOT/FEET WSDOT
TY X YARD LIGHT CONTROL POINT LOC LOCATION
LP LOW POINT WWF
0 Q HATCH (CEMENT CONCRETE) ANGLE POINT LT LEFT WV
® HATCH GRAVEL »vV�90aao�o KING COUNTY PARCEL NUMBER LUMIN LUMINAIRE
(GRAVEL) o_ (10 Digit Number) MAX MAXIMUM
r , EXISTING BUILDING CONSTRUCTION NOTES STREET STORM SEWER TESC DEMO ELECTRICAL ME MAILBOX
MH MANHOLE
L-L__FJ �O Oj �i Qj MN MINIMUM
DETAIL CALL OUT
MJ MECHANICAL JOINT
V ` DETAIL NUMBER
u0tm
REFERENCED DRAWING
MONUMENT
MIDPOINT OF CURVE
NOT APPLICABLE
NORTH AMERICAN DATUM
NORTH AMERICAN VERTICAL DATUM
NUMBER or NORTH
NO STEEPER THAN
NOT TO SCALE
NORTHWEST
ON CENTER
OVERHEAD INTERCONNECT
POWER
POINT OF CURVATURE
POINT OF COMPOUND CURVATURE
PROFESSIONAL ENGINEER
PEDESTRIAN
POINT OF INTERSECTION
POINT
POINT ON CURB
PEDESTRIAN PUSH BUTTON
POINT OF REVERSED CURVATURE
PROPOSED
PRESSURE REDUCING VALVE STATION
PUMP STATION
PUGET SOUND ENERGY
POUNDS PER SQUARE FOOT
POINT OF TANGENT
POLYVINYL CHLORIDE or
POINT OF VERTICAL CURVATURE
POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL TANGENT
RADIUS
ROAD
REFERENCE
RAISED PAVEMENT MARKER
RAILROAD
RIGHT
RIGHT OF WAY
SOUTH
STORM DRAIN
STORM DRAIN MANHOLE
SOUTHEAST
SECTION
SQUARE
SHEET
SIGNAL
SANITARY SEWER MANHOLE
MONUMENT (IN CASE)
MONUMENT (SURFACE)
SANITARY SEWER/SIZE IN INCHES
STAINLESS STEEL
SINGLE SOLID WHITE
SINGLE SOLID YELLOW
STREET
STATION
STANDARD
SIDEWALK
SURVEY
SOUTHWEST
TOP BACK OF CURB
TELEPHONE MANHOLE
TRAFFIC SIGNAL POLE W/ LUMINAIRE
TELEVISION
TYPICAL
UNDERGROUND
UTILITY POLE
UTILITY POLE ANCHOR
UTILITY
VERTICAL
VEHICLE
WEST, WATER, WATER SERVICE
WASHINGTON
NTH
WASHINGTON STATE DEPARTMENT
OF TRANSPORTATION
WELDED WIRE FABRIC
WATER VALVE
LINETYPES
EXISTING:
PROPOSED:
SURFACE FEATURES:
CURB/PAVEMENT/SIDEWALK
BUILDING LINE
CREEK / DITCH CENTERLINE
—X—X—
_X_X_
FENCE
GUARD RAIL
RAILROAD
. ......................
. RETAINING WALL
-- --
--
RIVERBANK/SHORELINE
. . . . . .
— VEGETATION
SURVEY:
CENTERLINE
65
65
CONTOUR
— — — — — — —
— — — — — —
— EASEMENT (PERMANENT)
PROPERTY LINE
— —
— —
RIGHT—OF—WAY
CITY CLAIM OF PRESCRIPTIVE RIGHTS
X" SS
X" SS
UTILITIES:
SANITARY SEWER (SIZE IN INCHES)
%" SD
X" SD
STORM DRAINAGE (SIZE IN INCHES)
SSFM
SSFM—
SANITARY SEWER (FORCEMAIN)
X" W
X" W_
WATER
X" G
X" G
GAS
OP
OP
POWER (OVERHEAD)
BP
BP
POWER (BURIED)
OTV
OTV
CABLE TELEVISION (OVERHEAD)
BTV
BTV
CABLE TELEVISION (BURIED)
OT
OT
TELEPHONE (OVERHEAD)
BT
BF
TELEPHONE (BURIED)
PROJECT NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND
SPECIFICATIONS.
2. STANDARD PLANS SHALL BE THE LATEST EDITION AND SPECIFICATIONS SHALL BE 2024 WSDOT/APWA
AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS. A COPY OF THESE
APPROVED PLANS AND APPLICABLE DETAILS SHALL BE ON SITE DURING CONSTRUCTION.
3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (811) FOR UTILITY
LOCATIONS.
4. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER
RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/ SILTATION CONTROL PROCEDURES.
5. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO DETERMINE THE TRUE DEPTHS AND LOCATIONS OF ALL UNDERGROUND UTILITIES.
AS -BUILT
NO. Liate: I Kevislon: uompleTea by PROJECT NO.
BY: DATE: REVIEWED BY JORNADA PARK ACCESS IMPROVEMENTS
Designed SO 08/04/24 PROJECT MANAGER: 1�8 CP2409
Reviewed sQ 08/04/24 '� �* .14o AUBURN, WA CONTRACT NO.
Approved ML 0a/04/24 CITY OF — * 9/12/2024 .� A� 9/, Z4-Z8
SCALE: Signatur Date STANDARD PLAN
DRAWING N0.
INCH
AT FULL ` WASHING'CON r °p� ° GENERAL NOTES AND ABBREVIATION GN001
(IF NOT, SCALE ACCORDINGLY) SAMIM QAYOOMI/ax�1 Y+'0
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PROJECT BENCHMARKS
Horizontal Datum: NAD83 (1991). Washington State Plane Coordinates, North Zone, 4601
BASIS OF BEARINGS STATEMENT:
BEARINGS AND COORDINATES FOR THIS DRAWING ARE BASED ON GNSS RTK OBSERVATIONS ON
THE LISTED CONTROL DURING JANUARY 2022. THE BEARING FROM COA MON 506-008 TO
606-067 = S 1,T56'08" E
Vertical: NAVD 98
BASIS OF ELEVATIONS STATEMENT:
FOR THE PURPOSES OF THIS DRAWING ELEVATIONS ARE BASED ON CLOSED LOOP
DIFFERENTIAL LEVELS RAN FROM COA 606-023 ELEVATION= 492.04
COA PT NORTHING EASTING ELEVATION DESCRIPTION
3 120765.64 1286815.30 410.27 SCRIBED X
4 120821.45 1286771.26 412.90 SCRIBED X
5 120645.10 1286706.30 422.06 SET HUB AND TAC
6 120781.08 1286690.59 409.34 SCRIBED X
606-008 120729.04 1286845.28 2 IN BRASSIE WITH PUNCH IN CONIC
606-067 120382.99 1286931.15 2 IN BRASSIE WITH PUNCH IN CONIC
WATER VAL
PT #
VALVE RIM ELV
ELV TOP OF NUT
1109
404.28
401.23
1382
411.64
408.89
1383
411.61
408.91
1384
411.65
408.90
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NO. Liate: I Kevislon: uomplele0 by PROJECT NO.
BY: DATE: REVIEWEDJORNADA PARK ACCESS IMPROVEMENTS
Designed SO 08/04/24 PROJECTCTMANAGER: 1�8 CP2409
Reviewed so 08/04/24 'K �* ;. �w AUBURN, WA CONTRACT NO.
Approved ML OB/04/24 CITY OF * 9/12/2024 ,� 4� OR
9/, 24-28
SCALE: Signatur Date ALIGNMENT AND SURVEY CONTROL PLAN
DRAWING N0.
AT FNAT FN~L5 b *A WASHINGTON SAMIM OAYOOMI /�oH4 sy0' CA101
(IF NOT, SCALE ACCORDINGLY)
SHEET
File: cr a 091122D24 OF 7
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50+04.86, 0.00' LT 50+05.75, 3.73' LT - - - - - --------
10 \
50+69.59, 1.83' LT 1+12.49, 28.25' L
50+30
\q 50+36.81, 3.03' LT
O 50+14.03, 2.43' LT - z 50+83.03, 2.89' LTC) 51+15.35, 12.73' LT
50+19.83, 2.68' LT 50+42.09, 0.15' RT 51+11.57, 2.41LT 4 51 +20.42, 10.94' LT
fl
g0- - - - - - - - - - - -cONc /
Sox ---- 51+24.26, 9.76' LT
50+61.15, 3.10' LT
50+01.99, 0.38' LT 6 +
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50+07.40, 16.27' RT—`
50+17.79.
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RT I 11+01.00, 3.48' Ri
10+55.81, 3.72' RT I
COLIC DRIVEwgY 11+05.77, 4.79' RT
50+65.23, 18.18' RT 11+11.22,4.11' RT
s I 11+15.18, 3.68' RT \
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SITE PREPARATION AND TESC PLAN
SCALE: 1 " = 10'
GENERAL NOTES
1. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES,
STRUCTURES, AND VEGETATION NOT SPECIFIED FOR REMOVAL
2. REMOVAL OF CURBS AND CONCRETE FLATWORK MAY BE EXTENDED TO THE
NEAREST JOINT IF APPROVED BY THE ENGINEER.
3. NO TRACKING IN THE ROADWAY IS ALLOWED. IF SEDIMENT IS TRACKED ONTO
THE ROAD, THE ROAD SHALL BE THOROUGHLY AND IMMEDIATELY CLEANED
BY SHOVELING OR PICKUP SWEEPING. TRANSPORT SEDIMENT TO A
CONTROLLED SEDIMENT DISPOSAL AREA. KEEP STREETS CLEAN AT ALL TIMES.
4. INLET PROTECTION SHALL BE INSTALLED ON ALL EXISTING CATCH BASINS
WITHIN THE PROJECT LIMITS AND ON ALL DOWNSTREAM CATCH BASINS
ADJACENT TO THE PROJECT.
DEMOLITION NOTES
Q REMOVE EXISTING CHAIN LINK FENCE AND CONCRETE PAD.
REMOVE TREES AND SHRUBS, GRIND TREE STUMP DOWN TWO
FEET BELOW GROUND SURFACE.
PROTECT EXISTING PRIVATE BLACK METAL FENCE IN PLACE.
REMOVE EXISTING IRRIGATION CONTROL BOX.
Q REMOVE EXISTING STREET LIGHT POLE FOUNDATION AND RELOCATE
EXISTING STREET LIGHT POLE. SEE UD101 FOR NEW LOCATION.
LEGEND
® CATCH BASIN INLET PROTECTION, PER CITY OF AUBURN
STANDARD DETAIL E-03.2.
AREA OF TREE REMOVAL, CLEARING/GRUBBING
AND ROADWAY EXCAVATION LIMITS
® ASPHALT PAVEMENT REMOVAL LIMITS
LIMITS OF CURB AND GUFITER REMOVAL
- - - SAWCUT LINE
REMOVE CEMENT CONCRETE OR ASPHALT FLAT
WORK
sLT— SILT FENCE TO BE PLACED ON TOP OF THE SLOPE
AS -BUILT
10 5 0 10 20
SCALE IN FEET
No. Date: Revision: Completed By PROJECT NO.
BY: DATE: REVIEWED BY JORNADA PARK ACCESS IMPROVEMENTS
Designed SO OB/04/24 PROJECT MANAGER: LES CP2409
Reviewed SO 0:104124 CR7l OP f* ;. �•., AUBURN, WA CONTRACT NO.
Approved ML 08/04/24 * 9/12/2024 .� a A 24-28
SCALE: Signatur Date EXISTING CONDITIONS, TESC & SITE PREPARATION PLAN ORAW G N0.
AT FULI S� ` WASHING'CON SAMIM QAYOOMI �a,.' s$' CE101
(IF NOT, SCALE ACCORDINGLY) SHEET
File: cm E 09I1Z2D24 OF 7
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410
409
408
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CDNCACCESS ROAD PLAN
SCALE: 1" = 10'
PVI STA: 50+59.98
PVI EL. 410.94
D � K. 5.0toLVC: 30.95NN
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PROFILE ALIGN A
FOR SCALE: 1" = 10'
VIER SCALE: 1" = 1'
i
411
410
o
408
PROFILE ALIGN B
HOR SCALE: 1" = 10'
VER SCALE: 1" = 1'
0
01
50+00
50+10
50+20 50+30 50+40
50+50 50+60 50+70 50+80 50+90 51+00 51+10 51+20 51+30
PVI STA 10+30.07
PVI EL: 410.99
PVI STA: 10+60.19
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10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20
Designed SQ 1 08/04/24
Reviewed s0 ofi/oa/24 CITY OF
Approved ML OB/04/24
IN
SCALE:
EN
AT FN~L $` WASHING'CON
(IF NOT, SCALE ACCORDINGLY)
File:
41
41(
401
401
REVIEWED BY
PROJECT MANAGER: y
9/12/2024 A
SignaturiTr Date
r
SAMIM QAYOOMI
09112/2D24
LEGEND
EXISTING CONC. SIDEWALK
EXISTING ASPHALT PAVEMENT
AS -BUILT
10 5 0 10 20
SCALE IN FEET
JORNADA PARK ACCESS IMPROVEMENTS PROJECT CP2409
AUBURN, WA CONTRACT NO.
24-28
ACCESS ROAD PLAN AND PROFILE DRAWING NO.
CP101
SHEET 5
OF 7
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a;
50+05.75, 3.73' LT
EL: 409.73
(MATCH EXIST)
50+04.86, 0.00' LT
EL: 409.75
q\� (MATCH EXIST) _ _ ;)
30 ,
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1 50+07.40, 1a6.27' RT
A---------
50+35.36, 6.62' LT
EL: 410.43
(MATCH EXIST)
^--� ___________
50+36.81, 3.03' LT::�
EL: 410.55
(MATCH EXIST) B
BARK MULCH\
r INSTALLATION, r
10+55.81, 3.72'
50+83.20, 2.93' LT
50+80 42
CONCRETE
SIDEWALK
/COA CDNTI
SCR
/ SCRIBED X
4.4 ' LT /
51+14.88, 12.89' IT
TBC EL 409.40/
51+13.28, 0.00' 3
3 _ / EL: 408.73�.
/ 51+12.94, 0.50' LT
-- - TBC EL: 409.24
65,45, 4_38' RT ° 10+76.76, 3.94' RT
is � o-o-
�J
UTILITY ACCESS ROAD PLAN O
EXISTING SCALE: 1" = 5'
PRIVATE BLACK
METAL FENCE HMA CONIC. PRISTING
VATE ATE BLACK
TOP SOIL INSTALLATION,
(SEE PLAN) SIDEWALK METAL FENCE
VARIES 4'
ai? 0.50' 11.63' MINIMUM TOPSOIL VARIES
0J 6x6-W1.4XW1.4 WELDED INSTALLATION, 12.5' MINIMUM
¢ EXISTING GROUND wIw (SEE PLAN)
a WIRE FABRIC (W.W.F.) SEE aI] EXISTING GROUND
1.5X
- 5R MA NOTE 3
CEMENT CONCRETE 6" HMA CL 1/2"
TRAFFIC CURB AND GUTTER 2"
6" HMA CL 1
PG 58H-22 8" CONCRETE PAVEMENT CEMENT CONCRETE TRAFFIC PG 58H-22 /
7.5" CRUSHED WITH WIRE MESH CURB AND GUTTER
SURFACING BASE COURSE 6" CRUSHED SURFACING 7.5" CRUSHED SURFACING
BASE COURSE BASE COURSE
ROADWAY SECTION A ROADWAY SECTION B
MISTING NITS STA. 50+04.86 TO 50+36.81 - CONCRETE NITS STA. 50+36.81 TO 50+61.08
RNATE BLACK SIDEWALK
ETAL FENCE TOPSOIL EXISTING
VARIES ON, TYP VARIES
PRIVATE BLACK
I
13.5' MINIMUM METAL FENCE 13.6' MINIMUM
EID CONIC.05�IEXISTING GROUND SIDEWALK 0 0.5�EXISTING GROUNDO 3N:1V v v v y. M9X aR _ - - - abN� - - �-_ _ _ _ _ _
CEMENT CONCRETE
PEDESTRIAN CURB
CEMENT CONCRETE TRAFFIC 6" HMA CL 1/2" PG 581-1-22
CURB AND GUTTER 7.5" CRUSHED SURFACING BASE COURSE
51+01.17,
111+01.00, 3.48' RT-
51+10.36, 14.54' RT
FL: 408.09
TRANSITION PAN
1
51+17.72, 19.0
EL 4
(MATCH I
I
BARK MULCH
INSTALLATION, TYP
1
1
1
ea \
\ O
\ 11+17.76, 30.04' RT
\ EL: 407.76
V (MATCH EXIST)
TOPSOIL AND SOD \
INSTALLATION, TYP \
�-CEMENT CONCRETE
PEDESTRIAN CURB
TRAFFIC 6" HMA CL 1/2" PG 581-1-22
7.5" CRUSHED SURFACING BASE COURSE
/ O. `y
51+15.35, 12.73' IT
EL: 409.40
(MATCH EXIST)
PANEL
3, 10.94' IT
10
EXIST)
51+24.26, 9.76' IT
EL 409.11
(MATCH EXIST)
0, ,/ 51+18.78, 0.00'
-� FL: 408.67
1X32
51+21.01, 12.74' RT
FL: 408.03
�-�-�+ZD GENERAL NOTES
/ 1. SEE UB101 FOR STORM DRAINAGE, ILLUMINATION, AND SEWER PLAN AND
PROFILE.
_ 2. PLACE CEMENT CONCRETE/ASPHALT ON COMPACTED SUITABLE BASE, AS
de 51+26.20, 14.79' RT PER SPECIFICATION SECTION 2-06.3 AND AS APPROVED BY ENGINEER.
g EL 407.97
(MATCH EXIST) 3. WELDED WIRE FABRIC (W.W.F.) SHALL BE PLACED 3" FROM BOTTOM, AND
w 2" FROM ALL OTHER LIMITS.
51+22.62, 16.54' RT
FL: 407.85
(MATCH EXIST)
1O CONSTRUCT NEW CEMENT CONCRETE COMMERCIAL DRIVEWAY PER CITY
OF AUBURN STD DETAIL T-35.1.
O CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER
WSDOT STD PLAN F-10.12-04.
O3 CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD
PLAN F-10.12-04.
4O REMOVABLE BOLLARDS PER COA STD DETAIL T-03.2.
O CONSTRUCT CEMENT CONCRETE SIDEWALK PER COA STD DETAIL
T-13.2.
PLANT TREES (TREES PROMBED BY 0:11 ERS) It! ALL AREAS OF THE
�\
R. BARK MULCH INSTALLATION, TYP
d
\ LEGEND
CEMENT CONIC. SIDEWALK
G
HMA CL. 1/2-IN PG 58H-22
LIMITS OF CONTOUR GRADING, TOPSOIL AND
SOD INSTALLATION
LIMITS OF CONTOUR GRADING, TOPSOIL, TREE
PLANTING AND BARK MULCH INSTALLATION
SAW CUT LINE
AS -BUILT
ROADWAY SECTION C ROADWAY SECTION D 5 2.5 0 5 10
NTS STA. 50+61.08 TO 50+83.20 - NTS STA. 50+83.20 TO 51+13.28 -
SCALE IN FEET
No. Date: Revision: Completed By PROJECT NO.
BY: DATE: REVIEWED BY JORNADA PARK ACCESS IMPROVEMENTS
Designed SO 09/04/24124 PROJECT MANAGER: L CP2409
Reviewed SO 06104 * ,�;. �w AUBURN, WA CONTRACT NO.
Approved ML 09/04/24 CITY OF * 9/12/2024 ,� °+ 9/, 24-28
SCALE: Si9nawr Date ACCESS ROAD PLAN AND DETAILS
g DRAWING N0.
ATFNAT FNLS` WASHING'CON SAMIM QAYOOMI v�/�on..fi°' CP102
(IF NOT, SCALE ACCORDINGLY)File: °a, p W�1y2D24 SHEET
OF
i
o'
>r
Existing Sold RiN and cover
(Not replaced)
i
G STORM w
°
N
VAULT
® ®
i
COA C TROLp3
— —
---- - -----
O
SCRI D x
SDCB //606-K3
-/
-IM-DCB
z. CB, RIM = 408.13
0
g6o6-Ica69
M=a08
50+06-78, 10.83' LT
/
I Sn
GANT GET iNVEK FO
/
,
WATER LEVEL= �..
BOTTOM STRUCTUR a
GONG
---------------------------------r----�
8" PVC (E) IE=403 A
i 8. PVC (S) DROP PIOE
FLOW EAST
GOT OA�M STR C snrw 45
" A RLE FROM COT( SURVI
ALIGN, B 101
SSMH #606-21 _J
48" DIA. RIM = 410.12 I
50+09.34, 4. 4.76' RT J
2 1 I
Sewer Cleanout per City
of Auburn STD S-03
I
I
I
I
is
I
I
I
DECK
I
i
415
410
405
400
71
r ss ra rs Yss rs
1 �
4O Yi
10+20 10+/0 10+4 t.
-
o I
058 �46 F 54-y6 0 0
RiM=4i1D46 D ti..✓ V DCB /J606 K7051
8- PVG (N) iE=39916 CB TYPE 1, RIM = 408.35
OVERFLOW orFSET TO 51+06.45, 13.19' RT
FAR WEST TO SET i
R CONC DRIVEWAY 2
I SDCB //606-K30
I Ex. CB, RIM = 410.39 1
1 50+16.08, 7.23' RT 1
I )
o
�
m
w
"
STR. NO: SDCB
1606-K30
w
v
roIIE
RIM 410.39
sov>lE
(IN) 399.16
(S)
i
E
NIE
(IN) 405,05
(E)
N y
IF (OUT) 399.16
(N)
(OUT) 399. 16 (W)
99 220 0 CD
PLAN /�
SCALE: 1" = 10' �'��
I
SSMH 0
�^ Ex. 48'" Mh, Mh, RIM = 408.60
/CO xZ 51+22.17, 0.28' RT Oq
g� SSMH /1606-20
O \ RIM=408-68
8" PVC (W & SE)
S7 CENSOUTHEASTTE
R
HANNEL IE=3 8la
ariLj 20 ~As\
MON 606-008
— — — \SITE BM EL=408.22
} W lJ A
2
\ q 1
\ 2
11+19.15, 32.25' RT \\
\
Q �\
I
A
a
m
ro
415
z-�Z
my
mh
��20m
�ww
Ev
89 LF 12' DIAM. PVC PIPE
I
® 0.5%
I --------
/ I
I I I
I I
I I I
7_
_______
___________
_____________
__________________
_
I I
---- 0 1
_________________
____________________________L
EXIST. B" SANITARY
____________lI
______-------
SEWER
8-
EXIS
ADRPE
L - J
49+90 50+00
STR. NO: SDCB 1606-K369
RIM 408.13
IE (IN) 399.00 (S)
50+50
PROFILE
FOR SCALE 1" = 10'
VER SCALE: 1"= 5'
51+00
410
405
51+32
1 �® SSMH a606-108
RIM 62
6" PVC (NEC
8" PVC (NW & S)
S CHANNEL IE=396 BB
FLOW SOUTH
ouTH
M
I
WIRING SCHEDULE
RUN NO.
CONDUIT
CONDUCTORS
COMMENTS
1 2"
PVC SCH40
(2) #8 CONDUCTORS
EXISTING
O2 2"
PVC SCH40
(2) #8 CONDUCTORS
SEE NOTE 1 & 2
NOTES:
1. ALL PVC CONDUIT CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. WIRE
SIZE SHALL MATCH THE LARGEST CONDUCTOR.
2. FIND AND INTERCEPT EXISTING 2" STREET LIGHT POWER CONDUIT. CONNECT THE
NEW F8 CONDUCTORS TO THE EXISTING CONDUCTORS USING SEC DOUBLE -PIN
CONNECTOR KIT MODEL SEC 1791-DP.
STORM DRAINAGE NOTES
EINSTALL SOLID WALL PVC PIPE SDR-35, SIZE AND LENGTH
AS SPECIFIED IN PROFILE.
INSTALL CATCH BASIN TYPE 1 PER WSDOT STD PLAN
B-5.20-03.
❑REPLACE EXISTING CATCH BASIN FRAME AND GRATE WITH NEW
0 FRAME AND GRATE PER WSDOT STD PLAN B-30.30-03.
ADJUST EXISTING CATCH BASIN TO NEW NEW FINISH GRADE PER
CITY OF AUBURN STANDARD DETAILS S-04.4, AND T-05.2.
�4 CONNECT NEW PIPE TO EXISTING STRUCTURE.
SANITARY SEWER NOTES
< REMOVE EXISTING SEWER MANHOLE.
O INSTALL NEW SEWER MANHOLE 48 IN. DIA TYPE 1 PER WSDOT
STANDARD PLAN B-15.20-01 AND CITY OF AUBURN STANDARD
DETAILS S-04.4, AND S-08.1
O CONNECT EXISTING SEWER LINES TO NEW MANHOLE
O REPLACE MANHOLE RING AND COVER PER CITY OF AUBURN
STANDARD DETAIL S-04 AND ADJUST TO FINISH GRADE PER
CITY OF AUBURN STANDARD DETAIL T-05.2.
ILLUMINATION NOTES:
QINSTALL NEW STREET LIGHT POLE FOUNDATION PER COA STD
DETAIL T-18.3 AND T-19.4. REINSTALL EXISTING STREETLIGHT
POLE ON NEW FOUNDATION INCLUDING THE NEIGHBORHOOD
BLOCK WATCH SIGN
Q NEW LIGHTING BOX PER WSDOT STD PLAN J-40.10-04, TYPE 1.
AFTER INSPECTION IS COMPLETE, THE LID SHALL BE WELDED CLOSED.
QREMOVE EXISTING JUNCTION BOX.
Q ABANDON EXISTING CONDUIT AND WIRES IN PLACE.
AS -BUILT
10 5 0 1 20
SCALE IN FEET
NO. Liate: I Kevision: Uorr ia0 by PROJECT NO.
BY: DATE: REVIEWED BY JORNADA PARK ACCESS IMPROVEMENTS
Designed SO 08/04/24 PROJECT MANAGER: 1�8 CP2409
Reviewed SO 08/04/24 * * ;. >.y4 AUBURN, WA CONTRACT NO.
Approved ME 08/04/24 CITY OF f * 9/12/2024 .� ♦ 9/, 24-28
SCALE: Signatur Date STORM DRAINAGE, SEWER AND ILLUMINATION PLAN
OR
DRAWING N0.
NE INCH ` WASHINGTON 4a,.sUD101AT FULL SAMIM OAYOOMI
(IF NOT, SCALE ACCORDINGLY)
SHEET
File: cwcuo wnyzo24
m
OF 7