HomeMy WebLinkAboutPages from Boun Short Plat Civil Plans Utility I CommentsLOT 4
5,966 SF
LOT 5
5,658 SF
LOT 6
5,638 SF
LOT 7
6,453 SF LOT 2
5,751 SF
LOT 1
5,098 SF
LOT 3
5,893 SF
TRACT A
7,253 SF
MB
MB
S
S
~
20+00 21+00 21+96
4344364384384384342+003+004+004+2451+0052+0053+0053+07102+00103+00104+00105+00N00°04'29"W200.08'S88°30'08"E 299.77'
159.00'91.75'N00°04'29"W148.05'S88°34'52"E
18.01'
S88°34'52"E 256.49'N00°00'19"W200.75'110.04'20.01'117.94'N00°00'19"W50.70'N00°00'19"W50.02'N00°00'19"W50.02'N00°00'19"W50.02'N00°04'29"W46.91'N89°55'31"E 135.79'
S88°30'08"E 117.82'
N89°55'31"E 110.00'
N89°55'31"E 119.77'
S88°30'08"E 117.88'C3C4C5N89°55'31"E 119.77'N89°55'31"E 119.77'N00°04'29"W27.98'N00°04'29"W50.54'N00°04'29"W50.02'N00°04'29"W50.00'N00°04'29"W50.00'N00°04'29"W29.05'S88°30'08"E
90.41'
S88°30'08"E
20.00'
C
7C8C9N00°04'29"W52.87'C10C11C1220.01'C1C225.51'N00°04'29"W348.43'N00°04'29"W55.97'17.75'38.21'C13C14N00°04'29"W59.88'CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C7
C8
C9
C10
C11
C12
C13
C14
LENGTH
28.04'
49.07'
35.05'
24.71'
17.35'
21.03'
34.88'
21.20'
44.58'
3.85'
48.43'
43.70'
44.58'
RADIUS
40.00'
70.00'
50.00'
60.00'
60.00'
30.00'
80.00'
80.00'
100.00'
100.00'
100.00'
75.00'
76.50'
DELTA
40°09'52"
40°09'52"
40°09'52"
23°35'44"
16°34'07"
40°09'52"
24°59'04"
15°10'48"
25°32'33"
2°12'21"
27°44'55"
33°23'09"
33°23'09"BOUN SHORT PLATCOVERSHEET/OVERALL SITE PLAN
LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTKnow what's below.
before you dig.Call
R
TRACT A (STORMWATER/OPEN SPACE) 7,253 SF
SINGLE FAMILY LOTS 40,455 SF
ROW DEDICATION 9,969 SF
PRIVATE ACCESS EASEMENT (TRACT A) 2,938 SF
TOTAL 57,677 SF
NET BUILDABLE AREA:
57,677 - 9,969 -2,938 = 44,770 SF (1.03 AC)
LAND USE TABLE
SEE SHEET LS-1, LANDSCAPE AND TREE RETENTION PLAN,
PREPARED BY ERIC WILLIAMS, REGISTERED LANDSCAPE
ARCHITECT FOR TREE REMOVAL AND REPLACEMENTDETAILS.
LANDSCAPING
SHEET C1 COVER/SITE PLAN
SHEET C2 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
SHEET C3 TEMPORARY EROSION AND SEDIMENT
CONTROL NOTES & DETAILS
SHEET C4 GRADING/PAVING/STORMWATER PLAN/PROFILE- CHELAN PLACE NE & ACCESS EASEMENT
SHEET C5 GRADING/PAVING/STORMWATER PLAN/PROFILE
- CHELAN AVE NE
SHEET C6 GRADING/PAVING/STORMWATER PLAN/PROFILE
- DUVALL AVE NE
SHEET C7 GRADING/PAVING/STORMWATER NOTES/DETAILS
& TYPICAL ROAD SECTIONS
SHEET C8 STORMWATER DETENTION/WQ VAULT P&P
SHEET C9 STORMWATER NOTES & DETAILS
SHEET C10 GRADING/PAVING/ ROAD NOTES & DETAILS
SHEET C11 GRADING/PAVING/ ROAD NOTES & DETAILS
SHEET C12 WATER PLAN & PROFILE
SHEET C13 WATER NOTES AND DETAILS
SHEET C14 SEWER PLAN & PROFILESHEET C15 SEWER NOTES AND DETAILSSHEET IL1-IL3 ILLUMINATION PLANS
SHEET LS-1 LANDSCAPE AND TREE RETENTION PLAN
SHEETS SX VAULT STRUCTURAL PLANS (FUTURE SUBMITTAL)
SHEET INDEX
THE BOUN SHORT PLAT, FILE NO. LUA16-000124, AS
DEPICTED IN EXHIBIT 2, IS APPROVED AND IS SUBJECT TOTHE FOLLOWING CONDITIONS:
1. THE WIDTH OF LOT 7 SHALL BE INCREASED TO COMPLY
WITH THE MINIMUM 50-FOT LOT WIDTH REQUIREMENT
OF THE R-8 ZONE.
2. A DEMOLITION PERMIT SHALL BE OBTAINED FOR THE
REMOVAL OF THE DETACHED ACCESSORY STRUCTURE,
AND ALL REQUIRED INSPECTIONS SHALL BECOMPLETED PRIOR TO THE RECORDING OF THE SHORTPLAT.
3. A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT
THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW.
THE DETAILED LANDSCAPE PLAN SHALL INCLUDE AN
8-FOOT WIDE LANDSCAPING STRIP BETWEEN THE CURB
AND SIDEWALK ALONG THE FULL LENGTH OF THECHELAN AVENUE NE AND DUVALL AVENUE NEFRONTAGES OR A MODIFICATION REQUEST TO REDUCETHE LANDSCAPE STRIP SHALL BE SUBMITTED AND
APPROVED IN ACCORDANCE WITH RMC 4-9-2550D AT
THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW.
4. A FINAL TREE RETENTION PLAN SHALL BE SUBMITTED
AT TIME OF UTILITY CONSTRUCTION PERMIT REVIEW.
THE FINAL TREE RETENTION PLAN SHALL INCLUDEMINIMUM 2-INCH CALIPER REPLACEMENT TREES WITHIN
THE ONSITE 10-FOOT LANDSCAPE STRIP. THE FINAL
TREE RETENTION PLAN SHALL BE SUBMITTED TO THE
CURRENT PLANNING PROJECT MANAGER FOR REVIEW
AND APPROVAL.
5. A MODIFICATION REQUEST SHALL BE SUBMITTED ANDAPPROVED FOR THE PROPOSED WAIVER OF FRONTAGEIMPROVEMENTS ALONG THE 18-FOOT WIDE PANHANDLE
NORTH OF THE PROJECT SITE. THE MODIFICATION
REQUEST SHALL BE SUBMITTED AT THE TIME OF
UTILITY CONSTRUCTION PERMIT REVIEW.
6. ACCESS FOR LOTS 1-7 SHALL BE PROVIDED VIA THEALLEY (CHELAN PLACE NE). THE FRONT FACADE OF THE
HOUSES TO BE CONSTRUCTED ON LOTS 1-4 SHALL
FACE DUVALL AVENUE NE AND THE FRONT FACADE OF
THE HOUSES TO BE CONSTRUCTED ON LOTS 5-7 SHALL
FACE CHELAN AVENUE NE. A NOTE TO THIS EFFECT
SHALL BE RECORDED ON THE FACE OF THE SHORT PLATMAP.
7. THE WIDTH OF THE ALLEY SHALL BE REVISED TOCOMPLY WITH THE CITY'S ADOPTED STREET
STANDARDS, OR MODIFICATION TO THESE STANDARDS
SHALL BE REQUESTED AT THE TIME OF UTILITY
CONSTRUCTION PERMIT REVIEW.
CONDITIONS
LEGAL DESCRIPTION
SURVEY DATUM
PARCEL NUMBER:102305-9139
SITE ADDRESS:1024 DUVALL AVE NE
RENTON, WA 98059
SITE AREA: (ACCESSORS) 57,499 SF (1.32 ACRES)
(SURVEYED) 57,677 SF (1.32 ACRES)
ZONING:R-8, (RESIDENTIAL 8)
SETBACKS:
FRONT:15'
GARAGE:20'
REAR:20'INTERIOR:5'
MAX IMPERVIOUS:65%BUILDING COVERAGE:50%
LAND USE:
ACCESS & UTILITY EASEMENT 7,253 SF
ROW DEDICATION 9,969 SF
REMAINING LOT AREA 40,455 SF (NET AREA)
TOTAL (OWNERSHIP AREA)57,677 SF (1.32 AC)
PROPOSED DENSITY:5.3 DU/ACRE
SITE DATA
NEW ASPHALT
PAVEMENT
NEW CONCRETE
PROPERTY BOUNDARY
RIGHT OF WAY
CENTER LINE
EXISTING EASEMENT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING CHAINLINK FENCE
EXISTING WOOD FENCE
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING STORM MAIN
EXISTING GAS MAIN
EXISTING SANITARY SEWER MANHOLE
EXISTING STORM CATCH BASIN
EXISTING FIRE HYDRANT
EXISTING TREE TO BE REMOVED
(SEE SHEET TR1 FOR DETAILS)
FOUND MONUMENT, AS NOTED
EXISTING PROPERTY CORNER
PROPOSED PROPERTY CORNER
PROPOSED MONUMENT IN CASE
200
202
LEGEND
200
202
CONTACT
phone: 253-301-4157
fax: 253-336-3950
beylerconsulting.com
BEYLER
CONSULTING
OFFICE
7602 Bridgeport Way W
Lakewood, WA 98499
EAST BASIN
OFFSITE IMPROVEMENTS (DEDICATED ROW)
IMPERVIOUS (SIDEWALK)297 SF
PERVIOUS (LANDSCAPE)112 SF
WEST BASIN
OFFSITE IMPROVEMENTS (CHELAN AVE NE)
IMPERVIOUS (SIDEWALK/ASPHALT) 3,559 SF
PERVIOUS (PLANTER STRIP/LAWN) 1,417 SF
TOTAL 4,976 SF
ONSITE IMPROVEMENTS
DRIVEWAYS (500 SF/LOT)3,500 SF (PGIS)
ASPHALT ACCESS ROADS/ALLEYS 5,820 SF (PGIS)
ROOFTOPS 18,802 SF
PERVIOUS (LAWN/LANDSCAPE) 23,735 SF
TOTAL 51,857 SF (1.19 AC)
TOTAL PGIS 9,320 SF (0.214 AC)
SURFACE AREA CALCULATIONS
EXISTING ASPHALTDUVALL AVE NEVICINITY MAP
N.T.S
SITE
900
HONEY DEWATHLETIC
FIELDS
OLIVER M.HAZEN HIGHSCHOOL
NE 10TH STUNION AVE NECHELAN AVE NENE 10TH PL
NE 11TH ST
NE 12TH ST
NE 9TH ST HOQUIAM AVE NEJERICHO PL NENE 8TH ST
NE 9TH PL
FIELD AVE NEDUVALL PL NEVERTICAL DATUM:
NAVD88
BENCHMARK:
CITY OF RENTON BENCHMARK #RENT159BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOPOF MONUMENT CASE AND COVER IN THE CENTER OF THE
INTERSECTION AT NE 12TH ST AND UNION AVE NE
ELEVATION=415.961
HORIZONTAL BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF NE 10TH STREET
BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PERCITY OF RENTON SHORT PLAT RECORDED UNDERRECORDING NUMBER 20120110900001
N 88°30'08" W
EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
EXISTINGCONCRETE
THE EAST HALF OF THE SOUTHWEST QUARTER OF THENORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KINGCOUNTY, WASHINGTON;
EXCEPT THE SOUTH 200 FEET; AND
EXCEPT THE WEST 12 FEET; AND
EXCEPT THE NORTH 110.04 FEET; AND
EXCEPT THE SOUTH 148 FEET OF THE NORTH 258.04 FEET
LYING EAST OF THE WEST 30 FEET OF SAID SUBDIVISION;ANDEXCEPT THAT PORTION CONVEYED TO KING COUNTY BY
DEED RECORDED UNDER RECORDING NUMBER 6380985.
(LEGAL DESCRIPTION IS PER TITLE REPORT BY FIDELITY
NATIONAL TITLE #611100624 DATED APRIL 1, 2015.)
CITY OF RENTONMONUMENT #806
BOUN SHORT PLAT
CONSTRUCTION PLANS
PARCEL NO. 102305-9139
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.UNION AVE NEDUVALL PL NEDUVALL AVE NELONG, GARY A. & DENISE Y.
1058 CHELAN AVE NE
#1023059332
THAMI, ABDERRAHMANE &MAURA E.
1051 CHELAN AVE NE
#1023059133
AMIRA, JEFF & FLORESCA
1018 CHELAN AVE NE
#1023059487
KOLBY, SCOTT A. EMILY B.
1017 CHELAN PL NE
#1023059483
FISHER, SHERRIE M.
1045 CHELAN AVE NE
#1023059473
SDC HOMES LLC
1039 CHELAN AVE NE
#1023059472
3.50'
3.50'
N88°30'08"W
1,626.67'N88°30'08"W 341.54'
(BASIS OF BEARING)N88°30'08"W 185.02'15'5.00'7.5'N00°04'29"W1.28'
N00°04'29"W
0.68'
S43°30'08"E7.07'
N00°04'29"W6.88'
N00°04'29"W
1.55'
PROPOSED 6" STORM LATERAL(SEE SHEET C4 FOR DETAILS)
SDCO (TYP)
CB#1
CB#2
CB#3
CB#5
CB#6
CB#7
CB#8
EX. SSMH#5552
18'
PROPOSED 18'RIGHT OF WAYDEDICATION
23'PROPOSED 23'
RIGHT OF WAYDEDICATION
PROPOSED 20'RIGHT OF WAY
DEDICATION
PROPOSED 3.5'RIGHT OF WAY
DEDICATION
20'
SSMH#1
SSMH#2
EX. BLDG
PROPOSED 15'WATER EASEMENT
20'PROPOSED 20'
ACCESS & UTILITIES
EASEMENT
(PRIVATE STORMWATER,UTILITIES, RECREATION)
PROPOSEDRETAINING WALL(TYP)
PROPOSED
DETENTION/WQVAULT
PROPOSED 16'ALLEY ROADWAY 16'
PROPOSED 10'
UTILITY EASEMENT
(TYP)
10'5'15'5'20'5'10'10'PROPOSED BUILDING
SETBACK LINE(TYP)EX. BLDG10'
PROPOSED 10'LANDSCAPEBUFFER
PROPOSED 10'LANDSCAPE
BUFFER10'
PROPOSED 20'LIMIT ACCESS
RESIDENTIALROADWAY
CHELAN AVE NE15'
5'5'20'CHELAN PL NE11'11'
5'
PROPOSED 11'TRAVEL LANE
PROPOSED 11'TRAVEL LANE
PROPOSED 5'BIKE LANE
PROPOSED 8'
PLANTER STRIP
8'
PROPOSED 8'SIDEWALK
8'
5'20'
PROPOSED 8'
PLANTER STRIP
PROPOSED 5'SIDEWALK
PROJECT INFO
OWNER/CLIENT:
KENT KHNOR
845 106TH AVE, SUITE 200BELLEVUE, WA 98004TEL: 206-715-9826
ENGINEER:
BEYLER CONSULTING
7602 BRIDGEPORT WAY WLAKEWOOD, WA 98499TEL: 253-301-4157
PROPOSED FIREHYDRANT(TYP)
EXISTINGHYDRANT(TYP)
APPROX. LOCATION OFEX. 4" WATER MAIN
(WD 90) (TYP)
30 15 0 30 60
SCALE: 1" = 30'5'20'
CITY OF RENTON
APPROVED BY:______________________________ DATE:__________
APPROVED BY:______________________________ DATE:__________
APPROVED BY:______________________________ DATE:__________
APPROVED BY:______________________________ DATE:__________
TANJIAQUIO, ROLANDO &
CANUBAS
1014 CHELAN PL NE
#1023059482
CB#4
CB#11
CB#10
CB#9
CITY OF RENTON
MONUMENT #1844
8'
S
S
~
20+00 21+00 21+96
4344364384384384342+003+004+000+00 1+00 2+00
51+0052+00420
425
430
435
440
445
450
455
420
425
430
435
440
445
450
455
51+00 52+00 52+70437.6437.4437.32437.3437.09437.3436.87437.8436.68438.1436.56437.9436.49437.8436.48437.7436.53437.6436.63436.9436.8025.00%1.15%1.00%
PVI STA: 51+68.15
PVI ELEV: 436.077
K: 69.68LENGTH: 150.00LOW POINT STA: 51+73.47LOW POINT ELEV: 436.48
BVC STA: 50+93.15BVC ELEV: 436.94EVC STA: 52+43.15EVC ELEV: 436.83GRADE BREAK STA = 50+49.26ELEV = 437.45GRADE BREAK STA = 52+54.19ELEV = 436.94GRADE BREAK STA = 52+56.71ELEV = 436.3136" (MIN.)420
425
430
435
440
420
425
430
435
440
0+00 1+00 2+00 2+10433.4433.2433.1433.03433.8433.67434.8437.00435.8437.00436.6437.00437.3437.00437.9437.00437.9436.68437.9436.7336" (MIN.)
PIPE CROSSING TABLE
PIPECROSSING #
1
2
3
4
5
6
7
8
9
10
11
12
FG ELEV:
437.4±
437.2±
436.7±
436.6±
436.7±
436.7±
436.5±
436.6±
436.9±
433.5±
433.3±
432.9±
TOP PIPE SIZE/
NETWORK
WATER/6"
WATER/8"
WATER/8"
WATER/8"
WATER/8"
WATER/8"
WATER/8"
WATER/8"
WATER/8"
WATER/4"(KCWD90)
WATER/8"
STORM/12"
BOTTOM OFTOP PIPE
433.5
433.3
432.7
432.7
432.7
432.8
432.6
432.6
432.6
429.5(FIELD VERIFY)
429.1
428.9
BOTTOM PIPE SIZE/
NETWORK
SEWER/8"
SEWER/6"
SEWER/6"
STORM/6"
SEWER/6"
SEWER/6"
STORM/8"
SEWER/8"
STORM/6"
WATER/8"
SEWER/8"
WATER/4"(KCWD90)
TOP OFBOTTOM PIPE
431.5
431.6
432.0
430.8
432.2
432.3
430.1
432.0
432.0
429.0
422.5
428.4(FIELD VERIFY)
APPROX.VERTICAL
SEPARATION
2.0'
1.7'
0.7'
1.9'
0.5'
0.5'
2.5'
0.6'
0.6'
0.5'
6.6'
0.5'BOUN SHORT PLATWATER PLAN & PROFILE
LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTCITY OF RENTON
APPROVED BY:______________________________ DATE:__________
APPROVED BY:______________________________ DATE:__________
APPROVED BY:______________________________ DATE:__________
APPROVED BY:______________________________ DATE:__________
CONTACT
phone: 253-301-4157
fax: 253-336-3950
beylerconsulting.com
BEYLER
CONSULTING
OFFICE
7602 Bridgeport Way W
Lakewood, WA 98499
Know what's below.
before you dig.Call
R
SURVEY DATUM
VERTICAL DATUM:
NAVD88
BENCHMARK:CITY OF RENTON BENCHMARK #RENT159BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOP
OF MONUMENT CASE AND COVER IN THE CENTER OF THE
INTERSECTION AT NE 12TH ST AND UNION AVE NE
ELEVATION=415.961
HORIZONTAL BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF NE 10TH STREET
BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER
CITY OF RENTON SHORT PLAT RECORDED UNDER
RECORDING NUMBER 20120110900001
N 88°30'08" W
EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
CHELAN PLACE NE WATER PROFILE
SCALE: HORIZONTAL:1"=20'
VERYTICAL: 1"=5'
PROPOSED STORM MAIN (TYP)(SEE SHEET C4 FOR DETAILS)
PC4
PC3
PC2
PC1
PC8 PC7
PC12
PC10PC11 PC9
45± LF - 8"CL-52 D.I.P.
EX. SSMH #5169, TYPE 1-48"RIM 433.408" IE 422.94 (IN-N)
8" IE 422.88 (OUT-S)
(FIELD VERIFIED)
(REF #S-332504)
APPROX. LOCATION OF 8" D.I.WATER MAIN (TYP)
(LOCATION PER REC # W-332501)
EX. 282 LF - 8" PVC SDR-35SEWER MAIN @ S=0.926%(REF #S-332504)
APPROX. LOCATION OF 4" D.I.
WATER MAIN (K.C. WD 90)(TYP)
(REF. REC # R-338610 FOR
GENERAL LOCATION)
185 LF - 8" CL-52 D.I.P.
LOT 1
FFE 438.50
LOT 2
FFE 437.00
LOT 3
FFE 437.50
LOT 4
FFE 437.50
LOT 5
FFE 437.50
LOT 6
FFE 437.00
LOT 7
FFE 437.00
20± LF - 8"
CL-52 D.I.P.
POINT OF CONNECTION #1STA 50+48.33, 7.87' R
EX. 8" VERT. CROSS (MJ)
8" PLUGS (MJ) (2 EACH)
W/ 2" BLOW OFF ASSEMBLY(REC NO. W-338601)INSTALL 8" - 22.5° D.I. BEND (MJ)W/ THRUST BLOCKINGCONNECTION SHALL BE PER CITY
OF RENTON DETAIL 300.5
STA 50+66.14, 3.05' R
1 - 8X6 TEE (MJ X FL)
1 - 6" GATE VALVE (FL X MJ)
1 - HYDRANT ASSEMBLY (COR 310.1)STA 50+65.54, 12.00' LW/ THRUST BLOCKING
15± LF - 6"
CL-52 D.I.P.
PROPOSED SEWER MAIN (TYP)
(SEE SHEET C14 FOR DETAILS)
STA 51+18.25, 6.30' R
1 - 8" D.I. 22.5° BEND (MJ)W/ THRUST BLOCKING
POINT OF CONNECTION #2STA 0+11.76, 0.00' R
8" CUT IN TEE (MJ X FL)
W/ (1) 8" GATE VALVE (FL X MJ)W/ (2) 8" SLEEVES (MJ) PER C.O.R.DETAIL 300.2
W/ THRUST BLOCKING
(=STA 2+91.08, 19.91' L (CHELAN AVE)
STA 51+60.21, 7.00' R=STA 1+97.00, 0.00' R (WATER EASEMENT)1 - 8" D.I. TEE (FL)3 - 8" GATE VALVES (FL X MJ)W/ THRUST BLOCKINGCHELAN PLACE NE20'
41± LF - 8"CL-52 D.I.P.
94± LF - 8"CL-52 D.I.P.
PROPOSED 1" WATER METER
(TYP)
(SEE METER BOX LOCATIONTABLE THIS SHEET FORLOCATION DETAILS)
STA 52+54.00, 7.00' R1 - 8" D.I. CAP (MJ)W/ 2" TAP X 2" BLOW-OFFASSEMBLY PER C.O.R.
STANDARD DETAIL 340.1
10 LF SECTION OF EXISTING 4"D.I. WATER MAIN (OWNED ANDOPERATED BY KCWD 90) (FIELD
VERIFY VERTICAL LOCATION PRIOR
TO CONSTRUCTION) TO BEADJUSTED BELOW PROPOSEDSTORM MAIN (SEE 4" WATER MAINRELOCATION DETAIL THIS SHEET)
PC5
PC6
10'WATER EASEMENT PROFILE
SCALE: HORIZONTAL:1"=20'
VERYTICAL: 1"=5'BEGIN WATER MAIN EXTENSIONSTA 50+48.33, 7.87' R8" - 22.5° D.I. BEND (MJ)IE 434.0±STA 50+66.14, 3.05' R8X6 D.I. TEE (MJ X FL)W/ 6" GATE VALVE (FL X MJ)IE 433.7±STA 51+18.25, 6.30' R8" 22.5° D.I. BEND (MJ)IE 433.1±STA 51+60.21, 7.00' R8" D.I. TEE (FL)W/ (3) 8" GATE VALVES (FL X MJ)IE 432.7±(=STA 1+97.00(WATER EASEMENT))15'PROPOSED 15'WATER EASEMENT
PROPOSED SEWERMAIN EXTENSION
(SEE SHEET C14.0
FOR DETAILS)
PROPOSED STORMMAIN (TYP)
(SEE SHEET C4.0
FOR DETAILS)END WATER MAIN EXTENSIONSTA 52+54.00, 7.00' R8" D.I. CAP (MJ)W/ 2" TAP X 2" BLOW-OFF ASSEM.PER C.O.R. STD. DETAIL 340.1IE 433.5±20± LF - 8" D.I.P.45± LF - 8" D.I.P.41± LF - 8" D.I.P.94± LF - 8" D.I.P.
EXISTING GRADE @RIGHT OF WAYCENTERLINE (TYP)
PROPOSED GRADE @
RIGHT OF WAYCENTERLINE (TYP)
EXISTING GRADE @RIGHT OF WAY
CENTERLINE (TYP)
PROPOSED GRADE @RIGHT OF WAYCENTERLINE (TYP)
PIPE CROSSING #1SEE TABLE THIS SHEET
PIPE CROSSING #2SEE TABLE THIS SHEET
PIPE CROSSING #3
SEE TABLE THIS SHEET
PIPE CROSSING #4SEE TABLE THIS SHEET
PIPE CROSSING #5
SEE TABLE THIS SHEET
PIPE CROSSING #6
SEE TABLE THIS SHEET
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR
ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK ANDAGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THATHAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY ANDPRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING
ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.STA 1+97.00, 0.00' R8" D.I. TEE (FL)W/ (3) 8" GATE VALVES (FL X MJ)IE 432.7±(=STA 51+60.21, 7.00' R (CHELAN PLACE)BEGIN WATER MAIN EXTENSIONSTA 0+11.76, 0.00' R
8" CUT IN TEE (MJ X FL)
W/ (1) 8" GATE VALVE (FL X MJ)W/ (2) 8" SLEEVES (MJ) PER C.O.R. DETAIL 300.2W/ THRUST BLOCKINGIE 429.3±
(=STA 2+91.08, 19.91' L (CHELAN AVE)CHELAN AVE NEPIPE CROSSING #11
SEE TABLE THIS SHEET
PIPE CROSSING #10SEE TABLE THIS SHEET
PIPE CROSSING #9
SEE TABLE THIS SHEET
PIPE CROSSING #8
SEE TABLE THIS SHEET
PIPE CROSSING #7SEE TABLE THIS SHEET
STA 1+52.64, 0.00' R
8" - 11.25° D.I. VERT. BEND (RJ)W/ THRUST BLOCKINGIE 432.8 ±
EXISTING GRADE @
CENTERLINE OF WATER
EASEMENT (TYP)
PROPOSED GRADE @CENTERLINE OF WATER
EASEMENT (TYP)
45± LF - 8" D.I.P.
STA 0+82.00, 0.00' R8" - 11.25° D.I. VERT. BEND (RJ)W/ THRUST BLOCKING
IE 429.3 ±
STA 0+64.35, 0.00' R
8" - 22.5° D.I. VERT. BEND (RJ)W/ THRUST BLOCKINGIE 429.3 ±
STA 0+54.53, 0.00' R8" - 22.5° D.I. VERT. BEND (RJ)W/ THRUST BLOCKINGIE 428.3 ±
STA 0+44.88, 0.00' R
8" - 22.5° D.I. VERT. BEND (RJ)
W/ THRUST BLOCKINGIE 428.3 ±
STA 0+34.88, 0.00' R8" - 22.5° D.I. VERT. BEND (RJ)
W/ THRUST BLOCKING
IE 429.3 ±
71± LF - 8" D.
I
.
P
.
18± LF - 8" D.I.P.
10± LF - 8" D.I.P.
10± LF - 8" D.I.P.
10± LF - 8" D.I.P.
24± LF - 8" D.I.P.
WATER METER BOX LOCATION TABLE
LOT #ALIGNMENT STATION OFFSET
LOT 1 CHELAN PLACE NE 51+05.95 10.0' R
LOT 2 CHELAN PLACE NE 51+10.86 10.0' R
LOT 3 CHELAN PLACE NE 51+51.71 10.0' L
LOT 4 CHELAN PLACE NE 52+03.65 10.0' R
LOT 5 CHELAN PLACE NE 52+06.71 10.0' L
LOT 6 CHELAN PLACE NE 52+08.71 10.0' L
LOT 7 CHELAN PLACE NE 52+11.65 10.0' R
20 10 0 20 40
SCALE: 1" = 20'
WATER PLAN
SCALE: HORIZONTAL:1"=20'
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.