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SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M.
LEGEND
A.C.=ASPHALTIC
CONCRETE
(M)=MEASURED
DATA
SURFACE
G) =ORNAMENTAL
TREE
BRW=BOTTOM
OF RETAINING WALL
P=POWER
WIRE
BR=BOTTOM
OF ROCKERY
P.V.C.=POLY
VINYL
-L-d-
=BUILDING LINE
CHLORIDE
F=--1
=CATCH BASIN EXISTING
•
=PROPOSED SS CLEANOUT
MI
=CATCH BASIN PROPOSED
(R)=RECORD
DATA
=CENTERLINE OF
=CLEARING LIMITS
R/W=RIGHT-OF-WAY
C.C.=CONCRETE
CURB
=RIP RAP PAD
C.D.=CONCRETE DRIVE
g o
=ROCK CHECK DAM
C.G.=CONCRETE
GUTTER
CMP=CORRUGATED
CA"
=ROCKERY
METAL PIPE
SS=SANITARY
SEWER
CP=CONCRETE
PIPE
%=1
1 /2" SERVICE & METER
C.S.=CONCRETE
SLAB
O =SET
IRON PIN
C.W=CONCRETE
WALK
WITH ID CAP
-:
=CULVERT (PROPOSED)
• =SET
TACK IN LEAD
D1=DUCTILE
IRON
`
AS NOTED
EOP=EDGE
OF PROPERTY
=SET
TACK IN LEAD
EC=ELECTRICAL CONDUIT
`
IN BRASS I.D. DISC
E.H.=ELECTRICAL
HANDHOLE
E.M.=ELECTRICAL METER
O, =SET
RR SPIKE WITH
E.T.=ELECTRICAL
PUNCH MARK
TRANSFORMER
SURVEY MONUMENT
E.V.=ELECTRICAL
VAULT
(F OUND)
O
=EXISTING SANITARY MANHOLE
SD
-STORM DRAIN
=EXISTING SURVEY
Q_=STREET
LIGHT
E.C.C.=EXTRUDED
MONUMENT
CONCRETE
TA=TOP OF ASPHALT
CURB
T.C.-TELEPHONE
CONDUIT
-+---
=FENCE LINE
T.S.=TELEPHONE SENTRY
=FILTER FABRIC FENCE
T=TELEPHONE
WIRE
F.C.=FILL
CAP
TRW=TOP OF RETAINING WALL
FF=FINISH
FIRST FLOOR
TR=TOP
OF ROCKERY
FB=FINISH
BASEMENT
d— =TRAFFIC
FLOW
�k
=FIRE HYDRANT PROPOSED
=TRAFFIC
LIGHT
=FIRE HYDRANT EXISTING
=UTILITY ACCESS
G=GAS
MAIN
MANHOLE
0=GAS
VALVE
• =UTILITY POLE
(-GUY
ANCHOR
W=WATER
MAIN
-_---
=INTERCEPTOR SWALE
®-WATER
METER
0
=JB (JUNCTION BOX)
-MARGIN
LINE OR
®-WATER
- VALVE
=PROPERTY LINE
O=YARD
LIGHT
LS=LANDSCAPE
V.P.=VENT
PIPE
TABLE OF CONTENTS
SHEET 1 CO VER SHEE T
SHEET 2 GRADING & STORM DRAINAGE PLAN NORTH A
SHEET 3 GRADING & STORM DRAINAGE PLAN SOUTHWEST B
SHEET 4 GRADING & STORM DRAINAGE PLAN SOUTHEAST C
SHEET 5 WATER & SANITARY SEWER PLAN NORTH A
SHEET 6 WATER & SANITARY SEWER PLAN SOUTHWEST B
SHEET 7 WATER & SANITARY SEWER PLAN SOUTHEAST C
SHEET 8 TEMPORARY EROSION CONTROL PLAN
SHEET 9 GRADING AND STORM DRAINAGE PLAN NOTES AND DETAILS
SHEET 10 GRADING PLAN CROSS SECTIONS B-B & C-C
SHEET 11 GRADING CROSS SECTION D-D
SHEET 12 GRADING CROSS SECTION E-E
SHEET 73 OFF SITE WATER LA YOU T
SHEET 14 GRADING AND STORM DRAINAGE PLAN NOTES AND DETAILS
SHEET 15 GRADING AND STORM DRAINAGE PLAN NOTES AND DETAILS
SHEET 16 MAIN ENTRANCE PLAN AND PROFILE
SHEET 17 EMERGENCY ACCESS PLAN AND PROFILE
SHEET 18 ROAD SLOPES
CHECKED FOR COMPL1,4KCCE
TO CITY STANDARDS
Date
Date
Date
KEYMAP
B
�1
r�
D it1 E
NOT TO SCALE
BUILDING INFORMATION
BUILDING DESIGNATION - TOWNHOUSE UNITS
BLDG 2A (2) 3 BR/2 Xe BA TH/DEN 1 BLDG 2 UNITS (E E)
BLDG 2B (2) 3 BR/2 X BATH 1 BLDG 2 UNITS (B B)
BLDG 3A (1) 3 BR/2 X BATH 3 BLDGS 3 UNITS (C A A)
(2) 2 BD/2 1¢ BA TH 6 UNI IS (
BLDG 4A (2) 3 BR/2 X BATH 13 BLDGS 26 UNITS (C A A C)
(2) 2 BD/2 M BA TH 26 UNITS
BLDG 4B (2 3 BR/2 � BATH 5 BLDGS 10 UNITS (C A A C)
(2) 2 BD12 X BA TH 10 UNITS
TOTAL 703 TOWNHOUSE UNITS
BUILDING DESIGNATION - FLAT UNITS
BLDG 6A (6) 2 BO/l BA TH 5 BLDGS 30 UNITS (HH HH HH)
BLDG 6B (6) 2 BR/2 BATH 8 BLDGS 48 UNITS (GG GG GG)
BLDG 8A (8) 2 BR/1 BATH 3 BLDGS 4 UNI IS (HGGH HGGH)
2 BR/2 BATH 4 UNI IS
TOTAL 102 FLAT UNITS
PROJECT TOTAL 205 UNITS
N89'59'05"E -5�' � -/� � T� T � T��� �` � CREST
K U T A L
N �
s
0
,L
COMMUNITY BUILDING #47 INCLUDES:
MEETING/GAME ROOM
LOUNGE WITH KITCHENETTE
EXERCISE ROOM
ENTRANCE OFFICE/SALES AREA
ASSOCIATION MANAGER'S OFFICE
HOT TUB
MEN'S & WOMEN'S RESTROOMS
HOT TUB EQUIPMENT & STORAGE ROOM
PAVED PA T70 PLAY AREA
UNIT DESIGNA T70N
UNIT A 2 BR/2 X BATH INTERIOR UNIT SINGLE GARAGE
1208 SO FT (50 UNITS)
UNIT B 3 BR/2 BATH END UNI T DOUBLE GARAGE 1356 SO FT ( 2 UNI IS)
(1 BR/1 BATH ON MAIN FLOOR)
UNIT C 3BR/2 M BA END UNI T DOUBLE GARAGE 1342 SO FT (43 UNITS)
UNIT D 3 BR/2 9 BATH INTERIOR UNIT DOUBLE GARAGE 1 J42 SO FT ( 0 UNI IS)
UNIT E 2 BR/2 J/ BA TH/DEN END UNIT
DOUBLE GARAGE 1360 SO FT ( 2 UNITS
DOUBLE GARAGE
1052 SO FT ( 6 UNITS)
( ONE LEVEL UNIT)
(WASH STATE HDCP UNIT) (6 REQ.)
UNIT G 2BR/2 BA TH FLA T UNIT
SHARED CARPORT 1004 SO FT (60 UNITS)
UNIT H 2 BR/1 BATH FLA T UNIT
SHARED CARPORT 894 SO FT (36 UNITS)
UNIT J 2 BR/1 BA TH FLA T UNIT
SHARED CARPORT 976 S0 FT ( 6 UNITS)
(WASH STATE HDCP UNIT) (5 REQ.)
CONSULTANTS
OWNER:
ARCHITECT
SURVEYOR:
JACK FUNES
ROBERT WELLS
CENTRE POINTS SURVEYING INC.,PS.
12207 NE 8TH STREET
ROBERT WELLS & ASSOCIATES
NORM LARSON
BELLEVUE, WA 98005
16625 REDMOND WAY
P. 0. BOX 4416
(P) (425) 453-9403
SUITE M- 466
FEDERAL WAY, WA 98063- 4416
(F) (425) 455- 9833
REDMOND, WA 98052
(P) (253) 941- 7522
(P) (425) 882- 7824
(F) (253) 941- 4862
(F) (425) 861- 84 71
PURCHASER:
PROJECT ENGINEER:
GEOTECHNICAL CONSULTANT-
BUTKO CONSTRUC7ON
DBM CONSUL 77NG ENGINEERS
GEO ENGINEERS INC.
P.O. BOX 3266
DANA B. MOWER
MLLIAM CLEVENGER/JOHN KOLOSKI
FEDERAL WAY, WA 98633 502 16 TH STREET N.E.
1101 FAUCETT AVENUE, SUITE 200
(P) (253) 839-1901
SUI TE 312
TACOMA, WA 98402
(F) (253) 941-9985
AUBURN, WA 98002
(P) (253) 383-4940
(P) (253) 887-0924
(F) (253) 383-4923
\
(F) (253) 887- 0925
C 0 VER SHEET
NOT TO SCALE
PROJECT SPECIFIC INFORMATION
ZONING: R-14
COMPREHENSIVE PLAN DESIGNATION: MEDIUM DENSITY RESIDENTIAL
DENSITY: 8-14 DU/ACRE
PROPOSED USE: 205-UNIT CONDOMINIUM COMPLEX
SITE ADDRESS: SE ROYAL HILLS DRIVE AND INDEX AVENUE SE, RENTON, WA
PARCEL NUMBER: 212305-9065
SENSITIVE AREAS:
WETLANDS: NONE
STREAM & FLOOD HAZARD AREAS: NONE
EROSION HAZARD AREAS: NONE
LANDSLIDE HAZARD AREAS: NONE
SEISMIC HAZARD AREAS: NONE
COAL MINE HAZARD AREAS: NONE
STEEP SLOPES: 25% TO 40+% STEEP SLOPES ON NORTH
PORTION
OF SITE
PROJECT AREA: 19 ACRES
SITE SIZE: 64 ACRES
OPEN SPACE: NONE
LANDSCAPE AREA: NONE
MAXIMUM LOT COVERAGE: 50%
DISTURBED AREA:
PERVIOUS: 65% OF DEVELOPED AREA
IMPERVIOUS: 20% OF 64-ACRE SITE
GRADING:
CUT: 61,250 CY
FILL: 60,000 CY
STORM DETENTION:
REQUIRED VOLUME:
PROVIDED STORAGE:
PARKING: REQUIRED: PROVIDED:
STANDARD: 360 DRIVEWAY PARKING:
150 (6 H/C)
HANDICAP: 7 ENCLOSED GARAGES:
156 (5 H/C)
SETBACK'S:
BUILDING:
FRONT: 15'
SIDE: 5'
REAR: 15'
FIRE HYDRANT SPACING:
BUILDING HEIGHT: 30'/2 STORIES
�JULY 1997 UBC USED FOR DESIGN
COVERED CARPORTS:
102
OFF STREET PARKING:
150
ON STREET PARKING:
NONE
TOTAL:
558
LANDSCAPE.
10'
15'
15'
UNAUTHORIZED CHANGES AND USES
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR NOR LIABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. IN THE EVENT THAT
INCONSISTENCIES ARISE IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL STOP
WORK IMMEDIATELY. THE CONTRACTOR SHALL NOT PROCEED FURTHER UNTIL RECEIVING
WRITTEN VERIFICAT70N AND APPROVAL TO MAKE CHANGES TO THE PLANS BY THE PREPARER
OF THESE PLANS.
THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED
TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDI T70NS DURING THE
COURSE OF CONSTRUC7ON OF THIS PROJECT. THIS INCLUDES SAFETY OF ALL PERSONS AND
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS. THE CONSTRUCTION CONTRACTOR FURTHER AGREES
TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE DESIGN
PROFESSIONAL.
ENGINEER'S NOTE TO CONTRACTOR:
INFORMATION CONCERNING THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND UTILITIES,
PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE
VERTICAL AND HORIZONTAL LOCAT70N AND SIZE OF THOSE UTILITIES, SHOWN OR NOT SHOWN
,ON THE PLANS.
CALL BEFORE YOU DIG
1 800-424-5555
SP,S!S OF BEARING
NORTHEAST CORNER SECTION 21, TOWNSHIP 23N, RANGE 5E., W.M.
CALCULATED FROM RECORD OF SURVEY BY ROBERT W. BOYD RECORDING NUMBER
9404199014.
SURVEYOR'S NOTES
1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED
BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE
WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER
(GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) GLOBAL
POSITIONING SYSTEM (CPS). LINEAR AND ANGULAR CLOSURE OF
THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090.
2) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENTS CONDITIONS AS THEY
EXISTED JUNE 3, 1998. THE DATE OF THIS FIELD SURVEY.
3) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE
WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATION ARE
SHOWN HEREON.
4) PROPERTY IS SUBJECT TO AN EASEMENT FOR PIPELINE. RECORDING NUMBER
7305100461, RECORDS OF KING COUNTY. DOCUMENT CONTAINS TRANSMISSION LINE.
NO WIDTH OF EASEMENT WAS STATED.
5) EASEMENTS UNDER RECORDING NUMBERS 3431137, 3430506 AND 5274901
HAVE NOT BEEN SHOWN PENDING RECEIPT OF READABLE COPIES.
LEGAL DESCRIPTION
THAT POPT70N OF SECT70N 21, TOWNSHIP 23 NORTH, RANGE 5 EAST,
WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS
FOLL 0WS:
BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION A
DISTANCE OF 1000 FEET WEST OF THE WEST LINE OF GOVERNMENT LOT 4
IN SAID SECTION;
THENCE SOUTHEASTERLY 1121.85 FEET TO A POINT 940 FEET SOUTH OF
SAID NORTH LINE OF SAID SEC77ON AND 380 FEET WEST OF SAID WEST
LINE OF GOVERNMENT L 0 T 4;
THENCE SOUTHEASTERLY 466.77 FEET TO THE POINT OF INTERSECTION OF
SAID WEST LINE OF GOVERNMENT LOT 4 WITH A LINE 187.5 FEET
SOUTHERLY OF THE NORTHERLY MARGIN OF THE BONNEOLLE POWER
ADMINISTRATION MAPLE VALLEY LOOP NORTH LINE, AS MEASURED
PERPENDICULAR FROM SAID MARGIN,
THENCE SOUTH 80' 23' 40" EAST (SOUTH 80' 10' 30" EAST), PARALLEL TO
SAID MARGIN, 634.26 FEET -
THENCE SOUTH 32' 17' 10" EAST (SOUTH 32' 04' 00" EAST), PARALLEL TO
SAID MARGIN, 248.67 FEET TO THE WESTERLY MARGIN OF THE CITY OF
SEA TTLE-MERCER ISLAND PIPE LINE RIGHT OF WAY AS CONDEMNED IN
KING COUNTY SUPERIOR COURT CAUSE NUMBER 486190;
THENCE SOUTHERLY, ALONG SAID MARGIN, TO THE POINT OF
INTERSEC7ON WITH THE SOUTHWESTERLY MARGIN OF BONNEVILLE
POWER ADMINISTRATION ROCKY REACH -MAPLE VALLEY NO. 1
TRANSMISSION LINE;
THENCE NORTH 32' 17' 10" WEST (NORTH 32' 04' 00" WEST), ALONG SAID
MARGIN, 502.75 FEET,
THENCE NORTH 80' 23' 40" WEST (NORTH 80' 10' 30" WEST), ALONG SAID
MARGIN, 1648.18 FEET TO THE NORTHEASTERLY MARGIN OF SOUTHEAST
ROYAL HILLS DRIVE AS CONVEYED TO THE CITY OF KENT UNDER
RECORDING NUMBER 7502070394;
THENCE WESTERLY, ALONG SAID MARGIN, TO A POINT WHICH BEARS
SOUTH 09' 30' 00" EAST FROM A POINT ON THE NORTH LINE OF SAID
SEC77ON WHICH IS 638.89 FEET EAST OF THE NORTHWEST CORNER OF SAID
SECTION, AS MEASURED ALONG SAID NORTH LINE;
THENCE NORTH 09' 30' 00" WEST 1475.83 FEET TO SAID POINT ON THE
NORTH LINE OF SAID SECTION 21;
THENCE EASTERLY, ALONG SAID NORTH LINE, 1014.54 FEET TO THE TRUE
POINT OF BEGINNING;
TOGETHER W TH THE FOLLOWING DESCRIBED PARCEL:
BEGINNING AT A POINT ON THE WEST LINE OF SAID SECT70N A DISTANCE
OF 1265.40 FEET SOUTH OF THE NORTHWEST CORNER THEREOF;
THENCE SOUTH 34' 54' 30" EAST 940 FEET TO THE SOUTHERLY MARGIN OF
SAID SOUTHEAST ROYAL HILLS DRIVE AND THE TRUE POINT OF
BEGINNING;
THENCE CONTINUING SOUTH 34' 54' 30" EAST 55 FEET TO THE SOUTHERLY
MARGIN OF BONNEOLLE POWER AOMINIS7RA 77ON ROCKY REACH -MAPLE
VALLEY NO. 1 TRANSMISSION LINE,
THENCE NORTH 54' 24' 00" EAST ALONG SAID MARGIN, 830 FEET TO THE
SOUTHERLY MARGIN OF SAID SOUTHEAST ROYAL HILLS DRIVE,
THENCE WESTERLY AND SOUTHERLY, ALONG SAID MARGIN, TO THE TRUE
POINT OF BEGINNING.
NOTE:
THESE DRAWINGS ARE FOR THE PURPOSE OF SITE
PLAN APPROVAL ONLY. THEY ARE NOT INTENDED
FOR CONSTRUCTION. THEY ARE PRELIMINARY
ENGINEERING DRAWINGS.
DBff CO-IVSUL TIAW T_1VCl_1VETRS
CIVIL ENGINEERING, DESIGN, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
502 16TH STREET N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925
,
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CB#1
CB#2
CB#3
CB#4
CB#5
CB#6
RIM
243.00
250.50
256.00
251.50
268.00
283.00
IE
239.00
246.50
252.00
245.30
264.00
279.00
DEPTH
4.0
4.0
4.0
6.2
4.0
4.0
CB#7
CB#8
CB#9
CB#10
CB#11
CB#12
RIM
286.00
297.00
242.00
242.00
249.50
249.00
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282.00
293.00
237.10
238.00
242.50
244.00
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4.0
4.0
4.9
4.0
7.0
5.0
C8#13
C8#14
CB#15
CB#16
CB#17
C13#18
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254.00
250.00
254.00
251.00
261.00
268.00
IE
250.00
245.30
250.00
247.00
257.00
264.00
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4.0
4.7
4.0
4.0
4.0
4.0
CB#19
C13#20
CB#21
C13#22
CB#23
CB#24
RIM
280.50
240.00
222.50
233.50
242.50
231.00
IE
276.50
234.00
208.00
220.70
225.90
227.00
DEPTH
4.0
6.0
14.5
12.8
16.6
4.0
CB#25
CB#26
CB#27
CB#28
CB#29
CB#30
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240.50
214.50
214.00
221.00
227.00
224.50
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236.50
208.00
210.00
217.00
201.60
200.60
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6.5
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4.0
25.4
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CB#31
C13#32
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220.00
221.00
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199.70
198.80
DEPTH
2O.3
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GRADING &
STORM DRAINAGE
PLAN
NORTH A
SECTION 21,
TOWNSHIP 23 N.,
RANGE
5 E. W.M.
CALL BEFORE YOU DIG
1 800-424-5555
N89'59'05"E �_' IoiL4.5-Li'
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NOTE:
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FOR CONSTRUCTION. THEY ARE PRELIMINARY
ENGINEERING DRAWINGS.
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CIVIL ENGINEERING, DESIGN, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
502 16TH STREET N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925
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GRADING & STORM DRAINAGE PLAN SOUTHWEST B
SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M.
0 20 40 80
SCALE 1'=40'
KE'NSINGTON CREST
CA TCHBASIN LA POUT
C13#1
C13#2
C13#3
CB#4
C8#5
CB#6
C13#7
CB#8
C13#9
C13#10
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2 56.00
251.50
268 00
283 00
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242.00
242.00
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239.00
246.50
252.00
245.30
264.00
279.00
282.00
293.00
237.10
238.00
DEPTH
4.0
4.0
4.0
6.2
4.0
4.0
4.0
4.0
4.9
4.0
CB#11
CB#12
CB#13
CB#14
CB#15
CB#16
CB#17
CB#18
CB#19
CB#20
RIM
249.50
249.00
254.00
250.00
254.00
251.00
1 261.00
268.00
280.50
240.00
IE
242.50
244.00
250.00
245.30
250.00
247.00
257.00
264.00
276.50
234.00
DEPTH
7.0
5.0
4.0
4.7
4.0
4.0
4.0
4.0
4.0
6.0
CB#21
CB#22
CB#23
CB#24
CB#25
CB#26
CB#27
CB#28
CB#29
CB#30
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222.50
233.50
242.50
231.00
240.50
214.50
1 214.00
221.00
227.00
224.50
IE
208.00
220.70
225.90
227.00
236.50
208.00
210.00
217.00
201.60
200.60
DEPTH
14.5
12.8
16.6
4.0
4.0
6.5
4.0
4.0
25.4
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199.70
198.80
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243.00
250.50
256.00
251.50
268.00
283.00
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239.00
246.50
252.00
245.30
264.00
279.00
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4.0
4.0
4.0
6.2
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C8#8
CB#9
CB#10
CB#11
C8#12
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286.00
297.00
242.00
242.00
249.50
249.00
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282.00
293.00
237.10
238.00
242.50
244.00
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4.0
4.0
4.9
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254.00
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254.00
251.00
261.00
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245.30
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247.00
257.00
264.00
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C8#22
C8#23
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280.50
240.00
222.50
233.50
242.50
231.00
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276.50
234.00
208.00
220.70
225.90
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CB#28
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214.50
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221.00
227.00
224.50
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236.50
208.00
210.00
217.00
201.60
200.60
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6.5
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221.00
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199.70
198.80
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2O.3
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226.40
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243.00
250.00
249.50
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234.50
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241.50
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269.50
292.00
296.00
298.00
286.00
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261.50
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SSMH#10
SSMH#11
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243.00
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249.50
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257.00
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251.00
260.50
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8.0
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SSMH#20
SSMH#21
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286.00
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230
225 -_ _ - - -- - - -- ._._ - - - - - - - -- - - - - -. -- -- --- --- - ---
220 ---
E
215
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210 -
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205 _ - - ------------ - -__ --- - -- -- - ---- - _- -- �- ---- ----- -- -- __ —_ -+— ----------- - __----------- -- --- - _ --- -- -- - __' - - - ---------- -------- -- —_ .�--
100 200 300 400 500 6UU
SECTION B-B
HORIZONTAL SCALE: 1 "=40'
VERTICAL SCALE: 1 "=10'
WEST
?F%'�
/UU MUU 9UU 1000 1100
EAST
265
260 260
255 - - - - - - - - ---- - - --- - - - - - - - - - - 25
250 — - -- -- ---- --- - -- - — --- - -- - - --- -- ------------
2500
245 -- -- \ 245
- l i \ 240
240
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235 FF=240.00 `� I \ - 235
230
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IL ! 225
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220
220 _ - - -- - -- - - - _ _ __._.. -- - -- - -----
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210 FF= 216.00 i 210
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205 ! 205
200
200195 --
195
190 190
185 185
50 100 200 300 400 500
SECTION C- C
HORIZONTAL SCALE: 1 "=40'
VERTICAL SCALE: 1 "=10'
600
800
NOTE:
THESE DRAWINGS ARE FOR THE PURPOSE OF SITE
PLAN APPROVAL ONLY. THEY ARE NOT INTENDED
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VERTICAL SCALE: 1 "=5' NOTE: —
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m
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502 16TH STREET N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 -" �RXPME4 2/18/00
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280
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3/4" DIA. SMOOTH BARS
EQUALLY SPACED (4" O.C. MAX)
GRADING &
STORM DRAINAGE
PLAN NOTES
AND
DETAILS
SECTION
21, TOWNSHIP 23
N., RANGE 5
E.
W.M.
STRAP —FOOTING —rir� otu
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PLAN VIEW
NOT TO SCALE
LOWER STEEL BAND 3/4" THICK X 4" WIDE
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ANCHORED
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TYPE 2 CB
C.B RISER
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NOT TO SCALE
6" MAk
NOTE:
FOR HDPP, PIPE MUST BE FREE TO SLIDE INSIDE
A 4' LONG SECTION OF PIPE ONE SIZE DIAMETER
LARGER.
1" MIN DIA. STEEL ROD (STRAP)
CLAMPED SECURELY TO PIPE
CONCRETE FOOTING KEYED INTO
UNDISTRUBED SOIL AS SHOWN
)IA. MIN
STRAP PIPE ANCHOR DETAIL
SECTION B—B Y
ADOPTED
F
N TS �� D" CITYOFREN'TON
STANDARD PLANS
�F N 1 �= LST DATE: 12/96
:17" DC DT
/ISION BY APPR DWG. NAME: BR 1 1 SIP PAGE:BO04
15• TYP (SEE NOTE 1)
HOOK CLAMPS (4) PLACES EVENLY SPACED
SEE DETAIL BELOW
A
PROVIDE MAINT. ACCESS BY WELDING (4) CROSS BARS
TO (4) VERTICAL BARS AS SHOWN. HINGE UPPER ENDS
WITH FLANGES/BOLT AND PROVIDE LOCKING MECHANISM
(WITH PADLOCK) ON LOWER END. LOCATE LADDER STEPS
DIRECTLY BELOW.
3/4" THICK X 4" WIDE LONG SMOOTH BARS
WELDED TO UPPER AND LOWER BANDS
(24 BARS EVENLY SPACED SEE NOTE 1.)
UPPER STEEL BAND
3/4" X 4" WIDE
24" SEE NOTE 1
SECTION A —A
NOT TO SCALE
STD. GJALV, STEPS
NOTES.-
1. Dimensions are for installation on 54" dia.
L.B. For different dia L.B.'s adjust
dimensions to maintain 45' angle on
"vertical" bars and 7" O.C. Max. spacing
of bars around lower steel band.
2. Metal parts: corrosion resistant, steel
parts galvanized
3. This debris barrier is also recommended
for use on the inlet to roadway cross —
culverts with high potential for debris
collection (except on Type 2 streams).
OVERFLOW STRUCTURE
*\O ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 12/96
DWG. NAME: BR13 SP PAGE: B040
NOTE:
THESE DRAWINGS ARE FOR THE PURPOSE OF SITE
PLAN APPROVAL ONLY. THEY ARE NOT INTENDED
FOR CONSTRUCTION. THEY ARE PRELIMINARY
ENGINEERING DRAWINGS.
HIGH WATER
MARK (45 FEET)
BIRD CAGE
SECTION A- A
HORIZONTAL SCALE: 1 "= 20'
CALL BEFORE YOU DIG
1 800-424-5555
TIE RIP RAP\
INTO EXISTING
BANK ROCK
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CI VI L ENGINEERING, DESIGN, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
502 16TH STREET N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925
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40% PLUS SLOPE AREAS
SLOPE ANALYSIS #1
SCALE: 1 "=20'
40% PLUS SLOPE AREAS
AcE_zvsllvc_ToJv CREST
GRADING &STORM DRAINAGE PLAN NOTES AND DETAILS
SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M.
SLUPE ANALYSIS #3
SCALE: 1 "=20'
40% PLUS SLOPE AREAS
IN
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OUT
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55
INSTALL PIPE ANCI—
WITH NO MORE THAN Jv
SEPARATION
(SEE DETAIL)
300
45°BEND
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CALL BEFORE YOU DIG
1 800-424-5555
TIE RIP RAP
INTO EXISTING BANK ROCK
ORDINARY HIGH
l�lA TEB_�tlABK----
-------------ELEVATION— 45'
CEDAR RIVER
200 100
NOTE:
THESE DRAWINGS ARE FOR THE PURPOSE OF SITE
PLAN APPROVAL ONLY. THEY ARE NOT INTENDED
FOR CONSTRUCTION. THEY ARE PRELIMINARY
ENGINEERING DRAWINGS.
SECTION A —A
HORIZONTAL SCALE: 1 "= 20'
VERTICAL SCALE: 1 "-10'
150
125
75
50
25
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EMERGENCY ACCESS PLAN AND PROFILE
SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M.
0
EMERGENCY ACCESS ROAD
POLES WITH
CHAINS TO STOP
TRAFFIC
7+uu I a 6;-00
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296
298
NORTH
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1
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8+00 7+00 b+uu 5+00
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2+00
1 +00
310
300
290
280
270
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260
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1 800-424-5555
tN
40 80
SCALE 1'=40'
NOTE:
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PLAN APPROVAL ONLY. THEY ARE NOT INTENDED
FOR CONSTRUCTION. THEY ARE PRELIMINARY
ENGINEERING DRAWINGS.
D-8ff CONSUL Tllvc 17jvcllvTTRK-5
CIVIL ENGINEERING, DESIGN, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES ST
502 16TH AVENUE N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 v —; 2/18/00
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42 FT./FT, p2 rlJ:T
ROAD SECTION
WITH COVERED
PARKING
NOT TO SCALE
10 33z
KN,SINGTON CREST
ROAD SLOPES
SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M.
N89'59'05"E OlL4•h�
f 4' SIDEWALK TYP
19,
— COVERED
PARKING —
20'
CENTERLRE
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1
ROAD SECTION
WITH PARRALLEL
PARKING
NOT TO SCALE
—20'—
CENTMIW
NORMAL ROAD
SECTION
NOT TO SCALE
CALL BEFORE YOU DIG
1 800-424-5555
8'
PARRALLEL
PARKING
30
\\ y, \ SCALE 1'=60'
DEPTH
CLASS CBM AAC TPAVE ENT
6' COMPACTED DEPTH CRUSHED
_ ROCK BASE COURSE
DooWENCr 4qft
NOTE:
THESE DRAWINGS ARE FOR THE PURPOSE OF SITE
PLAN APPROVAL ONLY. THEY ARE NOT INTENDED
FOR CONSTRUCTION. THEY ARE PRELIMINARY
ENGINEERING DRAWINGS.
4
d
4
12' SUBGRADE COMPACTED TO 95%
TYPICAL PAVING SECTION
NOT TO SCALE
DBM CONSULTING ENGINEERS
CIVIL ENGINEERING, DESIGN, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
502 16TH AVENUE N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925
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