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A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
5 2.5 0 5
SCALE: 1 " = 5' CHELAN AVE NE . . . . . . . . . . . 5 2.5 . 0 5
(RESIDENTIAL ACCESS ROADWAY)
CHELAN AVE NE : SCALE: 1° = 5'
(RESIDENTIAL LIMITED ACCESS ROADWAY)
----------- - - - - - - -- - - - - - - - - - - - - - - - - - - - - -
FL: 432.51 FL: 432.56 FL: 432.67 FL: 432.73 . . . . . .
TBC: 433.01 TBC: 432.73 TBC: 432.84 TBC: 433.23
34.72 FL: 434.84
PROPOSED v
8' PLANTER 0 \ Qo
SW: 435.38 1"- SW: 435.45
N5OPROPOSED5'SIDEWALKSW: 435.53
SW: 435.46
ABBREVIATION KEY
SW: FINISHED GRADE ELEVATION @ TOP OF SIDEWALK
FL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURB
TBC: FINISHED GRADE ELEVATION @ TOP BACK OF CURB
RAMP #1 DETAIL
SCALE: 1 "=5'
d0 SW: 433.14 d0
M
47'
35' 12'
1 12' DEDICATION
U U I PER DEED REC #
O
oI 20050823000001
W I oil
ail
21.5' 13.5'- I lr BOUN SHORT PLAT
5'± I I I I (ON-SITE GRADING)
12'± EXISTING
PAVEMENT I I VARIES
15.8'± EXISTING PAVEMENT I I 4 8 M PLANTER MAX
27.8'± PAVED ROADWAY �*
1, 5' SIDEWALK PER
CITY OF RENTON
ill 4.5' STD. PLAN 102 (TYP)
WALK
EXISTING � I I I
ROAD CROWN
@ ROW CIL
2%±
PROPOSED
3' SAWCUT
COMPACT SUBGRADE TO
ACHIEVE 95% OF MAXIMUM
DENSITY STANDARD PROCTOR
1.5% (MIN.)
1" X1.5%
PROPOSED CURB & GUTTER
(PER COR DETAIL 101)
.4" HMA CL z"
(PG 64-22) (MIN.)
6" CSTC
CHELAN AVE NE TYPICAL ROAD SECTION (47' ROW)
SCALE: N.T.S. (STA 1+99.39 TO STA 2+56.04)
12'-15' GRAVEL ACCESS ROAD
71� SLOP4"CRUSHED
oE VARIES SURFACING TOP �1E
(12% MAX.) _ COURSE (CSTC)
6" QUARRY
SPALLS
GEOTEXTILE
FABRIC
TYPICAL MAINTENANCE ACCESS ROAD SECTION
SCALE: NTS
=9
/1\ I ` 1 S W: 433.1
MA
-d0
SW: 433.29
DO
434................................................................ ABBREVIATION KEY
SW: FINISHED GRADE ELEVATION @ TOP OF SIDEWALK
FL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURB
TBC: FINISHED GRADE ELEVATION @ TOP BACK OF CURB
DRI VEWA Y DETAIL
SCALE: 1 "=5'
O U O
W � W
� U
CLCL0
O 00
CLI
a
23.5' RIGHT OF WAY DEDICATION
12'
10' 10'
PLANTER
2
20' PAVED ROADWAY 5' SIDEWALK PER
(MIN.) CITY OF RENTON
STD. PLAN 102 (TYP)
1. 5% (MIN.) BOUN SHORT PLAT
(ON-SITE GRADING)
201- ,1.5%
TIE IN TO
EXISTING GRADE
@ 2:1 (MAX.)
PROPOSED CURB & GUTTER
(PER COR DETAIL 101)
�4"HMA CL z"
(PG 64-22) (MIN.)
6" CSTC
COMPACT SUBGRADE TO
ACHIEVE 95% OF MAXIMUM
DENSITY STANDARD PROCTOR
CHELAN AVE NE TYPICAL ROAD SECTION (35' ROW)
SCALE: N.T.S. (STA 3+27.79 TO STA 4+04.20)
SURVEY DATUM
VERTICAL DATUM: HORIZONTAL BASIS OF BEARING:
NAVD88 THE MONUMENTED CENTERLINE OF NE 10TH STREET
BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER
BENCHMARK: CITY OF RENTON SHORT PLAT RECORDED UNDER
CITY OF RENTON BENCHMARK #RENT159 RECORDING NUMBER 20120110900001
BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOP
OF MONUMENT CASE AND COVER IN THE CENTER OF THE N 88030'08" W
INTERSECTION AT NE 12TH STAND UNION AVE NE
ELEVATION=415.961 EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
4/25/18
NO.
U
16' ROW DEDICATION
2' 6' 6' 2'
12' PAVED ROADWAY
/b 221., i2% i20/
COMPACT SUBGRADE TO 4" HMA CL z"
ACHIEVE 95% OF MAXIMUM (PG 64-22) (MIN.)
DENSITY STANDARD PROCTOR 6" CSTC
CHELAN PLACE NE TYPICAL ROAD
SECTION (LOOKING NORTH)
SCALE: N.T.S.
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B
1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE
WATER UTILITY.
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF
RENTON PLAN REVIEW SECTION AND THE APPLICANT.
3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC
WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL
ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM
THE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALL
CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
4, APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN
DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER
CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER
CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER
DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE
APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY
DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN
APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT,
SURFACE WATER UTILITY SECTION.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE
HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO
WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED
WITH A WRITTEN DECISION BY THE CITY OF RENTON.
7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO
OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE
INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW
AND APPROVAL PRIOR TO CONSTRUCTION.
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT
SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED
UNLESS AN APPROVED SET OF PLANS THAT MEET ALL
REQUIREMENTS OF CHAPTER 4 OF THE 2009 KING COUNTY SURFACE
WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE
CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE
NOTED ON THE PLANS.
10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF
STORMWA TER FACILITIES MUST BE SUBMITTED TO THE CITY FOR
REVIEW AND APPROVAL.
11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE
BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD
PROCTOR.
12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED
UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS
SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON
THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN
ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION
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 AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING
ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
REVISION
Know what's below.
Call before you dig.
SURVEYED: SCALE:
BEYLER CONSULT.
DESIGNED: 1
DTY/KRD
DRAWN:
DTY/KRD
ONE INCH
CHECKED: AT FULL SCALE
DRB IF NOT ONE INCH
BY DATE AP P R APPROVED: SCALE ACCORDINGLY
DRB
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
U
(n Q � .
W � W
U Un
WI U.
U U U
Q Q Q
16' ACCT SS EASEMENT
PROPOSED 2' 1
ASPHALT WEDGE 12' PAVED ROADWAY 4'
U� 2'
0
VARIES i2 1/. VARIES
74" HMA CL z"
(PG 64-22) (MIN.)
6" CSTC
COMPACT SUBGRADE TO
ACHIEVE 95010 OF MAXIMUM
DENSITY STANDARD PROCTOR
ACCESS EASEMENT TYPICAL ROAD SECTION
SCALE: N.T.S.
STANDARDS.
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION
PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY
MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS
COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS
PASSED.
14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN
OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL
CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE
PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE
OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS
WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE
EXCEPTION OF PVC PIPE.
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT
TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND
MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE
STRUCTURES ASSOCIATED WITH A PERMANENT
RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN
ACCORDANCE WITH RENTON MUNICIPAL CODE TABLE 4-2-11 OA
SETBACKS LINES.
19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW
PAVEMENT LEVEL.
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON
RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A
MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE
BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF
ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST
MEET THE FOLLOWING SPECIFICATIONS:
4 - 8 INCH ROCK 140 - 70% PASSING;
2 - 4 INCH ROCK/ 30 - 40% PASSING; AND
LESS THAN 2 INCH ROCK/ 10 - 20% PASSING.
21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE
CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED
BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION.
AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF
THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON
COMPLETION.
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH
INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR
INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE
FOLLOWING:
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST
ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF
DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS,
AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS,
OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS,
TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE,
FEDERAL. OR LOCAL LAW, ORDINANCE, CODE, REGULATION,
RULE, ORDER, OR STANDARD.
RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH
OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN
APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN
APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A
FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN".
THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE,
AND BE SECURED TO THE STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS
DESCRIBED IN CHAPTER 4 OF THE 2009 KING COUNTY SURFACE
WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL
BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER
ACCEPTABLE DETECTION.
D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE
SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL
LOTS.
E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE
LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS,
TELEPHONE, TELEVISION).
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND
MAINTAINED BY THE LOT HOME OWNER.
G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING
FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED
TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM
INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE.
23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED,
LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST
DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER
SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE
MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE
ADDED TO MAINTAIN THE MOISTURE CAPACITY.
24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY
PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE
CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE
CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED
WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF
RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER
FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED
DURING CONSTRUCTION.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT,
FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE,
HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY
IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK
WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN
APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION
SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD
SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA)
SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE
WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS
(RMC 4-3-050).
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION
FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE
OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B,
IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR
ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND
BEYLER CONSULTING ASSUMES NO RESPONSIBILITY. ALL
TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS
OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT,
CHAPTER 49.17 RCW.
1
H
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R-392406
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BEYLER DEVELOPMENT ENGINEERING ' SURFACE WATER UTILITY
CONSULTING `~�
CONTACT (Fitz -James 04/30/2018 krevans 05/04/2018
phone: 253-301-4157 OFFICE Q
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
DATE: O
CITY OF BOUN SHORT PLAT 12/14/2017 =
RENTON CONSTRUCTION PLANS PAGE:FIELDOOK:NA
ANA
LU16-000124 SHPL-A U16-006297 PAGE: z
• � f 7 DRAWING N0:
Planning/Building/Public Works Dept. GRADING/PAVING/STORMWATER PLAN & PROFILE C6
DUVALL AVE NE SHEET: 6 OF: 19
CO
6'
12'
6'
0.
60101
PROPOSED
co
8'PLANTER
X15
SW: 433.31
0.6%
6.
/o
SW: 43 .07
vi
010
p5
0
Fo
PROPOSED
5' SIDEWALK
d0 SW: 433.14 d0
M
47'
35' 12'
1 12' DEDICATION
U U I PER DEED REC #
O
oI 20050823000001
W I oil
ail
21.5' 13.5'- I lr BOUN SHORT PLAT
5'± I I I I (ON-SITE GRADING)
12'± EXISTING
PAVEMENT I I VARIES
15.8'± EXISTING PAVEMENT I I 4 8 M PLANTER MAX
27.8'± PAVED ROADWAY �*
1, 5' SIDEWALK PER
CITY OF RENTON
ill 4.5' STD. PLAN 102 (TYP)
WALK
EXISTING � I I I
ROAD CROWN
@ ROW CIL
2%±
PROPOSED
3' SAWCUT
COMPACT SUBGRADE TO
ACHIEVE 95% OF MAXIMUM
DENSITY STANDARD PROCTOR
1.5% (MIN.)
1" X1.5%
PROPOSED CURB & GUTTER
(PER COR DETAIL 101)
.4" HMA CL z"
(PG 64-22) (MIN.)
6" CSTC
CHELAN AVE NE TYPICAL ROAD SECTION (47' ROW)
SCALE: N.T.S. (STA 1+99.39 TO STA 2+56.04)
12'-15' GRAVEL ACCESS ROAD
71� SLOP4"CRUSHED
oE VARIES SURFACING TOP �1E
(12% MAX.) _ COURSE (CSTC)
6" QUARRY
SPALLS
GEOTEXTILE
FABRIC
TYPICAL MAINTENANCE ACCESS ROAD SECTION
SCALE: NTS
=9
/1\ I ` 1 S W: 433.1
MA
-d0
SW: 433.29
DO
434................................................................ ABBREVIATION KEY
SW: FINISHED GRADE ELEVATION @ TOP OF SIDEWALK
FL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURB
TBC: FINISHED GRADE ELEVATION @ TOP BACK OF CURB
DRI VEWA Y DETAIL
SCALE: 1 "=5'
O U O
W � W
� U
CLCL0
O 00
CLI
a
23.5' RIGHT OF WAY DEDICATION
12'
10' 10'
PLANTER
2
20' PAVED ROADWAY 5' SIDEWALK PER
(MIN.) CITY OF RENTON
STD. PLAN 102 (TYP)
1. 5% (MIN.) BOUN SHORT PLAT
(ON-SITE GRADING)
201- ,1.5%
TIE IN TO
EXISTING GRADE
@ 2:1 (MAX.)
PROPOSED CURB & GUTTER
(PER COR DETAIL 101)
�4"HMA CL z"
(PG 64-22) (MIN.)
6" CSTC
COMPACT SUBGRADE TO
ACHIEVE 95% OF MAXIMUM
DENSITY STANDARD PROCTOR
CHELAN AVE NE TYPICAL ROAD SECTION (35' ROW)
SCALE: N.T.S. (STA 3+27.79 TO STA 4+04.20)
SURVEY DATUM
VERTICAL DATUM: HORIZONTAL BASIS OF BEARING:
NAVD88 THE MONUMENTED CENTERLINE OF NE 10TH STREET
BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER
BENCHMARK: CITY OF RENTON SHORT PLAT RECORDED UNDER
CITY OF RENTON BENCHMARK #RENT159 RECORDING NUMBER 20120110900001
BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOP
OF MONUMENT CASE AND COVER IN THE CENTER OF THE N 88030'08" W
INTERSECTION AT NE 12TH STAND UNION AVE NE
ELEVATION=415.961 EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
4/25/18
NO.
U
16' ROW DEDICATION
2' 6' 6' 2'
12' PAVED ROADWAY
/b 221., i2% i20/
COMPACT SUBGRADE TO 4" HMA CL z"
ACHIEVE 95% OF MAXIMUM (PG 64-22) (MIN.)
DENSITY STANDARD PROCTOR 6" CSTC
CHELAN PLACE NE TYPICAL ROAD
SECTION (LOOKING NORTH)
SCALE: N.T.S.
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B
1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE
WATER UTILITY.
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF
RENTON PLAN REVIEW SECTION AND THE APPLICANT.
3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC
WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL
ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM
THE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALL
CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
4, APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN
DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER
CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER
CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER
DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE
APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY
DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN
APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT,
SURFACE WATER UTILITY SECTION.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE
HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO
WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED
WITH A WRITTEN DECISION BY THE CITY OF RENTON.
7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO
OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE
INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW
AND APPROVAL PRIOR TO CONSTRUCTION.
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT
SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED
UNLESS AN APPROVED SET OF PLANS THAT MEET ALL
REQUIREMENTS OF CHAPTER 4 OF THE 2009 KING COUNTY SURFACE
WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE
CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE
NOTED ON THE PLANS.
10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF
STORMWA TER FACILITIES MUST BE SUBMITTED TO THE CITY FOR
REVIEW AND APPROVAL.
11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE
BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD
PROCTOR.
12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED
UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS
SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON
THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN
ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION
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 AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING
ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
REVISION
Know what's below.
Call before you dig.
SURVEYED: SCALE:
BEYLER CONSULT.
DESIGNED: 1
DTY/KRD
DRAWN:
DTY/KRD
ONE INCH
CHECKED: AT FULL SCALE
DRB IF NOT ONE INCH
BY DATE AP P R APPROVED: SCALE ACCORDINGLY
DRB
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
U
(n Q � .
W � W
U Un
WI U.
U U U
Q Q Q
16' ACCT SS EASEMENT
PROPOSED 2' 1
ASPHALT WEDGE 12' PAVED ROADWAY 4'
U� 2'
0
VARIES i2 1/. VARIES
74" HMA CL z"
(PG 64-22) (MIN.)
6" CSTC
COMPACT SUBGRADE TO
ACHIEVE 95010 OF MAXIMUM
DENSITY STANDARD PROCTOR
ACCESS EASEMENT TYPICAL ROAD SECTION
SCALE: N.T.S.
STANDARDS.
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION
PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY
MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS
COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS
PASSED.
14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN
OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL
CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE
PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE
OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS
WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE
EXCEPTION OF PVC PIPE.
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT
TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND
MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE
STRUCTURES ASSOCIATED WITH A PERMANENT
RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN
ACCORDANCE WITH RENTON MUNICIPAL CODE TABLE 4-2-11 OA
SETBACKS LINES.
19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW
PAVEMENT LEVEL.
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON
RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A
MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE
BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF
ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST
MEET THE FOLLOWING SPECIFICATIONS:
4 - 8 INCH ROCK 140 - 70% PASSING;
2 - 4 INCH ROCK/ 30 - 40% PASSING; AND
LESS THAN 2 INCH ROCK/ 10 - 20% PASSING.
21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE
CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED
BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION.
AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF
THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON
COMPLETION.
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH
INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR
INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE
FOLLOWING:
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST
ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF
DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS,
AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS,
OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS,
TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE,
FEDERAL. OR LOCAL LAW, ORDINANCE, CODE, REGULATION,
RULE, ORDER, OR STANDARD.
RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH
OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN
APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN
APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A
FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN".
THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE,
AND BE SECURED TO THE STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS
DESCRIBED IN CHAPTER 4 OF THE 2009 KING COUNTY SURFACE
WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL
BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER
ACCEPTABLE DETECTION.
D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE
SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL
LOTS.
E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE
LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS,
TELEPHONE, TELEVISION).
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND
MAINTAINED BY THE LOT HOME OWNER.
G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING
FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED
TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM
INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE.
23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED,
LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST
DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER
SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE
MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE
ADDED TO MAINTAIN THE MOISTURE CAPACITY.
24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY
PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE
CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE
CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED
WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF
RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER
FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED
DURING CONSTRUCTION.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT,
FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE,
HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY
IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK
WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN
APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION
SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD
SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA)
SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE
WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS
(RMC 4-3-050).
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION
FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE
OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B,
IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR
ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND
BEYLER CONSULTING ASSUMES NO RESPONSIBILITY. ALL
TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS
OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT,
CHAPTER 49.17 RCW.
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R-392406
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BEYLER DEVELOPMENT ENGINEERING ' SURFACE WATER UTILITY
CONSULTING `~�
CONTACT (Fitz -James 04/30/2018 krevans 05/04/2018
phone: 253-301-4157 OFFICE Q
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
DATE: O
CITY OF BOUN SHORT PLAT 12/14/2017 =
RENTON CONSTRUCTION PLANS PAGE:FIELDOOK:NA
ANA
LU16-000124 SHPL-A U16-006297 PAGE: z
• � f 7 DRAWING N0:
Planning/Building/Public Works Dept. GRADING/PAVING/STORMWATER PLAN & PROFILE C6
DUVALL AVE NE SHEET: 6 OF: 19
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