HomeMy WebLinkAboutR-383903I -
1
U)
UJ
1
n
LLI
Z
H ^J^
U 0.
W
D I-
nf cr
O
Z
c/)
W
W
z
z
W
y
y
Q1
c
v
0
v+
c
d
c
c
W
1.11rn
c
w
c
c
W
L0
CL
V)
c
0
c
a�
W
cn
a)
a'
r
00
0
v
.a
c
O
N
O
0:
rn
N
i
0
0
0
j
U
a�
.o
IL
a
z
J
U-
2' TO 8' HIGH RETAINING
WALL TO BE DESIGNED AND
PROVIDED BY OTHERS
(SEE SECTION 2 THIS SHEET
FOR ADDITIONAL WALL INFO)
.SLOPE
F[PE LLOWAIlit9
�I
PWO moravAL
I
OR= ORM
K� P'+. y � N•✓` :- aer�a�.rrsva-mru.� .. s�o.e..m.me..m..m.eq
Agit
WYORM 2"Ef.
PCIB IV NVOi"f'
. ', �' ` •�,, �'� �'� ..�'s �, �` uy � ; �. � r� �: ��� ��'1 � � dol I> I�elil
,.' lye I"i.. 13lriiaNl est. F I�
>s i t
2. ;.
mklmm: I: beaw ft: 6vdx wmA aro ftt olulmilt 0 ft pipe.
{{ A ! 1 11: :. .. � 91 the gap �Aft AO fw` O1
t • <. " . depth i s 'IInPgd°" waft :ice: I"` : ire
431 owlImo: ' ' ` 4. Thib lImm and FM RVAK 1 ftrW *w,
PfAdT SAM 8W MW
.TW Plmm# Bm Seugm- � 1m a ad Imo, � frmy
bo fj� � er of c V.
8. ' s too of ft pmesa kKw sec&n.
. All 1b: W * dull �: r inti: n pi d.
rte: 8 : In ftft In mm, 08=011
tell, wk,
Imo:-'ammAl"W PINC&ST Spam cTU "
DEllikETNINT
V--ARCI 2008:
z
27RIGHT OF WAY DEDICATION
�'
z
Ln
I
I
5' 20' ROADWAY IMPROVEMENT
OW
c�
2'
�0 3' 2'
20' ROADWAY
2'
3 W
CONC CURB
I w
w �
~' O
RENTON PLAN REVIEW SECTION AND THE APPLICANT.
SEE ROADWAY SECTION 1 FOR
TYPE 1 WSDOT BEAM
�u_ o
I
- 2%
GUARD RAIL W/ SKT-TL2
v
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
TERMINAL. (SEE SHEET
o
E bwG_ RADE
I
C10 FOR DETAILS) 4" HMA CL 1/2"
(n I
!r
(PG 64-22)
PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL
VARIES
ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM
EX PRIVATE ---- ; , ` r COMPACT SUBGRADE TO
DRIVE ACHIEVE 95% OF MAXIMUM
DENSITY STANDARD PROCTOR
W
TYPE 31 WSDOT BEAM GUARD
I RAIL PER WSDOT STANDARD
cj� I PLAN (SEE SHEET C10 FOR
DETAILS, TOGETHER WITH
ul
THE ACCOMPANYING WALL
U-) DESIGN PLANS PREPARED BY
EARTH SOLUTIONS NW INC.)
2' TO 8' HIGH RETAINING
WALL TO BE DESIGNED AND
PROVIDED BY OTHERS
NOTE: ALL WALLS 4' OR
HIGHER ARE TO BE
DESIGNED BY A STATE
LICENSED STRUCTURAL
I ENGINEER
I
5�
6" CSTC
rj---� ROADWAY SECTION
C3) SCALE: N. T. S.
EX 40' ROW
z
J
1.
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION
I
I
5' 20' ROADWAY IMPROVEMENT
OW
c�
2'
2' 1 r
J
p I
EXTRUDED
o
CONC CURB
I w
w �
~' O
RENTON PLAN REVIEW SECTION AND THE APPLICANT.
SEE ROADWAY SECTION 1 FOR
3.
PAVEMENT SPECIFICATIONSro
I
- 2%
THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE
4" CRUSHED ROCK
LEVELING PAD (5/8 MINUS) •A
2 R DAD WAY SECTION
C3 SCALE: N. T. S.
8" WATER MAIN
EXTENSION
DRAINAGE FILL
- 4" PERFORATED
RIGID DRAIN PIPE
EX GRADE
r'
1
r
SURFACE WATER STANDARD PLAN NOTES
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-8
STANDARDS.
1.
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION
DATE:
WATER UTILITY.
PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY
2.
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS
o
PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF
COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS
w �
~' O
RENTON PLAN REVIEW SECTION AND THE APPLICANT.
PASSED.
3.
ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH
14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN
THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE
OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC
PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
c
WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE
PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL
OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE
ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
THE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALL
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS
CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
4.
APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN
MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER
BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C" WITH THE
CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER
EXCEPTION OF PVC PIPE.
DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT
APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY
TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN
17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND
APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT,
MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE
SURFACE WATER UTILITY SECTION.
STRUCTURES ASSOCIATED WITH A PERMANENT
5.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
WHENEVER CONSTRUCTION IS IN PROGRESS.
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN
6.
GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE
ACCORDANCE WITH RENTON MUNICIPAL CODE TABLE 4-2-110A
HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO
SETBACKS LINES.
WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED
19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW
WITH A WRITTEN DECISION BY THE CITY OF RENTON.
PAVEMENT LEVEL.
7.
IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON
OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE
RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A
INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW
MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE
AND APPROVAL PRIOR TO CONSTRUCTION.
BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF
8.
FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT
ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED
QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST
UNLESS AN APPROVED SET OF PLANS THAT MEET ALL
MEET THE FOLLOWING SPECIFICATIONS:
REQUIREMENTS OF CHAPTER 4 OF THE 2009 KING COUNTY SURFACE
4 - 8 INCH ROCK/ 40 - 70% PASSING;
WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
2 - 4 INCH ROCK 130 - 40% PASSING; AND
9.
DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE
LESS THAN 2 INCH ROCK/ 10 - 20% PASSING.
CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE
21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE
NOTED ON THE PLANS.
CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED
10.
ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF
BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION.
STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR
AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF
REVIEW AND APPROVAL.
THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON
11.
ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE
COMPLETION.
BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH
PROCTOR.
INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR
12.
OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED
INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE
UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS
FOLLOWING:
SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST
THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN
ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF
ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION
DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS,
AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO
Z ACCESS & UTILITY EASEMENT �, w
I (WIDTH VARIES) i
W I �-
2' 20' ROADWAY i
0 W
9.5' 16' I Q
I
= I ,p
j PERVIOUS I =
o = ASPHALT I o
Ln SEE DETAILS z
I _ ON SHEET C4
GRADING P ANA TION`
SERE
PROPOSED 4" WATER
MAIN EXTENSION
NO. I REVISION
1
1' TO 2.5' HIGH
RETAINING WALL
E,`< GRADE w,__3
PROPOSED 8" SEWER
MAIN EXTENSION
r3---� ROADWAY SECTION
C3 SCALE: N.T.S.
TYPE 1
CATCH
BASIN
12" RECTANGULAR
ADJUSTMENT SECTION
4" WALL
DRAIN PIPE
REMOVE THE 3 UNUSED KNOCKOUTS
TO ALLOW FOR WATER TO EXIT THE
STRUCTURE AND TO INFILTRATE IN
SURROUNDING DRAIN ROCK
SIDES OF HOLE LINED
WITH FILTER FABRIC
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).
4 DRY WELL DETAIL
C3 SCALE: NTS
L
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 7602 Bridgeport Way W
beylerconsulting.com Lakewood, WA 98499
SURVEYED: SCALE: VERTICAL-NAVD 1988
B EYLE R CONSULT. 1 „= 2 0' HORIZONTAL: NAD 1983/1991
DESIGNED:
BML
DRAWN:
JAP ONE INCH DATU M
CHECKED: AT FULL SCALE
BML _ IF NOT ONE INCH
BY DATE AP P R APPROVED: SCALE ACCORDINGLY
LCB
CITY OE
RENTON
Planning/Building/Public Works Dept.
PLAN VIEW
SECTION VIEW
48" DIA. HOLE FILLED
WITH 1 z"- 3" WASHED
DRAIN ROCK
1 ' MIN COVER
OVER DRAIN ROCK
N
1-
MIN 1' ABOVE SEASONAL
HIGH GROUND WATER TABLE
KENNYDALE VUE POINT SHORT PLAT
CONSTRUCTION PLANS
LUA14-000859 & U14-005633
SURFACE WATER NOTES & DETAILS
DATE:
01/27/2015
FIELDBOOK: NA
PAGE: NA _
DRAWING NO:
C3
SHEET: OF: 3 13
A -ININ N N Al )
O
i
L
G)
z'
00
m
m
G)
z
c
9
Im
m
m
CITY OF RENTON
APPROVED BY:
DATE:
APPROVED BY:
DATE:
APPROVED BY:
DATE:
APPROVED BY:
DATE:
KENNYDALE VUE POINT SHORT PLAT
CONSTRUCTION PLANS
LUA14-000859 & U14-005633
SURFACE WATER NOTES & DETAILS
DATE:
01/27/2015
FIELDBOOK: NA
PAGE: NA _
DRAWING NO:
C3
SHEET: OF: 3 13
A -ININ N N Al )
O
i
L
G)
z'
00
m
m
G)
z
c
9
Im
m
m
n
�m
d
Z d
� N
o
o trj
w �
~' O
y
m
n
d
�
o
m
c
Z