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SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B
1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE
IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER
UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS:
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY
OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH
THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF
VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S)
SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN
THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH
APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND
OBSERVED DURING CONSTRUCTION. DURING THE
CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS
SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR
FOR THE DURATION OF CONSTRUCTION.
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED
AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR
THE DURATION OF THE PROJECT. ADDITIONAL MEASURES,
SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH
PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS
ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY
DOES NOT OCCUR FOR THE DURATION OF THE PROJECT.
5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL
FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR
TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT
TRANSPORTATION OF SEDIMENT TO SURFACE WATER,
DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL
EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED
IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT
CLEARING AND/OR CONSTRUCTION IS COMPLETE AND
POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE
IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND
ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS
SHALL BE THE RESPONSIBILITY OF THE PERMITEE.
6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS
DEPICTED ON THIS DRA WING ARE INTENDED TO BE MINIMUM
REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL
CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT
MORE EROSION AND SEDIMENTATION CONTROL FACILITIES
WILL BE NECESSARY TO ENSURE COMPLETE SILTATION
CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF
CONSTRUCTION, IT SHALL BE THE OBLIGATION AND
RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW
CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND
TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE
MINIMUM REQUIREMENTS, AS MAYBE NEEDED, TO PROTECT
ADJACENT PROPERTIES AND WATER QUALITY OF THE
RECEIVING DRAINAGE SYSTEM.
7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION
CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF
STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES,
RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY
EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO
DAYS DURING THE WET SEASON (OCTOBER 1 ST THROUGH
MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON
(APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY
STABILIZED WITH THE APPROVED ESC COVER METHODS (E. G.,
SEEDING, MULCHING, PLASTIC COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL
REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES
CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE,
UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN
ADJUSTMENT PROCESS.
10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH
APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.
11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING
IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN
(7) DAYS.
12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED
AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN
24 HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE
ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL
CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED
PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT
FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM
SYSTEM.
14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH
30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT
ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS,
SHALL BE COVERED BY MULCH, SODDING OR PLASTIC
COVERING.
15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A
TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE
NECESSARY EROSION CONTROL MEASURES AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT
FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION
SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED
SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET
ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL
DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH
ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER
RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE
WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH
MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO
REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF
RENTON FOR REVIEW.
JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS. USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS
6' MAX.
Ll
POST SPACING MAY BE INCREASED
TO 8' IF'WIRE BACKING IS USED
2"x2" BY 14 Ga. WIRE OR
EQUIVALENT, IF STANDARD
--------------
STRENGTH FABRIC USED
- T -
I !
FILTER FABRIC -�
� i 2
I ,N
!----
:1-i 1 I,- ! ---
MINIMUM
- MINIMUM 4"x4" TRENCH
_I BACKFILL TRENCH WITH
NATIVE SOIL '
2"x4" WOOD POSTS. STEEL FENCE X/
POSTS, REBAR, OR EQUIVALENT
NOTES
1. CONDITION OF USE
1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW.
ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE
AVAILABLE ON SITE.
AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15MM) FOR SILT FILM
50.100 SIEVE SIZE 0.30-0.15MM) FOR OTHER FABRICS
WATER PERMITTIVITY ASTM D491) 0.02 SECA-1 MINIMUM
GRAB TENSILE STRENCHT (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGH FABRIC
100 LBS. MIN. FOR STANDARD STRENGHT FABRIC
GRAB TENSILE ELONGATION (ASTM D4637.)130 % MAX.
ULTRAVIOLATE RESISTANCE (ASTM D4355)170 % MIN.
2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST
SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V
2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE
IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT
FENCE.
3. MAINTENANCE STANDARDS
3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY.
3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND
THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP
SEDIMENT.
3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH.
3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
1`VY-.O
�'' �' PUBLIC WORKS SILT FENCE STD. PLAN - 214.00
' DEPARTMENT ------------------------------------- --- -- --- - - --- --- -----
'T? MARCH 2008
3 MYLARS
2 REVISED PER CITY OF RENTON COMMENTS, DATED 0611612014
1 REVISED PER CITY OF RENTON COMMENTS, DATED 0611212014
NO. REVISION
m
0
INSTALL DRIVEWAY CULVERT IF THERE
IS A ROADSIDE DITCH PRESENT. AS
PER CITY ROAD STANDARDS
4--8" QUARRY SPALLS J
GEOTEXTILE--------------------
DRIVEWAYS SHALL BE PAVED TO THE EDGE
OF R -O -VV PRIOR TO INSTALLATION OF THE
CONSTRUCTION ENTRANCE. TO AVOID
DAMAGING OF THE ROADWAY
IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
12" MIN. THICKNESS PROVIDE FULL WIDTH OF
NOTES INGRESS/EGRESS AREA
1. CONDITION OF USE
1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON
PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
GRAB TENSILE STREBNGTH (ASTM D4751) 200 PSI MIN.
GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX.
MULLEN BURST STRENGTH(ASTM D3786 -BOA) 400 PSI MIN.
AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE)
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED
FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY
AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO
PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.
2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY
INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.
3. MAINTENANCE STANDARDS
3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE
STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE
ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH
CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.
3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY
SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET,
EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A
SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND
DISCHARGED APPROPRIATELY.
3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE
INSTALLED TO CONTROL TRAFFIC.
STD. PLAN - 215.10
�' `�' PUBLIC WORKS STABILIZED
---------------------------------------------------------------------
` DEPARTMENT , CONSTRUCTION ENTRANCE
v
MARCH 2008
STANDARD STRENGTH GRATE
FILTER FABRIC
C ----------
CATCH
- ----CATCH BASIN
NOT"
1. CONDIITION OF USE
1.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS
THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP.
1.2. MAY BE USED ANYWHERE AT THE APPLICANTS DISCRETION TO PROTECT DRAINAGE SYSTEM,
1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE
CURB IS OVERTOPPED BY PONDED WATER.
2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY
LIMITED AND DISCOURAGED.
3. MAINTENANCE STANDARDS
3.1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED
WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE.
G
PUBLIC WORKS FILTER FABRIC PROTECTION STD. PLAN -216.20
DEPARTMENT
MARCH 2008
VARIES - SEE CONTRACT PLANS
BROOMED SEE NOTE 1 -�, VARIES ••- SEI: CONTRACT PLANS
FINISH ITYP.) _1 �- FINISH )
Y i 318" EXPANSION JOINT (TYP) - �. BROUMIED DRIVEWAY
CEMENT CONC- PEDESTRIAN CURB (TYP-) (TYP-
1 ! _ SEE STANDARD PLAN E-31111 SEE NOTE 1 - j _ ENTRANGE
j1NNEh SPECIFIED Ni CONTRACT) i
SEE STANDARD PIAN "&12 S�IYDEWALK
s l r CEMENT CONC. SIDEWALK CEMENT CONCRETE
3" R. I y 1 SIDEWALKIly
P) CTYP
N F-80.19 ti'• ~` I ` . '�'\ %
MATCH SIDEWALKVTH , • _�a• ,V
MD
SEE CONTRACT PLANS XzAa+
4' - 0 MIN } '� ,.
�,� , � . 1 ` .•.�;.
CEMENT CONCRETE CURB J' DRIVEWAY
�, . 0„ 2, - $,
PLAN VIEW (i>
CEMENT CONCRETE J d GUTTER (SEE NOTE 3) TAPER (TYR) C �.,_ DRIVEWAY
OFE' �Y ENTRANCE
CURB & GUTTER NOTES (TYP.I (TYP )
TYPE 1 (SEE NOTA X VVfwn the driveway width exoepds 15 feet, construct a roll depth PLAN VIEW
15' MAX, SEE N07E 6 VARIES -SEE expansion joint with Mr' joinit filler Mong the driveway owitarlins. TYPE 2
GRADE _ CONTRACT PLANS Sae Standard Plan FV. 10. Construct expansion pints
BREAK ti I GRADE BREAK parallel with rile canUmline w required at 16 fleet maximum c ROADWAY
LIP TTERRETWEEN
uEE CONTRACT PLgN;, SEE CONTRACT PLANS - ROPDWAY BUTTER 8 CURB,
N07 STEEPER THAN
I� When d rVeS� Wd16 exceed 30 feet
MAX.. fo ROAD GRADE 8.3% MAX. W DR SEE CONTRACT ?CANS
2. See Standard Plan F-39.10 roll sidewalk details. 1P" R. (TYP.) - '
1' -PRESSE URB
j GUTTER IEEE NOTE 3)
` .. � aloes rxAx
PEDESTRIAN RAMP 3. Curb and gutter shown; see the Contract Plans for the I;_..----.----- -...._-- _.
I PEDESTRIAN RAMP •..• . .. , . %
I. I curb design >9pec�lied. See at■naerd Plan F-14:12 I
IL cFtAmr rnNCRETE GRADE J! �.3111" EXPANSION JOINT (TYR.) Mr Curb Details_ URNEWAY J
SIDEWALK (TYR,) BREAK SECTION - SEE STANDARD PLAN F-3/.19 i .�" (SEE NOTE Tj SIDEWALK %.- DRIVEWAY RAMP
4 Avoid placing drainage structtres, junction boxes (SEE
318" EXPANSION JOINT (TYP.) ,
1J2" MAX: LIQ BETWEEN or other obstrudials in frUrt of driveway entrances. SEE STANDARD PLAN F-90.10 SECTION C
SEE CONTRACT SEE CONTRACT 1T ROADWAY GUTTER &CURB, 5 1HIFIem "GRADE BREAK' is Called out the enure length of the
1!2" RPLANS PLANS DEPRESSED
CURB re
OR SEE coCF°lAA�S ibetween the two adjacent surface planes shall be flush_
. �� UR
(Ty?-) ;r S GUTTER 13 The curb ramp maximum running slope shall not require the
SEE CONTRACT PLANS ' (SEE NOTE 3) r th to exceed 15 feet to avoid chasm the sl LEGEND
.... ......
-� -
--- ----.. . • T •� -� SLOPE IN EITHER DIRECTION
AAAX `� rllielX when obnnectiin9 � steep grads 4M1en`2
applying the 15 fora inex. length, the running slope � L'
DRIVE4YAY KAMP of the curb ramp shall be as flat as fsasal*e ,�ti oY adsyt
;-- V.8" EXPANSION JOINT (TYP)
DRIVEWAY- SEE STAIMARD PLAN F-30.16 7. Pay item does not include driveway
(SEE NOTE 7) See Contract Plans.
SECTION
"CEMENT CONCRETE DRIVEWAY"CEMENT CONCRETE DRIVEWAY 1032nso
,�, 9 4 A.
O
ENT1
RANC E TYPE " PAY LIMITS f ly / ENTRANCE TYPE r' PAT LIMITS ' �9./a� f g T1d a VF
DRIVEWAY _ _ DRIVEWAY
(SEE NOTE 7) (SEE NOTE 7) CEMENT CONCRETE
f
DRIVEWAY ENTRANCE
,� 1 -' CL 4000 CONCRETE -, ; : - .!%- t%� TYPES 9s 213 & 4
CL. 4000 CONCRETE :.: ��..r PER STANDIARD SPEC. 9-06.3
PER STANDARD SpP�..&08.3 ' STANDARD PLAN F-60.90-02
f
- ISi:111IETRlC VIEW
TYPE I PAY LINUTS
V8?Ir. AL: NAVD 1988
HORIZONTAL• NAD 1963/1991
DATUM
'A
- 13tXYETRIC VIEW
TYPE 2 - PAY UMTS
4 0, CITY OF
RENTON
Planning/Building/Public Works Dept.
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
Pasco Sako0ch Ul 03-15.12
aTAMDESIGN FAnINeiw DATE
Adw
iWaWnwsn SNI* 06PNI" wws of 7mm p. it Id -
R-3146 I 0
CITY OF RENTON
APPROVED BY: -, ``-' DATE: ', 0.41
APPROVED BY:
APPROVED BY:
APPROVED BY:
MELROSE SHORT PLAT
CONSTRUCTION PLANS
U14002532
TESC NOTES AND DETAILS
DATE:
DATE:
DATE:
DATE:
5/6/2014
rd1D9oOK: NA
PAGE: NA
DROAM NO:
C3
SHEET: OF: 7
SU
CONSULT.
SCALEBEYLER ,
1 to - 0
DESIGNED:
BML
BML
08113114
BML
06122114
DRAWN.
JAP
ONE MICH
AT FULL SCALE
IF NOT ONE PCH
SCALE ACCORDINGLY
BML
06127114
CHECKED:
BML
BY
DATE
AP P R
A "wm:
LCB
V8?Ir. AL: NAVD 1988
HORIZONTAL• NAD 1963/1991
DATUM
'A
- 13tXYETRIC VIEW
TYPE 2 - PAY UMTS
4 0, CITY OF
RENTON
Planning/Building/Public Works Dept.
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
Pasco Sako0ch Ul 03-15.12
aTAMDESIGN FAnINeiw DATE
Adw
iWaWnwsn SNI* 06PNI" wws of 7mm p. it Id -
R-3146 I 0
CITY OF RENTON
APPROVED BY: -, ``-' DATE: ', 0.41
APPROVED BY:
APPROVED BY:
APPROVED BY:
MELROSE SHORT PLAT
CONSTRUCTION PLANS
U14002532
TESC NOTES AND DETAILS
DATE:
DATE:
DATE:
DATE:
5/6/2014
rd1D9oOK: NA
PAGE: NA
DROAM NO:
C3
SHEET: OF: 7