HomeMy WebLinkAboutR-390206Is
AS
Ica,
SEE NOTE /B"R X 5/8"D DUMMY JOINT BEE NOTE
2'-0" z'- D" b
r
�
I
3/8" PREMOLDED JOINT FILLER (TYP)
CURB
AND GUTTETE
CURB AND GUTTER
5"
� 5"
PLAN VIEW
FACE OF CENTERLINE OF
CURs 1 5 FRAME J}GRATE
5 1 2" 1" (LOB-)
FRAME AND GRATE - NOT INCLUDED
1 /2" R. 1" R. MATCH ROADWAY IN CURB AND GUTTER BID REM
SLOPE
• " 3 R. I
D 1R. RECESS
TOP or
ROW W WAY
i
• •D
D FADJUSTMENT SECTION - NOT INCLUDED
'D' IN CURB AND GUTTER BID ITEM
P ..
• CATCH BASIN - NOT 64CLUOM
D . IN CURB AND GUTTER BID ITEM
SECTION O
/
GENERAL NOTES:
J
/
The intent of this design is to facilitate the removal
/
of a catch basin with minimal disturbance
of the curb.
?. The expansion joints of the
adjacent sidewalk shall
/
be adjusted to be In
I
line wlth these Curb /
expansion joints.
\ ISO�&4C VIEW
�L
PLAN- 101.1
CEMENT CONCRETE
CURB
PROS ' D
,.� PUBLIC WORKS
INSTALLATION
AT
d DEPARTMENT
CATCH
BASINS
DATE
DRIVEWAYS SHALL BE PAVED TO THE EDGE
OF R-0-W PRIOR TO INSTALLATION OF THE
j\N POPO
G
CONSTRUCTION ENTRANCE TO AVOID
Ey'vs /
DAMAGING OF THE ROADWAY
IT IS RECOMMENDED THAT THE
R = 25' MIN.
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
INSTALL DRIVEWAY CULVERT IF THERE
IS A ROADSIDE DITCH PRESENT, AS
PER CITY ROAD STANDARDS
4"-8" QUARRY SPALLS
GEOTEXTILE
,5
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
3036MAX.
MULLEN BURSTSTRENGTH JASTM D3786-BDA
400 PSI MIN.
ADS (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 ANYTIME 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.
PUBLIC WORKS STABILIZED STD. PLAN - 215.10
DEPARTMENT CONSTRUCTION ENTRANCE
NT MARCH 2O08
Green Lake Engineering, LLC
6045 4th Ave. NE, Seattle, WA 98115
Phone:206-525-5332
email: bob.kehrli@greenlakeengineering.com
Contact : Bob Kehrli, PE
PORTION OF THE SE 1/4 , NE 1/4 SECTION 4, TWP. 23 N, RGE. 5 E., W.M.
Il
_ BID ITEM II. NCLUOES IIDEWALNRAIIFS', _
6' MIN. VARIES ISEE NOTE I) fi 1.1 N
ISEE NOTE B) Imo- :ISEE NQTE A) '
I
10 LF REOUIR c
OF PAVED
3R'E%PMIDRMSION EWAY JOINT mP1 CErilEfiT e,
ISEE STD, PUN 1821 1 CONCIrE)E.
' SIOEWA::N:
SEE NOTE5
coSir
g �J
Si
-
O�
CON" lWE
AI4PVITH 12HV
CEMCEUNRtI & W
SLOPE ITYORMET)E)
'4A^rA`Fr�
(MdHP7J (SEE N
j
PLAN VIEW
VARIES'1q- _
;7SEENOtEa.3Y�M,1%. SEE NOTE a 11Yi Pk
I,
fi' MIN' L 6' MIN.
CEIAENTCONCRETE: fi`MIN. OEPRESSEOCURBA:GUIIER;
yOE,A.ALR O \, 3IB'ExPANSXIN JOINT (TYP.) ISEEigTfiaF
SECTION A 15FE STO PLAN 102)
- ,.. D:-R 1TYP.1 _SMCwukLRDT:� . _ II -
t1Er"A:Ew6dkiP)<raAN,.. .P
� ORNEWAYWI -SRNE SLOPE (SIOPE SHOWN EIUGGEMTEO) 5X r
-
J•OWVEWAV�6'MIN .
SE ION O.
CE.MENTCONCRETE
CURB a GUTTER
(SEE NOTE 3)
a
TES see STD. PLAN 104.2
STD. PLAN - 104.AT�E
PUBLIC WORT: CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCE - TYPE R1 PP VED_ / A
MIN MIN MIN MIN MIN
2" CLAS
*2" TO 6" C
OR CI
I� 6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5E MIN.
1' 1' 2.5'
MIN MIN MIN MIN MIN
2" CLASS 'B'
CRUSHED ROCK, FLOWAE - I ILL
OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS, SEE DWG# HR-05,
SP PAGE H032
��(,` 3 WASH
O�
00 0`
?� 48089
F �FG/STER�C
TONAL
Gregg'Zimmerman, merman, Public Works Administrator
OF CURB OR
OF PAVEMENT
;ENTER LINE OR
ANE LINE
S*
D SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
tiT ADOPTED
C.2C CITY OF RENTON
STANDARD PLANS
LST DATE:02/05
DWG. NAME: H032-1 SP PAGE: H032.1
1 PER CITY REVIEW COMMENTS
3 PER CITY REVIEW COMMENTS
NO.
REVISION
i 12"
DR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
I�
9
#3 BAR EACH CORNEF
#3 BAR EACH SIDE
#3 BAR EACF. ..,,
PRECAST BASE SECTION
#3 BAR EACH CORNER
18' MIN
#3 BAR HOOP
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
12"
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP*
12"
(STD. SPEC. 9-05.20)
SOLID WALL PVC
15„
(STD. SPEC. 9-05.12(1))
PROFILE WALL PVC
15'
(STD. SPEC. 8-05.12(2))
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
1. As acceptable alternatives to the rebar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
wire mesh having a minimum area of 0.12 square Inches per foot shall
be used with the minimum required Taber shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
knockouts.
2. The knockout diameter shall not be greater than 20". Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe is installed, fill the gap with joint mortar in accordance
with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
4. The frame and grate must be installed with the flange down.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7. All pickup holes shall be grouted full after the basin has been placed.
8. All grade rings and castings shall be set in mortar in accordance with
Standard Specification 9-04.3.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
ti�Y 0 STD. PLAN - 200.00
PUBLIC WORKS CATCH BASIN TYPE 1
DEPARTMENT
gN,tO MARCH 2O08
EX. SEWER MAIN
_SPOOL (LENGTH AS NEEDED)
6" sFv,'FR sruHL
PROPERTY LINE
= I
FUTURE 4" SIDE SEWER
OC----------�
\
`SEWER I
`- 2"N 4" STUD MARKING POST PAINTED
MAIN TEE X 5" TEE
6' CAP/ WHITE WITH THE WORD "SEWER' STENCILED
I
IN 3" HIGH BLACK LETTERS AND #8 WIRE
i
WRAPPED AROUND THE STUD AND
M
EXTENDED TO THE TOP OF THE STUD.
COUPLING (TYP.)
3c
I i
I
8'X6'XS' SURFACE CLEANOUT WITH CAST IRON RING AND COVER
~ I
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
APPROVED EQUAL, SPECIFY -SEWER" ON LID),
F. I
(SEE STD. PLAN 403.1 FOR INSTALLATION)
I
--------------T'-J ----
,,_J JM EAGLE THREADED CLEAN -OUT ADAPTER HUB
BEND AS A PLUG (OR APPROVED EQUAL)
REOUIRED
EXISTING SANITARY _a
SEWER MAIN -2 0% IN. OPE
1 ` FUTURE 4" SIDE SEWER
\-6" SEWER STUB 6'X6'X6' WYE `FUTURE 6"N 4" REDUCER
SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDUFIFS FOR QXK SEWER CONNECTIONS TO EXISTMIC SEWER M w
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAN - CUT IN A NEW PVC "TEE' USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC dt C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
tlJ�
3000 PSI MIXCONCRETE
- /►5 '� G
BLOCKING
C� 2% MIN SLOPE
HORIZONTAL
6" TEE
6" MIN. SEWER MAIN SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER
NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5-
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
IR)PUBLIC WORKS
STANDARD SIDE SEWER STD. PLAN - 406.1
INSTALLATION
� DEPARTMENT
(SEWER MAIN TO PROPERTY LINE) u
RMK
10 30 15
RMK
SURVEYED:
HANSEN SURVEYING
SCALE:
SCALE
RMK
7 01 16
RMK
DESIGNED:
R. KEHRLI, P.E.
DRAWN:
R. KEHRLI, P.E.
ONE INCH
CHECKED:
C. WILLIAMS, P.E.
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS. USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS.
POST SPACING MAYBE INCREASED
TO V IF WIRE BACKING IS USED
2"xZ' BY 14 GB. WIRE OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
BACKFILL TRENCH WITH
NATIVE SOIL
2'x4' WOOD POSTS, STEEL FENCE
POSTS, REBAR, OR EQUIVALENT
Z
i
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.
3010DSIEVESRE(O:D IMM)FORSILTFILM
ADS (ASTM D4751)
5Q10OSIEVE SIZE Q30.0.15MM FOROTHER FABRICS
WATER PERMITTIVITY ASTM D491
0.02SECII MINIMUM
��' MIN. FOR EXTRA STRENGH FABRIC
GRAB TENSILE STRENCHT(ASTM D46321
100 LSS. MIN. FOR STANDARD STRENGHT FABRIC
GRAB TENSILE ELONGATION ASTM D4632
30%MAX.
ULTRAVIOLATE RESISTANCE(ASTM D4355)
70%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 2HAV
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. SEDMENT MOST BE REMOVED WHEN SEDIMENT IS 8 INCHES HIGH.
3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
STD. PLAN - 214.00
PUBLIC WORKS SILT FENCE
DEPARTMENT
gN MARCH 2O08
rRECESSED Not to Scale
LIFT POCKET FRAME
�SEWER
3/4" LETTERING "SEWER" 2-Or DIAMETER 2�-0"
GO
(2) BOL 15 XC ( S�AINLESS) STEEL
REF. PART #00981177
o o
-3/16"
8" CLASS "B" SAND OR
110-11/2" 5/8" ASPHALT EXPANDABLE
FOAM
�12
T
2-1/4" I BOLT DETAIL
45' (1/8) BEND �
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
I) BEND
NOTES:
1. B" AND 6" CLCAN-OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 003691303) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
STD. PLAN - 403.1
• PUBLIC WORKS 8" OR 6" CLEANOUT °"OVE°
UR DEPARTMENT FOR SANITARY SEWER MAIN
LLJ W LLJ LL1
Q Q Q Q
0 0 0 0
CAFE 811 BEFORE YOU DIG M M M M J
VERTICAL: NAVD,988 CITY OF WATER MAIN EXTENSION & STORM DRAIN p
HORIZONTAL: NAD 1983/1991 /� F8/ 110/201 6
RENTON TUSCANY CONSTRUCTION, LLC PAGE:
DATU M DETAILS DRAWING N0:
Planning/Building/Public Works Dept.
3956 NE 24TH STREET SHEET: Q OF: Q
R-390206 NEMA E S