HomeMy WebLinkAboutS-274002N2" CLAS
°.�
CENTER
CL OR LAN[
CL
2" TO
CLASS
CLASS
ca
J
ru
n0
d o
o..
z
y'c
O O
Ey 3 <
E -' W
E~ W IL d
'E
a
o a�i
EU`.
I.
mmml
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
6.5' MIN.
;IN 1' IMIN MIN MINIMIN
CLA SS 'B' *ACP CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL OR
AS REQUIRED BY ENGINEER
TYP. PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO ROADWAY C/L
NOT TO SCALE CITY OF RENTON STD. DET. HR - -23
1
6" "TIDEFLEX" VALVE
OR APPROVED EQUAL
(REDVALVE CO.)
NIPPLE AS
REQUIRED FIELD
VERIFY
6" OUT VIII 6" IN
I� /o
CHANNEL TO
MATCH VALVE OPEN
PROFILE VIEW
CONCRETE BLOCKING
CAST IRON EE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) EQUAL TO MUELLER CO. A- 2380 -16
DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
16" x 8" x 4" MININUM STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
CONCRETE BLOCK 7 CU. FT. MINIMUM WASHED GRAVEL PASSING
1 -1/2" AND RETAINED ON 1/4" MESH FOR DRAIN.
LEVEL ALL
G'OUNU MIN. RADIUS
ONE MAN i
ROCK O
1 6
i
FILL CUT
HYDRANT LOCATION IN CUT OR FILL
FIRE HYDRANT ASSEMBLY
PER CITY OF RENTON STD. DET. BR24
SSMH #2 VALVE DETAIL
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110
-OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M k H 929
1/2 "X4" EXPANSION
AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT
INLET WITH LUGS,
5 -1/4" MAIN VALVE OPENING. TWO 2 -1/2" HOSE CONNECTIONS
NATIONAL STANDARD THREADS. 4' PUMPER CONNECTION CITY OF
SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD
1/2 "X4" EXPANSION
X 5' STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE.
1 -1/4" PENTAGON OPERATING NUj. FIRE HYDRANT TO BE
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE
PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL.
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4 -1/2" TRENCH.
1/4 "R AT JOINTS
FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED.
18" TO 20'
MAX {
OR 12" BEHIND BACK OF SIDEWALK
MIN 2
THAT IS ADJACENT TO CURB
RAISED PAVEMENT MARKER TYPE 68 AS
j
STIMSONITE TWO -WAY BLUE.
\
FOUNDRYC CO. ASTANPARDA8 TOP SECTION WI�HOREGULAR
CONCRETE BLOCKING
CAST IRON EE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) EQUAL TO MUELLER CO. A- 2380 -16
DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
16" x 8" x 4" MININUM STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
CONCRETE BLOCK 7 CU. FT. MINIMUM WASHED GRAVEL PASSING
1 -1/2" AND RETAINED ON 1/4" MESH FOR DRAIN.
LEVEL ALL
G'OUNU MIN. RADIUS
ONE MAN i
ROCK O
1 6
i
FILL CUT
HYDRANT LOCATION IN CUT OR FILL
FIRE HYDRANT ASSEMBLY
PER CITY OF RENTON STD. DET. BR24
SSMH #2 VALVE DETAIL
1/2 "X4" EXPANSION
EXISTING ASPHALT 1.0'' NEW CURB
MATERIAL
1/2 "X4" EXPANSION
NOT TO SCALE
PAVEMENT & GUTTER
1/4 "R AT JOINTS
MATERIAL
SAWCUT
1/4 "R AT JOINTS
FOR 3/4" TO 2" DCVA, USE FOGTITE CONCRETE METER
O
M. CONC. CURB
FLUSH WITH
BOX NO. 2T (17 "x28 ") WITH 3/8" STEEL COVER PLATE
METER BOX SHALL
,P.
AND 3U_i7ER
FINISH GRADE
BE DOUBLE STACKED.
FOR 2 -1/2" TO 3" DCVA, USE UTILITY VAULT CO. MODEL
(TYPICAL)
4" A.T.B.
6" CRUSHED ROCK NOTE:
25TA OR EQUAL.
SCORE LINES TO
RESIDENTAAL STREET MINIMUM MUST MATCH EXISTING THICKNESS
BE RADIAL
,1
.11 II11L T11�111
�11111�
AND CUTTER +
1111\ \�\111I�1111;I111111=
_
6" CRUSHED ROCK • OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT
UNION4L) �i 1.`
11I Il\�Il! _111 AFTER FIELD INSTALLATION, DCVA MUST BE
i1//2*x4"LE P NSION
E
LINES
CURB AND GUTTER REPACEMENT DET.
N�
f
._ 1��- TESTED SATISFAC`ORILY BY A DEPARTMENT
\��-
AT JOINTS
B e
"111..
c7
TOES EALTH CERTIFIED SACKFLOW ASSEMBLY
< <
o TEST REPORT MUST BE SUBMITTED TO CITY
"W" -WIDTH OF
SIDEWALK
w:R -J7 -laoo
6" CLEARANCE.
OF RENTON WATER UTILITY ENGINEERING
A�'1 \� PRIOR TO ACTIVATION OF NEW LINE.
File:
P: \S,nSKPRO,I
1
\6777 -n9OW1 n" /T;. to /no /loop nu,t c,..- 1_11
"
\Fi777
\FN('INFFRINC,,
AFTER TESTING & APPROVAL, PLUG ALL
TEST COCKS WITH BRASS PLUGS.
IPM ROTS
TO CITY METER
_
- _ -TO PRIVATE SYSTEM
JOINTS: DUMMY JONT SHALL
NOT BE LESS THAN 3116"
BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C /C. THEY SHALL
N THICKNESS AND SHALL BE EXTENDED 2' BELOW TH R
7�—_K7/8' MINUS GRAVEL
12' MINIMUM
BELOW GROUND INSTALLATION FOR
lillip NOT TO SCALE PER CITY OF RENTON STD. DET. BR54
• DOUBLE ....
E Cl1RE LANE.
1/2" THRU JOINTS SHALL BE PLACED AT All COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL
EXTEND 1" BELOW CONCRETE.
WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT.
1 /2 "X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO PT.'S AT ALL CURB RETURNS. 1/2 "X4"
EXPANSION MATERIAL SHALL BE PLACED AT EVERY THIRD SIDEWALK PANEL THE CONCRETE MIX FOR SIDEWALKS
SHALL CONFORM TO THE REQUIREMENTS OF CUSS 8 (3/4 ") WITH MR ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 21hi00LED FINISH.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR)
1/2"X5" EXPANSION
1/2 "X5" EXPANSION MATERIAL
MATERIAL CURB RETURN ONLY
CURB RETURN ONLY
1 /4 " /FT. SLOPE 1/4 " /FT. SLOPE
1/2 "R /2 "R
4' i"
4" S7 M C
STANDARD CEM. CONC. PAVEMENT AS CUR80 ARf�D GU7TERONC. PAVEMENT AS
CURB AND GUTTER PER PLANS PER PLANS
SECTION B -B SECTION A -A
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPEMENT STANDARDS
TYPICAL SIDEWALK DETAIL
PER CITY OF RENTON STD. DET. Fl
Q.�] I ROLL 159
SIDEWALK
5 '`g• RNEWAY OR ALLEY
g? a RESIDENTIAL: 10' MIN. TO 20' MAX.
3/8'1 EXPANSION . COMMERCIAL: 15' MIN. TO 30' MAX.
JOINTS s INDUSTRIAL: 15' MIN. TO 50' MAX.
SEA NOTE 2
1 SE 1NOE"1 g�� SIDEWALK
ALTERNATE 1 A
�i 4•'
WHEN THERE IS A PLANTING STRIP 10 "'
EXPANSION JOINT
3/8" EXPANSION
SEE NO E 2
DRIVEWAY OR ALLEY
A
RESIDENTIAL 10' MIN. TO 20' MAX.
' 4 COMMERCIAL: 15' MIN. TO 30' MAX.
Y' INDUSTRIAL: 15' MIN. TO 50' MAX.
3/8" EXPANSION
JOINTS SEe NOTE S.
SEE NOTE 2 SIDEWALK
ALTERNATE 2 A��
WHEN SIDEWALK IS NEXT TO CURB 10" 4
EXPANSION
JOINTS SEE
NOTE I}2
1 • �\
CURB FACE BACK OF SCORE LINE
1' APPROACH
1
6 RESIDENTIAL DETAIL A
10" 8 10" COMMERCIAL OR
CURB AND GUTTER INDUSTRIAL APPROACH WITH
SHOWN HOWEVER, SEE DETAIL "A" MONOLITHIC CURB
OTHER BE USEDU(S E MAY SECTION A -A SEE NOTE 5
STANDARD PLANS)
mm,
MMAY "M SMALL BE RACED NOT TO MM 15' C NOR LESS THIN 10' C/C. THEY SHALL
NOT BE LESS THAN 3 16 N THICKNESS Mro SHALL 2 -1/4" DEEP.
2. 12" THRU JONES SHALL BE RACED AT BACK, SLOES MID FROM (BEHNO CURB) OF APPROACH,
J. C0.".CREIE SHALL BE CLASS 30M MR ENTRAINED
4. All JONES SKILL BE CLENNED AND EDGED.
5. APPROACH SHN1 NDT BE POURED INTEGRAL WITH CURB AND GUTIER, BUT WAY BE POURED
INTEGRAL WITH STANDARD CURB (SEE DETAA "A ").
S. SUBGRAOE COMPACTION SHU BE 95% MOOIFIEO PROCTOR.
CEMENT CONC. DRIVEWAY OR ALLEY APPROACH
NOT TO SCALE PER CITY OF RENTON STD. DET. FRO17
CAUTI QN VALVE BOX SHOULD NOT REST ON PIPE. (PROPERTY LINE)
LATER COMPACTION IN AREA OF VALVE BOX COULD T
CAUSE THE BREAKAGE OF THE SERVICE.
;';w•.�,:'%! LEAVE EXPOSED N14' ' MIN.
4 BY PASS NOT _ " MAX.
�OR j?IGATION
5 ETErcS 7
8 9
2 3 7 HALPRIVATE CONN CBTINHERE
1
CRUSHED ROCK BASE
TO SUPPORT VAULT.
MATERIAL LIST FOR 1 1/2' SERVICE WITH METER LOCATED IN RIGHT -OF -WAY BEHIND
SIDEWALK
1. 2" TAPPED TEE.
2. 6" LONG X 2' BRASS NIPPLE WITH THREADED ENDS (MIFT).
3. 2' DOUBLE DISC GATE VALVE (FULL OPENING FOR TAPPING) WITH THREADED "ENDS,
SQUARE OPERATING NUT AND VALVE NUT EXTENSION IF REQUIRED (DWG.
BR46 /PAGE 8090).
4. TWO PIECE CAST IRON VALVE BOX. STANDARD 6" TOP SECTION WITH REGULAR
BASE SECTION, LENGTH TO FIT, -LUC- TYPE COVER.
5. 2' X 1 1/2" HEX BRASS BUSHING (MIPT X FIPT).
2 EACH 1 1/2' BRASS OR BRONZE NIPPLES 6' LENGTH, THREADED ENDS
2 EACH 1 1/2" - 909 BRASS OR BRONZE ELBOWS (FIPT X FIPT).
6. 1 1/2' (MIPT) X COMPRESSION FITTING, FORD C84 -66 OR EQUAL.
7. 1 1/2' SOFT COPPER TUBING TYPE h(," LENGTH TO M.
6. 1 1/2" PACK -JOINT 90o ELL, FOR FORD L44 -77 OR EQUAL
9. 1 1/2' CUSTOMSETER WITH BY -PASS FORD VFH 66 -128 X 13 3/16' OR EQUAL,
WITH FLANGED ANGLE VALVE AND PADLOCK WINGS ON INLET, AND ANGLE CHECK
VALVE OUTLET, BALL VALVE ON BYPASS WITH PADLOCK WINGS. CUSTOMSETER
SHALL HAVE VERTICAL INLET AND OUTLET.
10. RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY
CONTRACTOR.
11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON
PAYMENT OF ALL RELATED WATER METER FEE AND SATISFACTORY PRESSURE AND
PURITY TESTS. ,
12. 17' X 28' CONCRETE METER BOX WITH 3/8" STEEL DIAMOND -PLATE COVER EQUAL
TO FOG TIE METER SEAL CO. NO. 2T. METER BOX SHALL BE DOUBLE STACKED.
13. THE PROPERTY OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR
EXTENSION OF WATER SERVICE.
1 -1/2" WATER SERVICE DETAIL
Cm OF RENTON STD. DET. FR01N
FC
RY
PER
CPO, " - .22k "It ( S- 270, 662 S,An„ p',.. )
Fig
Q
•i
co
00
■
N
Q
IL
Q�
W
O
N
� H N
n_
n
V N
Q V
S E
V t
l
��
4 CC'A ,
CITY OF RENTON i
MEPAF9TMENT OP PUBLIC WC> RK8
DETAILS
—11 SW 43rd STREET AND OAKE
DA,t< . N°.
ui
U
m
:wJ
EXISTING ASPHALT 1.0'' NEW CURB
PAVEMENT & GUTTER
SAWCUT
O
I
v
ARTERIAL STREET MINIMUM
3" CLASS "B" A.C.
4" A.T.B.
6" CRUSHED ROCK NOTE:
RESIDENTAAL STREET MINIMUM MUST MATCH EXISTING THICKNESS
4" CLASS B" A.C. IF GREATER,
6" CRUSHED ROCK • OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT
CURB AND GUTTER REPACEMENT DET.
aW
NOT TO SCALE PER CITY OF RENTON STD. DET. FRO5
w:R -J7 -laoo
File:
P: \S,nSKPRO,I
o
\6777 -n9OW1 n" /T;. to /no /loop nu,t c,..- 1_11
\Fi777
\FN('INFFRINC,,
E Cl1RE LANE.
1/2" THRU JOINTS SHALL BE PLACED AT All COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL
EXTEND 1" BELOW CONCRETE.
WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT.
1 /2 "X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO PT.'S AT ALL CURB RETURNS. 1/2 "X4"
EXPANSION MATERIAL SHALL BE PLACED AT EVERY THIRD SIDEWALK PANEL THE CONCRETE MIX FOR SIDEWALKS
SHALL CONFORM TO THE REQUIREMENTS OF CUSS 8 (3/4 ") WITH MR ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 21hi00LED FINISH.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR)
1/2"X5" EXPANSION
1/2 "X5" EXPANSION MATERIAL
MATERIAL CURB RETURN ONLY
CURB RETURN ONLY
1 /4 " /FT. SLOPE 1/4 " /FT. SLOPE
1/2 "R /2 "R
4' i"
4" S7 M C
STANDARD CEM. CONC. PAVEMENT AS CUR80 ARf�D GU7TERONC. PAVEMENT AS
CURB AND GUTTER PER PLANS PER PLANS
SECTION B -B SECTION A -A
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPEMENT STANDARDS
TYPICAL SIDEWALK DETAIL
PER CITY OF RENTON STD. DET. Fl
Q.�] I ROLL 159
SIDEWALK
5 '`g• RNEWAY OR ALLEY
g? a RESIDENTIAL: 10' MIN. TO 20' MAX.
3/8'1 EXPANSION . COMMERCIAL: 15' MIN. TO 30' MAX.
JOINTS s INDUSTRIAL: 15' MIN. TO 50' MAX.
SEA NOTE 2
1 SE 1NOE"1 g�� SIDEWALK
ALTERNATE 1 A
�i 4•'
WHEN THERE IS A PLANTING STRIP 10 "'
EXPANSION JOINT
3/8" EXPANSION
SEE NO E 2
DRIVEWAY OR ALLEY
A
RESIDENTIAL 10' MIN. TO 20' MAX.
' 4 COMMERCIAL: 15' MIN. TO 30' MAX.
Y' INDUSTRIAL: 15' MIN. TO 50' MAX.
3/8" EXPANSION
JOINTS SEe NOTE S.
SEE NOTE 2 SIDEWALK
ALTERNATE 2 A��
WHEN SIDEWALK IS NEXT TO CURB 10" 4
EXPANSION
JOINTS SEE
NOTE I}2
1 • �\
CURB FACE BACK OF SCORE LINE
1' APPROACH
1
6 RESIDENTIAL DETAIL A
10" 8 10" COMMERCIAL OR
CURB AND GUTTER INDUSTRIAL APPROACH WITH
SHOWN HOWEVER, SEE DETAIL "A" MONOLITHIC CURB
OTHER BE USEDU(S E MAY SECTION A -A SEE NOTE 5
STANDARD PLANS)
mm,
MMAY "M SMALL BE RACED NOT TO MM 15' C NOR LESS THIN 10' C/C. THEY SHALL
NOT BE LESS THAN 3 16 N THICKNESS Mro SHALL 2 -1/4" DEEP.
2. 12" THRU JONES SHALL BE RACED AT BACK, SLOES MID FROM (BEHNO CURB) OF APPROACH,
J. C0.".CREIE SHALL BE CLASS 30M MR ENTRAINED
4. All JONES SKILL BE CLENNED AND EDGED.
5. APPROACH SHN1 NDT BE POURED INTEGRAL WITH CURB AND GUTIER, BUT WAY BE POURED
INTEGRAL WITH STANDARD CURB (SEE DETAA "A ").
S. SUBGRAOE COMPACTION SHU BE 95% MOOIFIEO PROCTOR.
CEMENT CONC. DRIVEWAY OR ALLEY APPROACH
NOT TO SCALE PER CITY OF RENTON STD. DET. FRO17
CAUTI QN VALVE BOX SHOULD NOT REST ON PIPE. (PROPERTY LINE)
LATER COMPACTION IN AREA OF VALVE BOX COULD T
CAUSE THE BREAKAGE OF THE SERVICE.
;';w•.�,:'%! LEAVE EXPOSED N14' ' MIN.
4 BY PASS NOT _ " MAX.
�OR j?IGATION
5 ETErcS 7
8 9
2 3 7 HALPRIVATE CONN CBTINHERE
1
CRUSHED ROCK BASE
TO SUPPORT VAULT.
MATERIAL LIST FOR 1 1/2' SERVICE WITH METER LOCATED IN RIGHT -OF -WAY BEHIND
SIDEWALK
1. 2" TAPPED TEE.
2. 6" LONG X 2' BRASS NIPPLE WITH THREADED ENDS (MIFT).
3. 2' DOUBLE DISC GATE VALVE (FULL OPENING FOR TAPPING) WITH THREADED "ENDS,
SQUARE OPERATING NUT AND VALVE NUT EXTENSION IF REQUIRED (DWG.
BR46 /PAGE 8090).
4. TWO PIECE CAST IRON VALVE BOX. STANDARD 6" TOP SECTION WITH REGULAR
BASE SECTION, LENGTH TO FIT, -LUC- TYPE COVER.
5. 2' X 1 1/2" HEX BRASS BUSHING (MIPT X FIPT).
2 EACH 1 1/2' BRASS OR BRONZE NIPPLES 6' LENGTH, THREADED ENDS
2 EACH 1 1/2" - 909 BRASS OR BRONZE ELBOWS (FIPT X FIPT).
6. 1 1/2' (MIPT) X COMPRESSION FITTING, FORD C84 -66 OR EQUAL.
7. 1 1/2' SOFT COPPER TUBING TYPE h(," LENGTH TO M.
6. 1 1/2" PACK -JOINT 90o ELL, FOR FORD L44 -77 OR EQUAL
9. 1 1/2' CUSTOMSETER WITH BY -PASS FORD VFH 66 -128 X 13 3/16' OR EQUAL,
WITH FLANGED ANGLE VALVE AND PADLOCK WINGS ON INLET, AND ANGLE CHECK
VALVE OUTLET, BALL VALVE ON BYPASS WITH PADLOCK WINGS. CUSTOMSETER
SHALL HAVE VERTICAL INLET AND OUTLET.
10. RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY
CONTRACTOR.
11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON
PAYMENT OF ALL RELATED WATER METER FEE AND SATISFACTORY PRESSURE AND
PURITY TESTS. ,
12. 17' X 28' CONCRETE METER BOX WITH 3/8" STEEL DIAMOND -PLATE COVER EQUAL
TO FOG TIE METER SEAL CO. NO. 2T. METER BOX SHALL BE DOUBLE STACKED.
13. THE PROPERTY OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR
EXTENSION OF WATER SERVICE.
1 -1/2" WATER SERVICE DETAIL
Cm OF RENTON STD. DET. FR01N
FC
RY
PER
CPO, " - .22k "It ( S- 270, 662 S,An„ p',.. )
Fig
Q
•i
co
00
■
N
Q
IL
Q�
W
O
N
� H N
n_
n
V N
Q V
S E
V t
l
��
4 CC'A ,
CITY OF RENTON i
MEPAF9TMENT OP PUBLIC WC> RK8
DETAILS
—11 SW 43rd STREET AND OAKE
DA,t< . N°.
ui
U
m
:wJ