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CONSTRUCTION DETAILS
EJ CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO 2" OPEN PATTERN, RETURN BEND - 180'
11-1/4' BEND 22-1/2* BEND 45' BEND CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED 2"GALVANIZED IRON PIPE FIELD
EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST LOCATE
;:1 PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. 2" 90' ELBOW
CUT OPENING AS REQUIRED, AFTER
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-o CAST IRON CAP OR PLUG WITH INSTALLATION, GROUT AROUND PIPE.
F 2" IPS TAP SHALL BE A
2" UNION
ROCKWELL 482 END CAP 2" BEEHIVE STRAINERCOUPLING. SHORT NIPPLE
CAP2" GALVANIZED IRON PIPE 2" CLOSE NIPPLE
D WATER MAIN � AS REQUIRED. z"x2"x2" TEE � 2" UNION
TEE
17"x30" PLASTIC METER BOX EQUAL TO MID STATES
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THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
FIRM SILT OR
SOIL FIRM SILTY SAND COMPACT SAND
COMPACT SAND & GRAVEL
90'45' BEND 11 1/4' 90' 45' BEND 11 1/4' 90'
45' BEND 11 1/4'
FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND
TEE CAP OR PLUG & 22 1/2'
BEND BEND
BEND
4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2
1.6 1.6 1.0
6" 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0
3.5 3.5 1.4
8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8
6.3 6.3 2.5
12" 53.0 37.51 37.5 15.0 26.5 18.8 18.8 7.5 20.0
14.0 14.0 5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12".
4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
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MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
PLASTIC, BCF SERIES 1730-18 WITH 2 THICK DUCTILE
2" CLOSE NIPPLE�/' 18„ IRON DIAMOND PLATE. 18"x31" MSCBC 173OR
2" 90° ELBOW 2" GALVANIZED IRON PIPE, 12" 2" BRONZE GATE VALVE, SCREWED EQUAL
LONG. TO RED -WHITE VALVE CORP. FIG NO. 280
2" RESILIENT SEAT GATE VALVE WITH
THREADED ENDS
PLAN 2" 90' BENDS WITH CLOSE
NIPPLE BETWEEN BENDS
2" GALVANIZED IRON PIPE TO FIT
- °° CLOSE
°o°° o° ° o 0 o NIPPLE
12" MIN. o o ° o ° °o 2 CORPORATION STOP 90' BEND,
-
Q. ° °o I.P. THREAD TO COPPER, EQUAL
° o °, TO FORD FB 500.
2" TYPE K SOFT
COPPER TUBING TO FIT
DOUDLE STRAP SERVICE CLAMP WITH 2"
IPS TAP TO FIT, EQUAL TO MUELLER CO.
TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED 2" 90' ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2"
WASHED GRAVEL, PASSING IPS TAP TO FIT, EQUAL TO MUELLER CO.
EQUAL TO RICH VALVE CO. STANDARD (SEE DWG BR46 / PAGE B090) " 1-1 2AND RETAINED ON
/ AIR AND VACUUM VALVE 2" ASSEMBLY
8" TOP SECTION, WITH REGULAR INSTALL 2" 90' ELBOW, SCREWED 1/4" MESH FOR DRAIN APCO NO. 1452C OR EQUAL.
�\ BASE SECTION LENGTH TO FIT.
l _F 2" PLUG, SCREWED
a
q �• 2" GALVANIZED IRON PIPE 12" LONG
2" GALVANIZED IRON PIPE
8 4 0" \ �• AS REQUIRED.
a �/� 2" RESILIENT GATE
VALVE, SCREWED INSTALL 2° 90' ELBOW,
THRUT BLOCe FA
AREASREFERSKTOEARI G - SCREWED
FACE OF BLOCK MEASURED
IN SQUARE FEET 2" GALVANIZED IRON
NOTES: PIPE AS REQUIRED. NOTE:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES ELEVATION AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION
WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING CAN BE INSTALLED.
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2"). PLANTING STRIPS, BEHIND CURB AND SIDEWALK.
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
•
UtiaY PUBLIC WORKS • CONCRETE BLOCKING FOR STD. PLAN - 330.2 c�tiaY PUBLIC WORKS 2 BLOW -OFF STD. PLAN - 340.2 "1aY o' PUBLIC WORKS 2" AIR &VACUUM RELEASE STD. PLAN - 340.4
• �
DEPARTMENT HORIZONTAL AND DOWNWARD A + DEPARTMENT TEMPORARY ASSEMBLY +``ate DEPARTMENT ASSEMBLY
VERTICAL BENDS MARCH 2010 �� 1VT0� MARCH 2010 N�p� MARCH 2010
RESERVED
PARKING
(WHITE)
(BLUE)
12% 18" SIGN
TEXT ACCORDING TO
LOCAL JURISDICTIONAL
INSTALL SIGN PER
CBC 1129B.4
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VAN
ACCESSIBLE
REQUIREMENTS
1. Provide a separate Curb Ramp for each marked or unmarked crosswalk.
PEDESTRIAN CURB -
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MIN- FINE
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Crosswalk, or as shown in the Contract Plans.
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2. Where "GRADE BREAK!' is called out, the entire length of the grade
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break between the two adjacent surface planes shall be flush.
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3. Do not place Gratings, Junction Boxes, Access Covers, or other appurts-
C
nances in front of the Curb Ramp or on any part of the Curb Ramp or
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F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
DETECTABLE WARNING SURFACE -
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m�o� HEIGHTS ACCORDING TO LOCAL REQUIREMENTS 36"x36" BLUE
IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC, STENCILED SIGN
LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE
= Ln V)N 1z IVWALKING SURFACE Parking Stall Stencil
FLEXIBLE POST ON SHORT POLE INSTALLATIONS
ZUMAR INDUSTRIES (800) 426-7927 OR
2"0 STEEL POLE ON INSTALLATIONS ABOVE 5'-0"
Sign
Parkin
Accessible Parking Sign
NOT TO SCALE
4'-0"MIN.-
SEE CONTRACT PLANS"
318" EXPANSION JOINT
SEE STANDARD PLAN F-30. LANDING
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CURB AND GUTTER,-:
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PEDESTRIAN CURB - 318" EXPANSION JOINT� J
SEE NOTE 9 SEE STANDARD PLAN LANDING '
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SIDEWALK
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4' - 0" MIN. (TYP.) - _/ L<:
SEE CONTRACT PLANS I CURB RAMP
CURB RAMP
DETECTABLE WARNING SURFACE -
FACE OF CURB SEE STANDARD PLAN F45.10
DEPRESSED CURB & GUTTER
CROSSWALK
CURB & GUTTER
CURB RAMP
4' - 0" MIN. (TYP.) -
SEE CONTRACT PLANS
FACE OF CURB
PLAN VIEW DETECTABLE WARNING SURFACE -
TYPE PARALLEL A SEE STANDARD PLAN F-48.10
4'- V MIN.
SEE CONTRACT PLANS
2.0%MAX.
CEMENT CONCRETE PEDESTRIAN
CURB - SEE NOTE 9
15'-0" MAX. 4'-0"MIN.
SEE NOTE 7 SEE CONTRACT PLANS
SIDEVWILK GRADE BREAK
8.3�i 2.0% MAX.
v CURB RAMP Af
- LANDING
SECTION O
1&-0" MAX.
SEE NOTE 7
GRADE BREAK
LANDING
3/8" EXPANSION JOINT (TYP.) -
SEE STANDARD PLAN F-30.10
SECTION O
"CEMENT CONCRETE CURB RAMP TYPE
PARALLEL A" PAY LIMIT - SEE NOTE 6 T _-
SEE STANDARD PLAN F-45.10 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details.
See Contract Plans for width and placement of sidewalk.
i� DEPRESSED CURB & GUTTER 8, The Bid Item "Cement Concrete Curb
p Type ype -" does not include
the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian
Curb, or Sidewalks.
7. The Curb Ramp maximum running slope shall not require the ramp length
PLAN VIEW to exceed 15 feet to avoid chasing the slope indefinitely when connecting
TYPE PARALLEL B to steep grades. When applying the 154bot max. length, the running slope
of the curb ramp shall be as flat as feasible.
GRADE BREAK 8. Curb Ramp, Landing, and Flares shall receive broom finish. See Standard
Specifications 8-14.
COUNTER SLOPE TOP of 9. Pedestrian Curb may be omitted if the ground surface at the back of the
f 5AX ROADWAY Curb Ramp and/or Landing will be at the same elevation as the Curb
Ramp or Landing and there will be no material to retain.
DEPRESSED CURE 8 GUTTER -
SEE STANDARD PLAN F-10.12
AND NOTE 6
15'- 0" MAX. _ 4' - 0" MIN. c.' .
SEE NOTE 7 PEE CONTRACT PLAN0LEGEND
SIDEWALK - - GRADE BREAK SLOPE IN EITHER DIRECTION
GRADE B
L83%[LMAXKWFTUK
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8.33 CURB RAMP LLANDING PEDESTRIAN CURB
< 3/8" EXPANSION JOINT (TYP.) -
SEE NOTE 9
r C L CURB RAMP SEE STANDARD PLAN F-30.10
SECTION O
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ISOMETRIC VIEW
TYPE PARALLEL A PAY LIMIT
"CEMENT CONCRETE CURB RAMP TYPE
PARALLEL B" PAY LIMIT - SEE NOTE 6
ISOMETRIC VIEW
TYPE PARALLEL B PAY LIMIT
SURVEYED: SCALE:
DESIGNED:
KEH
DRAWN:
RDC/KEH
CHECKED:
KEH
N0. REVISION BY DATE APPR APPROVED:
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10 AL
PARALLEL CURB RAMP
STANDARD PLAN F-40.12-02
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Pasco Bakotich 111 6/20/13
UrATE DESIGN ENGINEER DATE
T WDahinyron Stale Deporlm.nt of Tionspartalim
VERTICAL: NAVD 1988
NA HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
C TY OF
RENTON
Planning/Building/Public Works Dept.
By:
its
By -
By:
RECOMMENDED FOR APPROVAL
Date:
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18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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NOTES
1. Provide a separate Curb Ramp for each marked or unmarked crosswalk.
PEDESTRIAN CURB -
Curb Ramp location shall be placed within the width of the associated
SEE NOTE 9
Crosswalk, or as shown in the Contract Plans.
/
2. Where "GRADE BREAK!' is called out, the entire length of the grade
break between the two adjacent surface planes shall be flush.
3. Do not place Gratings, Junction Boxes, Access Covers, or other appurts-
C
nances in front of the Curb Ramp or on any part of the Curb Ramp or
Landing.
�3'R.
4. See Contract Plans for the curb design specified. See Standard Plan
F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
DETECTABLE WARNING SURFACE -
Pedestrian Curb details.
SEE STANDARD PLAN F-45.10 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details.
See Contract Plans for width and placement of sidewalk.
i� DEPRESSED CURB & GUTTER 8, The Bid Item "Cement Concrete Curb
p Type ype -" does not include
the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian
Curb, or Sidewalks.
7. The Curb Ramp maximum running slope shall not require the ramp length
PLAN VIEW to exceed 15 feet to avoid chasing the slope indefinitely when connecting
TYPE PARALLEL B to steep grades. When applying the 154bot max. length, the running slope
of the curb ramp shall be as flat as feasible.
GRADE BREAK 8. Curb Ramp, Landing, and Flares shall receive broom finish. See Standard
Specifications 8-14.
COUNTER SLOPE TOP of 9. Pedestrian Curb may be omitted if the ground surface at the back of the
f 5AX ROADWAY Curb Ramp and/or Landing will be at the same elevation as the Curb
Ramp or Landing and there will be no material to retain.
DEPRESSED CURE 8 GUTTER -
SEE STANDARD PLAN F-10.12
AND NOTE 6
15'- 0" MAX. _ 4' - 0" MIN. c.' .
SEE NOTE 7 PEE CONTRACT PLAN0LEGEND
SIDEWALK - - GRADE BREAK SLOPE IN EITHER DIRECTION
GRADE B
L83%[LMAXKWFTUK
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8.33 CURB RAMP LLANDING PEDESTRIAN CURB
< 3/8" EXPANSION JOINT (TYP.) -
SEE NOTE 9
r C L CURB RAMP SEE STANDARD PLAN F-30.10
SECTION O
r
ISOMETRIC VIEW
TYPE PARALLEL A PAY LIMIT
"CEMENT CONCRETE CURB RAMP TYPE
PARALLEL B" PAY LIMIT - SEE NOTE 6
ISOMETRIC VIEW
TYPE PARALLEL B PAY LIMIT
SURVEYED: SCALE:
DESIGNED:
KEH
DRAWN:
RDC/KEH
CHECKED:
KEH
N0. REVISION BY DATE APPR APPROVED:
JGH
� 4ATRlc�
�0 *e 34363
e OI STO G1�
10 AL
PARALLEL CURB RAMP
STANDARD PLAN F-40.12-02
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Pasco Bakotich 111 6/20/13
UrATE DESIGN ENGINEER DATE
T WDahinyron Stale Deporlm.nt of Tionspartalim
VERTICAL: NAVD 1988
NA HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
C TY OF
RENTON
Planning/Building/Public Works Dept.
By:
its
By -
By:
RECOMMENDED FOR APPROVAL
Date:
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18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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38950 p �4
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6/11/2018
Project #: 12740
GGress: 4815 NE 4TH AVE
RENTON, WA
CONSTRUCTION
DETAILS
Date:
Drowing No.:
Date C20of 25
Date
DATE:
AS BUILT S TORAGE ONE ON 4TH EXPANSION
Permit NO. U15008468 FIELDBOOK:
PAGE:
DRAWING NO:
4815 NE 4TH AVE
E ET- OF-
R -389617
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Project #: 12740
GGress: 4815 NE 4TH AVE
RENTON, WA
CONSTRUCTION
DETAILS
Date:
Drowing No.:
Date C20of 25
Date
DATE:
AS BUILT S TORAGE ONE ON 4TH EXPANSION
Permit NO. U15008468 FIELDBOOK:
PAGE:
DRAWING NO:
4815 NE 4TH AVE
E ET- OF-
R -389617