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CITY OF RENTON, NAVD 88 TO pR Y W/#p#JOe
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SEE NOTE1 '
CROAM04E PrE OMEC39CATX
ALL STORM DNWIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLONNG MATERIALS UNLESS
OTS SPECIFIED IN THE PLAINS. ALL PIPE JOINTS MUST BE GASKETED W ATERTIGFIT NO
MUST K OF THE SAW MATERIAL AS THE PIK. ALL PIK SHALL HAMS A MINIMUM COINER AS
SPECKED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (MV TO THE
MANUFACTURER'S RECOMMENDATIONS FOR MI IM LIMN COVER FOR HEAVY EQUIPMENT
Lowm).
A. DUCTILE IRON — 4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL BE CtJ►k�iSS 52 AND 16-004
7MMUCH 24—INCH DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDAMM WITH USA
STAINM A-21.1 (ASA C-51). ALL J004TS SHALL BE PUSH—ON. IfAEC IAINICAI., OR
FLAMM (6—INCH MINIMUM COWER).
B. CONCRETE — 4 INCH THROUGH IS INCH DIAMETER PIPE SHALL BE NON— IINFOACED, BELL AND
SPIQOT WITH RU=ER GASKET JOINTS, CONFORMING TO ASTM C-4 (CLASS M). 21 INCH
T1400" 36 INCH DIAMETER PIPE SHALL BE REINFORCED, BELL AND SP10E3T WITH ALIN"
GASKET JOINTS, CONFORMING TO ASTM C-76 (2 FOOT MINIMUM COWER).
C. PVC — 4 INCH THROUGH IS INCH DIAMETER PIPE, WITH 24—INCH TO 36—NIGH OF COVER SMALL
SE IN ACCORDANCE WITH ASTM D3034 SDR 21. 4—INCH THROUGH 18—OCH DIALER PIPE,
WITH ASTM D3034 SDR 35 SHALL HANE 36—INCH MOO" COVER. ALL JOINTS SFIALL K
PUSH—ON WITH RU WR GASKETS. PVC STORM PIPE REQUIRES A.C. COLLARS (I.E.. CATCH
SA8M1 CONNECTION) OR KOR—N—SEAL CONCRETE BOOTS.
D. HELICAL CORRUGATED PLAIN ALUMINUM PIPE (CMP) — 6 INCH THROUGH 18 INCH DIAMETER
PSE SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. 21 INCH TWOUGM
36 INCH DIAMETER PIPE SMALL BE 14 GAUGE WITH 2 1/3 INCH X 1/2 INCH CONAIL"TIONIS.
NEFER TO DETAILS IN THESE PLAINS FOR ANY PIPES L40MR THAN 36 INCH DIAMETER. ALL
ALUMINIZED PIPE SHALL HAVE ASPHALT TREATMENT 1 COATING (2.0—FOOT MINIMUM
COVER).
E. HELICAL. CORRUGATED STEEL PIPE (HCMP) - 6 INCH THROUGH 36 INCH 94ALL K 16 GAUGE
WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. ALL STEEL MATERIALS SMALL SE GALVMNMZED
AND ASPHALT TREATMENT 1 COATED. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES
LAMM THAN 36 INCHES IN DIAMETER (2.0 -FOOT MINIMUM COWER).
F. CORRUGATED POLYETHELENE MEETING THE REQUIREMENTS OF AASHTO M-294. TYPE S. MINIMUM
PIPE DIAMETER SWL BE 8". MAXIMUM PIPE DIAMETER SHALL BE 36" OR THE DiA10M FOR
WWH THE SUPPLIER HAS A JOINT CONFORMING TO ASTM D 3212, WHICIN VER IS LESS. JOINTS
SMALL BE CLASSIFIED ' ED AS "WATERTIG� HT". WATERTIGHT T JOINTS SHALL K MANE WITH A SLEEVE
OR WITH A KLL SPIGOT AND SHALL CONFORM TO ASTM D 3212 (10.8 PSI) USING ELAISTOMETRIC
G+ 'TS CONNFORMINNG TO ASTM F 477. GASKETED JOINTS SWILL BE UJ111111CATEO AS RECOMMIEN
BY THE PRODUCER DURING INSTALLATION. "SOILTIGHT" JOINTS SWILL NOT IRE PEAIMTTED.
FITTINGS SHALL BE SLOW MOLDED. ROTATIONAL MOLDED, OR FACTORY WIELDED. THIERMOPLASTIC
PIPE FITTINGS SMALL MEET THE REQUIREMENTS SET FORTH IN AASHTO M 294.
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#3" EACH
SAM
SEE NOTE1 '
CROAM04E PrE OMEC39CATX
ALL STORM DNWIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLONNG MATERIALS UNLESS
OTS SPECIFIED IN THE PLAINS. ALL PIPE JOINTS MUST BE GASKETED W ATERTIGFIT NO
MUST K OF THE SAW MATERIAL AS THE PIK. ALL PIK SHALL HAMS A MINIMUM COINER AS
SPECKED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (MV TO THE
MANUFACTURER'S RECOMMENDATIONS FOR MI IM LIMN COVER FOR HEAVY EQUIPMENT
Lowm).
A. DUCTILE IRON — 4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL BE CtJ►k�iSS 52 AND 16-004
7MMUCH 24—INCH DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDAMM WITH USA
STAINM A-21.1 (ASA C-51). ALL J004TS SHALL BE PUSH—ON. IfAEC IAINICAI., OR
FLAMM (6—INCH MINIMUM COWER).
B. CONCRETE — 4 INCH THROUGH IS INCH DIAMETER PIPE SHALL BE NON— IINFOACED, BELL AND
SPIQOT WITH RU=ER GASKET JOINTS, CONFORMING TO ASTM C-4 (CLASS M). 21 INCH
T1400" 36 INCH DIAMETER PIPE SHALL BE REINFORCED, BELL AND SP10E3T WITH ALIN"
GASKET JOINTS, CONFORMING TO ASTM C-76 (2 FOOT MINIMUM COWER).
C. PVC — 4 INCH THROUGH IS INCH DIAMETER PIPE, WITH 24—INCH TO 36—NIGH OF COVER SMALL
SE IN ACCORDANCE WITH ASTM D3034 SDR 21. 4—INCH THROUGH 18—OCH DIALER PIPE,
WITH ASTM D3034 SDR 35 SHALL HANE 36—INCH MOO" COVER. ALL JOINTS SFIALL K
PUSH—ON WITH RU WR GASKETS. PVC STORM PIPE REQUIRES A.C. COLLARS (I.E.. CATCH
SA8M1 CONNECTION) OR KOR—N—SEAL CONCRETE BOOTS.
D. HELICAL CORRUGATED PLAIN ALUMINUM PIPE (CMP) — 6 INCH THROUGH 18 INCH DIAMETER
PSE SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. 21 INCH TWOUGM
36 INCH DIAMETER PIPE SMALL BE 14 GAUGE WITH 2 1/3 INCH X 1/2 INCH CONAIL"TIONIS.
NEFER TO DETAILS IN THESE PLAINS FOR ANY PIPES L40MR THAN 36 INCH DIAMETER. ALL
ALUMINIZED PIPE SHALL HAVE ASPHALT TREATMENT 1 COATING (2.0—FOOT MINIMUM
COVER).
E. HELICAL. CORRUGATED STEEL PIPE (HCMP) - 6 INCH THROUGH 36 INCH 94ALL K 16 GAUGE
WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. ALL STEEL MATERIALS SMALL SE GALVMNMZED
AND ASPHALT TREATMENT 1 COATED. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES
LAMM THAN 36 INCHES IN DIAMETER (2.0 -FOOT MINIMUM COWER).
F. CORRUGATED POLYETHELENE MEETING THE REQUIREMENTS OF AASHTO M-294. TYPE S. MINIMUM
PIPE DIAMETER SWL BE 8". MAXIMUM PIPE DIAMETER SHALL BE 36" OR THE DiA10M FOR
WWH THE SUPPLIER HAS A JOINT CONFORMING TO ASTM D 3212, WHICIN VER IS LESS. JOINTS
SMALL BE CLASSIFIED ' ED AS "WATERTIG� HT". WATERTIGHT T JOINTS SHALL K MANE WITH A SLEEVE
OR WITH A KLL SPIGOT AND SHALL CONFORM TO ASTM D 3212 (10.8 PSI) USING ELAISTOMETRIC
G+ 'TS CONNFORMINNG TO ASTM F 477. GASKETED JOINTS SWILL BE UJ111111CATEO AS RECOMMIEN
BY THE PRODUCER DURING INSTALLATION. "SOILTIGHT" JOINTS SWILL NOT IRE PEAIMTTED.
FITTINGS SHALL BE SLOW MOLDED. ROTATIONAL MOLDED, OR FACTORY WIELDED. THIERMOPLASTIC
PIPE FITTINGS SMALL MEET THE REQUIREMENTS SET FORTH IN AASHTO M 294.
PLAN
BIW
NOTE.
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fisf#{if�ftyP �3fr$ 3 i tS F7 {7r* wi 1g
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4, MEP -smooth b4aftrpiper bdis to ss cum
debde blwdwtope.
PUBUC WORKS i � iRti �lE llt
DEPARTM, ENT
?. PST — 228.00
MARCH 2006
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PLAN
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NOTE.
1. T s da bw* r. k for use oat mm$mwa on _,
fisf#{if�ftyP �3fr$ 3 i tS F7 {7r* wi 1g
3. A# s" ydsmusty a hWt coatea
(T liatbsrw�
4, MEP -smooth b4aftrpiper bdis to ss cum
debde blwdwtope.
PUBUC WORKS i � iRti �lE llt
DEPARTM, ENT
?. PST — 228.00
MARCH 2006
.... . • .
.NOTES:
1) ALL MATERIAL FOR GRATE SHALL BE
DUCTILE IRON, ASTM A536 GR.80-55-06
2) GRATE SHALL BE OLYMPIC FOUNDRY
MODEL No. SM 728 OR APPROVED EQUAL.
ALL BARS 5/8"
NOT TO SCALE
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M PIRoPERnr INC
420 ALAN WOOD ROAD
CONSHOHOCKEN, PA 19426
CONTACT: DWIGNT E. SLA70NN
CONSTINUCTION MSR
(610) &$4-014* CELL 303-541-4623
N CONlSIli.TNNG ENGINEERS
16215 72ND AVENUE SOUTH KENT,
WA 96032
CONTACT: JAY GRUN, PE
(425)251-6222
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CALL 2 WORKNG DAYS ��,
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Approved by:N�"'� Dote
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FOR ELEVATION, BEING
19.488 FEET (NAVD88) AWoved Date
.... . • .
.NOTES:
1) ALL MATERIAL FOR GRATE SHALL BE
DUCTILE IRON, ASTM A536 GR.80-55-06
2) GRATE SHALL BE OLYMPIC FOUNDRY
MODEL No. SM 728 OR APPROVED EQUAL.
ALL BARS 5/8"
NOT TO SCALE
ALL SLOTS 1"
S
pF AS#1 B
~ cr
N
�
�� 2852 7
Fss�/SiE
1 R G��
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g- zo-�,�
M PIRoPERnr INC
420 ALAN WOOD ROAD
CONSHOHOCKEN, PA 19426
CONTACT: DWIGNT E. SLA70NN
CONSTINUCTION MSR
(610) &$4-014* CELL 303-541-4623
N CONlSIli.TNNG ENGINEERS
16215 72ND AVENUE SOUTH KENT,
WA 96032
CONTACT: JAY GRUN, PE
(425)251-6222
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