HomeMy WebLinkAboutS-070103Y
I
SYMBOLS
WORK TO BE DONE
SEWER G1
MH R// — I
STA 0 f00 N/4 NHOL E — NUMBER, S TA TION, 8 COORD/NA rE G2
_ N. 2/5,000.00
E /650,000.00
STA llOf 40 G3
CONCRE 7-E ENCA SEMEN T OR JACKED OR
STA ///f00 TUNNEL ED CROSSING
N 193 000.00 COORDINATE (COORDIN4 TES 61 BEARINGS ARC
1E1 663,000-00 BASED O SURVEY, vE Y P A MBER �MGR�D CNOR �H ZONE G4
GEODE / C
250 NEW DESIGN CONTOUR
lV,�llt l� lr r r, 1, 11 1r r 111_1._1 I 1 1
x x A x
-201- 18 "X24
CMPA -_ --3
0
•
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DATUM NOTE-
GENERAL STRUCTURAL NOTES
GENERAL
,t
SCOPE. THE NOTES AND DETAILS ON THIS SHEET ARE GENERAL AND APPLY TO THE ENTIRE PROJECT
EXCEP WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY.
APPLICABLE SPECIFICATIONS AND CODES. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
UM -ST T ED I T N 0 THE UNIFORM BU LTD I NG CODE UNLESS RESTRICTED BY THE FOLLOWING NOTES
OR DRAWINGS OR OTHER APPLICABLE CODES.
ALTERNATIVE DESIGNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE
I R I TY DESIGN; O'WEVER ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED IF THE
CONTkACTOR SUBMITS PLAN'§ WITH SUBSTANTIATING CALCULATIONS AND TEST DATA THAT ARE
ACCEPTED B)' THE ENGINEER.
CONSTRUCTION WADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE
COMPLETED STU- CTURES; DURING CONSTRUCTION THE STRUCTURES SHALL BE PROTECTED BY
BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR.
CONCRETE
E X I(ST I N G WORK C1 PPL CABLE CQ1-- CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION AC
BUILDING ODE (ACI 318 -63).
SANITARY SEWER 8 SIZE
C2 E- STL BETA t LS ALL DETAILING, FABRICATION AND ERECTION
" ACI-315 EREC LIOF � A
RIB UNLESS
SroRM ORA/N 8 SIZE E N SHALL NSREINFORCING
DAR DPRACTCE FaR
DETAILING RE I NFO C ED CONCRETE STRUC TURES LATET EDITION.
WATER L /NE SIZE -
• C3 DESIGN STRESSES t
GAS L INE 61. SIZE A. CONCRETE 3.000 PSI ULTIMATE COMPRESS IVE STRESS AT 28 DAYS
TEL EPHONE cONDuI T
B. REINFORCING STEEL TENSION DUE TO FLEXURE, INTERMEDIATE GRADE - 20,000 PSI
C4 NC C VER CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS WITH
ELECTRICAL coNDu /r MINIMUM COVER OF ONE BAR DIAMETER.
CENrERLINE OR SECT /ON LINE A. CONCRETE CAST AGAINST GROUND - 3"
PROPERTY LINE OR R W LINE B. CONCRETE TO BE IN CONTACT WITH SEWAGE - 2 -112"
C. CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL-2
TEMPORARY E A S EMENr LINE D. CONCRETE TO BE IN CONTACT WITH GROUND, WEATHER, OR CLEAN WATER
con/roUR LINE (1) AT BARS GREATER THAN #5 - 2"
(2) AT BARS #5 OR LESS - 1 -1i2"
CURB 8 GUTTER C5 W L . REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS
CONCRETE PAVEMEN r ( EDGE) WHICH THEY ARE LAPPED.
"C6 9 AR SPL . ALL BAR SPLICES SHALL BE LAPPED AT LEAST 24 BAR DIAMETERS, THE LENGTH
ASPHALr/C PAVEMENr(EDGE) E OF BARS OF DIFFERENT DIAMETERS SHALL BE BASED ON THE LARGER DIAMETER.
EDGE OF TRAVELED WAY(UN5t1RFACE01 C7 T NDRD H K, BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE
RA IL ROAD, SINGLE TRACK
U If�ME?�OF PAR. 801, ACI 318 -63.
C8 H M R EXCEPT AS OTHERWISE REQUIRED EXPOSED CONCRETE CORNERS AND EDGES SHALL
RAILROAD, 0ouBLE rRACK HAVE CHAMFERS. RE-ENTRANT CORNERS SHALL NOT HAVE FILLETS.
FENCE Cq ON TION JQJNa. LOCATION OF ALL CONSTRUCTION JOINTS SHALL HAVE THE APPROVAL OF
RTI GHT STRUCTURES, PVC WATERSTOPS SHALL BE PROV I DED I N THE
RIVER OR CREEK CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE AS DETAILED ON THE DRAWINGS.
CULVERT — L ENGTH, SIZE, 8 MA rERIAL
S 12~
of
—S D I2
/2 "
METROPOLITAN
W
M- LOAD R C P DESIGN ASSUM PTIONS
Q
OUTLINE OF EXISTING INSTALL T/ ON
DEIGNED - --
APPROVED_ �'" A
---:- r-
DESIGN METHOD SHALL BE U LTI MATE STRENGTH DESIGN• I N ACCOR DANCE W 11H A. C.1. CODE.
E--
lV,�llt l� lr r r, 1, 11 1r r 111_1._1 I 1 1
x x A x
-201- 18 "X24
CMPA -_ --3
0
•
�I`
® B2
r
DATUM NOTE-
GENERAL STRUCTURAL NOTES
GENERAL
,t
SCOPE. THE NOTES AND DETAILS ON THIS SHEET ARE GENERAL AND APPLY TO THE ENTIRE PROJECT
EXCEP WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY.
APPLICABLE SPECIFICATIONS AND CODES. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
UM -ST T ED I T N 0 THE UNIFORM BU LTD I NG CODE UNLESS RESTRICTED BY THE FOLLOWING NOTES
OR DRAWINGS OR OTHER APPLICABLE CODES.
ALTERNATIVE DESIGNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE
I R I TY DESIGN; O'WEVER ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED IF THE
CONTkACTOR SUBMITS PLAN'§ WITH SUBSTANTIATING CALCULATIONS AND TEST DATA THAT ARE
ACCEPTED B)' THE ENGINEER.
CONSTRUCTION WADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE
COMPLETED STU- CTURES; DURING CONSTRUCTION THE STRUCTURES SHALL BE PROTECTED BY
BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR.
CONCRETE
E X I(ST I N G WORK C1 PPL CABLE CQ1-- CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION AC
BUILDING ODE (ACI 318 -63).
SANITARY SEWER 8 SIZE
C2 E- STL BETA t LS ALL DETAILING, FABRICATION AND ERECTION
" ACI-315 EREC LIOF � A
RIB UNLESS
SroRM ORA/N 8 SIZE E N SHALL NSREINFORCING
DAR DPRACTCE FaR
DETAILING RE I NFO C ED CONCRETE STRUC TURES LATET EDITION.
WATER L /NE SIZE -
• C3 DESIGN STRESSES t
GAS L INE 61. SIZE A. CONCRETE 3.000 PSI ULTIMATE COMPRESS IVE STRESS AT 28 DAYS
TEL EPHONE cONDuI T
B. REINFORCING STEEL TENSION DUE TO FLEXURE, INTERMEDIATE GRADE - 20,000 PSI
C4 NC C VER CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS WITH
ELECTRICAL coNDu /r MINIMUM COVER OF ONE BAR DIAMETER.
CENrERLINE OR SECT /ON LINE A. CONCRETE CAST AGAINST GROUND - 3"
PROPERTY LINE OR R W LINE B. CONCRETE TO BE IN CONTACT WITH SEWAGE - 2 -112"
C. CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL-2
TEMPORARY E A S EMENr LINE D. CONCRETE TO BE IN CONTACT WITH GROUND, WEATHER, OR CLEAN WATER
con/roUR LINE (1) AT BARS GREATER THAN #5 - 2"
(2) AT BARS #5 OR LESS - 1 -1i2"
CURB 8 GUTTER C5 W L . REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS
CONCRETE PAVEMEN r ( EDGE) WHICH THEY ARE LAPPED.
"C6 9 AR SPL . ALL BAR SPLICES SHALL BE LAPPED AT LEAST 24 BAR DIAMETERS, THE LENGTH
ASPHALr/C PAVEMENr(EDGE) E OF BARS OF DIFFERENT DIAMETERS SHALL BE BASED ON THE LARGER DIAMETER.
EDGE OF TRAVELED WAY(UN5t1RFACE01 C7 T NDRD H K, BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE
RA IL ROAD, SINGLE TRACK
U If�ME?�OF PAR. 801, ACI 318 -63.
C8 H M R EXCEPT AS OTHERWISE REQUIRED EXPOSED CONCRETE CORNERS AND EDGES SHALL
RAILROAD, 0ouBLE rRACK HAVE CHAMFERS. RE-ENTRANT CORNERS SHALL NOT HAVE FILLETS.
FENCE Cq ON TION JQJNa. LOCATION OF ALL CONSTRUCTION JOINTS SHALL HAVE THE APPROVAL OF
RTI GHT STRUCTURES, PVC WATERSTOPS SHALL BE PROV I DED I N THE
RIVER OR CREEK CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE AS DETAILED ON THE DRAWINGS.
CULVERT — L ENGTH, SIZE, 8 MA rERIAL
(HEADWALLS, IF APPLICABLE)
MGD
METROPOLITAN
ENGINEERS
M- LOAD R C P DESIGN ASSUM PTIONS
Q
OUTLINE OF EXISTING INSTALL T/ ON
DEIGNED - --
APPROVED_ �'" A
1.
DESIGN METHOD SHALL BE U LTI MATE STRENGTH DESIGN• I N ACCOR DANCE W 11H A. C.1. CODE.
E
MANHOLE
BROWN AND CALDWELL
CAREY AND KRAMER
_ '
2.
LOAD FACTOR K :� 1.8.
INLET OR CATCH BASIN
3,
+M DENOTES TENSION ON INSIDE FACE.
FIRE HYDRANT
4,
+N DENOTES AXIAL COMPRESSION.
WATER METER Box l
5.
f c = 4,000 PSI MIN. & 6,000 PSI MAX,
6.
fy = 40v000 PSI.
VALVE
7,
STRESS DISTRIBUTION ON CONCRETE SHALL BE ASSUMED TO BE RECTANGULAR.
UTILITY POLE
8.
EFFECT OF COMPkESSIVE REINFORCEMENT SHALL BE NEGLECTED IN DESIGN OF SECTION.
9.
CROWN OF P I PE SHALL HAVE SAME AMOUNT OF REINFORCEMENT AS THE INVERT.
GUY WIRE
10.
CIRCUMFERENTIAL STEEL SHALL HAVE ONE- INCH MINIMUM COVER.
DECIDUOUS TREE
11.
IF TWO LAYERS OR MORE THAN ONE SIZE OF RE -STEEL ARE USED d USED IN DESIGN COMPUTATIONS
GROU
SHALL BE THE EFFECTIVE d TO THE CENTROID OF THE STEEL .
EVERGREEN TREE -
12.
Pu SHALL NOT EXCEED Pb AS COMPUTED BY THE A.C. I. CODE.
SOIL BORING 6� DES/GNAr/on�
13.
0 AS DEFINED BY PAR. 1900, ACI 318 -63 SHALL EQUAL 1.0.
SURVEY MONUMENT OR PERM. BENCH MARK
ANGLE POINT OR .HUB
SECTION CORNER
%4 SECTION CORNER
/00. CO EQUAL S 0.00" MEAN SEA L EVEL I/ S. C. a G. S. — 192 9
(1947 AD✓) UNLL'SS OrHERW/SE NOTED
r
MUNICIPALITY
MGD
METROPOLITAN
ENGINEERS
SE TTLE
DEIGNED - --
APPROVED_ �'" A
AF'PROVFD
wG
BROWN AND CALDWELL
CAREY AND KRAMER
_ '
RECOMMENDED
PPROV
DRAWN
,/,,
C,0
HILL AND INGMAN R W
BECK AND ASSOCIATES
SUBMITTE
Design Engineer MetropoltonEngineeis
Project Engineer - Metropolitan Engineers
Chief
CHECKED -"
r
t.D. P
72 24 K
90" 30 K
— P ,SEE TA 13L E
LOADING 19LO CK
- - - - - - -I
6
_V - 5LJPPORr 13L OCIr
JOINT SHEAR TEST
NO SCALE
FORCES ACTING 0,V SECrION
1.0. TYPE 51DE /30T
N -Il /PS
7 722 " M 84 - 8. /o. 7 K 8.3 0
" 1499 — 9, 9 12.7 9.8 0
30" Al 161 -/e./, 16.5 /6.0 O
72" M 1/0 -1/10 /4. 1 10.9 O
78'4 M 1/0 -//.0 12.5 //.0
O
I I T I I
I
TYPICAL CORNER
aAR E. xcepr AS
NO r�'0 ON DWGS
L DA DING
BLOC /C
- SUPPOR r
BLOCK
11 \�\ \ 4 D F 6ULKNFA0
\ _ o H�ot,
3 pi y /5 #R00,r / r FEL r
RCP coil.) APPLIED ASPHAL r
WOOD FILLER _ NAIL � j Z d �,�� Nq /LS
SPIKE To f TO 1). F. 8 UL K 14EA D
T>.F. -f3ULKNFAO
TEMPORARY BULKHEAD
7 NO SCALE
TYPICAL CORNER
DETAIL vAR
°too
0 _ -
24 DIA . OR - - - -- / g "M /lV. 72 " ",PCn
2`-0 MIA/.
I% MI/V. 30~ RCP
2 ° MA)(. \
(/[LING OF JOINT ,PEQD �ZI \` IN5 /DE FACE OF PIPE
WReAl SPACE EXCEEDS PUBBE2 GASKET
F NOT - SHOWN
TYPICAL RCP JOINT
54" INCH I.D. AND LARGER
W,44 L _ rRFA r rHIS AREA OR AREA
' • FJE TWEEN RE- 5 TG N// RUGASOL "C y
F A u
A S CON STRUCTED
r ._ 1. DATE !- C c i/
o _
t i1 C
• ` o U ' o C WIQ..Sy /y /'per OC�� °F WA S yiZc �O
N
Z _
Q_
VERTICAL CON ST JOINT HORIZ. CON ST. JOINT 4 OX-1
W
�F9�01ST E��o� FS�cIST E��
- �,�i'ic�� ss�ONAL �Nv sNAL ENS
TYPICAL CONST. JOINTS
NO SCALE
SOUTH INTERCEPTOR — SECTION I DRAWING NUMBER
FILE 8218 A R ENTON GENERAL NOTES AND SYMBOLS G 3
SYSTEM SHEET NUMBER
SCALE MAY 1967 M I SCE LLAN EOUS DETAILS 3 - OF 9 _
NO SCALE ��ATE -
0 METROPOLITAN S
SE TTLE
APPROVED_ �'" A
AF'PROVFD
For Metropol to ers F
For Murncipolity of Metropol ton e
eattl(
- M tropoltton y
yineers F
t.D. P
72 24 K
90" 30 K
— P ,SEE TA 13L E
LOADING 19LO CK
- - - - - - -I
6
_V - 5LJPPORr 13L OCIr
JOINT SHEAR TEST
NO SCALE
FORCES ACTING 0,V SECrION
1.0. TYPE 51DE /30T
N -Il /PS
7 722 " M 84 - 8. /o. 7 K 8.3 0
" 1499 — 9, 9 12.7 9.8 0
30" Al 161 -/e./, 16.5 /6.0 O
72" M 1/0 -1/10 /4. 1 10.9 O
78'4 M 1/0 -//.0 12.5 //.0
O
I I T I I
I
TYPICAL CORNER
aAR E. xcepr AS
NO r�'0 ON DWGS
L DA DING
BLOC /C
- SUPPOR r
BLOCK
11 \�\ \ 4 D F 6ULKNFA0
\ _ o H�ot,
3 pi y /5 #R00,r / r FEL r
RCP coil.) APPLIED ASPHAL r
WOOD FILLER _ NAIL � j Z d �,�� Nq /LS
SPIKE To f TO 1). F. 8 UL K 14EA D
T>.F. -f3ULKNFAO
TEMPORARY BULKHEAD
7 NO SCALE
TYPICAL CORNER
DETAIL vAR
°too
0 _ -
24 DIA . OR - - - -- / g "M /lV. 72 " ",PCn
2`-0 MIA/.
I% MI/V. 30~ RCP
2 ° MA)(. \
(/[LING OF JOINT ,PEQD �ZI \` IN5 /DE FACE OF PIPE
WReAl SPACE EXCEEDS PUBBE2 GASKET
F NOT - SHOWN
TYPICAL RCP JOINT
54" INCH I.D. AND LARGER
W,44 L _ rRFA r rHIS AREA OR AREA
' • FJE TWEEN RE- 5 TG N// RUGASOL "C y
F A u
A S CON STRUCTED
r ._ 1. DATE !- C c i/
o _
t i1 C
• ` o U ' o C WIQ..Sy /y /'per OC�� °F WA S yiZc �O
N
Z _
Q_
VERTICAL CON ST JOINT HORIZ. CON ST. JOINT 4 OX-1
W
�F9�01ST E��o� FS�cIST E��
- �,�i'ic�� ss�ONAL �Nv sNAL ENS
TYPICAL CONST. JOINTS
NO SCALE
SOUTH INTERCEPTOR — SECTION I DRAWING NUMBER
FILE 8218 A R ENTON GENERAL NOTES AND SYMBOLS G 3
SYSTEM SHEET NUMBER
SCALE MAY 1967 M I SCE LLAN EOUS DETAILS 3 - OF 9 _
NO SCALE ��ATE -
I
TYPICAL CORNER
aAR E. xcepr AS
NO r�'0 ON DWGS
L DA DING
BLOC /C
- SUPPOR r
BLOCK
11 \�\ \ 4 D F 6ULKNFA0
\ _ o H�ot,
3 pi y /5 #R00,r / r FEL r
RCP coil.) APPLIED ASPHAL r
WOOD FILLER _ NAIL � j Z d �,�� Nq /LS
SPIKE To f TO 1). F. 8 UL K 14EA D
T>.F. -f3ULKNFAO
TEMPORARY BULKHEAD
7 NO SCALE
TYPICAL CORNER
DETAIL vAR
°too
0 _ -
24 DIA . OR - - - -- / g "M /lV. 72 " ",PCn
2`-0 MIA/.
I% MI/V. 30~ RCP
2 ° MA)(. \
(/[LING OF JOINT ,PEQD �ZI \` IN5 /DE FACE OF PIPE
WReAl SPACE EXCEEDS PUBBE2 GASKET
F NOT - SHOWN
TYPICAL RCP JOINT
54" INCH I.D. AND LARGER
W,44 L _ rRFA r rHIS AREA OR AREA
' • FJE TWEEN RE- 5 TG N// RUGASOL "C y
F A u
A S CON STRUCTED
r ._ 1. DATE !- C c i/
o _
t i1 C
• ` o U ' o C WIQ..Sy /y /'per OC�� °F WA S yiZc �O
N
Z _
Q_
VERTICAL CON ST JOINT HORIZ. CON ST. JOINT 4 OX-1
W
�F9�01ST E��o� FS�cIST E��
- �,�i'ic�� ss�ONAL �Nv sNAL ENS
TYPICAL CONST. JOINTS
NO SCALE
SOUTH INTERCEPTOR — SECTION I DRAWING NUMBER
FILE 8218 A R ENTON GENERAL NOTES AND SYMBOLS G 3
SYSTEM SHEET NUMBER
SCALE MAY 1967 M I SCE LLAN EOUS DETAILS 3 - OF 9 _
NO SCALE ��ATE -