HomeMy WebLinkAboutS-070603MH R11- I
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N- 2/5,000.00
E- 1650,00000
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N. 193 000.00
E- 1663, 00 0. 00
250
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20'- I8 ")(24 "
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DATUM NOTE:
SYMBOLS
WORK TO BE DONE
SEWER
MANHOL E - NUMBER, STA T /ON, B COORD /NA TE
CONCRETE ENCASEMENT OR JACKED OR
TUNNEL ED CROSSING
COORDINATE ( COORDINATES B BEARINGS ARE
BASED ON U S. DEPT OF COMMERCE, COAST 8
GEODETIC SURVEY, LAMBERT GRID., NORTH ZONE
NEW DESIGN CONTOUR
EXISTING WORK
SANITARY SEWER B SIZE
STORM DRAIN 61 SIZE
WATER L INE B SIZE
GAS L INE 8 SIZE
TEL EPHONE CONDO! T
EL EC TRI CA L CONDUI T
CENTERLINE OR SECTION LINE
PROPERTY LINE OR R W LINE
TEMPORARY EASEMENT LINE
CONTOUR L INE
CURB Q GUTTER
CONCRETE PAVEMENT ( EDGE)
ASPHALTIC PAVEMENT ( EDGE)
EDGE OF TRAVELED WAY (UNSURFACED)
RAILROAD, SINGLE TRACK
RAILROAD, DOUBLE TRACK
FENCE
RIVER OR CREEK
CULVERT- LENGTH, SIZE, 8 MATERIAL
(HEADWALLS, IF APPLICABLE)
OUTLINE OF EXISTING INSTALLATION
MANHOLE
INLET OR CATCH BASIN
FI RE HYDRA N T
WATER METER BOX
GENERAL STRUCTURAL NOTES
GENERAL
Gl SCOPE. THE NOTES AND DETAILS ON THIS SHEET ARE GENERAL AND APPLY TU THE ENTIRE PROJECT
EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY.
G2 APPLICEBPECIF CATIONS AND � I ACCORDANCE WITH THE
LATEST IN N UfL�ING CODE UNLESS RESTRICTED 1H OLLOWI G NOTES
OR DRAWINGS OR OTHER APPLICABLE CODES.
G3 LTERNA VE DESIGNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE
�TbTfT DESIGN- HOWEVER ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED If THE
CONTRACTOR SUBMITS PLANS WITH SUBSTANTIATING CALCULATIONS AND TEST DATA THAT ARE
ACCEPTED BY THE ENGINEER,
G4 � N��I-Ot-
CONSTRUCTION
ADS.S NG DESIGNED OPERATIONAL
�N�i �S DUR I THTRUCNRES SHALLBE PROTECTED BY
BRACING AND BALANCING WHEREVER EXCESSIVE CbN51RUCTION LOADS MAY OCCUR.
CONCRETE
Cl APPLIgABLECOIX, CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION ACI
BUILDING CI 318 -63),
C2 ,QT ET I I * ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS UNLESS
OTHERW I SE N D SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE FUR
DETAILING REINFORCED CONCRETE STRUCTURES ACI -315 LATEST EDITION.
C3 DESIGN STRESSES
A. CONCRETE 3 000 PSI ULTIMATE COMPRESSIVE STRESS AT N DAYS
B. REINFORCE N6 STEEL TENSION DUE TO FLEXURE, INTERMEDIATE GRADE - 20,000 PSI,
C4 CONCRgy, V CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS WITH
MINIMUM COVER OF ONE BAR DIAMETER.
A. CONCRETE CAST AGAINST GROUND - Yl
B. CONCRETE TO BE IN CONTACT WITH SEWAGE - 2 -1/7'
C. CONCRETE ON EXTER I OR FACE OF EXTER I OR WALL - T'
D. CONCRETE TO BE IN CONTACT WITH GROUND, WEATHER, OR-CLEAN WATER2
(1) AT BARS GREATER THAN #5 - 2"
(2) AT BARS #5 OR LESS -1-117,
C5 DOWELS. REINFORCING BARS USED AS DOWELS SHALL BE THE SO4 S tZE AND SPACING AS BARS
WITH I CH THEY ARE LAPPED.
C6 B611 5PLICE S. ALL BAR SPLICES SHALL BE LAPPED AT LEAST 24 BAR DIAMETERS. THE LENGTH
OF LAP SPLICE OF BARS OF DIFFERENT DIAMETERS SHALL BE BASED ON THE LARGER DIAMETER.
C7 STANDARD H OKS BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE
REQUIREMENTS PAR. 801, AC 1318-63.
C8 QHAMFER5. EXCEPT AS OTHERWISE REQUIRED, EXPOSED CONCRETE CORNERS AND EDGES SHALL
AVE CHAMFERS, RE- ENTRANT CORNERS SHALL NOT HAVE FILLETS.
C9 CONSZUCTION JOINT LOCATION OF ALL CONSTRUCTION JOINTS SHALL HAVE THE APPROVAL OF
THE ENG I NEER. IN W A RTI GHT STRUCTURES PVC WATERSTOPS SHALL BE PROVIDED IN THE
CONSTRUCTION JOINTS. CONSTRUCTION JONTS SHALL BE AS DETAILED ON THE DRAWINGS,
VA L VE
UTILITY POLE
f I
GUY WIRE _ --
t ,r ti
DECIDUOUS TREE
EVERGREEN TREE
SOIL BORING 8 DESIGNATIONIr : 0 ,
SURVEY MONUMENT OR PERM. BENCH MARK
ANGLE POINT OR HUB
SECTION CORNER T Y P I C A L C OR WE R
114 SECTION CORNER
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DE51GNED _ -_
METROPOLITAN ENGINEERS
MUNICIPALITY
y
OF METROPOLITAN
SEATTLE
DRAWN _
BROWN AND CALDWELL CAREY AND KRAMER
,
FILE _
t
CHECKED _ .._._—
HILL AND INGMAN R W BECK AND ASSOCIATES
sueMlrrEa __�_;f r" "- ✓�
Design Engineer - Metropol tnn
RECOMMErvDED .. _ r1
APPROVED ; _ __
aPEROvEU _ -- - - -=
APPROVED , v_'._� , . i__r ,,.
:•
f
Engineers
Pro,ect Engineer - Metropu ita Engineers
Chief Engineer - Metropolitan Engineers
FOr Metrapollton Engineer's
C�� ,e, the
For Muni "ip<ility of Mutropol,tun
-
DATE — --
o
'A :�►
,
DRAWING NUMBER
+ -A i_ ] k ..• 1' F?
SHEE T NUMBER
AND MIS LA ,..t_,k�,:� P, F. T 1 \I[ ." OF Ir
y
/
L
.'4
DRAWING NUMBER
+ -A i_ ] k ..• 1' F?
SHEE T NUMBER
AND MIS LA ,..t_,k�,:� P, F. T 1 \I[ ." OF Ir