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ABBKVIATIONS
r11 I, R ('LEAP MAX MAXIMUM
CIONCI CONCRETE Oc, ON CENIFR
CONN (,ONNEC TION OR OUTSIDE RADIUS
CONST CONSTRUCTION R RADIUS
FLEV ELEVATION PflNr REINFORCEMENT
rk 0 V 00Al« RE 0, 0 RE OLI I R, E D
I'X!'-',T EXIS IING Sim SIMILAR
(,A CACE SPCS SPACES
,AL .V CAI, VANI' Z[ D ss, STAINIE$S ';Ffft.
I E, INVERT FLEVATION `TO '.,; t A N 0 A F 4,)
ik, INSIDE RADIUS I Ad't TOP AND BOTTOM
TYP TYPICAL
No�
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P�:VISION
p
BY AVT'0f DATE
SHT. NO. DWG, NO.
I
G101
2
0101
3
0102
'y
0103
PROJECT
LOCATION
IAXR' WASH RIND AT MAY CREEK
AND 500 IFY"I"T SOUTH
/7—
0
SHT. NO. DWG, NO.
I
G101
2
0101
3
0102
4
0103
1140`:1
1 .
30 rH
LOCATION MAP
INDEX OF DRAWINGS
TITLE
rfi
11
I
j
RENTON
VICINITY/LOCATION MAPS, INDEX OF DRAWINGS & GENERAL NOTES
PLAN VIEW & ELEVATION
SECTIONS & DETAILS
EROSION CONTROL PLAN do DETAILS
TYPICAL SECTION AND
DETAIL NUMBERING SYSTEM
(1) DIE SECTION IS CUT ON DRAWING M303
SECTION NUMBER
DRAWING ON WHICH
SECTION APPEARS
(2) ON DRAWING M307 THIS SECTION IS IDENTIFIED
SECTION SECTION NUMBER
SCALE: DRAWING ON WHICH
SECTION WAS TAKEN
(3) DETAILS ARE CROSS - REFERENCED IN A SIMILAR
MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED
BY LETTER RATHER THAN BY NUMBER.
GENERAL NOTES
A. GENERAL
1, CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS
INCLUDING DIMENSIONS AND ELEVATIONS OF EXISTING
LOVAIEAD STRUCTURES, AND NOTIFY THE ENGINEER OF ANY
DISCREPANCIE'S PRIOR I'D SIARTING, WORK.
2. SHOP DRAWINGS SHALL BE SUBMITTED PER 01300 TO THE
ENGINEER FOR REVIEW PRIOR TO FABRICATION,
3. DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WIT
I
THE 1994 EDITION OF THE UNIFORM BUILDING CODE AND
ITS LATEST SUPPLEMENTS, EXCEPT WHERE OTHER APPLICAD
CODES OR THE. FOLLOWING NOTES ARC. MORE RESTRICTIVE.
4, SPFCIAL INSPECTION IS REOUIRED FOR THE FOLLOWING;
STEEL, FABRICATION PRIOR TO APPLICATION OF COATING
(ENGINEERS OPTION)
CORE DRILLING HOLES.
STEEL SURFACE PREPARATION FOR COATING PRIMER,
INSTALLING CONCRETE ADHESIVE ANCHORS,
CHECKING PLACEMENT OF REINFORCEMENT AND EMBEDS.
['[..ACING CONCRETE.
5, DEAD WEIGHT OF AIR JUMPER (REMOVABLE PORTION)
APPROXIMATELY 4,000 POUNDS.
6. CIVIL SITE WORK:
PREPARE STREAM EMBANKMENT PROTECTION IN ACCORDANC
WITH DRAWING 0103 AND THE SPECIFICATIONS, COORDINATE
WITH ENGINEER THE EXACT LOCATION OF THE SILT FENCE.
7. DESIGN LOADS:
LIVE -- 100 POUNDS PER LINEAR FOOT,
SEISMIC ZONE. 3, 1 = 1.
WIND - 80 MPH EXPOSURE C.
8. HYDROSEED MATERIALS:
MULCH -- 100 PERCENT WOOD CELLULOSE DYED WITH A NO
TOXIC GREEN,
TACKIFIER - ORGANIC BIODEGRADABLE BINDER MADE TO
HOLD MULCH "TO SOIL.
SEED -- CRASS SEED MIX SHALL BE 80 PERCENT REGRESS
AND 20 PERCENT KENTUCKY BLUEGRASS, ALL SEED SHALL
BE PURE, FRESH, LIVE SEED; WASHINGTON STATE CERTIFIED
GRADE, FREE OF WEED SEED LABELED PRIMARY TO SECOND
NOXIOUS BY WASHINGTON STATE SEED LAW.
8, CONCRETE
1, CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE. SIREN
OF 4000 PSI IN 28 DAYS. ALL CONCRETE CONSTRUCTION
SHALL COMPLY WITH ACI "BUILDING CODE REQUIREMENTS F
REINFORCED CONCRETE" ACI 315-99. UTILIZE TYPE 11 OR
V CEMENT,
2. ALI- DETAILING, FABRICATION AND PLACING OF REINFORCING
BARS SHALL BE IN ACCORDANCE VAIN IFIE MANUAL OF
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
STRUCTURES ACI 315 LATEST EDITION,
3. REINFORCEMENT STEEL SHALL BE DEFORMED BARS ASTM A
GRADE, 60,
k CEMENT SHALL BE SULFATE - RESISTANT' TYPE If OR TYPE
5. CONCRETE ANCHORS SHALL BE HILT] HVA ADHESIVE ANCHO
WITH STAINLESS STEEL RODS PER ASTM F593 ANTI STAINLE
STEEL NUTS PER ASTM T594, INSTALL ADHESIVE CONCRETE
ANCHORS IN STRICT ACCORDANCE WITH THE MANUFACTURE
RECOMMENDATIONS,
6. EXISTING CONCRETE SURFACES TO BE JOINED WITH NEW
CONCRETE SHALL BE INTENTIONALLY ROUGHENED 1/4" AND
CLEANED AND COATED WITH EPDXY BONDING COMPOUND Jl,
PRIOR TO PLACEMENT OF' NEW CONCRETE.
14 ELD
PRAWN.
RECOMMENDEO� NOTED
RWB U "46_
C65183C
F
C. STRUCTURAL STEEL, AND PIPE
I� STEEL CONSTRUCTION SHALL. CONFORM TO THE SPECIFICATIONS,
AND STANDARDS CONTAINED IN THE LATEST EDITION OF THE
AISC STEEL CONSTRUCTION MANUAL, INCLUDING THE CODE OF'
STANDARD PRACTICE.
2. STRUCTURAL STEEL - ASTM A36.
3, STEEL PIPE FOR 30" AIR JUMPER SHALL BE 1/4" WALL, ASTM
A252, GRADE 3,
L.E. 4, ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF AWS DI.1, ALL. WELDERS SHALL BE CERTIFIED IN
ACCORDANCE WITH THE STANDARD QUALIRCATION PROCEDURE OF
THE AW'S. WELDING ELECTRODE SHALL BE EQUIVALENT TO LOW
1,; HYDROGEN E70XX,
5. STEEL. SHALL BE PAINTED OR GALVANIZED AS INDICATED IN
COATING SYSTEM AND IN ACCORDANCE NTH THE SPECIFICATIONS,
6, BOLTS SHALL BE ASTM A325 GALVANIZED WITH ASTM A563 DH
GALVANIZED HEAVY HEX NLITS, AND ASTM F436 FLAT CIRCULAR
WASHERS, TENSION 10 15,000 POUNDS,
7, THE GUARD SCREENS SHALL BE SHOP TESTED FOR FIT TO 30"
PIPE STUB PRIOR 10 SHIPMENT,
E D. COATINGS
1� PREPARE SURFACE' AND APPLY COATINGS AS FOLLOWS IN STRICT
ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS,
2,� PIPE INTERIOR:
COATING SYSTEM A-•I, HIGH BUILD EPDXY, INTERIOR PIPE
COATINGS SHALL BE EXTENDED 6" FROM THE ENDS OF 2 PIPE
STUBS ON THE OUTSIDE SURFACE.' AND SHALL BE APPLIED TO
FACES OF ALL, 4 FLANGES AND -TO 1/4" PIPE STUB CLOSURE
N- PLATES,
3. PIPE EXTERIOR:
COATING SYSTEM C- I EPDXY PRIMER WITH POLYURETHANE F)N)SH,
COLOR AS SPECIFIED BY THE ENGINEER.
4, GUARD SCREWS;
ARY HOT DIP GALVANIZE AFTER FABRICATION,
5. CONCRETE SURFACES:
LINABOND VINYLTHANE MASTIC CO- LINING SYSTEMS, UNABOND
INC., HOLLYWOOD, CALIFORNIA, ALL CONCRETE SURFACES
G III EXPOSED NOTED ARE TO BE COATED WITH LINABOND, INCLUDING
EXISTING LINABOND SURFACES COATED WITH LINABOND,
OR INCLUDING EXISTING LINABOND SURFACES DAMAGED DURING THIS
CONSTRUCTION PROJECT.
E. CONSTRUCTION
1, THE CONTRACTOR SHALL. SUBMIT HIS PROPOSAL. FOR DEMOLITION
SCHEDULE AND DETAILS TO THE ENGINEER FOR REVIEW AT LEAST
7 DAYS PRIOR TO COMMENCEMENT OF WORK.
615, 2, COORDINATE LOCATIONS OF CORE HOLES IN TOP OF EXISTING
LOM-IEAD STRUCTURES WITH FIELD ENGINEER PRIOR I'D CORING
HOLES,
V.
3, PRE:- ASSEMBLE TI;E TWO PIPE INSERT PORTIONS OF THE AIR
RS JUMPER PIPE WITH TEMPORARY 7/8" DIAMETER BOLTS IN
SS ALTERNATE FLANGE HOLES,
RS 4. LATERALLY AND VERTICALLY BRACE AIR JUMPER PIPE DURING;
CONSTRUCTION, SUFFICIENT TO WITHSTAND DESIGN LATERAL,
WIND LOADS, BRACING IS NOT 'TO BE REMOVED UNTIL CONCRETE
HAS CURED FOR 7 DAYS, OR UNTIL THE CONCRETE STRENGTH
HAS REACHED 3,500 PSI., AS VERIFIED BY CONCRETE TEST
JST CYLINDERS- Ic
T
5. REPLACE TEMPORARY 7/8" DIAMETER BOLTS WITH PERMANENT
3/4" DIAMETER BOLTS AND TORQUE TO 15,000 POUNDS ^j
MINIMUM TENSION, V.
6. PROTECT PIPE COATINGS FROM DAMAGE,
133244
DEPARTMENT OF NATURAL RESOURCES:
ESI SECTION 4 - MAY CREEK AUG 96
LOWHEAD STRUCTURE. AIR JUMPER Fla NO
�DRnW i46,11 - -
NC
VICINITY/LOCATION MAPS,
fts County I INDEX OF DRAWINGS I G101
5
4
3