HomeMy WebLinkAboutR-4221260
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ATTACH SIGN WITH FINISHED GRADE 12" SAWCUT, TACK COAT AND
2 DRIVE RIVETS MATCH EX ASPHALT GRADE CO
Ir- SEE NOTE 6 O
N METAL POST NOTES: O°O 00°O O°O 00° /O�/w�/w�/w�/w�/w�/w� v� O
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1. METAL POSTS SHALL BE TELESPAR QUICK PUNCH POST. o ° o o /,�/,�/,�/ //
SIGN POST SQUARE �00 0 O �00 op \\j\\j\\/1\ ' EXISTING ASPHALT O
O CORNER BO T o o� o 00 o o//\//\/
2 X 2", 14 GAUGE 2. METAL STOP AND YIELD SIGN POSTS SHALL HAVE ALTERNATING 1 BANDS OF RED AND o°
0 i SEE NOTE 7 o QUICK PUNCH WHITE 3M DIAMOND GRADE SHEETING. ALL OTHER POSTS SHALL BE UNSHEETED. °� �� ° °� / EX PAVEMENT SUB -BASE Q
0 0 �00 0 O C>00 op
w o,� °°�oa °� °o� ° MUST BE COMPACTED TO
2" o GROUND SURFACE 3. FOR IN -SIDEWALK INSTALLATIONS, CORE 4 DIAM. HOLE. ANCHOR LENGTH MAY BE Do° Oro O �o° �o° D
95% MAX. DENSITY
DECREASED TO 12" J
5-1/2" HMA CLASS 1/2 ASPHALT CONCRETE
SLOPE VARIES » ✓\/�\/ o D /j\�i�\ice\� 4. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A570 GRADE 50 AND BE HOT SUBGRADE� PAVEMENT
1'R. 8 % o % LOWER SIGN POST SUPPORT DIPPED GALVANIZED AASHTO M-120 YIELD STRENGTH 60,000 PSI MIN. POST SHALL COMPACTED PER 4" CRUSHED SURFACING BASE COURSE
22 2.5" X 2.5 O.D. HAVE 7/16" DIE -PUNCHED KNOCKOUTS ON 1" CENTERS FULL LENGTH, FOUR SIDES. GEOTECHNICAL COMPACT TO 95% MAX DENSITY
" RECOMMENDATIONS 12" GRAVEL BORROW COMPACT TO 95% MAX
ASPHALT p / % 7 GAUGE, 24 LENGTH
z PAVEMENT _ o o ' ° ° SEE NOTE 5 5. ANCHOR SHALL HAVE 4 7/16" HOLES ONE EACH SIDE 2" FROM TOP END. FINISH DENSITY OR EX SUBGRADE MOISTURE
0 SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B. CONDITIONED COMPACTED TO 95% MAX DENSITY
D D o a D "' 2" ��i��i��i 6. DRIVE RIVETS TO BE TL3806 3/8" DIA. STANDARD
0 2 CUBIC FT. CONCRETE
7. CORNER BOLTS TO BE TLCB516M.
FINISHED GRADE� SAW -CUT, TACK COAT AND
D � 12 MATCH EX ASPHALT GRADE
00
SQUARE METAL o
z ��/v�o o ° POST oo��o�oo�� oo�� boo w�w� vv�w�w�w� vv O
Q o o Doo o oo jvv/jvv/v vvjvv/� O
/j\ EXISTING ASPHALT O
\\ o 0 o CAST -IN -PLACE
0 2 - #4 CONT. i\ SIGN INSTALLATION NOTES
/
CONCRETE
��/ //\ \/\/\/� /
'\\ 1. SIGN SHEETING REQUIREMENTS 3M DIAMOND GRADE DIG REFLECTIVE SHEETING OR
00 o 0 0 EX UNDISTURBED PAVEMENT
APPROVED EQUAL: STOP, YIELD, KEEP RT, TURN RESTRICTION, LARGE ARROW, op °o o °� o�°� o� SUB -BASE MUST BE COMPACTED
Q 7-3/4 4" MIN CRUSHED SURFACING CHEVRON CURVE/TURN WARNING PED & ADV PIED CROSSING SCHOOL AND ADV o0 0 00 C> o c>o 0
0 0 ° o 0 95% MAX
N TOP COURSE
SCHOOL CROSSING, STOP/YIELD/SIGNAL AHEAD, OBJECT MARKERS, END OF ROAD
z MARKER, ALL STREET NAME SIGNS, ALL MAST ARM OR OVERHEAD MOUNTED SIGNS. 4" HMA CLASS 1/2" ASPHALT
ry ALL OTHER SIGNS SHALL HAVE 3M HIGH INTESITY PRISMATIC SHEETING, APPROVED CONCRETE PAVEMENT
U-1 EQUAL. SUBGRADE COMPACTED TO
Q FIRM AND UNYIELDING 6" CRUSHED SURFACING BASE COURSE
2. SIGN HEIGHT - (EXCLUDING ADA SIGNS) CONDITION COMPACT TO 95% MAX DENSITY
0 7' FROM BOTTOM OF SIGN TO STREET OR SIDEWALK. 6' FROM BOTTOM OF 12" GRAVEL BORROW COMPACT TO 95% MAX
75 LOWER SIGN FOR MULTIPLE SIGNS ON ONE POST. EXCEPTIONS ONLY AS SIGNS SHALL BE 12" BY 18" "FIRE LANE -NO PARKING" PER CITY ORDINANCE. CONTRACTOR SHALL DENSITY OR EX SUBGRADE MOISTURE CONDITIONED
SPECIFICALLY STATED ON PLANS OR APPROVED BY THE ENGINEER. SUBMIT A MOCK UP OF ALL MODIFIED SIGNS TO OWNERS REPRESENTATIVE FOR APPROVAL PRIOR TO COMPACTED TO 95% MAX DENSITY
= 3. FIRE LANE MOUNTING SHALL BE AS ORDER OR PURCHASE OF SIGNS HEAVY DUTY
FOLLOWS: NOTES: Ln
= A. 60 INCHES TO TOP OF SIGN WHERE MOUNTED ON BUILDING OR NOT 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE CONSTRUCT SECTION SHOWN. 00
0 LOCATED ADJACENT TO PEDESTRIAN WALKWAY 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. N
ry B. 80 INCHES TO TOP OF SIGN WHERE LOCATED IN OR ADJACENT TO 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 0
U-1 PEDESTRIAN WALKWAY. 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. N
Go 4. ADA SIGN MOUNTING 5' FROM ELEVATION OF PARKING SPACE MEASURED TO CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO N
0 NTS BOTTOM OF SIGN IN ACCORDANCE WITH ICC/ANSI A 1 17.1-2003 SECTIONS 502 NTS PAVING. NTS (�
z CONCRETE VERTICAL CURB & 503 SITE SIGNAGE 3 STANDARD AND HEAVY DUTY ASPHALT PAVEMENT
J
MODIFIED CONIC CURB DOWEL (TYP)
CURB & GUTTER
QUARRY SPACES
FINISHED GRADE 6 4 4v, 4 V � n
18" D V� � W �4 �4 � �*,i "
° ` :X
p ° D ° » � al
PAINT SPEED BUMP �� ° p D
oo�oo oo� o �o oo�o oo�o oo�o oo�o `�1 D r �, � �
YELLOW �'
Oo Oo 0 0�00 0�00 0�00 ��Oo 000 5J 6 \4 CONIC CURB
& GUTTER
SECTION A -A
...........
4" CEMENT CONCRETE, o ...................
COMPACTED SUBGRADE CL 4000 ASPHALT SPEED BUMP 4
4" CRUSHED SURFACING BASE CLEAN EX PAVEMENT ROAD PAVEMENT
COURSE COMPACT TO 95% MAX & APPLY TACK COAT
DENSITY
1' EQ 1' EQ 1'
TOP OF CURB 14" 12" 14"
NOTE:
" "
1. MINIMUM CONCRETE 3000 P.S.I (5 1 /2 SACK). q GUTTER LINE 1MIN 1MIN TOP OF CURB
2. PLACE TOOL JOINTS @ 5' O.C. TYPICAL UNLESS OTHERWISE NOTED ON ARCHITECTURAL q o GUTTER LINE
DRAWINGS.
°
3. IF WALK IS OVER 7' WIDE, PLACE LONGITUDINAL SCORE JOINT. LOCATION OF LONGITUDINAL EX PARKING ° ° D 1" LIP p o
SHORELINE WILL BE PROVIDED TO OWNER'S REPRESENTATIVE IN SCORING AND JOINT LAYOUT STALL STRIPE
PLAN PRIOR TO CONSTRUCTION.
°
D ° D D D O%
4. WHERE REPLACING EXISTING WALK. START NEW WALK AT EXISTING JOINT. MATCH EXISTING
SCORING PATTERN & CONCRETE FINISH.
° NTS
STREET SLOPE o 8
SECTION A -A STREET SLOPE R-422126 NOT USED
NTS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING Q
Michael Sippo 01 /27/2023 '' <
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IT S NTS ITS
CONCRETE PAVEMENT 5- to - SPEED BUMP 6 CURB TAPER
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WAS SURVEYED: SCALE: DATE:
1932 First Ave of yeti �� VERTICAL: NAVD 83/1 ' CITY 0 LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022 LU
�� \ G� HORIZONTAL: NAD 1983/1991
Suite 201 0) o
�� Z DESIGNED: �+ �-�- FIELDBOOK:
Seattle, WA 98101 - 16426128TH AVE SE
RENT 0 N PAGE: H
p. 206.725.1211 DRAWN: DRAWING N0:
s o CIVIL PERMIT RESPONSE 0/26/2 DATUM RENTON WA 98058 � f. 206.973.5344 �o� �F /STERN \��7 PERMIT RE -SUBMITTAL 2/12/2 CHECKED: ONE INCH
FSS�ONAL ENG\ AT FULL SCALE Planning/Building/Public Works Dept. PAVING DETAILS C 3.7 E
engineering pIIc www.lpdengineering.com .?.��N` N0. REVISION BY DATE APPR C NOTONEINCH
APPROVED: SCALE ACCORDINGLY SHEET: 26 OF: 64 u^..l
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