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GRADE STANDARD PLAN 102
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SHEAR PAD PER CITY OF pad/M 910d IDu6!S- \► aaa N 1 (1) 2 I
c� RENTON STANDARD PLAN U I S S OJ O I I I / Q «g 1 �� I CONNECT TO EX PSE TO USE (1) 6" -LUMEN
N TO USE (2) 4"
310.1 40 LUMEN TO USE (1) 4" I
U b I 4 1 D p d S �j ELECTRIC VAULT
PEDESTRIAN PUSH BUTTON AND I S a a d S 1
c�l APPURTENANCES PER WSDOT "PSE I I _ �P = Wl N STA 24+52.64, 39.1 R °S STA 24+58.04, 45.4' R /
`� LAN J-20.11-03 (1) 6 I I �� 1 COMCAST VAULT UlpJa 1�0U2 1 I
STD P SEE EAST SIDE
SEE TRAFFIC PLANS PROFILE SHEET C3.0 I 16 Z (Ms)]I BY COMCAST I
ADJUST LANDSCAPE GRADES ON SITE TO I 6 "�"� p � (] N) 31 � uo0
MATCH PROPOSED SIDEWALK ELEVATIONS TRANSVERSE PATCH 6`
LANDSCAPE GRADES SHALL HAVE A PER CITY OF RENTON \ O L� =�1H A 1 ° l U n�1
MAXIMUM SLOPE OF 20�
STANDARD PLAN 110 o (2) 4" COMCAST �° m Aig D31JPU1jA3 I
RESTORE LANDSCAPE TO EXISTING o I II �dJ�1 Z6� 8 o pg.Lp �H I uan� 0°92=3Ad4c�(�)HI
CONDITION I / D 01 I U I
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LEGEND
- - PROPERTY LINE T-423501
�230� _
EX CONTOUR (INDEX)
W-423502 R-423506
EX CONTOUR CONCRETE PAVEMENT
230_ PROPOSED CONTOUR (INDEX) TACTILE WARNING STRIP IN COMPLIANCE WITH CITY OF RENTON STANDARDS
231_ _ PROPOSED CONTOUR ASPHALT (AC) PAVEMENT Z
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xxx.x DEVELOPMENT ENGINEERING
1-1 SPOT ELEVATION GRIND AND OVERLAY 10 0 5 10 20 Michael Sippo 05/11/2023 '
FF 78.0 FINISHED FLOOR ELEVATION SITE WALL
EX BUILDING CURB AND GUTTER ,
GNU I Y / PROPOSED BUILDING LANDSCAPED AREA Scale 1"= -10
'`"` WA$kjrlt SURVEYED: SCALE: DATE:
VERTICAL: NAVD 1988 •
CITY 0 I 3 31 2022
1932 First Ave y • - o HORIZONTAL: NAD 1983/1991
� � DESIGNED: � SARTORI ELEMENTARY SCHOOL
Suite 201 ,�.� � `� FIELDBOOK:
Seattle, WA 98101 R E N TO N 315 GARDEN AVE N PAGE:
DRAWN: 1 1 1
p. 206.725.1211 � - wz RENTON WA 98057 DRAWING NO: ■ ■ ■
,� 2103 1 w ONE INCH DATUM '
f. 206.973.5344 0�� �CI R� ��� CHECKED: Planning/Building/Public Works De t p . GRADING, UTILITIES + PAVING PLAN C 2.0
AT FULL SCALEQ
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rSIONAL �� SIF NOT CALE ONE INCH
iop); NO. REVISION BY DATE APPR APPROVED: INGLY SHEET: 6 of:25
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110.1
AND NOTES SEE STANDARD PLAN
STD. PLAN - 110.2
PUBLIC WORKS
REQUIRED SAWCUT, GRIND AND
\PPR' '1
DEPARTMENT
OVERLAY FOR LONGITUDINAL TRENCHES
M ETING WSDOT STANDARD SPECIFICATION GUTTER
9-07.6.
3. WHEN THE PCC PANEL IS LESS THAN 8" SECTION A -A SECTION B-8
IN THICKNESS #5 TIE BARS X 30" SHALL
BE USED. FOR TRANSVERSE JOINTS TIE SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
BARS SHALL BE ON 36' CENTERS WITH
NO LESS THAN 2 BARS PER SIDE ON
SMALL REPAIRS OR REPLACEMENT
PANELS.
4. TIE BARS AND CORROSION -RESISTANT
DOWEL BARS SHALL BE PLACED IN
ACCORDANCE WITH WSDOT STANDARD GENERAL NOTES:
SPECIFICATION 5-05.3(10).
JO'.NTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
5. DOWELS SHALL NOT BE USED WHEN PCC NOT BE LESS THAN 3/16• IN THICKNESS AND SHALL BE EXTENDED 2- BELOW THE GUTTER LINE. 1/2'
PANEL IS LESS THAN 5" IN THICKNESS. THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1'
BELOW CONCRETE.
6. NEW PCC PANEL SHALL MATCH WHERE THE SIDEWALK 15 TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD
THICKNESS OF EXISTING CONCRETE JOINT. 1/2'X 5° EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS.
PAVEMENT. 1/2•X4- EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL.
THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REDUIREMENTS OF CLASS 8 (3/4•) WITH AIR
7. FULL PCC PANEL REPLACEMENT IS NOT ENTRAINMENT. �"C Y p PAVEMENT MARKING NOTES
REQUIRED WHEN OVERLAID WITH ASPHALT Cr - 1O9
PAVEMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH. �. ,� PUBLIC WORKS �p F'pi�'
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). TYPICAL SIDEWALK p� DEPARTMENT Ma in r aS1lUCii1 1/5/20Z0
ICY p ADOPTED FN10 8B8181FD98R119D_ DATE
TYPICAL PATCH FOR RIGID STD. PLAN - 111 �• CITY OF RENTON
PUBLIC WORKS PAVEMENT WITHOUT ASPHALT STANDARD PLANS NITS
DEPARTMENT CONCRETE OVERLAY 10- LST DATE:04/04 COR STD PLAN 109 - PAVEMENT MARKING NOTES
_ �......., nwr. NAMF- Fnn7 CQ PA(F Fnn7
NT 3 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929, MUELLER
COR STD PLAN 110.2 - REQUIRED SAWCUT GRIND AND OVERLAYS COR STD PLAN 111 - TYP PATCH FOR RIGID PAVEMENT WITHOUT ASPHALTS COR STD PLAN F007 - TYP SIDEWALK SUPER CENTURION LUGS.
AND 4" MAIN
US PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
9-8" CONC UNE 8" 4" SQUARE 4 1/2" 4.875" x 5'
7'-0'5x5'x6° THICK CONCRETE PAD AROUND
STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG
s'-e" SHELTER LEG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
1'-a"
V-a' - _ �_ STANDARD 8" TOP SECTION WITH REGULAR BASE
4" SQUARE ° STEM Wa HYDRANT. FINISH TO MATCH SIDEWALK.
SHELTER ;T�
°EXPANSION JOINT ATSECTION LENGTH TO FIT. VALVE NUT EXTENSION
i/4•caNcnErF°"['7. Oo° BACK OF SIDEWALKAS REQUIRED.
�eSfORE LNJE (TYP). -� d - 7/4"4CONCREfE • UFER GROUNDING a,CURB LANE LANE LANE CURB LANE QDRE N :(� U ER GROUNDINGEPER D111 S UBUP CONCRETE SIDEWALK RAISED 4 ° ° Dn1 SIUBUP LOILOCATION FOR B30' STIMSONIIP EVTWO-WAYRBUE TREFLECTIVE
_ FOR B-SERIES FOTILOSERIESATI FoFOR E �OR PLANTING STRIP•e EXCEPT FOR THBa
p 5 :° q SERIES FOOTINGS
CENTER CENTER --- ---- C7 e 4T --- TYPICAL LEG DETAIL TYPICAL LEG DETAIL
IN IN ® CORNER FOR B-SERIES FOOTING ® CORNER FOR B30 > 36" MIN
LANE LANE (EXCEPT B30 SERIES) SERIES FOOTING COVER CONCRETE BLOCKING
B21 FOOTING DETAIL 5
eA
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I F -
- '��} 4eftLT e9 ° SCALE: NONE
___ TYPICAL LEG DETAILS OR B SERIES FOOTINGS 8
I I III H Ili I I 7 ,(7.. ___ SCALE: NONE ___ O
ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK
1/2"X4" EXPANSION MATERIAL MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT
1/4"R AT JOINTS INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
PORTLAND CEMENT CONCRETE (PCC) SHALL MEET THE
MATERIAL AND CONSTRUCTION REQUIREMENTS OF WSDOT 1/2"X4" EXPANSION MATERIAL GEM. CONIC. CURB AND GUTTER M-3.10-04 LEFT TURN CHANNELIZATION
STANDARD SPECIFICATION 5-05 1/4"R AT J01NTS M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS
SAW CUT SHALL BE VERTICAL - M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES
SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LINES M-3.40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION
M-3.50-03 DOUBLE LEFT TURN CHANNELIZATION
AN IN STRAIGHT LINES SCORE LINES TO TT RADIAL A W M-5.10-03 RIGHT TURN CHANNELIZATION
TO CURB AND GUTTER i •'
EXISTING CONCRETE + �• W M-9.50-02 BICYCLE LANE SYMBOL LAYOUT
II PAVEMENT M-9.60-00 SHARED - USE PATH MARKINGS
1/2"X4" EXPANSION MATERIAL M-11.10-03 RAILROAD CROSSING LAYOUT
� SEE NOTES BELOW 1/4"R AT JOINTS SCORE LINES M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS
M-20.10-03 LONGITUDINAL MARKING PATTERNS
SEE WSDOT STANDARD 9 M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES
SPECIFICATION 5-01.3(6) 6" I,1P' i _ _ M-24.20-02 SYMBOL MARKINGS -" TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS
AND NOTES BELOW MIN. M-24.40-02 SYMBOL MARKINGS -• TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS
12• 6" MIN. "W"-WIDTH OF SIDEWALK ---- M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS
EXISTING COMPACTED BASE I ----
SIDE OF TRENCH 12 MIN. LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE
SIDE OF TRENCH (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
CSTC. BANK RUN GRAVEL FOR TRENCH BACKFILL A COMPACTED CRUSHED SURFACING
(9-03.9(3)), GRAVEL BORROW (9-03.14(,)) PER PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE
WSDOT STANDARD SPECIFICATIONS OR NATIVE TOP COURSE. (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
MATERILA IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR. PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS
OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN
3M 50/50 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS,
CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR
APPROVED EQUAL.
1/2"X5" EXPANSION
MATERIAL CURB RETURN LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR
1/4"/FT. SLOPE ONLY
/2"R 1/4"/FT. SLOPE UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
PANEL REPLACEMENT DETERMINATION NOTES: 1/2"R 4" �1/2"R
PAVEMENT AS PER PLANS LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL
FULL CEMENT CONCRETE PANEL REPLACEMENT: ,• TRANSVERSE JOINTS FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL
FOR CEMENT CONCRETE SURFACE STREETS, THE ON CENTER
ERM. x IN WSOO DOWEL Bags -_
ON CENTER MEETING wsoor STANDARD = - FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W/RAISED PAVEMENT MARKERS.
MINIMUM RESTORATION SHALL BE FULL PANEL SPECIFICATION 9-07.5. 1T
REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING 4" PAVEMENT AS PER PLANS II
CONDITIONS EXIST: 2. LONGITUDINAL JOINTS PARKWAY) STANDARD CEM. PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE
N5 TIE BARS X 30" 0 36" ON CENTER STANDARD CEM. CONC. CONIC. CURB AND LESS THAN 50° F.
E CURB AND GUTTER
CONDITIONS
ADDITIONAL REQUIREMENTS
ALL BUS ROUTES
ALL INTERSECTIONS
PLUS ONE PANEL BEYOND THE
CURB RETURN
40% OR GREATER OF
EXISTING PANEL REMOVAL
EXCELLENT CONDITION (BASED
ON VISUAL AND/OR
NON -DESTRUCTION TESTING
PRINCIPAL, MINOR, COLLECTOR
ARTERIALS AND ALL STREETS
IN CBD WITHOUT BUS ROUTES
to'
`
B11 FOOTING DETAIL rT1
SCALE: NONE ---
1'-4" 7'-0' V-4^ 7•-0" 1' 4"
4/4"4L%NCRETE4 4'<
a SCORE LINE jTYF)
1'-4" 7'-0" 1 P-4^ 7'-0' r-a"
° [7'- P/4"CO4CPIf7E° e;,Cl e - 4 57•
4 SCORE LINE (TYP) 4. .. e
<4^ , °44,
1 a
4.
CONCRETE
THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
y 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING V ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND LEVEL ALL GROUND
\ MIN 3' RADIUSRADIUS
5-0" 8• 0° $'-0" ` 2'-B• FOR F50 AND F30 FRAMES. ?
SWE AS "S" FOR OTHER FRAMES GENERAL NOTES:
812 FOOTING DETAIL r31
TIRE TIRE TIRE TIRE SCALE: NONE --- m<i A a A "'1" INDICATES AREAS FOR FUTURE SHELTER LEGS AVOID , ONE MAN ROCK
o�0 4 ° D108 PLACING REINFORCEMENT IN THESE AREAS o6Li
TRACKS TRACKS TRACKS TRACKS z-B3 b9 0 2 FOR SITES WITH SLOPES LE55 THAN 0 5% IN 'A' DIMENSION,g V-4" 4'-4" V_4' 4'-4" V-4" GR°EAINCREASE DIMENSION AT MIDDLE OF FOOTING BY 1" TO71° (TYP.) ASSURE PROPER DRAINAGE OF SURFACE WATER.`6" CONCRETE PAD
,. P 3. JOINT PER DET 3/D1G1 TO ISOLATE EDGES FROM 6" CONCRETE PAD
L [7 [] PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES.
__ a �, m o , •SEE NOTE T 4. WHEN USING B-32 FOOTING WITH DOUBLE FRAMES, USE A
2 , a o LONGER BEARING SHOE TO SUPPORT THE FRONT MIDDLE LEG
1/4" 004CRE4 �� (BY METRO).
* TYPICAL 4-LANE ROADWAY CONFIGURATION SCORE TINE (bP) B30 SERIES FOOTING DETAIL 5. SEE GET D111 FOR CONDUIT AND GROUNDING WIRE. CUT FI LL
4. • • SCALE: NONE ---
€ GRADE NON -PAVED 6. FOOTINGS SHALL BE PLACED TO ENSURE THE SHELTER IS A
C ° SURFACES To 3" 'A' (SEE TABLE THIS SHEET) MINIMUM THREE FEET FROM FACE OF CURB TO THE VERTICAL
C S BELOW BACK AND
* NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. , F ea BIDEBT° KEEP SOILS SITES EDATSOME STRUCTURE; WHICH INCLUDES THE CANTILEVER OVERHANG HYDRANT LOCATION IN CUT OR FILL
° ° 4' y " AWAY FROM FOOTING REQU (NotE 2) PIACE FOOTING LEVEL AND EDGE OF THE SHELTER IF PLACED REVERSE TO CURB.
KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND 4 (N PAVED0SURFACES 7, GB30RADES
SERIES FOR USE WITH STEM WALL IN AREAS WITH RUNNING
° " ° - '_ _____ GRADES OF 6% OR GREATER.
IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON 9 A AEI ------ a'•
r --- -III III -II - _ STD. PLAN - 310.1
THE THERMOPLASTIC/PAINT. t " III III M_JJI �111=I 1 III=11 '/Z" • PUBLIC WORKS FIRE HYDRANT ASSEMBLY
-I�IIL,II1- '
R - - -- -.- -- A5 REBARS 0 1r O.C.EACH WAY, - "�� . • DEPARTMENT
_ FOR 14" THICK SLAB MARCH %i010
O�
•i 7 ❑ - ,El ba REanRs. 16^ O.C.EACH wnY. �E�,
e• FOR T 1/2THICK SINS LONGITUDINAL
SECTION n NITS
B13 FOOTING DETAIL �41
SCALE: NONE
SCALE: NONE FIRE HYDRANT ASSEMBLY
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1 KCMT 2021.2022 STANDARD DETAILS METRO TRANSIT CAPITAL DIVISION 0512022
S • TRANSIT PASSENGER FACILIITES - IMPROVEMENTS
King CountyW-423503 T-423514 R-423520
STANDARD SHELTER NGN6
K,.,hft, below. METRO �W' D103
W y Call FOOTING PLANS, SECTIONS
REVISION MATE tN.eC[ctiry - AND DETAILS "°Oi1 2D IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DEVELOPMENT ENGINEERING
,�Y o PUBLIC WORKS THERMOPLASTIC/PAINTED STD. PLAN - 127 Michael Sippo 03/24/2023 + � � RO
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COR STD PLAN 127 - THERMOPLASTIC PAINTED CROSSWALK 5 KC METRO D103 - STANDARD SHELTER FOOTING PLANS SECTION AND DETAILS
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0 /�G SURVEYED: SCALE: VERTICAL: NAVD 196E rr SARTORI ELEMENTARY SCHOOL DATE:
Know what's below. 1932 First Ave �o HORIZONTAL: NAD 1983/199, CITY 01
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Suite 201 �', DESIGNED: + /-- FIELDBOOK:
Call before you dig. Seattle, WA 98101 DRAWN: R E N TO N 315 GARDEN AVE N PAGE:
p. 206.725.1211 0 2; 51z1 ww ONE INCH RENTON, WA 98057 DRAWING NO:
Dial 811 f, 206,973.5344 �o����c TER�� ��� CHECKED: ATIULL --- DATUM Planning/Building/Public Works Dept. DETAILS AND NOTES C4.2
SS IONAL �IF NOT ONE INCH
engineering pllc www.lpdengineering.com 2 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF:
20 25
I I I III
S'(TYP.)-STRIPE 4 a s B22 FOOTING DETAIL r6
6"MIN.(TYP.) 24' 8"(TYP.)-OPEN �7 3 I SCALE: NONE ---
(TYP.)--8"(TYP.)-STRIPE 4
LANE LANE - LENGTH 'A
CONCRETE 6
LINE LINE A
GUTTER " 4*[ r ---
[1_ Lq
}'-B• FOR F20 FRAMES
FOOTING DIMENSIONS
FOOTING
TYPE
SHELTER FRAME
TYPE
LENGTH
'A'
WIDTH
'8
SLAB THICKNESS
'T'
311
PER PLAN
W-8"
7 0'
7 1/2"
912
PER PLAN
18'-0"
7 0'
7 1/2"
913
PER PLAN
12'-8"
9 8"
7 1/2"
B21
PER PLAN
9'-8.
4'-4'
14"
B22
PER PLAN
Ia'-O"
4'-4'
14"
B31
F11
9'-0.
6'-4'
7 1/2"
B31
F21
9'-0"
4'-4'
14'
B31
F31 OR F51
9 -0.
4'-4'
14'
932
F12
17'-4'
6' 4'
7 1/2'
B32
F13
12'-0'
9' o'
7 1/2'
B32
F14
17'-4
6' 4'
7 1/2"
B32
F22 OR F52
17'-4
4'-4'
14"
B32
F32
17'-4"
4' 4'
14"
04
W
0
N
L4J
M
1M
40
40
L40
W
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W
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