HomeMy WebLinkAboutR-382013X4" F " AN';10\ MATE: AL
.--�- _ - ,..,. f X/1" FX AP I�E'
', MAT•AL
�, 'Ell_t _ _IIBN_' A",-TTER
`_ CUgE LI\E., T. E . ;IAL A
A \ :, (3! i TTER .�
.r
t2"Xl" Fk AN` 10\ ?•WATER AL y
f,1"R AT )INP r
S"�"',ISE LINE.
B
VATE< ALC <'1 <ET'_ IZN
/4",'FT. SLI -171E
1 -• `
1T
�A`IEME\T AIN PES --)LAN(-,
-STA%-:'ArdC1 'EV.
AN4 JTTE?
�ECTI N a-,4
� ENEHAL N: )TE
1 1 4TT. -'E
P4 EMENT AS PER -L.A\
,ft
-TTE
EE`SHEET r. F"O A -"NAY" CE`/EL',)l;ME\T
JOINTS: JWVY JOINTS SHALL HE PLA' -ED N0T Ti, EXi,EE1 '5 1'C N LESS THAN C. THEY SHALL
140T HE LESS THAN i/16" IN THI xNESS AN.' SHALL 3E FxIEN)L 't.-3EL'.W THE E._sTTE-� LINE. , `z"
THR, .,ANTS- SHALL BE PL.ACEC AT .ALL CCLD ,IDINT`- AS ^IRE vTED- 3Y ENs 1NEE < AND SHALL ERTEN
3ELOW Ci)N=':RETE.
WHERE THE SIDEWALK � T01 3E PLA::E'v AGAINST THE ti[3 Ati: - zTTEK. THE `.'INT SHALL 3E A ---L'
i31NT. ?,.'2'X `i" E7tP.Ah>I^t` MATERIAL :SHALL SE PLACE-- FROV = C.'S T'='.T'=, AT ALL 01, 28 RET_: i
1/9-X4" FXDANS10N R?ATERIAL SHALL 3E PLA,,^,E;, AT EVEPY F0JR7'I S11)EWALA- DANEL.
THE CONCRETE M x FOR 51`',EWAL'E� SHALL-CNF:1;RV T;1 THE REE1.'IREVE\T OF :'L`I,"� ? :`4" ++STH AI
ENTRAINVENT-
THE E:C)!tiE;FtETE `_SHALL HAVE A ?R.',FE)N FINISH `tVITH ALL E;(;E` HAAs;., �. ,"l' T .'LEI FI`<I H.
CO±PA'ION - TYPICAL )IDP,WALKS 3uRADE S_K Y ADOPTED
CTT' OF RENTON
♦, 1`++ ST41 DARD PLANS
- T.ST DATE: '; a
')ATE RE ISIO\ Rv AP =R
1 TYPICAL SIDEWALK
COR STD DTL F007
N.T.S.
20"
48" 54" & 60" TOP SLAB
20"
_
72" TOP SLAB }
96" TOP sus
N
14 BARS ® 6" CENTERS
BOTTOM FACE WITH
1 " MIN. COVER
NOTES:
FACE OF CURB
6 1:2., •+
617, V
11 R. i" R. :24
TOP OF
12" R. ROADWAY
V-6' I
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 1/T FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
SOP OF
1!2'R. ROADWAY
1' - 6" i
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
PS
SE 1/4, S W 1/4, SEC. O5, T. 23 N., R.OSE., W. M.
KING COUNTY, WASHINGTON
6" CEMENT CONCRETE
112" R. y. •- 1" R SIDEWALK RAMP
LIR LANDING
VARIES
FROM
6" TO 0
t
34D" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANCINGS
FACE OF ADJACENT CURB
612„ -
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
1„ 17 R. ROADWAY
i . r
2" . 1
•
1
DEPRESSED CURB SECTION
AT fWOD£NTIAL DRt1a1EWAYS ONLY.
M
FOR CO IAERC'IAL DRIVEWAYS SEE STC) PLAN 104.2
FACE OF ADJACENT CURB
GUTTER SURFACE
FACE OF CURB
.r
V
1=2" R. M VR.
i t
TOP OF
to
ROADWAY
v
T
f
' 1" R. -----� --
- CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL. DRIVEWAYS, AND ALLEYS
GENERAL NOTES -
1. Sat standard plans 102 and 101 1 for curb expansion and contraction joint spacing.
2. Not used.
3. For Depressed Mtor4 this Driveway Cutty B Gutter Section see Standard Plain 1042
-P 101
+ * PUBLIC WORKS C cum";PEEDRT E�
DEPA �i T
1. PROPRIETARY CATCH BASIN HANDHOLDS AND STEPS ARE
ACCEPTABLE, PROVIDED THAT THEY CONFORM TO SEC. R,
ASTM C478, AASHTO M-199 AND TWEET ALL Wr-49
REQUIREMENTS.
2. CATCH BASIN STEP/HANDISOLD LEGS SHALL BE PARALLEL OR
APPROXMMTELY RADML AT THE OPTION OF THE
MANUFACTURER, EXCEPT THAT ALL STEPS IN ANY CATCH
BASW SHALL BE SMMLAR. PENETRATION OF OUTER WALL BY
A LEG IS PROHNfTED.
3. HAND40LDS AND STEPS SHALL FIVE "DROP' RUNGS AS
,/5 BARS • 6" CENTERS SHOWN ON DETAIL OR PRIOTU V?AWES TO PREVENT
BOTTOM FACE WITH SIDEWAYS SLIP.
1 " MIN. COVER
16 BARS ® 7" CENTERS �r F
BOTTOM FACE WITH
1 " MIN. COVER
\ 1" CLEARANCE
3 REBAR #7 G4LV.
(SEE NOTE 4) SaY00TH
GRADE RING STEEL
CATCH BASIN DETAILS
IC
S. Nrs KCRs z-oos
314"
PREMORKATED LADDER
GreWrnmerrnan. Public Works Administrate
2 CEMENT CONCRETE CURBS
5, COR STD DTL 101
N.T.S.
#3 BAR EACH CORNEF
#3 BAR EACH SIDE
0'2 neo cerru
FI1 E AIS VANED 4WAT'E
i
6" OR 12'
i'
ONE #3 BAR HOOP FOR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTAMU1" AB.JUSTMENT SECTION
P11PE ALLOWANCES
POE aaMl111110111L
4. SLAB OPEMM AMY BE 24" X 20" OR 24" DIM.
TYPICAL ORIENTATION
FOR ACCESS AND STEPS
REINFORCED OR
5. AS AN ACCEPTABLE ALTERNATNE TO RE84R, WELDED WIRE
PLAIN CONCRETE
REINFORCING STEEL
in2/R. IN EACH DIRECTION
FABRIC FMVING A RAMI. AREA OF 0.12 SOL44RE ITCHES PER
15"
cam*
FOOT AMY BE USED. WELDED WrR'E FABRIC SHALL COMPLY TO
(STD. SPEC. 94)5.20)
8"
AS7M A497.
12" MIN. 12" ANN.
(STD. SPEC. 9••06.12(1))
8"
PROFILE WALL PVC
15"
6. LADDERS OR S7EPS SHALL EXTEND TO *T7h V 16" OF
60"
-
L
8"
48"
8"
BOTTOM OF CATCH BASIN.
7
72"
6"
8"
W.
12"
0.35 0.24
$4"
8"
12"
72"
12"
TOP HA 40W ON STEP OR BY BOLTMIG OR EMBEDDING
HANDHOLD
8"
12"
84"
IN CONCRETE. EACH SHALL BE EAWDDED AT BOTTOM IN
SASW STEP
BASE.
*ALL
ALL STEPS & RUNGS 18
488-
DEFORMED R
8, ADDfTIONAL SAFETY FEATURES AMY BE REQUIRED IN VERY
OR COPOLYMER PROPYLENE
OR . 12> ANN.
DEEP OR UNUSUAL STRUCTURES.
12" MIN. \ z
�
N
`D
R=3/4"
z
ELEVATION PLAN
6"
DROP RUNG
CATCH BASIN STEP
,8 GAL V.
5" 24> 5"
-
DEFORWD
REBAR
k
16 BARS ® 7" CENTERS �r F
BOTTOM FACE WITH
1 " MIN. COVER
\ 1" CLEARANCE
3 REBAR #7 G4LV.
(SEE NOTE 4) SaY00TH
GRADE RING STEEL
CATCH BASIN DETAILS
IC
S. Nrs KCRs z-oos
314"
PREMORKATED LADDER
GreWrnmerrnan. Public Works Administrate
2 CEMENT CONCRETE CURBS
5, COR STD DTL 101
N.T.S.
#3 BAR EACH CORNEF
#3 BAR EACH SIDE
0'2 neo cerru
FI1 E AIS VANED 4WAT'E
i
6" OR 12'
i'
ONE #3 BAR HOOP FOR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTAMU1" AB.JUSTMENT SECTION
P11PE ALLOWANCES
POE aaMl111110111L
rAi�li�1
EM
REINFORCED OR
12'
PLAIN CONCRETE
REINFORCING STEEL
in2/R. IN EACH DIRECTION
ALL METAL PIPE
15"
cam*
12"
(STD. SPEC. 94)5.20)
8"
SOLID WALL PVC
15.
(STD. SPEC. 9••06.12(1))
8"
PROFILE WALL PVC
15"
(STD. SPEC. 9-06.12(2))
60"
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
Nam
1. As acceptable alernalres io the rebor shown In the PRECAST ■AM
SECTION, #foots (pieced acc P*V te the Standard SpecNraliwaas}, or
wire mesh having a n** um area of 0.12 square per foal shag
be used wigs the mklMmun required rebw shown in the ALTEIMiAWK
PRECAST BASE SECMN. V*e mesh shall not be placed in the
knockouts.
2. The knockout diameW Mud not be greater than 20. Knockouts shag
have a wall thickness of 2" rnk*n xn to 2.5" rrwAmum. Pro%fte a 1.5"
minimum gap between the knockout wag and the outside of the pipe.
After the pipe is kn d@W, IN the gap with joint mortw in a000rdence
with Standard SpedEcation 9-04.3.
3. The maximum depth from the 6ihed grade to the bwuest pipe invert
shall be 6.
4. The frame and grate must be or,@ids d with tee flange down.
5. The Precast Base Sec don may howls a rounded floor, and the waft may
be sloped at a rate of 1:24 or adage.
6. The opening shall be measured at the by of the precast base section.
7. AN pickup holes shag be grouted Sur a flow the bald has been placed"
8. AN grade rings and castegs shag be set in mortar to accordance vAh
- \
y>r Standard Sper&MIinn 9-04.3.
#3 BAR EACH CORNER
18' MIN. - >.
est •., ; t'•
#3 BAR HOOP - E
a
SEE NOTE 1
AL TEEMUTTWE !RECAST BASE SECTWIN
, Pt, B1.1C WORKS CATCH NAWff TYM I
90. lr " - 900.00
DEPARTMENT
MARCH 9.008
- CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
- HANDHOLD
CM --- -- RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
tO J + GROUT, TYPICAL (SEE NOTE 5)
r
W.
Z > FLAT SLAB TOP
W,
4e", 54", ST. 72", 94" OR 91i > .
<', o • e - MORTAR (TYP.)
i qp
r: b - _ 1 .1� STEPS sk
LADDER �•\� � 'I
f
Q ,
h _
`Z REWORCING STEEL (TYP.)
MORTAR FILLET
+ : _
GRAVEL DL FOR
PIPE ZONE BEDDING
SEPARATE BASE INTEGRAL BASE
CAST -IN-PLACE PRECAST WITH RISER
•O• RING d Y
12"
GRAVEL BACKFILL FOR
6' PIPE ZOW BEDDING
SEPARATE BASE
PRECAST
CATCH BASIN pIMN
Ei10NS
CATCH MAXIM
BASEUM
MINIMUM
Mal_
1. No steps are required when height is 4' or less.
2. The bottom of the precast catch basin may be sloped to facilitate ckmr* g
3. The rectangular *am arld grate must be installed wlth the flange down.
The frame may be cast Into the adustmerit section.
4. Knockouts shall have a wag Nokness of 2" rrlinMnum to 2.5" ma*num. Provide
a 1.5" minkmirn gap between the knockout wag and the oubide of the pipe. Atter
the po a is instated, 0 the gap with joint mortar in accordance wills Standard
9.04.3.
PIPE
ALLOWANCES
BASIN
DIAMETER
WALL KNOCKOUT
THICKNESS THICKNESS SI
DISTANCE
BETWEEN
KNOCKOUTS
REINFORCING STEEL
in2/R. IN EACH DIRECTION
SEPARATE BASE INTEGRAL BASE
48"
4"
6'
36"
8"
0.23 0.15
54"
4.5"
8"
42"
8"
0.19 0.19
60"
5"
8"
48"
8"
0.25 025
72"
6"
8"
W.
12"
0.35 0.24
$4"
8"
12"
72"
12"
0.39 0.29
g6"
8"
12"
84"
12"
0.39 0.29
Mal_
1. No steps are required when height is 4' or less.
2. The bottom of the precast catch basin may be sloped to facilitate ckmr* g
3. The rectangular *am arld grate must be installed wlth the flange down.
The frame may be cast Into the adustmerit section.
4. Knockouts shall have a wag Nokness of 2" rrlinMnum to 2.5" ma*num. Provide
a 1.5" minkmirn gap between the knockout wag and the oubide of the pipe. Atter
the po a is instated, 0 the gap with joint mortar in accordance wills Standard
9.04.3.
5. AM grade rugs, Asers, and casdngs shall be set In mortar in accordarK� me with comrgaled Polyethylem slots, Seww Pipe (Std. spec. 9w05.20)
Standard Spa rilirmAinn 9-04.3. C2, (std.spec. 9-05.12(1))
6 CATCH BASIN TYPE -2 (-W. �. 9-05.12(2))
5 sm DTL 201.00
N.T.S
3 CATCH BASIN TYPE -1
S, COR STD DTL 200.00
N.T.S.
CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNr-ORM CONTACT.
THE SURFACE AREA OF THE BASE SECTION MU6T
BE GROUTED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION.
AOJUiT=NT iiCTI M1
SASE SECTION
SEE NOTE 4
TI I I A I TTT41
NOTES
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT,
GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY
THE ENGINEER TO GROUT MI PLACE IN ACCORDANCE WITH At'1NA STANDARD SPECIFICATION 7-05.3.
2. SHM►AS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHINS IS PROHIBITED.
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT,
4, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND.
5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT
6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WA I ER .FIGHT .
7. GROUT IS TO BE NOWSHRIdK TYPE GROUT MEETING THF RECAMRFMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR
MAXIMUM PERCENT DRY SHRMIKAGF. THE MINIMUM COMPRFSSIVF STRENGTH SHAT_(. BF 4,000 PSI AT 7 DAY PER APWA STANDARD
SPECIFICATION 9-20.3
8. PICK ! LIFTING HOL.FS ARI- TO BF (-n2OI.JTFD WATER TIGHT.
PUBIJC WORKS I CATCH BASIN INSTALLATION STD. PLAN - 202.00
DEPARTMENT
PARCH 2008
-"WATCH BASIN INSTALLATION
S car srn on 202. 00
N.T.S.
•
1
Know wh.r:blow.
CIN Wore you dg.
UTIL CONFL ICT NOT
R E.
CAUTION.•
THE CONTRACTOR SFW_L BE RESPONSIBLE FOR VERIFYING THE LOCATION,
00EMSI(Md, AND DEPTH OF ALL EXISTING U71LIIlES WHETHER SHOWN ON THESE
PLANS OR NOT, BY P07HOUNG THE U71U11ES AND SURVEYING THE HORIZONTAL
AND YERTICa1L LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL
INCLUDE QILL.N�G UIILIR' LOCAIE A 1-�0-424-5555 POTHOLING ALL OF THE
IXISTMIG UlILR1ES AT LOC4110NS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY MFkTFIER OR NOT CONFLICTS EXIST. LOCATK)NS OF SAID UTILITIES AS
� SFIONN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORAN710N AND ARE SUBJECT TO VARNT10N. IF CONFLICTS SHOULD OCCUR,
THE CONTRACTOR SFMLL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
CITY OF RENTON
APPROVED BY� DATE:
APPROVED BY: �-.j DATE: I////(-
19menval" coo
AMOVEDBY: DATE: P O BOX - 1478
2 2ND BIMLDMdG RENEW
1 BUN.DMrG PERANf SU*MlTAL
REV. N0. DESCRApIION
PIPE
ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM IMIDE DIAMETER
BASIN
DIAMETER
ONCRETE
ALL
METAL
Cf'S
,1;
SOLID
WALL
PVC C2,
PROFILE
WALL
PVC 3,
48"
24"
30"
24"
27'
30"
54"
30"
36"
W.
27"
36"
60"
36"
42"
W.
36"
42'
72"
42"
54"
42"
36"
48'
84"
!A'
,7Q�'•"
6"
0
V712/"
54-
36-
48"
96"
W.
3306"
488-
5. AM grade rugs, Asers, and casdngs shall be set In mortar in accordarK� me with comrgaled Polyethylem slots, Seww Pipe (Std. spec. 9w05.20)
Standard Spa rilirmAinn 9-04.3. C2, (std.spec. 9-05.12(1))
6 CATCH BASIN TYPE -2 (-W. �. 9-05.12(2))
5 sm DTL 201.00
N.T.S
3 CATCH BASIN TYPE -1
S, COR STD DTL 200.00
N.T.S.
CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNr-ORM CONTACT.
THE SURFACE AREA OF THE BASE SECTION MU6T
BE GROUTED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION.
AOJUiT=NT iiCTI M1
SASE SECTION
SEE NOTE 4
TI I I A I TTT41
NOTES
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT,
GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY
THE ENGINEER TO GROUT MI PLACE IN ACCORDANCE WITH At'1NA STANDARD SPECIFICATION 7-05.3.
2. SHM►AS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHINS IS PROHIBITED.
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT,
4, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND.
5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT
6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WA I ER .FIGHT .
7. GROUT IS TO BE NOWSHRIdK TYPE GROUT MEETING THF RECAMRFMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR
MAXIMUM PERCENT DRY SHRMIKAGF. THE MINIMUM COMPRFSSIVF STRENGTH SHAT_(. BF 4,000 PSI AT 7 DAY PER APWA STANDARD
SPECIFICATION 9-20.3
8. PICK ! LIFTING HOL.FS ARI- TO BF (-n2OI.JTFD WATER TIGHT.
PUBIJC WORKS I CATCH BASIN INSTALLATION STD. PLAN - 202.00
DEPARTMENT
PARCH 2008
-"WATCH BASIN INSTALLATION
S car srn on 202. 00
N.T.S.
•
1
Know wh.r:blow.
CIN Wore you dg.
UTIL CONFL ICT NOT
R E.
CAUTION.•
THE CONTRACTOR SFW_L BE RESPONSIBLE FOR VERIFYING THE LOCATION,
00EMSI(Md, AND DEPTH OF ALL EXISTING U71LIIlES WHETHER SHOWN ON THESE
PLANS OR NOT, BY P07HOUNG THE U71U11ES AND SURVEYING THE HORIZONTAL
AND YERTICa1L LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL
INCLUDE QILL.N�G UIILIR' LOCAIE A 1-�0-424-5555 POTHOLING ALL OF THE
IXISTMIG UlILR1ES AT LOC4110NS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY MFkTFIER OR NOT CONFLICTS EXIST. LOCATK)NS OF SAID UTILITIES AS
� SFIONN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORAN710N AND ARE SUBJECT TO VARNT10N. IF CONFLICTS SHOULD OCCUR,
THE CONTRACTOR SFMLL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
CITY OF RENTON
APPROVED BY� DATE:
APPROVED BY: �-.j DATE: I////(-
19menval" coo
AMOVEDBY: DATE: P O BOX - 1478
2 2ND BIMLDMdG RENEW
1 BUN.DMrG PERANf SU*MlTAL
REV. N0. DESCRApIION
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO@ INSIGHTENGINEERING.NET
t
i
1
SfTE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N.
RENTON, WA 98056
TAX ACCOUNT NO.'S: 3344500007
PERMIT NO: 015002518
I
BW
08-19-201
BW
04-06-201
lIV1TULS
DATE
A
r
y
J
SE 1/4, SW 1/4, SES: 05, T. 23 N", R.05 E", W.M.
LEGACYRENTON
DWG FILENAME
130623-FM4LDWG
DESIGNED BY: DATE
JRC 11-04-2013
SCALE
l!=20'
JOB NO.:
�3-123
DETAILS
SHEET
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