HomeMy WebLinkAbout0210.99.70
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SALVjW1 ED NON- REFLECTIVE GALFAANIIZED NON- REFLECTIVE '1
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SILKSCREEN BLACK LETTERS SILKSCREEN BLACK LETTERS � W
DO 00000000 10. };F e-
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TO MIN) SHALL IN INCREASED O 00000000 W pq w U
TO 12" IF REMAINING BACKFILL p vQ 00000000
W G
MATERIAL CONTAINS LARGER PARTICLES Q p O 00000000
00000000 xT.l.a P. 0.
L l-10" Dio. CL. 11 MATERIAL (ASTM 0-3221 -74 000000013 QQ� 00000000
SEC. 6.1.2) COMP TO 85% STD. 5' OR LESS VAN PROCTOR DENSITY, OR CL III MATERIAL Q w 1 Q t
5• r (ASTM 0-2321 -74 SEC. 6.1.3) COMP. NEENAH R -2564 OR EQUAL � x ^ < U
°r NOTE: ALL STRIPES TO PARKINS `� PARKWG D TO 90% STO PROCTOR DENSITY. IL NEENAH R- OA OR EQUAL NEENAH R -3405 ORE UAL
1 " BE 4" PAINTED WHITE - _ _ EQUAL �• V Q
CL. I MATERIAL (ASTM D -2 321 - � � B I I I -I T C ELI I- I- I I I —I I—I L I < Q- �� Z
74, SEC. 6.1.1) M4 STONE COMP. EDGE OF PAVEMENT, CURB.
18" R ONLY ONLY j0 /6(MN) IN ACCORDANCE WITH ASTM D- GUTTER OR SIMILAR STRUCTURE N�
�" u Tuc 01 .n..1 o.�-1 nAr ,..... 1.25 & + 12" (MIN.) I If,
LJ[, -/4 SIG. 9.1.1•• ",� •+•+�•� ..AVA..- yr -vn.
20' ," RAE) 1" RAO. 27" & SMALLER 3N BEEHIVE SOLID LID W •
�; ` ALL CORNERS ALL CORNERS III -III III 1 I I_I i I. }o' TO 60 4 \
WORK SUFFICIENT MATERIAL UNDER SPRING 'B' BORROW OR EOUIV. 66" & URGE 6 PAVED AREA - -
_ , ,..� .n nnn..n,- .•.- ......_ SIDE SUPPORT. GRANULAR MATERIAL
} iwI" .w rn.,.n.c wawLlc SIDE SUPPORT. COMPACTED TO 95%
12" 1 1 12" I STANDARD PROCTOR
4" (TYP, r , r , TYPICAL BEDDING SECTION DENSITY $ MIN ,2- TYPES OF STORM SEWER CASTINGS z
NOTE: 12 "X18" 18 GAUGE HOT NOTE: 12 "X18" 18 GAUGE HOT NOTE
HANDICAP PARKING DIP GALVANIZED NON - REFLECTIVE DIP GAIVANIZED NON - REFLECTIVE FOR PVC SEWER PIPE (, 690A FITS BELL ON 2a RCP (NO SCALE,
WITH 8 POST SET FEET INTO WITH 8 POST SET 2 FEET INTO B� OUTSIDE DIAMETER ALL BEDDING d[ INITIAL ) 4
BACAL EE SHALL T BE GROUND IN �ONCR E. POST GROUND IN ,rONCRETE. POST PER ASTM 0- 232. -74 0 • INSIDE DIAMETER .STALLED IN 6" TO 12" I �
SHALL BE 3 DIA. GALVANIZED STEEL. SHALL BE 3 DU. GALVANIZED STEEL. (.o SCALE a - DEPTH OF BgEDpDING BALANCED LIFTS I z
SYMBOL DETAIL ) MATERIAL BELIDW PIPE
A MIN, 9" CLEARANCE
0
ppy qq SHALL BE PROVIDED
� I
(NO SCALE) SIGN DETAIL SIGN DETAIL APPROVED EQUtTO CUSS I 0 f� ION NSTALLED EACH SIDE OF THE - - - -- - - - - -- - -- -- - - - - -- -- -- ____ •
BEDDING MATERIAL HANG
(NO SCALE) (NO SCALE) P SPED OR WALKED INTO 4" Z CO r, co co Lu
<�vto X
Wa W
In
-C CUT HOT ASPHA�^,S ART' CE 1/2' -3 4" MOUNDFOR SETTLEMENT U Z - O �
FIBER ADDITIVE I S^ SA* 0 EE p A ^ x
PROPOSED ADA SIGNS % T R SE 0 cc
ON 3" DIAMETER POST TRENCH DETAIL—PVC & H D P E j _ - S OF PATCr. / 1R "SIR 1 �L! 5$ 2 2 T IN xT RE E» Q
I ' P A PEnE T BA - -?,�MJPNACpTE CMOLG Vj
(SEE SIGN DETAILS) _ L 1 r5 ARTERIALS D SYNE
< 5' FRQN EDGE OF PVMT. (NO SCALE) , CO�LECTOR X LIQUID ASPHALT/ 0 0 to W
00
EPTH PER SDC SYON�TED W Z a II =
COMPACTED E� LA Z C W
50 STON� SIRS' ARTERIS PACTEO o S •
�_ COMPACTED 2oMPACTE1) 5�0 L�ACTOR ULAF BACKF"LL
T�l 4" /53 CRUSHED STONE LxISiIh'G RANUUR BACKFILL O A -,
6' /53 CRUSHED STONE I 53 STONE ExISTUVG NMA R5 �Ap RoEpv Rp �E E Er TEMP��A�Y PATCH (NOV. 10 - APRIL 1 `', ,� Z )
COMPACTED SUBGRADE GRMMPiULARD ORYB`EOQ.TC�PRO�ECT Er+G EROS[REP�S 6' COMPACTED COLD BIT MIxTUR ^ CC
SECTION "A" - -- BACKFILL IN CAS WHERE THE STREET IS SJERLY 053 "B" STONE WITH 3.7% LIQUID ASPHALT W
DDAMMA A 2 BINDER MAY ALSO �E 1" HAC OR HAE SURFACE .■■ W
REOUI TACK COAT Z
A" 0 BITUMINOUS PATCHING
4' -0"
EXIST. STREET
3D TZONCRETE DEPTH p�,� Z
' " I PER STREET CLASS /53 STONETEO 2' 2'
N� TE 9 ARTERIAL
San CuT 113 7 "- COLLECTOR SE
"AV_M�NT THiC NESS L6" -LOCAL MPACT 0 TRENCH i
THEN BREAK OUT COMPACTED GRANULAR CCo EE U
NOTE: ALL PAINT TO BE NON -SKID CRANUUR
SURFACE APPLICATION OF fiACKFILI AS REQUIRED
BACKFILL GREATER THAN Clues vwo OR CLASS BEAD 1 10 sLoPE , to slop I PLAIN CEMENT CONCRETE PATCHING OIL MAT gTREETS
BY METHOD OF MIXTURE AND (DOUBLE SEALED SURFACE)
OR BROADCASTING. " o I REPAIR 0 F CUTS WITHIN PAVEMENT LIMITS a c
EDGE CF PAVEMENT, CURB, 8
GUTTER OR SIMILAR STRUCTURE I " ` A M (NO SCALE) x In W IN TH E PUBLIC RIGHT -OF -WAY 1.25 E� + 12" (MIN.) = STANGARG PAN 93 -C1 (-• �A J 7 I.
10'
''
DETECTABLE WARNING SURFACE:
1/2• .70E X , 8' DEEP GROOVES
AT 3" OC
RAMP DETAIL
(NO SCALE)
10'
_
I
5' MIN
EPTH PER SDC SYON�TED W Z a II =
COMPACTED E� LA Z C W
50 STON� SIRS' ARTERIS PACTEO o S •
�_ COMPACTED 2oMPACTE1) 5�0 L�ACTOR ULAF BACKF"LL
T�l 4" /53 CRUSHED STONE LxISiIh'G RANUUR BACKFILL O A -,
6' /53 CRUSHED STONE I 53 STONE ExISTUVG NMA R5 �Ap RoEpv Rp �E E Er TEMP��A�Y PATCH (NOV. 10 - APRIL 1 `', ,� Z )
COMPACTED SUBGRADE GRMMPiULARD ORYB`EOQ.TC�PRO�ECT Er+G EROS[REP�S 6' COMPACTED COLD BIT MIxTUR ^ CC
SECTION "A" - -- BACKFILL IN CAS WHERE THE STREET IS SJERLY 053 "B" STONE WITH 3.7% LIQUID ASPHALT W
DDAMMA A 2 BINDER MAY ALSO �E 1" HAC OR HAE SURFACE .■■ W
REOUI TACK COAT Z
A" 0 BITUMINOUS PATCHING
4' -0"
EXIST. STREET
3D TZONCRETE DEPTH p�,� Z
' " I PER STREET CLASS /53 STONETEO 2' 2'
N� TE 9 ARTERIAL
San CuT 113 7 "- COLLECTOR SE
"AV_M�NT THiC NESS L6" -LOCAL MPACT 0 TRENCH i
THEN BREAK OUT COMPACTED GRANULAR CCo EE U
NOTE: ALL PAINT TO BE NON -SKID CRANUUR
SURFACE APPLICATION OF fiACKFILI AS REQUIRED
BACKFILL GREATER THAN Clues vwo OR CLASS BEAD 1 10 sLoPE , to slop I PLAIN CEMENT CONCRETE PATCHING OIL MAT gTREETS
BY METHOD OF MIXTURE AND (DOUBLE SEALED SURFACE)
OR BROADCASTING. " o I REPAIR 0 F CUTS WITHIN PAVEMENT LIMITS a c
EDGE CF PAVEMENT, CURB, 8
GUTTER OR SIMILAR STRUCTURE I " ` A M (NO SCALE) x In W IN TH E PUBLIC RIGHT -OF -WAY 1.25 E� + 12" (MIN.) = STANGARG PAN 93 -C1 (-• �A J 7 I.
MIN. 12"
8
NOTE-
8c-
ALL BEDDING k INITIAL -- - --- -- - , - - - --
OUTSIDE DIAMETER BACKFILL SHALL BE W
D - INSIDE DIAMETER }� ..STALLED IN 6" TO
A' 6 - DEPTH nF AFnnlMC O BALANCED LIFTS H
H. C. PARKING SPACE DETAIL
(� SCALE)
''
DETECTABLE WARNING SURFACE:
1/2• .70E X , 8' DEEP GROOVES
AT 3" OC
RAMP DETAIL
(NO SCALE)
MATERIAL BELOW PIPE I
A MIN 9" CLEARANCE !
yy SHALL BE PROVIDED j
APPROVED EEOUIV� CLASS I 9 ON EACH SIDE OF THE
INSTALLED PIPE
BEDDING MATERIAL HAND
TAMPED OR WALKED INTO 4"
PUCE
_
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d
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z
- -1
8
REGULAR BACKFILL
PIPE ARCH
DIME.
SPAN R:
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A
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A cn
—
6
27" do SMALLER
3
2
30 TO 60
4
! 9
66" Ac URGER
6
MIN. 12"
8
NOTE-
8c-
ALL BEDDING k INITIAL -- - --- -- - , - - - --
OUTSIDE DIAMETER BACKFILL SHALL BE W
D - INSIDE DIAMETER }� ..STALLED IN 6" TO
A' 6 - DEPTH nF AFnnlMC O BALANCED LIFTS H
CONCRETE
ST E.
VARIES (SEE PLANS) TRENCH DETAIL—PVC & H D P E
FIBER AD0111vE W.W.F. 6,16
1/4- PER FOOT SLOPE SCOR 8 1" RAD. w1.4 x W1,4 _
A A
A
` 1 /8 "RAD Z > 5' FROM EDGE OF PVMT. (NO SCALE) I
PL-AN REINFORCED
III •CLASS "'A"' CONCRETE ► 2+' ` EDGE
d °
PIPE G A
Ir DIA
H. C. PARKING SPACE DETAIL
(� SCALE)
''
DETECTABLE WARNING SURFACE:
1/2• .70E X , 8' DEEP GROOVES
AT 3" OC
RAMP DETAIL
(NO SCALE)
MATERIAL BELOW PIPE I
A MIN 9" CLEARANCE !
yy SHALL BE PROVIDED j
APPROVED EEOUIV� CLASS I 9 ON EACH SIDE OF THE
INSTALLED PIPE
BEDDING MATERIAL HAND
TAMPED OR WALKED INTO 4"
PUCE
_
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8
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PIPE ARCH
DIME.
SPAN R:
G A.
A
IAl
DIMENSIONS
B
H
MAx
1 5
i W
12s
SLOPE
(App,)
BODY
PC
18 1 6
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" -r A C r 9 BINDER
d L L I IT -.. I
—
6
17
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1
21 '6
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t 3
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1 pHANDICAP
11
24 5
6
6
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11
28
Nra
611
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28
t 6
8
t 6
6
32
72'
2 5
1 PC
5
42 24
4
1
t
76
46
7
1 P
CONCRETE
ST E.
VARIES (SEE PLANS) TRENCH DETAIL—PVC & H D P E
FIBER AD0111vE W.W.F. 6,16
1/4- PER FOOT SLOPE SCOR 8 1" RAD. w1.4 x W1,4 _
A A
A
` 1 /8 "RAD Z > 5' FROM EDGE OF PVMT. (NO SCALE) I
PL-AN REINFORCED
III •CLASS "'A"' CONCRETE ► 2+' ` EDGE
d °
PIPE G A
Ir DIA
DIMENSIONS
SLOPE
(APP)
2 5
BODY
1 P
A
,'=
6
B
MAx
6
H L H
1
6 -11 24
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1 7
8
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18 1 6
8
10
6
36
2
1
21 '6
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4" -02 STONE
1 I —I I I- 111 -J�j -1 I I —I I1= III —III =1 I I -i I; i i I u
Z
COMPACTED SUBGRADE
> e • �) NOTES x
_ 4" SAND ON _ 2.. 1 —� • • �� END SECT.GNS AND TOE PLATE ANCHORS SHALL CONFCRM (A O
TO ALL APPLICAHLE RE UIREMENTS AS SET OuT N THE
ASPHALT PAVING SECTION o�
I
NOCT STANDARC SPED (CATIONS
llm, COMPACTED • — • Q 1 IF ALLLMINL,M -LOY PIPE CULVERT IS FURNISHED ALUMINUM
• e
SUBGRADE LIm. PAVEMENT • • ___ .__� - - 2„ - ALLCr ENO St TINS SHALL ALSO BE USED AND ALL COMPO - (NO SCALE)
_ • , ° 1d 1/2" PERFORMED JOINT FILLER TOE PLAT' O r1 NE•.' i`ARTS A,L aE ALUMINUM ALLOY As SET OUT IN THE a
r S A ^. ARC) SPE C,r (CATIONS
r— -,4.q MU_i WLE PANEL BODIES SHALL HAJE LAP SEAMS WHICH SHALL ! 11111t11"11
jjr�,. • • • , ANCHOR ?TAx'�PA A -� BE TIGHTLY ^ '.EC WITH 3/8' OIA GALVANIZED RIVETS OR BOLTS \1 i)
/53 STONE
6 I�- _ p I THE i0E PLATE ANCHOR SHALL BE CONSTRUCTED OR 10 GAGE \ \•\ �N H {l�/ /AIfO�
• _ 4 1 FIL �; or GAL ✓AN.IE3 STEEL AND BE REGUIR_L ON ALL STEEL PIPE END F/ I/
•
i -III -I
COMPACTED SUBGRADE TRANSVERSE JGINT l SLOPE SECT ONS T SHALL BE MATCHED - PUNCHED TO FIT H9LES IN �� �' .......... ti A0
d III -III -) Z I 2 112 SKIRT LIP ANO SUPPED LOOSE rGMPLETE WITH 3/8' DA - _ _ -_ -- -- ; P . �G►BTEgF F /�
INTEGRAL WALK AND I V, a A A I GALVANIZED BOLTS COST THER, Oi SHALL BE INCLUDED IN THE
1I N O Jy I I CONTRACT UNIT PRICE PER EACH FOR "PIPE ENO SECTION"
Z Z WHERE VITRIFIED CLAY Cul.vEaT OR rAST IRON CULVERT No. 1
8" I TMA ',S USED A PIPE EN, BECTON COMPARABLE TO i 8827 t 7
CURB D E T AIL r— THAT AS SHOWN FOR MET,, OR CONCRETE SHALL BE
O O ' v0' p0 COMPUTED LENGTH Ah ENO SECTION 2 t FuRNISiEO ANO SHALL 9E AS APFROvEG BY THE ENGINEER -
W Q `L r ) Eh SEC' GINS WILL BE PND fGR AT THE CONTRACT UNIT '�� , ,/.
(NO SCALE) PAY LENGTH OF CuLtiE R LENGTH (L) PR CE %ACM FOR "PIP ' • ' O STATE OF =
EXTERIOR CONCRETE PAD � a E END SECTION' COMPLETE IN PUCE
2% W I SID. �,,. � AND ACCEPTED 'r' �•
PU E I //2" OIA�&IR I aMP.EJ CONNECTION 6ANJ MAY BE SEC TO CONNECT PIPE S
Z ExT�3u0A8LE PREFORMED ENO S::,T.GN TO H.ELICAU r CORRUGATED PIPE • rY ;',' C // ` ��
(NO SCALE) < CROSS SLOPE Li PLAN VIEW GASKET MATERIAL I ) I '� �, , WWF 6,6 6/E
KEYWAY (SEE DETAIL SF'E�. if CAT�ON� �'
'- (TOWARC DRAINAGE) 3 � FOR R N K 3 V LT AND "� L' T i1
Z 30 1/2' DIA, y,�••
w IM NO M1 NAL 1 /2" BUTYL L�9gBER 5" '� .' ' •��'
3 BASE EXT ABL PRERFORME0 1/4 I 1' i/4' ALLAN H. WEIHE P.E. 8827
r ^ GASKET MATERIAL (TYP.) '1 2v2 HOOK BOLT MATERIAL SHAL MEET THE 1uRR_NT A S.T M A -307 THREADS I �-
w °x CUT- SHALL BE AMER.CAN S'ANDARO COARSE THREAD SERIES. CLASS It FREE FIT, tu
m E WASHER I BOLTS SHALL BE GALVANIZED TO MEET CURRENT ASTM SPECIFICATION A -157 4 -R53 STONE
' PRECAST CONCRETE (� THE THREADED PORTION SHALL NOT PREVENT TURNING THE NUT By HAND
o v ADJUSTING RING OR •I � NUT AND WASHERS SHALL BE CARBON STEEL HOT DIP GALVANIZED TO MEET (--III z
r FLANGE Of CASING "jj' - 9ncT3 /,c' ' A $ T M SPECIFiCAT10N A -, 53 NUT THREADS SHALL BE AMERICAN STANDARD I 11 ;11= III -II1 _III
TRANSVERSE JOINT • 1 13/16" COARSE THREAD SERIES 1,1/64 MAXIMUM OvEiS1ZE), CLEANED AFTER CALVANQ-
1.0 r / R E , �T- rI� /,c ING TO PROVIDE A FREE RUNNING FIT ON TH_ CLASS It BOLT NUTS SHALL BE of T.�j" /4" / I• THICKNESS 4• -1�" I � 3/4" - BAR , 1/4" ACROSS FLATS. 13/16- THICK. CURvI: CROWNED TO APPROX. i• RADIUS
COMPACTED SUBGRADE
3" OUTSIDE DIA 34 DR 1 /4� /4- f CONCRETE PAVING SECTION
GASKET DETAIL METAL END SECTION I (NO SCALE)
30 i /2" DIA
PAVEMENT 6 ' • , 1/2' PERFORMED JOINT FILLER SECTION "A—A"
l 100' I TOP ► r, r I (NO SCALE)
r T OF CUR
r
' 4.0' (min) -►I
BACKFILL 22" ADJUSTING RING DETAIL —
r EXISTING GROUND �, , (.0 SCALE)
TRANSVERSE EXPANSION JOINTS BOTTOM ' '•r I '� � / '�, �' ' 4" - °
BO 0 I I '� , CONCRETE —
TRANSVERSE CONTRACTION JOINTS OF CURB
to
• ' ' 1 -VIII _ I I -) (- - 0 - NEENAH R- 3405 C4 ECuAL Z
CURB JOINT DETAIL • • ' a o
11-41L I PREPARED SUBGRADE
(NO SCALE)
TYPICAL SIDEWALK CONCRETE
SECTION
BACKFILL CURB DETAIL •- -
(NO SCALE) (NO SCALE)
SLOPE
NOTE:
LATERAL CONNECTION TO CLEANOUT
STRUCTURE TO BE WITHIN 3.0'
O� C70 Q
` SLOPE — O A
• { I 4 Z
(THREE FEET) OF THE FOUNDATION 'WALL. °'
FINISH FLOOR 2
H T C ELEV_
CLEANOUT PLUG & ADAPTER
FILL PIPE FULL W/ CONCRETE / OUTS(
ROUND TOP TO DRAIN RADE •_ I ! a
6
_ C E E , _ - \ v
ENCASEMENT 1' 1' - -3 0' vo ! -i o
6 "DIA. SCHEDULE 40 STEEL ROUND NEENAH R- 4990Cx I WHEN NOT v, - R _ �L •a
PIPE PAINT - SAFETY YELLOW Bu.LDING A GIiA►T WITH - ALREADY IN - II 1 0
F - -, . ll
NEENAH R- 340`.: OR ECuAL O
UNE x 4 . PROPOS�D RIGID >
g , 6' CONCRETE -. ,�
1(�2" ExPAN E -gg6• I p� qq�� ,• .,` SURFAC 1 / 6" CONCRETE
SEALANT SEALANT WITH 11% PE T TO10RAM PIPE 4 ` '4 4 P.V.C. PIPE v _�53 STONE
SLOPE TO DRAIN y 2' MIA !t - , VAR PIPE SIZE V O
_ PAVING SURFACE VARIES �. `
4 TYP. SEE LAYOUT PLAN t2" - /2 STONE 4, I
�• � � 2" WEEP HOLE - - t6" Max � V
• I ' Dz srCNE
1/8 STREET BEN I }
FILTER FABRIC ' • - —�-L' �6 `
i % •� ^ .�
3• -0" SO. CONIC. BASE — 1 /
1' -0" 6" 10" 6" 1�IO RTM ILTER FABRCC 4" X 6" INCREASER W I I 30 '30 I_I I I -i i (1) LINE 0.1 T6' PIpE MESH w W f a cc
CONCRETE FOOTING -
6 (lYP) EARTH DITCH INLET
6" PIPE
TRENCH DRAIN SECTION CONSTRUCTION ENTRANC (SEWER LATERAL) _�
E 3 0' I I I (NO SCALE) h g
0 I (NO SCALE) (NO SCALE) (MAX)
1 III —
IT TYPICAL CLEANOUT SECTION a ot` � ° CK
TYPE I (NO SCALE) a V
NOTE: 6NIC PRECAST SHEET N0.
PIPE B " CLASS "A' CO
BOLLARD DETAIL OR POURED INTO PUCE
(NO SCALE) PAVED AREA INLET TYPE A
(NO SCALE)
CJ7
10 9 d 7 6 5
I
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❑ ❑ ❑ ❑ ❑ G ❑ ❑
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❑ ❑ ❑ ❑ ❑ ❑ ❑ 0
C ❑ ❑ ❑ ❑ ❑ ❑
O� C70 Q
` SLOPE — O A
• { I 4 Z
(THREE FEET) OF THE FOUNDATION 'WALL. °'
FINISH FLOOR 2
H T C ELEV_
CLEANOUT PLUG & ADAPTER
FILL PIPE FULL W/ CONCRETE / OUTS(
ROUND TOP TO DRAIN RADE •_ I ! a
6
_ C E E , _ - \ v
ENCASEMENT 1' 1' - -3 0' vo ! -i o
6 "DIA. SCHEDULE 40 STEEL ROUND NEENAH R- 4990Cx I WHEN NOT v, - R _ �L •a
PIPE PAINT - SAFETY YELLOW Bu.LDING A GIiA►T WITH - ALREADY IN - II 1 0
F - -, . ll
NEENAH R- 340`.: OR ECuAL O
UNE x 4 . PROPOS�D RIGID >
g , 6' CONCRETE -. ,�
1(�2" ExPAN E -gg6• I p� qq�� ,• .,` SURFAC 1 / 6" CONCRETE
SEALANT SEALANT WITH 11% PE T TO10RAM PIPE 4 ` '4 4 P.V.C. PIPE v _�53 STONE
SLOPE TO DRAIN y 2' MIA !t - , VAR PIPE SIZE V O
_ PAVING SURFACE VARIES �. `
4 TYP. SEE LAYOUT PLAN t2" - /2 STONE 4, I
�• � � 2" WEEP HOLE - - t6" Max � V
• I ' Dz srCNE
1/8 STREET BEN I }
FILTER FABRIC ' • - —�-L' �6 `
i % •� ^ .�
3• -0" SO. CONIC. BASE — 1 /
1' -0" 6" 10" 6" 1�IO RTM ILTER FABRCC 4" X 6" INCREASER W I I 30 '30 I_I I I -i i (1) LINE 0.1 T6' PIpE MESH w W f a cc
CONCRETE FOOTING -
6 (lYP) EARTH DITCH INLET
6" PIPE
TRENCH DRAIN SECTION CONSTRUCTION ENTRANC (SEWER LATERAL) _�
E 3 0' I I I (NO SCALE) h g
0 I (NO SCALE) (NO SCALE) (MAX)
1 III —
IT TYPICAL CLEANOUT SECTION a ot` � ° CK
TYPE I (NO SCALE) a V
NOTE: 6NIC PRECAST SHEET N0.
PIPE B " CLASS "A' CO
BOLLARD DETAIL OR POURED INTO PUCE
(NO SCALE) PAVED AREA INLET TYPE A
(NO SCALE)
CJ7
10 9 d 7 6 5
I