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PRECAST CONCRETE PARKING GRADE AS PER OVERHANG
BARRIER WITH CONCRETE PARKING PANS GRADE AS PER BUILDING WALL AND/OR
USE 4000 PSI CONCRETE CURB, BUILDING, EDGE OF PLANS
�Q .,rte" } ��.�1/ •••° d1
PAVEMENT OR STRIPES
v
/ - - _ _ a SEE MIN, OR `��..` �.•
# 5 REBAR - SEE NOTE #3 : �� ;� "•• �L� `. \
V -6" LONG 1-1/2' H.A.C. SURFACE 1" H.A.C. SURFACE INDOT #11 - - -
�O
HO
WITH LE C ST ,0 4" H.A.C. BINDER 2" H.A.C. BINDER INDOT #9 I '�� ° I N 0 - v
►-
. " I° °. a, a B TRANSFORMER �! ;� Z _]
8" COMPACTED AGGREGATE #53 II -I -I IIC -I L II�IICII I VIII =IIL= -III -1 6 COMPACTED AGGREGATE #53 • e I�,� P� , •� q,
\\ 4 W__t_ — 1 I —III- II 11II�F-III=- �1=1�1 ICI- 111=nF =IIF= III -ICI -III- _ _ L M =•,d I
� I —_ 11_11 IIL -IIf -ITI -III 111111 1111 =11 -II a a m ° a ° I
-III III . III =i l f =111= -III • ° °............ <
COMPACTED SUBGRADE �_ "'- — COMPACTED SUBGRADE a FRONT SLOE "' �? O �
1" BEVELED EDGE #` L^ -- - � - - - - - --� � � ur,...
24" " * P
CONTINUOUS NOTE: PAVEMENT SECTION BASED NOTE; PAVEMENT SECTION BASED `� HIGH VOLTAGE 12
6' ON TYPICAL SITE CONDITIONS. ON TYPICAL SITE CONDITIONS. APPROX, LOCATION 7 CONCRETE FILLED 6" STEEL POST
\0" ANY AREAS OF BAD SOILS MUST ANY AREAS OF BAD SOILS MUST DEPRESSED FRONT Z OF H.V. BARRIER 4 -0" ABOVE GRADE, SET IN CONCRETE.
a v OF PAD z SEE NOTE N0, 2,
BE REMOVED AND PROCTOR, TO REMOVED AND PROCTOR, CURB AT DRIVE ENTRANCE z
�IB TO 95°i MODIFIED PROCTOR• TO 95% MODIFIED PROCTOR, o
y;
LOW VOLTAGE NOTES:
`TYPE I) 1.) 10 FOOT CLEARANCE MUST BE MAINTAINED ON
° HEAVY DUTY � PAD BY I,P,L, FRONT SIDE OF PAD,
FY REGULAR DUTY NO SCALE 2.) CUSTOMER SHALL FURNISH AND INSTALL POSTS
TO PROTECT PRECAST CONCRETE WHEEL STOP TYPICAL PAVEMENT SECTION h TYPICAL PAVEMENT SECTION PLAN VIEW VEHICULAR TTRAFFFINCFORMER WHEN EXPOSED TO
NO SCALE i 6 1 3.) IF ADJACENT TO WINDOW, DOOR, COMBUSTIBLE WALL
lO AL =s NO SCALE 1 1 » 6" THICK CONCRETE OR OVERHANG, THE MINIMUM DISTANCE SHALL BE
,rte. ., °, ,f� 2' -10 1 /2" /2 MAX. TRANSFORMER PAD 10' FEET,
6" 18" 3" MIN, GRADE 4,) TRANSFORMER PAD SHALL NOT BE SET ON PAVEMENT, Z
MIN. 1/4" PER 1' -0" SLOPE -i 5. ALL BACKFILL UNDER PAD TO BE THOROUGHLY
lvy�- ON BOTH SLABS III =11 ° II III = III „1111= III -III I_Ii „III- )COMPACTED IN SOLID LAYERS NOT TO EXCEED 6 ". co
VARIES GRADE AS PER I 6.) METALLIC CONDUITS SHAD. NOT BE INSTALLED IN
d 5' CONC. SLAB WITH PLANS N PAD MOUNTED TRANSFORMERS, >
(SEE PLANS) BUILDING _ = 6x6 - 8 8 WELDED CROSS SECTION
6x6 - 10 10 WELDED FACE -III III II ,�Q 6 CONG, SLAB WITH 7.) NO CUSTOMERS GROUNDING GRIDS OR GROUNDING ui
SLOPE 1 /4" PER 1' -0” / TOPSOIL 1 =11 -�” WIRE FABRIC #3 BARS, 12 "O.C. ! '�� ELECTRODE CONDUCTORS SHALL BE CONNECTED AT Ir
TOOLED EDGE WIRE FABRIC ` II =1 II SLOPE I/ FT I BOTH WAYS 1" H.A.C. SURFACE PAD MOUNTED TRANSFORMER LOCATIONS.
8.) MAXIMUM - 9 CONDUITS, ONE CIRCUIT PER CONDUIT,
BROOM FINISH EXPANSION JOINT ® BUILDING 1=1 III ") II - - - - 2" H.A,C, BINDER m �:Q ° 9, THE TRANSFORMER SHALL BE READILY ACCESSIBLE
f'_...� ✓„ ��� /,"_i c ° F
FINISH GRADE �I -I N SLOPE 1/2"/Fr
�• I TO ELECTRIC UTILITY COMPANY,
a•`, BACKFf LL III Q- m a I1 =1 I- III -I I �I I �I I -I -I I F I I �I 11=1 1 =1 I -I -I
° FLOOR SLAB III III II ° a III -1Ti =iii -III III - III = 11111 =III III III -III III =11 :� '� ��z m f-
= ,a ICI�I Ii tll lll_I ICIII I 5" COMPACTED AGGREGATE #53 I �P z
NV JA.,/ALL p � �
NO SCALE _ APPLIED JOINT SEALER GRADE AS PER Z
PROPOSED TOOLED EDGE PLANS
NOTES: TOP OF CURB ELEV. BUILDING Ln
1,) CURB PROFILE INDICATES DRAINAGE AWAY FROM CURB, SEE GRADING PLAN 111114 O
VARIES SEE DASHED LINE FOR DRAINAGE TO CURB. 1 -1 /2" H.M,A. SURFACE #11
N N
APPLIED ANTI - SPALLING 2,) CONTRACTION JOINTS SHALL BE PLACED EVERY 10' MAX. TO
TOOLED CONTRACTION JOINT A DEPTH OF 1 1/2 ", 6" CONC. CURB V -0" \ 2" H.M.A. BINDER #8 Z O O
1/4" WIDE, MIN. 1 1/2" DEPTH COMPOUND 3,) FULL DEPTH SEPARATIONS ARE NOT PERMITTED EXCEPT AT 1/2 PREFORMED E m
1/8" FTC /11//-ROUND 1 "RADIUS TOOLED EXPANSION JOINTS. a 2 R EXPANSION MATERIAL _ 3" H,M.A, COMPACTED BASE #5D FLAT SLAB TOP SHALL MH FRAME AND COVER F� d Do J � EDGE 4,) EXPANSION JOINTS TO BE PL4CED AT 50' MIN, ' a • PAVEMENT III I —I i I I� i 7" STONE BASE #53 BE USED IN LIEU OF NEENAH R -1642, OR EQUAL Lu O
a OR GRADE III —III— ECCENTRIC CONES FOR FOR WATERTIGHT INSTALLATIONS W
1 »R 4" #2 STONE OR MATCH EXISTING, SHALLOW MANHOLE NEENAH R- 1916 -F, OR EQUAL O O cd
UJ
° • ° COMBINED CURB &GUTTER 10' OR FULL PANEL _ I CONCRETE WHICHEVER IS GREATER CONSTRUCTION OR AS
a PAVEMENT NOTE. PAVEMENT SECTION BASED SCHEDULED a W Y
PAVEMENT
NO SCALE BOTTOM EXPANSION OF PAVEMENT ON TYPICAL SITE CONDITIONS, CEMENT MORTAR 0-
ANY AREAS OF BAD SOILS MUST
-' - 111 =ITI =T =III- ITI - -- ;1 6x6 - 10/10 BE REMOVED AND RECOMPACTED s' t ADJUSTING RINGS
-111 -III III -III III III ITI- TO 95% MODIFIED PROCTOR, 8" MIN, 12" MAX,
GRANULAR 'I III ITI =TI IIL= 111 -III �° WELDED 150 CONCRETE CURB END TAPE EXPANSION JOINT AT ° I /
1 2" CEMENT MORTAR
BACKFILL
III -_ III -III IIhII WIRE FABRIC 7"
F
COMPACTED SUBGRADE 6" r NO SCALE BUILDING DETAIL R.O.W. "0" RING GASKETS
1 A.S.T,M. C443
4" REBAR CONT. AT NO SCALE TYPICAL PAVEMENT SECTION 4' -0" DIA. TYPE IS
TOP & BOTTOM • 0 M,H. STEPS 0 16" C/C
' NO SCALE 5' -0" olA. TYPE ns
1,) CONTRACTION JOINTS TO BE ITI 1111111 •
A MINIMUM OF 1 1/2" DEEP 1= 111 =11
111 =I I I
2.) SEE CONCRETE WALK SECTION FOR =1I1 =11 -1 °
LOCATION OF JOINTS, I-I I =1I1 =1I APPLIED JOINT SEALER 1/8" -1 1/4" DEEP SAWED O
III- III -III_ 3" r TOOL BOTH SIDES OF - 00
3,) FULL DEPTH SEPARATORS ARE NOT ;,III =l LA_ EXPANSION JOINT 1/2" PREFORMED FLUSH WITH SURFACE OR TOOLED JOINT WITH JOINT SEALER a
PERMITTED EXCEPT AT EXP, JOINTS, 6 = °a a EXPANSION MATERIAL d/4 z O
o Z 6" STONE DEPTH 3 °
3 0 (MIN) a °8 m a e v NHENAHME 164p,V�R "� (� Cn Cn A
w o °° w ° E R -& C2 OR EQUAL
II WO a , > a a NEENAHTR -19116 -FS OR EQUAL LLJ ?� 0- O 0 OL INTEGRAL WALK AND CURB 3 0
0 -j O (DD N
N NO SCALE a N EXPANSION JOINT TO CONCRETE SLAB CONCRETE SLAB FINISHED O q- 2 N r-, X
N FLOW w BOTTOM OF PAVEMENT PAVEMENT 0 co , <
5' � .o .
CONTRACTION JOINT
EXPANSION JOINT �— BUILDING EXPANSION JOINT DETAIL �" r••f..
0 6x6 - 10/10 WELDED FACE NO SCALE
N 4" CON(, SIDEWALK W/ WIRE FABRIC F NO SCALE NOTE: PREFORMED BUTYL RUBBER ADJUSTING THREADED ROD (4 REQ'D)
WIRE FABR C10 WELDED BROOM FINISH EXPANSION JOINT SEALANT BETWEEN MH ADJUSTING
® BUILDING GRADE ® 1 % OR
1 /4" �' AS SHOWN BELOW ° RINGS MAY BE USED IN LIEU OF
o . ° ° e RUBBER SEALANT
PLAN CEMENT MORTAR
STRIPS, CONCRETE a
z f A FLOOR SLAB 50'
&ADJACENT TO INLETS AND 'a � SEALANT INC. TYPE
_ _ _ _ _ _ _ _ _ _ _ = - _ _ = OTHER CONSTRUCTION EACH J OR EQUAL IN
d g
- _III -III III III III III_III_III 11 =III 111_111_ TOP OF CURB a �
/� EACH JOINT,
11= 1_11= 111= 111 =11= 111= 111 =111 =1 • I I I= =111 = -I I1 =111= 111 = 111 =111 I I I-I I I =III =111 125' 25' �l �
III III -III 111 ill 1 1 -I I I_I I III -III III III -I i t I1=- III -III I -1 I -1 I III- I
-III -i III -I -III III -III =1 I i_I 1 =1(f -I 1 =1 -I f_ =I i' i -_ I'- » ® 1 % 0 2%
I1 =11 i- III -III III -I '- III -III -111 =111 III- 4 GRANULAR . o 11 1 FLO j
BACKFILL ° SANITARY SEWER DETAILS
T I n n 1— III —u i_ a c° o a' &o a o v
� 6n
COMPACTED AND WELL ° PAVEMENT BOTTOM OF CURB ° NO SCALE
4" GRANULAR i11 =11111 DRAINED SUBGRADE
U BACKFILL -III =III =1 °
II- III -III _+ PROFILE TRANSVERSE EXPANSION JOINTS (NP,) TRANSVERSE CONTRACTION JOINTS (TYP,) ° °
1= Ili -IT =1 lElli= CONTRACTION JOINTS SHALL BE
111= III -111 -I
COMPACTED AND - M= iTf- iT1 =1Tf= TURN DOWN SLAB INSTALLED AT 10' MAXIMUM SPACING, a
= III -I I1 -III =1 ' 1 -0 BELOW GRADE NOTE:
m WELL DRAINED -111 =1 I= r " AND 5' MAXIMUM SPACING ON RADII Q
SUBGRADE ON OUTER SIDES 1, STONE SIZE SHALL CONFORM TO ASTM D48 WITHIN THE CITY R.O.W. NOTE:
6" SIZE #1 (1 1/2- TO 3 1/2" DIA.), STREAMLINE ALL CHANNELS
2, PERIODIC 2" STONE TOP DRESSING & WASHING NOTE: USING CLASS "A" CONC,
WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE ORIENT M.H. SECTIONS
_0 AS REQUESTED BY COUNTY /CITY. PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB AND GUTTER SHOULD BE TIED TO TO PLACE STEPS ABOVE W W
m THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS, IF NO CONCRETE PAVEMENT IS CHANNEL SHELF UNLESS
CONCRETE STOOP DETAIL TEMPORARY CONSTRUCTION BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OTHERWISE DIRECTED
(ADJACENT TO SIDEWALK)
NO SCALE ENTRANCE DETAIL
N OF ALL RETURNS, ADJACENT TO INLETS, AND AT INTERVALS NOT TO EXCEED 50 FEET. � Z
NO SCALE CURB JOINT DETAIL Q a CD
aD NO SCALE }
10 MIN, co G
a
I cc Z Z
WATER MAIN
Z
a a w �-'
STRUCTURE WALL SANITARY OR STORM SEWER WATER MAIN
STANDARD HEX, HEAD Z Ix
BRASS PLUG, TOP OF
CASTING ELEV. AS 5' - O„ �• FINISH FLOOR
U cl
/ SHOWN IN PLANS. Q
WATER MAIN WATER MAIN
c
i5
0
U
N
I
F
cn
0
V)
-I -I
-1 1
<'• I I 1 -1
6 "
- -
I -I 1 =1
GRANULAR BACKFILL
— --
= III = III - III = III =I �I I gi l o l l= III - III = III =III=
1= III = II I = III =III 11111= III = III= III= III =_� -111
-i
COMPACTED SUBGRADE
�LY1Ll1 -
COMPACTED GRANULAR VuLT
AGGREGATE
�% iw■Aft A ■ �w A w ■ ■ w A w ��■ ..
X11 -11i
COMPACTED SUBGRADE
MULTI —USE ASPHALT
�V
6 1 /2
CONCRETE PAD FOR THREE PHASE
TRANSFORMER 150 -1500 KVA
NO SCALE
W
<
a
STOCK N0.
KVA
WT,
A
B
C
0
L
M
N
KVA
6 3/4-
6"
TO CURB
6
6 3/4'
1
11 1
W
J
w
d
SANITARY BUILDING DRAIN
1703 -506
150 -300
5800
75
80
44
15 1 /2
9
15
19 1 /2
150 -300
1703 -507
1703 -507
10,100
84
84
44
20
9
15
19 1/2
500 -1000
1703 -508
1500
12,600
84
84
48
18
9
17
23 1 2
1500
NV JA.,/ALL p � �
NO SCALE _ APPLIED JOINT SEALER GRADE AS PER Z
PROPOSED TOOLED EDGE PLANS
NOTES: TOP OF CURB ELEV. BUILDING Ln
1,) CURB PROFILE INDICATES DRAINAGE AWAY FROM CURB, SEE GRADING PLAN 111114 O
VARIES SEE DASHED LINE FOR DRAINAGE TO CURB. 1 -1 /2" H.M,A. SURFACE #11
N N
APPLIED ANTI - SPALLING 2,) CONTRACTION JOINTS SHALL BE PLACED EVERY 10' MAX. TO
TOOLED CONTRACTION JOINT A DEPTH OF 1 1/2 ", 6" CONC. CURB V -0" \ 2" H.M.A. BINDER #8 Z O O
1/4" WIDE, MIN. 1 1/2" DEPTH COMPOUND 3,) FULL DEPTH SEPARATIONS ARE NOT PERMITTED EXCEPT AT 1/2 PREFORMED E m
1/8" FTC /11//-ROUND 1 "RADIUS TOOLED EXPANSION JOINTS. a 2 R EXPANSION MATERIAL _ 3" H,M.A, COMPACTED BASE #5D FLAT SLAB TOP SHALL MH FRAME AND COVER F� d Do J � EDGE 4,) EXPANSION JOINTS TO BE PL4CED AT 50' MIN, ' a • PAVEMENT III I —I i I I� i 7" STONE BASE #53 BE USED IN LIEU OF NEENAH R -1642, OR EQUAL Lu O
a OR GRADE III —III— ECCENTRIC CONES FOR FOR WATERTIGHT INSTALLATIONS W
1 »R 4" #2 STONE OR MATCH EXISTING, SHALLOW MANHOLE NEENAH R- 1916 -F, OR EQUAL O O cd
UJ
° • ° COMBINED CURB &GUTTER 10' OR FULL PANEL _ I CONCRETE WHICHEVER IS GREATER CONSTRUCTION OR AS
a PAVEMENT NOTE. PAVEMENT SECTION BASED SCHEDULED a W Y
PAVEMENT
NO SCALE BOTTOM EXPANSION OF PAVEMENT ON TYPICAL SITE CONDITIONS, CEMENT MORTAR 0-
ANY AREAS OF BAD SOILS MUST
-' - 111 =ITI =T =III- ITI - -- ;1 6x6 - 10/10 BE REMOVED AND RECOMPACTED s' t ADJUSTING RINGS
-111 -III III -III III III ITI- TO 95% MODIFIED PROCTOR, 8" MIN, 12" MAX,
GRANULAR 'I III ITI =TI IIL= 111 -III �° WELDED 150 CONCRETE CURB END TAPE EXPANSION JOINT AT ° I /
1 2" CEMENT MORTAR
BACKFILL
III -_ III -III IIhII WIRE FABRIC 7"
F
COMPACTED SUBGRADE 6" r NO SCALE BUILDING DETAIL R.O.W. "0" RING GASKETS
1 A.S.T,M. C443
4" REBAR CONT. AT NO SCALE TYPICAL PAVEMENT SECTION 4' -0" DIA. TYPE IS
TOP & BOTTOM • 0 M,H. STEPS 0 16" C/C
' NO SCALE 5' -0" olA. TYPE ns
1,) CONTRACTION JOINTS TO BE ITI 1111111 •
A MINIMUM OF 1 1/2" DEEP 1= 111 =11
111 =I I I
2.) SEE CONCRETE WALK SECTION FOR =1I1 =11 -1 °
LOCATION OF JOINTS, I-I I =1I1 =1I APPLIED JOINT SEALER 1/8" -1 1/4" DEEP SAWED O
III- III -III_ 3" r TOOL BOTH SIDES OF - 00
3,) FULL DEPTH SEPARATORS ARE NOT ;,III =l LA_ EXPANSION JOINT 1/2" PREFORMED FLUSH WITH SURFACE OR TOOLED JOINT WITH JOINT SEALER a
PERMITTED EXCEPT AT EXP, JOINTS, 6 = °a a EXPANSION MATERIAL d/4 z O
o Z 6" STONE DEPTH 3 °
3 0 (MIN) a °8 m a e v NHENAHME 164p,V�R "� (� Cn Cn A
w o °° w ° E R -& C2 OR EQUAL
II WO a , > a a NEENAHTR -19116 -FS OR EQUAL LLJ ?� 0- O 0 OL INTEGRAL WALK AND CURB 3 0
0 -j O (DD N
N NO SCALE a N EXPANSION JOINT TO CONCRETE SLAB CONCRETE SLAB FINISHED O q- 2 N r-, X
N FLOW w BOTTOM OF PAVEMENT PAVEMENT 0 co , <
5' � .o .
CONTRACTION JOINT
EXPANSION JOINT �— BUILDING EXPANSION JOINT DETAIL �" r••f..
0 6x6 - 10/10 WELDED FACE NO SCALE
N 4" CON(, SIDEWALK W/ WIRE FABRIC F NO SCALE NOTE: PREFORMED BUTYL RUBBER ADJUSTING THREADED ROD (4 REQ'D)
WIRE FABR C10 WELDED BROOM FINISH EXPANSION JOINT SEALANT BETWEEN MH ADJUSTING
® BUILDING GRADE ® 1 % OR
1 /4" �' AS SHOWN BELOW ° RINGS MAY BE USED IN LIEU OF
o . ° ° e RUBBER SEALANT
PLAN CEMENT MORTAR
STRIPS, CONCRETE a
z f A FLOOR SLAB 50'
&ADJACENT TO INLETS AND 'a � SEALANT INC. TYPE
_ _ _ _ _ _ _ _ _ _ _ = - _ _ = OTHER CONSTRUCTION EACH J OR EQUAL IN
d g
- _III -III III III III III_III_III 11 =III 111_111_ TOP OF CURB a �
/� EACH JOINT,
11= 1_11= 111= 111 =11= 111= 111 =111 =1 • I I I= =111 = -I I1 =111= 111 = 111 =111 I I I-I I I =III =111 125' 25' �l �
III III -III 111 ill 1 1 -I I I_I I III -III III III -I i t I1=- III -III I -1 I -1 I III- I
-III -i III -I -III III -III =1 I i_I 1 =1(f -I 1 =1 -I f_ =I i' i -_ I'- » ® 1 % 0 2%
I1 =11 i- III -III III -I '- III -III -111 =111 III- 4 GRANULAR . o 11 1 FLO j
BACKFILL ° SANITARY SEWER DETAILS
T I n n 1— III —u i_ a c° o a' &o a o v
� 6n
COMPACTED AND WELL ° PAVEMENT BOTTOM OF CURB ° NO SCALE
4" GRANULAR i11 =11111 DRAINED SUBGRADE
U BACKFILL -III =III =1 °
II- III -III _+ PROFILE TRANSVERSE EXPANSION JOINTS (NP,) TRANSVERSE CONTRACTION JOINTS (TYP,) ° °
1= Ili -IT =1 lElli= CONTRACTION JOINTS SHALL BE
111= III -111 -I
COMPACTED AND - M= iTf- iT1 =1Tf= TURN DOWN SLAB INSTALLED AT 10' MAXIMUM SPACING, a
= III -I I1 -III =1 ' 1 -0 BELOW GRADE NOTE:
m WELL DRAINED -111 =1 I= r " AND 5' MAXIMUM SPACING ON RADII Q
SUBGRADE ON OUTER SIDES 1, STONE SIZE SHALL CONFORM TO ASTM D48 WITHIN THE CITY R.O.W. NOTE:
6" SIZE #1 (1 1/2- TO 3 1/2" DIA.), STREAMLINE ALL CHANNELS
2, PERIODIC 2" STONE TOP DRESSING & WASHING NOTE: USING CLASS "A" CONC,
WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE ORIENT M.H. SECTIONS
_0 AS REQUESTED BY COUNTY /CITY. PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB AND GUTTER SHOULD BE TIED TO TO PLACE STEPS ABOVE W W
m THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS, IF NO CONCRETE PAVEMENT IS CHANNEL SHELF UNLESS
CONCRETE STOOP DETAIL TEMPORARY CONSTRUCTION BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OTHERWISE DIRECTED
(ADJACENT TO SIDEWALK)
NO SCALE ENTRANCE DETAIL
N OF ALL RETURNS, ADJACENT TO INLETS, AND AT INTERVALS NOT TO EXCEED 50 FEET. � Z
NO SCALE CURB JOINT DETAIL Q a CD
aD NO SCALE }
10 MIN, co G
a
I cc Z Z
WATER MAIN
Z
a a w �-'
STRUCTURE WALL SANITARY OR STORM SEWER WATER MAIN
STANDARD HEX, HEAD Z Ix
BRASS PLUG, TOP OF
CASTING ELEV. AS 5' - O„ �• FINISH FLOOR
U cl
/ SHOWN IN PLANS. Q
WATER MAIN WATER MAIN
c
i5
0
U
N
I
F
cn
0
V)
L1111 I�
III
_III -I TURN DOWN SLAB
6„ V -0" BELOW GRADE
ON OUTER SIDES
C%"rO%O% 1 11 CT A 11
JOINTS SHALL BE CUT
DIMENSIONS
PROVIDE BLOCKING TO
g
■ ■ ■ ■v/7� ■ �/lV■ 1 1 /'%V V`V 1 1V1�
NO SCALE
WITHIN R.O.W.
NO SCALE
1 -O"
TRAFFIC TURN ARROW
„^ � ^ A , 1-
CONCRETE PAD FOR THREE PHASE
TRANSFORMER 150 -1500 KVA
NO SCALE
W
<
a
20' BETWEEN EXPANSION JOINTS MAX,
RADIUS OF 1/4" AND FILLED
6" PIPE
�� CENTER PIPE IN OPENING
~ w
0
�
WITH JOINT FILLER,
DRAINAGE
DIRECTION
A
B
AWAY FROM CURB
6 3/4-
6"
TO CURB
6
6 3/4'
1
11 1
NV JA.,/ALL p � �
NO SCALE _ APPLIED JOINT SEALER GRADE AS PER Z
PROPOSED TOOLED EDGE PLANS
NOTES: TOP OF CURB ELEV. BUILDING Ln
1,) CURB PROFILE INDICATES DRAINAGE AWAY FROM CURB, SEE GRADING PLAN 111114 O
VARIES SEE DASHED LINE FOR DRAINAGE TO CURB. 1 -1 /2" H.M,A. SURFACE #11
N N
APPLIED ANTI - SPALLING 2,) CONTRACTION JOINTS SHALL BE PLACED EVERY 10' MAX. TO
TOOLED CONTRACTION JOINT A DEPTH OF 1 1/2 ", 6" CONC. CURB V -0" \ 2" H.M.A. BINDER #8 Z O O
1/4" WIDE, MIN. 1 1/2" DEPTH COMPOUND 3,) FULL DEPTH SEPARATIONS ARE NOT PERMITTED EXCEPT AT 1/2 PREFORMED E m
1/8" FTC /11//-ROUND 1 "RADIUS TOOLED EXPANSION JOINTS. a 2 R EXPANSION MATERIAL _ 3" H,M.A, COMPACTED BASE #5D FLAT SLAB TOP SHALL MH FRAME AND COVER F� d Do J � EDGE 4,) EXPANSION JOINTS TO BE PL4CED AT 50' MIN, ' a • PAVEMENT III I —I i I I� i 7" STONE BASE #53 BE USED IN LIEU OF NEENAH R -1642, OR EQUAL Lu O
a OR GRADE III —III— ECCENTRIC CONES FOR FOR WATERTIGHT INSTALLATIONS W
1 »R 4" #2 STONE OR MATCH EXISTING, SHALLOW MANHOLE NEENAH R- 1916 -F, OR EQUAL O O cd
UJ
° • ° COMBINED CURB &GUTTER 10' OR FULL PANEL _ I CONCRETE WHICHEVER IS GREATER CONSTRUCTION OR AS
a PAVEMENT NOTE. PAVEMENT SECTION BASED SCHEDULED a W Y
PAVEMENT
NO SCALE BOTTOM EXPANSION OF PAVEMENT ON TYPICAL SITE CONDITIONS, CEMENT MORTAR 0-
ANY AREAS OF BAD SOILS MUST
-' - 111 =ITI =T =III- ITI - -- ;1 6x6 - 10/10 BE REMOVED AND RECOMPACTED s' t ADJUSTING RINGS
-111 -III III -III III III ITI- TO 95% MODIFIED PROCTOR, 8" MIN, 12" MAX,
GRANULAR 'I III ITI =TI IIL= 111 -III �° WELDED 150 CONCRETE CURB END TAPE EXPANSION JOINT AT ° I /
1 2" CEMENT MORTAR
BACKFILL
III -_ III -III IIhII WIRE FABRIC 7"
F
COMPACTED SUBGRADE 6" r NO SCALE BUILDING DETAIL R.O.W. "0" RING GASKETS
1 A.S.T,M. C443
4" REBAR CONT. AT NO SCALE TYPICAL PAVEMENT SECTION 4' -0" DIA. TYPE IS
TOP & BOTTOM • 0 M,H. STEPS 0 16" C/C
' NO SCALE 5' -0" olA. TYPE ns
1,) CONTRACTION JOINTS TO BE ITI 1111111 •
A MINIMUM OF 1 1/2" DEEP 1= 111 =11
111 =I I I
2.) SEE CONCRETE WALK SECTION FOR =1I1 =11 -1 °
LOCATION OF JOINTS, I-I I =1I1 =1I APPLIED JOINT SEALER 1/8" -1 1/4" DEEP SAWED O
III- III -III_ 3" r TOOL BOTH SIDES OF - 00
3,) FULL DEPTH SEPARATORS ARE NOT ;,III =l LA_ EXPANSION JOINT 1/2" PREFORMED FLUSH WITH SURFACE OR TOOLED JOINT WITH JOINT SEALER a
PERMITTED EXCEPT AT EXP, JOINTS, 6 = °a a EXPANSION MATERIAL d/4 z O
o Z 6" STONE DEPTH 3 °
3 0 (MIN) a °8 m a e v NHENAHME 164p,V�R "� (� Cn Cn A
w o °° w ° E R -& C2 OR EQUAL
II WO a , > a a NEENAHTR -19116 -FS OR EQUAL LLJ ?� 0- O 0 OL INTEGRAL WALK AND CURB 3 0
0 -j O (DD N
N NO SCALE a N EXPANSION JOINT TO CONCRETE SLAB CONCRETE SLAB FINISHED O q- 2 N r-, X
N FLOW w BOTTOM OF PAVEMENT PAVEMENT 0 co , <
5' � .o .
CONTRACTION JOINT
EXPANSION JOINT �— BUILDING EXPANSION JOINT DETAIL �" r••f..
0 6x6 - 10/10 WELDED FACE NO SCALE
N 4" CON(, SIDEWALK W/ WIRE FABRIC F NO SCALE NOTE: PREFORMED BUTYL RUBBER ADJUSTING THREADED ROD (4 REQ'D)
WIRE FABR C10 WELDED BROOM FINISH EXPANSION JOINT SEALANT BETWEEN MH ADJUSTING
® BUILDING GRADE ® 1 % OR
1 /4" �' AS SHOWN BELOW ° RINGS MAY BE USED IN LIEU OF
o . ° ° e RUBBER SEALANT
PLAN CEMENT MORTAR
STRIPS, CONCRETE a
z f A FLOOR SLAB 50'
&ADJACENT TO INLETS AND 'a � SEALANT INC. TYPE
_ _ _ _ _ _ _ _ _ _ _ = - _ _ = OTHER CONSTRUCTION EACH J OR EQUAL IN
d g
- _III -III III III III III_III_III 11 =III 111_111_ TOP OF CURB a �
/� EACH JOINT,
11= 1_11= 111= 111 =11= 111= 111 =111 =1 • I I I= =111 = -I I1 =111= 111 = 111 =111 I I I-I I I =III =111 125' 25' �l �
III III -III 111 ill 1 1 -I I I_I I III -III III III -I i t I1=- III -III I -1 I -1 I III- I
-III -i III -I -III III -III =1 I i_I 1 =1(f -I 1 =1 -I f_ =I i' i -_ I'- » ® 1 % 0 2%
I1 =11 i- III -III III -I '- III -III -111 =111 III- 4 GRANULAR . o 11 1 FLO j
BACKFILL ° SANITARY SEWER DETAILS
T I n n 1— III —u i_ a c° o a' &o a o v
� 6n
COMPACTED AND WELL ° PAVEMENT BOTTOM OF CURB ° NO SCALE
4" GRANULAR i11 =11111 DRAINED SUBGRADE
U BACKFILL -III =III =1 °
II- III -III _+ PROFILE TRANSVERSE EXPANSION JOINTS (NP,) TRANSVERSE CONTRACTION JOINTS (TYP,) ° °
1= Ili -IT =1 lElli= CONTRACTION JOINTS SHALL BE
111= III -111 -I
COMPACTED AND - M= iTf- iT1 =1Tf= TURN DOWN SLAB INSTALLED AT 10' MAXIMUM SPACING, a
= III -I I1 -III =1 ' 1 -0 BELOW GRADE NOTE:
m WELL DRAINED -111 =1 I= r " AND 5' MAXIMUM SPACING ON RADII Q
SUBGRADE ON OUTER SIDES 1, STONE SIZE SHALL CONFORM TO ASTM D48 WITHIN THE CITY R.O.W. NOTE:
6" SIZE #1 (1 1/2- TO 3 1/2" DIA.), STREAMLINE ALL CHANNELS
2, PERIODIC 2" STONE TOP DRESSING & WASHING NOTE: USING CLASS "A" CONC,
WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE ORIENT M.H. SECTIONS
_0 AS REQUESTED BY COUNTY /CITY. PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB AND GUTTER SHOULD BE TIED TO TO PLACE STEPS ABOVE W W
m THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS, IF NO CONCRETE PAVEMENT IS CHANNEL SHELF UNLESS
CONCRETE STOOP DETAIL TEMPORARY CONSTRUCTION BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OTHERWISE DIRECTED
(ADJACENT TO SIDEWALK)
NO SCALE ENTRANCE DETAIL
N OF ALL RETURNS, ADJACENT TO INLETS, AND AT INTERVALS NOT TO EXCEED 50 FEET. � Z
NO SCALE CURB JOINT DETAIL Q a CD
aD NO SCALE }
10 MIN, co G
a
I cc Z Z
WATER MAIN
Z
a a w �-'
STRUCTURE WALL SANITARY OR STORM SEWER WATER MAIN
STANDARD HEX, HEAD Z Ix
BRASS PLUG, TOP OF
CASTING ELEV. AS 5' - O„ �• FINISH FLOOR
U cl
/ SHOWN IN PLANS. Q
WATER MAIN WATER MAIN
c
i5
0
U
N
I
F
cn
0
V)
z
JOINTS SHALL BE CUT
I- W
PROVIDE BLOCKING TO
g
O
WITH A JOINTER HAVING A
Z
°
20' BETWEEN EXPANSION JOINTS MAX,
RADIUS OF 1/4" AND FILLED
6" PIPE
�� CENTER PIPE IN OPENING
~ w
o
WITH JOINT FILLER,
J z
z
N
0 O
-'
U
5' -0" BETWEEN
F_
11 III -1- - -1 -
SANITARY BUILDING DRAIN
�k
CONTROL JOINTS
o
N a
a
6x6 - 10/10 WELDED a RATED PIPE WATER Z
TOOLED CONTROL JOINT 1/4" WIRE FABRIC GROUND LINE NOTE: WHEN LATERAL SEPARATION x
WIDE, MIN, 1" DEPTH IS 10' OR GREATER NO VERTICAL SANITARY OR 0
APPLIED ANTI - SPALLING BROOM FINISH - - - _ =ii 111 = 111 = 1111=111=1 1 =III =11 =1 CLEARANCE IS NEEDED. STORM SEWER
J a
Ii =�E EIC_- L1iI -rr- n11I�111 1= - � d
COMPOUND
12" X 12" X 4" li _ 1
co
CONC. COLLAR , „ 10' (MIN.) 10' (MIN.)
KORBAND WATER MAIN
ITARY R
45' E ITARY R SAN 0
LBOW SAN 0
— - — —_
- - - - - - 77�1 1 _—
PROVIDE BLOCKING TO
2' STORM SEWER LESS THAN 18" OR IN CASES STORM SEWER
2 WHERE WATER IS BELOW
LAM
20' BETWEEN EXPANSION JOINTS MAX,
4" GRANULAR BACKFILL _
-III I I -III -) III -I -1
6" PIPE
�� CENTER PIPE IN OPENING
V 0 SANITARY SEWER
O
U
11 III -1- - -1 -
SANITARY BUILDING DRAIN
�k
MIN. (TY
a
COMPACTED AND WELL
DRAINED SUBGRADE
11 Ll
U
NOTES:
VARIES
WATER MAIN RATED PIPE
FLEXIBLE COUPLING OR ADAPTER
CD
CONCRETE WALK SECTION
1,) CONTROL JOINTS 5' -0" O.C. MAX.
(SEE PLANS FOR ANY VARIATIONS)
WYE INVERT ELEV, AS
PIPE CLAMP
305 STAINLESS
FLEXIBLE COUPLING OR ADAPTER
CONCRETE COLLAR
SANITARY SEWER
NO SCALE
2.) EXPANSION JOINTS 20' -0" O.C. MAX.
SHOWN IN PLANS
STEEL
CONCRETE COLLAR
BENCH SLOPE = 1/2" PER FOOT
SHEET NO.
(SEE PLANS FOR ANY VARIATIONS)
FLEXIBLE CONNECTOR
cn
CLEAN— OUT
KOR -N -SEAL ASSEMBLY
N0. S206 -48 OR EQUAL
MINIMUM CROSSOVER &SEPARATION
STANDARD MANHOLE BENCHES
0
CONCRETE WALK DETAIL
NO SCALE
REQUIREMENTS FOR WATER MAINS■
NO SCALE
0600
KOR —N —SEAL DETAIL
SANITARY SEWERS 8� STORM SEWERS
o
NO SCALE
NO SCALE
NO SCALE
cn
/