106th Street FM Plans_issued for construction_combined set_052716CLAY TOWNSHIP REGIONAL WASTE DISTRICT
PROJECT 1601 - 106th STREET PARALLEL FORCEMAIN
PROJECT LOCATION
BOARD OF TRUSTEES
GRW PROJECT NO. : 4388-01
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engineeringarchitecturegeospatial
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96th ST.
116th ST.
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S T A T E O F I N D I A N A HAMILTO
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MARILYN ANDERSON - PRESIDENT
JOSEPH CLARK - VICE PRESIDENT
MICHAEL MCDONALD -SECRETARY
JANE MERRILL -TREASURER
AMANDA FOLEY - MEMBER
CHUCK FORD - MEMBER
ERIC HAND -MEMBER
CARL MILLS -MEMBER
STEVE PITTMAN -MEMBER
ANDREW WILLIAMS -UTILITY DIRECTOR
RYAN HARTMAN -DISTRICT ENGINEER
WESLEY MERKLE -ENGINEERING MANAGER
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1.ALL LOCATIONS, SIZES, MATERIALS, AND/OR INVERTS OF EXISTING UTILITIES
ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE. HOWEVER, THE
ENGINEER DOES NOT GUARANTEE OR ASSURE THAT SUCH INFORMATION IS
TRUE OR EVEN APPROXIMATE. THE CONTRACTOR SHALL DETERMINE WHICH
UTILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS AND VERIFY THEIR
LOCATIONS, SIZES, AND INVERTS. THE CONTRACTOR SHALL ADJUST WORK
ACCORDINGLY AND NOTIFY THE OWNER AND ENGINEER OF ANY SUCH
CONFLICTS AND/OR ADJUSTMENTS. THE CONTRACTOR SHALL REFER TO
APPLICABLE SECTIONS OF THE SPECIFICATIONS RELATIVE TO THE ABOVE.
2.CONTRACTOR SHALL COORDINATE ALL WORK WITH THE RESPECTIVE UTILITIES,
BOTH EXISTING AND PROPOSED. UNLESS OTHERWISE NOTED OR SPECIFIED,
CONTRACTOR SHALL NOTIFY UTILITIES A MINIMUM OF THREE (3) FULL WORKING
DAYS IN ADVANCE OF REMOVING, RELOCATING, DISTURBING, OR ANY RELATED
CONSTRUCTION ACTIVITY CAUSING A CONFLICT WITH ANY UTILITY AND SHALL
ADJUST HIS/HER WORK SCHEDULE ACCORDINGLY.
3.CONTRACTOR IS RESPONSIBLE FOR RELOCATING AND/OR SUPPORTING AT
CONTRACTOR'S EXPENSE, ANY UTILITY LINES AND/OR SERVICE POLES
NECESSARY TO COMPLETE CONSTRUCTION OPERATIONS. UTILITY POLES ARE
SHOWN ON THE PLANS, BUT OVERHEAD LINES HAVE BEEN OMITTED FOR
CLARITY. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE
CONTRACTOR SHALL VERIFY THE LOCATION OF OVERHEAD OBSTRUCTIONS,
ESPECIALLY OVERHEAD ELECTRIC LINES.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO STATE,
CITY/TOWN OR PRIVATE PROPERTY, DRIVES, SIDEWALKS, BRIDGES, DRAINAGE
PIPE SYSTEMS, FENCES, SHEDS, ETC. AS A RESULT OF THE CONTRACTORS
WORK AND SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT AT
CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE PERMITTING AGENCY,
THE OWNER, AND THE ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR
SITE RESTORATION. SITE RESTORATION SHALL BE EQUAL TO OR BETTER THAN
CONDITIONS PRIOR TO CONSTRUCTION.
5.CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING FLOW AND PROVIDING
BYPASS PUMPING AS REQUIRED DURING CONSTRUCTION OPERATIONS. SUCH
FLOW SHALL BE CONTINUOUSLY MONITORED AS NOT TO ALLOW SEWAGE
BACK-UP WHICH MAY CAUSE PROPERTY DAMAGE. THE CONTRACTOR IS FULLY
RESPONSIBLE FOR ANY DAMAGE INCURRED AND MUST MAKE RESTITUTION
WITH ANY AFFECTED PROPERTY OWNER(S)(SEE SPEC. 01125).
6.EXISTING SEWER INTERCEPTORS, GRAVITY SEWERS, LIFT STATIONS & FORCE
MAINS SHALL REMAIN IN CONTINUOUS SERVICE THROUGHOUT THE
CONSTRUCTION PERIOD UNTIL SUCCESSFUL START-UP OF THE PROPOSED
FORCEMAIN. CONTRACTOR SHALL PROVIDE CONTINUOUS ON-SITE
SUPERVISION OF ANY BYPASS PUMPING OPERATIONS THAT OCCUR DURING
CONSTRUCTION & NON-CONSTRUCTION HOURS. PROPOSED BYPASS SYSTEM
SHALL INCLUDE EMERGENCY STANDBY/BACK-UP PROVISIONS AND SHALL BE
APPROVED BY THE OWNER AT LEAST TWO (2) FULL WORKING DAYS IN ADVANCE
OF INITIATING ANY BYPASS OPERATIONS. REFER TO SPEC. SECTION 01125.
7.NEW FORCE MAIN SHALL BE INSTALLED AT THE UNIFORM HORIZONTAL
DISTANCE BETWEEN SUCCESSIVE HORIZONTAL LOCATION COORDINATES AS
SHOWN ON THE PLANS. BASELINE STATIONING IS ALONG THE CENTERLINE OF
THE NEW FORCEMAIN.
8.THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL WITHIN STATE
AND CITY/TOWN RIGHTS-OF-WAY. CONTRACTOR SHALL SUBMIT TRAFFIC
CONTROL PLANS TO CITY/TOWN, ENGINEER, AND OWNER FOR REVIEW AND
APPROVAL PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. REFER TO SPEC.
SECTION 01120 AND SHEET C-19 FOR ADDITIONAL REQUIREMENTS.
9.WITHIN CITY/TOWN RIGHTS-OF-WAY, ONE LANE OF TRAFFIC SHALL BE OPEN AT
ALL TIMES ALONG ALL CITY/TOWN ROADS DURING WORKING HOURS AND TWO
LANES OPEN AFTER WORKING HOURS. FLAGMEN AND SIGNAGE SHALL BE USED
WHEN TRAFFIC FLOW IS RESTRICTED TO ONE LANE AS SHOWN ON SHEET C-19.
ALL SIGNAGE USED DURING HOURS OF DARKNESS SHALL BE REFLECTORIZED
AND EQUIPPED WITH FLASHING LIGHTS. CONTRACTOR SHALL MOVE
BARRICADES AND OTHER DEVICES TO ADJUST TO SHIFTING WORK ZONES.
OBSTRUCTION OF TRAFFIC SHALL BE KEPT TO A MINIMUM.
10.CONTRACTOR SHALL NOTIFY OWNER, CITY/TOWN, INDOT, ENGINEER, LAW
ENFORCEMENT & EMERGENCY SERVICES, SCHOOL DISTRICT, TRASH PICK-UP
SERVICE, AND AFFECTED RESIDENTS 48 HOURS PRIOR TO TEMPORARILY
CLOSING ANY LANES OF TRAFFIC, INCLUDING PRIVATE DRIVEWAYS. PRIVATE
DRIVEWAYS TO BE DISTURBED AND REPAIRED SHALL NOT BE SHUT DOWN
LONGER THAN 8 HOURS. TRAFFIC SHALL BE BARRICADED FROM DRIVEWAY OR
DRIVEWAY SHALL BE STEEL PLATE SPANNED TO ALLOW FOR MINIMUM CURING
TIME. COMPLY WITH CITY/TOWN/STATE REQUIREMENTS TO RECEIVE PERMIT
APPROVAL FOR ALL WORK WITHIN CITY/TOWN/STATE RIGHT-OF-WAY.
11.UNLESS OTHERWISE NOTED OR SPECIFIED, CONTRACTOR SHALL TAKE ALL
NECESSARY PRECAUTIONS TO AVOID DISTURBANCE, DAMAGE, OR REMOVAL OF
EXISTING TREES/VEGETATION WITHIN CONSTRUCTION LIMITS, INCLUDING
CANOPIES, TRUNKS, AND ROOTS. IF DAMAGE OR REMOVAL IS NON-AVOIDABLE,
CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER PRIOR TO INSTALLATION
WITHIN AFFECTED AREA.
12.HORIZONTAL OR VERTICAL BENDS WHERE NOTED ON THE DRAWINGS ARE
PROVIDED FOR ALIGNMENT PURPOSES ONLY, AND MAY NOT BE ALL-INCLUSIVE.
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING QUANTITY,
LOCATION, AND ORIENTATION OF BENDS AND OFFSETS ALONG FORCE MAIN
ROUTE TO MAINTAIN MINIMUM DEPTH OF COVER AND MINIMUM REQUIRED
CLEARANCES FROM EXISTING AND PROPOSED UTILITIES.
13.UNLESS OTHERWISE NOTED ON THE PROFILE DRAWINGS, MINIMUM DEPTH OF
COVER OF PROPOSED FORCEMAIN IS 4.5 FEET FOR ALL OPEN CUT
INSTALLATIONS AND 6 FEET FOR ALL HORIZONTAL DIRECTIONAL DRILLING
INSTALLATIONS. CONTRACTOR SHALL VARY DEPTH OF PROPOSED FORCEMAIN
(NOT TO EXCEED 10 FT. MAX. DEPTH WITHOUT PRIOR APPROVAL FROM
ENGINEER AND OWNER) AS NECESSARY TO TRANSITION BETWEEN OPEN CUT
TO HORIZONTAL DIRECTIONAL DRILLING AND AVOID CREATION OF HIGH SPOTS
ALONG ROUTE, EXCEPT WHERE AIR RELEASE VALVES ARE SHOWN ON
DRAWINGS.
14.CONCRETE SIDEWALK AND CURB SHALL BE REPLACED TO NEXT JOINT.
15.ALL DAMAGED CMP CULVERT PIPES SHALL BE REPLACED WITH 18" MIN. RCP
PIPE WITH RCP END SECTIONS.
UTILITIES
)'0'4#.016'5
PI
IP
YARD LIGHT
FLAT GRATE
CLEAN OUT
CONTROL POINT
SECTION CORNER
TRAFFIC MANHOLE
TELEPHONE PEDESTAL
RIGHT OF WAY MARKER
MAIL BOX
POWER POLE
STREET SIGN
POT
POST
SANITARY SEWER MANHOLE
STORM SEWER MANHOLE
TREE (DECIDUOUS)
TREE (CONIFEROUS)
TEMP. BENCHMARK (TBM)
MISCELLANEOUS
DOWN SPOUT
FLOW ARROW
GUY WIRE
TELEPHONE MANHOLE
ELECTRIC PEDESTAL
FIRE HYDRANT
LIGHT POLE
INLET
HAND HOLE
BEEHIVE GRATE
GATE
GAS MARKER
WATER VALVE
GAS VALVE
WATER METER
GAS METER
ELECTRIC MANHOLE
BUSH
POINT OF INTERSECTION CENTERLINE
DITCH OR FLOWLINE
CABLE TV
1' CONTOUR
5' CONTOUR
STORM CULVERT
UNDERGROUND ELECTRIC
FENCE
GAS MAIN
APPROX. PROPERTY LINE
PROPOSED FORCEMAIN
STORM SEWER
WATER MAIN
RAILROAD
UNDERGROUND TELEPHONE
SURFACE RESTORATION
PROPOSED SANITARY
MANHOLE
PROPOSED CURB INLET
PROPOSED STORM
MANHOLE
PROPOSED 11° BEND
PROPOSED 22° BEND
PROPOSED 45° BEND
PROPOSED 90° BEND
PROPOSED CAP
PROPOSED FIRE HYDRANT
PROPOSED TEE
PROPOSED VERTICAL TEE
PROPOSED WATER VALVE
PROPOSED REDUCER
PROPOSED DITCH
PROPOSED RIGHT-OF-WAY
PROPOSED SANITARY SEWER
PROPOSED
PERMANENT FENCE
GRANULAR FILL (AT PROFILE)
TEMPORARY RIGHT-OF-WAY
PERMANENT EASEMENT
CONSTRUCTION LIMITS
5;/$1.5.')'0&
DUCTILE IROND.I.
EXISTING RIGHT-OF-WAY
R.J.D.I.
PK NAIL, REBAR,
RR SPIKE
IRON PIPE
(SURVEY MON.)
RESTRAINED JOINT
DUCTILE IRON
SOIL BORING
SANITARY SEWER
EXISTING YARD PIPING;
ABANDONED IN PLACE
ASPHALT PAVING
CONCRETE PAD / SIDEWALK / PAVING
STONE PERIMETER
GRASS
DEMOLITION AREA (AT DEMO. PLAN)
GENERAL
---COVER SHEET
G-01 GENERAL NOTES AND INDEX OF DRAWINGS
G-02 SURVEY CONTROL AND SHEET INDEX
CIVIL
C-01 FORCEMAIN PLAN AND PROFILE - B.O.P. STA. 0+00 TO STA. 12+50 LINE "FM-1"
C-02 FORCEMAIN PLAN AND PROFILE - STA. 12+50 TO STA. 18+50 LINE "FM-1"
C-03 FORCEMAIN PLAN AND PROFILE - STA. 18+50 TO STA. 32+50 LINE "FM-1"
C-04 FORCEMAIN PLAN AND PROFILE - STA. 32+50 TO STA. 47+50 LINE "FM-1"
C-05 FORCEMAIN PLAN AND PROFILE - STA. 47+50 TO STA. 62+50 LINE "FM-1"
C-06 FORCEMAIN PLAN AND PROFILE - STA. 62+50 TO STA. 77+50 LINE "FM-1"
C-07 FORCEMAIN PLAN AND PROFILE - STA. 77+50 TO STA. 92+50 LINE "FM-1"
C-08 FORCEMAIN PLAN AND PROFILE - STA. 92+50 TO STA. 107+50 LINE "FM-1"
C-09 FORCEMAIN PLAN AND PROFILE - STA. 107+50 TO STA. 122+50 LINE "FM-1"
C-10 FORCEMAIN PLAN AND PROFILE - STA. 122+50 TO STA. 137+50 LINE "FM-1"
C-11 FORCEMAIN PLAN AND PROFILE - STA. 137+50 TO STA. 152+20 LINE "FM-1"
C-12 FORCEMAIN PLAN AND PROFILE - STA. 152+50 TO STA. 167+50 LINE "FM-1"
C-13 FORCEMAIN PLAN AND PROFILE - STA. 167+50 TO E.O.P. STA. 173+39 LINE "FM-1"
FORCEMAIN PLAN AND PROFILE - B.O.P. STA. 0+00 TO E.O.P. STA. 5+21 LINE "FM-2"
C-14 FORCEMAIN PLAN AND PROFILE - STA. B.O.P. STA. 0+00 TO E.O.P. STA. 7+12 LINE "FM-3"
C-15 FORCEMAIN TERMINATION AT MICHIGAN ROAD WWTP
C-16 VALVE VAULT PLANS, SECTIONS AND DETAIL
C-17 STANDARD DETAILS
C-18 STANDARD DETAILS
C-19 STANDARD DETAILS
C-20 EROSION CONTROL PLAN
C-21 EROSION CONTROL DETAILS
ELECTRICAL
E-01 NEW VALVE VAULT - ELECTRICAL PLANS
E-02 FORCEMAIN TERMINATION AT MRWWTP - ELECTRICAL PLANS
E-03 NEW VALVE VAULT - ELECTRICAL ONE-LINE DIAGRAM
E-04 NEW VALVE VAULT - I & C WIRING DIAGRAM
E-05 NEW VALVE VAULT - ACTUATOR CONTROL WIRING DIAGRAM
E-06 NEW VALVE VAULT - VALVE CONTROL RTU PANEL DETAILS
E-07 NEW VALVE VAULT - VALVE CONTROL RTU PANEL WIRING DIAGRAM
PROPOSED CONTOUR
MATCH EXISTINGM.E.
PROPOSED AIR RELEASE
VALVE / VAULT
+0&':1(&4#9+0)5
01&'5%4+26+10
FLOWABLE FILL (AT PROFILE)
STRUCTURAL FILL (AT PROFILE)
CTV
ST
W
NOTE: SYMBOLS MAY NOT BE ALL-INCLUSIVE. SYMBOLS USED BUT NOT LISTED HEREIN MAY BE DEFINED
ELSEWHERE. IF NOT, CONTACT THE ENGINEER FOR CLARIFICATION PRIOR TO BIDDING. SYMBOLS MISSING
FROM THE DRAWINGS DO NOT EXCUSE THE CONTRACTOR FROM PROVIDING THE WORK.
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MAY 2016
IN
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G-01
NON-SHRINK GROUTN/S
MECHANICAL JOINTM.J.
FLANGEDFLG.
STAINLESS STEELS.S.
SANITARY SEWER
CLAY TOWNSHIP REGIONAL WASTE
DISTRICT
CONTACT: WES MERKLE
(317) 844-9200
LEGAL DRAINS
HAMILTON COUNTY SURVEYORS OFFICE
CONTACT: GREG HOYES
(317) 776-8495
CABLE
COMCAST CABLE
CONTACT: THOMAS SPENCER
(317) 752-9426
BRIGHTHOUSE CABLE
3030 ROOSEVELT AVENUE
INDIANAPOLIS, IN 46217
CONTACT: JASON KIRKMAN
(317) 632-9077 x258
FIBER OPTIC
INDIANA FIBER NETWORK
CONTACT: KEITH HAMM
(317) 280-4636
LEVEL 3
CONTACT: DEWAYNE HAMILTON
(317) 916-2708
ZAYO BANDWIDTH
CONTACT: JIM KELLAM
(303) 381-4683
TELEPHONE
AT&T
CONTACT: JAKE GREENWALD
(317) 265-2896
GAS
VECTREN ENERGY DELIVERY
4324 MIDDLE RD.
COLUMBUS, IN 47203
CONTACT: JOANIE CLARK
(317) 776-5532
BUCKEYE PIPELINE
CONTACT: ROY BAUER
(317) 370-0313
PANHANDLE EASTERN PIPELINE
CONTACT: MARK WOOD
(317) 733-3232
ELECTRIC
DUKE ENERGY
CONTACT: CHRISTINA GIROD
(317) 776-5329
IPL
1230 WEST MORRIS STREET
INDIANAPOLIS, IN 46221
CONTACT: RHONDA WILLIAMS
(317) 261-5203
WATER
CITIZENS ENERGY GROUP
CONTACT: GARRETT DALTON
(317) 710-6118
CARMEL UTILITIES
CONTACT: JOHN DUFFY
(317) 733-2855
STORM SEWER
CARMEL
CONTACT: JEREMY KASHMAN
(317) 571-2441
ZIONSVILLE
CONTACT: LANCE LANTZ
(317) 873-4544
PLAN MARK BID SCHEDULE
BASE BID
A - OPEN CUT INSTALLATION - 20" STANDARD PVC C905 DR21
(REFER TO SPEC. SECTION 02531 FOR REQUIREMENTS)
B - HORIZONTAL DIRECTIONAL DRILLING (HDD) - 24" HDPE DR11, IPS
(REFER TO SPEC. SECTIONS 02508 & 02531 FOR REQUIREMENTS)
C - BORING & JACKING (30" STEEL CASING) - 24" HDPE DR11, IPS
(REFER TO SPEC. SECTIONS 02400 & 02531 FOR REQUIREMENTS)
D - OPEN CUT INSTALLATION - 12" STANDARD PVC C900 DR18
(REFER TO SPEC. SECTION 02531 FOR REQUIREMENTS)
E - HORIZONTAL DIRECTIONAL DRILLING (HDD) - 14" HDPE DR11, IPS
(REFER TO SPEC. SECTIONS 02508 & 02531 FOR REQUIREMENTS)
BID ALTERNATE NO. 1
A - OPEN CUT INSTALLATION - 20" STANDARD PVC C905 DR21
(REFER TO SPEC. SECTION 02531 FOR REQUIREMENTS)
B - HORIZONTAL DIRECTIONAL DRILLING (HDD) - 20" FUSIBLE PVC C905 DR21
(REFER TO SPEC. SECTIONS 02508 & 02531 FOR REQUIREMENTS)
C - BORING & JACKING (30" STEEL CASING) - 20" FUSIBLE PVC C905 DR21
(REFER TO SPEC. SECTIONS 02400 & 02531 FOR REQUIREMENTS)
D - OPEN CUT INSTALLATION - 12" STANDARD PVC C900 DR18
(REFER TO SPEC. SECTION 02531 FOR REQUIREMENTS)
E - HORIZONTAL DIRECTIONAL DRILLING (HDD) - 12" FUSIBLE PVC C900 DR18
(REFER TO SPEC. SECTIONS 02508 & 02531 FOR REQUIREMENTS)
PLAN MARK BID SCHEDULE
BID ALTERNATE NO. 2
A B - HORIZONTAL DIRECTIONAL DRILLING (HDD) - 24" HDPE DR11, IPS
(REFER TO SPEC. SECTIONS 02508 & 02531 FOR REQUIREMENTS)
C - BORING & JACKING (30" STEEL CASING) - 24" HDPE DR11, IPS
(REFER TO SPEC. SECTIONS 02400 & 02531 FOR REQUIREMENTS)
D E - HORIZONTAL DIRECTIONAL DRILLING (HDD) - 14" HDPE DR11, IPS
(REFER TO SPEC. SECTIONS 02508 & 02531 FOR REQUIREMENTS)
BID ALTERNATE NO. 3
A B - HORIZONTAL DIRECTIONAL DRILLING (HDD) - 20" FUSIBLE PVC C905 DR21
(REFER TO SPEC. SECTIONS 02508 & 02531 FOR REQUIREMENTS)
C - BORING & JACKING (30" STEEL CASING) - 20" FUSIBLE PVC C905 DR21
(REFER TO SPEC. SECTIONS 02400 & 02531 FOR REQUIREMENTS)
D E - HORIZONTAL DIRECTIONAL DRILLING (HDD) - 12" FUSIBLE PVC C900 DR18
(REFER TO SPEC. SECTIONS 02508 & 02531 FOR REQUIREMENTS)
NOTE: FITTINGS SHOWN ON PLAN & PROFILE SHEETS REPRESENT BASE BID
INSTALLATION (SEE GENERAL NOTE 12, THIS SHEET).
(14%'/#+0$+&5%*'&7.'
5''241(+.'5
HORIZONTAL DIRECTIONAL DRILL
(AT PLAN VIEW)
BORE AND JACK WITH STEEL CASING
(AT PLAN VIEW)
CP 301 PK NAIL / EL. = 889.42 CP 302 PK NAIL / EL. = 887.78
N = 1707953.027 E = 166832.098 N = 1709261.437 E = 166800.282
NOTE:
UNLESS OTHERWISE NOTED, ALL ELEVATIONS REFERENCED
HEREIN ARE BASED ON NAVD88 VERTICAL DATUM. NAD83
INDIANA STATE PLANE, EAST ZONE, U.S. FOOT.
BENCHMARK "S 78"
EL. = 900.28
ABOUT 0.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM
THE INTERSECTION WITH STATE HIGHWAY 334 NEAR EAGLE
VILLAGE, 0.2 MILE NORTHWEST OF A GRAVEL ROAD
INTERSECTION, 0.5 MILE SOUTHEAST OF THE HAMILTON-BOONE
COUNTY LINE, 48 FEET NORTHEAST OF THE CENTER LINE OF THE
HIGHWAY, 17 FEET NORTHWEST OF THE CENTERLINE OF A FARM
DRIVEWAY, 141 FEET WEST OF THE NORTHWEST CONER OF A
2-STORY FARM HOUSE, 57 FEET SOUTHWEST OF THE
SOUTHWEST CORNER OF A WELLHOUSE, 2 FEET SOUTHEAST OF
A WHITE WOODEN WINTNESS POST AND ABOUT 2 FEET ABOVE
HIGHWAY LEVEL. A STANDARD DISK, STAMPED "S 78 1946" AND
SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
ABOVE GROUND.
CP 303 PK NAIL / EL. = 896.57
N = 1709714.380 E = 167239.382
CP 304 CAPPED REBAR / EL. = 895.05
N = 1709609.294 E = 168152.030
CP 305 PK NAIL / EL. = 896.99
N = 1709693.263 E = 169029.746
CP 306 PK NAIL / EL. = 893.69
N = 1709695.802 E = 170188.918
51.0'13.0'
81.2'
CP 307 PK NAIL / EL. = 894.66
N = 1709735.408 E = 171055.865
CP 308 PK NAIL / EL. = 899.65
N = 1709706.825 E = 172165.215
CP 309 PK NAIL / EL. = 896.45
N = 1709726.070 E = 173114.809
CP 310 PK NAIL / EL. = 894.58
N = 1709694.999 E = 174318.560
CP 311 PK NAIL / EL. = 891.94
N = 1709737.582 E = 175030.067
CP 312 PK NAIL / EL. = 886.25
N = 1709722.760 E = 176135.895
CP 313 PK NAIL / EL. = 879.52
N = 1709782.902 E = 177002.661
15.4'
14.1'
19.7'
MA
Y
F
L
O
W
E
R
P
A
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K
D
R
.
MA
Y
F
L
O
W
E
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P
A
R
K
D
R
.
16.6'
18.7'
24.2'
NO
T
T
I
N
G
H
A
M
W
A
Y
W 106TH ST.
W 106TH ST.
US
4
2
1
/
M
I
C
H
I
G
A
N
49.8'
28.4'
4.4'
CP 314 PK NAIL / EL. = 847.93
N = 1709801.220 E = 178048.746
W 106TH ST.7.0'
60.3'
53.3'
CO
M
M
E
R
C
E
D
R
.
W 106TH ST.
TRAIL 26.6'
23.2'
34.8'
W 106TH ST.
TRAIL
19.8'
25.2'75.5'
27.4'
19.3'
18.7'W 106
T
H
S
T
.
W 106TH ST.
21.9'
26.9'
21.8'
TRAIL
W 106TH ST.
FE
R
G
U
S
A
V
E
.
14.4'17.1'
32.0'
W 106TH ST.
IR
O
N
H
O
R
S
E
43.9'
34.6'
43.3'
TRAIL
54.5'
43.9'
W 106TH ST.
LO
N
D
O
N
B
E
R
R
Y
B
L
V
D
.
45.0'
13.8'18.3'
W 106TH ST.
TRAIL
FENCE
TRAIL
W 106TH ST.
22.3'28.7'
15.1'
CP 319 PK NAIL / EL. = 855.06
N = 1709822.740 E = 182175.041
CP 320 PK NAIL / EL. = 848.07
N = 1709829.575 E = 182903.124
CP 321 PK NAIL / EL. = 849.22
N = 1709753.371 E = 183553.255
TRAIL
W 106TH ST.
TRAIL
15.8'
19.6'
46.2'
75.5'10.3'
69.7'
W 106TH ST.
DI
T
C
H
R
D
.
W 106TH ST.
TRAIL
32.6'28.8'
55.0'
PR
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DATE:
SCALE:
SHEET NO.
DE
S
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PL
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CP 315 PK NAIL / EL. = 870.60
N = 1709693.263 E = 179009.849
CP 316 PK NAIL / EL. = 855.57
N = 1709794.429 E = 179993.223
TRAIL
W 106TH ST.
WO
O
D
H
A
L
L
D
R
.
59.0'
26.3'
64.7'
TRAIL
W 106TH ST.
FENCE
57.9'
35.5'
33.2'
CP 317 PK NAIL / EL. = 861.80
N = 1709813.673 E = 180845.589
CP 318 PK NAIL / EL. = 847.50
N = 1709766.336 E = 181514.898
20.3'
26.1'
22.6'
TRAIL
W 106TH ST.
FENCE
82.9'
73.9'
39.6'
56.1'
W 106TH ST.
TRAIL
CR
O
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E
D
S
T
I
C
K
D
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.
C-01
C-0
2
C-03 C-04
C-05
C-06 C-07
C-08
C-09 C-10 C-11 C-12 C-13
FENCE
EOP EOP
EOP
EOPEOP EOP
TRAIL
TRAIL
CP 301
CP 303
CP 306
CP 307
CP 314
CP 313
CP 312
CP 311
CP 310
CP 309
CP 308
CP 315
CP 316
CP 317
CP 318 CP 319
CP 320 CP 321
DRIVEWAY
WV
T. PED.
FH
ST. MH
ST. MH
FH
SAN. MH
SIGN
TREE
T. PED.
MAST
FIBER OPTICS
MARKER
WV
ST. MH
PWP PWP
TREE
TREE
TREE
TREE
TREE
TREE
ST. MH
ST. MH
ST. MH
SAN. MH
SAN. MH
SAN. MH
SIGN
SIGN
SIGN
SIGNWVWV
FH
FH
FH
FH
T. PED.
PWP
PWP
PWP
PWP
PWP
PWP
PWP
PWP
HEADWALL PWP
ARV MH
EOP
GUY WIRE
BRICK WALL
POST
POST
BRICK COLUMN
GATE POST
LIGHT
P
O
L
E
EDGE OF
CONCRETE
END OF GUARD RAIL
GR
HEADWALL
CP 304
CP 305
CP 301
CP 302
CP 302
CP 303
CP 304 CP 305
CP 306 CP 307
CP 308 CP 309 CP 310
CP 311 CP 312
CP 313 CP 314
CP 315
CP 316
CP 317
CP 318
CP 319 CP 320
CP 321
W. 106TH STREET
U
.
S
.
4
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W. 106TH STREET
NEW 20"
FORCEMAIN
(LINE "FM-1")
NEW 20"
FORCEMAIN
(LINE "FM-1")
NEW 20"
FORCEMAIN
(LINE "FM-1")
NEW 20"
FORCEMAIN
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PROFILE -
PLAN VIEW -
C-01
1"=50'
MAY 2016
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NEW 24" FORCEMAIN
06-04-12-000-059.001-006
TOFG REAL ESTATE LLC
7313 MAYFLOWER PARK DRIVE
06-04-12-000-059.004-006
NORTHWEST HAITI CHRISTIAN MISSION
7271 MAYFLOWER PARK DRIVE
06-04-12-000-059.005-006
TOSA ENTERPRISES LLC
7221 MAYFLOWER PARK DRIVE
06-04-12-000-059.006-006
BIG PICTURE HOLDINGS LLC
7171 MAYFLOWER PARK DRIVE
06-04-12-000-059.007-006
BLACK FOREST HOLDING VII LTD
7113 MAYFLOWER PARK DRIVE
06-04-12-000-059.009-006
CROPPER, WARREN D.
& SANDRA J.
7031 MAYFLOWER PARK
DRIVE
06-04-12-000-066.000-006
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
7236 MAYFLOWER PARK DRIVE
06-04-12-000-041.000-006
JONES, JERRY R. & BETTY L.
4929 W. 106TH STREET
NEW 24" FORCEMAIN
06-04-12-000-050.000-006
JONES, JERRY R. & BETTY L.
4801 W. 106TH STREET
18" MIN.
18" MIN.
18" MIN.18" MIN.
12" MIN.
12"
B.O.P. STA. 0+00 LINE "FM-1"
CONNECT TO 20" PLUG VALVE
(SEE DETAILS, SHEET C-15
FOR CONNECTION TO
EXISTING PRE-TREATMENT
BUILDING)
STA. 0+27 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND
STA. 0+61 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND
AND 24"X20" R.J.D.I.
REDUCER.
BEGIN DIRECTIONAL DRILL
MAYFLOWER PARK DRIVE
MAYFLOWER PARK DRIVE
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EXISTING SEWER EASEMENT
EXISTING SEWER EASEMENT
EXISTING PLATTED UTILITY
AND DRAINAGE EASEMENT
0+00 PLUG VALVE (B.O.P.)1708086.95 166742.17
0+27 45° BEND 1708086.95 166769.54
0+61 45° BEND 1708110.43 166793.03
2+00 FORCEMAIN 1708249.84 166793.95
4+00 FORCEMAIN 1708449.83 166795.27
6+00 FORCEMAIN 1708649.81 166798.25
8+00 FORCEMAIN 1708849.79 166800.97
10+00 FORCEMAIN 1709049.79 166801.50
12+00 FORCEMAIN 1709249.36 166811.46
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
EX
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1,189' B
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FENCE AS REQUIRED
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NOTE (TYPICAL ALL SHEETS):
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INV. = PROPOSED FORCEMAIN INVERT ELEVATION
INSTALL 4 L.F. OF
CONCRETE CURB
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0.08% SLOPE
INV. 883.50
INV. 877.70
INV. 873.45
INSTALL 15 L.F. OF ASPHALT
ROAD REPLACEMENT
(METHOD "D")
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PLAN VIEW -
C-02
1"=50'
MAY 2016
DS
W
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JA
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CJ
F
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--
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--
-
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--
43
8
8
STA. 12+50 TO STA. 18+50 LINE "FM-1"
STA. 12+50 TO STA. 18+50 LINE "FM-1"
NEW 24" FORCEMAIN
EXISTING
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18" MIN.
06-04-12-000-059.009-006
CROPPER, WARREN D. & SANDRA J.
7031 MAYFLOWER PARK DRIVE
29-13-07-000-001.001-018
GARRISON ENTERPRISES LLC
4715 W. 106TH STREET
29-13-06-000-030.102-018
NOTTINGHAM LLC.
06-04-01-000-001.008-006
PEARSON REALTY LLC
4750 W. 106TH STREET
06-04-12-000-050.000-006
JONES, JERRY R. & BETTY L.
4801 W. 106TH STREET
06-04-12-000-060.001-006
MAYFLOWER PARK
ASSOCIATION
MAYFLOWER
PARK DRIVE
W.
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18" MIN.
18" MIN.
18" MIN.
STA. 15+48 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND
18" MIN.18" MIN.
ST
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1
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STA. 14+85 LINE "FM-1"
INSTALL 24"X20" R.J.D.I. REDUCER
AND 20" R.J.D.I. 22.5° BEND.
END DIRECTIONAL DRILL
175' B
EXISTING PLATTED UTILITES
AND DRAINAGE EASEMENT
EXISTING SANITARY
SEWER EASEMENT
EXISTING PLATTED
UTILITIES AND
DRAINAGE EASEMENT
14+00 FORCEMAIN 1709427.14 166898.37
14+85 22.5° BEND 1709496.08 166947.93
15+48 45° BEND 1709557.66 166962.08
15+56 45° BEND 1709563.45 166968.12
16+00 FORCEMAIN 1709571.40 167010.93
17+31 24"X20" REDUCER 1709593.85 167149.67
18+00 FORCEMAIN 1709598.26 167208.85
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
EXISTING SANITARY
SEWER EASEMENT
STA. 15+56 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND
AND 24"X20" R.J.D.I. REDUCER.
BEGIN DIRECTIONAL DRILL
ST
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.
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STA. 17+31 LINE "FM-1"
INSTALL 24"X20"
R.J.D.I. REDUCER. END
DIRECTIONAL DRILL
235' B
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INSTALL
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PROPOSED SANITARY
SEWER EASEMENT
1.63% SLOPE
0.84% SLOPE
INV. 881.85
EX
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71' A 119' A
12" MIN.
18" MIN.
INV. 874.03 NEW 24" FORCEMAIN
NEW 20" FORCEMAIN
NEW 20"
FORCEMAIN
NEW 24"
FORCEMAIN
NEW 20"
FORCEMAIN
NEW 20" FORCEMAIN
SB-02
EX
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NOTE:
1.ALONG FORCEMAIN LINE "FM-1" FROM APPROX.
STA.16+00 TO APPROX. STA. 27+40, CONTRACTOR
SHALL COORDINATE WORK WITH COMCAST (MIN. 48
HOUR NOTICE), SUPPORT "CTV" UTILITY DURING
CONSTRUCTION, AND RELOCATE TO SIDE OF
FORCEMAIN TRENCH AS NECESSARY TO INSTALL
FORCEMAIN LINE "FM-1". WORK ASSOCIATED WITH
"CTV" UTILITY SUPPORT AND RELOCATION SHALL NOT
BE A SEPARATE PAY ITEM AND SHALL BE CONSIDERED
INCIDENTAL TO THE FORCEMAIN LINE "FM-1"
INSTALLATION.
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18+00 19+00 20+00 21+00 22+00 23+00
24+00 25+00 26+00
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28+00 29+00 30+
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31+00 32+00
CTV CTV
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PLAN VIEW -
C-03
1"=50'
MAY 2016
DS
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--
-
-
--
-
-
--
-
-
--
-
-
--
43
8
8
STA. 18+50 TO STA. 32+50 LINE "FM-1"
STA. 18+50 TO STA. 32+50 LINE "FM-1"
M
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NEW 20" FORCEMAIN
EXISTING
GRADE
EX
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A
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18" MIN.
NEW 20" FORCEMAIN
NEW 20" FORCEMAIN
EXISTING
GRADE
18" MIN.
235' C
EX
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150' B
29-13-07-000-001.001-018
GARRISON ENTERPRISES LLC
4715 W. 106TH STREET
29-13-06-000-030.202-018
NOTTINGHAM LLC
29-13-07-027-002.000-018
L A FITNESS INTERNATIONAL LLC
29-13-07-027-001.000-018
L A FITNESS INTERNATIONAL LLC
29-13-07-018-001.000-018
NATIONAL BANK OF INDIANAPOLIS
10590 N. MICHIGAN ROAD
29-13-07-012-001.000-018
ORANGE NEWPORT ASSOCIATES, ET AL
10595 N. MICHIGAN ROAD
29-13-06-000-030.002-018
PEARSON REALTY LLC
29-13-06-000-030.102-018
NOTTINGHAM LLC
29-13-06-000-029.001-018
106TH STREET LLC
29-13-06-012-001.000-018
R1 CS3 LLC
W. 106TH STREET W. 106TH STREET
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STA. 21+50 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND
STA. 21+64 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND
STA. 26+25 LINE "FM-1"
INSTALL 20" R.J.D.I. 22.5° BEND
STA. 27+40 LINE "FM-1"
INSTALL 20" R.J.D.I. 22.5° BEND
AND 24"X20" R.J.D.I. REDUCER.
STA. 29+79 LINE "FM-1"
INSTALL 24"X20" REDUCER
AND 20" R.J.D.I. 45° BEND.
(ROLLED)
STA. 30+03 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND
(ROLLED)
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18" MIN.
18" MIN.
18" MIN.18" MIN.
18" MIN.
ST
A
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2
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9
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18" MIN.18" MIN.
ST
A
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2
4
+
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STA. 23+14 LINE "FM-1"
INSTALL 20" R.J.D.I. 22.5° BEND
STA. 23+33 LINE "FM-1"
INSTALL 20" R.J.D.I. 22.5° BEND
STA. 24+25 LINE "FM-1"
INSTALL ARV-1 AT HIGH POINT
EXISTING SANITARY
SEWER EASEMENT
EXISTING 15' UTILITY EASEMENT
EXISTING ACCESS EASEMENT
EXISTING SANITARY SEWER
AND UTILITY EASEMENT
EXISTING DRAINAGE AND
UTILITY EASEMENT
6'
21+64 45° BEND 1709605.42 167568.90
22+00 FORCEMAIN 1709606.28 167604.67
23+14 22.5° BEND 1709608.99 167718.24
23+33 22.5° BEND 1709615.96 167736.74
24+00 FORCEMAIN 1709616.87 167803.37
24+25 ARV 1709617.20 167828.36
26+00 FORCEMAIN 1709619.57 168003.35
26+25 22.5° BEND 1709619.90 168027.89
27+40 22.5° BEND 1709583.07 168136.94
28+00 FORCEMAIN 1709585.22 168197.20
29+79 45° BEND 1709591.58 168375.68
30+00 FORCEMAIN 1709608.41 168388.90
30+03 45° BEND 1709610.80 168390.78
31+00 24"X20" REDUCER 1709615.95 168487.57
32+00 FORCEMAIN 1709619.47 168587.51
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
20+00 FORCEMAIN 1709612.78 176408.32
21+50 45° BEND 1709614.46 167556.94
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
STA. 31+00 LINE "FM-1"
INSTALL 24"X20" R.J.D.I.
REDUCER
BEGIN DIRECTIONAL DRILL
ST
A
.
3
1
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0
0
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INSTALL
GRANULAR
BACKFILL
INSTALL
GRANULAR
BACKFILL INSTALL
GRANULAR
BACKFILL
AP
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.
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L
AP
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.
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A
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P
.
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APP. PL
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.
P
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.
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AP
P
.
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.
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INSTALL 23 L.F. OF
CONCRETE ROAD
REPLACEMENT
(METHOD "E")
INSTALL 40 L.F. OF CONCRETE ROAD
REPLACEMENT (METHOD "E")
INSTALL 49 L.F. OF CONCRETE
ROAD REPLACEMENT
TEMPORARY SANITARY
SEWER EASEMENT
TEMPORARY SANITARY
SEWER EASEMENT
235' OF 30" DIA. STEEL
CASING BORE AND JACK
0.84% SLOPE
3.04%
S
L
O
P
E
INSTALL 54 L.F. OF ASPHALT
PATH REPLACEMENT (METHOD "F")
INSTALL 102 L.F. OF CONCRETE
SIDEWALK REPLACEMENT
(METHOD "B")
0.71% SLOPE
INSTALL
GRANULAR
BACKFILL
0.24% SLOPE INV. 881.00
INV. 879.33
INV. 887.68
INSTALL 9 L.F. OF ASPHALT PATH
REPLACEMENT (METHOD "F")
E.
G
.
=
8
9
4
.
9
IN
V
.
=
8
8
1
.
4
5
890' A 125' A
REMOVE EXISTING
TREE
REMOVE EXISTING
TREES
12" MIN12" MIN
INV. 880.00
3.57% SLOPE
NEW 20" FORCEMAIN
NEW 24" FORCEMAIN
NEW 24" FORCEMAIN
NEW 24" FORCEMAIN
NEW 24" FORCEMAIN
NOTE:
1.ALL WORK ON NATIONAL BANK OF
INDIANAPOLIS PROPERTY/ TEMPORARY
SANITARY SEWER EASEMENT SHALL BE
COMPLETE, INCLUDING FINAL RESTORATION,
BY THE ORIGINAL DATE OF FINAL COMPLETION
PROVIDED IN THE BID DOCUMENTS (STA.
26+50±, LINE "FM-1" TO STA. 27+30± LINE "FM-1",
SEE SPEC 01125).
SB-03
SB-04
EX
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NOTE:
1.ALONG FORCEMAIN LINE "FM-1" FROM APPROX.
STA.16+00 TO APPROX. STA. 27+40, CONTRACTOR
SHALL COORDINATE WORK WITH COMCAST (MIN. 48
HOUR NOTICE), SUPPORT "CTV" UTILITY DURING
CONSTRUCTION, AND RELOCATE TO SIDE OF
FORCEMAIN TRENCH AS NECESSARY TO INSTALL
FORCEMAIN LINE "FM-1". WORK ASSOCIATED WITH
"CTV" UTILITY SUPPORT AND RELOCATION SHALL NOT
BE A SEPARATE PAY ITEM AND SHALL BE CONSIDERED
INCIDENTAL TO THE FORCEMAIN LINE "FM-1"
INSTALLATION.
IS
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C-04
1"=50'
MAY 2016
DS
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--
-
-
--
-
-
--
-
-
--
-
-
--
43
8
8
STA. 32+50 TO STA. 47+50 LINE "FM-1"
STA. 32+50 TO STA. 47+50 LINE "FM-1"
MA
T
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L
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E
MA
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-
0
5
SE
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S
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-
0
5
NEW 24" FORCEMAIN
EXISTING
GRADE
EX
I
S
T
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G
G
A
S
M
A
I
N
18" MIN.
EX
I
S
T
I
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8
"
W
A
T
E
R
L
I
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E
369' B473' B
NEW 20" FORCEMAIN
NEW 20" FORCEMAIN
EX
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12"
EX
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3
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EXISTING
GRADE
29-13-07-012-002.000-018
LAWNDALE PLAZA LLC & 4128
CHESTER AVENUE L.P.
4335 W. 106TH STREET
29-13-06-000-028.000-018
WESTON SHOPPES LLP
29-13-07-014-001.001-018
AMERIANA BANK SB
29-13-07-014-002.000-018
3965 PROPERTY GROUP LLC
3965 W. 106TH STREET
29-13-07-000-016.001-018
TEETER, JEFFREY JAY &
JANE ELLEN TEETER
4281 W. 106TH STREET
29-13-06-003-047.000-018
ARMER, POLLY A. &
NICOLE FENWICK
10688 MORRISTOWN CT.
29-13-06-003-048.000-018
FINE, LOIS A.
10680 MORRISTOWN CT.
29-13-06-003-049.000-018
BROOKS, GARRETT & HANNAH
10681 MORRISTOWN CT.
29-13-06-002-068.000-018
WESTON PLACE HOMEOWNERS
ASSOC. INC.
W. 106TH STREET W. 106TH STREET
CO
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24" MIN.24" MIN.
18" MIN.
EX
I
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1
4
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H
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F
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A
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12"
STA. 37+23 LINE "FM-1"
INSTALL 24"X20" R.J.D.I.
REDUCER AND 20" R.J.D.I.
45° BEND.
END DIRECTIONAL DRILL
STA. 37+50 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND
STA. 40+53 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND
AND 24"X20" R.J.D.I.
REDUCER.
BEGIN DIRECTIONAL DRILL
ST
A
.
3
7
+
2
3
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4
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STA. 38+07 LINE "FM-1"
INSTALL ARV-2 AT HIGH POINT
ST
A
.
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8
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0
7
L
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F
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A
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EXISTING SANITARY
SEWER EASEMENT
EXISTING 15' DRAINAGE
AND UTILITY EASEMENT
EXISTING 15' DRAINAGE
AND UTILITY EASEMENT
EXISTING 20'
UTILITY EASEMENT
EXISTING 30'
UTILITY EASEMENT
EXISTING 35' SANITARY
SEWER EASEMENT
EXISTING 15' UTILITY
EASEMENT
EXISTING SANITARY
SEWER EASEMENT
34+00 FORCEMAIN 1709623.22 168787.47
36+00 FORCEMAIN 1709626.96 168987.44
37+23 45° BEND 1709629.27 169110.73
37+50 45° BEND 1709612.86 169132.21
38+00 FORCEMAIN 1709613.71 169181.86
38+07 ARV 1709613.82 169188.41
40+00 FORCEMAIN 1709618.44 169381.80
40+53 45° BEND 1709618.94 169453.08
42+00 FORCEMAIN 1709661.25 169575.56
44+00 FORCEMAIN 1709684.78 169773.68
44+22 24"X20" REDUCER 1709685.91 169795.19
46+00 FORCEMAIN 1709687.86 169973.62
47+00 24"X20" REDUCER 1709688.96 170073.62
47+50 24"X20" REDUCER 1709688.77 170123.79
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
EXISTING 25' UTILITY
EASEMENT
STA. 44+22 LINE "FM-1"
INSTALL 24"X20" R.J.D.I.
REDUCER
END DIRECTIONAL DRILL
ST
A
.
4
4
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EXISTING GAS
PIPELINE EASEMENT
EXISTING GAS
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5' MIN.
0.71% SLOPE 0.49% SLOPEINV. 886.70
330' A 278' A
STA. 47+00 LINE "FM-1"
INSTALL 24"X20" R.J.D.I.
REDUCER
BEGIN DIRECTIONAL DRILL
STA. 47+50 LINE "FM-1"
INSTALL 24"X20" R.J.D.I.
REDUCER
END DIRECTIONAL DRILL
50' B
NOTE:
PANHANDLE EASTERN TO BE CONTACTED PRIOR
TO CROSSING LPG GAS MAINS AT APPROX.
STATIONS 44+60 AND 45+50
ST
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NEW 24" FORCEMAIN
NEW 24" FORCEMAIN
NEW 24" FORCEMAIN
NEW 24" FORCEMAIN
NEW 20" FORCEMAIN
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STA. 47+50 TO STA. 62+50 LINE "FM-1"
STA. 47+50 TO STA. 62+50 LINE "FM-1"
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EXISTING
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EX
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18" MIN.NEW 20" FORCEMAIN
EXISTING
GRADE
NEW 20"
FORCEMAIN
29-13-07-000-017.000-018
MORETTO, NANCY C.
3751 W. 106TH STREET
29-13-06-002-068.000-018
WESTON PLACE HOMEOWNERS ASSOC. INC.
29-13-07-000-016.001-018
TEETER, JEFFREY JAY & JANE
ELLEN TEETER
4281 W. 106TH STREET
29-13-07-000-018.000-018
NIEHAUS, MARILYN L.
3731 W. 106TH STREET
29-13-07-000-019.001-018
MERRILL, JANE B.
3729 W. 106TH STREET
29-13-07-000-019.000-018
MERRILL, JANE B.
3729 W. 106TH STREET
29-13-07-000-020.000-018
RILEY, THOMAS W. & BONNIE G.
3675 W. 106TH STREET
29-13-06-000-027.000-018
DUNWOODY, EVELYN N.
3740 W. 106TH STREET
29-13-06-405-001.000-018
PILGRIM LUTHERAN CHURCH OF INDIANAPOLIS INC.
3650 W. 106TH STREET
W. 106TH STREET
W. 106TH STREET
18" MIN.
24" MIN.
24" MIN.
18" MIN.
EX
I
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1
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18" MIN.18" MIN.
24" MIN.
24" MIN.
STA. 57+06 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND
STA. 56+84 LINE "FM-1"
INSTALL 24"X20" R.J.D.I.
REDUCER AND 20" R.J.D.I.
45° BEND
END DIRECTIONAL DRILL
STA. 49+47 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND
STA. 48+80 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND
ST
A
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4
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EXISTING SANITARY
SEWER EASEMENT
48+00 FORCEMAIN 1709687.62 170173.60
48+80 45° BEND 1709685.80 170253.11
49+47 45° BEND 1709733.72 170301.03
50+00 FORCEMAIN 1709733.00 170353.72
52+00 FORCEMAIN 1709727.79 170553.65
53+15 24"X20" REDUCER 1709723.95 170668.57
54+00 FORCEMAIN 1709721.11 170753.54
55+65 FORCEMAIN 1709722.80 170918.18
56+00 FORCEMAIN 1709733.91 170951.69
56+84 45° BEND 1709760.36 171031.43
57+06 45° BEND 1709749.06 171050.29
58+00 FORCEMAIN 1709749.23 171144.29
60+00 FORCEMAIN 1709749.52 171344.28
62+00 FORCEMAIN 1709740.52 171544.08
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
EXISTING 20"
UTILITY EASEMENT
EXISTING GAS
PIPELINE EASEMENT
EXISTING GAS
PIPELINE EASEMENT
5' MIN.
INSTALL
GRANULAR
BACKFILL
INSTALL 56 L.F. OF
ASPHALT DRIVE
REPLACEMENT
(METHOD "C")
AP
P
.
P
L
AP
P
.
P
LAP
P
.
P
L
AP
P
.
P
LAP
P
.
P
L
AP
P
.
P
L
PROPOSED SANITARY
SEWER EASEMENT
PROPOSED SANITARY
SEWER EASEMENT
INSTALL 5 L.F. OF CONCRETE
SIDEWALK REPLACEMENT
(METHOD "B")
INSTALL
GRANULAR
BACKFILL
INSTALL 5 L.F. OF CONCRETE
SIDEWALK REPLACEMENT
(METHOD "B")
INV. 881.85
INV. 879.91
0.39% SLOPE0.69% SLOPE
1.82% SLOP
E
INSTALL 5 L.F. OF
CONCRETE CURB
REPLACEMENT
INSTALL 5 L.F. OF
CONCRETE CURB
REPLACEMENT
INV. 892.75
REMOVE EXISTING TREES AS
REQUIRED FOR CONSTRUCTION
THIS AREA (TYP. OF 6)
INSTALL 20 L.F. OF ASPHALT
PATH REPLACEMENT
(METHOD "F")
INSTALL
GRANULAR
BACKFILL
565' A
STA. 53+15 LINE "FM-1"
INSTALL 24"X20" R.J.D.I.
REDUCER
BEGIN DIRECTIONAL DRILL
369' B 566' A
NOTE:
1.BUCKEYE PIPELINE REQUIRES OPEN
POTHOLE TO VIEW HORIZONTAL
DIRECTIONAL DRILL UNDER THE LPG
GAS MAINS AT APPROX. STATIONS
56+40 AND 56+50. BUCKEYE PIPELINE
TO BE CONTACTED PRIOR TO
HORIZONTAL DIRECTIONAL DRILL.
2.PANHANDLE EASTERN TO BE
CONTACTED PRIOR TO CROSSING LPG
GAS MAINS AT APPROX. STATIONS
50+90, 51+25, AND 51+60.
3.NO BORE PITS OR RECEIVING PITS ARE
ALLOWED ON EVELYN N. DUNWOODY'S
PROPERTY AT 3740 W. 106TH STREET.
INV. 881.10
0.49% SLOPE
ST
A
.
5
3
+
1
5
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NEW 24" FORCEMAIN
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PROFILE -
PLAN VIEW -
C-06
1"=50'
MAY 2016
DS
W
DR
C
JA
J
CJ
F
FO
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C
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A
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--
-
-
--
-
-
--
-
-
--
-
-
--
43
8
8
STA. 62+50 TO STA. 77+50 LINE "FM-1"
STA. 62+50 TO STA. 77+50 LINE "FM-1"
MA
T
C
H
L
I
N
E
MA
T
C
H
L
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SE
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S
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S
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-
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7
SE
E
S
H
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T
C
-
0
7
NEW 24" FORCEMAIN
EXISTING
GRADE
EX
I
S
T
I
N
G
G
A
S
M
A
I
N
NEW 24"
FORCEMAIN
18" MIN.
EX
I
S
T
I
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G
2
4
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S
T
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M
S
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W
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CR
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1,477' B
NEW 24" FORCEMAIN
EX
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18" MIN.
29-13-07-000-020.000-018
RILEY, THOMAS W. & BONNIE G.
3675 W. 106TH STREET
29-13-06-405-001.000-018
PILGRIM LUTHERAN CHURCH OF INDIANAPOLIS INC.
3650 W. 106TH STREET
29-13-07-000-023.000-018
JENISON, STEPHEN H. & SANDRA K.
29-13-07-000-022.000-018
TURKLE, JANET K. &
MICHAEL B. COPPINGE
3665 W. 106TH STREET
29-13-08-106-007.000-018
PATEL, UDAYAN C. & DAKSHA U.
3599 HOUNDS CROSSING
29-13-08-106-006.000-018
DILLARD, MARK & LINDA RAMBO DILLARD
3598 HOUNDS CROSSING
29-13-08-106-005.000-018
TRINK, TAN VIET & VAN HOANG LE PHAM
3596 HOUNDS CROSSING
29-13-08-106-001.000-018
CONNER, WADE T. REV TRUST
10598 HUNTERSFIELD DRIVE
29-13-06-405-001.003-018
CLAY TOWNSHIP OF HAMILTON COUNTY INDIANA
3610 W. 106TH STREET
29-13-06-405-001.003-018
GREEK ORTHODOX CHURCH HOLY TRINITY INC.
3500 W. 106TH STREET
29-13-08-106-058.000-018
LOGAN, DAVID K.
10599 HOUNDS CROSSING
W. 106TH STREET
W. 106TH STREET
SH
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18" MIN.
18" MIN.
24" MIN.
18" MIN.18" MIN.24" MIN.
EX
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T
I
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1
4
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A
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STA. 62+73 LINE "FM-1"
INSTALL 20" R.J.D.I. 22.5° BEND
AND 24"X20" R.J.D.I. REDUCER
BEGIN DIRECTIONAL DRILL
ST
A
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6
2
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2
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3
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EXISTING SANITARY
SEWER EASEMENT
EXISTING SEWER
EASEMENT
EXISTING
SEWER
EASEMENT
EXISTING 5'
DRAINAGE
AND UTILITY
EASEMENT
EXISTING 5' DRAINAGE
AND UTILITY EASEMENT
62+52 ARV 1709738.17 171596.24
62+56 45° BEND 1709737.99 171600.24
62+66 45° BEND 1709737.52 171610.63
62+73 22.5° BEND 1709737.22 171617.22
64+00 FORCEMAIN 1709686.91 171733.44
66+00 FORCEMAIN 1709651.69 171929.63
68+00 FORCEMAIN 1709652.01 172129.62
70+00 FORCEMAIN 1709638.36 172329.00
72+00 FORCEMAIN 1709648.12 172528.51
74+00 FORCEMAIN 1709660.26 172728.00
76+00 FORCEMAIN 1709665.13 172927.94
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
EXISTING SANITARY
SEWER EASEMENT
EXISTING 20'
SEWER AND
UTILITY
EASEMENT
EXISTING 20'
DRAINAGE
AND UTILITY
EASEMENT
18"
MIN.
STA. 62+52 LINE "FM-1"
INSTALL ARV-3 AT
HIGH POINT
STA. 62+66 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND (VERT.)
STA. 62+56 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND (VERT.)
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0.26% SLOPE
INV. 883.00
INV. 885.27
0.12% SLOPE
INV. 892.64
72% SLOPE
23' A
12" MIN.12" MIN.
NEW 24" FORCEMAIN
NEW 20"
FORCEMAIN
SB-07
SB-08
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G G G G G G G G G G G G G G G G G G G G G G G G G G G
W W W W W W W W
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W W W W W
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T T T T T T T T T T T T T T T
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FM FM FM FM FM FM FM FM FM FM FM FM FM
FM FM FM FM FM FM FM FM FM FM FM FM FM
78+00
79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00
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PROFILE -
PLAN VIEW -
C-07
1"=50'
MAY 2016
DS
W
DR
C
JA
J
CJ
F
FO
R
C
E
M
A
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P
L
A
N
A
N
D
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ST
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7
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0
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9
2
+
5
0
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-
1
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1
6
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--
-
-
--
-
-
--
-
-
--
-
-
--
43
8
8
STA. 77+50 TO STA. 92+50 LINE "FM-1"
STA. 77+50 TO STA. 92+50 LINE "FM-1"
MA
T
C
H
L
I
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E
MA
T
C
H
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SE
E
S
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C
-
0
8
SE
E
S
H
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T
C
-
0
8
NEW 20" FORCEMAIN
EXISTING
GRADE
NEW 20" FORCEMAIN
55' B
EX
I
S
T
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N
G
1
4
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H
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F
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NEW 24" FORCEMAIN
EX
I
S
T
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G
1
2
"
W
A
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A
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W
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850' B
NEW 24" FORCEMAIN
EXISTING
GRADE
18" MIN.
12" MIN.
29-13-08-106-058.000-018
LOGAN, DAVID K.
10599 HUNTERSFIELD DRIVE
29-13-05-000-016.002-018
GREEK ORTHODOX CHURCH HOLY TRINITY INC.
3500 W. 106TH STREET
29-13-08-106-055.000-018
WILSON, CALVIN D.
3792 BARNSTABLE ROAD
29-13-08-106-054.000-018
COREY, NOBLE R. & CONSTANCE
RENEE COREY NASS
3794 BARNSTABLE ROAD
29-13-08-106-053.000-018
SARKAR, SOURISH & INDRANI
3795 BARNSTABLE ROAD
29-13-08-101-001.000-018
ANTONI JEVIC, RADOJE
10538 CONNAUGHT DRIVE
29-13-08-102-001.000-018
SCHULTZ, RAYMOND J. & LINDA P.
3321 W. 106TH STREET 29-13-08-102-002.000-018
ROBINSON, CLARENCE E.
3313 W. 106TH STREET
29-13-08-102-003.000-018
TOY, MELANIE
3305 W. 106TH STREET
29-13-05-000-016.001-018
CACUUI, GIULIANO & BRENDA M.
3300 W. 106TH STREET
29-13-05-003-017.000-018
TALWAR, RAVI R. & ELEANOR
10608 WALNUT CREEK DRIVE
29-13-05-003-016.000-018
TURNER, WILLIAM T. & EMILY L.
10609 WALNUT CREEK DRIVE
W. 106TH STREET
W. 106TH STREET
W
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18" MIN.18" MIN.18" MIN.
29-13-08-103-001.000-018
TAYLOR, NICHOLAS J. & TRACY M.
3265 W. 106TH STREET
29-13-08-103-002.000-018
BOWMAN, WILLIAM DAVID
3263 W. 106TH STREET
STA. 78+05 LINE "FM-1"
INSTALL 24"X20" R.J.D.I. REDUCER
AND 20" R.J.D.I. 45° BEND
END DIRECTIONAL DRILL
STA. 78+30 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND
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EXISTING 5' UTILITY AND
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EXISTING 5' UTILITY AND
DRAINAGE EASEMENT
EXISTING 7.5' UTILITY EASEMENT
EXISTING SEWER EASEMENT
EXISTING SEWER
EASEMENT
EXISTING
SEWER
EASEMENT
EXISTING SANITARY EASEMENT
EXISTING SEWER EASEMENT
EXISTING 10' UTILITY AND
DRAINAGE EASEMENT
EXISTING SEWER EASEMENT
EXISTING
SEWER
EASEMENT
78+00 FORCEMAIN 1709669.82 173127.88
78+05 45° BEND 1709669.95 173133.34
78+30 45° BEND 1709653.92 173151.39
80+00 FORCEMAIN 1709655.83 173321.77
82+00 FORCEMAIN 1709658.07 173521.76
84+00 24"X20" REDUCER 1709662.43 173721.68
86+00 FORCEMAIN 1709662.83 173921.68
88+00 FORCEMAIN 1709668.10 174121.59
90+00 FORCEMAIN 1709672.98 174321.51
92+00 FORCEMAIN 1709675.07 174721.50
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
STA. 84+00 LINE "FM-1"
INSTALL 24"X20" R.J.D.I. REDUCER
BEGIN DIRECTIONAL DRILL
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INSTALL
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EX
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18" MIN.
18" MIN.18" MIN.
INSTALL 465 L.F.OF CONCRETE
SIDEWALK REPLACEMENT
(METHOD "B")
595' A
INV. 880.84
0.42% SLOPE
EX
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FM FM FM
FM
FM FM FM FM FM FM FM FM
FM
FM
FM
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FM FM FM FM FM FM FM
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93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00
G
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DE
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:
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c
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c
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PROFILE -
PLAN VIEW -
C-08
1"=50'
MAY 2016
DS
W
DR
C
JA
J
CJ
F
FO
R
C
E
M
A
I
N
P
L
A
N
A
N
D
P
R
O
F
I
L
E
ST
A
.
9
2
+
5
0
T
O
S
T
A
.
1
0
7
+
5
0
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F
M
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PR
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0
1
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0
6
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--
-
-
--
-
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--
-
-
--
-
-
--
43
8
8
STA. 92+50 TO STA. 107+50 LINE "FM-1"
STA. 92+50 TO STA. 107+50 LINE "FM-1"
MA
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L
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9
SE
E
S
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T
C
-
0
9
NEW 24" FORCEMAIN
EXISTING
GRADE
NEW 24" FORCEMAIN
437' B
EX
I
S
T
I
N
G
1
4
"
H
D
P
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FO
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M
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8
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W
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A
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NEW 20" FORCEMAIN
EX
I
S
T
I
N
G
G
A
S
M
A
I
N
NEW 20" FORCEMAIN
EXISTING
GRADE
12" MIN.
24"
29-13-08-006-031.000-018
WINDSOR GROVE II
HOMEOWNERS ASSOC. INC.
29-13-05-003-016.000-018
TURNER, WILLIAM T. & EMILY L.
10609 WALNUT CREEK DRIVE
29-13-05-000-016.101-018
WHITE, SHARON L. & STEPHEN L. CO-TRUSTEES
3110 W. 106TH STREET 29-13-05-009-024.000-018
SHEN, ZHONGMIN & SUPING HE
10610 JEWEL LANE
29-13-05-009-025.000-018
EWBANK, ANN S.
10611 JEWEL LANE
29-13-05-009-001.000-018
KINGSMILL HOMEOWNERS ASSOC. INC.
29-13-05-009-005.000-018
ZUCKERBURG, MARK S.
2977 PALACE CT.
29-13-05-009-006.000-018
DUGAN, KELLI TRUSTEE
2975 PALACE CT.
29-13-08-104-001.000-018
HILDEBRANDT, LOREE A.
3111 W. 106TH STREET
29-13-08-006-032.000-018
WINDSOR GROVE II
HOMEOWNERS ASSOC. INC.
29-13-08-004-036.000-018
WINDSOR GROVE II
HOMEOWNERS ASSOC. INC.
W. 106TH STREET
W. 106TH STREET
GR
E
E
N
T
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29-13-08-103-003.000-018
HURST, GERALD J. & MARY ELLEN
3245 W. 106TH STREET
STA. 97+07 LINE "FM-1"
INSTALL ARV-4 AT HIGH POINT
ST
A
.
9
7
+
0
7
L
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L
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P
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6'
EXISTING SEWER EASEMENT
EXISTING 30' UTILITY
AND DRAINAGE
EASEMENT
EXISTING SEWER EASEMENT
EXISTING 7.5'
UTILITY EASEMENT
EXISTING 10' UTILITY AND
DRAINAGE EASEMENT
EXISTING 7.5' UTILITY AND
DRAINAGE EASEMENT
EXISTING 10' UTILITY
AND DRAINAGE
EASEMENT
EXISTING 10' UTILITY AND DRAINAGE EASEMENT
EXISTING 10' UTILITY AND DRAINAGE EASEMENT
EXISTING 15' UTILITY AND
DRAINAGE EASEMENT
94+00 FORCEMAIN 1709674.00 174721.48
96+00 FORCEMAIN 1709682.93 174921.17
96+87 24"X20" REDUCER 1709688.82 175007.65
97+07 ARV 1709689.29 175027.64
98+00 FORCEMAIN 1709691.52 175120.88
100+00 FORCEMAIN 1709696.30 175320.83
102+00 FORCEMAIN 1709697.97 175520.81
104+00 FORCEMAIN 1709700.63 175720.79
106+00 FORCEMAIN 1709704.76 175920.75
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
EXISTING 10' UTILITY
AND DRAINAGE
EASEMENT
EXISTING UTILITY,
DRAINAGE, AND
SANITARY EASEMENT
(ENTIRE PARCEL)
EXISTING UTILITY AND
DRAINAGE EASEMENT
(ENTIRE PARCEL)
STA. 96+87 LINE "FM-1"
INSTALL 24"X20" R.J.D.I. REDUCER
END DIRECTIONAL DRILL
EX
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24" MIN.
ST
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.
9
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EXISTING UTILITY AND
DRAINAGE EASEMENT
(ENTIRE PARCEL)
AP
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APP. PL
AP
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INSTALL 98 L.F. OF ASPHALT
ROAD REPLACEMENT
(METHOD "D")
INSTALL FLOWABLE
BACKFILL
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
INV. 884.00
0.42% SLOPE
INV. 881.24
0.64% SLOPE
1.78% SL
O
P
E
INV. 876.05
0.11% SLOPE
5' MIN.
INSTALL 4 L.F. OF CONCRETE
CURB REPLACEMENT
INSTALL 4 L.F. OF CONCRETE
CURB REPLACEMENT
INSTALL
GRANULAR
BACKFILL
INSTALL 34 L.F. OF ASPHALT
PATH REPLACEMENT
(METHOD "F")
EX
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12" MIN.
NEW 20" FORCEMAIN
SB-10
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113+00 114+00 115+00 116+00 117+00
118+00 119+0
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PLAN VIEW -
C-09
1"=50'
MAY 2016
DS
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43
8
8
STA. 107+50 TO STA. 122+50 LINE "FM-1"
STA. 107+50 TO STA. 122+50 LINE "FM-1"
MA
T
C
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L
I
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E
MA
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SE
E
S
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C
-
1
0
NEW 20" FORCEMAIN
EXISTING
GRADE
NEW 20" FORCEMAIN
18"
EX
I
S
T
I
N
G
G
A
S
M
A
I
N
EX
I
S
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8
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W
A
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M
A
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NEW 20"
FORCEMAIN
EX
I
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18"
NEW 20" FORCEMAIN
EXISTING
GRADE
29-13-08-004-001.000-018
SANDERS, GEORGE S. & DANA E.
10592 TITAN RUN
29-13-05-009-006.000-018
DUGAN, KELLI TRUSTEE
2975 PALACE CT.
29-13-05-009-007.000-018
LEATHERWOOD, DANNY L. & DARTHA D.
2973 PALACE CT.
29-13-05-000-014.001-018
RILEY FAMILY FARMS LLC
29-13-05-000-014.000-018
RILEY FAMILY FARMS LLC
29-13-08-004-037.000-018
WINDSOR GROVE
HOMEOWNERS ASSOC. INC.
29-13-08-004-036.000-018
WINDSOR GROVE
HOMEOWNERS ASSOC. INC.
29-13-08-004-037.000-018
WINDSOR GROVE
HOMEOWNERS ASSOC. INC.
W. 106TH STREET
W. 106TH STREET
LO
N
D
O
N
B
E
R
R
Y
B
L
V
D
.
24" MIN.
18" MIN.
18"
EX
I
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1
4
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H
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F
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1
4
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H
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A
I
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STA. 112+52 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND
STA. 112+78 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND
STA. 120+46 LINE "FM-1"
INSTALL 20" R.J.D.I. 22.5° BEND
ST
A
.
1
1
2
+
5
2
L
I
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F
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L
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0
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R
.
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D
.
I
.
2
2
.
5
°
B
E
N
D
EXISTING 10' UTILITY AND
DRAINAGE EASEMENT
EXISTING 30' UTILITY AND
DRAINAGE EASEMENT
108+00 FORCEMAIN 1709702.23 176120.52
110+00 FORCEMAIN 1709706.09 176320.48
112+00 FORCEMAIN 1709711.61 176520.67
112+52 45° BEND 1709713.06 176572.81
112+78 45° BEND 1709728.85 176593.15
114+00 FORCEMAIN 1709729.15 176715.24
116+00 FORCEMAIN 1709729.63 176915.24
118+00 FORCEMAIN 1709741.03 177114.43
118+93 22.5° BEND 1709741.61 177207.72
120+00 FORCEMAIN 1709715.94 177311.28
120+46 22.5° BEND 1709704.98 177355.49
122+00 FORCEMAIN 1709709.76 177509.84
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
STA. 118+93 LINE "FM-1"
INSTALL 20" R.J.D.I. 22.5° BEND
ST
A
.
1
1
8
+
9
3
L
I
N
E
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F
M
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S
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A
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L
2
0
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R
.
J
.
D
.
I
.
2
2
.
5
°
B
E
N
D
INSTALL
FLOWABLE
BACKFILL
INSTALL 102 L.F.
OF ASPHALT ROAD
REPLACEMENT
(METHOD "D")
EXISTING UTILITY,
DRAINAGE, AND
SANITARY EASEMENT
(ENTIRE PARCEL)
EXISTING UTILITY,
DRAINAGE, AND
SANITARY EASEMENT
(ENTIRE PARCEL)
AP
P
.
P
L
AP
P
.
P
L
A
P
P
.
P
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A
P
P
.
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L
APP. PL
APP. PLAPP. PL
APP. PL
APP. PL
APP. PL
AP
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APP. PL
APP
.
P
L 29-13-08-004-030.000-018
FREIJE, THERESA DAWN
REVOCABLE TRUST
29-13-08-004-031.000-018
THOMAS HESSION INC.
29-13-08-004-032.000-018
VALLAPURI, SRINIVAS & INDIRA
29-13-08-004-033.000-018
BROOKFIELD RELOCATION INC.
29-13-08-004-034.000-018
RAMSEY, JOHN & ALICIA
29-13-08-004-035.000-018
OSBORNE, THOMAS M SR.
& MADELINE H.
INSTALL
GRANULAR
BACKFILL
INSTALL 205 L.F.
OF ASPHALT PATH
REPLACEMENT
(METHOD "F")
INSTALL 4 L.F. OF CONCRETE
CURB REPLACEMENT
INSTALL 4 L.F. OF CONCRETE
CURB REPLACEMENT
INV. 875.15
0.11% SLOPE
INV. 870.85
INV. 868.61
0.64% SLOPE
1.17% SLOPE
3.9
2
%
SLO
P
E
INSTALL 280 L.F. OF
ASPHALT PATH
REPLACEMENT (METHOD "F")
INSTALL 70 L.F. OF ASPHALT PATH
REPLACEMENT (METHOD "F")
INSTALL
GRANULAR
BACKFILL
INSTALL
GRANULAR
BACKFILL
1,500' A
18" MIN 18" MIN
NOTE:
1.NO CONSTRUCTION ACTIVITY, STORED MATERIAL, OR
STORED EQUIPMENT ALLOWED BETWEEN TOWNE ROAD
AND DITCH ROAD FROM AUGUST 26, 2016 THROUGH
SEPTEMBER 12, 2016 (STA. 122+72±, LINE "FM-1" TO
E.O.P. STA. 5+21±, LINE "FM-2" / E.O.P. STA. 7+13, LINE
"FM-3", SEE SPEC. 01125).
2.CONTRACTOR SHALL COORDINATE WORK WITH CITY OF
CARMEL CONTRACTOR WORKING ON INTERSECTION
IMPROVEMENTS AT 106TH STREET AND TOWNE ROAD.
IS
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122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134
+
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PROFILE -
PLAN VIEW -
C-10
1"=50'
MAY 2016
DS
W
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--
-
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--
-
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-
-
--
-
-
--
43
8
8
STA. 122+50 TO STA. 137+50 LINE "FM-1"
STA. 122+50 TO STA. 137+50 LINE "FM-1"
MA
T
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-
1
1
NEW 24" FORCEMAIN
EXISTING
GRADE
NEW 24" FORCEMAIN
36" MIN.
460' B
EX
I
S
T
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2
1
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S
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NEW 20" FORCEMAIN
EX
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NEW 20" FORCEMAIN
EXISTING
GRADE
36"
MIN.
36" MIN.
18"
MIN.
29-13-08-004-037.000-018
WINDSOR GROVE
HOMEOWNERS ASSOC. INC.
29-13-05-000-014.000-018
RILEY FAMILY FARMS LLC
29-13-09-000-001.000-034
WILSON, CARL A. & LORI A.
10545 TOWNE ROAD
29-13-09-000-002.000-034
WADE, JOHN & DARA L. DAVIS WADE
2325 W. 106TH STREET
29-13-09-000-003.000-034
WADE, JOHN & DARA
2255 W. 106TH STREET
29-13-09-000-004.000-034
KESTNER, E. NICHOLAS
2123 W. 106TH STREET
29-13-09-012-010.000-034
WOODHALL LLC
29-13-09-012-014.000-034
WOODHALL LLC
29-13-09-012-011.000-034
WOODHALL LLC
29-13-04-308-008.000-034
WEDGEWOOD BUILDING COMPANY LLC
10645 TOWNE ROAD
29-13-04-305-019.000-034
WILSON, DONALD L. TRUSTEE
10624 TORREY PINES CIRCLE
29-13-04-304-014.000-034
HOPKINS, DAVE & SHARON
10645 TORREY PINES CIRCLE
29-13-04-304-015.000-034
FREEDMAN, JOSHUA & JANET R.
SHARP FREEDMAN
2100 W. 106TH STREET
29-13-04-304-016.000-034
FREEDMAN, JOSHUA & JANET R.
SHARP FREEDMAN
W. 106TH STREET W. 106TH STREET
TO
W
N
E
R
O
A
D
TO
W
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A
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TO
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P
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S
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C
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E
12"
MIN.
12" MIN.
18"
MIN.18" MIN.
STA. 133+80 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND
STA. 134+82 LINE "FM-1"
INSTALL 24"X20" R.J.D.I. REDUCER
AND 20" R.J.D.I. 45° BEND
END DIRECTIONAL DRILL
ST
A
.
1
2
7
+
3
2
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0
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5
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1
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45
°
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L
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N
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L
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WELL R
U
N
STA. 129+27 LINE "FM-1"
INSTALL ARV-5 AT HIGH POINT
ST
A
.
1
2
9
+
2
7
L
I
N
E
"
F
M
-
1
"
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T
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L
A
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-
5
A
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G
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P
O
I
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6'
C
W
E
L
L
R
U
N
(J
O
H
N
O
S
B
O
R
N
D
R
A
I
N
)
L
5' MIN.
C
W
E
L
L
R
U
N
L C
W
E
L
L
R
U
N
L C
W
E
L
L
R
U
N
L
5'
MIN.
462' B
EXISTING SEWER EASEMENT
125+00 FORCEMAIN 1709709.80 177809.69
127+32 11.25° BEND 1709722.96 178041.27
128.00 FORCEMAIN 1709722.98 178109.29
129+27 ARV 1709723.05 178236.34
130+00 FORCEMAIN 1709723.46 178309.29
130+20 24"X20" REDUCER 1709726.37 178499.38
132+00 FORCEMAIN 1709726.56 178509.26
133+80 45° BEND 1709729.91 178689.31
134+00 FORCEMAIN 1709744.60 178702.77
134+76 45° BEND 1709801.96 178755.36
136+00 FORCEMAIN 1709803.02 178877.53
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
122+72 24"X20" REDUCER 1709713.03 177581.97
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
EXISTING UTILITY,
DRAINAGE, AND
SANITARY EASEMENT
STA. 127+32 LINE "FM-1"
INSTALL 24"X20" R.J.D.I.
REDUCER AND 20" R.J.D.I.
11.25° BEND
END DIRECTIONAL DRILLSTA. 122+72 LINE "FM-1"
INSTALL 24"X20" R.J.D.I. REDUCER
BEGIN DIRECTIONAL DRILL
STA. 130+20 LINE "FM-1"
INSTALL 24"X20" R.J.D.I. REDUCER
BEGIN DIRECTIONAL DRILL
ST
A
.
1
2
2
+
7
2
L
I
N
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F
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-
1
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2
4
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A
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I
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L
24"
MIN.
INSTALL
GRANULAR
BACKFILL
INSTALL GRANULAR
BACKFILL
INSTALL 12 L.F. OF ASPHALT
DRIVE REPLACEMENT
(METHOD "C")
INSTALL 12 L.F. OF ASPHALT
DRIVE REPLACEMENT
(METHOD "C")
APP. PL
AP
P
.
P
L
AP
P
.
P
L
AP
P
.
P
L
AP
P
.
P
L
AP
P
.
P
L
AP
P
.
P
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P
.
P
L
AP
P
.
P
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AP
P
.
P
L
ST
A
.
1
3
0
+
2
0
L
I
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E
"
F
M
-
1
"
IN
S
T
A
L
L
2
4
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X
2
0
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R
.
J
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D
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PROPOSED SANITARY
SEWER EASEMENT
PROPOSED SANITARY
SEWER EASEMENT
NOTES:
1.REMOVE EXISTING TREES
STA. 127+20 TO STA. 130+20
STA. 133+80 TO STA. 134+10
2.NO BORE PITS OR RECEIVING PITS
ARE ALLOWED ON CARL AND LORI
WILSON'S PROPERTY AT 10545
TOWNE ROAD.
3.NO BORE PITS OR RECEIVING PITS
ARE ALLOWED ON E. NICHOLAS
KESTNER'S PROPERTY AT 2123 W.
106TH STREET.
5'
MIN.
5'
MIN.
INV. 859.27
2.09% S
L
O
P
E
2.39% S
L
O
P
E
INV. 859.27
INV. 865.46
INV. 867.68
INV. 855.59
INV. 851.02
INV. 857.33
4.6
0
%
S
L
O
P
E
2.37%
S
L
O
P
E
6.39
%
S
L
O
P
E
1.45% SLOPE
EX
I
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288' A 268' A
EX
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1
4
"
H
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F
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A
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NEW 20" FORCEMAIN
NEW 20" FORCEMAIN
NEW 24" FORCEMAIN
NEW 20" FORCEMAIN
NEW 20" FORCEMAIN NEW 24" FORCEMAIN
NOTE:
1.NO CONSTRUCTION ACTIVITY, STORED MATERIAL, OR
STORED EQUIPMENT ALLOWED BETWEEN TOWNE ROAD
AND DITCH ROAD FROM AUGUST 26, 2016 THROUGH
SEPTEMBER 12, 2016 (STA. 122+72±, LINE "FM-1" TO
E.O.P. STA. 5+21±, LINE "FM-2" / E.O.P. STA. 7+13, LINE
"FM-3", SEE SPEC. 01125).
2.CONTRACTOR SHALL COORDINATE WORK WITH CITY OF
CARMEL CONTRACTOR WORKING ON INTERSECTION
IMPROVEMENTS AT 106TH STREET AND TOWNE ROAD.
22' A
SB-11
SB-12
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PROFILE -
PLAN VIEW -
C-11
1"=50'
MAY 2016
DS
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JA
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CJ
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--
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43
8
8
STA. 137+50 TO STA. 152+50 LINE "FM-1"
STA. 137+50 TO STA. 152+50 LINE "FM-1"
MA
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NEW 20" FORCEMAIN
EXISTING
GRADE
NEW 20" FORCEMAIN
EX
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W
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NEW 20" FORCEMAIN
EXISTING
GRADE
NEW 20" FORCEMAIN
29-13-09-004-006.000-034
PRICE, R. JEFFREY & LINDA K.
10572 CHATHAM CT.
29-13-04-304-018.000-034
1800 106TH STREET PARTNERS LLC
1800 W. 106TH STREET
29-13-04-307-001.000-034
CROOKED STICK GOLF CLUB INC
29-13-04-307-002.000-034
BLITZ, MARY TURNER TRUSTEE
2050 W. 106TH STREET
29-13-04-307-003.000-034
BLOM, ERIC D. & SALLY M.
2000 W. 106TH STREET
29-13-04-000-086.000-034
CROOKED STICK GOLF CLUB INC.
29-13-04-402-001.000-034
HOVDE, F. BOYD & ALICE A.
1814 W. 106TH STREET
29-13-09-002-001.000-034
BRUNK, GLEN A. & CYNTHIA S.
10564 COPPERGATE DRIVE
29-13-09-004-005.000-034
JAY, JAMES L. & MARCIA E.
10578 CHATHAM CT.
29-13-09-004-004.000-034
SHUMWAY, GARY L. & KAREN L.
10571 CHATHAM CT.
29-13-09-003-019.000-034
WINDEMERE HOMEOWNERS ASSOC. INC
29-13-09-003-007.000-034
FINKELMEIER, WILLIAM R. & TERRI A.
10566 HYDE PARK
29-13-09-003-008.000-034
VORE, CHARLES SCOTT & PAMELA ANN
10576 HYDE PARK
29-13-09-003-009.000-034
DANIELS, WILLIAM E. & JANET C.
10565 HYDE PARK
W. 106TH STREET W. 106TH STREET
WI
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18" MIN.
6'
STA. 150+34 LINE "FM-1"
INSTALL 20" R.J.D.I. 22.5° BEND
STA. 150+92 LINE "FM-1"
INSTALL 20" R.J.D.I. 22.5° BEND
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STA. 138+22 LINE "FM-1"
INSTALL ARV-6 AT HIGH POINT
STA. 139+35 LINE "FM-1"
INSTALL 20" R.J.D.I. 11.25° BEND
STA. 140+62 LINE "FM-1"
INSTALL 20" R.J.D.I. 11.25° BEND
WELL RUN WELL RUN
139+35 11.25° BEND 1709798.80 179212.83
140+00 FORCEMAIN 1709810.27 179276.43
140+62 11.25° BEND 1709820.67 179337.61
142+00 FORCEMAIN 1709822.34 179475.55
144+00 FORCEMAIN 1709824.76 179675.53
146+00 FORCEMAIN 1709826.46 179875.52
148+00 FORCEMAIN 1709826.38 180075.52
148+41 24"X20" REDUCER 1709826.36 180116.59
150+00 FORCEMAIN 1709826.30 180275.52
150+34 22.5° BEND 1709826.29 180307.71
150+46 ARV 1709820.96 180318.39
150+62 22.5° BEND 1709811.83 180335.90
150+92 22.5° BEND 1709801.42 180361.75
152+00 FORCEMAIN 1709801.27 180470.07
152+47 24"X20" REDUCER 1709801.20 180517.75
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
138+00 FORCEMAIN 1709798.59 179073.71
138+22 ARV 1709798.63 179099.40
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
144+41 24"X20" REDUCER 1709825.27 179716.88
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
150+34 22.5° BEND 1709826.29 180305.84
EXISTING SEWER AND
UTILITY EASEMENT
STA. 144+41 LINE "FM-1"
INSTALL 24"X20" R.J.D.I. REDUCER
BEGIN DIRECTIONAL DRILL
STA. 148+41 LINE "FM-1"
INSTALL 24"X20" R.J.D.I. REDUCER
END DIRECTIONAL DRILL STA. 150+46 LINE "FM-1"
INSTALL ARV-7 AT HIGH POINT
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5' MIN.
EXISTING SEWER AND
UTILITY EASEMENT
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INSTALL 86 L.F. OF ASPHALT PATH
REPLACEMENT (METHOD "F")INSTALL 182 L.F. OF ASPHALT
PATH REPLACEMENT
(METHOD "F")
INSTALL
GRANULAR
BACKFILL
INSTALL
GRANULAR
BACKFILL ST
A
.
1
5
2
+
4
7
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STA. 152+47 LINE "FM-1"
INSTALL 24"X20" R.J.D.I.
REDUCER
BEGIN DIRECTIONAL DRILL
3' B
INV. 862.33
2.32%
S
L
O
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INV. 842.02
INV. 842.02
INV. 853.004.02%
S
L
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1.87% SL
O
P
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691' A 406' A
NOTES:
1.REMOVE EXISTING TREES
STA. 140+40 TO STA. 144+41
STA. 148+41 TO STA. 150+85
EX
I
S
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1
2
"
W
A
T
E
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M
A
I
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INV. 853.00
18" MIN.
12" MIN.
NEW 24" FORCEMAIN
NEW 24" FORCEMAIN
NOTE:
1.NO CONSTRUCTION ACTIVITY, STORED
MATERIAL, OR STORED EQUIPMENT
ALLOWED BETWEEN TOWNE ROAD AND
DITCH ROAD FROM AUGUST 26, 2016
THROUGH SEPTEMBER 12, 2016 (STA.
122+72±, LINE "FM-1" TO E.O.P. STA. 5+21±,
LINE "FM-2" / E.O.P. STA. 7+13, LINE "FM-3",
SEE SPEC. 01125).
0.04% SLOPE
IS
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FM FM FM FM FM FM FM FM FM FM FM FM FM FMGGGGGGGGGGGGGGGGGGG
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W W W W W W W W W W W W W W W W W W W W W W W W W W
T
T T T T T T T T T T T T
T T T
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FM FM FM FM FM FM FM FM FM FM FM FM FM FM
152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00
161+00 162+00 163+00 164+00 165+00 166+00 167+00
TWWWWWWWWWWW W W W W W W W W W W W W W W W
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PROFILE -
PLAN VIEW -
C-12
1"=50'
MAY 2016
DS
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--
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43
8
8
STA. 152+50 TO STA. 167+50 LINE "FM-1"
STA. 152+50 TO STA. 167+50 LINE "FM-1"
MA
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NEW 20" FORCEMAIN
EXISTING
GRADE
NEW 20" FORCEMAIN
EX
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1
2
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18" MIN.
NEW 20" FORCEMAIN
EX
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12" MIN.
18"
MIN.
NEW 20" FORCEMAIN
EXISTING
GRADE
29-13-09-002-001.000-034
BRUNK, GLAN A. & CYNTHIA S.
10564 COPPERGATE DRIVE
29-13-04-402-001.000-034
HOVDE, F. BOYD & ALICE A.
1814 W. 106TH STREET
29-13-09-002-002.000-034
STICKNEY, JASON M.
10566 COPPERGATE DRIVE
29-13-09-002-033.000-034
COPPERGATE PROPERTY
OWNERS ASSOC. INC.
29-13-09-002-003.000-034
HAN, SANFORD A. & JANICE L.
10598 COPPERGATE DRIVE
29-13-09-002-004.000-034
ROWLETT, MARILYN M.
10596 COPPERGATE DRIVE
29-13-09-002-005.000-034
IVERSON, NANCY MEEK
10592 COPPERGATE DRIVE
29-13-09-002-006.000-034
GREENBERG, JEFFREY A. & NANCY B.
10588 COPPERGATE DRIVE
29-13-04-402-002.000-034
DUNBAR, DONALD R. &
KATHLEEN A.
1700 W. 106TH STREET
29-13-04-402-005.000-034
MERRITT, FRED J.
1650 W. 106TH STREET
29-13-04-000-086.000-034
CROOKED STICK GOLF CLUB INC.
29-13-04-401-013.000-034
SEXTON DEVELOPMENT LLC
29-13-04-000-085.000-034
SEXTON DEVELOPMENT LLC
1506 W. 106TH STREET
W. 106TH STREET
W. 106TH STREET
CO
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18"
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STA. 164+50 LINE "FM-1"
INSTALL 24"X20" R.J.D.I. REDUCER
END DIRECTIONAL DRILL
97' B
ST
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STA. 160.95 LINE "FM-1"
INSTALL (2) 20" R.J.D.I.
45° BENDS (ROLLED)
STA. 160+72 LINE "FM-1"
INSTALL 20" R.J.D.I. 45°
BEND (ROLLED)
EXISTING EXCLUSIVE
WATER EASEMENT
EXISTING SANITARY
SEWER EASEMENT
EXISTING SEWER EASEMENTEXISTING PLATTED
DRAINAGE AND
UTILITY EASEMENT
EXISTING SANITARY
SEWER EASEMENT
SPRING MILL RUN
153+47 24"X20" REDUCER 1709802.24 180617.01
154+00 FORCEMAIN 1709803.18 180670.06
156+00 FORCEMAIN 1709806.64 180870.03
158+00 FORCEMAIN 1709809.68 181070.00
160+00 FORCEMAIN 1709809.87 181269.98
160+72 45° BEND 1709810.86 181341.65
160+98 45° BEND 1709831.53 181352.14
161+41 22.5° BEND 1709840.83 181396.52
162+00 FORCEMAIN 1709839.01 181455.07
164+00 FORCEMAIN 1709836.30 181655.00
164+50 24"X20" REDUCER 1709837.14 181707.95
166+00 FORCEMAIN 1709839.47 181854.97
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
L
STA. 153+47 LINE "FM-1"
INSTALL 24"X20" R.J.D.I. REDUCER
END DIRECTIONAL DRILL
INSTALL 15 L.F. OF
CONCRETE DRIVE
REPLACEMENT (METHOD "C")
INSTALL 28 L.F. OF CONCRETE
DRIVE REPLACEMENT (METHOD "C")
INSTALL 21 L.F. ASPHALT
DRIVEWAY REPLACEMENT
(METHOD "C")
INSTALL 26 L.F. ASPHALT
DRIVEWAY REPLACEMENT
(METHOD "C")
ST
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.
1
5
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INSTALL GRANULAR
BACKFILL INSTALL
GRANULAR
BACKFILL
ST
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INSTALL 59 L.F. OF ASPHALT
PATH REPLACEMENT
(METHOD "F")
INSTALL 33 L.F. OF ASPHALT PATH
REPLACEMENT (METHOD "F")
INSTALL 225 L.F. OF ASPHALT
PATH REPLACEMENT
(METHOD "F")
INSTALL 152 L.F. OF ASPHALT
PATH REPLACEMENT
(METHOD "F")
INSTALL 166 L.F. OF ASPHALT
PATH REPLACEMENT
(METHOD "F")
PROPOSED SANITARY
SEWER EASEMENT
PROPOSED SANITARY
SEWER EASEMENT
E.
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.
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INV. 848.84
0.54% SLOPE
3.20%
S
L
O
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INV. 825.30
2
1
.
8
9
%
S
L
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INV. 838.82
INV. 825.47
5'
MIN.
794' A 309' B 300' A
NOTES:
1.REMOVE EXISTING TREES
STA. 161+00 TO STA. 161+90
STA. 164+00 TO STA. 167+50
INV. 852.90
0.08% SLOPE
ST
A
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1
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1
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STA. 161+40 LINE "FM-1" INSTALL
20" R.J.D.I. 22.5° BEND AND
24"X20" R.J.D.I. REDUCER
BEGIN DIRECTIONAL DRILL
INV. 834.47
1
1
.
1
%
S
L
O
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0.30% SLOPE
12" MIN.
4.5'
NEW 24" FORCEMAIN
NEW 24" FORCEMAIN
NEW 24" FORCEMAIN
NOTES:
1.NO CONSTRUCTION ACTIVITY, STORED MATERIAL, OR STORED EQUIPMENT
ALLOWED BETWEEN TOWNE ROAD AND DITCH ROAD FROM AUGUST 26, 2016
THROUGH SEPTEMBER 12, 2016 (STA. 122+72±, LINE "FM-1" TO E.O.P. STA. 5+21±,
LINE "FM-2" / E.O.P. STA. 7+13, LINE "FM-3", SEE SPEC. 01125).
2.ALL TURF DISTURBED AS PART OF THIS PROJECT ON CROOKED STICK GOLF CLUB,
INC. PROPERTY / WITHIN PROPOSED SANITARY SEWER EASEMENT SHALL BE
RESTORED TO EQUAL TO OR BETTER THAN CONDITIONS PRIOR TO AUGUST 26,
2016 (STA. 160+50±, LINE "FM-1" TO STA. 164+00, LINE "FM-1", SEE SPEC. 01125).
3.ALL WORK ON PROPOSED SANITARY SEWER EASEMENTS EAST OF CROOKED STICK
LANE SHALL ONLY BEGIN AFTER APRIL 3, 2017, OR THE DATE OWNER ACQUIRES
THE PROPOSED EASEMENT, WHICHEVER OCCURS FIRST (STA. 164+00±, LINE "FM-1"
TO E.O.P. STA. 5+21, LINE "FM-2" / E.O.P. STA. 7+13, LINE "FM-3", SEE SPEC. 01125).
SB-14
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NEW 20" FORCEMAIN
EXISTING
GRADE
NEW 20" FORCEMAIN
29-13-09-002-007.000-034
KLAPPER, STEPHEN R. & ELIZABETH B.
10584 COPPERGATE DRIVE
29-13-04-000-085.000-034
SEXTON DEVELOPMENT LLC
1506 W. 106TH STREET
29-13-04-000-085.000-034
SEXTON DEVELOPMENT LLC
1506 W. 106TH STREET
29-13-03-001-005.000-034
RITCHIE, ELEN S.
1376 W. 106TH STREET
29-13-09-008-002.000-034
BALABAN, ALEX & LUBA
1525 W. 106TH STREET
29-13-09-000-010.002-034
LATONA, JOHN & DORIS LEE
10570 DITCH ROAD
29-13-09-000-010.002-034
VLADIMIROV, MIKHAIL V. & TATIANA PALI
10590 DITCH ROAD
29-13-10-002-005.000-034
LAUREL RIDGE LLC
10540 LAUREL RIDGE LANE
W. 106TH STREET W. 106TH STREET
DI
T
C
H
R
O
A
D
DI
T
C
H
R
O
A
D
6'
E.O.P. STA. 173+39 LINE "FM-1"
INSTALL 20" R.J.D.I. 45° BEND (SEE
DETAILS, SHEET C-16)
ST
A
.
1
6
9
+
7
7
L
I
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F
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-
1
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IN
S
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A
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A
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8
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P
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EXISTING UNRECORDED
EASEMENT "MEEK"
EXISTING PLATTED
DRAINAGE AND
UTILITY EASEMENT
EXISTING PLATTED DRAINAGE
AND UTILITY EASEMENT
STA. 169+77 LINE "FM-1"
INSTALL ARV-8 AT HIGH POINT
EXISTING 20' SEWER AND
UTILITY EASEMENT
PROPOSED SANITARY
SEWER EASEMENT
168+00 FORCEMAIN 1709842.64 182054.95
169+77 ARV 1709845.45 182232.70
170+00 FORCEMAIN 1709845.80 182254.92
172+00 FORCEMAIN 1709848.97 182454.90
173+19 45° BEND 1709850.57 182573.56
173+39 45° BEND (E.O.P.)1709864.42 182588.00
FORCEMAIN LOCATION TABLE - LINE "FM-1"
STATION FEATURE NORTHING EASTING
PROPOSED VALVE VAULT
(SEE DETAILS, SHEET C-15)
INSTALL GRANULAR
BACKFILL
AP
P
.
P
L
AP
P
.
P
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A
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.
P
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APP
.
P
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PROPOSED SANITARY
SEWER EASEMENT
PROPOSED SANITARY
SEWER EASEMENT
PROPOSED
VALVE VAULT
(SEE DETAILS,
SHEET C-16)
PROPOSED
ACCESS DRIVE
(SEE DETAILS,
SHEET C-16)
A
P
P
.
P
L
1.61% SL
O
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E
3.57%
S
L
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INV. 848.07
INV. 842.13
589' A
NOTES:
1.REMOVE EXISTING TREES
STA. 167+50 TO STA. 173+00
STA. 173+19 LINE "FM-1"
INSTALL 45° R.J.D.I. BEND
ST
A
.
1
7
3
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EXISTING
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0+00 B.O.P.1709864.43 182618.30
0+02 45° BEND 1709864.42 182619.93
0+22 45° BEND 1709849.88 182634.47
2+00 FORCEMAIN 1709849.88 182634.47
3+30 45° BEND 1709853.70 182812.23
3+55 45° BEND 1709874.64 182959.46
4+00 FORCEMAIN 1709874.15 183004.87
4+82 45° BEND 1709873.84 183086.70
5+21 45° BEND (E.O.P.)1709847.68 183114.79
FORCEMAIN LOCATION TABLE - LINE "FM-2"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-2"
STATION FEATURE NORTHING EASTING
INV. 842.50
INV. 838.82 INV. 838.03
1.06% SLOPE
0.46% SLOPE
STA. 0+02 LINE "FM-2"
INSTALL 12" R.J.D.I. 45° BEND
STA. 0+22 LINE "FM-2"
INSTALL 12" R.J.D.I. 45° BEND
B.O.P. STA. 0+00 LINE "FM-2"
CONNECT TO 12" PLUG VALVE
(SEE DETAILS, SHEET C-16)
STA. 3+30 LINE "FM-2"
INSTALL 12" R.J.D.I. 45° BEND
STA. 3+55 LINE "FM-2"
INSTALL 12" R.J.D.I. 45° BEND
AND 14"X12" R.J.D.I. REDUCER
BEGIN DIRECTIONAL DRILL STA. 4+82 LINE "FM-2"
INSTALL 14"X12" R.J.D.I. REDUCER
AND 12" R.J.D.I. 45° BEND
END DIRECTIONAL DRILL
E.O.P. STA. 5+21 LINE "FM-2"
INSTALL 12" R.J.D.I. 45° BEND
AND 12" R.J.D.I. PLUG
NEW 12" FORCEMAIN
PLAN VIEW - B.O.P. STA. 0+00 TO E.O.P. STA. 5+21 LINE "FM-2"
PROFILE - B.O.P. STA. 0+00 TO E.O.P. STA. 5+21 LINE "FM-2"
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PLAN VIEW - STA. 167+50 TO E.O.P. STA. 173+39 LINE "FM-1"
PROFILE - STA. 167+50 TO E.O.P. STA. 173+39 LINE "FM-1"
18" MIN 18" MIN
ST
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PROPOSED
VALVE VAULT
(SEE DETAILS,
SHEET C-16)
LINE "FM-3"
(SEE SHEET
C-14)
355' D 127' E 39' D
LINE "FM-3"
(SEE SHEET C-14)
NEW 14" FORCEMAIN
NEW 12"
FORCEMAIN
NEW 14" FORCEMAIN
NOTES:
1.NO CONSTRUCTION ACTIVITY, STORED MATERIAL, OR
STORED EQUIPMENT ALLOWED BETWEEN TOWNE
ROAD AND DITCH ROAD FROM AUGUST 26, 2016
THROUGH SEPTEMBER 12, 2016 (STA. 122+72±, LINE
"FM-1" TO E.O.P. STA. 5+21±, LINE "FM-2" / E.O.P. STA.
7+13, LINE "FM-3", SEE SPEC. 01125).
2.ALL WORK ON PROPOSED SANITARY SEWER
EASEMENTS EAST OF CROOKED STICK LANE SHALL
ONLY BEGIN AFTER APRIL 3, 2017, OR THE DATE
OWNER ACQUIRES THE PROPOSED EASEMENT,
WHICHEVER OCCURS FIRST (STA. 164+00±, LINE
"FM-1" TO E.O.P. STA. 5+21, LINE "FM-2" / E.O.P. STA.
7+13, LINE "FM-3", SEE SPEC.01125).
PROPOSED SANITARY
SEWER EASEMENT
TEMPORARY
SANITARY SEWER
EASEMENT
SB-15 SB-16
IS
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FM FM FM FM
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DATE:
SCALE:
SHEET NO.
DE
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PROFILE -
PLAN VIEW -
C-14
1"=30'
MAY 2016
DS
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43
8
8
STA. 0+00 TO E.O.P. STA. 7+12 LINE "FM-3"
STA. 0+00 TO E.O.P. STA. 7+12 LINE "FM-3"
NEW 12" FORCEMAIN
29-13-04-000-085.000-034
SEXTON DEVELOPMENT LLC
1506 W. 106TH STREET
29-13-03-001-005.000-034
RITCHIE, ELEN S.
1376 W. 106TH STREET
29-13-09-000-010.002-034
VLADIMIROV, MIKHAIL V. & TATIANA PALI
10590 DITCH ROAD
29-13-10-002-005.000-034
LAUREL RIDGE LLC
10540 LAUREL RIDGE LANE
W. 106TH STREET
DI
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DI
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E.O.P. STA. 7+12 LINE "FM-3"
INSTALL 14"X12" R.J.D.I.
REDUCER AND 12" R.J.D.I. 45°
BEND AND 12" R.J.D.I. PLUG.
END DIRECTIONAL DRILL
EXISTING 20' SEWER AND
UTILITY EASEMENT
PROPOSED SANITARY
SEWER EASEMENT
0+00 45° BEND (B.O.P.)1709842.64 182054.95
0+04 45° BEND 1709844.88 182604.36
2+00 FORCEMAIN 1709848.97 182454.90
3+30 14"X12" REDUCER 1709851.07 182927.85
4+00 FORCEMAIN 1709850.98 182654.88
4+92 45° BEND 1709851.26 182854.88
5+12 45° BEND 1709851.07 182927.85
6+00 FORCEMAIN 1709858.26 183127.65
7+13 45° BEND (E.O.P.)1709649.78 183055.72
FORCEMAIN LOCATION TABLE - LINE "FM-3"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-3"
STATION FEATURE NORTHING EASTING
FORCEMAIN LOCATION TABLE - LINE "FM-3"
STATION FEATURE NORTHING EASTING
B.O.P. STA. 0+00 LINE "FM-3"
INSTALL 12" 45° R.J.D.I. BEND
(ROLLED) (SEE DETAILS,
SHEET C-16)A
P
P
.
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A
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P
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PROPOSED SANITARY
SEWER EASEMENT
STA. 4+92 LINE "FM-3"
INSTALL 14"X12" R.J.D.I. REDUCER
AND 12" R.J.D.I. 45° BEND.
END DIRECTIONAL DRILL
A
P
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NOTE:
1.REMOVE EXISTING TREES
STA. 167+50 TO STA. 173+00
EXISTING
GRADE EX
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1.02% SLOPE
330' D
1.37% SLOPE
INV. 842.50
INV. 837.29
INV. 841.03
(3
)
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STA. 0+04 LINE "FM-3"
INSTALL 12" R.J.D.I. 45° BEND
(ROLLED)
STA. 5+12 LINE "FM-3"
INSTALL 12" R.J.D.I. 45° BEND
AND 12" R.J.D.I. 11.25° BEND
AND 14"X12" R.J.D.I. REDUCER
BEGIN DIRECTIONAL DRILL
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STA. 3+30 LINE "FM-3"
INSTALL 14"X12" R.J.D.I.
REDUCER
BEGIN DIRECTIONAL DRILL
LINE "FM-2" (SEE
SHEET, C-13)
PR
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18" MIN 18" MIN
18" MIN
18" MIN 18" MIN 18" MIN
18" MIN
18" MIN
162' E 200' E
PROPOSED VALVE
VAULT (SEE DETAILS,
SHEET C-16)
12" MIN
12" MIN
20' D
PROPOSED SANITARY
SEWER EASEMENT
TEMPORARY SANITARY
SEWER EASEMENT.
EXISTING DRAINAGE
AND UTILITY EASEMENT
EXISTING WALL
(DO NOT DISTURB)
NEW 14" FORCEMAIN
NEW 12" FORCEMAIN
NEW 14" FORCEMAIN
NEW 14" FORCEMAIN
NEW 14" FORCEMAIN
INV. 841.75
NOTES:
1.NO CONSTRUCTION ACTIVITY, STORED MATERIAL, OR
STORED EQUIPMENT ALLOWED BETWEEN TOWNE
ROAD AND DITCH ROAD FROM AUGUST 26, 2016
THROUGH SEPTEMBER 12, 2016 (STA. 122+72±, LINE
"FM-1" TO E.O.P. STA. 5+21±, LINE "FM-2" / E.O.P. STA.
7+13, LINE "FM-3", SEE SPEC. 01125).
2.ALL WORK ON PROPOSED SANITARY SEWER
EASEMENTS EAST OF CROOKED STICK LANE SHALL
ONLY BEGIN AFTER APRIL 3, 2017, OR THE DATE
OWNER ACQUIRES THE PROPOSED EASEMENT,
WHICHEVER OCCURS FIRST (STA. 164+00±, LINE
"FM-1" TO E.O.P. STA. 5+21, LINE "FM-2" / E.O.P. STA.
7+13, LINE "FM-3", SEE SPEC. 01125).
SB-16
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FM FM
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DATE:
SCALE:
SHEET NO.
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43
8
8
CL
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MAY 2016
MI
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NOTED
C-15
SITE PLAN NOTES:
1.LIFT STATION #11 FORCEMAIN: INSTALL 8" R.J.D.I. SOLID SLEEVE, (2) 8" R.J.D.I.
45° BENDS, 8" R.J.D.I. PIPE, 8" M.J. PLUG VALVE, AND CONNECT TO EXISTING 8"
FORCEMAIN. REMOVE EXISTING 8" FORCEMAIN AS REQUIRED TO COMPLETE
NEW WORK. SEE DETAIL 1 THIS SHEET.
2.LIFT STATION #10 FORCEMAIN: INSTALL (2) 14" R.J.D.I. SOLID SLEEVES, 14"
R.J.D.I. PIPE, 14" M.J. PLUG VALVE, 14"X14"X8" R.J.D.I. TEE, AND CONNECT TO
EXISTING 14" FORCEMAIN. REMOVE EXISTING 8" FORCEMAIN AS REQUIRED TO
COMPLETE NEW WORK. SEE DETAIL 1 THIS SHEET.
3.ALL EXCAVATED MATERIALS NOT SUITABLE FOR USE AS BACKFILL BY
ENGINEER OR OWNER SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE
WITH STATE/FEDERAL REGULATIONS.
4.ALL DISTURBED AREAS SHALL BE FINE GRADED AND SEEDED PER SPEC.
02920.
5. TEMPORARILY REMOVE AND REINSTALL FENCE AS REQUIRED TO COMPLETE
WORK. FENCE SHALL BE PUT BACK UP AT THE END OF EACH WORK DAY.
6.CONTRACTOR SHALL COMPLETE LS #10 & #11 YARD PIPING INSTALLATION
CONCURRENTLY, DURING PERIODS OF DRY WEATHER FLOW (NO
MEASURABLE PRECIPITATION 48 HOURS PRIOR TO STARTING WORK AND NO
WET-WEATHER FORECASTED), AND BETWEEN THE HOURS OF 12 A.M. AND 6
A.M. ON WEEKDAYS. COORDINATE LIFT STATION SHUT-DOWNS WITH OWNER A
MINIMUM OF 72 HOURS IN ADVANCE OF STARTING WORK. CONTRACTOR
SHALL HAVE VACTOR TRUCK(S) ON-SITE IMMEDIATELY AVAILABLE AT EACH
LIFT STATION SITE IN EVENT OF HIGH WETWELL LEVELS TO AVOID
BACK-UP/SURCHARGE CONDITIONS TO PUBLIC/PRIVATE PROPERTY. (SEE
SPEC. 01125).
7.LIFT STATION #10 - ADF= 490 GPM, PDF = 600 GPM, NIGHT FLOW ≤300 GPM,
WETWELL STORAGE = 50,000 GAL.
8.LIFT STATION #11 - ADF = 90 GPM, PDF = 175 GPM, NIGHT FLOW ≤
75 GPM, WETWELL STORAGE = 7,000 GAL.
EXISTING
PRE-TREATMENT
BUILDING
SCALE = 1"=20'
MICHIGAN ROAD WWTP
PARTIAL SITE PLAN
NOT TO SCALE
PHOTO 1
(LOOKING EAST)
MA
Y
F
L
O
W
E
R
P
A
R
K
D
R
I
V
E
PHOTO 1 NOTES:
1. REMOVE RAILING TO LIMITS SHOWN AND INSTALL
MATING END CAPS AT POSTS.
2. INSTALL 2 ROWS S.S. SAFETY CHAIN W/ SNAP HOOKS &
EYEBOLTS FROM POST TO POST.
3. MAINTAIN ACCESS TO STAIR/PLATFORM (COORDINATE
LOCATION OF 20" FORCEMAIN ABOVE GRADE WITH OWNER)
SEE PHOTO 1
NOTES
KEYNOTES
SCALE: 1/4"=1'-0"0 4'8'2'3 SECTION
1.20" FORCEMAIN (RESTRAINED JOINTS PER TABLE LIMITS)
2.20" M.J. PLUG VALVE (RESTRAINED JOINT)
3.20" D.I. PIPE (RESTRAINED JOINT)
4.20" M.J. D.I. 90° BEND (RESTRAINED JOINT)
5.20" D.I. PIPE; M.J. X FLG.
6.20" FLG. D.I. 90° BEND
7.20" FLG. D.I. PIPE
8.S.S. SAFETY CHAINS (SEE PHOTO 1)
9.20" D.I. PIPE SPOOL; FLG. X P.E.
10.CONCRETE THRUST BLOCKING (SEE DETAIL SHT.)
11.PIPE INSULATION & OUTER WRAP PER SPECS.; EXTEND DOWN TO 3 FT.
BELOW GRADE. REFER TO ELECTRICAL DRAWINGS FOR HEAT TRACING.
12.S.S. PIPE SUPPORT (10 FT. MAX. SPACING)
13.1" SCH.80 PVC SAMPLE LINE (SEE PHOTO 2); EXPOSED EXTERIOR
PIPING SHALL HAVE PIPE INSULATION AND OUTER WRAP PER SPECS.
REFER TO ELECTRICAL DRAWINGS FOR HEAT TRACING.
14.1" SCH. 80 PVC "TRUE-UNION" BALL VALVE AND 90° BEND TO MOP SINK
15.1" S.S. CORP. STOP (PIPE INSULATION AND OUTER WRAP PER SPECS)
16.CORE DRILL, LINK SEAL & N/S GROUT BOTH SIDES FLUSH (EAST WALL)
6
4
C-14
SCALE: 1/4"=1'-0"0 4'8'2'4 SECTION
8
9
676
9
5
4312
3
C-14 6
7
6
NOT TO SCALE1DETAIL
10'-0"OUTSIDE FACE OF EXIST. BUILDINGB.O.P. STA. 0+00
LINE "FM-1"
10
C PIPE
EL. = 884.67
L
B/PIPE EL. = 905.00
(1 FT. BELOW GRATING)
TO PRE-TREATMENT
BUILDING
FROM LS #11
FROM LS #10
NEW 8" PLUG
VALVE
SCALE: 1/4"=1'-0"0 4'8'2'2 INFLUENT WELL IMPR. PLAN
20" FORCEMAIN
(LINE "FM-1")
EXISTING FENCE
(TEMP. REMOVE
AND REINSTALL AS
REQUIRED TO
COMPLETE WORK)
EXISTING FENCE
(REMOVE AND
REINSTALL AS
REQUIRED TO
COMPLETE WORK)
2
C-14
1
C-14
11
11
2'-0"
2'-0"2'-6"±
12" CLR.
C/PIPE
EL. = 908.00
L
12
12
2'-0"
EXISTING 8" FORCEMAIN
(REMOVE AS REQUIRED
TO COMPLETE WORK)
EXISTING 14" FORCEMAIN
(REMOVE AS REQUIRED TO
COMPLETE WORK)
EXISTING 14" FORCEMAIN
(REMOVE AND REINSTALL AS
REQUIRED TO COMPLETE WORK)
NEW 14" R.J.D.I.
SOLID SLEEVE
NEW 8" R.J.D.I.
SOLID SLEEVE
NOT TO SCALE
PHOTO 2
SAMPLE ROOM
14
16
12
1615 13
14 13
PHOTO 2 NOTES:
1. RUN 1" SAMPLING LINE ALONG WALL IN NON-OBSTRUCTIVE MANNER
TO MOP SINK IN SIMILAR ARRANGEMENT AS EXISTING SAMPLING
LINES. PROVIDE S.S. WALL BRACKETS TO SECURE PIPING.
CONTRACTOR SHALL CLOSE VALVE FOR LIFT
STATION #10 & #11 FORCEMAIN PRIOR TO
YARD PIPING WORK ACTIVITIES ON EACH
RESPECTIVE FORCEMAIN (SEE DETAIL 1)
C/PIPE
EL. = 908.00
B/PIPE EL. = 905.00
(1 FT. BELOW GRATING)
CORE HOLE THROUGH EXISTING
FRP SOLID GRATING AND INSTALL
S.S. FLASHING FLG. TO MATCH
ODOR DUCT ENTRY. LOCATION
OF 20" FORCEMAIN SHALL BE
COORDINATED WITH OWNER TO
MAINTAIN ACCESS TO
STAIR/PLATFORM (SEE PHOTO 1)
PH
O
T
O
M
A
T
C
H
L
I
N
E
11
EXIST. MAX
WSE = 903.94
SB #1
NEW 14"
PLUG VALVE
NEW 8" R.J.D.I.
45° BEND
NEW 14"X14"X8"
R.J.D.I. TEE
NEW 14" R.J.D.I.
SOLID SLEEVE
9
0
0
899
898897896895894
8
9
9
8
9
8
CORE HOLE THROUGH EXISTING
FRP SOLID GRATING AND INSTALL
S.S. FLASHING FLG. TO MATCH
ODOR DUCT ENTRY. LOCATION
OF 20" FORCEMAIN SHALL BE
COORDINATED WITH OWNER TO
MAINTAIN ACCESS TO
STAIR/PLATFORM (SEE PHOTO 1)
NOTE:
1.CONTRACTOR SHALL COORDINATE WORK WITH CTRWD
ODOR CONTROL CONTRACTOR WORKING AT MRWWTP SITE.
IS
S
U
E
D
F
O
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C
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S
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8
5
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85
5
W W W W W W W
T T
T T T T
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W W
W W W
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8
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DATE:
SCALE:
SHEET NO.
DE
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:
DR
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:
RE
V
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W
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:
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NO
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14'-0"
10'-0"
2'-0"
4'-2"
5'-4"
5'-0"5'-0"
SCALE: 3/8"=1'-0"0 4'6'2'
VALVE VAULT UPPER PLAN
SCALE: 3/8"=1'-0"0 4'6'2'
VALVE VAULT LOWER PLAN
NOTES:
1.VENT SHALL BE COMPRISED OF (1) 8" FLG. D.I. RETURN
BEND ATTACHED TO 8" D.I. WALL PIPE W/COLLAR.
BOTTOM OF RETURN BEND SHALL EXTEND 18" ABOVE
TOP OF SLAB. OPEN END OF RETURN BEND SHALL
RECEIVE 1/4" BRONZE SCREEN ATTACHED BY 1/2" FLG.
FILLER.
2.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
VALVE PLACEMENT WITH RESPECT TO HATCH OPENING
ABOVE TO ENSURE THE HATCH IS INSTALLED
CORRECTLY FOR THE EASY REMOVAL OF VALVES.
3.REFER TO SPEC. SECTION 03405 FOR PRECAST
CONCRETE DESIGN REQUIREMENTS.
4.INSTALL NEW CONCRETE ACCESS DRIVE TO LIMITS
SHOWN. SURFACE WATER SHALL NOT POND ON DRIVE.
SEE DETAIL, SHEET C-17.
1.20" FLG. PLUG VALVE (ELECTRIC MOTOR OPERATED)
2.20" FLG. COUPLING ADAPTER
3.20" D.I. PIPE
4.PIPE TO VAULT RESILIENT CONNECTOR (TYP.)
5.PRECAST CONCRETE CURB WITH ACCESS HATCH AS
NOTED HERE IN
6.20" PVC PIPE
7.6'-0"X4'-0" ALUM. ACCESS HATCH W/ SAFETY NETTING
(HS-20 AASHTO RATED, ROUTE CHANNEL FRAME DRAIN
LINE TO SUMP) - SEE KEYNOTE 32 FOR ADDITIONAL
INFORMATION
8.3'-0"X3'-0" ALUM. ACCESS HATCH W/ SAFETY NETTING
(HS-20 AASHTO RATED, ROUTE CHANNEL FRAME DRAIN
LINE TO SUMP)
9.12"X12" FLG. D.I. TEE
10.12" FLG. PLUG VALVE (ELECTRIC MOTOR OPERATED)
11.12" FLG. COUPLING ADAPTER
12.12" D.I. PIPE
13.12" FLG. PLUG VALVE (MANUAL)
14.12" M.J. D.I. 45° BEND
15.12" PVC PIPE
16.SLOPED N/S GROUT FILL (6" @ H.P.; 1" @ L.P.)
17.1'-6" SQ. X 30" DEEP SUMP W/SUMP PUMP; INSTALL 1 1/2"Ø
SCH. 80 PVC PIPE W/ PVC CHECK VALVE AND PVC BALL
VALVE ON VERTICAL DISCHARGE PIPE INSIDE VAULT
18.20" D.I. PIPE; FLG. X P.E.
19.20"X20" M.J. D.I. TEE
20.12"X20" M.J. D.I. CONCENTRIC REDUCER
21.12" M.J. PLUG VALVE
22.D.I. FOSTER ADAPTOR
23.20" M.J.D.I. 45° BEND
24.20"X12" M.J. D.I. CROSS
25.ALUM. ACCESS LADDER W/ SAFETY-UP POST
26.VENT ASSEMBLY (SEE NOTE 1)
27.14"X12" M.J. D.I. REDUCER
28.12" D.I. PIPE; FLG. X P.E.
29.CONCRETE PIPE SUPPORT (SEE DETAIL, SHEET C-17)
30.1 1/2"Ø SCH. 80 PVC PIPE (SUMP PUMP DISCHARGE) TO
FRENCH DRAIN; SEE KEYNOTE 17 FOR ADDITIONAL
INFORMATION
31.1 1/2"Ø SCH. 80 PVC PIPE (ACCESS HATCH DRAIN,
ROUTE IN UN-OBSTRUCTURING MANNER TO SUMP)
32.EXTERIOR WATERPROOFING MEMBRANE; CONSEAL
CS-1800, OR APPROVED EQUAL.
KEYNOTES
123
4
18
9 10
11 12
12 11
28
13
9
14
15
14
15
13
2817
19 3 20 12 21
22 12
14
15
3
24
22
22
14
15
25
7
8
26
1'-0"
1'-0"
13 29
29
SLO
P
E
12"FM
FROM
LS#2
FROM
LS#2
FROM
LS#2
1
2
"
F
M
1
2
"
F
M
20"FM
12"FM
12"
F
M
FROM
LS#8
TO MICHIGAN
ROAD WWTP
TO MICHIGAN
ROAD WWTP
12"FM
12"FM
20"FM
PRECAST
CONCRETE
VAULT PER ASTM
C858 (HS-20
AASHTO RATED)
2'-6"
2'-0"
14'-0"
10'-0"
16
PROPOSED SANITARY
SEWER EASEMENT
W. 106TH STREET
ACCESS DRIVE LOCATION COORDINATES
MARK NORTHING EASTING DESCRIPTION
A 1709868.08 182594.71 NW CORNER VAULT
B 1709869.58 182570.21 CORNER DRIVE
C 1709869.56 182594.22 CORNER DRIVE
D 1709806.26 182594.17 CORNER DRIVE
E 1709802.36 182599.17 CORNER DRIVE
F 1709801.36 182599.17 CORNER DRIVE
G 1709801.48 182565.15 CORNER DRIVE
H 1709802.48 182565.15 CORNER DRIVE
I 1709806.28 182570.17 CORNER DRIVE
J 1709851.75 182607.04 SE CORNER VAULT
VALVE VAULT
(SEE PLANS
AND SECTION,
THIS SHEET)
2678
T/SLAB EL.850.00
T/SLAB & B/DRAIN
EL. 841.00
EL. 843.00
12"/20" F.M.
11013
17
25
29 29
9
11
28
4
28
12 18
161616
FIN. GRADE EL. 851.00
SEE DETAIL 2,
THIS SHEETSEE DETAIL 2,
THIS SHEET
NEW 20" FORCEMAIN
(LINE "FM-1")
NEW 12" FORCEMAIN
(LINE "FM-2", SEE
SHEET C-13)
NOTE: SEE VALVE VAULT SITE
PLAN THIS SHEET, FOR CONT.
SCALE: 3/8"=1'-0"0 4'6'2'1
VALVE VAULT
SECTION
E.O.P. STA. 173+39
LINE "FM-1" (SEE
SHEET C-13)
SCALE: 1"=20'-0"0 20'40'
VALVE VAULT
SITE PLAN
B
851.04
C
D
E
FG
I
852.76
M.E.
850.64
--
-
-
--
-
-
--
-
-
--
-
-
--
43
8
8
CL
A
Y
T
O
W
N
S
H
I
P
R
E
G
I
O
N
A
L
W
A
S
T
E
D
I
S
T
R
I
C
T
PR
O
J
E
C
T
1
6
0
1
-
1
0
6
T
H
S
T
R
E
E
T
P
A
R
A
L
L
E
L
F
O
R
C
E
M
A
I
N
MAY 2016
AN
D
D
E
T
A
I
L
VA
L
V
E
V
A
U
L
T
P
L
A
N
S
,
S
E
C
T
I
O
N
S
DS
W
DR
C
JA
J
CJ
F
NOTED
C-16
CUT AND CAP
EXISTING 14"
H.D.P.E.
FORCEMAIN
NOT TO SCALE2DETAIL
EXISTING 14" H.D.P.E.
FORCEMAIN
TO BE ABANDONED
IN PLACE
853.79
H
NOTE: TYPICAL EACH CONNECTION. WEST
TIE-IN SHOWN (TYP. OF 2); EAST TIE-INS
OPPOSITE HAND (TYP. OF 2)
15
5.FINISHED GRADE AROUND NEW/EXISTING
STRUCTURES SHALL PROVIDE POSITIVE DRAINAGE
RELIEF.
6.REFER TO ELECTRICAL DRAWINGS FOR SITE
ELECTRICAL UPGRADES.
7.CONTRACTOR SHALL INSTALL TEMPORARY SILT
FENCE AROUND ALL DISTURBED AREAS, INCLUDING
STAGING AREAS. REFER TO SPEC. SECTION 02370 AND
EROSION CONTROL DRAWINGS FOR REQUIREMENTS.
8.ALL DISTURBED AREAS SHALL BE FINE GRADED AND
SEEDED PER SPEC. SECTION 02920.
9.ALL NEW FORCEMAINS THIS SHEET SHALL BE FULLY
RESTRAINED AT EACH JOINT.
10.INSTALL FULL DEPTH GRANULAR BACKFILL FOR ALL
FORCEMAIN PIPE AND SITE UTILITIES INSTALLED
UNDER CONCRETE ACCESS DRIVE AND ASPHALT
PATH.
11.INSTALL 3' X 3' X 7'-6" DEEP #8 STONE FRENCH DRAIN
POCKET; WRAP WITH FILTER FABRIC (SEE DETAIL,
SHEET C-18)
T/SLAB
EL. 838.50
C EL. 847.00
1 1/2"SD
L
1
1
/
2
"
S
D
STONE FRENCH DRAIN
POCKET (SEE NOTE 11)
30
27
14
15
12"FM
12
"
F
M
12"FM
ELECTRICAL
CONTROL PANEL
(SEE ELEC. DWGS.)
20
'
75'
852.77
NEW CONCRETE
ACCESS DRIVE
PRECAST
CONCRETE
VAULT PER
ASTM C858
(HS-20 AASHTO
RATED)
ELECTRICAL CONTROL PANEL
(SEE ELEC. DRAWINGS)
54'
853.80
M.E.
FROM
LS#8
21
J
A
DUAL ARV (SEE DETAIL,
SHEET C-19)
NEW 12" FORCEMAIN
NEW 12" FORCEMAIN
(LINE "FM-3", SEE
SHEET C-14)
NEW 12" FORCEMAIN
852.75
23
6
TO MICHIGAN
ROAD WWTP
B.O.P. STA. 0+00
LINE "FM-2" (SEE
SHEET C-13)
B.
O
.
P
.
S
T
A
.
0
+
0
0
LI
N
E
"
F
M
-
3
"
(
S
E
E
SH
E
E
T
C
-
1
4
)
EXISTING ARV
(TO BE
DEMOLISHED)
20
14
15
14 15
15
14
18"
*
* SHOWN OUT OF ROTATION
NOTES:
1.NO CONSTRUCTION ACTIVITY, STORED
MATERIAL, OR STORED EQUIPMENT
ALLOWED BETWEEN TOWNE ROAD AND
DITCH ROAD FROM AUGUST 26, 2016
THROUGH SEPTEMBER 12, 2016 (STA.
122+72±, LINE "FM-1" TO E.O.P. STA. 5+21±,
LINE "FM-2" / E.O.P. STA. 7+13, LINE "FM-3",
SEE SPEC. 01125).
T/HATCH EL.851.16
WATER TIGHT JOINT;
DOWEL CONCRETE
CURB INTO VALVE
VAULT T/SLAB.
5 5
31 31
31
5
1
C-16
21
NOTE: ALL EXTERNAL JOINTS SHALL BE WRAPPED WITH POLYOLEFIN
BACKED EXTERIOR JOINT WRAP; MODEL CS-212 AS MANUFACTURED BY
CONSEAL, OR APPROVED EQUAL.
25 LF OF ASPHALT
PATH REPLACEMENT
(METHOD "F")
55 LF OF ASPHALT
PATH REPLACEMENT
(METHOD "F")
CONTROL
JOINT (TYP)
32
IS
S
U
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
1.25 D + 12" MIN.
EX. PVMT.
COMPACTED
BACKFILL (SEE
SPEC. 02300)
(COMMON FILL)
MORE THAN 5'
TO EOP
D
CONDITION WITHIN 60 DAYS
RESTORE SURFACE TO ORIGINAL
NO. 8 STONE
EXISTING
SURFACE
D D
MATCH EXISTING
SURFACE THICKNESS 6" MIN. CONC. DRIVEWAY
(MATCH EXISTING)
4" NO. 53 STONE
412" MIN. ASPHALT DRIVEWAY (MATCH EXISTING)
CONSISTING OF: 112" HMA-SURFACE COURSE MIN.
3" HMA-BINDER COURSE MIN.
6" NO. 53 STONE
D
TACK COAT
112" HMA SURFACE
MIN.(MATCH EXISTING)
12" MIN. 4,000 PSI CONCRETE
(MATCH EXISTING)
12"
MIN.
NOTE: DOWEL BARS INTO
EXISTING CONCRETE (TYP)
EXISTING PAVEMENT
CONCRETE
(MATCH EXISTING;
12" MIN)
112" HMA SURFACE MIN.
(MATCH EXISTING)
NOTE: DOWEL BARS
INTO EXISTING
CONCRETE (TYP)
EXISTING CONCRETE
CONCRETE (MATCH
EXISTING; 12" MIN.)
TACK COAT
#5 BARS @ 12" O.C.
#4 BARS CONTINUOUS
(AS SHOWN)
#4 BARS CONTINUOUS
(AS SHOWN)
#5 BARS @ 12" O.C.
6" NO. 53 STONE
SAW CUT EDGE WITH
SEALER (1 1/2" MIN.)
D
PVC SDR 35 PIPE
LARGER DIA. THAN
REPLACED FIELD TILE.
SEWER PIPE
CRUSHED
STONE OR FINE
GRAVEL
12" MIN.
FIELD TILE
BEDDING / BACKFILL / PAVEMENT REPLACEMENT METHODS
*GRANULAR BACKFILL AND PIPE
BEDDING REQUIRED FOR
TRENCHES LESS THAN 5 FEET
FROM EDGE OF PAVEMENT
NO. 8 STONE
NO. 8 STONE
NO. 8 STONE
6" NO. 53 STONE
NOT TO SCALE
DETAIL - OPEN TERRAIN - METHOD "A"
NOT TO SCALE
DETAIL - CONCRETE SIDEWALKS -
METHOD "B"
NOT TO SCALE
DETAIL - ASPHALT & CONCRETE DRIVES
METHOD "C"
NOT TO SCALE
DETAIL - ASPHALT ROADS - METHOD "D"
NOT TO SCALE
DETAIL - CONCRETE ROADS - METHOD "E"
NOT TO SCALE
DETAIL - FIELD DRAIN
REPLACEMENT
4" MIN. 4,000 PSI CONCRETE
(6" MIN. ACROSS DRIVEWAYS;
MATCH EXISTING)
REFER TO EMBEDMENT
DETAIL THIS SHEET
NOT TO SCALE
DETAIL - ASPHALT PATH-METHOD "F"
PREPARED SUBGRADE COMPACTED
IN ACCORDANCE WITH SECTION
207.02 OF STANDARD INDOT SPECS.
1" - 110#/SYD. HMA BITUMINOUS
SURFACE 9.5MM ON
3" - 330#/SYD. HMA BITUMINOUS
INTERMEDIATE 19.0MM ON
5" COMPACTED AGGREGATE
#53 STONE ON
COMPACTED SUBGRADE/
FULL DEPTH NO. 8
STONE BACKFILL
* WIDTH OF RECREATIONAL ASPHALT
PATH AS DESIGNATED BY CARMEL
ALTERNATIVE TRANSPORTION PLAN
1
2
3
4
4
3
2
1
* PATH WIDTH
(MATCH EXISTING)
4" NO. 53 STONE
SAW CUT BOTH SIDES OF TRENCH
(1-1/2" MIN.); SEAL JOINTS
SAW CUT BOTH SIDES
OF TRENCH (1-1/2"
MIN.); SEAL JOINTS
12
"
12" MIN.
FLOWABLE FILL
(CITY OF CARMEL)
SAW CUT BOTH SIDES
OF TRENCH (1-1/2"
MIN.); SEAL JOINTS
6" NO. 53 STONE
NO. 8 STONE
FLOWABLE FILL
(CITY OF CARMEL)
NOT TO SCALE
DETAIL - ROLLED CURB AND GUTTER
6
3
/
4
"
10
"
18" R
1.25 D + 12" MIN.1.25 D + 12" MIN.
1.25 D + 12" MIN.1.25 D + 12" MIN.
COMPACTED BACKFILL
(SEE SPEC. 02300)
(COMMON FILL)
(NO MOUNDING/HEAPED
BACKFILL ALLOWED)
RESTORE SURFACE TO
ORIGINAL CONDITION WITHIN
60 DAYS
REFER TO EMBEDMENT
DETAIL THIS SHEET
REFER TO EMBEDMENT
DETAIL THIS SHEET REFER TO EMBEDMENT
DETAIL THIS SHEET
REFER TO EMBEDMENT
DETAIL THIS SHEET
REFER TO EMBEDMENT
DETAIL THIS SHEET
COMPACTED
BACKFILL
3" TOP SOIL
24" MIN.
6"
CLASS A
CONCRETE
6" MIN. (BELOW BELL)
BEDDING: No. 8 CRUSHED STONE,
BELL HOLE EXCAVATED
FINAL BACKFILL: REFER TO
METHODS A-H
HAUNCHING: COMPACTED No. 8
CRUSHED STONE
INITIAL BACKFILL: COMPACTED No. 8
CRUSHED STONE
12
"
7" MIN. (BELOW BARREL)
1/2 O.D.
1/2 O.D.
D
1.25D + 12"
(MIN. TYP.)
NOT TO SCALE
DETAIL - STANDARD SEWER
TRENCH EMBEDMENT
MINIMUM WIDTH =
NOT TO SCALE
DETAIL - RCP STORM
SEWER PIPE TRENCH
1.25(OD) + 12"
1/2 O.D.
+ 6" MIN.
1/2 O.D.
4" MIN BELOW
PIPE BARREL
#8 CRUSHED STONE
TAMPED OR WALKED INTO
PLACE TO 1/2 O.D. + 6"
RCP STORM PIPE
#8 CRUSHED STONE
TAMPED OR WALKED INTO
PLACE TO 1/2 O.D.
#8 CRUSHED STONE
BELL HOLE EXCAVATED
CLEAN NATIVE BACKFILL OR
COMPACTED GRANULAR
BACKFILL UNDER AREAS TO
BE PAVED
NOT TO SCALE
DETAIL-CONCRETE CURB
13
1
/
2
"
6"
6"
1" R
CURB AND GUTTER
24"
7
1
/
2
"
3" TOP SOIL
NOT TO SCALE
DETAIL- VALVE VAULT SITE
CONCRETE PAVING
SUBGRADE TREATMENT
TYPE IIIA PER INDOT
SPECIFICATIONS
SECTION 207
8" PCCP PER INDOT
SPECIFICATIONS
SECTION 502
6" BASE COURSE
(INDOT #53 STONE,
COMPACTED)
NOT TO SCALE
DETAIL - CONCRETE DRIVE (VALVE VAULT SITE)
5'
5'5'
1'
CONCRETE
PAVING
(SEE DETAIL
THIS SHEET)
20' MAX
12' MIN
COMPACTED
BACKFILL
2" RADIUS
6
3
/
4
"
3
4"
18"
NOTE:
DISTURBED SECTION OF PATH SHALL BE REPAIRED WITHIN 30 DAYS AFTER DISTURBANCE
OF SECTION IS COMPLETE.
(NO MOUNDING/HEAPED BACKFILL ALLOWED)
EXISTING EDGE OF
ROAD PAVEMENT
EXISTING ASPHALT
EXISTING ASPHALT
EXISTING CONCRETEEXISTING ASPHALT
PR
I
N
T
E
D
:
5
/
2
7
/
2
0
1
6
@
4
:
0
3
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DATE:
SCALE:
SHEET NO.
DE
S
I
G
N
E
D
:
DR
A
W
N
:
RE
V
I
E
W
E
D
:
AP
P
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:
DA
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BY
DE
S
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NO
.
RE
V
I
S
I
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S
SC
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C
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C
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:
TH
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A
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S
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D
M
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A
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X
A
C
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1
"
W
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D
CL
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:
GR
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:
TH
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PL
O
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D
B
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:
C
B
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-
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--
-
-
--
43
8
8
CL
A
Y
T
O
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S
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I
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N
A
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1
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6
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A
L
L
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F
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M
A
I
N
MAY 2016
ST
A
N
D
A
R
D
D
E
T
A
I
L
S
DS
W
DR
C
JA
J
CJ
F
NOT TO SCALE
C-17
IS
S
U
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
CARRIER PIPE
STEEL CASING PIPE
1' MAX.
6'-7' MAX.
BETWEEN
SPACERS
CASING SPACER MAX. OF ONE FOOT
FROM EACH SIDE JOINT
ENDSEAL EACH END
UTILITY PIPE PER PLANS
GRADE
PER PLAN
STEEL CASING PIPE
LENGTH TO BE BORED
GRADE
PER PLAN
18" MIN. OR 12 DIA. OF
PIPE OR CASING,
WHICHEVER IS GREATER
STEEL CASING
PIPE
UTILITY LINE
(CARRIER PIPE)
CASING END SEAL
(BOTH SIDES OF CASING)
PER PLANS
SECTION
PER PLANS
BELL RESTRAINTS
NOT TO SCALE
TYPICAL BORE AND JACK DETAIL
RESTRAINED JOINT NOTES
LENGTH IN FT. TO BE RESTRAINED ON EACH SIDE OF FITTING FOR 12" PVC PIPE
11-LOWER
28-UPPER
35 15
23-LOWER
58-UPPER
6-LOWER
14-UPPER
7 4
DEADEND
1.CONTRACTOR SHALL INSTALL RJDI FITTINGS FOR ALL HORIZONTAL AND
VERTICAL BENDS. CONCRETE THRUST BLOCKING IS STRICTLY PROHIBITED.
2.RESTRAINED LENGTHS WERE CALCULATED ASSUMING A 2 FACTOR OF
SAFETY, TYPE 5 TRENCH CONDITION, "CL" SOIL CLASSIFICATION, 4 FT.
DEPTH OF BURY, AND 150 PSI HYDROSTATIC TEST PRESSURE (SOURCE:
EBAA IRON THRUST RESTRAINT PROGRAM v7.0)
3.ALL FORCEMAIN APPURTENANCES, INCLUDING VALVES, WITHIN RJDI LIMITS
MUST BE RESTRAINED AT EACH JOINT. AT MINIMUM, THE NEXT JOINT EACH
WAY FROM A FITTING (INCLUDING HORIZONTAL DIRECTIONAL DRILL
TRANSITION COUPLINGS) SHALL BE RESTRAINED.
4.ALL SITE PIPING SHALL BE FULLY RESTRAINED AT EACH APPURTENANCE
AND JOINT.
5.20"X12" REDUCER SHALL BE RESTRAINED 98' ON LARGE SIDE
6.SEE ENGINEER FOR SIZE(S) NOT LISTED.
SECTION B-B
B
18"
MIN.
EXISTING UTILITY
EXISTING UTILITY
3"
B
3"
OF PIPE, 12" MIN.
DIA. OF BELL
OUTSIDE
12"
3"
2"
BELL OF
EXISTING UTILITY
CAST AGAINST
UNDISTURBED SOIL
A
A
O.D. + 6"
SECTION A-A
(BEYOND)
EXISTING UTILITY
BEDDING
O.D.
3"
O.D./4
8" MIN.
O.
D
.
1. PROVIDE UTILITY SUPPORT WHEN "D" IS LESS THAN
12 INCHES
"D"
IS LESS THAN 18 INCHES.
SUPPORT WHEN "D"
PROVIDE UTILITYNOTE:
"D"
NOTES:
2. EXISTING UTILITIES SHALL MEAN: STEEL GAS MAINS,
SANITARY SEWER PIPING, STORM SEWER PIPING, ETC.
ELECTRIC/TELEPHONE CONDUITS, FIBER OPTIC BANKS,
NOT TO SCALE
DETAIL -
UTILITY CROSSING SUPPORT
NOT TO SCALE
RESTRAINED JOINT TABLES
3000 PSI
CONCRETE
3000 PSI
CONCRETE W/
#6 @ 6" O.C. (2
BARS MIN.)
97
90°
BEND
45°
BEND
22 1/2°
BEND
11 1/4°
BEND
LENGTH IN FT. TO BE RESTRAINED ON EACH SIDE OF FITTING FOR 20" PVC PIPE
17-LOWER
45-UPPER
54 23
36-LOWER
92-UPPER
9-LOWER
22-UPPER
11 6
DEADEND
156
TYPE OF FITTING
HORIZ. BEND
VERT. BEND
TEE
W/ 20"
BRANCH
90°
BEND
45°
BEND
22 1/2°
BEND
11 1/4°
BEND
TYPE OF FITTING
HORIZ. BEND
VERT. BEND
10' MIN.10' MIN.
GRADE TO
P
O
F
BA
N
K
60" MIN. (SEE NOTE 1)
STREAM
SEWER MAIN
TO
P
O
F
BA
N
K
NO OPEN CUT CONSTRUCTION PERMITTED IN THIS AREA
DIRECTIONAL DRILL PAY LIMIT DEFINED ON PLANS
DIRECTIONALLY DRILLED
SEWER MAIN
NOTE:
1:DEPTH MAY EXCEED 60"; REFER TO
PLAN SHEETS FOR EXACT DEPTH
NOT TO SCALE
TYPICAL STREAM CROSSING
54" MIN.54" MIN.
PROPOSED
FORCEMAIN
PROPOSED
FORCEMAIN
PROPOSED
FORCEMAIN
PROPOSED
FORCEMAIN
147
#8 STONE
NOT TO SCALE
DETAIL - STONE FRENCH DRAIN POCKET
FILTER
FABRIC
WRAP
VALVE VAULT SITE
CONCRETE PAVING
(SEE DETAIL, SHEET
C-17)
3'-
6
"
3'-0"
18" MIN.
WATER MAIN AND SEWER MINIMUM SEPARATION:
18" VERTICAL SEPARATION
10'-0" HORIZONTAL SEPARATION
WATER MAIN QUALITY PIPE TO BE USED FOR
SANITARY OR STORM SEWER IF REQUIRED
SEPARATION CANNOT BE MET
NOT TO SCALE
MINIMUM CROSSING & SEPARATION REQUIREMENTS
FOR SANITARY SEWER PIPE
SANITARY OR
STORM SEWER MAIN
WATER MAIN
WATER MAIN
SANITARY OR STORM SEWER MAIN
CENTER OF SEWER
MAIN LAYING LENGTH
CENTER OF SEWER
MAIN LAYING LENGTH
45° MIN.CROSSING ANGLE
4'
-
0
"
1 1/2" SUMP
DISCHARGE LINE
12" TOPSOIL
1'-0"
NOT TO SCALE
DETAIL-THRUST BLOCKING FOR PIPES
VERTICAL BEND (11.25° to 90°)
3,000 PSI CONCRETE
36"
2
4
"
1/4" X 3" S.S. STRAP DRILLED
TO ACCOMMODATE ANCHOR BOLTS
3/4" DIA S.S. ANCHOR BOLTS,
THREADED W/NUTS
3/4" DIA TIE BAR
9"
NOTES:
1. DETAIL APPLIES TO 20" 90° VERTICAL BEND AT MRWWTP
(REF. SHT. C-14, KEYNOTE 10).
2. VERTICAL BEND BLOCKING TO BE FULL WIDTH OF TRENCH.
3. DEPTH MAY BE GREATER THAN SPECIFIED 24" TO ALLOW WORKING
SPACE. BLOCKING MUST BE PLACED AGAINST UNDISTURBED EARTH.
NOT TO SCALE
DETAIL - TYPICAL CONCRETE
PIPE SUPPORT DETAIL
EL. VARIES
NOTES:
1.SUPPORT TO BE 12" THICK. (U.O.N.)
2.COORDINATE LOCATION OF PIPE SUPPORTS WITH
OTHER SHEETS AND SPECIFICATIONS.
2-#6 EACH END
#4 TIE AT 12" E.F.
(MIN. 3)
#6 AT 12" EF
W/STD HOOK
120°
PIPE DIA. VARIES
SEE PLAN
STRAPS AS REQ'D
C PIPE AND SUPPORTL
PIPE OD
6" (TYP.)
2" CLR. (TYP.)
BLDG. PAPER ON
ALL PIPE SUPPORTS
ANCHOR BOLTS
AS REQ'D
EL. SEE PLAN
STD.
HOOK
L=PIPE OD +12"
1.END SECTIONS SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS
AS SET OUT IN THE INDOT STANDARD SPECIFICATIONS.
2.IF AN EXISTING CMP STORM CULVERT IS REMOVED OR DAMAGED, IT
SHALL BE REPLACED WITH 18" RCP STORM CULVERT WITH RCP END
SECTIONS.
NOT TO SCALE
DETAIL - DRIVEWAY CULVERT
& END SECTION
T
DI
A
T
Y
Y
R2
T
DI
A
T
9"
PLAN
LONGITUDINAL SECTION
SECTION Y-Y
SLOPE DETAIL
3:1 F
I
L
L
S
L
O
P
E
4:1 FIL
L
S
L
O
P
E
CO
N
C
R
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T
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EN
D
S
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C
T
I
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N
PIPE CULVERT
DIA
R1
A
T
DI
A
T
T
A
C B=(D-C)
D
DIA.
12
T A B C D R-1
15
18
21
24
27
30
33
36
42
48
54
60
66
72
78
84
2
2-1/4
2-1/2
2-3/4
3
3-1/4
3-1/2
3-3/4
4
4-1/2
5
5-1/2
6
6-1/2
7
7-1/2
8
4
6
9
9
9-1/2
10-1/2
12
13-1/2
15
21
24
27
30
24
34
24
24
24
27
27
35
43-1/2
48
54
58-1/2
63
63
72
65
60
78
78
78
78
48-7/8
46
46
38
30
25-1/2
19-3/4
39-1/4
34-3/4
35
26
35
39
21
21
21
21
72-7/8
73
73
73
73-1/2
73-1/2
73-3/4
97-3/4
97-3/4
98
98
100
99
99
99
99
99
10-1/16
12-1/2
15-1/2
16-1/8
16-11/16
17-3/4
18-5/16
23-3/4
24-1/16
27-1/4
28-1/8
32-7/8
36-3/4
35-11/16
38-5/8
41-15/16
44-13/16
R-2
9
11
12
13
14
14-1/2
15
17-1/2
20
22
22
24
24
24
24
24
24
CONC. BLOCKING &
ANCHOR STRAPS
18" MIN. LAYING
LENGTH
2 OR 3-PIECE VALVE BOX
(COVER MARKED "SEWER")
FIN. GRADE
54
"
M
I
N
.
U
.
N
.
O
.
VALVE SEWER MAIN
2'-0" X 2'-0" X 8"
CONCRETE PAD
NOT TO SCALE
DETAIL - TYPICAL VALVE SETTING
PR
I
N
T
E
D
:
5
/
2
7
/
2
0
1
6
@
4
:
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DATE:
SCALE:
SHEET NO.
DE
S
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D
:
DR
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:
RE
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:
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--
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-
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-
-
--
-
-
--
43
8
8
CL
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M
A
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N
MAY 2016
ST
A
N
D
A
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D
D
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T
A
I
L
S
DS
W
DR
C
JA
J
CJ
F
NOT TO SCALE
C-18
IS
S
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D
F
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1"
2"-12"
1/2"
24" INSIDE
D
I
A
M
E
T
E
R
A
A
KENT SEAL
BUTYL RUBBER COATING
WITH PLASTIC WRAP
COVER
Note: No more than 12" of
adjustment rings Anything above
12" a barrel section must be added
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
30 1/2" OUTSIDE
DIAMETER
24" INSIDE
DIAMETER
1/4"
(TYPICAL)
1/4"
(TYPICAL)
30 1/8" OUTSIDE DIAMETER
RISER RING THICKNESS
4" - 12" OUTSIDE
DIAMETER 34" OR 36"
5/8"
NOT TO SCALE
DETAIL - ADJUSTING RING
PLAN VIEW
JOINT DETAIL
SECTION A-A
VA
R
I
E
S
(2) SUPPORT BLOCKS (12" MINIMUM)
6" MIN.
MANHOLE OUTSIDE DIAMETER + 1' FOR PRE-CAST
3" MINIMUM
6'
-
0
"
M
I
N
I
M
U
M
3/8" X 3" STAINLESS STEEL ANCHOR BOLTS
S.S. TAPPING SLEEVE
ALL JOINTS SHALL BE SEALED BY AN O-RING GASKET PLUS
1/2" OR 3/4" CTRWD APPROVED FLEXIBLE BUYTL RESIN
CONCRETE SEALANT (ROPE) CONFORMING TO ASTM C 990.
COMPOSITION AND THICKNESS OF MATERIAL SHALL BE
DEPENDENT ON SEASON OF INSTALLATION AND AS
DIRECTED BY ENGINEER. CONTRACTOR SHALL GROUT ALL
INTERNAL MANHOLE JOINTS WITH NON-SHRINK GROUT.
1022Z1GS
R-1772
SELF SEALING
EAST JORDAN
NEENAH
MANHOLE CASTING SCHEDULE
MANUFACTURER
THESE SECTIONS AVAILABLE
IN 16", 32" & 48" LENGTH TO
MEET REQUIRED DEPTH
AIR/VACUUM RELEASE VALVE
AS APPROVED BY CTRWD.
FOR AIR ONLY, ADD CHECK
VALVE PRIOR TO FLUSHING
CONNECTION.
6" MINIMUM CRUSHED #8
STONE MAT FOR LEVELING
AND SUPPORT.
#2 STONE AS REQUIRED BY
ENGINEER FOR UNSTABLE SOIL
CONDITIONS - DEPTH TO STABLE
GROUND PER ENGINEER.
MANHOLE BASE AND RISER ARE ONE
MONOLITHIC PRECAST CONCRETE UNIT.
#10 Copperhead, HS-CCS, HDPE 30 mil INSULATED TRACER
WIRE TO BE BROUGHT THROUGH AND TIED OFF TO TOP STEP
3" SS FLG.
BALL
VALVE
NO CORE WILL BE PERMITTED WITHIN
6" OF INTERNAL OR EXTERNAL JOINTS.
ALL STEPS MUST BE ALIGNED
VERTICALLY IN A STRAIGHT LINE.
FINISHED GRADE (SLOPE
AWAY FROM CASTING)
NOTES:
1.FORCE MAIN TO BE LOCATED SUCH THAT
AIR/VACUUM DOES NOT INTERFERE WITH ACCESS
OPENING.
2.TOP OF CASTING SHALL EXTEND 0.20 FEET MINIMUM
ABOVE FINISHED GRADE.
3.MANHOLE SECTIONS SHALL CONFORM TO ASTM C
478 UTILIZING 4,000 PSI CONCRETE. JOINTS SHALL
CONFORM TO ASTM C 443. FOUR (4) FOOT
DIAMETER MANHOLE FOR 6" FORCEMAIN OR
SMALLER, OR FIVE (5) FOOT DIAMETER MANHOLE
FOR 8" FORCEMAIN OR LARGER.
CASTING SHALL BE EITHER SELF-SEALING. (SEE MANHOLE
CASTING SCHEDULE FOR CASTING TYPE). LIDS SHALL BE
STAMPED "SANITARY SEWER" AND HAVE CLOSED
PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF 1/2"
KENT SEAL, OR SINGLE ROW OF 1" KENT SEAL (SEE
MANHOLE CASTING SCHEDULE).
MA
X
I
M
U
M
TY
P
I
C
A
L
1
6
"
SCALE: 1"=5'-0"0 5'10'
DETAIL - CLOSED BOTTOM
AIR/VACUUM RELEASE MANHOLE
POLYPROPYLENE
FLUSHING CONNECTION
6"
MIN.
REINFORCING STEEL
PER ASTM C478
MANHOLE FRAME
AND COVER
1% SLOPE
6"
MIN
EXTERIOR WATERPROOFING
MEMBRANE; CONSEAL CS-1800,
OR APPROVED EQUAL
POLYOLEFIN BACKED
EXTERIOR JOINT WRAP;
CONSEAL CS-212, OR
APPROVED EQUAL (TYP)
C
B
A
A
B
C
TRAFFIC TAPER
100 FT. MAX
ONE LANE TWO-WAY
TRAFFIC TAPER
100 FT. MAX
WORK VEHICLE
FOR HIGH SPEED URBAN
CONDITIONS *
A=350 FT.
B=350 FT.
C=350 FT.
L=350 FT.
NOTES:
1.NOTE: TRAFFIC CONTROL PLANS ARE GUIDELINES ONLY. ALL TRAFFIC CONTROL PLANS
AND LANE CLOSURES MUST BE APPROVED BY THE OWNER AND APPROPRIATE
AGENCY.
2.FOR LOW-VOLUME SITUATIONS WITH SHORT WORK ZONES ON STRAIGHT ROADWAYS
WHERE THE FLAGGER IS VISIBLE TO ROAD USERS APPROACHING FROM BOTH
DIRECTIONS, A SINGLE FLAGGER, POSITIONED TO BE VISIBLE TO ROAD USERS
APPROACHING FROM BOTH DIRECTIONS, MAY BE USED.
3.THE "UTILITY WORK AHEAD" AND THE "END UTILITY WORK" SIGNS MAY BE OMITTED FOR
SHORT-DURATION OPERATIONS IF APPROVED BY OWNER.
4.FLASHING WARNING LIGHTS AND/OR FLAGS MAY BE USED TO CALL ATTENTION TO THE
ADVANCE WARNING SIGNS. A "BE PREPARED TO STOP" SIGN MAY BE ADDED TO THE
SIGN SERIES.
5.THE BUFFER SPACE SHOULD BE EXTENDED SO THAT THE TWO-WAY TRAFFIC TAPER IS
PLACED BEFORE A HORIZONTAL (OR CREST VERTICAL) CURVE TO PROVIDE ADEQUATE
SIGHT DISTANCE FOR THE FLAGGER AND A QUEUE OF STOPPED VEHICLES.
6.AT NIGHT, FLAGGER STATIONS SHALL BE ILLUMINATED, EXCEPT IN EMERGENCIES.
7.WHEN USED, THE "BE PREPARED TO STOP" SIGN SHOULD BE LOCATED BETWEEN THE
"FLAGGER" SIGN AND THE "ONE LANE ROAD" SIGN.
8.PROVIDE UTILITY WORK SIGNAGE WHEN WORKING IN RIGHT-OF-WAY, BUT NOT
CLOSING ROAD OR LANE.
WORK AREA
FOR LOW SPEED
URBAN CONDITIONS *
A=100 FT.
B=100 FT.
C=100 FT.
L=350 FT.
* SPEED CATEGORY SHALL
BE DETERMINED BY
HIGHWAY AGENCY
FLAGGER
FLAGGER
NOT TO SCALE
DETAIL - TRAFFIC CONTROL
PLAN (AT TWO LANE ROAD)
WORK AREA
NOT TO SCALE
DETAIL - PATH/SIDEWALK
CLOSED
PATH/SIDEWALK
400 FT
100 FT
400 FT
100 FT
HEAVY DUTY MANHOLE
FRAME AND COVER
(ABOVE)
FORCEMAIN
COMBINATION AIR
RELEASE VALVE PER
SPECS. (TYP.)
2'-
0
"
CL
E
A
R
2'-0"
MANHOLE STEPS PER
SPECS.
NOT TO SCALE
DETAIL - DUAL AIR RELEASE
VALVES AND STRUCTURE PLAN
1
C-35
5'-0" X 5'-0" PRECAST
VAULT STRUCTURE
PER ASTM C478 (6'-0"
MIN. INSIDE DEPTH)
HEAVY DUTY MANHOLE
FRAME AND COVER
5'-0" X 5'-0" PRECAST
VAULT STRUCTURE
PER ASTM C858 H-2O
AASHTO RATED
#8 STONE DRAINAGE
FILL MIN. 6" BELOW
STRUCTURE
FORCEMAIN PIPE WITH
S.S. TAPPING SLEEVE
(TYP.)
COMBINATION AIR
RELIEF VALVE PER
SPECS. (TYP.)
2'-0"
NOT TO SCALE1SECTION
3" SS FLG.
BALL VALVE
UNDISTURBED EARTH
6'
-
0
"
M
I
N
.
VA
R
I
E
S
6" MIN
6" MIN
3" MINIMUM
MANHOLE OUTSIDE DIAMETER + 1' FOR PRE-CAST
REINFORCING STEEL
PER ASTM C858
#2 STONE AS REQUIRED BY ENGINEER
FOR UNSTABLE SOIL CONDITIONS - DEPTH
TO STABLE GROUND PER ENGINEER
6" MINIMUM CRUSHED #8 STONE
MAT FOR LEVELING AND SUPPORT
MANHOLE BASE AND RISER
ARE ONE MONOLITHIC
PRECAST CONCRETE UNIT
MA
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I
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U
M
TY
P
I
C
A
L
1
6
"
ALL STEPS MUST BE
ALIGNED VERTICALLY
IN A STRAIGHT LINE
NO CORE WILL BE
PERMITTED WITHIN 6"
OF INTERNAL OR
EXTERNAL JOINTS
ALL JOINTS SHALL BE SEALED BY AN O-RING
GASKET PLUS 1/2" OR 3/4" CTRWD APPROVED
FLEXIBLE BUYTL RESIN CONCRETE SEALANT
(ROPE) CONFORMING TO ASTM C 990.
COMPOSITION AND THICKNESS OF MATERIAL
SHALL BE DEPENDENT ON SEASON OF
INSTALLATION AND AS DIRECTED BY
ENGINEER. CONTRACTOR SHALL GROUT ALL
INTERNAL MANHOLE JOINTS WITH
NON-SHRINK GROUT.
#10 COPPERHEAD, HS-CCS, HDPE 30 MIL
INSULATED TRACER WIRE TO BE BROUGHT
THROUGH AND TIED OFF TO TOP STEP
PLOYPROPYLENE
FLUSHING CONNECTION
THESE SECTIONS AVAILABLE
IN 16", 32" 48" LENGTH TO
MEET REQUIRED DEPTH
FINISHED GRADE
3/8"X3" STAINLESS
STEEL ANCHOR BOLTS
NOTES:
1.FORCE MAIN TO BE LOCATED SUCH
THAT AIR/VACUUM DOES NOT
INTERFERE WITH ACCESS OPENING.
2.TOP OF CASTING SHALL EXTEND 0.25
INCHES BELOW FINISHED GRADE OF
ACCESS DRIVE (DRIVE SHALL SLOPE
AWAY FROM CASTING).
3.MANHOLE SECTIONS SHALL CONFORM
TO ASTM C858 UTILIZING 4,000 PSI
CONCRETE. JOINTS SHALL CONFORM TO
ASTM C 443.
CASTING SHALL BE EITHER SELF-SEALING. (SEE MANHOLE CASTING SCHEDULE
FOR CASTING TYPE). LIDS SHALL BE STAMPED "SANITARY SEWER" AND HAVE
CLOSED PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF 1/2" KENT
SEAL, OR SINGLE ROW OF 1" KENT SEAL (SEE MANHOLE CASTING SCHEDULE).
1% SLOPE
6" MIN
(2) SUPPORT BLOCKS
(12" MINIMUM)
POLYOLEFIN BACKED
EXTERIOR JOINT WRAP;
CONSEAL CS-212, OR
APPROVED EQUAL (TYP.)
EXTERIOR WATERPROOFING
MEMBRANE; CONSEAL CS-1800,
OR APPROVED EQUAL
PR
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43
8
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A
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MAY 2016
ST
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C-19
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FM
FM FM
FM FM
FM
FM
FM
FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
NOT TO SCALE
EROSION CONTROL PLAN
NOTE:
DURING ALL PHASES OF CONSTRUCTION, THE
SITE GENERAL CONTRACTOR AND ALL
SUB-CONTRACTORS SHALL EXERCISE
MEASURES TO PREVENT THE EROSION OF
SOILS DUE TO THE ACTION OF WATER AND
WIND. THE CONTRACTORS SHALL USE THE
FOLLOWING MEASURES TO ACCOMPLISH THIS
OBJECTIVE:
A. SURFACE PREPARATION
1.CLEARING SHALL BE LIMITED SO AS TO
EXPOSE THE SMALLEST POSSIBLE AREA OF
LAND FOR THE SHORTEST POSSIBLE TIME.
2.EXPOSED AREAS SHALL BE IMMEDIATELY
GRADED AND PROTECTED WITH
TEMPORARY OR PERMANENT COVER,
SUCH AS SOD, SEED AND MULCH, CROWN
VETCH, LESPEDEZA, OR CREEPER.
NEWLY-GRADED CHANNELS OR STEEP
SLOPES WILL REQUIRE THE USE OF
FIBROUS MATTING, NETTING OF SEEDED
AND MULCHED AREAS, OR THE STAKING
OR SHINGLING OF SOD WHILE VEGETATION
IS BECOMING ESTABLISHED.
B. RUN-OFF CONTROL
1.LONG AND/OR STEEP SLOPES WILL
REQUIRE CONTOUR BENCHING AND
FURROWING, OR BERMS TO REDUCE
RUN-OFF VELOCITIES.
C. SOIL MOISTURE
1.THE CONTRACTOR SHALL HAVE AVAILABLE
ON THE CONSTRUCTION SITE A WATER
SOURCE CAPABLE OF APPLYING WATER TO
DRY EXPOSED SOIL IN ORDER TO PREVENT
WIND EROSION. THE APPLICATION RATE
AND MANNER SHALL BE SUCH THAT SOIL
MOISTURE IS ATTAINED AND NO SURFACE
RUN-OFF IS CREATED.
D. RESPONSIBILITY
1.THE CONTRACTOR SHALL BE HELD
RESPONSIBLE UNTIL THE CERTIFICATE OF
COMPLETION IS ISSUED.
EROSION CONTROL PLAN:
NOT TO SCALE1DETAIL - WWTP SITE
PROPOSED INLET PROTECTION
LEGEND
SILT FENCE
NOTES:
1.NOT ALL EROSION CONTROL REQUIREMENTS
MAY BE SHOWN ON THIS SHEET. REFER TO
SPEC. SECTIONS 02370 AND APPENDIX B FOR
REQUIREMENTS.
2.CONTRACTOR SHALL REPAIR/REPLACE ANY
DAMAGED SIDEWALK OR CURB TO NEXT JOINT
AS A RESULT OF CONSTRUCTION ACTIVITIES.
NOT TO SCALE2DETAIL
PROPOSED
FORCEMAIN
SILT FENCE
10' MAX.
NOTE:
SILT FENCE INSTALLATION APPLIES
TO ALL OPEN CUT LOCATIONS.
C-20
N.T.S.
CJ
F
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J
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MAY 2016
PR
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43
8
8
--
--
-
-
--
-
-
--
-
-
--
-
-
PROPOSED
TEMPORARY SOIL
STOCKPILE AREA
PROPOSED
TEMPORARY
STAGING AREA
NOTE:
ALL INLETS ALONG THE FORCEMAIN SIDE OF 106TH
STREET SHALL HAVE INLET PROTECTION INSTALLED.
TEMPORARY ROCK
CONSTRUCTION
ENTRANCE
SF
2
C-20
PR
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NEW VALVE
VAULT (SEE
SHEET C-16)
MICHIGAN ROAD
WWTP (SEE
SHEET C-14)
20" FORCEMAIN
(LINE "FM-1")
20" FORCEMAIN
(LINE "FM-1")
20" FORCEMAIN (LINE "FM-1")
NOT TO SCALE3DETAIL - VALVE VAULT SITE
1
C-20
3
C-20
W. 106TH STREET
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W. 106TH STREET
NOTE:
ALL INLETS ALONG THE FORCEMAIN SIDE OF 106TH
STREET SHALL HAVE INLET PROTECTION INSTALLED.
PROPOSED
TEMPORARY INLET
PROTECTION (TYP.)
PROPOSED
TEMPORARY INLET
PROTECTION (TYP.)
PROPOSED
TEMPORARY INLET
PROTECTION (TYP.)
PROPOSED
TEMPORARY INLET
PROTECTION (TYP.)
PROPOSED TEMPORARY
VEHICLE WASH AREA
PROPOSED TEMPORARY
CONC. WASHOUT AREA
TEMPORARY ROCK
CONSTRUCTION ENTRANCE
PROPOSED TEMPORARY
VEHICLE WASH AREA
PROPOSED
TEMPORARY
CONC.
WASHOUT AREA
PROPOSED
TEMPORARY SOIL
STOCKPILE AREA
PROPOSED
TEMPORARY
STAGING AREA
10' MAX.
PROPOSED VALVE
VAULT SITE
PROPERTY LINE
TEMPORARY
CHECK DAM
GRADE
(GROUND
SLOPE)
GRADE
(GROUND
SLOPE)
NOT TO SCALE4DETAIL
SOIL
STOCKPILE
BORE PIT
BORE PIT LOCATION (TYP)
(SEE DETAIL 4, THIS SHEET)
BORE PIT LOCATION (TYP)
(SEE DETAIL 4, THIS SHEET)
BORE PIT LOCATION (TYP)
(SEE DETAIL 4, THIS SHEET)
BORE PIT LOCATION (TYP)
(SEE DETAIL 4, THIS SHEET)
BORE PIT LOCATION (TYP)
(SEE DETAIL 4, THIS SHEET)
BORE PIT LOCATION (TYP)
(SEE DETAIL 4, THIS SHEET)
BORE PIT (HDD AND BORE & JACK)
PROPOSED
SANITARY SEWER
EASEMENT
IS
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NOT TO SCALE
EROSION CONTROL BLANKET
INSTALLATION DETAIL
NOT TO SCALE
SEASONAL SOIL PROTECTION CHART
NOT TO SCALE
FILTER FABRIC FENCE DETAILS
BURY UPCHANNEL END IN VERTICAL
6-INCH SLOT, THEN BACKFILL AND TAMP.
NO. 8 GAGE STEEL WIRE STAPLES, BENT
U-SHAPED WITH THROAT WIDTH OF 1 TO 2
INCHES, WITH DRIVING DEPTH OF NOT LESS
THAN 6 INCHES.
STAPLE PATTERN GUIDE.
PLACE STAPLES IN
ACCORDANCE WITH
MANUFACTURER'S
RECOMMENDATIONS
CHANNEL LINING
AS SPECIFIED
OVERLAP ALL
UPCHANNEL
SECTIONS BY
12" (TYP.)
OVERLAP ALL SIDE BY SIDE
SECTIONS BY A MINIMUM OF 4" (TYP.)
SEEDING TO BE APPLIED PRIOR TO THE INSTALLATION OF
BLANKET. CONTRACTOR TO ENSURE THAT A STABLE AND
UNIFORM GRASS COVER DEVELOPS IN THE SWALE.
F
L
O
W
FLOW
FRONT VIEW
SIDE VIEW
** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.
*//I//* IRRIGATION NEEDED DURING JUNE, JULY, AND/OR AUGUST.
F = STRAW MULCH 2 TONS/ACRE
E = SOD
D = INDOT SEE MIXTURE TYPE "T" WINTER WHEAT - 150 LBS/ACRE
C = INDOT SEED MIXTURE TYPE "T" SPRING OATS - 150 LBS/ACRE
B = KENTUCKY BLUEGRASS 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE.
PLUS 2 TONS STRAW MULCH/ACRE.
A = INDOT SEED MIXTURE - TYPE "U"
F
B
C
A */////////I///////*
MULCHING
SODDING
SEEDING
TEMPORARY
SEEDING
DORMANT
SEEDING
PERMANENT
PRACTICE
STABILIZATION
E** */////////I///////*
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC.
B
D
8" MINIMUM THICKNESS INDOT NO. 2 STONE
FILTER FABRIC
PLAN VIEW
SECTION A-A
RO
A
D
W
A
Y
MAINTENANCE: THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE
INSTALLED WHERE SHOWN ON THE PLAN. THE ENTRANCE SHALL BE
INSPECTED WEEKLY AND ADDITIONAL INDOT NO. 2 STONE SHALL BE
KEPT ON SITE SO THAT THE MINIMUM DIMENSIONS CAN BE MAINTAINED
THROUGHOUT THE PROJECT. SEDIMENT TRACKED ONTO A PUBLIC
ROADWAY SHALL BE REMOVED AT THE END OF EACH CONSTRUCTION
DAY AND PLACED ON THE TOPSOIL STOCKPILE. NO OTHER ENTRANCE
SHALL BE USED TO GAIN ACCESS TO THE SITE BY ANY CONSTRUCTION,
PERSONAL OR DELIVERY VEHICLES.
20' OR
TOTAL WIDTH
OF ACCESS
50' MINIMUM
NOT TO SCALE
ROCK CONSTRUCTION ENTRANCE
10 MIL (MIN.)
PLASTIC LINER
STRAW BALES,
CONCRETE BLOCKS,
SANDBAGS, ETC.
STAKES (TYP)
10 MIL (MIN.)
PLASTIC LINER STRAW BALES
NATIVE MATERIAL
(OPTIONAL)
WOOD OR
METAL STAKES
NOTES:
1. ACTUAL LAYOUT AND
LOCATION TO BE
DETERMINED IN FIELD.
2. THE CONCRETE WASHOUT
SIGN SHALL BE INSTALLED
WITHIN 30 FT. OF THE
TEMPORARY CONCRETE
WASHOUT FACILITY.
STAPLES (2
PER BALE)
10' MIN.
10' MIN.
BINDING WIRE
10 MIL (MIN.)
PLASTIC LINER
GRADE
2"
4"
STAPLES (2
PER BALE)
3/4" PLYWOOD
(PAINTED WHITE)
6" HIGH PAINTED
BLACK LETTERING
1/2" LAG SCREW
(TYP.)
4x4 WOOD POST
(TYP.)3'-0"
2'-0"
4'-0"
3'-0"
GRADE
PLAN
SECTION SIGN DETAIL
STAPLE DETAIL
NOT TO SCALE
CONCRETE WASHOUT DETAILS
COARSE AGGREGATE
NOTE:
STONE BAGS MAY BE USED FOR
TEMPORARY CHECK DAMS. INSTALL
IN SAME CONFIGURATION.
L= THE DISTANCE SUCH
THAT POINTS A AND B
ARE OF EQUAL
ELEVATION
NOT TO SCALE
CHECK DAM DETAILS
ROCK CHECK DAM
SPACING BETWEEN CHECK DAMS
MANHOLE
COVER
ASSEMBLY
FILTER
ASSEMBLY
POLYESTER
SLEEVE
ISOMETRIC VIEW IN-PLACE ELEVATION VIEW
FILTER ASSEMBLY
POLYESTER SLEEVE
MANHOLE COVER
ASSEMBLY
MANHOLE
NOT TO SCALE
INLET PROTECTION DETAILS
INLET STRUCTURE SIDE VIEWTOP VIEW
(STRUCTURE TYPES VARY)
INLET FILTER
INSERT
INLET FILTER FRAME,
SUSPENSION SYSTEM
AND LIFT HANDLES
INSTALL BETWEEN INLET
CASTING AND GRATE
**DO NOT WRAP GRATE**
INLET FILTER
INSERT PER
SPECS
NONWOVEN
POLYPROPYLENE
GEOTEXTILE
SEDIMENT FILTER
BAG OVERFLOW
OUTLET REQUIRED
INLET FILTER FRAME,
SUSPENSION SYSTEM
AND LIFT HANDLES
INSTALL BETWEEN INLET
CASTING AND GRATE
INLET GRATE (GRATE
TYPES MAY VARY)
BY FLEXSTORM OR APPROVED EQUAL
(STRUCTURE TYPES VARY)
(STRUCTURE TYPES VARY)(STRUCTURE TYPES VARY)
OR
INLET FILTER INSERT
BY WIMCO, LLC OR APPROVED EQUAL
ROAD DRAIN TOP SLAB INLET PROTECTION
C-21
N.T.S.
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CL CL
REINFORCEMENT
MESH
FILTER CLOTH
8' MAX. C TO C
WOOD OR STEEL
SUPPORT STAKE
FILTER
CLOTH
FILTER
CLOTH
STAPLES (TYP.)
JOINING FENCE SECTIONS
SECTION
STAGGERED FENCE DETAIL
DIRECTION
OF FLOW
5' OVERLAP MIN.
1"X1"X12" WOOD
STAKE
GUY WIRE MIN.
10 GA. WIRE FILTER
CLOTH
FLOW
3
1
WOOD OR STEEL
SUPPORT STAKE
6"
18" MIN.
30" MIN.
CL CL
FILTER CLOTH
5' MAX. C TO C
WOOD OR STEEL
SUPPORT STAKE
FILTER
CLOTH
FILTER
CLOTH
STAPLES (TYP.)
JOINING FENCE SECTIONS
SECTION
COMPACTED BACKFILL IN
TOE ANCHOR TRENCH
EMBED. BOTTOM 12" OF
FILTER CLOTH 6" MIN.
INTO GROUND
FLOW
UNDISTURBED
GROUND
6"
18"
MIN.
30"
MIN.
STANDARD SILT FENCE REQUIREMENTSREINFORCED SILT FENCE REQUIREMENTS
18"
MIN.
NOTES:
1.MAXIMUM FENCE HEIGHT = 36". MESH CAN BE EITHER
INDUSTRIAL POLYPROPYLENE OR STEEL MESH WITH
MAXIMUM 6" OPENING. USE MINIMUM 14 GA. WIRE.
2.EMBED. FILTER CLOTH 6" MIN. INTO GROUND.
3.INSTALL COMPACTED BACKFILL IN TOE ANCHOR TRENCH.
4.FILTER CLOTH TO BE SPUN AROUND STAKES AND STAPLED
AS SHOWN AT ALL FENCE OR MATERIAL SPLICES.
CURB FILTER FOR
CURB INLETS
FILTER FABRIC INSTALLATION
1. A TRENCH SHALL BE PLOWED OR OTHERWISE EXCAVATED
TO THE REQUIRED DEPTH WITH LITTLE, IF ANY, DISTURBANCE
TO THE DOWNSLOPE SIDE OF THE TRENCH. THE BOTTOM
OF THE TRENCH AND THE FENCE TOP SHALL BE PLACED ON
A LEVEL GRADE. WHEN IT IS NECESSARY TO CROSS SMALL
DEPRESSIONS, THE TRENCH BOTTOM AND FENCE TOP EDGE
MAY DEVIATE SLIGHTLY FROM THE LEVEL GRADE. GRADES IN
SUCH SECTIONS SHALL NOT EXCEED ONE PERCENT (1%),
AND THE DEVIATION SHALL NOT EXTEND FOR MORE THAN 25
FEET.
2. SUPPORT STAKES SHALL BE DRIVEN TO THE REQUIRED
DEPTH BELOW THE EXISTING GROUND SURFACE, AT
SPECIFIED INTERVALS.
3. STRETCH AND FASTEN FABRIC TO THE UPSLOPE SIDE OF
THE SUPPORT STAKES. (IF A REINFORCED SECTION, FASTEN
REINFORCEMENT MESH PRIOR TO FASTENING THE FABRIC).
4. WHERE ENDS OF THE FABRIC COME TOGETHER, THEY SHALL
BE OVERLAPPED, FOLDED AND STAPLED TO PREVENT
SEDIMENT BYPASS.
5. THE TOE ANCHOR SHALL BE BACKFILLED AND COMPACTED
TO A DENSITY EQUAL TO SURROUNDING SOILS.
6. IF CONSTRUCTING A REINFORCED SECTION, ATTACH GUY
WIRES TO SUPPORT STAKES. PROVISIONS SHALL BE MADE
FOR EASY LOOSENING AND REMOVAL OF THE GUY WIRES TO
ALLOW FOR ACCESS TO PERFORM MAINTENANCE WORK.
7. BOTH ENDS OF EACH FENCE SECTION SHALL EXTEND AT
LEAST 8 FEET UPSLOPE AT 45 DEGREES TO THE MAIN FENCE
ALIGNMENT.
MAINTENANCE
1. THE FENCE INSTALLATION SHALL BE INSPECTED AFTER ALL
RAINFALL OR SNOWMELT RUNOFF EVENT. ANY NECESSARY
REPAIRS SHALL BE MADE IMMEDIATELY.
2. ACCUMULATED SEDIMENTS SHALL BE REMOVED AS
REQUIRED TO KEEP THE FENCE FUNCTIONAL. IN ALL CASES,
REMOVE DEPOSITS WHERE ACCUMULATIONS REACH 1/2 THE
ABOVE GROUND HEIGHT OF THE FENCE.
3.ALL UNDERCUTTING OR EROSION OF THE TOE ANCHOR
SHALL BE REPAIRED IMMEDIATELY WITH COMPACTED
BACKFILL MATERIALS.
4. ADHERE TO ANY MANUFACTURER'S RECOMMENDATIONS FOR
REPLACING FILTER FABRIC FENCE DUE TO WEATHERING.
5. FILTER FABRIC FENCE THAT HAS BEEN DAMAGED OR
TEMPORARILY REMOVED DURING CONSTRUCTION
ACTIVITIES SHALL BE REPLACED.
6. IN THE EVENT THAT THE FENCE FAILS TO HOLD IN ANY WAY
DUE TO CONCENTRATED FLOWS, THE FAILED SECTION WILL
BE REPLACED IMMEDIATELY WITH A ROCK FILTER OUTLET.
7. IN THE EVENT THAT TOPOGRAPHY REQUIRES THE
STAGGERING OF FILTER FABRIC FENCES, THE FENCE SHALL
BE INSTALLED SUCH THAT THE ENDS OVERLAP A MINIMUM
OF 5 FEET.
UNDISTURBED
GROUND
COMPACTED BACKFILL IN
TOE ANCHOR TRENCH
EMBED. BOTTOM 12"
OF FILTER CLOTH 6"
MIN. INTO GROUND
FILTER
CLOTH
WOOD OR STEEL
SUPPORT STAKE
ELEVATION ELEVATION
NOTE: ALL STAGING AREAS SHALL HAVE TEMPORARY CONSTRUCTION
ENTRANCE.
IS
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NEW VALVE VAULT - ELECTRICAL PLANS
TO MICHIGANROAD WWTP
D
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DESIGNED:
DRAWN:
REVIEWED:
APPROVED:
DATE BYDESCRIPTIONNO.
REVISIONS
SCALE CHECK:THIS MARK SHOULD MEASURE EXACTLY 1" WHEN PLOTTED
ALL RIGHTS RESERVED:
THIS DOCUMENT IS THE PROPERTY OF
GRW ENGINEERS, INC. AND SHALL NOT
BE REPRODUCED IN WHOLE OR IN PART
OR USED FOR CONSTRUCTION OF
OTHER THAN THIS SPECIFIC PROJECT
WITHOUT WRITTEN PERMISSIONCLAY TOWNSHIP REGIONAL WASTE DISTRICT
PROJECT 1601 - 106TH STREET PARALLEL FORCEMAIN
4388-01JWS
TEAM
JWS
JWS
A
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DESIGNED:
DRAWN:
REVIEWED:
APPROVED:
DATE BYDESCRIPTIONNO.
REVISIONS
SCALE CHECK:THIS MARK SHOULD MEASURE EXACTLY 1" WHEN PLOTTED
ALL RIGHTS RESERVED:
THIS DOCUMENT IS THE PROPERTY OF
GRW ENGINEERS, INC. AND SHALL NOT
BE REPRODUCED IN WHOLE OR IN PART
OR USED FOR CONSTRUCTION OF
OTHER THAN THIS SPECIFIC PROJECT
WITHOUT WRITTEN PERMISSIONCLAY TOWNSHIP REGIONAL WASTE DISTRICT
PROJECT 1601 - 106TH STREET PARALLEL FORCEMAIN
4388-01JWS
TEAM
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JWS
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S
C
A
L
E
:
S
H
E
E
T
N
O
.
DESIGNED:
DRAWN:
REVIEWED:
APPROVED:
DATE BYDESCRIPTIONNO.
REVISIONS
SCALE CHECK:THIS MARK SHOULD MEASURE EXACTLY 1" WHEN PLOTTED
ALL RIGHTS RESERVED:
THIS DOCUMENT IS THE PROPERTY OF
GRW ENGINEERS, INC. AND SHALL NOT
BE REPRODUCED IN WHOLE OR IN PART
OR USED FOR CONSTRUCTION OF
OTHER THAN THIS SPECIFIC PROJECT
WITHOUT WRITTEN PERMISSIONCLAY TOWNSHIP REGIONAL WASTE DISTRICT
PROJECT 1601 - 106TH STREET PARALLEL FORCEMAIN
4388-01JWS
TEAM
JWS
JWS
A
S
N
O
T
E
D
0
5
-
2
7
-
2
0
1
6
E
-
0
3
NEW VALVE VAULT
ELECTRICAL ONE-LINE DIAGRAM
N
E
W
V
A
L
V
E
V
A
U
L
T
E
L
E
C
T
R
I
C
A
L
O
N
E
-
L
I
N
E
D
I
A
G
R
A
M
N
O
S
C
A
L
E
S
P
D
P
M
R
D
A
T
E
:
S
C
A
L
E
:
S
H
E
E
T
N
O
.
DESIGNED:
DRAWN:
REVIEWED:
APPROVED:
DATE BYDESCRIPTIONNO.
REVISIONS
SCALE CHECK:THIS MARK SHOULD MEASURE EXACTLY 1" WHEN PLOTTED
ALL RIGHTS RESERVED:
THIS DOCUMENT IS THE PROPERTY OF
GRW ENGINEERS, INC. AND SHALL NOT
BE REPRODUCED IN WHOLE OR IN PART
OR USED FOR CONSTRUCTION OF
OTHER THAN THIS SPECIFIC PROJECT
WITHOUT WRITTEN PERMISSIONCLAY TOWNSHIP REGIONAL WASTE DISTRICT
PROJECT 1601 - 106TH STREET PARALLEL FORCEMAIN
4388-01JWS
TEAM
JWS
JWS
A
S
N
O
T
E
D
0
5
-
2
7
-
2
0
1
6
E
-
0
4
NEW VALVE VAULT
I & C WIRING DIAGRAM
N
E
W
V
A
L
V
E
V
A
U
L
T
I
&
C
W
I
R
I
N
G
D
I
A
G
R
A
M
N
O
S
C
A
L
E
D
A
T
E
:
S
C
A
L
E
:
S
H
E
E
T
N
O
.
DESIGNED:
DRAWN:
REVIEWED:
APPROVED:
DATE BYDESCRIPTIONNO.
REVISIONS
SCALE CHECK:THIS MARK SHOULD MEASURE EXACTLY 1" WHEN PLOTTED
ALL RIGHTS RESERVED:
THIS DOCUMENT IS THE PROPERTY OF
GRW ENGINEERS, INC. AND SHALL NOT
BE REPRODUCED IN WHOLE OR IN PART
OR USED FOR CONSTRUCTION OF
OTHER THAN THIS SPECIFIC PROJECT
WITHOUT WRITTEN PERMISSIONCLAY TOWNSHIP REGIONAL WASTE DISTRICT
PROJECT 1601 - 106TH STREET PARALLEL FORCEMAIN
4388-01JWS
TEAM
JWS
JWS
A
S
N
O
T
E
D
0
5
-
2
7
-
2
0
1
6
E
-
0
5
NEW VALVE VAULT
ACTUATOR CONTROL WIRING DIAGRAM
E
L
E
C
T
R
I
C
V
A
L
V
E
A
C
T
U
A
T
O
R
C
O
N
T
R
O
L
W
I
R
I
N
G
D
I
A
G
R
A
M
T
Y
P
I
C
A
L
F
O
R
2
0
"
A
N
D
1
2
"
K
L
G
P
L
U
G
V
A
L
V
E
D
A
T
E
:
S
C
A
L
E
:
S
H
E
E
T
N
O
.
DESIGNED:
DRAWN:
REVIEWED:
APPROVED:
DATE BYDESCRIPTIONNO.
REVISIONS
SCALE CHECK:THIS MARK SHOULD MEASURE EXACTLY 1" WHEN PLOTTED
ALL RIGHTS RESERVED:
THIS DOCUMENT IS THE PROPERTY OF
GRW ENGINEERS, INC. AND SHALL NOT
BE REPRODUCED IN WHOLE OR IN PART
OR USED FOR CONSTRUCTION OF
OTHER THAN THIS SPECIFIC PROJECT
WITHOUT WRITTEN PERMISSIONCLAY TOWNSHIP REGIONAL WASTE DISTRICT
PROJECT 1601 - 106TH STREET PARALLEL FORCEMAIN
4388-01JWS
TEAM
JWS
JWS
A
S
N
O
T
E
D
0
5
-
2
7
-
2
0
1
6
E
-
0
6
D
A
T
E
:
S
C
A
L
E
:
S
H
E
E
T
N
O
.
DESIGNED:
DRAWN:
REVIEWED:
APPROVED:
DATE BYDESCRIPTIONNO.
REVISIONS
SCALE CHECK:THIS MARK SHOULD MEASURE EXACTLY 1" WHEN PLOTTED
ALL RIGHTS RESERVED:
THIS DOCUMENT IS THE PROPERTY OF
GRW ENGINEERS, INC. AND SHALL NOT
BE REPRODUCED IN WHOLE OR IN PART
OR USED FOR CONSTRUCTION OF
OTHER THAN THIS SPECIFIC PROJECT
WITHOUT WRITTEN PERMISSIONCLAY TOWNSHIP REGIONAL WASTE DISTRICT
PROJECT 1601 - 106TH STREET PARALLEL FORCEMAIN
4388-01JWS
TEAM
JWS
JWS
A
S
N
O
T
E
D
0
5
-
2
7
-
2
0
1
6
E
-
0
7