city of three rivers - fleis & vandenbrink · 2' 2' prop 12 inch san sewer 20'...
TRANSCRIPT
PROJECT LOCATION
ST. JOSEPH COUNTY
SECTION 19, T6S - R11W
POB STA 9+86
THREE
RIVERS
ST
JO
SE
PH
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E. BROADWAY ST.
POE STA 27+17
CO
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SWARTZ & SPRING STREET RECONSTRUCTION
CITY OF THREE RIVERS
ST. JOSEPH COUNTY, MICHIGAN
APRIL 2019
VICINITY MAP
ST. JOSEPH COUNTY
LOCATION MAP
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Know what's below.before you dig.Call
R
1
835200
2960 Lucerne Drive SE
P: 616.977.1000
F: 616.977.1005
Grand Rapids, MI 49546
APRIL 2019
F&V PROJECT NO.
PROJECT LOCATION
INDEX OF DRAWINGS
DESCRIPTION SHEET NO.
COVER SHEET 1
CROSS SECTIONS & NOTES 2
DETAILS 3-4
SESC AND REMOVAL PLAN 5-6
PLAN AND PROFILE 7-10
MAINTENANCE OF TRAFFIC 11
INTERSECTION DETAILS 12-13
LOG OF BORINGS 14
01_835200_C
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30' R.O.W.
R.O
.W
.
R.O
.W
.
EX 25' B-B
SWARTZ STREET (EXISTING)
STA 9+86 (P.O.B.) TO STA 12+13
12' ±12' ±
CONSTR. C
L
EX. CONC WALK
LIMITS OF ROADWAY GRADING
50' R.O.W.
R.O
.W
.
R.O
.W
.
EX 29' B-B
SPRING STREET (EXISTING)
STA 12+13 TO STA 27+17 (P.O.E.)
12.5'12.5'
CONSTR. C
L
LIMITS OF ROADWAY GRADING
EX. CONC WALK
30' R.O.W.
R.O
.W
.
EX 25' B-B
10.5' LANE 10.5' LANE
CONSTR. C
L
EX. CONC WALK
LIMITS OF ROADWAY GRADING
50' R.O.W.
R.O
.W
.
R.O
.W
.
EX 29' B-B
12.5' LANE12.5' LANE
CONSTR. C
L
LIMITS OF ROADWAY GRADING
EX. CONC WALK
PROP 8 INCH WATERMAIN
PROP SAN
SWARTZ STREET (PROPOSED)
STA 9+86 (POB) TO STA 11+50
SPRING STREET (PROPOSED)
STA 15+00 TO STA 27+17 (POE)
EX WATER MAIN
PROP STORM
EX WATER MAIN
PROP WATER MAIN
.5'.5'
2'2'
PROP 12 INCH SAN SEWER
20' EASEMENT
5' 6'
6' 10'
21
PLAN GRADE
21
PLAN GRADE
2'-0"2'-0"
6"
6"
2'-0" 2'-0"
6"6"
SUBBASE, CIP (12 inch)
AGGREGATE BASE, 8 inch
SUBBASE, CIP (12 inch)
AGGREGATE BASE, 8 inch
CURB AND GUTTER, CONC.
DET F4 (TYP. LT & RT)
W/ FIBER REINFORCEMENT
CURB AND GUTTER, CONC.
DET F4 (TYP. LT & RT)
W/ FIBER REINFORCEMENT
R.O
.W
.
PROP. CONC WALK
20' EASEMENT
UNDERDRAIN, SUBBASE, 6 inch
STA 10+70 TO 15+00 (LT & RT)
(CONNECT TO DOWNSTREAM STRUCTURE)
UNDERDRAIN, SUBBASE, 6 inch
STA 15+00 TO 16+70 (LT & RT)
(CONNECT TO DOWNSTREAM STRUCTURE)
ROAD C
L
PLAN GRADE
SWARTZ & SPRING STREET (PROPOSED)
14+50
14+00
13+50
13+00
12+50
12+00
12+00
14+00
14+50
12+50
13+00
13+50
STA 11+50 TO STA 15+00
02_835200_TYPand Notes
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PG 58-28
-
AWI
220
220 LBS/SYD
EST. YIELD
HMA, LVSP
ITEM
HMA, LVSP220 LBS/SYD
HMA APPLICATION TABLE
APPLICATION RATE 0.05 - 0.15 GAL/SYD SS-IH, AS DIRECTED BY ENGINEER.
COURSES OF HMA (PAYMENT INCLUDED IN HMA MIX).
PG 58-28
GRADE
BINDER
REMARKSTYPE
LEVELING1
COURSE
SURFACE2
NOTE: BOND COAT SHALL BE APPLIED BETWEEN SUCCESSIVE
PG 58-28220HAND PATCHING
TON
HMA, LVSP (2 LIFTS TO MATCH
LEVELING AND TOP COURSE)
THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATION AND DEPTH OF EXISTING
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION OF NEW UTILITY. CONFLICTS IN GRADES
SHALL BE REPORTED TO ENGINEER AND ADJUSTMENTS SHALL BE MADE.
THE OWNERS OF EXISTING SERVICE FACILITIES THAT ARE WITHIN THE GRADING OR STRUCTURE
LIMITS WILL MOVE THEM TO LOCATIONS DESIGNATED BY THE ENGINEER OR WILL REMOVE THEM
ENTIRELY FROM THE ROAD RIGHT-OF-WAY. OWNERS OF PUBLIC UTILITIES WILL NOT BE REQUIRED
TO MOVE ADDITIONAL POLES OR STRUCTURES IN ORDER TO FACILITATE THE OPERATION OF
CONSTRUCTION EQUIPMENT UNLESS IT IS DETERMINED BY THE ENGINEER THAT SUCH POLES OR
STRUCTURES CONSTITUTE A HAZARD TO THE PUBLIC OR ARE EXTRAORDINARILY DANGEROUS TO
THE CONTRACTOR'S OPERATIONS.
THE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THESE PLANS REPRESENT THE BEST
INFORMATION AVAILABLE. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE
RESPONSIBILITY TO SATISFY HIMSELF AS TO THEIR ACCURACY OR OF HIS RESPONSIBILITY IN
CASE UTILITIES HAVE BEEN CONSTRUCTED OR REMOVED.
PUBLIC UTILITIES
GAS
ELECTRIC
WATER & SEWERROBERT STAFFORD
1000 BELL RD.
NILES, MI 49120
800-476-1441 EXT 5689
DEPARTMENT OF PUBLIC SERVICES
1015 S. LINCOLN AVE.
THREE RIVERS, MI 49093
269-273-1845
NOTE: ALL ITEMS LISTED ON THE LEGEND MAY
NOT BE PRESENT ON DRAWING.
EXISTING FEATURES LEGEND
27096 OAKLAND DRIVE
PERRYSBURG, OH 43551
419-874-9662 EXT 144
COMCAST /SIGMA NETWORK SERVICES
CABLE TV/
INTERNET
AMERICAN ELECTRIC POWER
DAHARRIS @ AEP.COM
269-926-0683
SEMCO ENERGY
TIFFANY FORBES
601 N. US-131
THREE RIVERS, MI 49093
269-273-0383
FRONTIER COMMUNICATIONS
TELEPHONE
JEREMY McCORD
F&V PROJECT NO.
DESIGN TEAM:
DRAWING INFORMATION:
CHECK BY:
REVISION:
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APRIL 2019
835200
2960 Lucerne Drive SE
P: 616.977.1000
F: 616.977.1005
Grand Rapids, MI 49546
DESIGN. BUILD. OPERATE.
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PG 58-28220HMA APPROACH
330 LBS/SYDDRIVEWAY
HMA, LVSP (PLACED IN
TWO165 lb/ SYD LIFTS)
269-467-4195 AFTER HOURS EMERGENCY
CITY OF THREE RIVERS
MISCELLANEOUS QUANTITIES
THE FOLLOWING ITEMS OF WORK SHALL BE DONE AS THEY APPLY THROUGHOUT THE PROJECT. THESE ITEMS ARE
NOT DETAILED OR INCLUDED ON THE PLAN AND PROFILE SHEETS BUT ARE TO BE USED AS DIRECTED BY THE
ENGINEER, WHERE REQUIRED.
QUANTITY UNIT DESCRIPTION
1 LSUMGENERAL CONDITIONS, BONDS, INSURANCE AND MOBILIZATION, MAX 5%
1 LSUM PRE-CONSTRUCTION VIDEO SURVEY
1 LSUM TRAFFIC CONTROL
100 CYDSUBGRADE UNDERCUTTING, TYPE II
100 CYD TRENCH UNDERCUT AND BACKFILL
5 TON HAND PATCHING
1350 SFTSIDEWALK, CONC, 4 inch
150 SYDSIDEWALK, REM
1200 FTUNDERDRAIN, SUBBASE, 6 inch
6 EADR STRUCTURE TAP, 6 inch
1 EA MONUMENT PRESERVATION
1 EA MONUMENT BOX
1 EAMONUMENT BOX, ADJUST
500 SYD SURFACE RESTORATION
12 EABEND, 45 DEG, 8 inch
8 EABEND, 45 DEG, 6 inch
12 EAWATER SERVICE, RECONNECT TO EX. PLUMBING
200 FTWATER SERVICE, COPPER, 1 inch
03_835200_Details
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F&V PROJECT NO.
DESIGN TEAM:
DRAWING INFORMATION:
CHECK BY:
REVISION:
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APRIL 2019
835200
2960 Lucerne Drive SE
P: 616.977.1000
F: 616.977.1005
Grand Rapids, MI 49546
DESIGN. BUILD. OPERATE.
A
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VALVE BOX
HYDRANT ASSEMBLY
HYDRANT
DRAIN HOLE.
GATE VALVE
WATER LINE
OPEN UNLESS
OTHERWISE DIRECTED.
VALVE BOX BASE
2'-0" MIN
1'-9
" T
O 2
'-3
"
PE
R O
WN
ER
S
ST
AN
DA
RD
FINISHED
GRADE
2'-6" MIN
5'-0" MAX
VARIABLE
MEGALUG
OR EQUAL
MEGALUG
OR EQUAL
SPECIAL SUPPORTS FOR
UNDERGROUND UTILITIES
1
1
SIMILAR SUPPORT METHODS APPLY TO
UTILITIES PARALLELING AND ABOVE
THE PIPE UNDER CONSTRUCTION
NOTE: MAINTAIN EXISTING
COATING ON UTILITY
ELEVATION
SECTION
EXISTING UNDERGROUND
UTILITY
COMPACTED
BACKFILL FOR UTILITY
PIPE SUPPORT
BEDDING
PIPE UNDER CONSTRUCTION
UNDISTURBED GROUND
BEDDING
COMPACTED BACKFILL
FOR UTILITY PIPE
SUPPORT
EXISTING
UNDERGROUND
UTILITY
TEMP. WIRE CABLE SUPPORTS AS
NECESSARY (DO NOT REMOVE
UNTIL BACKFILL IS COMPLETED)
I-BEAM, UTILITY POLE, ETC.
2D
METHODS OF BEDDING PRESSURE PIPE
EXCAVATION FOR BELLS
METHOD I METHOD II
GRANULAR BACKFILL
COMPACTED
GRANULAR BACKFILL
COMPACTED
BELL HOLE EXCAVATIONS
REQUIRED FOR METHODS I & II
SHAPE FOR BARREL
OF PIPE
NOTES:
1. METHOD I: IN AREAS OF UNCONSOLIDATED SOILS
(SAND, GRAVEL, ETC.)
2. METHOD II: IN AREAS OF CONSOLIDATED SOILS
(CLAY, HARDPAN, ROCK, ETC.)
12"
D
D
12"
3" M
IN
SIDEWALK RAMP, CONC, 6 inch DETAIL
NOT TO SCALE
1/4" RADIUS TYP.
2% SLOPE
MIN OF 4" GRANULAR MATERIAL
ROLLED CURB UP TO 18" WHERE
DIRECTED BY ENGINEER
INCLUDED IN PAY ITEM
SIDEWALK RAMP, CONC, 6 inch
5' MIN. WIDTH
UNLESS OTHERWISE SPECIFIED
6"
WELD TOGETHER
SAMPLE MARKING O.D.
TRIM ENDS
OF ANGLES
TO FIT
END VIEW
SIDE OR TOP VIEW
ROUND OFF CORNERS
1/4" DIA.
DIMENSION SCHEDULE
GAUGE O.D.
6"
8"
10"
12"
15"
6.7"
8.0"
10.0"
5.3"
4.0"
9"
6"
8"
6"
4"
BAPIPE SIZE
95% OF MFRS.
ACTUAL INSIDE
DIAMETER
OTHER SIZES TO BE DETERMINED BY ENGINEER
GO, NO-GO GAUGE
FOR
PLASTIC PIPE
GA
UG
E O
.D
.
1/2" ANGLE IRON
(8) REQ'D.
RING MADE FROM
1/2" PLATE
NOTE:
AFTER CONSTRUCTION IS
COMPLETED, TRUE THE
O.D. DIMENSION FOR THE
FULL LENGTH OF "B"
TO = ± 0.010" BY TOOL AND
LATHE OR GRINDING.
A B C
1
2
"
1
2
"
1
2
"
1" D
IA
4
5
°
THE PROPERTY OF THE CONTRACTOR.
ALL UNCLAIMED WATER BOXES BECOME
TO CLAIM ANY EX. WATER BOXES.
NOTE: THE CITY RESERVES THE RIGHT
NOT TO SCALE
WATER SERVICE CONNECTION DETAIL
PROP. W.M.
SERVICE (TYP.)
(REMOVE EX. CURB STOP
AND WATER SERVICE LINE
EX. CURB STOP AND BOX
STREET C
L
EXIST. WATER
NEW CORPORATION STOP
R.O.W. LINE
EX. W.M.
PROP. WATER SERVICE
NEW CURB STOP AND BOX
WATER SERVICE
CONNECT TO EXIST.
AT CURB STOP
R.O.W. LINE
(PLACE IN SIDEWALK)
BACK TO THE MAIN AND
CLOSE EX. CORP STOP)
D
D
GRANULAR BACKFILL
COMPACTED
GRANULAR BACKFILL
COMPACTED
SHAPE FOR BARREL
OF PIPE
12"
12"
4" M
IN
D
12"
3" M
IN
METHOD I METHOD II
EXCAVATION FOR BELLS
DIRECTION OF FLOW
NOTES: 1. METHOD I: IN AREAS OF
UNCONSOLIDATED SOILS (SAND,
GRAVEL, ETC.) 2. METHOD II: IN
AREAS OF CONSOLIDATED SOILS
(CLAY, HARDPAN, ROCK, ETC.) 3.
METHOD III: IN AREAS INDICATED
ON DRAWINGS
APPROVED BACKFILL PLACED AND
COMPACTED A MINIMUM OF 24 HOURS
AFTER PLACING CONCRETE
METHODS OF BEDDING GRAVITY PIPE
3000 PSI
CONCRETE
CRADLE
CEMENT BLOCK OR
BRICK TO PRESERVE
LINE AND GRADE.
METHOD III
D/4
MANHOLE WALL
EXISTING MANHOLE
PIPE CONNECTION
EXISTING
SEWER PIPE
CORE DRILL EX MH WALL.
INSERT KOR-N-SEAL
FLEXIBLE PIPE TO MH
CONNECTOR OR EQUAL.
INTERIOR EXTERIOR
8" MIN
12" MIN
GATE BOX ADJUSTMENT DETAIL
NOT TO SCALE
(APPLIES TO ALL NEW & EXISTING VALVE BOXES IN THE ROADWAY)
HMA BASE &
LEVELING COURSES
HMA SURFACE COURSE
S2 CONCRETE,
ROUGHENED SURFACE
TAMPED 22A GRAVEL
VALVE CHAMBER DETAIL
SECTION
PLAN
4'-0" DIA.
8"
12"
4'-0"
SUMP
5" M
IN
.
13" M
AX
.
PR
EC
AS
T
CO
NC
EN
TR
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C
ON
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3'-0"
CO
NC
EN
TR
IC
C
ON
E
SUMP - 12" Ø x 6" DEEP
#5 TIE RODS
MECHANICAL JOINT (MEGA LUG)
GATE VALVE
FINISHED GRADE
COVER AND FRAME (AS SPECIFIED)
CASTING SET IN FULL BED OF
MORTAR ON PRECAST CONCRETE
ADJUSTING RINGS, OR ON HDPE
ADJUSTING RINGS WITH BUTYL
SEALANT (AS REQUIRED)
PREFABRICATED FLEXIBLE
CONNECTIONS (RUBBER BOOT)
COMPACTED SAND (TYP)
UNDISTURBED GROUND
NOTE: SET ON MIN. 4" GRAVEL
IN IMPERVIOUS SOILS OR WET
CONDITIONS
3500 PSI CONCRETE
VALVE PIER WITH #5
TIE RODS
PRECAST ASTM C478
24" OPENING ABOVE
4' DIA VALVE CHAMBER WHERE
CALLED FOR ON PLANS
NOTES:
1. SAMPLE POINT TO BE USED FOR FUTURE SERVICE LEAD.
2. NO TAP SHALL BE MADE CLOSER THAN 18" TO ANY COUPLING
OR JOINT IN THE PIPE.
COPPER SERVICE LEAD
CONNECTION/SAMPLE POINT
3. STATIONARY ROD REQUIRED IN AREAS OF HIGH GROUNDWATER.
TYPE "K" COPPER
SERVICE
CORPORATION STOP
WATERMAIN
DOUBLE STRAP SADDLE
(WHERE REQUIRED)
EMBEDDED ROD INTO
COTTER PIN SADDLE
COPPER SERVICE TO
BE INSTALLED AFTER
TESTING
STATIONARY ROD
TO WITHIN 1' OF
FINISHED GRADE
CURB STOP BOX
PROPERTY LINE
(VARIES)
TEMPORARY
SAMPLE POINT
EXISTING SIDEWALK
6"
5'-0
" M
IN
CO
VE
R
5'-6
" M
IN
24
" M
IN
4. CURB STOP BOX SHALL HAVE PENTAGON PLUG REMOVED, GREASED
WITH FOOD GRADE GREASE, AND REINSTALLED SO THAT THE TOP
THREADS ARE FLUSH WITH THE HOLE.
NOT TO SCALE
THREE (3) REINFORCED
RUBBER HOSE SECTIONS
WITH DOUBLE STRAND OF
#11 WIRE
FINISHED GRADE
10" DEEP MIN. COMPACTED
BACKFILL MIXTURE
6"x12" COMPACTED BACKFILL
SAUCER
REMOVE ALL WIRE AND
BURLAP FROM TOP OF
ROOTBALL
WRAP #11 DOUBLE STRAND
WIRE AT LEAST TWICE AROUND
EACH POST
BACKFILL MIXTURE TO BE
1/3 SAND, 1/3 TOPSOIL, AND
1/3 PEAT
AGRIFORM PLANT FOOD TABLETS
3" SHREDDED BARK MULCH
WRAP TREE FROM BOTTOM
UP WITH 50% OVERLAP AND
TIE SECURELY
TREE PLANTING DETAIL
POST SPACED EVENLY AT 18" -
WOOD OR STEEL AS DIRECTED BY
OWNER'S REPRESENTATIVE
STA 10+24 TO STA 11+44 LT
RETAINING WALL DETAIL
2.0%
3" HIGH MIINI CAP
4" x 16" CRUSHED STONE OR
COMPACTED COARSE SAND
4" HIGH UNITS
WITH 1" SETBACKS
NOTE: INSTALL RETAINING WALL AND
RELATED WORK IN ACCORDANCE WITH
MANUFACTURERS RECOMMENDATIONS
CLEAN STONE BACKFILL
BEHIND WALL
1 O
N 3
MA
X
4' SIDEWALK
24" M
AX
VA
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04_835200_Details2
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F&V PROJECT NO.
DESIGN TEAM:
DRAWING INFORMATION:
CHECK BY:
REVISION:
CIT
Y O
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APRIL 2019
835200
2960 Lucerne Drive SE
P: 616.977.1000
F: 616.977.1005
Grand Rapids, MI 49546
DESIGN. BUILD. OPERATE.
A
P
P
R
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E
D
F
O
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B
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FL
OW
FL
O
W
4
%
DIA.
MIN. 1.5'R
TYPICAL ON ALL
BENCHES
GROUT FLOW CHANNEL.
PROVIDE SMOOTH,
CONSTANT GRADE
ACROSS STRUCTURE
TABLE A
PIPE SIZE
8" TO 24"
36" TO 42"
27" TO 33"
DIA.
4'-0"
5'-0"
6'-0"
8"
10" 10"
8"
(INCOMING)
PIPE SIZE DROP SIZE
TABLE B
DROPS OF 2'-0" OR MORE
DETAIL FOR INVERT
USE DROP CONNECTION
STANDARD SANITARY MANHOLE
PR
EC
AS
T
EC
CE
NT
RIC
C
ON
E
4" MIN.
(SEE TABLE A)
PLAN
SECTION
VA
RIA
BLE
5" T
O 16"
20"
MA
X.
DIA.=TABLE A
5"
16"
24"
MA
X.
FINISHED GRADE
3000 PSI CONCRETE
POURED IN PLACE
TROWELED SMOOTH
ASTM C-478
PRECAST
CONCRETE
STEPS
CASTING AND COVER
AS SPECIFIED
CASTING SET IN FULL BED OF
MORTAR ON PRECST CONCRETE
ADJUSTING RINGS, OR ON HDPE
ADJUSTING RINGS WITH BUTYL
SEALANT (AS REQUIRED)
PREFABRICATED
FLEXIBLE CONNECTION
(RUBBER BOOT) TYPICAL
3" UP TO 12" PIPE
4" OVER 12" PIPE
SE
E C
ALC
. O
F M
AX
B
UR
Y D
EP
TH
F
OR
A
ST
M C
-478
INCOMING SEWER
GLUE FITTING BELL & SPIGOT
SWEEP ELBOW EMBEDDED IN
CONC. AT 45° W/ SEWER FLOW
RELINER INSIDE DROP BOWL SECURED
WITH STAINLESS STEEL FASTENERS
RELINER STAINLESS STEEL
STRAPS SECURED TO
STRUCTURE WITH STAINLESS
STEEL FASTENERS, AT 4'
INTERVALS (MIN. OF 2)
EXTERNAL PIPE
COUPLER FERNCO
OR EQUAL
2" MAX V NOTCH INVERT
FLO
W
F
L
O
W
GROUT FLOW CHANNEL -
PROVIDE SMOOTH, CONSTANT
GRADE ACROSS STRUCTURE
MIN. 1.5'R
24" OPENING
ABOVE
PIPE SIZE
8" TO 24"
36" TO 42"
27" TO 33"
DIAMETER
4'-0"
5'-0"
6'-0"
STEPS
STANDARD STORM MANHOLE
1/2" PER FT. MIN. SLOPE
TABLE A
SECTION
PLAN
PIP
E
DIA. =TABLE A
6"
20"
MA
X
5" TO 16"
5"
16"
24"
MA
X.
3" MIN.
PIPE
FINISHED
GRADE
CASTING AND COVER
AS SPECIFIED
PRECAST
COMPACTED SAND
OR PEA STONE
NOTE: IF BASE IS PRECAST, SET
ON MIN. 4" OF PEA GRAVEL IN
IMPERVIOUS SOILS OR WET
CONDITIONS
PREFABRICATED FLEXIBLE
CONNECTIONS (RUBBER BOOT)
COMPACTED SAND OR PEA
STONE
3000 PSI CONCRETE
POURED IN PLACE
TROWELED SMOOTH
CASTING SET IN FULL
BED OF MORTAR ON
PRECAST CONCRETE
ADJUSTING RINGS, OR
ON HDPE ADJSUTING
RINGS WITH BUTYL
SEALANT (AS REQUIRED)
16' T
O 25' D
EE
P
AS
TM
C
-76 C
L III
0' T
O 16' D
EE
P
AS
TM
C
-478 O
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-76 III
VA
RIA
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PR
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AS
T
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NT
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CO
NE
16' TO 25
'
DE
EP
10'- 16' D
EE
P0' T
O 10' D
EE
P
3" UP TO 12" PIPE
4" OVER 12" PIPE
CASTING AND COVER AS SPECIFIED
2' DIA. CATCH BASIN WITH SUMP
FINISHED GRADE
5" T
O 16"
20" M
AX
.
2'-0"
2'-0" M
IN
.
2'-0" M
IN
.
3'-8"
4"
6"
PIP
E
CASTING SET IN FULL BED OF
MORTAR ON PRECAST
CONCRETE ADJUSTING RINGS,
OR ON HDPE ADJUSTING
RINGS WITH BUTYL SEALANT
(AS REQUIRED)
PREFABRICATED FLEXIBLE
CONNECTION
(RUBBER BOOT)
ASTM C478
PRECAST
GRANULAR BACKFILL
COMPACTED
NOTE: IF BASE IS PRECAST,
SET ON MIN. 4" OF PEA
GRAVEL IN IMPERVIOUS SOILS
OR WET CONDITIONS
STANDARD CATCH BASIN
PRECAST
PRECAST
CONCENTRIC
OR ECCENTRIC
CONE
5" TO 16"
VA
RIA
BL
E
VA
RIE
S
20
" M
AX
.
2'-0
"
MIN
. S
UM
P
4'-0" DIA.
4" MIN.
PIP
E
ASTM C478
6"
NOTE: IF BASE IS PRECAST, SET ON
MIN. 4" PEA GRAVEL IN IMPERVIOUS
SOILS OR WET CONDITIONS
UNDISTURBED
GROUND
COMPACTED
SAND (TYP.)
PREFABRICATED
FLEXIBLE CONNECTION
(RUBBER BOOT) TYPICAL
CASTING SET IN FULL BED OF
MORTAR ON PRECAST
CONCRETE ADJUSTING RINGS,
OR ON HDPE ADJUSTING RINGS
WITH BUTYL SEALANT (AS
REQUIRED)
CASTING AND COVER AS SPECIFIED
FINISHED GRADE
UTILITY
SPRING LINE
FINISHED BACKFILL GRADE
CROWN
INVERT
UTILITY TRENCHING, EXCAVATING
AND BACKFILLING TERMINOLOGY
SP
EC
IA
L P
IP
E
FO
UN
DA
TIO
NB
ED
DIN
G A
RE
A
TR
EN
CH
B
AC
KF
ILL A
RE
A
CO
MP
AC
T T
O 95%
M
AX
. D
EN
SIT
Y
GRANULAR
MATERIAL
BACKFILL
SUITABLE EXCAVATED MATERIAL
OR
GRANULAR MATERIAL BACKFILL
12"
12"
GRANULAR MATERIAL
BACKFILL
TOP OF
BEDDING
BARREL
GRADE
PAYMENT
LINE
WATER TABLE (VARIABLE)
LIMIT OF PAYMENT FOR SERVICE LINE
6" SANITARY LATERAL
MIN. 2% GRADE
DE
PT
H A
S IN
DIC
AT
ED
ON
D
RA
WIN
GS
O
R
IN
S
PE
CIF
IC
AT
IO
NS
VA
RIA
BLE
12
"
MIN
.
12
"
MA
X.
MARKER
(SEE SPECIFICATIONS)
EASEMENT LINE OR
PROPERTY LINE
CAP END
FINISHED GRADE
45° BEND
ALTERNATE RISER
WITH 90° BEND
REQUIRED ONLY IF DEPTH OF SANITARY
MAINLINE RISER
SEWER IS GREATER THAN 13 FEET.
STANDARD RISER DETAILS
PROPERTY LINE RISER
3"
4
5
°
4
"
M
I
N
.
V
A
R
I
E
S
UNDISTURBED
GROUND
GRANULAR BACKFILL
COMPACTED
6" SERVICE LINE
(SEE PLANS OR
SPECIFICATIONS
FOR DEPTH)
GRANULAR
BACKFILL
COMPACTED
UNDISTURBED GROUND
45° BEND, AS NEEDED
ALTERNATE RISER WITH
90° BEND
ENCASE RISER WITH
PEASTONE
45° BEND
SEWER MAINLINE WYE
SANITARY SEWER
166 x 4
** TEES WITH EQUAL DIAMETER RUN AND THROUGH SHALL
15' MIN.
22 1/2° BEND OR LESS
BE RESTARINED 15' ON EACH LEG OF THE TEE
MINIMUM RESTRAINT REQUIRED EACH WAY OF TEE IS 15 ft.
RESTRAINT REQUIRED FOR BRANCH TEE IS SHOWN IN CHART.
PIPE RESTRAINT CHART [LENGTH IN FEET]
211016
6
8
10
12
SIZES(in)
4
4 8
5
7
8
11
13
16
11 1/4°
3
22 1/2°
6
7810443
90°/TEE*
17 42
23
28
33 79
54
67
45°
12 29
31
59
41
50
DEAD END
22
45° BEND
L
L L
L
90° BEND
L
L
L
PIPE RESTRAINT CHART
LENGTH**
3112 x 8
12 x 6
12 x 4
10 x 8
10 x 6
10 x 4
8 x 6
8 x 4
31
17
29
41
52
43
17
16 x 12
16 x 10
16 x 8
16 x 6
REDUCERS (in)
12 x 10
46
57
66
17
33
REDUCER
15' MIN.
TEE
L
L
15' MIN.
RESTRAINED MECHANICAL JOINT REQUIREMENTS
SHALL APPLY TO BOTH WATERMAIN AND SANITARY FORCEMAIN
HMA LEVELING
COURSE
12" MIN
8" MIN
HMA SURFACE COURSES2 CONCRETE,
ROUGHENED SURFACE
DR STRUCTURE COVER ADJUSTMENT DETAIL
NOT TO SCALE
(APPLIES TO ALL NEW & EXISTING MANHOLES IN THE ROADWAY)
TAMPED 22A GRAVEL
SAW-CUT (TYP)
6" - 45° BEND
TO EXISTING 6" (TYP)
NOT TO SCALE
NEW 8" WATER MAIN CONNECTION
TO EXISTING 4" (TYP)
NOT TO SCALE
NEW 8" WATER MAIN CONNECTION
6" - LENGTH VARIES
8" x 6" WYE
8" GATE VALVE IN
VALVE CHAMBER
8" PLUG
4" - 45° BEND
4" - LENGTH VARIES
8" x 4" WYE
8" GATE VALVE IN
VALVE CHAMBER
8" PLUG
8" WM
6" WM4" WM
8" WM
WATERMAIN OFFSET / RELOCATION DETAIL
5'-0" M
IN
IM
UM
VA
RIA
BLE
FINISHED GRADE
EXISTING WATERMAIN
TO BE RELOCATED
18" M
IN
.
PROPOSED OFFSET OR
RELOCATED WATERMAIN
RELOCATED WATERMAIN (DUCTILE IRON PIPE
PROPOSED OFFSET OR
WITH RESTRAINED JOINTS, MEGA LUG OR EQUAL)
EXISTING OR
PROPOSED
SEWER
SOLID
NOTE: WHEN THE MINIMUM CLEARANCE AND COVER
BE RELOCATED ABOVE THE SEWER.
CAN BE OBTAINED, THE WATERMAIN IS TO
SLEEVE
45° BENDS
(TYPICAL)
D
SANITARY CLEAN OUT DETAIL
3"
FLOW
R/W
SIDEWALK
12"
CURB &
GUTTER
6" x 6" x 6" WYE
SCALE: NONE
6" Ø SEWER LATERAL
2 - 18" LONG REBAR
6" FEMALE ADAPTER
6" x 45° BEND
#4 MINIMUM
6" THREADED CAP
NOTE: PLACE CLEANOUT ONLY WHERE SHOWN
ON PLANS OR DIRECTED BY ENGINEER.
9+7510+00
11+00
12+00
1
3
+
0
0
12+
00
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
16+00
17+00
F&V PROJECT NO.
DESIGN TEAM:
DRAWING INFORMATION:
CHECK BY:
REVISION:
CIT
Y O
F T
HR
EE
R
IV
ER
S
TH
RE
E R
IV
ER
S, S
T J
OS
EP
H C
OU
NT
Y, M
IC
HIG
AN
SW
AR
TZ
A
ND
S
PR
IN
G S
TR
EE
T R
EC
ON
ST
RU
CT
IO
N
APRIL 2019
835200
2960 Lucerne Drive SE
P: 616.977.1000
F: 616.977.1005
Grand Rapids, MI 49546
DESIGN. BUILD. OPERATE.
A
P
P
R
O
V
E
D
F
O
R
B
I
D
D
I
N
G
05-06_835200_R1
040119 peted
SE
SC
A
ND
R
EM
OV
AL
P
LA
N
SB, PD, TP
5
NORTH
NORTH
2 EA - STUMP, REM
SESC LEGEND
PERMANENT / TEMPORARY SEEDING
SILT FENCE
INLET PROTECTION FABRIC DROP
(PROVIDE AT ALL CATCH BASINS)
3
26
29
NOTE: REFER TO MDOT STANDARD PLAN R-96 SERIES FOR KEYING.
SWARTZ STREET
HILL ST.
EX 50' ROW
SPRING STREET
MISCELLANEOUS QUANTITIES (THIS SHEET)
QUANTITY UNIT DESCRIPTION
3 EATREE, REM, 6 inch TO 18 inch
10 EATREE, REM, 19 inch TO 36 inch
2 EATREE, REM, 37 inch OR LARGER
2500 SYDHMA SURFACE, REM
8 EADR STRUCTURE, REM
1500 FTCURB AND GUTTER, REM
120 SYDPAVT, REM
200 SYDSIDEWALK, REM
1 LSUM REMOVE EX SAN & STM SEWER
6 EAEROSION CONTROL, INLET PROTECTION, FABRIC DROP
100 FTEROSION CONTROL, SILT FENCE
2000 SYD SURFACE RESTORATION
REMOVAL LEGEND
HMA SURFACE, REM
SIDEWALK, REM
REMOVAL ITEM
TREE, REM
ABANDON WATER MAIN
(CUT AND PLUG WHERE
PAVT, REM
SWARTZ ST.
EX 30' ROW
SPRING ST.
EX 50' ROW
CONSTANTINE ST.
EX 60' ROW
(SEE ABOVE)
(SEE BELOW)
SE
E S
HE
ET
6
EX
5
0' R
OW
CAUTION ! GAS
CAUTION ! GAS
REMOVAL LIMIT
SEE SHEET 12
REMOVAL LIMIT
SEE SHEET 13
1 EA - GATE BOX, REM
1 EA - GATE BOX, REM
x x x x
SHOWN ON SHTS 8-11)
29
29
29
29
29
29
29
29
26
BULKHEAD EX. STORM SEWER (3
LOCATIONS) INCLUDED IN OTHER
STORM SEWER PAY ITEMS.
PO
B S
TA
9
+8
6
CUT AND PLUG EX WATER MAIN: INCLUDED
IN WATER MAIN TAP PAY ITEM (SEE SHT 8)
3
3
3
3
3
3
EASEMENT
NOTE: REMOVE EXISTING CURB STOP AND WATER SERVICE LINE
BACK TO THE MAIN AND CLOSE THE EXISTING CORP STOP
AFTER CONNECTION OF MAIN SERVICE. WORK INCLUDED IN
PAY ITEM CORP STOP, CURB STOP AND BOX, ___ inch. TYPICAL
ALL EXISTING WATER SERVICES.
ABANDON SANITARY SEWER
IN PLACE W/ FLOWABLE FILL
TEMPORARY GRADING
PERMIT OBTAINED
3 CYD - FLOWABLE FILL
45' RT
17+00
18+00
19+00
20+00
21+00
22+00
22+00
23+
00
24+
00
25+
00
26+
00
27+
00
27+
17
F&V PROJECT NO.
DESIGN TEAM:
DRAWING INFORMATION:
CHECK BY:
REVISION:
CIT
Y O
F T
HR
EE
R
IV
ER
S
TH
RE
E R
IV
ER
S, S
T J
OS
EP
H C
OU
NT
Y, M
IC
HIG
AN
SW
AR
TZ
A
ND
S
PR
IN
G S
TR
EE
T R
EC
ON
ST
RU
CT
IO
N
APRIL 2019
835200
2960 Lucerne Drive SE
P: 616.977.1000
F: 616.977.1005
Grand Rapids, MI 49546
DESIGN. BUILD. OPERATE.
A
P
P
R
O
V
E
D
F
O
R
B
I
D
D
I
N
G
05-06_835200_R1
040119 peted
SE
SC
A
ND
R
EM
OV
AL
P
LA
N
SB, PD, TP
6
NORTH
NORTH
BUCK ST.
EX 50' ROW
SPRING STREET
SE
E S
HE
ET
5
EX
5
0' R
OW
CAUTION ! GAS
REMOVAL LIMIT
SEE SHEET 13
SESC LEGEND
PERMANENT / TEMPORARY SEEDING
SILT FENCE
INLET PROTECTION FABRIC DROP
(PROVIDE AT ALL CATCH BASINS)
3
26
29
NOTE: REFER TO MDOT STANDARD PLAN R-96 SERIES FOR KEYING.
REMOVAL LEGEND
HMA SURFACE, REM
SIDEWALK, REM
REMOVAL ITEM
TREE, REM
ABANDON WATER MAIN
(CUT AND PLUG WHERE
PAVT, REM
x x x x
SHOWN ON SHTS 8-11)
SPRING STREET
(S
EE
A
BO
VE
)
KING ST.
EX 50' ROW
EX
5
0' R
OW
(S
EE
B
ELO
W)
EX
5
0' R
OW
CAUTION ! GAS
2 EA - GATE BOX, REM
29
29
29
29
29
29
29
29
29
29
29
MISCELLANEOUS QUANTITIES (THIS SHEET)
QUANTITY UNIT DESCRIPTION
7 EATREE, REM, 6 inch TO 18 inch
9 EATREE, REM, 19 inch TO 36 inch
3 EA 37 inch OR LARGER
3100 SYDHMA SURFACE, REM
19 EADR STRUCTURE, REM
2000 FTCURB AND GUTTER, REM
160 SYDPAVT, REM
320 SYDSIDEWALK, REM
12 EAEROSION CONTROL, INLET PROTECTION, FABRIC DROP
2500 SYD SURFACE RESTORATION
1 EA - STUMP, REM
PO
E S
TA
2
7+
17
CUT AND PLUG EX WATER MAIN:
INCLUDED IN WATER MAIN TAP PAY ITEM
(SEE SHEET 10)
3
3
3
3
3
3
3
3
3
TRIM SHRUBS, INCLUDED IN PAY
ITEM ROADWAY GRADING
CUT AND PLUG EX WATER MAIN:
INCLUDED IN WATER MAIN TAP
PAY ITEM (SEE SHEET 10)
REMOVAL LIMIT
SEE SHEET 13
1 EA - HYDRANT, REM
NOTE: REMOVE EXISTING CURB STOP AND WATER SERVICE LINE
BACK TO THE MAIN AND CLOSE THE EXISTING CORP STOP
AFTER CONNECTION OF MAIN SERVICE. WORK INCLUDED IN
PAY ITEM CORP STOP, CURB STOP AND BOX, ___ inch. TYPICAL
ALL EXISTING WATER SERVICES.
9+7510+00
11+00
12+00
1
3
+
0
0
785
790
795
800
805
810
815
820
825
830
785
790
795
800
805
810
815
820
825
830
9+50 10+00 11+00 12+00
81
1.4
6
81
1.5
4
81
1.3
6
81
0.3
1
80
7.6
0
-1.7
9%
0.61%
1.8
3%
-1.00%
PV
I S
TA
=
9
+8
5.9
3
PV
I E
LE
V =
8
11
.2
6
PV
I S
TA
=
9
+9
8.0
0
PV
I E
LE
V =
8
11
.4
8
PV
I S
TA
=
1
0+
14
.0
0
PV
I E
LE
V =
8
11
.3
2
PVI STA=10+80.00
PVI ELEV=811.72
A.D.=2.39%
K=20.88
BV
CS
: 1
0+
55
.0
0
BV
CE
: 8
11
.5
7
EV
CS
: 1
1+
05
.0
0
EV
CE
: 8
11
.2
7
HIGH PT STA=10+67.66
HIGH PT ELEV=811.61
50.00'VC
PVI STA=11+65.00
PVI ELEV=810.20
A.D.=5.63%
K=12.44
BV
CS
: 1
1+
30
.0
0
BV
CE
: 8
10
.8
3
EV
CS
: 1
2+
00
.0
0
EV
CE
: 8
07
.6
0
70.00'VC
235 FT. SAN SEWER, 12 inch @ 0.88%
I
N
V
8
0
1
.
7
0
(
1
2
"
E
)
I
N
V
8
0
1
.
8
0
(
1
2
"
S
)
C
L C
ON
ST
AN
TIN
E S
TR
EE
T
I
N
V
8
0
4
.
8
9
(
8
"
N
)
I
N
V
8
0
2
.
1
5
(
1
2
"
N
)
INSIDE DROP
CONNECTION
F&V PROJECT NO.
DESIGN TEAM:
DRAWING INFORMATION:
CHECK BY:
REVISION:
CIT
Y O
F T
HR
EE
R
IV
ER
S
TH
RE
E R
IV
ER
S, S
T J
OS
EP
H C
OU
NT
Y, M
IC
HIG
AN
SW
AR
TZ
A
ND
S
PR
IN
G S
TR
EE
T R
EC
ON
ST
RU
CT
IO
N
APRIL 2019
835200
2960 Lucerne Drive SE
P: 616.977.1000
F: 616.977.1005
Grand Rapids, MI 49546
DESIGN. BUILD. OPERATE.
A
P
P
R
O
V
E
D
F
O
R
B
I
D
D
I
N
G
07_835200_PP1
042319 peted
PL
AN
-P
RO
FIL
E S
HE
ET
SB, PD, TP
7
NORTH
PROPOSED ROAD C/L PROFILE
BM #7E EL. 812.75'
SE COR STEP TO SIDE DOOR TO HSE @ NE QUAD
SWARTZ & CONSTANTINE
PROPOSED HMA PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED CONCRETE CURB & GUTTER
LEGEND
1 EA - WATER MAIN, TAP, 8 inch
1 EA - GATE VALVE AND BOX, 8 inch
1 EA - VALVE CHAMBER
1 EA - SAN MH, 48 inch DIA
1 EA - INSIDE DROP CONNECTION
1 EA - DR STRUCTURE COVER, TYPE Q
1 EA - SAN SEWER, TAP, 8 inch
1 EA - DR STRUCTURE TAP, SANITARY, 12 inch
SWARTZ STREET
CONSTANTINE ST.
CAUTION! GAS
EX 60' ROW
SPRING STREET
E
X
5
0
'
R
O
W
S
E
E
S
H
E
E
T
9
1 EA - FIRE HYDRANT
STA 10+38, 15' RT
1 EA - GATE VALVE AND BOX, 6 inch
1 EA - TEE, 8 inch X 8 inch x 6 inch
20 FT - WATER MAIN, DI, 6 inch
CAUTION! GAS
SAN SEWER, 12 inch
DRIVEWAY ELEVATIONS AT R.O.W. (LEFT SIDE)
DRIVEWAY ELEVATIONS AT R.O.W. (RIGHT SIDE)
5' M
IN
. C
OV
ER
PROVIDE 18" MIN. CLEARANCE
BETWEEN PROP. WATER MAIN & SEWER
QUANTITIES (THIS SHEET)
QUANTITY UNIT DESCRIPTION
2.13 STA ROADWAY GRADING
750 SYDAGGREGATE BASE, 8 inch
300 CYDSUBBASE, CIP
180 TONHMA, LVSP
370 FTCURB AND GUTTER, CONC, DET F4
20 SYDDRIVEWAY, NONREINF, CONC, 6 inch
25 FTWATER SERVICE, COPPER, 1 inch
1 EAWATER SERVICE, RECONNECT
1 EACORP STOP, CURB STOP AND BOX, 1 inch
35 FTSAN LATERAL, 6 inch
2 EA LATERAL RECONNECT
20'
EA
SE
ME
NT
CIT
Y O
F
TH
RE
E
RIV
ER
S
DRIVEWAY, NONREINF CONC, 6 Inch (TYP)
WATER MAIN, DI, 8 inch
221 FT - WATER MAIN, DI, 8 inch
150 SFT - RETAINING WALL
39 FT - SAN SEWER, 12 inch @ 0.90%
5 FT - SAN SEWER, 8 inch @ 0.24%
(MATCH EXISTING)
PLANTING QUANTITIES (MISC)
QUANTITY UNIT BOTANICAL NAME COMMON NAME
2 EAOSTRYA VIRGINIANA, 2 inch
AMERICAN HOPHORNBEAM
2 EAACER RUBRUM, 2 inch
RED MAPLE
2 EAQUERCUS RUBRA, 2 inch
NORTHERN RED OAK
2 EAZELKOVA SERRATA, 2 inch
GREEN VASE ZELKOVA
2 EAMALUS CRABAPPLE, 2 inch
FLOWERING CRABAPPLE
2 EACORNUS FLORIDA, 2 inch
FLOWERING DOGWOOD
2 EAPYRUS CALLERYANA "CLEVELAND", 2 inch
CLEVELAND SELECT
2 EACERCIS CANADENSIS, 2 inch
EASTERN REDBUD
NOTE: CONTRACTOR SHALL PLANT TREE SPECIES AT LOCATIONS SELECTED BY THE CITY.
CONTRACTOR SHALL COORDINATE POLE
SUPPORT WITH UTILITY DURING STORM
SEWER PLACEMENT. (INCLUDED IN
PAYMENT FOR CONSTRUCTION ITEMS)
PO
B S
TA
9
+8
6
45' RT
1
0
'
12+
00
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
16+00
17+00
S
B
-1
790
795
800
805
810
815
820
825
790
795
800
805
810
815
820
825
12+00 13+00 14+00 15+00 16+00 17+00
807.60
806.35
807.46
808.27
808.80
809.24
809.67
810.14
810.65
810.92
810.73
1.01%
-
7
.4
2
%
2.4
0%
0.87%
PV
I S
TA
=
15+
20.88
PV
I E
LE
V =
809.85
PVI STA=12+25.00
PVI ELEV=805.75
A.D.=9.82%
K=4.07
BV
CS
: 12+
05.00
BV
CE
: 807.23
EV
CS
: 12+
45.00
EV
CE
: 806.23
LOW PT ELEV=806.11
LOW Pt STA=12+35.22
40.00'VC PVI STA=13+25.00
PVI ELEV=808.15
A.D.=1.53%
K=84.77
BV
CS
: 12+
60.00
BV
CE
: 806.59
EV
CS
: 13+
90.00
EV
CE
: 808.71
130.00'VC
PVI STA=16+35.00
PVI ELEV=811.00
A.D.=1.43%
K=35.04
BV
CS
: 16+
10.00
BV
CE
: 810.75
EV
CS
: 16+
60.00
EV
CE
: 810.90
HIGH PT STA=16+45.31
HIGH PT ELEV=810.93
50.00'VC
241 FT - STORM SEWER, 12 inch @ 0.35%
PR
OP
S
TM
C
B
RIM
=
805.47
ST
A 12+
35.00, 16.0' R
T
I
N
V
8
0
1
.
5
0
(
1
2
"
N
E
)
I
N
V
8
0
2
.
4
0
(
1
2
"
S
W
)
281 FT- SAN SEWER, 8 inch @ 0.40%
PR
OP
S
AN
M
H
RIM
=
809.67
ST
A 15+
04.25, 0'
PR
OP
S
AN
M
H
RIM
=
806.03
ST
A 12+
29.00, 11' R
T
I
N
V
8
0
0
.
7
4
(
8
"
N
)
I
N
V
8
0
0
.
7
4
(
8
"
S
)
I
N
V
8
0
3
.
1
5
(
8
"
E
)
C
L H
ILL S
TR
EE
T
PR
OP
S
TM
C
B
RIM
=
809.25
ST
A 14+
92.00, -13.5' LT
I
N
V
7
9
7
.
1
5
(
1
2
"
N
E
)
I
N
V
7
9
7
.
1
5
(
1
2
"
S
)
PR
OP
S
TM
C
B
RIM
=
809.40
ST
A 15+
49, 29.0' LT
'
I
N
V
8
0
6
.
3
0
(
1
2
"
S
E
)
PR
OP
S
TM
C
B
RIM
=
809.35
ST
A 15+
10.00, 13.5' R
T
I
N
V
7
9
9
.
6
3
(
8
"
N
)
I
N
V
7
9
9
.
6
3
(
1
2
"
W
)
I
N
V
7
9
9
.
5
3
(
1
2
"
E
)
PR
OP
S
AN
M
H
RIM
=
809.85
ST
A 15+
35.00, 0'
I
N
V
8
0
0
.
8
7
(
8
"
N
)
I
N
V
8
0
0
.
8
7
(
8
"
S
)
18" MIN
18" MIN
PR
OP
S
TM
C
B
RIM
=
806.00
ST
A 12+
51.75, 13.5' R
T
I
N
V
8
0
1
.
3
8
(
1
2
"
W
)
I
N
V
8
0
1
.
3
8
(
1
2
"
S
W
)
I
N
V
7
9
7
.
0
2
(
1
2
"
S
W
)
I
N
V
7
9
7
.
0
2
(
1
5
"
N
)
I
N
V
8
0
5
.
1
6
(
1
2
"
S
E
)
I
N
V
8
0
6
.
1
5
(
1
2
"
N
W
)
297 FT - STORM SEWER, 15 inch @ 0.35%
35 FT - STORM SEWER, 12 inch @ 0.37%
25 FT - STORM SEWER, 12 inch @ 0.48%
PR
OP
S
TM
M
H
RIM
=
809.80
ST
A 15+
29.00, 6.0' LT
24 FT - STORM SEWER, 12 inch @ 3.75&
I
N
V
8
0
1
.
5
0
(
1
2
"
N
E
)
INSIDE DROP CONNECTION
31 FT - SAN SEWER, 8 inch @ 0.42%
F&V PROJECT NO.
DESIGN TEAM:
DRAWING INFORMATION:
CHECK BY:
REVISION:
CIT
Y O
F T
HR
EE
R
IV
ER
S
TH
RE
E R
IV
ER
S, S
T J
OS
EP
H C
OU
NT
Y, M
IC
HIG
AN
SW
AR
TZ
A
ND
S
PR
IN
G S
TR
EE
T R
EC
ON
ST
RU
CT
IO
N
APRIL 2019
835200
2960 Lucerne Drive SE
P: 616.977.1000
F: 616.977.1005
Grand Rapids, MI 49546
DESIGN. BUILD. OPERATE.
A
P
P
R
O
V
E
D
F
O
R
B
I
D
D
I
N
G
08_835200_PP2
042319 peted
PL
AN
-P
RO
FIL
E S
HE
ET
SB, PD, TP
8
NORTH
PROPOSED ROAD C/L PROFILE
BM #7D EL. 811.14'
SE COT BOTTOM STEP TO HSE #703 @ SW QUAD
SPRING & HILL
1 EA - DR STRUCTURE, 48 inch DIA
1 EA - DR STRUCTURE COVER, TYPE KK
1 EA - DR STRUCTURE, 48 inch DIA
RIM = 807.00 STA 12+51, 13.5 LT
INV = 801.24 (12" E) INV = 798.00 (12" N)
1 EA - DR STRUCTURE COVER, TYPE K
1 EA - DR STRUCTURE, 24 inch DIA
STA 15+10, 13.5' RT
RIM = 809.40
INV= 806.00 (12"NW)
1 EA - DR STRUCTURE COVER, TYPE K
30 FT - STORM SEWER, 12 inch @ 0.50%
1 EA - DR STRUCTURE, 48 inch DIA
1 EA - DR STRUCTURE COVER, TYPE K
1 EA - DR STRUCTURE, 24 inch DIA
1 EA - DR STRUCTURE COVER, TYPE K
30 FT - STORM SEWER, 12 inch @ 0.50%
3 EA - BEND, 45 DEG, 8 INCH
1 EA - BEND, 22.5 DEG, 8 INCH
2 EA - BEND, 22.5 DEG, 8 INCH
SPRING STREET
SWARTZ STREET
EX 30' ROW
SEE SHEET 8
HILL STREET
EX 50' ROW
EX
5
0' R
OW
SE
E S
HE
ET
1
0
CAUTION! GAS
1 EA - SAN MH, 48 inch DIA
1 EA - DR STRUCTURE COVER, TYPE Q
10 FT - SAN SEWER, 12 inch
MATCH EX 0.65% SLOPE
1 EA - SAN SEWER, TAP, 12 inch
MATCH EX 0.65% SLOPE
CAUTION! GAS
STORM SEWER, 15 inch
SAN SEWER, 8 inch
1 EA - DR STRUCTURE, 48 inch DIA
1 EA - DR STRUCTURE COVER, TYPE B
1 EA - FIRE HYDRANT
STA 16+61, 18' RT
1 EA - GATE VALVE AND BOX, 6 inch
1 EA - TEE, 8 inch X 8 inch x 6 inch
8 FT - WATER MAIN, DI, 6 inch
1 EA - GATE VALVE AND BOX, 8 inch
1 EA - VALVE CHAMBER
1 EA - SAN MH, 48 inch DIA
1 EA - DR STRUCURE COVER, TYPE Q
5' M
IN
C
OV
ER
PROPOSED HMA PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED CONCRETE CURB & GUTTER
LEGEND
DRIVEWAY ELEVATIONS AT R.O.W. (LEFT SIDE)
DRIVEWAY ELEVATIONS AT R.O.W. (RIGHT SIDE)
PROVIDE 18" MIN. CLEARANCE
BETWEEN PROP. WATER MAIN & SEWER
QUANTITIES (THIS SHEET)
QUANTITY UNIT DESCRIPTION
5.0 STA ROADWAY GRADING
1600 SYDAGGREGATE BASE, 8 inch
640 CYDSUBBASE, CIP
380 TONHMA, LVSP
1010 FTCURB AND GUTTER, CONC, DET F4
115 SYDDRIVEWAY, NONREINF, CONC, 6 inch
335 FTWATER SERVICE, COPPER, 1 inch
12 EAWATER SERVICE, RECONNECT
13 EACORP STOP, CURB STOP AND BOX, 1 inch
260 FTSAN LATERAL, 6 inch
12 EA LATERAL RECONNECT
CAUTION! GAS
1 EA - SAN MH, 48 inch DIA
1 EA - INSIDE DROP CONNECTION
1 EA - DR STRUCTURE COVER, TYPE Q
25 FT - SAN SEWER, 8 inch @ 0.42%
(MATCH EXISTING)
1 EA - SAN SEWER, TAP, 8 inch
1 EA - DR STRUCTURE, 48 inch DIA
1 EA - DR STRUCTURE COVER, TYPE KK
27 FT - STORM SEWER, 12 inch @ 0.50%
SAN SEWER, 8 inch
STORM SEWER, 12 inch
WATER MAIN, DI, 8 inch
750 SFT - SIDEWALK, CONC, 4 inch
(13 LOCATIONS)
465 FT - WATER MAIN, DI, 8 inch
EX 20'
EASEMENT
799.42
798.62
799.82
ELEV
ELEV
798.22
ELEV
ELEV
1 EA - DR STRUCTURE TAP, 12 inch
CONTRACTOR SHALL COORDINATE POLE
SUPPORT WITH UTILITY DURING STORM
SEWER PLACEMENT. (INCLUDED IN
PAYMENT FOR CONSTRUCTION ITEMS)
1
0
'
10'
1
0
'
SB
-
17+00
18+00
19+00
20+00
21+00
22+00
790
795
800
805
810
815
820
825
790
795
800
805
810
815
820
825
17+00 18+00 19+00 20+00 21+00 22+00
81
0.7
3
81
0.5
2
81
0.3
1
81
0.3
1
81
0.6
9
81
0.8
2
81
0.6
2
81
0.3
3
81
0.1
0
81
0.2
7
81
0.5
3
0.52%
0.81% -0.57%
-0.42%
PVI STA=21+03.00
PVI ELEV=810.03
A.D.=1.09%
K=45.69
BV
CS
: 2
0+
78
.0
0
BV
CE
: 8
10
.1
7
EV
CS
: 2
1+
28
.0
0
EV
CE
: 8
10
.1
6
LOW PT ELEV=810.10
LOW Pt STA=21+04.25
50.00'VC
PVI STA=18+33.88
PVI ELEV=810.17
A.D.=1.23%
K=40.76
BV
CS
: 1
8+
08
.8
8
BV
CE
: 8
10
.2
7
EV
CS
: 1
8+
58
.8
8
EV
CE
: 8
10
.3
7
LOW PT ELEV=810.24
LOW Pt STA=18+25.97
50.00'VC
PVI STA=19+35.88
PVI ELEV=810.99
A.D.=1.38%
K=72.36
BV
CS
: 1
8+
85
.8
8
BV
CE
: 8
10
.5
9
EV
CS
: 1
9+
85
.8
8
EV
CE
: 8
10
.7
0
HIGH PT STA=19+44.32
HIGH PT ELEV=810.82
100.00'VC
278 FT - STORM SEWER, 18 inch @ 0.35%
166 FT - STORM SEWER, 18 inch @ 0.35%
PR
OP
S
TM
M
H
RIM
=
8
10
.0
2
ST
A 2
1+
04
.0
0, 6
.0
' L
T
PR
OP
S
TM
M
H
RIM
=
8
10
.0
0
ST
A 1
8+
26
.0
', 6
.0
' L
T
363 FT- SAN SEWER, 8 inch @ 0.40%
I
N
V
7
9
5
.
0
0
(
1
8
"
N
)
I
N
V
7
9
5
.
0
0
(
1
8
"
S
)
I
N
V
8
0
6
.
5
0
(
1
2
"
E
)
I
N
V
8
0
6
.
4
6
(
1
2
"
W
)
I
N
V
7
9
5
.
9
7
(
1
5
"
S
)
I
N
V
7
9
5
.
9
7
(
1
8
"
N
)
I
N
V
8
0
6
.
4
6
(
1
2
"
W
)
I
N
V
8
0
6
.
5
0
(
1
2
"
E
)
PR
OP
S
AN
M
H
RIM
=
8
10
.6
5
ST
A 1
9+
00
.0
'
I
N
V
8
0
2
.
3
1
(
8
"
N
)
I
N
V
8
0
2
.
3
1
(
8
"
S
)
365 FT- SAN SEWER, 8 inch @ 0.40%
F&V PROJECT NO.
DESIGN TEAM:
DRAWING INFORMATION:
CHECK BY:
REVISION:
CIT
Y O
F T
HR
EE
R
IV
ER
S
TH
RE
E R
IV
ER
S, S
T J
OS
EP
H C
OU
NT
Y, M
IC
HIG
AN
SW
AR
TZ
A
ND
S
PR
IN
G S
TR
EE
T R
EC
ON
ST
RU
CT
IO
N
APRIL 2019
835200
2960 Lucerne Drive SE
P: 616.977.1000
F: 616.977.1005
Grand Rapids, MI 49546
DESIGN. BUILD. OPERATE.
A
P
P
R
O
V
E
D
F
O
R
B
I
D
D
I
N
G
09_835200_PP3
041919 peted
PL
AN
- P
RO
FIL
E S
HE
ET
SB, PD, TP
9
NORTH
PROPOSED ROAD C/L PROFILE
BM #7B EL. 811.44'
SW COR BOTTOM STEP TO HSE # 616 SPRING,
0.35' ABOVE WALK
1 EA - DR STRUCTURE, 24 inch DIA
STA 21+04, 13.5' LT
RIM = 809.80
INV= 806.50 (12" E)
1 EA - DR STRUCTURE COVER, TYPE K
8 FT - STORM SEWER, 12 inch @ 0.50%
SPRING STREET
EX
5
0' R
OW
SE
E S
HE
ET
9
EX
5
0' R
OW
SE
E S
HE
ET
1
1
CAUTION! GAS
1 EA - DR STRUCTURE, 24 inch DIA
STA 21+04, 13.5' RT
RIM = 809.80
INV= 806.60 (12" W)
1 EA - DR STRUCTURE COVER, TYPE K
20 FT - STORM SEWER, 12 inch @ 0.50%
1 EA - DR STRUCTURE, 24 inch DIA
STA 18+40, 13.5' LT
RIM =809.90
INV = 806.50 (12" E)
1 EA - DR STRUCTURE COVER, TYPE K
8 FT - STORM SEWER, 12 inch @ 0.50%
1 EA - DR STRUCTURE, 24 inch DIA
STA 18+40, 13.5' RT
RIM = 809.90
INV= 806.60 (12" W)
1 EA - DR STRUCTURE COVER, TYPE K
20 FT - STORM SEWER, 12 inch @ 0.50%
STORM SEWER, 18 inch
5' M
IN
. C
OV
ER
PROPOSED HMA PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED CONCRETE CURB & GUTTER
LEGEND
DRIVEWAY ELEVATIONS AT R.O.W. (LEFT SIDE)
DRIVEWAY ELEVATIONS AT R.O.W. (RIGHT SIDE)
PROVIDE 18" MIN. CLEARANCE
BETWEEN PROP. WATER MAIN & SEWER
QUANTITIES (THIS SHEET)
QUANTITY UNIT DESCRIPTION
5.0 STA ROADWAY GRADING
1500 SYDAGGREGATE BASE, 8 inch
600 CYDSUBBASE, CIP
350 TONHMA, LVSP
1000 FTCURB AND GUTTER, CONC, DET F4
125 SYDDRIVEWAY, NONREINF, CONC, 6 inch
350 FTWATER SERVICE, COPPER, 1 inch
14 EAWATER SERVICE, RECONNECT
14 EACORP STOP, CURB STOP AND BOX, 1 inch
260 FTSAN LATERAL, 6 inch
13 EA LATERAL RECONNECT
1 EA - SAN MH, 48 inch DIA
1 EA - DR STRUCTURE COVER, TYPE Q
1 EA - DR STRUCTURE, 48 inch DIA
1 EA - DR STRUCTURE COVER, TYPE B
1 EA - DR STRUCTURE, 48 inch DIA
1 EA - DR STRUCTURE COVER, TYPE B
WATER MAIN, DI, 8 inch
SAN SEWER, 8 inch
STORM SEWER, 18 inch
50 SFT - SIDEWALK,
CONC, 6 inch
700 SFT - SIDEWALK, CONC, 4 inch
(15 LOCATIONS)
500 FT - WATER MAIN, DI, 8 inch
801.01
801.41
ELEV
800.61
ELEV
ELEV
801.81
ELEV
800.21
ELEV
799.82
ELEV
1 EA - UTILITY VALVE, ADJ
10'
SB
-
22+00
23+
00
24+
00
25+
00
26+
00
27+
00
27+
17
S
B
-
3
785
790
795
800
805
810
815
820
825
785
790
795
800
805
810
815
820
825
22+00 23+00 24+00 25+00 26+00 27+00 27+22
81
0.5
5
81
0.8
0
81
0.7
4
81
1.0
2
81
1.2
9
81
1.3
6
81
1.1
7
81
0.9
3
81
0.6
8
81
0.4
3
81
0.4
9
1.11%
-0.50%
0.49%
-5.92%
-0.36%
0.57%
PV
I S
TA
=
2
6+
95
.2
2
PV
I E
LE
V =
8
10
.7
7
PV
I S
TA
=
2
6+
60
.0
0
PV
I E
LE
V =
8
10
.3
8
PV
I S
TA
=
2
2+
60
.7
3
PV
I E
LE
V =
8
10
.8
5
PV
I S
TA
=
2
7+
04
.0
0
PV
I E
LE
V =
8
10
.2
5
PV
I S
TA
=
2
2+
97
.0
0
PV
I E
LE
V =
8
10
.7
2
PVI STA=24+34.05
PVI ELEV=811.50
A.D.=1.06%
K=93.91
BV
CS
: 2
3+
84
.0
5
BV
CE
: 8
11
.2
2
EV
CS
: 2
4+
84
.0
5
EV
CE
: 8
11
.2
5
HIGH PT STA=24+37.50
HIGH PT ELEV=811.37
100.00'VC
227 FT - STORM SEWER, 12 inch @ 0.50%
163 FT - STORM SEWER, 12 inch @ 0.50%
45 FT - STORM SEWER, 12 inch @ 0.51%
PR
OP
S
TM
C
B
RIM
=
8
10
.1
0
ST
A 2
7+
05
.0
0, 3
.0
' L
T
PR
OP
S
TM
M
H
RIM
=
8
10
.2
6
ST
A 2
6+
60
.0
0, 6
.0
' L
T
PR
OP
S
TM
M
H
RIM
=
8
11
.0
5
ST
A 2
4+
97
.0
0, 6
.0
' L
T
PR
OP
S
TM
M
H
RIM
=
8
10
.7
0
ST
A 2
2+
70
.0
0, 6
.0
' L
T
PR
OP
S
AN
M
H
RIM
=
8
10
.7
8
ST
A 2
6+
91
.0
0, 0
'
I
N
V
8
0
5
.
4
5
(
8
"
S
)
I
N
V
8
0
3
.
7
5
(
8
"
N
)
I
N
V
8
0
3
.
7
5
(
8
"
S
)
I
N
V
7
9
4
.
4
2
(
1
8
"
S
)
I
N
V
8
0
1
.
5
1
(
1
2
"
N
)
I
N
V
8
0
6
.
6
4
(
1
2
"
N
)
I
N
V
8
0
6
.
6
5
(
1
2
"
S
)
I
N
V
7
9
3
.
5
5
(
4
2
"
E
)
I
N
V
7
9
3
.
6
5
(
4
2
"
W
)
I
N
V
8
0
3
.
4
7
(
1
2
"
N
)
I
N
V
8
0
3
.
4
7
(
1
2
"
S
)
I
N
V
8
0
6
.
4
6
(
1
2
"
W
)
I
N
V
8
0
6
.
7
0
(
1
2
"
E
)
I
N
V
8
0
3
.
7
0
(
1
2
"
S
)
I
N
V
8
0
2
.
6
5
(
1
2
"
N
)
I
N
V
8
0
2
.
6
5
(
1
2
"
S
)
I
N
V
8
0
8
.
0
8
(
8
"
W
)
I
N
V
8
0
8
.
1
6
(
8
"
E
)
PR
OP
S
AN
M
H
RIM
=
8
11
.2
6
ST
A 2
4+
80
.0
0, 0
'
I
N
V
8
0
4
.
6
1
(
8
"
S
)
I
N
V
8
0
4
.
6
1
(
8
"
N
)
I
N
V
8
0
7
.
0
5
(
1
2
"
W
)
PR
OP
S
TM
C
B
RIM
=
8
10
.3
5
ST
A 2
2+
30
.0
0, 1
3.5
' R
T
I
N
V
8
0
7
.
0
0
(
1
2
"
W
)
C
L K
IN
G S
TR
EE
T
C
L B
UC
K S
TR
EE
T
211 FT- SAN SEWER, 8 inch @ 0.40%
PR
OP
S
TM
C
B
RIM
=
8
10
.4
0
ST
A 2
2+
98
.0
0, 1
4' R
T
I
N
V
8
0
6
.
9
0
(
1
2
"
S
)
I
N
V
8
0
6
.
9
0
(
1
2
"
E
)
18" MIN
217 FT- SAN SEWER, 8 inch @ 0.40%
PR
OP
S
TM
C
B
RIM
=
8
10
.4
0
ST
A 2
2+
96
.0
0, -1
3.5
' L
T
PR
OP
S
TM
M
H
RIM
=
8
10
.8
4
ST
A 2
2+
63
.0
0, 0
.0
'
F&V PROJECT NO.
DESIGN TEAM:
DRAWING INFORMATION:
CHECK BY:
REVISION:
CIT
Y O
F T
HR
EE
R
IV
ER
S
TH
RE
E R
IV
ER
S, S
T J
OS
EP
H C
OU
NT
Y, M
IC
HIG
AN
SW
AR
TZ
A
ND
S
PR
IN
G S
TR
EE
T R
EC
ON
ST
RU
CT
IO
N
APRIL 2019
835200
2960 Lucerne Drive SE
P: 616.977.1000
F: 616.977.1005
Grand Rapids, MI 49546
DESIGN. BUILD. OPERATE.
A
P
P
R
O
V
E
D
F
O
R
B
I
D
D
I
N
G
10_835200_PP4
041719 peted
PL
AN
- P
RO
FIL
E S
HE
ET
SB, PD, TP
10
NORTH
EX 50' ROW
EX 50' ROW
PROPOSED ROAD C/L PROFILE
BM #7A EL. 812.06'
SW COR BOTTOM STEP TO HSE #516 @ NE QUAD
SPRING & BUCK
2 EA - WATER MAIN TAP, 4 inch
2 EA - GATE VALVE AND BOX, 8 inch
2 EA - VALVE CHAMBER
2 EA - REDUCER, 8 inch X 4 inch
1 EA - DR STRUCTURE, 48" DIA CB
STA 22+30, 13.5' LT
RIM = 810.35
INV= 806.86 (12" E)
INV=806.86 (12" N)
1 EA - DR STRUCTURE COVER, TYPE K
42 FT - STORM SEWER, 12 inch @ 0.50%
1 EA - DR STRUCTURE, 72" DIA
1 EA - DR STRUCTURE COVER, TYPE B
20 FT - STORM SEWER, 42 inch
2 EA - SEWER, TAP, 42 inch
1 EA - DR STRUCTURE, 24 inch DIA
1 EA - DR STRUCTURE COVER, TYPE K
27 FT - STORM SEWER, 12 inch @ 0.50%
1 EA - DR STRUCTURE, 24 inch DIA
1 EA - DR STRUCTURE COVER, TYPE K
27 FT - STORM SEWER, 12 inch @ 0.56%
1 EA - DR STRUCTURE, 24" DIA
1 EA - DR STRUCTURE COVER, TYPE K
45 FT - STORM SEWER, 12 Inch @ 0.51%
1 EA - DR STRUCTURE, 24 inch DIA
STA 26+60, 13.5' LT
RIM = 810.00
INV= 806.50 (12" E)
1 EA - DR STRUCTURE COVER, TYPE K
8 FT - STORM SEWER, 12 inch @0.50%
1 EA - DR STRUCTURE, 24 inch DIA
STA 26+60, 13.5' RT
RIM = 810.00
INV= 806.80 (12"W)
1 EA - DR STRUCTURE COVER, TYPE K
20 FT - STORM SEWER, 12 inch @ 0.50%
KING STREET
1 EA - DR STRUCTURE, 48 inch DIA
1 EA - DR STRUCTURE, COVER, TYPE B
29 FT - STORM SEWER, 12 inch
2 EA - SEWER TAP, 8 inch
1 EA - DR STRUCTURE, 48" DIA
1 EA - DR STRUCTURE COVER, TYPE B
EX
5
0' R
OW
SE
E S
HE
ET
1
0
1 EA - FIRE HYDRANT
STA 22+26, 18' RT
1 EA - GATE VALVE AND BOX, 6 inch
1 EA - TEE, 8 inch x 8 inch x 6 inch
6 LF - WATER MAIN, DI, 6 inch
SPRING STREET
BUCK STREET
CAUTION! GAS
STORM SEWER, 12 Inch
1 EA - FIRE HYDRANT
STA 26+66, 17' RT
1 EA - GATE VALVE AND BOX, 6 inch
1 EA - TEE, 8 inch X 8 inch x 6 inch
6 FT - WATER MAIN, DI, 6 inch
5' M
IN
. C
OV
ER
PROPOSED HMA PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED CONCRETE CURB & GUTTER
LEGEND
DRIVEWAY ELEVATIONS AT R.O.W. (LEFT SIDE)
DRIVEWAY ELEVATIONS AT R.O.W. (RIGHT SIDE)
PROVIDE 18" MIN. CLEARANCE
BETWEEN PROP. WATER MAIN & SEWER
QUANTITIES (THIS SHEET)
QUANTITY UNIT DESCRIPTION
5.17 STA ROADWAY GRADING
1800 SYDAGGREGATE BASE, 8 inch
720 CYDSUBBASE, CIP
420 TONHMA, LVSP
1050 FTCURB AND GUTTER, CONC, DET F4
70 SYDDRIVEWAY, NONREINF, CONC, 6 inch
325 FTWATER SERVICE, COPPER, 1 inch
12 EAWATER SERVICE, RECONNECT
12 EACORP STOP, CURB STOP AND BOX, 1 inch
350 FTSAN LATERAL, 6 inch
14 EA LATERAL RECONNECT
CAUTION! GAS
1 EA - SAN MH, 48 inch DIA
1 EA - DR STRUCTURE COVER, TYPE Q
1 EA - SAN MH, 48 inch DIA
1 EA - DR STRUCTURE COVER, TYPE Q
1 EA - CROSS, 8 inch x 8 inch
3 EA - GATE VALVE AND BOX, 8 inch
3 EA - VALVE CHAMBER
4 EA - BEND, 45 DEG, 8 inch
1 EA - WATER MAIN TAP, 8 inch
1 EA - WATER MAIN TAP, 6 inch
1 EA - REDUCER, 8 inch x 6 inch
75 FT - WATER MAIN, DI, 8 inch
NOTE: CONTRACTOR TO FIELD VERIFY
LOCATION OF EX 6" WM IN
BUCK STREET.
PO
E S
TA
2
7+
17
PROP SAN SEWER, 8 inch
STORM SEWER, 12 inch
175 SFT - SIDEWALK, CONC, 6 inch
(3 LOCATIONS)
525 SFT - SIDEWALK, CONC, 4 inch
(12 LOCATIONS)
1 EA - DR STRUCTURE, 48 inch DIA CB
1 EA - DR STRUCTURE COVER, TYPE K
26 FT STORM SEWER, 12 inch @ 1.00%
PROP SAN SEWER, 8 inch
PROP WATER MAIN, DI, 8 inch
520 FT - WATER MAIN, DI, 8 inch
803.41
ELEV
802.61
ELEV
801.81
ELEV
PLACE CLEANOUTS ON SANITARY
LATERALS TO RESIDENCES #308 AND
#310. INCLUDED IN PAY ITEM SAN
LATERAL, 6 inch.
10'
MILLARD RD.
R
O
C
K
Y
R
I
V
E
R
E. BROADWAY ST.
CO
NS
TA
NT
IN
E
KING ST.
BUCK ST.
HILL ST.
SWARTZ ST.
SP
RIN
G S
T
SP
RIN
G S
T
MICHIGAN AVE.
S
TR
EE
T
NORTH
PROJECT LOCATION
BARRICADE, TYPE III, HIGH INTENSITY, LIGHTED, DOUBLE SIDED
SIGN
LEGEND
3
CONSTRUCTION SIGNAGE
BARRICADE, TYPE III, HIGH
INTENSITY LIGHTED, DOUBLE SIDED
2
ROAD CLOSED
ROAD
CLOSED
AHEAD
1
CONSTRUCTION SIGNING
(FOR INFORMATION ONLY)
SIGN TYPE SIZE
SIGN AREA
(SFT)
NUMBER
TOTAL
AREA
(SFT)
1 W20-3 48"x48" 16.0 5 80.0
2 R11-4 60"x30" 12.5 4 50.0
3
TYPE III
BARRICADE
NA NA 7 -
A D3-1 36"x12" 3.0 3 9.0
TOTAL: 139
R11-4 (60" x 30")
12.5 Sft TYPE IIB SIGN
MOUNT ON SEPARATE POSTS
ABOVE AND BEHIND BARRICADE
W20-3 (48" x 48")
16 Sft TYPE IIIB SIGN
PROJECT LOCATION
11_835200_ MOT
032519 peted
SB, PD, TP
11
F&V PROJECT NO.
DESIGN TEAM:
DRAWING INFORMATION:
CHECK BY:
REVISION:
CIT
Y O
F T
HR
EE
R
IV
ER
S
TH
RE
E R
IV
ER
S, S
T J
OS
EP
H C
OU
NT
Y, M
IC
HIG
AN
SW
AR
TZ
A
ND
S
PR
IN
G S
TR
EE
T R
EC
ON
ST
RU
CT
IO
N
APRIL 2019
835200
2960 Lucerne Drive SE
P: 616.977.1000
F: 616.977.1005
Grand Rapids, MI 49546
DESIGN. BUILD. OPERATE.
A
P
P
R
O
V
E
D
F
O
R
B
I
D
D
I
N
G
MA
IN
TE
NA
NC
E O
F T
RA
FF
IC
1A
2,3
A
SPRING ST.
D3-1 (36" x 12")
3 Sft TYPE IIIB SIGN
1A
1
1
1A
2,3
33
3
1. DURING CONSTRUCTION, MAINTAIN LOCAL TRAFFIC TO
ALL RESIDENTS AND PEDESTRIANS WITHIN PROJECT
LIMITS. PROVIDE 24 HOUR NOTICE IF ANY INTERRUPTION
OF SERVICE IS ANTICIPATED.
GENERAL NOTES:
TO
THRU TRAFFIC
2,3
2,3
10+00
11+00
12+00
1
3
+
0
0
10+00
11+00
12+00
1
3
+
0
0
12_835200_Int Details
042319 peted
IN
TE
RS
EC
TIO
N D
ET
AIL
S
SB, PD, TP
12
NORTH
LEGEND
PROP. SPOT ELEVATION
PROP. DETECTABLE WARNING SURFACE
FLOW DIRECTION
PROP. HMA PAVEMENT
EX. SPOT ELEVATION
ME MATCH EXIST. SIDEWALK / PAVEMENT / CURB ELEV.
RIMPROP. CATCH BASIN RIM ELEV.
HP PROP. HIGH POINT ELEV.
620.50
NOTE: ALL RAMPS SHALL MEET MDOT SIDEWALK RAMP
DETAILS R-28-J SPECIFICATIONS INCLUDED IN THE
CONTRACT DOCUMENTS.
L LANDING
RRAMP
LANDING, MAXIMUM 2% SLOPE IN THE DIRECTION
OF TRAVEL, MINIMUM LANDING DIMENSION IS 5'X5'
620.50
811.94
807.48
807.96
L
L
806.00
806.50
811.10
SPRING STREET
F&V PROJECT NO.
DESIGN TEAM:
DRAWING INFORMATION:
CHECK BY:
REVISION:
CIT
Y O
F T
HR
EE
R
IV
ER
S
TH
RE
E R
IV
ER
S, S
T J
OS
EP
H C
OU
NT
Y, M
IC
HIG
AN
SW
AR
TZ
A
ND
S
PR
IN
G S
TR
EE
T R
EC
ON
ST
RU
CT
IO
N
APRIL 2019
835200
2960 Lucerne Drive SE
P: 616.977.1000
F: 616.977.1005
Grand Rapids, MI 49546
DESIGN. BUILD. OPERATE.
A
P
P
R
O
V
E
D
F
O
R
B
I
D
D
I
N
G
SW
AR
TZ
S
TR
EE
T
811.78 ME
812.14 TOP OF WALL
ROLLED CURB (INCLUDED IN PAY
ITEM SIDEWALK RAMP, CONC, 6 inch)
811.16
811.85 ME
806.50
806.58
807.58
807.50
811.28
811.32
806.30
806.21
12 4
1
R1-1 (30" x 30")
1 EA - SIGN, TYPE III, REM
6.25 SFT - SIGN, TYPE III A
14 FT - POST, STEEL, 3 lb
STOP
5
YIELD3
R1-2 (36" x 36")
1 EA - SIGN, TYPE III, REM
9 SFT - SIGN, TYPE III B
14 FT - POST, STEEL, 3 lb
EMERGENCY2
R7-203 (18"x24")
1 EA - SIGN, TYPE III, REM
3 SFT - SIGN, TYPE III B
SNOW ROUTENO
PARKINGDURINGSNOW
EMERGENCY
4
2 EA - SIGN, TYPE III, REM
2 EA - SIGN, TYPE III, ERECT, SALV
(STREET NAME SIGNS)
HYDRANT MARKER (12" x 6")
2 EA - SIGN, TYPE III, REM
1.0 SFT - SIGN, TYPE III B (PLACE 2 BACK TO BACK ON EACH POST)
14 FT - POST, STEEL, 3 lb
PERMANENT SIGNS
NOTE: PLACE AT EACH NEW FIRE HYDRANT.5
808.15 ME
808.27 ME
100 SFT - SIDEWALK RAMP, CONC, 6 inch
50 SFT - SIDEWALK, CONC, 4 inch
6 FT - DETECTABLE WARNING SURFACE, DI
30 SFT - SIDEWALK RAMP, CONC, 6 inch
70 SFT - SIDEWALK, CONC, 4 inch
5 FT - DETECTABLE WARNING SURFACE, DI
100 SFT - SIDEWALK RAMP, CONC, 6 inch
25 SFT - SIDEWALK, CONC, 4 inch
6 FT - DETECTABLE WARNING SURFACE, DI
60 SFT - SIDEWALK RAMP, CONC, 6 inch
25 SFT - SIDEWALK, CONC, 4 inch
5 FT - DETECTABLE WARNING SURFACE, DI
50 FT - PAVT MRKG, POLYUREA, 6 inch, CROSSWALK
807.26
807.18
807.88
807.12
775 SFT - SIDEWALK, CONC, 4 inch
PO
B S
TA
1
0+
17
806.78 ME
806.75 ME
806.42
807.94
807.86
807.47
811.92
807.00
810.98
811.37
811.22
811.44
4'
4'
EOMEDGE OF PAVED ROAD
EOM
EOM
TEMPORARY GRADING
PERMIT OBTAINED
1
5
+
0
0
1
5
+
0
0
10+00
10+80
23+
00
23+
00
10+00
10+90
27+
00
27+
17
27+
00
27+
17
10+80
10+00
795
800
805
810
815
820
795
800
805
810
815
820
10+00 10+80
810.05
809.84
810.75
18" MIN
CLEAR
PROP 8" WM
PR
OP
S
TM
C
B
RIM
=
8
09
.4
0
ST
A 15+
47.00, 30.0' LT
PR
OP
S
TM
C
B
RIM
=
809.35
ST
A 15+
10.00, 14' R
T
PR
OP
S
AN
M
H
RIM
=
809.85
ST
A 15+
35.00, 0'
PR
OP
S
TM
M
H
RIM
=
810.15
ST
A 15+
29.00, 6.0' LT
I
N
V
8
0
5
.
3
5
(
1
2
"
N
W
)
I
N
V
8
0
0
.
8
7
(
8
"
N
)
I
N
V
8
0
0
.
8
7
(
8
"
S
)
I
N
V
7
9
7
.
0
2
(
1
2
"
S
W
)
I
N
V
7
9
7
.
0
2
(
1
5
"
N
)
I
N
V
8
0
5
.
1
6
(
1
2
"
S
E
)
I
N
V
8
0
6
.
1
5
(
1
2
"
N
W
)
I
N
V
8
0
6
.
3
0
(
1
2
"
S
E
)
790
795
800
805
810
815
790
795
800
805
810
815
10+00 10+90
81
1.0
3
81
0.6
9
810
.56
18" MIN
CLEAR
PROP 8" WM
I
N
V
7
9
4
.
4
2
(
1
8
"
S
)
I
N
V
8
0
1
.
5
1
(
1
2
"
N
)
I
N
V
8
0
6
.
6
4
(
1
2
"
N
)
I
N
V
8
0
6
.
6
5
(
1
2
"
S
)
I
N
V
7
9
3
.
5
5
(
4
2
"
E
)
I
N
V
7
9
3
.
6
5
(
4
2
"
W
)
I
N
V
8
0
7
.
0
5
(
1
2
"
W
)
I
N
V
8
0
3
.
7
5
(
8
"
N
)
I
N
V
8
0
3
.
7
5
(
8
"
S
)
I
N
V
8
0
6
.
9
0
(
1
2
"
S
)
I
N
V
8
0
6
.
9
0
(
1
2
"
E
)
PR
OP
S
TM
C
B
RIM
=
8
10
.4
0
ST
A 2
2+
98
.0
0, 1
3.5
' R
T
PR
OP
S
AN
M
H
RIM
=
8
10
.8
4
ST
A 2
2+
63
.0
0, 0
'
PR
OP
S
TM
M
H
RIM
=
8
10
.7
0
ST
A 2
2+
70
.0
0, 6
.0
' L
T
PR
OP
S
TM
C
B
RIM
=
8
10
.4
0
ST
A 2
2+
96
.0
0, 1
3.5
' L
T
18" MIN
CLEAR
795
800
805
810
815
820
795
800
805
810
815
820
10+00 10+80
81
0.9
5
81
0.7
6
81
0.8
9
18" MIN
CLEAR
PROP 8" WM
PR
OP
S
AN
M
H
RIM
=
8
10
.7
8
ST
A 2
6+
91
.0
0, 0
'
PR
OP
S
TM
C
B
RIM
=
8
10
.0
0
ST
A 2
6+
60
.0
0, 1
3.5
' R
T
PR
OP
S
TM
M
H
RIM
=
8
10
.2
6
ST
A 2
6+
60
.0
0, 6
.0
' L
T
I
N
V
8
0
6
.
5
0
(
1
2
"
W
)
I
N
V
8
0
6
.
5
0
(
1
2
"
E
)
I
N
V
8
0
3
.
4
7
(
1
2
"
N
)
I
N
V
8
0
3
.
4
7
(
1
2
"
S
)
I
N
V
8
0
6
.
4
6
(
1
2
"
W
)
I
N
V
8
0
6
.
7
0
(
1
2
"
E
)
PR
OP
S
TM
C
B
RIM
=
8
10
.0
0
ST
A 2
6+
60
.0
0, 1
3.5
' L
T
PR
OP
S
TM
C
B
RIM
=
8
10
.1
0
ST
A 2
7+
05
.0
0, 3
.0
' L
T
I
N
V
8
0
5
.
4
5
(
8
"
S
)
I
N
V
8
0
3
.
7
0
(
1
2
"
S
)
F&V PROJECT NO.
DESIGN TEAM:
DRAWING INFORMATION:
CHECK BY:
REVISION:
CIT
Y O
F T
HR
EE
R
IV
ER
S
TH
RE
E R
IV
ER
S, S
T J
OS
EP
H C
OU
NT
Y, M
IC
HIG
AN
SW
AR
TZ
A
ND
S
PR
IN
G S
TR
EE
T R
EC
ON
ST
RU
CT
IO
N
APRIL 2019
835200
2960 Lucerne Drive SE
P: 616.977.1000
F: 616.977.1005
Grand Rapids, MI 49546
DESIGN. BUILD. OPERATE.
A
P
P
R
O
V
E
D
F
O
R
B
I
D
D
I
N
G
SPRING STREET
SPRING STREET
HILL S
TR
EE
T
BU
CK
S
TR
EE
T
KIN
G S
TR
EE
T
NORTH
NORTHNORTH
810.29 ME
810.37 ME
810.34 ME
810.32 ME
809.75 ME
810.68 ME
810.55 ME
810.65 ME
811.00 ME
810.85 ME
811.70 ME
811.20 ME
810.45 ME
811.17 ME
811.19 ME
809.75 ME
809.82 ME
809.65 ME
810.36 ME
811.09 ME
811.38 ME
811.37 ME
810.82 ME
810.45 ME
810.44 ME
811.03 ME
810.41 ME
810.82 ME
810.94 ME
810.87 ME
810.87 ME
810.22
810.20
810.30
810.50
810.49
810.50
810.42
810.14
810.04
810.37
810.61
810.52
810.54
809.72
810.17
810.10
810.30
810.37
ROLLED CURB (INCLUDED IN PAY
ITEM SIDEWALK RAMP, CONC, 6 inch)
150 SFT - SIDEWALK RAMP, CONC, 6 inch
50 SFT - SIDEWALK, CONC, 4 inch
13 FT - DETECTABLE WARNING SURFACE, DI
60 FT - PAVT MRKG, POLYUREA, 12 inch, CROSSWALK
13_835200_Int Details
042319 peted
IN
TE
RS
EC
TIO
N D
ET
AIL
S
SB, PD, TP
13
ROLLED CURB (INCLUDED IN PAY
ITEM SIDEWALK RAMP, CONC, 6 inch)
ROLLED CURB (INCLUDED IN PAY
ITEM SIDEWALK RAMP, CONC, 6 inch)
ROLLED CURB (INCLUDED IN PAY
ITEM SIDEWALK RAMP, CONC, 6 inch)
ROLLED CURB (INCLUDED IN PAY
ITEM SIDEWALK RAMP, CONC, 6 inch)
SPRING STREET
810.84 ME
L
L
L
L
L
L
810.90 ME
810.92 ME
811.00 ME
810.24
811.19 ME
811.27 ME
811.41 ME
811.35 ME
810.86 ME
810.98 ME
50
' R
.O
.W
.
1
50
' R
.O
.W
.
50' R.O.W.
50' R.O.W.
50
' R
.O
.W
.
40'
32'
33'
30'
35'
EOM
EOM
1
1
4
43
5
KING ST PROFILEBUCK ST PROFILEHILL ST PROFILE
90 SFT - SIDEWALK RAMP, CONC, 6 inch
25 SFT - SIDEWALK, CONC, 4 inch
6 FT - DETECTABLE WARNING SURFACE, DI
125 SFT - SIDEWALK
RAMP, CONC, 6 inch
75 SFT - SIDEWALK,
CONC, 4 inch
6 FT - DETECTABLE
WARNING SURFACE, DI
135 SFT - SIDEWALK RAMP, CONC, 6 inch
75 SFT - SIDEWALK, CONC, 4 inch
6 FT - DETECTABLE WARNING SURFACE, DI
100 SFT - SIDEWALK RAMP, CONC, 6 inch
50 SFT - SIDEWALK, CONC, 4 inch
12 FT - DETECTABLE WARNING SURFACE, DI
100 SFT - SIDEWALK RAMP, CONC, 6 inch
75 SFT - SIDEWALK, CONC, 4 inch
12 FT - DETECTABLE WARNING SURFACE, DI
125 SFT - SIDEWALK RAMP, CONC, 6 inch
50 SFT - SIDEWALK, CONC, 4 inch
12 FT - DETECTABLE WARNING SURFACE, DI
125 SFT - SIDEWALK RAMP, CONC, 6 inch
50 SFT - SIDEWALK, CONC, 4 inch
12 FT - DETECTABLE WARNING SURFACE, DI
L
L
ROLLED CURB (INCLUDED IN PAY
ITEM SIDEWALK RAMP, CONC, 6 inch)
ROLLED CURB (INCLUDED IN PAY
ITEM SIDEWALK RAMP, CONC, 6 inch)
810.72
810.45
EOM
HP
810.54
810.45
EOM
810.45
EOM
810.54
HP
810.75
810.80
810.45
EOM
810.70
810.58
810.62 ME
810.49
810.65
810.58
810.56
810.47
810.09
810.34
809.85
809.91 ME
809.51
809.60
809.35
EOM
809.68
809.86
809.78
810.10
L
809.94
809.86
810.14
809.57
809.88
810.25
810.34
810.41
810.31
810.72 ME
810.58 ME
809.48
EOM
809.58
809.88
14_835200_BORINGS
041919 peted
LO
G O
F B
OR
IN
GS
SB TP
14
NORTH
N.T.S.
F&V PROJECT NO.
DESIGN TEAM:
DRAWING INFORMATION:
CHECK BY:
REVISION:
CIT
Y O
F T
HR
EE
R
IV
ER
S
TH
RE
E R
IV
ER
S, S
T J
OS
EP
H C
OU
NT
Y, M
IC
HIG
AN
SW
AR
TZ
A
ND
S
PR
IN
G S
TR
EE
T R
EC
ON
ST
RU
CT
IO
N
APRIL 2019
835200
2960 Lucerne Drive SE
P: 616.977.1000
F: 616.977.1005
Grand Rapids, MI 49546
DESIGN. BUILD. OPERATE.
A
P
P
R
O
V
E
D
F
O
R
B
I
D
D
I
N
G