N
W
E
SCALE 1SHEET NO OFNOT TO SCALE 5
JEFFERSON & WESTERN PARKING LOT
UTILITIESNOTE:
REGISTRATION NUMBER
PREPARED UNDER THE SUPERVISION OF:
6201042090
WATER & SEWER
SHEET DESCRIPTION
PLAN AND PROFILE OF PROPOSED
CITY OF MUSKEGON
STANDARD PLANS
TELEPHONE
GAS
ELECTRIC
CABLE
EXCLUDING SAT, SUN & HOLIDAYS3 WORKING DAYS
Know what's below.
Call before you dig.
INDEX TO SHEETS
MICHELLE PETERSONCONSUMERS ENERGY700 E STERNBERG ROADNORTON SHORES, MI 49441(231) 332-2601
DAVID B. FLERMOENFRONTIER COMMUNICATIONS860 TERRACE STREETMUSKEGON MI 49440(231) 727-1319
VINCENT DUCADTE ENERGY2359 OLTHOFF DRIVEMUSKEGON MI 49444(231) 578-0488 (CELL)
JIM STITZELCOMCAST700 W BROADWAY AVENUEMUSKEGON, MI 49441(810) 217-1642
WYATT EARP, DAVE BAKERCITY OF MUSKEGON DPW1350 E KEATING AVENUEMUSKEGON MI 49442(231) 724-4100
CONSTRUCTION INCLUDES PAVEMENT REMOVAL, STORM SEWER,4,200 SYD HMA PAVEMENT, 330 FEET DECORATIVE BLOCK WALL,CONC CURB AND GUTTER, CONC SIDEWALK AND PAVEMENTMARKINGS ON HIGH POINT FLATS PARKING LOT, BLOCK 310 IN THECITY OF MUSKEGON, MUSKEGON COUNTY.
project location
THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE
DONE IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF
TRANSPORTATION 2012 STANDARD SPECIFICATIONS FOR
CONSTRUCTION, CITY OF MUSKEGON STANDARD
SPECIFICATIONS FOR WATERMAIN AND THE 2011 MICHIGAN
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THESE
IMPROVEMENTS HAVE BEEN DESIGNED IN ACCORDANCE WITH
THE 2004 AASHTO GUIDELINES. PROJECT NUMBER B-253
ONE WAY
ONE WAY
ONE W
AY ONE W
AY
CITY OF MUSKEGONENGINEERING DEPARTMENT1350 E KEATING AVEMUSKEGON MI 49442
LEIGHANN MIKESELL, P.E.CITY ENGINEER
SURVEY
AS-BUILT
CITY OF MUSKEGONOFFICE OF THE CITY ENGINEER
MAY 17
APPROVED
DRAWN
CHECKED
C WIGGINS REVISION
REVISION
REVISION
PROJECT NOAPRIL 17C WIGGINS
B-253Brookens
JEFFERSON & WESTERNPARKING LOT
JAN 18
Brookens MAR 18
R-1-G DRAINAGE STRUCTURESR-7-F COVER BR-9-D COVER DR-29-I DRIVEWAY OPENINGS & APPROACHES AND CONCRETE SIDEWALKSR-30-G CONCRETE CURB & GUTTERR-83-C UTILITY TRENCHESR-96-E SOIL EROSION & SEDIMENTATION CONTROL MEASURES
STANDARD PLANS ARE INCLUDED IN PROPOSAL
1. TITLE SHEET
2. DETAIL SHEET
3. PARKING LOT PLAN
4. PARKING LOT LAYOUT, PAVEMENT MARKING & PERMANENT
5. SIGNING TRAFFIC CONTROL PLAN
DRAINAGE STRUCTURE COVERS
TYPE
CASTING DESCRIPTION
TYPICAL DRIVE APPROACH DETAIL
EXIST DRIVE
EXIST SIDEWALK
5'
CONST JOINT
HMA PAVT
CURB & GUTTER
TERRACE
10' MINIMUM
WALKEXIST
DRIVEWAY, NONREINF, CONC,
6 INCH, MODIFIED
1/2" EXPANSION PAD
SIDEWALK
OF CONCRETE AT GUTTER
6"" DRIVE APPROACH
THICKEN EDGE OF DRIVEAPPROACH TO FULL DEPTH
18"
6"
CONC CURB &CUTTER
1/2" EXPANSION PAD
VARIES
10' MAX
12 TERRACE WIDTH1
2 TERRACE WIDTH
TOP SHALL BE IN ACCORDANCE
WITH THE MDOT STANDARD PLANS
R-1-G (PRECAST REINFORCED
CONCRETE FLAT SLAB TOP)
CATCH BASIN CASTING EAST
JORDAN #7045
4" PEA GRAVEL BASE REQUIRED
CONCRETE
FOOTING
GRADE 'B'
PRECAST
CONCRETE
(ASTM C-478)
PLANPIPE PER
JOINTS SHALL BE
RUBBER O-RING
GASKETS
48" DIA
6"
CATCH BASIN SPECIAL DETAIL
CATCH BASIN 2 FT ID SPECIAL DETAIL
PROPOSED PIPE
BRICKBRICK
4" PEA GRAVEL BASE REQUIRED
CATCH BASIN CASTINGEAST JORDAN #7045
24"
PRECAST CONCRETE(ASTM C-478)
4"
MIN 6"6" MIN ADJUSTMENT
MIN 8" ADJUSTMENT
6"
MIN 24"
12" 12"3' 8"
6"
2 5OFSHEET NOSCALE none
detail sheet
DETAIL SHEET
2% SLOPE MAX
10% SLOPE MAX
MIN CORE DIA 2"GREATER THAN PIPE O.D.
MIN CORE DIA 2"GREATER THAN PIPE O.D.
COVER B, MODIFIED
COVER D, MODIFIED
CATCH BASIN CASTING EAST JORDAN #7045 OR EQUAL
CATCH BASIN CASTING EAST JORDAN #5105 OR EQUAL
QTY
1
3
RATEHMA MIXPERFORMANCE
GRADE
HMA APPLICATION RATE
HMA, 36A (TOP COURSE) 165# / SYD 64-28
HMA BOND COAT, SS-1H, AT 0.05 GAL/SY, SHALL BE PLACED BETWEEN
EACH LIFT THE COST IS INCLUDED WITH THE HMA PAY ITEM.
1.5 INCH-1 LIFT AWI 220, MIN
HMA, 13A (LEVEL COURSE) 220# / SYD 64-28 2 INCH-1 LIFT
SURVEY
AS-BUILT
CITY OF MUSKEGONOFFICE OF THE CITY ENGINEER
MAY 17
APPROVED
DRAWN
CHECKED
C WIGGINS REVISION
REVISION
REVISION
PROJECT NOAPRIL 17C WIGGINS
B-253Brookens
JEFFERSON & WESTERNPARKING LOT
JAN 18
Brookens MAR 18
GENERAL NOTES:
1. EXISTING CONDITIONS INCLUDING ELEVATIONS ARE SUBJECT TO CHANGE DUE TO CONSTRUCTION OUTSIDE THECONTROL OF THE CITY OF MUSKEGON. CONTRACTOR IS TO VERIFY EXISTING CONDITIONS OF THE SITE, MATCH ALLEXISTING MEETS AND COORDINATE WORK ACTIVES WITH NEIGHBORING CONTRACTORS.
2. UPON REQUEST AND APPROVAL, THE CONTRACTOR MAY OBTAIN A WATER SUPPLY FROM THE CITY OF MUSKEGON FIREHYDRANTS AT NO COST, PROVIDED THAT THEY FOLLOW THE CONDITIONS OF THE CITY WATER DEPARTMENT.
3. WHENEVER SMALL CASTINGS (STOP BOXES & METER PITS) THAT ARE ENCOUNTERED WITHIN THE WORK AREA, THEYSHALL BE ADJUSTED AT NO COST TO THE CITY. PAYMENT FOR ADJUSTING THESE CASTINGS SHALL BE INCLUDED INTHE PAYMENT FOR NEW WATER SERVICES PAY ITEMS.
4. FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL CALL MISS DIG, 1-800-482-7171, A MINIMUM OF3 WORKING DAYS EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS PRIOR TO EXCAVATING IN THE VICINITY OF ALLUTILITY LINES. ALL MISS DIG PARTICIPATING MEMBERS WILL THUS BE NOTIFIED, THIS DOES NOT RELIEVE THECONTRACTOR THE RESPONSIBILITY OF NOTIFYING OWNERS WHO MAY NOT BE PART OF THE MISS DIG ALERT SYSTEM.
5. PUBLIC UTILITIES OF ALL TYPES HAVE BEEN SHOWN ON THE PLAN USING AVAILABLE INFORMATION, BUT ARE NOTGUARANTEED AS ACCURATE OR THAT UTILITIES OTHER THAN THOSE SHOWN ARE NOT PRESENT.
6. THE CONTRACTOR SHALL SAW CUT ALL MEETS RELATIVE TO SIDEWALK OR PAVEMENT CONSTRUCTION UNLESS WAIVEDBY THE ENGINEER. PAYMENT FOR SAW CUTTING SHALL BE INCLUDED IN THE PAYMENT FOR THE PAY ITEMS PAVT,REM, MODIFIED, CURB AND GUTTER, REM, HMA SURFACE, REM AND SIDEWALK, REM. NO ADDITIONAL PAYMENT WILLALLOWED FOR SAW CUTTING.
7. THE CONTRACTOR SHALL PREVENT EROSION AND CONTROL SEDIMENTATION ASSOCIATED WITH THE PROJECT. KEEPSEDIMENTATION WITHIN THE RIGHT OF WAY (OR CONSTRUCTION LIMITS) AND OUT OF SURFACE WATERS. CONSTRUCTAND MAINTAIN TEMPORARY EROSION AND SEDIMENTATION CONTROLS, TO INCLUDE INLET PROTECTION, FABRIC DROPSON ALL INLET STRUCTURES NEW AND EXISTING AND INSTALL TEMPORARY EROSION, SEDIMENTATION CONTROLS ASDIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL REMOVE ON A DAILY BASIS SOIL TRACKED ONTO EXISTINGPAVED ROADS, (VACUUM METHODS ARE PREFERRED BUT BROOM SWEEPING IS ACCEPTABLE IF THE MATERIAL ISREMOVED) THE CONTRACTOR SHALL INSPECT ALL SOIL EROSION / SEDIMENTATION CONTROL MEASURES ON A WEEKLYBASIS OR AFTER EACH RAIN FALL EVENT, CLEAN REPAIR, OR REPLACE, AS NECESSARY, TO ENSURE PROPERFUNCTION. ALL SOIL EROSION / SEDIMENTATION CONTROLS SHALL REMAIN UNTIL ALL DISTURBED AREAS ARESTABILIZED. ALL SOIL EROSION / SEDIMENTATION CONTROL, EXCEPT FOR THE EROSION CONTROL, INLET PROTECTION,FABRIC DROP, SHALL BE INCLUDED WITH THE PAY ITEM PROJECT CLEAN UP NO OTHER PAYMENT SHALL BE MADE.
DETAIL FOR COVER B
M
U
S
K
E
G
O
N
WE
S
T
M
I
C
H
I
G
A
N
'
S
S
H
O
R
E
L
I
N
E
C
I
TY
1 1/2"
(2) CLOSED
PICKHOLES
CUSTOM LOGO
3/4" LETTERS
(RECESSED FLUSH)
1 1/2" LETTERS
(RECESSED FLUSH)
1040 A LOGO MANHOLE COVER
26" DIA
13/16"1 1/2"
21 1/2" DIA
COVER SECTION
TYPE A - SOLID COVER AS DETAILED BELOW
MANHOLE CASTING EAST JORDAN #1045 OR EQUAL
COVER C, MODIFIED
0
WV
CS
MPMPMP
CS
CB
CB
CB
CB
CB
CB
MH
MP
WV
WV
WVWV
WV
WV
MH
MH
MH
MH
MH MH
MH
MHMH
MH
HH
HH
HH
HH
HH
TRANSELECELEC TELELEC
TRANSELEC
HHELEC
ELEC
CB
8" TREE
6" TREE
6" TREE
8" TREE
WV
12" TREE12" TREE
12" TREE6" TREE
4" W
M
VAC BRK
TEL. CONDUIT
MH
GAS MRK
HYD
TP
LP
LP
LP
LP
LPLP
LPLP
LP
LP
MHMH
ELECTRIC CONDUIT MH
ELECTRIC
VAULT
WV
2" ELEC CONDUIT
2" ELEC CONDUIT
2" ELEC C
ONDUIT
EX 3-6" ELEC CONDUITSEX 8" SANITARY
EX 8
" SANIT
ARY
EX 12" W
M
EX 12" CONC STORM
EX 8" WMEX 12" SANITARY
ELECTRIC CONDUITELECTRIC CONDUIT
BOX
TEL. CONDUIT
TEL. CONDUIT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
TEL
VAULT
EX 12" DI STORM
EX 12" STORM
EX C
ONC ISLAND
BLD F
OOTIN
G
WATER S
ERVIC
E
WATER S
ERVIC
E
WATER S
ERVIC
E
WATER S
ERVIC
E
EX CONC
EX HMA
EX CURB & GUTTER
HMA
CONC S
WCONC S
W
EX CONC SW
EX HMA
CURB & GUTTER
EX CURB & GUTTER
Address: 285 W WESTERN AVEMUSKEGON, MI 49440Owned By: PARKLAND MUSKEGON INC
Address: 880 1ST STMUSKEGON, MI 49440Owned By: CITY OF MUSKEGON
BUILDING
JEFFERSON S
T.
FIR
ST S
T
WESTERN AVE.
CLAY AVE.EX C
URB &
GUTTER
EX HMA
EX HMA
EX HMA
EX HMA
EX HMA
ELEC
TRIC C
ONDU
IT
EX HMA
EX HMAEX HMA
EX CONC SW
EX CONC SW
EX CONC SWEX CONC SW
EX C
ONC S
WEX C
ONC S
W
EX CONC SW
EX CONC SW
EX A
DA R
AMP
EX A
DA R
AMP
EX A
DA R
AMP
EX HMA
EX CURB & GUTTER
EX HMA
EX HMA EX CURB & GUTTER
EX C
URB &
GUTTER
EX C
ONC S
W
EX C
OLORED C
ONC S
W
EX C
ONC D
REX C
OLORED C
ONC
EX C
ONC
EX CONC 2" ELEC CONDUIT
EX RET WALL
EX RET WALL
EX C
ONC D
REX C
ONC S
W
20'
EASEMENT
GRASS
STA 2+90 LT TO 3+15 LT2 EA CATCH BASIN 2 FT ID SPECIAL DETAIL2 EA DR STRUCTURE COVER, TYPE D, MODIFIED25 FT SEWER, CL E, 12 INCH, TR DET B(PROP GUTTER 612.2, PROP 12" INV NE 609.3)
PROP CL E STORM SEWER @ 0.30%
STA 3+97 RT13 SYD SIDEWALK, REM120 SFT SIDEWALK, CONC, 6 INCH, COLORED10 SFT SIDEWALK, CONC, 6 INCH, COLORED WITH ACIDIC STAIN1 EA CATCH BASIN SPECIAL DETAIL1 EA DR STRUCTURE COVER, TYPE B, MODIFIED1 EA SEWER TAP, 12 INCH(PROP TOP CAST 614.0, PROP 12" INV NE 608.8PROP 12" INV W 608.8)
STA 3+15 LT TO 3+97 RT1 EA CATCH BASIN SPECIAL DETAIL1 EA DR STRUCTURE COVER, TYPE D, MODIFIED110 FT SEWER, CL E, 12 INCH, TR DET B(PROP GUTTER ELEV 612.35, PROP 12" INVE 609.1, 12" INV SW 909.1)
20 CYD MASONRY AND CONC STRUCTURE, REM(CONC ISLAND & FOOTING)
BM ELEVATION 617.14FLANGE BOLT UNDER E IN EJIWON HYDRANT W CORNER OFCLAY AND JEFFERSON
STA 1+76 TO 4+02830 FT CURB AND GUTTER, CONC, DET F4250 SFT SIDEWALK, CONC, 6 INCH1200 SFT SIDEWALK, CONC, 4 INCH
STA 4+02200 FT DECORATIVE BLOCK WALL SPECIAL DETAIL
WV
1 EA UTILITY POLE, REM
EX 6" WM
EX 16" W
M
WV
EX 4" WM
MHEX 4" WM
EX 6" WM
EX 6" WM
STA 2+43 TO 3+753 EA DR STRUCTURE, REM, MODIFIED7 CYD FLOWABLE FILL(FILL EX 12" STORM)
EX 6" STORM
EX 6
" STORM
EX 6
" WM
EX G
UARD R
AIL
EX HEDGE
EX 12" SANITARY
STA 3+40 LT TO 3+55 LT55 FT GUARD RAIL, REM4 EA TREE, REM, 6 INCH TO 18 INCH
STA 3+50 RT TO 3+85 RT40 FT HEDGE, REM4 EA TREE, REM, 6 INCH TO 18 INCH
EX TOP BA
NK
ROW
1+00 TO 3+952360 SYD PAVT, REM, MODIFIED190 FT CURB AND GUTTER, REM
EX 12" W
M
EX HMA
EX HMA
EX HMA
EX HMA
EX HMA
EX HMA
EX TEMP RAMP TO BASEMENT
EX TOP BANK
ROW
ROW
TEL. CONDUIT
ELECTRIC CONDUITEX 16" WM
EX 16" WM
WV
EX 16" W
M
WATER S
ERVIC
E
SAW
SAW
SAW
AGGREGATE BASE, 6 INCHEROSION CONTROL, INLET PROTECTION, FABRIC DROP
DR STRUCTURE, REM, MODIFIED
SIDEWALK, REM
SEWER, CL E, 12 INCH, TR DET B
SIDEWALK, CONC, 4 INCH
QUANTITIES THIS SHEET
SYD
SYD
SYD
EA
SYD
EA
EA
SFT
4
65
2407
6
4450
1
75
1970
TOPSOIL SURFACE, FURN, 4 INCH
HYDROSEEDING SYD100
SYD100
DR STRUCTURE COVER, TYPE B, MODIFIEDEA1
SIDEWALK, CONC, 6 INCH, COLORED SFT120
CURB AND GUTTER, CONC, DET F4 FT920
DRIVEWAY, NONREINF CONC, 6 INCH, MODIFIED
PAVT, REM, MODIFIED
TON475
TON350
STA 0+91 TO 5+50 ADDITIONAL QUANTITIES THIS SHEET1703 EXCAVATION, EARTH80 EMBANKMENT, CIP6 EA EROSION CONTROL, INLET PROTECTION, FABRIC DROP4450 SYD AGGREGATE BASE, 6 INCH500 TON HMA, 13A370 TON HAM, 36A100 SYD TOPSOIL SURFACE, FURN, 4 INCH100 SYD HYDROSEEDING
ELEC
VAULT
1+00
2+00
3+00
4+00
STA 2+92 LTADJUST BY FRONTIER
STA 3+45 RTREMOVE BY CONSUMERS
STA 3+42 RTADJUST BY CONSUMERS
EX 8" SANITARY
STA 3+83 LTREMOVE BY CONSUMERS
STA 4+00 LTADJUST BY FRONTIER
WOOD POST
STA 3+90 RTRELOCATE BY FRONTIER
CATCH BASIN 2 FT ID SPECIAL DETAILCATCH BASIN SPECIAL DETAIL
FLOWABLE FILL, NON-STRUCTURAL
GUARD RAIL, REM
TREE, REM, 6 INCH TO 18 INCH
MASONRY AND CONC STRUCTURE, REMUTILITY POLE, REM
CONC PAVT, NONREINF, 8 INCH
SEWER TAP, 12 INCH
CURB AND GUTTER, REM
HMA, 13AHMA, 36A
DECORATIVE BLOCK WALL SPECIAL DETAIL
HEDGE, REM
EA
8
EXCAVATION, EARTHEMBANKMENT, CIP
FT
135
FT335
FT40
FT55
EA
2
EA
2
EA
1
SYD35
FT280
CYD20
CYD1703
CYD80
CYD
7
SCALE SHEET NO 3 OF 5HOR. 1" = 20 FT
= NEW CONCRETE SIDEWALK, DRIVEWAYS , PAVEMENT, & CURB AND GUTTER
= PAVT, REM, MODIFIED & SIDEWALK, REM
TEL. CONDUIT EX 4" GAS
EX 3" GAS
EX 4
" GAS
EX 4
" GAS
EX 3" GAS
STA 2+45 RT TO 2+65 RT & 2+95 TO 4+00 RT135 FT DECORATIVE BLOCK WALL SPECIAL DETAIL
TIP GUTTER PAN DOWN
TIP GUTTER PAN DOWN
CONSTRUCTION PLANS
EASEMENT
EASEMENT
10'
52.2
7'
16.98'
7.7
3'
5'
34.7
3'
9'
31.2'
EASEMENT LINE
SIDEWALK, CONC, 6 INCH
SIDEWALK, CONC, 6 INCH, COLORED WITH ACIDIC STAIN
SFT500
SFT10
ELEC
VAULT
HMA
HMA
EXPOSED AGG CONC
TRANSELEC ELEC
DR STRUCTURE COVER, TYPE D, MODIFIEDEA3
SURVEY
AS-BUILT
CITY OF MUSKEGONOFFICE OF THE CITY ENGINEER
MAY 17
APPROVED
DRAWN
CHECKED
C WIGGINS REVISION
REVISION
REVISION
PROJECT NOAPRIL 17C WIGGINS
B-253Brookens
JEFFERSON & WESTERNPARKING LOT
JAN 18
Brookens MAR 18
STA 2+25 LT TO 3+15 LT105 SYD SIDEWALK, REM90 FT CURB AND GUTTER, REM1 EA DR STRUCTURE, REM, MODIFIED90 FT CURB AND GUTTER, CONC, DET F4105 SYD DRIVEWAY, NONREINF CONC, 6 INCH, MODIFIED
WV
CS
CB
CB
CB
MH
MP
WV
MH
MH
MH
MH
MH MH
MH
MH
HH
HH
HH
HH
HH
TRANSELECELEC TELELEC
TRANSELEC
HHELEC
ELEC
CB
12" TREE12" TREE
MH
HYD
TP
LP
LP
LP
LP
LPLP
LPLP
LP
MHMH
MH
ELECTRIC
VAULT
WV
BOX
ELEC
ELEC
ELEC
TEL
CONC S
WCONC S
W
EX CONC SW
EX HMA
CURB & GUTTER
EX CURB & GUTTER
Address: 285 W WESTERN AVEMUSKEGON, MI 49440Owned By: PARKLAND MUSKEGON INC
Address: 880 1ST STMUSKEGON, MI 49440Owned By: CITY OF MUSKEGON
BUILDING
JEFFERSON S
T.
FIR
ST S
T
WESTERN AVE.
CLAY AVE.
EX CONC SW
EX CONC SW
EX CONC SW
EX CONC SW
EX C
ONC S
WEX C
ONC S
W
EX CONC SW
EX CONC SW
EX A
DA R
AMP
EX A
DA R
AMP
EX A
DA R
AMP
EX HMA
EX CURB & GUTTER
EX HMA
EX HMA EX CURB & GUTTER
EX C
URB &
GUTTER
EX C
ONC S
W
EX C
ONC S
W
EX C
ONC D
REX C
ONC
EX C
ONC
EX CONC
EX C
ONC D
REX C
ONC S
W
20'
EASEMENT
GRASS
BM ELEVATION 617.14FLANGE BOLT UNDER E IN EJIWON HYDRANT W CORNER OFCLAY AND JEFFERSON
WV
WV
MH
ROW
ROW
ROW
ELEC
1+00 2+00
3+00
4+00
SCALE SHEET NO 4 OF 5HOR. 1" = 20 FT
= NEW CONCRETE SIDEWALK, DRIVEWAYS , PAVEMENT, & CURB AND GUTTER
PROP
GUT
612.60
PROP
CB 612.20
PROP
GUT
612.60
PROP
GUT
612.35
PROP
CB
613.80
PROP GUT 616.90
PROP
GUT
616.20
PROP
GUT
616.55
PROP
GUT
613.15
MEET
EB 613.80
MEET
EB 614.0
PROP
GUT
614.00
PROP
PAV
613.60
PROP
GUT
616.65
PROP
GUT
616.60
1.94%
1.68%
2.17%
1.70%
1.90%
PROP
PAV
613.60
1.98%
19'
19'
25'
19'
19'
26'
22'
60'
60'
30'
X
X
XX
X
XX
PROP
CB 612.35
9.5' TYP
EX SW 613.7
EX SW 613.2
ex sw 613.8
EX SW 613.0
EX SW 613.9
EX SW 6114
.2
EX SW 615.2
EX SW 616.3
EX SW 617.4
EX SW 617.3
EX SW 617.1
EX SW 616.8
EX SW 616.6
X X X X
X
X
19'
24'
X
X
X
X
X
X
X
X
9.5' TYP
benc
h
19'
19'
9.5' TYP
PROP
PAV
614.00
1.94%
X
X
X X X XX
X
X
XX
X
X
X
X
X
0.36%0.36%
PROP CURB AND GUTTER, CONC, DET F4
PROP CURB AND GUTTER, CONC, DET F4
PROP CURB AND GUTTER, CONC, DET F4
10'
BUILDING
TEL
SAN
TEL
PROP DECORATIVE BLOCK WALL
PROP DECORATIVE BLOCK WALL
PARKING LOT LAYOUT AND PAVEMENT MARKING DETAIL
PROP DECORATIVE BLOCK WALL
PROP CURB AND GUTTER, CONC, DET F4
20'
ENTRANCE
ENTRANCE30'
= NEW HMA, PAVT
= DECORATIVE BLOCK WALL
STA 4+00 RT6.25 SFT SIGN, TYPE IIIA (STOP)12 FT POST, STEEL, 3 LB
STA 2+67 RT6.25 SFT SIGN, TYPE IIIA (STOP)12 FT POST, STEEL, 3 LB
850 FT PAVT MRKG, WATERBORNE, 4 INCH, WHITE
1000 FT PAVT MRKG, WATERBORNE, 4 INCH, WHITE
280 FT PAVT MRKG, WATERBORNE, 4 INCH, WHITE
2 SFT SIGN, TYPE IIIC(R7-8 & R7-8P)12 FT POST, STEEL, 2 LB
1.5 SFT SIGN, TYPE IIIC(R7-8)12 FT POST, STEEL, 2 LB
120 FT PAVT MRKG, WATERBORNE, 4 INCH, BLUE2 EA PAVT MRKG, WATERBORNE, HANDICAP, SYM BLUE
PERMANENT PAVEMENT MARKING AND SIGNING QUANTITIES
PAVT MRKG, WATERBORNE, 4 INCH, BLUE 220 FT
POST, STEEL, 3 LB 24 FT
SIGN DESCRIPTION
TYPE, IIIA SIGNING QUANTITIES
QUANTITY DIMENSIONS AREA
R7-8P VAN ACCESSIBLE 1 12"X6" 0.5 SFT
14.5 SFTTOTAL AREA
PAVT MRKG, WATERBORNE, 4 INCH, WHITE 2130 FT
R7-8 RESERVED HANDICAP 4 18"X12" 6 SFTRI-1 STOP 2 24"X24" 8 SFT
POST, STEEL, 2 LB 36 FT
PAVT MRKG, WATERBORNE, HANDICAP, SYM, BLUE 4 EASIGN, TYPE IIIA 15 SFT
3 SFT SIGN, TYPE IIIC(2 EA R7-8)12 FT POST, STEEL, 2 LB
EX C
URB &
GUTTER
EX CB
TIP GUTTER PAN DOWN
TIP GUTTER PAN DOWN
EASEMENT
EASEMENT
10'
52.2
7'
16.98'
7.7
3'
5'34.7
3'
9'
31.2'
30.98'
EASEMENT
EASEMENTLINE STA 2+00 TO 3+95 NO CURB HEAD, PAN ONLYSTA 2+00 TO 3+95 NO CURB HEAD, PAN ONLY
19'
120 FT PAVT MRKG, WATERBORNE, 4 INCH, BLUE2 EA PAVT MRKG, WATERBORNE, HANDICAP, SYM BLUE
9.5
' TYP
5'
8'
5'
9.5' TYP
TOTAL 89 PARKING SPACES4 HANDICAP SPACES85 STANDARD SPACES
TRANSELEC ELEC
EX 613.50
EX 613.05
EX DOO
R 613.50
SURVEY
AS-BUILT
CITY OF MUSKEGONOFFICE OF THE CITY ENGINEER
MAY 17
APPROVED
DRAWN
CHECKED
C WIGGINS REVISION
REVISION
REVISION
PROJECT NOAPRIL 17C WIGGINS
B-253Brookens
JEFFERSON & WESTERNPARKING LOT
JAN 18
Brookens MAR 18
2'
5'
3'
24'
5'3'2'
SCALE SHEET NO 5 OF 5HOR. 1" = 20 FT
SURVEY
AS-BUILT
CITY OF MUSKEGONOFFICE OF THE CITY ENGINEER
MAY 17
APPROVED
DRAWN
CHECKED
C WIGGINS REVISION
REVISION
REVISION
PROJECT NOAPRIL 17C WIGGINS
B-253Brookens
JEFFERSON & WESTERNPARKING LOT
JAN 18
Brookens MAR 18
TRAFFIC CONTROL DETAIL
N
W
E
project location
ONE WAY
ONE WAY ONE W
AY ONE W
AY
W21-4
W21-4
1. THE CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, RESIDENCES.
TRAFFIC CONTROL NOTES:
2. IN ADDITION TO THE PLASTIC BARRELS USED FOR CHANNELING DEVICES THE CONTRACTOR WILL SUPPLY AN ADDITIONAL 10 PLASTIC BARRELS, FOR MARKING TEMPORARY DRIVES, BLOCKING EXISTING DRIVES, AND SIDEWALKS, ETC. AS DIRECTED BY THE ENGINEER.
TOTAL
TOTAL AREADESCRIPTION
ROAD WORK AHEAD
SIGN
W21-4
PHASE I ESTIMATED QUANTITIES SIGN, TYPE B TEMPORARY
AREA QUANTITY
2 16 SFT 32 SFT
48 SFT
ESTIMATED PHASE I TRAFFIC CONTROL DEVICES
SIGN, TYPE B TEMP, PRISMATIC, FURNSIGN, TYPE B TEMP, PRISMATIC, OPERMINOR TRAFFIC DEVICES
EAEA
SFTSFT
2525
14848
PLASTIC DRUM, HIGH INTENSITY, FURNPLASTIC DRUM, HIGH INTENSITY, OPER
G20-2 2 16 SFTEND ROAD WORK 8 SFT
G20-2
G20-2
LS