812.374
FND PIPE 1IN IN MON BOX
3
0.000
6"PIN
134
0.000
8"SPR
139
0.000
4"SPR
140
0.000
4"OAK
141
0.000
3"SPR
148
810.021
PP
149
810.753
GUY
150
8
1
0
.
6
9
0
G
U
Y
1
5
1
810.189
OHE1 .
152
810.157
OHE2 .
153
810.005
OHE3 .
154
810.045
OHE4 .
155
808.445
OHE4 /
186
0.000
4"SPR
195
0.000
4"TWSPR
207
810.464
OHE2 /
233
810.428
PP
234
0.000
4"TWHIC
255
0.000
5"HIC
260
0.000
4"HIC
261
0.000
6"HIC
265
810.757
6"HIC
266
809.335
PP
277
809.686
OHE1 .
281
809.732
OHE1 /
286
809.588
FN
316
810.649
FN
321
808.585
14"PIN
338
806.812
FN
483
O
H
E
O
H
E
OH
E
OH
E
O
H
E
O
H
E
O
H
E
O
H
E
OHE
OHE
O
H
E
812.374
FND PIPE 1IN IN MON BOX
3
0.000
6"PIN
134
0.000
8"SPR
139
0.000
4"SPR
140
0.000
4"OAK
141
0.000
3"SPR
148
810.021
PP
149
810.753
GUY
150
8
1
0
.
6
9
0
G
U
Y
1
5
1
810.189
OHE1 .
152
810.157
OHE2 .
153
810.005
OHE3 .
154
810.045
OHE4 .
155
808.445
OHE4 /
186
0.000
4"SPR
195
0.000
4"TWSPR
207
810.464
OHE2 /
233
810.428
PP
234
0.000
4"TWHIC
255
0.000
5"HIC
260
0.000
4"HIC
261
0.000
6"HIC
265
810.757
6"HIC
266
809.335
PP
277
809.686
OHE1 .
281
809.732
OHE1 /
286
809.588
FN
316
810.649
FN
321
808.585
14"PIN
338
806.812
FN
483
O
H
E
O
H
E
OH
E
OH
E
O
H
E
O
H
E
O
H
E
O
H
E
OHE
OHE
O
H
E
UTILITIESELECTRIC
GAS
CABLE
TELEPHONE
"MISS DIG"
INDIANA MICHIGAN POWER
2425 MEADOWBROOK ROAD
BENTON HARBOR, MI 49058
(269) 926-0683
KURT SCHNEIDER
CONSUMERS ENERGY
2500 CORK STREET
KALAMAZOO, MI 49001
(269) 337-2366
KYLE OAK
MEDIACOM
1101 AUBURN DRIVE
AUBURN, IN 46706
(269) 927-3015
CRAIG GREY
FRONTIER/VERIZON
601 N US-131
THREE RIVERS, MI 49093
(269) 273-0383
JEREMY MCCORD
811
INDEX OF PLANS
C101
DATE:
SCALE:
REVISIONS
P:\Kalamazoo\184171 Antwerp Twp - Harwick Cemetery\B50
AutoCAD\Harwick Cemetary\2019.05.22 Dwgs\C101.dwg C101 7/15/2019
2:58:36 PM
THE REPRODUCTION, COPYING OR OTHER
USE OF THIS DRAWING WITHOUT WRITTEN
CONSENT IS PROHIBITED.
© 2018 WIGHTMAN & ASSOCIATES, INC.
BENTON HARBOR
2303 Pipestone Road
Benton Harbor, MI 49022
Phone: 269.927.0100
KALAMAZOO
433 East Ransom Street
Kalamazoo, MI 49007
Phone: 269.327.3532
ALLEGAN
1670 Lincoln Road
Allegan, MI 49010
Phone: 269.673.8465
www.gowightman.com
JOB No.
MAY, 2019
02 6/27/19 PDS
ISSUED FOR BIDDING
01 6/5/2019 PDS
SUBMITTED FOR SITE PLAN
REVIEW
ANTWERP
TOWNSHIP
24821 FRONT STREET
MATTAWAN, MI 49071
PROJECT NAME:
HARWICK
CEMETARY
EXPANSION
56000 COUNTY ROAD 657
PAW PAW, MI 49079
NOTES, REMOVALS,
AND SOIL EROSION
AND SEDIMENTATION
CONTROL PLAN
ANTWERP TOWNSHIPHARWICK CEMETARY EXPANSION
N
PROJECT LOCATION MAP
SCALE: NONE
1. THE "2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND "STANDARD PLANS" BY THE MICHIGAN
DEPARTMENT OF TRANSPORTATION (MDOT) ARE HEREBY INCORPORATED INTO THESE CONTRACT DOCUMENTS.
COPIES OF THESE STANDARDS ARE AVAILABLE FOR INSPECTION AT THE OFFICE OF THE ENGINEER.
2. THE PLACING OF TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL BE DONE IN ACCORDANCE WITH THE
2011 MICHIGAN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD), AS AMENDED.
3. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL LAWS, RULES AND REGULATIONS IN FORCE AT
THE TIME OF CONSTRUCTION.
4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION WITH OTHER CONTRACTORS
INVOLVED WITH CONSTRUCTION OF THE PROPOSED DEVELOPMENT AND FOR REPORTING ANY ERRORS OR
DISCREPANCIES BETWEEN THESE PLANS AND/OR PLANS PREPARED BY OTHERS. IF ANY ERRORS, DISCREPANCIES,
OR OMISSIONS BECOME APPARENT, THESE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO
CONSTRUCTION OF ANYTHING AFFECTED SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING ALL BONDS AND INSURANCE CERTIFICATES AND
SUBMITTING TRAFFIC CONTROL PLANS FOR REVIEW AND APPROVAL WHICH MAY BE REQUIRED BY THE ROAD
COMMISSION FOR THE CONSTRUCTION OF THIS PROJECT WITHIN THE ROAD RIGHT-OF-WAY. THE CONTRACTOR
SHALL APPLY FOR THESE PERMITS UNLESS OTHERWISE NOTED.
6. IN CONFORMANCE WITH PUBLIC ACT 174 OF 2013, ALL CONTRACTORS SHALL CALL MISS DIG @ 811 OR 800-482-7171
FOR PROTECTION OF UNDERGROUND UTILITIES A MINIMUM OF THREE FULL WORKING DAYS (EXCLUDING
SATURDAYS, SUNDAYS AND HOLIDAYS) PRIOR TO BEGINNING EACH EXCAVATION IN ANY AREA. MEMBERS WILL
THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING
UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM.
7. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND SHALL
CONDUCT HIS OPERATIONS IN A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL
NOT BE DISTURBED.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANTWERP TOWNSHIP TO NOTIFY THEM THAT WORK
IS COMMENCING.
9. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL PRE-EXISTING ON-SITE IMPROVEMENTS WITHIN LIMITS OF
CONSTRUCTION UNLESS OTHERWISE NOTED. THIS INCLUDES BUT IS NOT LIMITED TO CONCEALED FOUNDATIONS
AND FOOTINGS, CURBS, ASPHALTS, TREES, SHRUBS, EXISTING UTILITY LINES, DEBRIS AND ALL OTHER ITEMS AND
UTILITIES TO BE ABANDONED.
10. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING GRAVE SITES AND MARKERS FROM DAMAGE BY
CONSTRUCTION RELATED ACTIVITIES. ANY DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AT
THE EXPENSE OF THE CONTRACTOR.
11. THE OWNER SHALL PROVIDE 2 DAYS WRITTEN NOTICE TO THE CONTRACTOR OF A SCHEDULED BURIAL. THE
CONTRACTOR SHALL STOP WORK DURING THE TIME PERIOD SCHEDULED BY THE OWNER. THE CONTRACT PERIOD
SHALL BE EXTENDED BY ONE DAY FOR EACH SCHEDULED STOPPAGE.
12. IF AN EXISTING IMPROVEMENT IS REQUIRED TO BE REMOVED WITHIN THE SHOWN PROJECT LIMITS AND NOT
INCLUDED WITHIN THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL CONSIDER SUCH REMOVALS
INCIDENTAL AND THE CORRESPONDING COSTS THEREOF SHALL BE INCLUDED WITHIN THE LUMP SUM BID.
13. FILL SHALL BE PLACED AND ADEQUATELY KEYED INTO STRIPPED AND SCARIFIED SOILS PER THE MDOT 2012
STANDARD SPECIFICATIONS FOR CONSTRUCTION. ALL FILL MATERIAL SHOULD BE AT APPROXIMATELY THE
OPTIMUM MOISTURE CONTENT DURING COMPACTION. FURTHERMORE, FILL MATERIAL SHOULD NOT BE FROZEN
NOR BE PLACED ON A FROZEN BASE. IT IS RECOMMENDED THAT ALL EARTHWORK AND SITE PREPARATION
ACTIVITIES BE CONDUCTED UNDER ADEQUATE SUPERVISION AND PROPERLY CONTROLLED IN THE FIELD BY A
GEOTECHNICAL ENGINEERING TESTING FIRM.
14. COMPACTION OF ANY FILL BY FLOODING IS NOT ACCEPTABLE. THIS METHOD WILL GENERALLY NOT ACHIEVE THE
DESIRED COMPACTION, AND THE LARGE QUANTITIES OF WATER WILL TEND TO SOFTEN THE FOUNDATION SOILS.
15. ALL FILL FOR THIS PROJECT MUST BE OBTAINED AND FURNISHED BY THE CONTRACTOR. ALL REQUIRED FILL SHALL
BE SELECTED EXCAVATED MATERIAL FROM THE SITE APPROVED BY THE ENGINEER, OR MDOT CLASS II GRANULAR
MATERIAL FROM BORROW. EXCESS FILL SHALL BE REMOVED FROM SITE BY THE CONTRACTOR. NOTE: NO BORROW
OR SOIL REMOVAL ARRANGEMENTS HAVE BEEN PREARRANGED FOR THIS PROJECT, AND SHALL BE THE TOTAL
RESPONSIBILITY OF THE CONTRACTOR.
16. THE CONTRACTOR SHALL INSTALL A PEDESTRIAN FENCE AROUND ALL EXCAVATIONS TO BE LEFT OPEN OVERNIGHT,
AS REQUIRED.
17. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EXISTING DRAINAGE PATTERNS, AND SHALL RESOLVE ANY
DRAINAGE PROBLEMS ON ADJACENT PROPERTIES WHICH MAY RESULT FROM THE CONTRACTOR'S ACTIVITIES.
18. ADEQUATE DUST CONTROL MEASURES SHALL BE MAINTAINED BY THE CONTRACTOR AS DIRECTED BY THE
ENGINEER IN THE FIELD, TO BE INCLUDED IN THE VARIOUS ITEMS OF WORK.
19. MATERIAL FOR AGGREGATE BASE SHALL BE MDOT 22A GRAVEL, 22A SLAG, 22A LIMESTONE, 22A RECYCLED
CONCRETE, OR COLD MILLED, HMA MATERIAL WHICH APPROXIMATES THE GRADATION OF 22A MATERIAL. IF MILLED
HMA MATERIAL IS USED, IT MAY BE USED FULL DEPTH OR ON TOP OF 22A AGGREGATE TO OBTAIN THE REQUIRED
THICKNESS. 22A GRAVEL SHALL NOT BE PLACED ON TOP OF MILLED HMA MATERIAL. A MIX GREATER THAN 50%
MILLED HMA MATERIAL SHALL NOT BE USED AS AN AGGREGATE FROM SEPTEMBER 15 TO MAY 1 WITHOUT THE
WRITTEN APPROVAL OF THE ENGINEER.
20. DATUM REFERS TO NAVD 88 DATUM.
21. ALL SCALES FOR DRAWINGS AND DETAILS ARE BASED ON 24"x36" PRINTED PLANS. DIMENSIONS TAKE PRECEDENCE
OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.
22. HMA MATERIALS FOR THIS PROJECT SHALL BE PERFORMANCE GRADE 58-28.
23. ANY SANITARY SEWER, SANITARY SEWER SERVICE LEADS, WATER MAIN, WATER SERVICES, OR STORM SEWER
THAT IS DAMAGED BY THE CONTRACTOR DURING THEIR OPERATIONS SHALL BE REPAIRED TO THE OWNER'S
SATISFACTION AND AT THE CONTRACTOR'S EXPENSE.
24. ALL PERMANENT SIGNAGE SHALL COMPLY WITH THE MICHIGAN'S BARRIER FREE DESIGN REQUIREMENTS AND THE
AMERICANS WITH DISABILITIES ACT.
25. SOILS EXPOSED IN THE BASE OF ALL SATISFACTORY FOUNDATION EXCAVATIONS SHOULD BE PROTECTED AGAINST
ANY DETRIMENTAL CHANGES IN CONDITION SUCH AS FROM DISTURBANCE, RAIN, AND FREEZING. SURFACE
RUN-OFF WATER SHOULD BE DRAINED AWAY FROM THE EXCAVATION AND NOT ALLOWED TO POND. IF POSSIBLE,
ALL FOOTING CONCRETE SHOULD BE POURED THE SAME DAY THE EXCAVATION IS MADE. IF THIS IS NOT PRACTICAL,
THE FOOTING EXCAVATIONS SHOULD BE ADEQUATELY PROTECTED.
20. SOIL, AGGREGATE, AND HMA DENSITY TESTING - THE ENGINEER SHALL VERIFY THE DENSITY OF ALL PLACED
MATERIALS AS SPECIFIED. COMPACTION TESTING SHALL TAKE PLACE PRIOR TO INSTALLATION OF THE
AGGREGATE BASE AND PRIOR TO THE INSTALLATION OF THE HMA PAVEMENT. THE CONTRACTOR SHALL NOTIFY
THE ENGINEER A MINIMUM OF 3 DAYS PRIOR TO ALL AGGREGATE AND HMA PLACEMENT ACTIVITIES.
21. PROPERTY OWNER'S NAMES, WHERE SHOWN, ARE FOR INFORMATION ONLY, AND THEIR ACCURACY IS NOT
GUARANTEED.
22. THE CONTRACTOR SHALL NOTE THE OWNER INTENDS TO SOLICIT BIDS DIRECTLY THROUGH ITS OWN
PROCUREMENT PROCESSES. THE PLANS PREPARED BY THE ENGINEER DEPICT THE ENTIRETY OF THE WORK TO
BE COMPLETED IN WHOLE BY THE CONTRACTOR, WHICH WORK GENERALLY CONSISTS OF STRIPPING TOPSOIL
AND COMPLETING ANY NECESSARY REMOVALS, EARTHWORK ACTIVITIES TO SHAPE, FORM, MOVE AND COMPACT
SAND TO THE DESIRED CROSS SECTION, PLACEMENT AND COMPACTION OF AGGREGATE BASE, PLACEMENT AND
COMPACTION OF HOT MIX ASPHALT PAVEMENT, AND ALL ASSOCIATED RESTORATION AND SOIL EROSION AND
SEDIMENTATION CONTROL MEASURES. IN PREPARING THE BID TO BE SUBMITTED TO THE TOWNSHIP, THE
CONTRACTOR SHALL INCLUDE ALL COSTS, LABOR, MATERIAL, EQUIPMENT AND ANY ACTIVITIES NECESSARY TO
COMPLETE THE INDICATED WORK IN WHOLE, WHETHER DIRECTLY CALLED OUT FOR OR IMPLIED WHEN APPLYING
TYPICAL INDUSTRY STANDARDS AND INCORPORATION OF THE 2012 MDOT STANDARD SPECIFICATIONS INTO ALL
REQUIRED WORK ITEMS.
23. THE CONTRACTOR SHALL CONSULT DIRECTLY WITH THE TOWNSHIP TO DETERMINE INSURANCE AND BONDING
REQUIREMENTS FOR THIS PROJECT.
PROJECT NOTES
80-02-010-016-30
WEGELER ANTHONY J
55755 CR 657
PAW PAW, MI 49079
80-02-010-016-35
WEGELER ALAN W & MARCY L
55415 CR 657
PAW PAW, MI 49079
80-02-015-007-01
BRITTON STEPHEN P SR & SUSAN LYNN
55415 CR 657
PAW PAW, MI 49079
##
SOIL EROSION & SEDIMENTATION CONTROL NOTES
1 ALL CONSTRUCTION METHODS SHALL BE DONE IN COMPLIANCE WITH THE MICHIGAN SOIL EROSION AND
SEDIMENTATION CONTROL ACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A "SOIL EROSION
PERMIT" FROM THE COUNTY AND SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS OF THE
COUNTY "SOIL EROSION PERMIT." EROSION CONTROL MEASURES SHOWN ON THE PLANS ARE THE MINIMUM
REQUIREMENTS AND SHALL NOT RELIEVE THE CONTRACTOR'S RESPONSIBILITY FOR PROVIDING ALL
REQUIRED EROSION CONTROL MEASURES.
2. AVOID UNNECESSARY DISTURBING OR REMOVING OF EXISTING VEGETATED TOPSOIL OR EARTH COVER,
THESE COVER AREAS ACT AS SEDIMENT FILTERS.
3. ALL TEMPORARY SOIL EROSION PROTECTION SHALL REMAIN IN PLACE UNTIL REMOVAL IS REQUIRED FOR
FINAL CLEAN UP AND APPROVAL.
4. MAINTENANCE, CLEANING, AND REMOVAL OF THE VARIOUS SEDIMENT CONTROL MEASURES SHALL BE
INCLUDED IN THE VARIOUS EROSION CONTROL ITEMS.
NUMBER IN CIRCLE REFERS TO NUMBERED DETAILS ON MDOT STANDARD PLAN R-96 SERIES, SOIL EROSION &
SEDIMENTATION CONTROL MEASURES. "P" DENOTES PERMANENT MEASURE AND "T" DENOTES TEMPORARY
MEASURE. SOIL EROSION CONTROL PLANS DENOTE MINIMUM EROSION MEASURES REQUIRED AS DESCRIBED
BELOW.
DENOTES PERMANENT SEEDING. ALL DISTURBED AREAS NOT PAVED OR GRAVELED SHALL BE
RESTORED. RESTORATION SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATION FOR
TURF ESTABLISHMENT, MODIFIED AND GENERALLY DESCRIBED AS FOLLOWS: PLACE TOPSOIL
SURFACE, SALV, 4 INCH, JONATHAN GREEN TURF PRO BLACK BEAUTY HEAT AND DROUGHT GRASS
SEED BLEND OR APPROVED EQUAL CONTAINING: 40% MONTANA FESCUE, 30% TALUS TALL
FESCUE, 30% TONTO TALL FESCUE, APPLIED AT A RATE RECOMMEND BY THE MANUFACTURER;
CHEMICAL NUTRIENT FERTILIZER 21-22-4 WITH 0.08% MESOTRIONE HERBICIDE BY THE
ANDERSONS AT A RATE OF 190 LBS PER ACRE; MULCH AT A RATE OF 2 TON/ACRE AND MULCH
ANCHORING. (APPLIES TO ENTIRE PROJECT)
3P
DENOTES AGGREGATE COVER/PERMANENT PAVEMENT RESTORATION
8P
DENOTES GRAVEL ACCESS APPROACH. APPROACH SHALL BE INSTALLED TO PROVIDE STABLE
ACCESS TO ROADWAYS AND MINIMIZE DUST AND TRACKING OF MATERIALS ONTO PUBLIC
STREETS AND HIGHWAYS. THE APPROACH SHALL BE A MINIMUM OF 10' WIDE, 6" DEEP, AND
CONSIST OF 2"-4" AGGREGATE
14T
DENOTES TEMPORARY SILT FENCE. SILT FENCE SHALL BE INSTALLED AT CREEK
CROSSINGS, ADJACENT TO ALL WETLANDS AND SURFACE WATERS, AND OTHER LOCATIONS AS
DIRECTED BY THE ENGINEER. EACH SILT FENCE SHALL BE INSTALLED GENERALLY ALONG THE
SAME CONTOUR ELEVATION.
26T
DENOTES MULCH BLANKETS. MULCH BLANKET SHALL BE PROVIDED AT LOCATIONS SHOWN ON
THE PLANS, AT SLOPES GREATER THAN 1:3, AREAS WITH CONCENTRATED FLOWS, AND AS
DIRECTED BY THE ENGINEER IN THE FIELD, TO PREVENT RUNOFF AND EROSION.
33
MB
PROJECTLOCATION
58TH AVE
I-94
CR
657
N
1 inch = ft.
0
40
40 60 80
W
SB
= SANITARY MANHOLE
= SECTION CORNER
= PAVEMENT/SOIL BORING
= TELEPHONE MANHOLE
= WELL
= CATCH BASIN
= CURB INLET
= STORM MANHOLE
= GAS VALVE
= WATER VALVE
E
C
OHE
G
T
FO
ELECTRIC LINE (OVERHEAD)
SANITARY SEWER
WATER MAIN
= TELEPHONE RISER BOX
= FIRE HYDRANT
= GUY ANCHOR
= SATELLITE DISH
CONIFEROUS TREE
= POST
BUSH
= SIGN
STUMP
DECIDUOUS TREE
= LIGHT POLE
EXISTING DITCH LINE
CABLE
STORM SEWER
EXISTING TREE LINE
FORCEMAIN
FIBER OPTIC LINE
= UTILITY POLE
LEGEND
FENCE
= WATER MANHOLE
TREE DESIGNATORS
E
G
T
ELECTRIC LINE
GAS LINE
TELEPHONE LINE
RIGHT-OF-WAY LINE
EASEMENT LINE/GRADING PERMIT
PROPERTY LINE
= MONITORING WELL
= ANTENNA
O O O O O O O O [] [] [] [] [] [] [] [] []
GUARDRAIL
= CLEAN OUT
= ELECTRIC MANHOLE
= PROPOSED GATE VALVE & VAULT
= PROPOSED REDUCER
= WATER ELEVATION
CO
C
MW
= FOUND IRON PIPE
= TURNING POINT/TRAVERSE
= CABLE RISER BOX
= WATER SPIGOT
VLT= VAULT
WM= WATER METER
E
SA
ST
T
CB
= PROPOSED STORM MANHOLE
= PROPOSED SANITARY MANHOLE
R
R
CENTER LINE
GRADING LIMITS/LIMITS OF DISTURBANCE
SECTION LINE
W
= PROPOSED GATE VALVE & BOX
= PROPOSED HYDRANT
TO BE ABANDONED
IIIIIIIIIIIIIIIIIIII
= MAILBOX
PROPOSEDEXISTING
CONIFEROUS TREE
TO BE REMOVED
DECIDUOUS TREE
TO BE REMOVED
C
OHE
FO
26T
26T
8P
8P
8P
8P
8P
8P
33
MB
33
MB
R
R
R
R
R
R
R
R
R
R
R
R
R
RELOCATE EXISTING POWER POLE
PRIOR TO CONSTRUCTION - BY OTHERS
CO
UN
TY
R
OA
D 6
57
CAUTION: OVERHEAD UTILITY
OVERLAY EXISTING HMA DRIVE
PROTECT EXISTING
HEADSTONE/ GRAVE SITE TYP
3P
3P
3P
3P
3P
3P
3P
3P
3P
REMOVE EXISTING AGGREGATE DRIVE
OVERLAY EXISTING HMA DRIVE
26T
26T
26T
26T
48 SYD - REMOVE EXISTING HMA DRIVE
PROJECT BASE BID SHALL INCLUDE ALL TREE REMOVAL, EROSION CONTROL, TOPSOIL STRIPPING, EARTHMOVING,
CONCRETE HEADSTONE FOUNDATION CONSTRUCTION, PROPOSED ROAD SUBBASE PREPARATION, INSTALLATION
AND COMPACTION OF AGGREGATE BASE COURSE, TOPSOIL PLACEMENT, SEEDING, AND ALL OTHER WORK
NECESSARY TO COMPLETE THE IMPROVEMENTS AS SHOWN EXCEPT FOR THE FOLLOWING SCOPE TO BE BID AS
ADD-ALTERNATES:
THE CONTRACTOR'S LUMP SUM PRICE FOR PAVEMENT ALTERNATIVE SHALL INCLUDE EXISTING SURFACE
PREPARATION, BOND COAT, HMA OVERLAY AND NEW HMA CONSTRUCTION
THE CONTRACTOR'S LUMP SUM PRICE FOR FENCE ALTERNATIVE 1 SHALL INCLUDE ALL NECESSARY MATERIALS,
LABOR, AND EQUIPMENT TO INSTALL 725 FEET OF THREE RAIL WHITE VINYL FENCE ALONG NORTH, EAST, & SOUTH
BOUNDARY LINES OF THE PROPOSED CEMETERY EXPANSION AREA
THE CONTRACTOR'S LUMP SUM PRICE FOR FENCE ALTERNATIVE 2 SHALL INCLUDE ALL NECESSARY MATERIALS,
LABOR, AND EQUIPMENT TO INSTALL 187 FEET OF 6' TALL WHITE VINYL SCREENING FENCE ALONG THE NORTH
BOUNDARY LINE OF THE EXISTING CEMETERY
THE CONTRACTOR SHALL RELOCATE SELECTED VALUABLE, QUALITY TREES FROM THE MIDDLE OF THE SITE TO
THE PERIMETER OF THE SITE PRIOR AT THE DIRECTION OF THE OWNER PRIOR TO TREE CUTTING AND REMOVAL.
THIS WORK SHALL BE PAID AT THE CONTRACTOR'S UNIT PRICE SUBMITTED FOR TREE RELOCATION ALTERNATIVE.
C101 NOTES, REMOVALS, AND SOIL EROSION AND SEDIMENTATION CONTROL PLAN
C102 PROPOSED LAYOUT AND GRADING
229'
163'
29'
110'
7.8'
197.1'
8'
1'
16'
12'
156'
8'
16'
6'
72'
28'
8'12'4.7'
149'
4.1'16'
227'
12'
812.374
FND PIPE 1IN IN MON BOX
3
809.871
TP NL
21
813.592
TP NL
22
0.000
6"PIN
134
0.000
8"SPR
139
0.000
4"SPR
140
0.000
4"OAK
141
0.000
3"SPR
148
0.000
4"SPR
195
0.000
4"TWSPR
207
810.428
PP
234
0.000
4"TWHIC
255
0.000
5"HIC
260
0.000
4"HIC
261
0.000
6"HIC
265
810.757
6"HIC
266
809.335
PP
277
809.588
FN
316
810.649
FN
321
808.585
14"PIN
338
806.812
FN
483
810.413
BM GIN SPIKE IN PP
1000
809.797
BM CI
1001
0.000
M SEARCH
12
0.000
M SEARCH
13
0.000
M SEARCH
14
0.000
M SEARCH
15
0.000
M SEARCH
16
0.000
M SEARCH
17
0.000
M SEARCH
18
O
H
E
O
H
E
O
H
E
809.45
809.45
809.31
809.29
808.90
809.02
809.32
808.67
809.00
809.00
809.00
809.16
809.01
808.90
809.00
809.16
809.00
808.90
808.90
809.08
809.35
809.21
809.64
809.24
809.12
809.00
809.43
808.90
809.54
810.27
809.42
809.87
810.52
809.43
810.58
809.35
809.00
809.24
809.33
809.12
809.00
809.24
809.17
810.57
809.32
809.24 810.00
809.24
809.28
809.45
809.00
809.13
809.24809.20
809.12
809.13
808.90
809.00
809.01
809.00
809.16
809.00
807.89
809.32
808.87
809.16
809.00
809.16
809.00
809.00
808.00
808.00
809.16
809.00
809.22
809.01
807.91
809.10
808.94
809.02
809.00
809.00
809.22
808.59
809.30
809.15
809.36
809.25
810.20
810.20
810.10
810.16
808.64
809.00
808.90
808.90
9'
8
0
9
8
0
9
8
0
9
8
0
9
8
0
9
8
0
9
8
1
0
8
1
0
8
1
0
8
0
9
8
0
8
8
0
9
8
0
8
8
0
8
8
0
9
8
0
9
8
0
9
8
0
9
8
0
9
8
0
9
812.374
FND PIPE 1IN IN MON BOX
3
809.871
TP NL
21
813.592
TP NL
22
0.000
6"PIN
134
0.000
8"SPR
139
0.000
4"SPR
140
0.000
4"OAK
141
0.000
3"SPR
148
0.000
4"SPR
195
0.000
4"TWSPR
207
810.428
PP
234
0.000
4"TWHIC
255
0.000
5"HIC
260
0.000
4"HIC
261
0.000
6"HIC
265
810.757
6"HIC
266
809.335
PP
277
809.588
FN
316
810.649
FN
321
808.585
14"PIN
338
806.812
FN
483
810.413
BM GIN SPIKE IN PP
1000
809.797
BM CI
1001
0.000
M SEARCH
12
0.000
M SEARCH
13
0.000
M SEARCH
14
0.000
M SEARCH
15
0.000
M SEARCH
16
0.000
M SEARCH
17
0.000
M SEARCH
18
O
H
E
O
H
E
O
H
E
-
1
.
0
%
-
1
.
4
%
-
3
.
4
%
-2.1%
-
2
.
7
%
-2.1%
-1.9%
-2.0%
-2.0%
-
1
.
5
%
-1.2%
-2.0%
-1.3%
-
1
.
4
%
-2.0%
-2.0%
-1.9%
-
2
.0
%
-1.2%
-1.6%
-
1
.
8
%
-
1
.
7
%
-2.6%
0.0%
0.0%
-2
.9
%
-2.0%
808.90
808.90
24
' P
LO
T2
4' P
LO
T
13.5' PLOT
27' (2 PLOTS)
4'
11'
A
3'
5'
20"
A
C102
DATE:
SCALE:
REVISIONS
P:\Kalamazoo\184171 Antwerp Twp - Harwick Cemetery\B50
AutoCAD\Harwick Cemetary\2019.05.22 Dwgs\C102.dwg C102 6/27/2019
4:21:10 PM
OF 2
THE REPRODUCTION, COPYING OR OTHER
USE OF THIS DRAWING WITHOUT WRITTEN
CONSENT IS PROHIBITED.
© 2018 WIGHTMAN & ASSOCIATES, INC.
BENTON HARBOR
2303 Pipestone Road
Benton Harbor, MI 49022
Phone: 269.927.0100
KALAMAZOO
433 East Ransom Street
Kalamazoo, MI 49007
Phone: 269.327.3532
ALLEGAN
1670 Lincoln Road
Allegan, MI 49010
Phone: 269.673.8465
www.gowightman.com
JOB No.
MAY, 2019
02 6/27/19 PDS
ISSUED FOR BIDDING
01 6/5/2019 PDS
SUBMITTED FOR SITE PLAN
REVIEW
ANTWERP
TOWNSHIP
24821 FRONT STREET
MATTAWAN, MI 49071
PROJECT NAME:
HARWICK
CEMETARY
EXPANSION
56000 COUNTY ROAD 657
PAW PAW, MI 49079
PROPOSED LAYOUT
AND GRADING
N
1 inch = ft.
0
20
20 30 40
R 20'
R 50'
R 38'
R 20'
R 20'
R 20'
R 20'
R 20'
R 20'
R 20'
R 20'
LEGEND
1,400 SYD - SURFACE WITH AGGREGATE BASE, 6
INCH, 22A; 165#/SYD HMA, 13A, LEVELING; AND
165#/SYD HMA, 36A, TOP.
CO
UN
TY
R
OA
D 6
57
ITEM AWI YIELD PERFORMANCE GRADE
HMA, 13A (LEVELING)
165#/SYD P.G. 58 - 28
HMA, 36A (TOP)
N/A 165#/SYD P.G. 58 - 28
HMA BOND COAT (NOT A PAY ITEM)
0.05 TO 0.15 GAL/SYD SS - 1h
SECTION A-A
3' DEEP X 20" WIDE
CONTINUOUS CONCRETE
HEADSTONE FOUNDATION.
SIX (6) GRAVE SITES PER PLOT
PLOT, GRAVE AND FOUNDATION DETAIL
SCALE: 1" = 10'
645 TOTAL GRAVE SITES
HEADSTONE
PROPOSED GRADE
106'
16'
176'
16'
10'
FINISHED GRADE SHALL BE LEVEL AND
EVEN WITH TOP OF CONCRETE
HEADESTONE FOUNDATIONS TO
FACILITATE MOWING
624 LFT - CONCRETE HEADSTONE FOUNDATION
HMA APPLICATION TABLE
PROPOSED DRAINAGE SWALE
EXISTING HEADSTONE - PROTECT
25' BURIAL PLOT SETBACK
25' B
UR
IA
L P
LO
T S
ET
BA
CK
PROPOSED HALF PLOTS
(3 GRAVE SITES PER HALF PLOT)
11 PLOT X 6.5 PLOT MATRIX
12 PLOT X 3 PLOT MATRIX
FENCE ALTERNATIVE 1: 725 FT - THREE RAIL WHITE
VINYL FENCE AROUND NORTH, EAST, & SOUTH
BOUNDARY LINES - SEE PROJECT SPECIFICATIONS
284 SYD - CLEAN EXISTING SURFACE, APPLY HMA
BOND COAT AND SURFACE WITH HMA OVERLAY,
165#/SYD HMA, 36A.
360 LFT - CONCRETE HEADSTONE FOUNDATION
FENCE ALTERNATIVE 2: 187' - 6' TALL WHITE VINYL
SCREENING FENCE - SEE SPECIFICATIONS
BOTTOM OF VAULT EXCAVATION