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BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
Know what's below.
Call before you dig.
PLUR
IBU
ES
UN U
M
CI
RC
UM
SP
IC
E
SI
QU
EREI
SP
EN
IN
SU
LA
MA
MOE
NAM
DEP
ART
MEN
T O
F TE
CHN
OLO
GY
, MA
NA
GEM
ENT
AN
D B
UD
GET
STA
TE F
ACI
LITI
ES A
DM
INIS
TRA
TIO
N
N
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
Know what's below.
Call before you dig.
PLUR
IBU
ES
UN U
M
CI
RC
UM
SP
IC
E
SI
QU
EREI
SP
EN
IN
SU
LA
MA
MOE
NAM
DEP
ART
MEN
T O
F TE
CHN
OLO
GY
, MA
NA
GEM
ENT
AN
D B
UD
GET
STA
TE F
ACI
LITI
ES A
DM
INIS
TRA
TIO
N
N
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
Know what's below.
Call before you dig.
PLUR
IBU
ES
UN U
M
CI
RC
UM
SP
IC
E
SI
QU
EREI
SP
EN
IN
SU
LA
MA
MOE
NAM
DEP
ART
MEN
T O
F TE
CHN
OLO
GY
, MA
NA
GEM
ENT
AN
D B
UD
GET
STA
TE F
ACI
LITI
ES A
DM
INIS
TRA
TIO
N
N
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
Know what's below.
Call before you dig.
PLUR
IBU
ES
UN U
M
CI
RC
UM
SP
IC
E
SI
QU
EREI
SP
EN
IN
SU
LA
MA
MOE
NAM
DEP
ART
MEN
T O
F TE
CHN
OLO
GY
, MA
NA
GEM
ENT
AN
D B
UD
GET
STA
TE F
ACI
LITI
ES A
DM
INIS
TRA
TIO
N
N
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
Know what's below.
Call before you dig.
PLUR
IBU
ES
UN U
M
CI
RC
UM
SP
IC
E
SI
QU
EREI
SP
EN
IN
SU
LA
MA
MOE
NAM
DEP
ART
MEN
T O
F TE
CHN
OLO
GY
, MA
NA
GEM
ENT
AN
D B
UD
GET
STA
TE F
ACI
LITI
ES A
DM
INIS
TRA
TIO
N
N
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
Know what's below.
Call before you dig.
PLUR
IBU
ES
UN U
M
CI
RC
UM
SP
IC
E
SI
QU
EREI
SP
EN
IN
SU
LA
MA
MOE
NAM
DEP
ART
MEN
T O
F TE
CHN
OLO
GY
, MA
NA
GEM
ENT
AN
D B
UD
GET
STA
TE F
ACI
LITI
ES A
DM
INIS
TRA
TIO
N
N
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
Know what's below.
Call before you dig.
PLUR
IBU
ES
UN U
M
CI
RC
UM
SP
IC
E
SI
QU
EREI
SP
EN
IN
SU
LA
MA
MOE
NAM
DEP
ART
MEN
T O
F TE
CHN
OLO
GY
, MA
NA
GEM
ENT
AN
D B
UD
GET
STA
TE F
ACI
LITI
ES A
DM
INIS
TRA
TIO
N
N
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
Know what's below.
Call before you dig.
PLUR
IBU
ES
UN U
M
CI
RC
UM
SP
IC
E
SI
QU
EREI
SP
EN
IN
SU
LA
MA
MOE
NAM
DEP
ART
MEN
T O
F TE
CHN
OLO
GY
, MA
NA
GEM
ENT
AN
D B
UD
GET
STA
TE F
ACI
LITI
ES A
DM
INIS
TRA
TIO
N
N
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
Know what's below.
Call before you dig.
PLUR
IBU
ES
UN U
M
CI
RC
UM
SP
IC
E
SI
QU
EREI
SP
EN
IN
SU
LA
MA
MOE
NAM
DEP
ART
MEN
T O
F TE
CHN
OLO
GY
, MA
NA
GEM
ENT
AN
D B
UD
GET
STA
TE F
ACI
LITI
ES A
DM
INIS
TRA
TIO
N
N
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
Know what's below.
Call before you dig.
PLUR
IBU
ES
UN U
M
CI
RC
UM
SP
IC
E
SI
QU
EREI
SP
EN
IN
SU
LA
MA
MOE
NAM
DEP
ART
MEN
T O
F TE
CHN
OLO
GY
, MA
NA
GEM
ENT
AN
D B
UD
GET
STA
TE F
ACI
LITI
ES A
DM
INIS
TRA
TIO
N
N
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
Know what's below.
Call before you dig.
PLUR
IBU
ES
UN U
M
CI
RC
UM
SP
IC
E
SI
QU
EREI
SP
EN
IN
SU
LA
MA
MOE
NAM
DEP
ART
MEN
T O
F TE
CHN
OLO
GY
, MA
NA
GEM
ENT
AN
D B
UD
GET
STA
TE F
ACI
LITI
ES A
DM
INIS
TRA
TIO
N
N
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
Know what's below.
Call before you dig.
PLUR
IBU
ES
UN U
M
CI
RC
UM
SP
IC
E
SI
QU
EREI
SP
EN
IN
SU
LA
MA
MOE
NAM
DEP
ART
MEN
T O
F TE
CHN
OLO
GY
, MA
NA
GEM
ENT
AN
D B
UD
GET
STA
TE F
ACI
LITI
ES A
DM
INIS
TRA
TIO
N
N
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
Know what's below.
Call before you dig.
PLUR
IBU
ES
UN U
M
CI
RC
UM
SP
IC
E
SI
QU
EREI
SP
EN
IN
SU
LA
MA
MOE
NAM
DEP
ART
MEN
T O
F TE
CHN
OLO
GY
, MA
NA
GEM
ENT
AN
D B
UD
GET
STA
TE F
ACI
LITI
ES A
DM
INIS
TRA
TIO
N
N
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
Know what's below.
Call before you dig.
PLUR
IBU
ES
UN U
M
CI
RC
UM
SP
IC
E
SI
QU
EREI
SP
EN
IN
SU
LA
MA
MOE
NAM
DEP
ART
MEN
T O
F TE
CHN
OLO
GY
, MA
NA
GEM
ENT
AN
D B
UD
GET
STA
TE F
ACI
LITI
ES A
DM
INIS
TRA
TIO
N
N
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
Know what's below.
Call before you dig.
PLUR
IBU
ES
UN U
M
CI
RC
UM
SP
IC
E
SI
QU
EREI
SP
EN
IN
SU
LA
MA
MOE
NAM
DEP
ART
MEN
T O
F TE
CHN
OLO
GY
, MA
NA
GEM
ENT
AN
D B
UD
GET
STA
TE F
ACI
LITI
ES A
DM
INIS
TRA
TIO
N
N
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
Know what's below.
Call before you dig.
PLUR
IBU
ES
UN U
M
CI
RC
UM
SP
IC
E
SI
QU
EREI
SP
EN
IN
SU
LA
MA
MOE
NAM
DEP
ART
MEN
T O
F TE
CHN
OLO
GY
, MA
NA
GEM
ENT
AN
D B
UD
GET
STA
TE F
ACI
LITI
ES A
DM
INIS
TRA
TIO
N
N
------------------------------------------------
LOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAP
SHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEXSHEETSHEETSHEETSHEETSHEETSHEETSHEETSHEETSHEETSHEETSHEETSHEETSHEETSHEETSHEETSHEET
NO.NO.NO.NO.NO.NO.NO.NO.NO.NO.NO.NO.NO.NO.NO.NO. TITLETITLETITLETITLETITLETITLETITLETITLETITLETITLETITLETITLETITLETITLETITLETITLE
C0 TITLE SHEETTITLE SHEETTITLE SHEETTITLE SHEETTITLE SHEETTITLE SHEETTITLE SHEETTITLE SHEETTITLE SHEETTITLE SHEETTITLE SHEETTITLE SHEETTITLE SHEETTITLE SHEETTITLE SHEETTITLE SHEET
C1 OVERALL TOPOGRAPHIC SURVEYOVERALL TOPOGRAPHIC SURVEYOVERALL TOPOGRAPHIC SURVEYOVERALL TOPOGRAPHIC SURVEYOVERALL TOPOGRAPHIC SURVEYOVERALL TOPOGRAPHIC SURVEYOVERALL TOPOGRAPHIC SURVEYOVERALL TOPOGRAPHIC SURVEYOVERALL TOPOGRAPHIC SURVEYOVERALL TOPOGRAPHIC SURVEYOVERALL TOPOGRAPHIC SURVEYOVERALL TOPOGRAPHIC SURVEYOVERALL TOPOGRAPHIC SURVEYOVERALL TOPOGRAPHIC SURVEYOVERALL TOPOGRAPHIC SURVEYOVERALL TOPOGRAPHIC SURVEY
C2 DEMOLITION
C3 SITE PLAN
C4 DETAILS
ECHO POINT SHOOTINGECHO POINT SHOOTINGECHO POINT SHOOTINGECHO POINT SHOOTINGECHO POINT SHOOTINGECHO POINT SHOOTINGECHO POINT SHOOTINGECHO POINT SHOOTINGECHO POINT SHOOTINGECHO POINT SHOOTINGECHO POINT SHOOTINGECHO POINT SHOOTINGECHO POINT SHOOTINGECHO POINT SHOOTINGECHO POINT SHOOTINGECHO POINT SHOOTINGRANGE IMPROVEMENTRANGE IMPROVEMENTRANGE IMPROVEMENTRANGE IMPROVEMENTRANGE IMPROVEMENTRANGE IMPROVEMENTRANGE IMPROVEMENTRANGE IMPROVEMENTRANGE IMPROVEMENTRANGE IMPROVEMENTRANGE IMPROVEMENTRANGE IMPROVEMENTRANGE IMPROVEMENTRANGE IMPROVEMENTRANGE IMPROVEMENTRANGE IMPROVEMENT
CONSTRUCTION PLANS FORCONSTRUCTION PLANS FORCONSTRUCTION PLANS FORCONSTRUCTION PLANS FORCONSTRUCTION PLANS FORCONSTRUCTION PLANS FORCONSTRUCTION PLANS FORCONSTRUCTION PLANS FORCONSTRUCTION PLANS FORCONSTRUCTION PLANS FORCONSTRUCTION PLANS FORCONSTRUCTION PLANS FORCONSTRUCTION PLANS FORCONSTRUCTION PLANS FORCONSTRUCTION PLANS FORCONSTRUCTION PLANS FOR
MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGETMICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGETMICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGETMICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGETMICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGETMICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGETMICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGETMICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGETMICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGETMICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGETMICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGETMICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGETMICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGETMICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGETMICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGETMICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGETT.2 NORTH, R.14 WESTT.2 NORTH, R.14 WESTT.2 NORTH, R.14 WESTT.2 NORTH, R.14 WESTT.2 NORTH, R.14 WESTT.2 NORTH, R.14 WESTT.2 NORTH, R.14 WESTT.2 NORTH, R.14 WESTT.2 NORTH, R.14 WESTT.2 NORTH, R.14 WESTT.2 NORTH, R.14 WESTT.2 NORTH, R.14 WESTT.2 NORTH, R.14 WESTT.2 NORTH, R.14 WESTT.2 NORTH, R.14 WESTT.2 NORTH, R.14 WEST
CITY OF ALLEGAN, ALLEGAN COUNTY, MICHIGANCITY OF ALLEGAN, ALLEGAN COUNTY, MICHIGANCITY OF ALLEGAN, ALLEGAN COUNTY, MICHIGANCITY OF ALLEGAN, ALLEGAN COUNTY, MICHIGANCITY OF ALLEGAN, ALLEGAN COUNTY, MICHIGANCITY OF ALLEGAN, ALLEGAN COUNTY, MICHIGANCITY OF ALLEGAN, ALLEGAN COUNTY, MICHIGANCITY OF ALLEGAN, ALLEGAN COUNTY, MICHIGANCITY OF ALLEGAN, ALLEGAN COUNTY, MICHIGANCITY OF ALLEGAN, ALLEGAN COUNTY, MICHIGANCITY OF ALLEGAN, ALLEGAN COUNTY, MICHIGANCITY OF ALLEGAN, ALLEGAN COUNTY, MICHIGANCITY OF ALLEGAN, ALLEGAN COUNTY, MICHIGANCITY OF ALLEGAN, ALLEGAN COUNTY, MICHIGANCITY OF ALLEGAN, ALLEGAN COUNTY, MICHIGANCITY OF ALLEGAN, ALLEGAN COUNTY, MICHIGANFILE NO.: 751/17427 BDW
INDEX NO.: 25350ALLEGAN, MIALLEGAN, MIALLEGAN, MIALLEGAN, MIALLEGAN, MIALLEGAN, MIALLEGAN, MIALLEGAN, MIALLEGAN, MIALLEGAN, MIALLEGAN, MIALLEGAN, MIALLEGAN, MIALLEGAN, MIALLEGAN, MIALLEGAN, MI
ALLEGAN COUNTY, MICHIGANALLEGAN COUNTY, MICHIGANALLEGAN COUNTY, MICHIGANALLEGAN COUNTY, MICHIGANALLEGAN COUNTY, MICHIGANALLEGAN COUNTY, MICHIGANALLEGAN COUNTY, MICHIGANALLEGAN COUNTY, MICHIGANALLEGAN COUNTY, MICHIGANALLEGAN COUNTY, MICHIGANALLEGAN COUNTY, MICHIGANALLEGAN COUNTY, MICHIGANALLEGAN COUNTY, MICHIGANALLEGAN COUNTY, MICHIGANALLEGAN COUNTY, MICHIGANALLEGAN COUNTY, MICHIGAN
VICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAP
ALLEGAN COUNTY RIGHT-OF-WAY PERMITS
3 WORKING DAYS3 WORKING DAYS3 WORKING DAYS3 WORKING DAYS3 WORKING DAYS3 WORKING DAYS3 WORKING DAYS3 WORKING DAYS3 WORKING DAYS3 WORKING DAYS3 WORKING DAYS3 WORKING DAYS3 WORKING DAYS3 WORKING DAYS3 WORKING DAYS3 WORKING DAYS
OROROROROROROROROROROROROROROROR
RRRRRRRRRRRRRRRR
RRRRRRRRRRRRRRRR
For free location of public utility linesFor free location of public utility linesFor free location of public utility linesFor free location of public utility linesFor free location of public utility linesFor free location of public utility linesFor free location of public utility linesFor free location of public utility linesFor free location of public utility linesFor free location of public utility linesFor free location of public utility linesFor free location of public utility linesFor free location of public utility linesFor free location of public utility linesFor free location of public utility linesFor free location of public utility lines
SiteSiteSiteSiteSiteSiteSiteSiteSiteSiteSiteSiteSiteSiteSiteSite
CIV
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Te
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Te
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Te
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Te
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Te
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Te
l. (2
48
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La
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EN
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2535
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B. K
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BENCHMARK
MONROE ROAD
N
NF
BENCHMARK
33' ROW LINE
33' ROW LINE
MONROE ROAD
COUNTY ROAD COMMISSION PERMITN
NF
AGGREGATE PARKING CROSS SECTION
MONROE ROAD
N
NF
POST-MOUNTED
WIRE FENCE AND POST DETAIL
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
XX
X
X
X
X
X
X
25
PLAN VIEW
BARRIER FREE PARKING SIGNS
PROFILE VIEW
LOW POINT INLET FILTER
ADA PARKING SLAB END DETAIL
FRONT VIEW
PLAN VIEW
CONCRETE WALK / PARKING SECTION
SECTION A-A SECTION B-B
SILTFENCE DETAIL
HEAVY DUTY HMA PAVEMENT SECTION
DOUBLE BARRIER GATE
PARKING AREA BERM
STEWARDSHIP / ARTIFACT NOTE
SOIL EROSION CONTROL
8" CEDAR CORNER POSTPROVIDE
CHAMFERED OR ANGLED
TOP TO DRAIN WATER
(TYP)
PARKING AREA
PIT TOILET COORDINATION
SOIL CONDITIONS
DAMAGE TO PRIVATE PROPERTY
UTILITIES
LEACHING BASIN/LEACHING TRENCH DETAIL
PLUR
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SUPPORT POST AND BRACE
14 14"
2X12 PISTOL BENCH
#14X3" FLAT HEADWOOD SCREWS
(MINIMUM 5/JOINT)
2X6 SUPPORT BRACE
6X6 SUPPORT POST
2 EA 38"X4" LAGSCREW (COUNTERSINK)
2X6
N.T.S.
2X6 BRIDGING(TYP)
2X8 (TYP)
2X6 TOP BAFFLES W/GALVANIZED JOISTHANGER (TYP)
6X6 POST (TYP)
8'4'
4'6'
PARTIAL PLANTOP ROW BAFFLES
SHOOTING BENCH
8"
8"
6"1"
6"1"
TYPICAL COLUMN
38"Ø(TYP)
6"TYP
76°TYP
R6"TYP TOP
6" TYP
4" TYP
2' - 6"5'
6"1'
3" TYP
6"TYP
4'
3" REINFORCEDCONCRETE TOP
1/2" Ø PVC INSERTATTCH TO COLUMN WITHCARRIAGE BOLTS ANDLOCK WASHER.
R 1'-2 12 "
38"Ø(TYP)
SEAT SWIVEL
FILLET WELD, GRINDTO ROTATE FREELY
2.5"Ø X 316"
14"
316" PLATE
6"8"
1"
1"
14"
2.5"X2.5"X316"TUBE
1' -
6"
3' -11"1.9Ø X 0.145"
1' -
1"6"1
4"
4'
1' 2' 1'
SIDE
ANCHOR TO CONCRETE WITHRED HEAD WW1416 OREQUAL ALL BASE PLATES(14" X 11
2" STAINLESS EXPANSIONANCHOR)
3' - 9"2'
1' - 10"2.5"X2.5X3
16"TUBE"
2" HARDWOOD SEAT WITHBEVELED EDGES
1' 6" 9"
316" PLATE WELDED TO TUBE. ATTACHHARDWOOD SEAT WITH 1
4" X 114"
LAG SCREW, 6 PLACES
5'
1' -
6"
2' -
5"
3"
2' -
8"
INSTALL HEAVY DUTY 4"x2"CASTER W/ LOCK (SEESPECIFICATIONS)
FRONT
2.5"X2.5"X316"COLUMN
316" PLATE
2' -
5"
14"
14"
14"
N.T.S.
N.T.S.
TREAT STATION SEATSWITH STAIN TO MATCH EX.PONTIAC LAKE STATION SEATS.(USE THOMPSON WATER SEALSEMI-TRANSPEARANT ACORNBROWN WOOD STAIN, OREQUIVALENT AS APPROVED BYOWNER)
REINFORCE SHOOTING BENCHAREA CONCRETE WITH WIREMESH/ USE TIE WIRE TOCONNECT REBAR WITH WIREMESH.
INSTALL 12" EXTERIORGRADE RUBBER MATTINGTO COVER ENTIRE BENCHTOP.
ALL EDGES SHALL BECHAMFERED
INSTALL THREADED INSERTSDURING CASTING FOR FUTUREPOST CONNECTION, TO AVOIDCRACKING OF THE SEAT TOP,DURING DRILLING OF BOLTS
------------------------------------------------
3' (TYP)
3'
16' - 9"
16' - 9"
CIV
IL E
NG
INEE
R
PRO
JEC
T N
O.
PRO
JEC
T N
O.
PRO
JEC
T N
O.
PRO
JEC
T N
O.
PRO
JEC
T N
O.
PRO
JEC
T N
O.
PRO
JEC
T N
O.
PRO
JEC
T N
O.
PRO
JEC
T N
O.
PRO
JEC
T N
O.
PRO
JEC
T N
O.
PRO
JEC
T N
O.
PRO
JEC
T N
O.
PRO
JEC
T N
O.
PRO
JEC
T N
O.
PRO
JEC
T N
O.
PRO
JEC
T D
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RIP
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NPR
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DES
CR
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PRO
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T D
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DES
CR
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ON
PRO
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T D
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DES
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T D
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T D
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Det
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heet
R
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Rev
iew
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Rev
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DAT
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CAST IRON 2'X2'X6"MONITORWELL COVER
MONITOR WELL DEPTH TO BE 25' OR LESS,AS MAY BE RECOMMENDED BY THE WELLDRILLER AND APPROVED BY THE ENGINEER
MONITOR WELL SHALL BE INSTALLED BYA MICHIGAN LICENSED WELL DRILLER.WELL DRILLER SHALL BE RESPONSIBLEFOR ALL PERMITTING REQUIRED BY THELOCAL HEALTH DEPARTMENT/DEQ
MONITOR WELL ALTERNATEINSTALLATION OF MONITOR WELLS ANDBASELINE WATER TESTING SHALL BECONSIDERED A DEDUCTIBE ALTERNATE
NF
C
iv
il
En
gin
ee
rs
46
777 W
oo
dw
ar
d A
ve
nu
e
Po
nt
ia
c, M
I 4
834
2-50
32
La
nd
Su
rv
ey
or
s
Te
l. (2
48
) 332-79
31
La
nd
Pl
an
ne
rs
Fa
x. (2
48
) 332-8
257
EN
GIN
EE
RS
FRONT BAFFLE SUPPORT
0.5' 5' SECTION RICOCHET BAFFLE
N.T.S.
VARIES
3'-6" O.C.TYP
PROPOSED ELEVATION AT TARGET LINE
1.5
SIDESLOPE GRADE SHALL BE LESS THAN 1.5%
RESTORATION (SEE SPECIFICATIONS) 2' CLAY FILL LAYER (STONE FREE) CONTRACTOR TOPROVIDE SOIL TESTING TO SHOW OR SAMPLE FORENGINEER APPROVAL.(CLAY REQUIRED FRONTING BAFFLES ONLY)
SEE PLAN VIEW FORNUMBER OF REQUIRED
PROPOSED ELEVATION AT STATIONS
CONCRETEFOOTING
SEE AGGREGATE PATHWAY DETAIL FORPATH TO TARGET LINES
TAR
GET
LIN
E
VAR
IES
MAT (OR EQUAL)
10' 3'
RECYCLEX TRM EROSION
1 RECYCLEX TRM EROSION MAT(OR EQUAL) COVER W/ 2"TOPSOIL AND SIDE SEEDING
18" Ø
8X8 PT POST 2X TIMBER8X8 TIMBER LAG WALLPOST SHIELD
TARGET AREA DETAILN.T.S.
1.5 ±
SIMPSON MODEL HL76GUSSET (OR EQUAL)
ATTACHED TO 6"x6" (TYP) ONE EACH SIDE
SIMPSON MODEL TP411TIE PLATE (OR EQUAL)ONE EACH SIDE
4"
1' -
6"
4'
6'
18"
3' -
6"
4' 4'
16'
SECTION TYPICAL HANDGUN25 AND 50 YD RANGE FIRING POINT
N.T.S.
4'
2" TOPSOIL SEED AND MULCHGEOTEXTILE FILTER FABRIC
4X4 PT TIMBER8X8 PT TIMBER
SIMPSON MODEL PC88POST CAP (OR EQUAL)
3X12 TIMBER FASCIA 14'
TOP OF 8X8 BEAM SIMPSON MODEL EPCPOST CAP (OR EQUAL)
1' 3'
- 6"
LOWER HORIZONTALBAFFLE (TYP)
12" Ø
2'-3
"
(TYP)VERTICAL BAFFLE
2'
4'-9
" (10
0 YD
)
5'-3
" (10
,25,
50 Y
D)
7'
6X6 TIMBER POST(TYP)
SLANTED AT ANGLE (15°)3x2"x10" (100 YARD RANGE)2x2"x12" (10, 25, 50 YARD RANGES)
2"x10" TREATED LUMBER16"12" 12" (10, 25, 50 AND 100 YARD RANGES)TYP
2"x8" TREATED LUMBER(100 YARD RANGE ONLY)
BAFFLE (TYP)
2'-1
.5"
1'
HANGER (TYP) 15" CANT.SEE SHT. 2
2X8 SIMPSON TP411 TIEPLATE EACH SIDE (TYP)
4' 7' - 8"4'
23' - 8"
SECTION TYPICAL HANDGUN100 YD RANGE FIRING POINT
N.T.S. STATION / DOWNRANGE ROOF:INCLUDES (2) 3
4 " T&G OSB, 30 LB.DOUBLE THICKNESS DENIM FELT LAYER, COVERED WITH STEELINSULATION. OVERLAP ROOFING (HUNTER GREEN).8' SECTIONS.
2X6 TOP BAFFLES W/UPPER HORIZONTAL GALVANIZED METAL JOIST DENIM INSULATION.
4" 1'
3' -
6"
2'-1
.5"
LOWER HORIZONTALBAFFLE (TYP)
(TYP)VERTICAL BAFFLE
2'-1
.5"
2'
6' -
4 13
16
"
3x2"x10" (100 YARD RANGE)SLANTED AT ANGLE (15°)
6X6 TIMBER POST(TYP)
2x2"x12" (10, 25, 50 YARD RANGES)
16" 2"x10" TREATED LUMBERTYP (10, 25, 50 AND 100 YARD RANGES)2"x8" TREATED LUMBER(100 YARD RANGE ONLY)
1'
1'
HANGER (TYP) 15" CANT.SEE SHT. 2
2X8SIMPSON TP411 TIEPLATE EACH SIDE (TYP)
INSULATION. OVERLAP STATION / DOWNRANGE ROOF:8' SECTIONS. INCLUDES (2) 3
4 " T&G OSB, 30 LB.FELT LAYER, COVERED WITH STEELROOFING (HUNTER GREEN).
2X6 TOP BAFFLES W/GALVANIZED METAL JOIST DENIM INSULATION.
10' CHAIN LINK FENCE GATE
CHAIN GATE DETAIL
MONITOR WELL DETAIL
2535
0
00-0
000
00-0
000
00-0
000
00-0
000
00-0
000
00-0
000
00-0
000
00-0
000
00-0
000
00-0
000
00-0
000
00-0
000
00-0
000
00-0
000
00-0
000
00-0
000
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1
