Embed Size (px)
Citation preview
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
N
PLANS PREPARED FOR:TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060Contact Person: ANDY MORRISON
CONSTRUCTION PLANS FOR:TAKE 5 OIL CHANGE
MERRILLVILLE700 BLOCK OF E 81ST PLACE
MERRILLVILLE, ROSS TOWNSHIP, LAKE COUNTY, INDIANASECTION 22, TOWNSHIP 35N, RANGE 8W
SITE VICINITY & ZONING MAP
FLOOD ZONE:THE PROJECT SITE IS LOCATED WITHIN THE FEMA COMMUNITY PANELMAP #18089C0252E DATED JANUARY 18, 2012. REVIEW OF THE MAPINDICATES THE SITE IS LOCATED WITHIN THE FLOOD DESIGNATIONS'ZONE X' (UNSHADED). THE PROPOSED BUILDINGS AND IMPROVEMENTSARE LOCATED IN ZONE X UNSHADED AND ARE THEREFORE NOT SUBJECTTO FLOOD CONTROL ORDINANCE REQUIREMENTS.
NOT TO SCALE
SITELOCATION
C3 HIGHWAY COMMERCIAL
SITE DATA:TOTAL SITE ACREAGE - 0.61 ACTOTAL ACREAGE OF DISTURBANCE - 0.32 ACGROSS SQUARE FOOTAGE OF PROPOSED BUILDING - 1,500PROPOSED CONSTRUCTION START - DECEMBER 1, 2021PROPOSED CONSTRUCTION END - DECEMBER 1, 2022WORK TO BE COMPLETED IN ONE CONTINUOUS CONSTRUCTION PHASE
N
C100COVER SHEET
AF AF KG
GENERAL NOTES:1. THE CONSTRUCTION PLANS SHALL GOVERN OVER ANY OTHER FORM OF MEDIA, WHICH INCLUDES DIGITAL FILES OF THIS PROJECT.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY,
COUNTY, STATE & FEDERAL AGENCIES PRIOR TO STARTING CONSTRUCTION.3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINATE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION
AREA PRIOR TO STARTING CONSTRUCTION. ONCE ALL UTILITIES HAVE BEEN LOCATED, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN INSERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DRAWINGS.
4. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES.
5. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS FOR THE GOVERNING MUNICIPALITYREQUIREMENTS.
6. MAINTENANCE OF TRAFFIC NEEDED FOR THIS PROJECT SHALL BE INSTALLED AND MAINTAINED PER INDOT SPECIFICATIONS AND THE INDIANA MUTCD MANUAL.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO START OF CONSTRUCTION.
IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.8. ALL QUANTITIES GIVEN ON THESE CONSTRUCTION PLANS OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING
CONTRACTORS.9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT.10. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION.
SITELOCATION
SURVEY CONTROL & BENCHMARK DATA:FINISH FLOOR ELEVATION OF NORTHERN TOOLRETAIL STORE. ELEVATION: 682.88 (NAVD 88)
SITE BENCHMARK:CB RIM = 671.55 (NAVD 88)48'± NORTH OF NORTH PROPERTY LINE &55'± WEST OF WEST PROPERTY LINE.
PLAN SHEET INDEXSHEET NUMBER SHEET TITLE
C100 COVER SHEETC101 GENERAL INFORMATION PLANC102 EXISTING CONDITIONS & SITE DEMOLITION PLANC201 SITE PLANC301 GRADING PLANC401 UTILITY PLANC402 STORM PLAN & PROFILEC501 INITIAL CONTROLS SWPPPC502 MASS GRADING & CONSTRUCTION SWPPPC503 POST CONSTRUCTION SWPPPC504 EROSION DETAILSC801 GENERAL DETAILSC802 GENERAL DETAILSC803 STORM AND SANITARY DETAILSC804 WATER DETAILSC901 GENERAL SPECIFICATIONSL101 LANDSCAPE PLAN
OPERATING AUTHORITIES:
COUNTY LOCATION MAP
MERRILLVILLE PLANNING ANDBUILDING7820 BROADWAYMERRILLVILLE, IN 46410Tel: (219)769-3631
MERRILLVILLE PUBLIC WORKS13 W. 73RD ST.MERRILLVILLE, IN 46410Tel: (219)769-6784
TOWN OF MERRILLVILLE DEVELOPMENT STANDARDSPECIFICATIONS, LATEST EDITION, TO BE USED ASSUPPLEMENTAL INFORMATION WITH THESE PLANS.INDIANA STATE DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS, LATEST EDITION, TOBE USED AS SUPPLEMENTAL INFORMATION WITH
THESE PLANS.
C3 HIGHWAYCOMMERCIALC3 HIGHWAY
COMMERCIAL
MERRILLVILLE STORMWATERMANAGEMENT-STORM SEWER7404 BROADWAYMERRILLVILLE, IN 46410Tel: (219)472-8668
MERRILLVILLE CONSERVANCYDISTRICT-SANITARY SEWER6251 BROADWAYMERRILLVILLE, IN 46410Tel: (219)472-8000
NORTHERN INDIANA PUBLICSERVICES - GAS801 E. 86TH ST.MERRILLVILLE, IN 46410Tel: (219)769-3631
NIPSCO - ELECTRICITY801 E. 86TH ST. SUITE 600MERRILLVILLE, IN 46410Tel: (219)464-7725
NIPSCO -GAS801 E. 86TH ST. SUITE 600MERRILLVILLE, IN 46410Tel: (219)464-7725
MERRILLVILLE CONSERVANCYDISTRICT-SANITARY SEWER6251 BROADWAYMERRILLVILLE, IN 46410Tel: (219)472-8000
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
DEMOLITION NOTES:
GRADING NOTES:1) Earthwork & grading shall not start until erosion control measures have been properly installed.
2) Occupational safety and health administration (OSHA) standards for excavations; final rule 29 cfr part 1926, subpart "p" applies to all excavations exceeding five (5) feet in depth.
3) Provide positive drainage that assures no ponding in all areas. After installation, contractor to test for, and correct, if any, standing water conditions are present.
4) All proposed spot elevations are the final pavement and grade elevations. See appropriate details and specifications to determine the subgrade elevations below finish grade elevations for construction.
5) All sanitary manholes in non-paved areas shall be 3" above grade.
6) The maximum slope to be used in non-paved areas shall be 3:1.
7) All A.D.A. parking spaces & access aisles shall be level with surface slopes not to exceed 2% (1:50) in any direction as which to comply with A.D.A requirements.
8) All sidewalks cross slopes shall not exceed 2% (1:50) unless noted otherwise.
9) Provide smooth transitions from new areas to existing features as appropriate.
SURVEY NOTES:1) The utilities indicated on these construction plans and on the survey may not be a compete inventory of all existing utilities currently on or near the site. The size and location of these utilities may be approximate.
The engineer shall not be held liable for any inaccurate utility information indicated, or not indicated on this survey.
2) Boundary & Topographic Survey information provided herein was obtained by research and field work performed by others. Fritz Engineering Services, LLC shall not be responsible for any existing conditionsshown within this set of plans.
1) It shall be the responsibility of the contractor to remove any materials and/or structures not located on this survey.
2) It shall be the responsibility of the contractor to verify all existing utilities and their locations pertaining to their phase of work, and to verify which utilities will be removed by the utility company. Any and all utilitiesnot removed by the utility company shall be removed by the contractor.
3) Utility locations shown are approximate and shall be relocated and/or capped at the Right-Of-Way line and abandoned before construction at no additional cost to the owner.
4) The owner gets the first right of salvage.
5) All demolition material not being salvage shall be properly disposed of offsite by the contractor.
6) The contractor shall obtain all demolition permits required by the local and state agencies.
7) The contractor shall maintain streets and shared drives free and clear of sediment and debris.
8) The contractor is responsible for the protection of all existing utility lines unless otherwise stated.
9) Contractor shall coordinate all temporary shut down of existing utility services with the appropriate utility department, owner, authority, etc.
10) Contractor shall coordinate any necessary street or drive closures required.
SITE/LAYOUT NOTES:1) See architectural plans for all building dimensions. Any dimensions shown herein shall be considered conceptual.
2) All dimensions are to edge of pavement or face of curb, unless noted otherwise.
3) All dimensions are to face of brick or facing material, unless noted otherwise.
4) All parking area stripes are to be 4" white paint. Handicapped parking areas and access aisles shall be 4" blue paint.
5) Provide smooth transitions from new areas to existing features as appropriate.
6) The edge of existing asphalt pavement shall be properly sealed with a tack coat material in all areas where new asphalt pavement is indicated to join existing pavement.
7) Provide chamfer ends at curbs.
8) Verify sign locations & sign requirements with local governing municipality.
RCP
IE/INV = INVERT ELEVATION
= REINFORCED CONCRETE PIPEHDPE = HIGH DENSITY POLYETHYLENE PIPESSD = SUB-SURFACE DRAIN
MHSTRRD&UE
D&UESD&UE
SANHCMESTM
ROW
MPE
TYPPREXRB-B
= MANHOLE= STRUCTURE= REGULATED DRAIN AND UTILITY EASEMENT= DRAINAGE AND UTILITY EASEMENT= SANITARY, DRAINAGE, AND UTILITY EASEMENT
= SANITARY SEWER= HANDICAP RAMP= MATCH EXISTING = STORM SEWER
= RIGHT OF WAY
= MINIMUM PAD ELEVATION
= TYPICAL= PROPOSED= EXISTING= RADIUS= BACK TO BACK
= SANITARY EASEMENT
= WATER AND UTILITY EASEMENT
SE
W&UE
= RIM / TOP OF CASTING= TOP OF CURBTC
RIM= GUTTERGUT
= NORMAL POOL
= ELEVATION
NP
ELEV
LF = LINEAR FEET
UD = UNDERDRAIN
EXISTING CONTOURS
FLOW ARROW
PROPOSED CONTOURS785
785
TEMP. FLUSH HYDRANT
BLOW-OFF
WATER METER
REDUCER
THRUST BLOCK
M.J. SLEEVE
PLUG
CROSS
FIRE CONNECTION
M
T
CO
POST INDICATOR VALVEPIV
FLH
R
AC
TV
TV
C
E
EME
E
FM
FG
G
GW
GP
HH
LS
M
G
PV
PTS
SV
ST
D
TB
TT
TR
FG
WW
WW
WV
GV
SECTION MONUMENTBENCHMARKROW MONUMENTPROPERTY MONUMENTSTAND PIPEPOSTAIR CONDITIONERSTORAGE TANK
FOUNTAINSHRUBSTUMPSATELITE DISHANTENNACOAL CHUTEGUY WIRESIGNCROSS LIGHTGROUND LIGHTFLAG POLEMAST ARM POLE
GREASE PIT TANK
UTILITY POLESTRAIN POLEPOWER POLELIGHT POLETELEPHONE POLEGUY POLETELEPHONE BOOTHTELEPHONE RISERTELEPHONE MANHOLECABLE RISERCABLE MANHOLELOOP DETECTORLOOP DETECTOR HOUSINGSANITARY MANHOLEWET WELLLIFT STATIONFORCE MAIN MANHOLECLEAN OUTCOMBINATION MANHOLESTORM MANHOLECURB INLETCATCH BASINDROP INLETEND SECTIONFLAP GATEDOWN SPOUT
FIRE HYDRANTWATER MANHOLEWELL
WATER MATERMONITORING WELL
WATER VALVESPRINKLER VALVESPRINKLERWATER SPIGOT
GAS MANHOLEGAS STORAGE WELLGAS METERNATURAL GAS WELLGAS VALVEPROPANE TANKPETROLEUM TEST WELLPETROLEUM VALVETRAFFIC MANHOLEHAND HOLECONTROLLER CABINETTRAFFIC SIGNALELECTRIC MANHOLEELECTRIC RISERELECTRIC METERTRANSFORMERELECTRIC OUTLET
SEPTIC TANK
BARB-WIRE FENCEWOOD FENCERAIL WOVEN FENCECHAIN-LINK FENCEIRON FENCEPRIVACY FENCE
T T T T T GUARD RAILFLOW LINETREE/SHRUB LINE
TV CABLE TV LINE**E ELECTRIC LINE**
FO FIBER OPTIC LINE
FM
STORM SEWER
G
SANITARY SEWER
T
FORCE MAIN
W
GAS LINETELEPHONE LINE**WATER LINE
**PREFIX FOR UTILITY LINES:UG - UNDERGROUNDOH - OVERHEAD
TC:XXX.XXBC:XXX.XX
XXX.XX
XXX.XX H.P.
XXX.XX L.P.
:XXX.XX
TW:XXX.XXBW:XXX.XX
FLOW LINE ELEVATION
SPOT ELEVATION
HIGH POINT ELEVATION
LOW POINT ELEVATIONTOP/BOTTOMCURB ELEVATIONTOP/BOTTOMWALL ELEVATION
ME - MATCH EXISTING GRADE
TV CABLE TV LINE**
E ELECTRIC LINE**
FO FIBER OPTIC LINE
FM
STORM SEWER
G
SANITARY SEWER
T
FORCE MAIN
W
GAS LINE
TELEPHONE LINE**
WATER LINE
**PREFIX FOR UTILITY LINES:UG - UNDERGROUNDOH - OVERHEAD
HYDRANT
VALVE
TEE
ADAPTER
BEND
TRANSFORMER PAD
RELOCATED ELECTRIC/TELEPHONE POLE
SIGN
HANDICAP PARKING
CLEAN OUT
STORMTECH STORM CHAMBER
SANITARY MANHOLE
STORM MANHOLE
STORM COMBINATION INLET
STORM GRATE INLET
STORM BEEHIVE/YARD DRAIN
STORM END SECTION
BMP/AQUA-SWIRL
> > > > > FLOW LINE, PAVEMENT
FD FOUNDATION DRAIN
UD STORM UNDERDRAIN
8''W
SUB-SURFACE DRAIN
STORM STRUCTURE NUMBER###
FLOW LINE, SWALE (GRASS)
2 WORKING DAYS BEFORE YOU DIG.
"IT'S THELAW"
Know what's below.before you dig.Call
R
LAND DESCRIPTION:
SOIL MAP C101GENERAL INFORMATION
PLAN
AF AF KG
TRACT 18 OF THE FOURTH AMENDMENT TO CENTURY PLAZA, AS AMENDMENT TO TRACTS 1, 2, 3, 4, 6, 7, 8 AND 11 IN CENTURY PLAZA, A PLANNED UNIT DEVELOPMENT IN THE TOWN OFMERRILLVILLE, INDIANA, RECORDED AS INSTRUMENT #2015-047238 IN THE OFFICE OF THE RECORDER, LAKE COUNTY INDIANA.
SS SANITARY LATERAL
FIRM MAP
ST
ST
ST
ST
ST
ST
ST
ST
STST
STST
ST
15" STORM
SEWER
STST
STST
STST
STST
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
WW
WW
WW
WW
WW
WW
WW
W
W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
LP
cb
PP
S S
S 88°37'07" W 110.36'
LIMITED ACCESS TO US ROADROUTE 30 PER DOC. NO. 500908
SHEL
L O
IL C
OM
PAN
Y EA
SEM
ENT
PER
DO
C.
NO
. 285
36
S 00
°18'
23" E
88.0
2'
30' G
ARY
HO
BAR
TW
ATER
CO
. EAS
EMEN
TPE
R D
OC
. NO
. 624
328
177.
18'
182.
92'
40.95'
157.00'
X X X X X X X X X X X X X X
2H
1-STORY BRICK & STUCCOF.F.=682.88
( NORTHERN TOOL )
N 89°59'55" E 150.00'
S 00
°18'
23" E
10.0
0'
S 88°37'07" W 135.02'10.0
0'N
00°
18'2
3" W 24.65' 110.36'N 88°37'07" E
S 00
°18'
23" E
Shell Oil
IRR.VALVE
E
E E
E
E
E
E
E
EE
R=88.00'
LIGHTBASE( NOTIN USE)
LIGHTBASE( NOTIN USE)
9" Dia.Tree
MO
NU
MEN
T SI
GN
UndergroundSign Foundation
UndergroundSign Foundation
Bolder(Typ.)
UndergroundElectric Flag(Typ.)
UndergroundElectric Flag(Typ.)
S 00
°00'
26" E
L a
n d
s c a
p e
L a
n d
s c a
p e
L a
n d
s c a
p e
Concrete
RIM=679.26INV=675.66
CATCHBASINRIM=671.55INV=668.30
9" Dia.Tree
Bolder(Typ.)
4" WHITEPAINT STRIP
mh
15"
STO
RM
SEW
ER
4"WHITEPAINT STRIP
4"WHITEPAINT STRIP
ST ST ST ST ST ST ST ST ST
RIM=670.96INV=668.81
RIM=671.50INV=668.65
STST
STST
S
4" YELLOWPAINT STRIP
12" W
ATER
MAI
N
12" W
ATER
MAI
N
12" WATER MAIN
STORM MHRIM=680.30INV=675.95
D
B A
F
E
E
C
G
GG
B A
4'±
REMOVE EX. CURB & PVMTFOR NEW DRIVE
REMOVE EX. CURB & PVMTFOR NEW STORM SEWERINSTALLATION. REF. C401.
PROTECT EX. SIGN,FOUNDATIONS THROUGHOUTCONSTRUCTION.
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
C102
EXISTINGCONDITIONS & SITEDEMOLITION PLAN
AF AF KG
00 20' 40'
SCALE: 1" = 20'
N
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:53
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\C
102.
DW
G, L
AYO
UT:
C10
2
KEY NOTES:A REMOVE EXISTING CURB/PAVEMENT
B SAW CUT CURB/PAVEMENT
C PROTECT EX. STORM/SAN./UTILITY THROUGHOUTCONSTRUCTION
D REMOVE EX. SIGN
E TREE PRESERVATION FENCE
F RELOCATE EXISTING PRIMARY ELECTRIC SERVICE ANDTRANSFORMER TO SIGN. RECONNECT TO METER.
G REMOVE EXISTING IRRIGATION
XX
LP
cb
PP
S S
200.00'
S 88°37'07" W 110.36'
LIMITED ACCESS TO US ROADROUTE 30 PER DOC. NO. 500908
SHEL
L O
IL C
OM
PAN
Y EA
SEM
ENT
PER
DO
C.
NO
. 285
36
S 00
°18'
23" E
88.0
2'
30' G
ARY
HO
BAR
TW
ATER
CO
. EAS
EMEN
TPE
R D
OC
. NO
. 624
328
177.
18'
182.
92'
40.95'
157.00'
X X X X X X X X X X X X X X X X X X X X X
19
16
2H
1-STORY BRICK & STUCCOF.F.=682.88
( NORTHERN TOOL )
N 89°59'55" E 150.00'
S 00
°18'
23" E
10.0
0'
S 88°37'07" W 135.02'10.0
0'N
00°
18'2
3" W 24.65' 110.36'N 88°37'07" E
S 00
°18'
23" E
Shell Oil
IRR.VALVE
E
E E
E
E
E
E
E
EE
R=88.00'
LIGHTBASE( NOTIN USE)
LIGHTBASE( NOTIN USE)
9" Dia.Tree
MO
NU
MEN
T SI
GN
UndergroundSign Foundation
UndergroundSign Foundation
Bolder(Typ.)
UndergroundElectric Flag(Typ.)
UndergroundElectric Flag(Typ.)
S 00
°00'
26" E
L a
n d
s c a
p e
L a
n d
s c a
p e
L a
n d
s c a
p e
Concrete
RIM=679.26INV=675.66
CATCHBASINRIM=671.55INV=668.30
9" Dia.Tree
Bolder(Typ.)
4" WHITEPAINT STRIP
4"WHITEPAINT STRIP
4"WHITEPAINT STRIP
RIM=670.96INV=668.81
RIM=671.50INV=668.65
S
4" YELLOWPAINT STRIP
STORM MHRIM=680.30INV=675.95
DO NOT ENTER
10' B
.S.L
.
10' B
.S.L
.
20' B.S.L.DUMPSTER
10' B
.S.L
.
PRO
POSE
DTA
KE 5
OIL
CH
ANG
EBU
ILD
ING
(1,5
00 S
F±)
52.71'
27.17'
24'
5' 5'
11'11'
R3'
R3'
R3'
20' 24' 20'
9'9'
9'8'
8'9'
9'
43.15'
20'
R15' R10'
R15'
R50'
R3'
R3'
R10'
R5'
R20'
9'
41.17'
40.67'
R3'
R3'
A
B
A
C
C
C
D
E
E
F
F
G
G
H
H
I
J
K
M
M
L
L
L
N
O
Q R
S
U
R
GG
GG 11.71'
11.2'
60'60'
86.1'
85.59'
11.35'
11.47'
10.97'
10.27'
R20'
S
S
18.5'
25'
18.5'
G
G
REPAIR TRENCH FOR UTILITY INSTALLATION.MATCH EX. PAVEMENT SECTION OR HEAVY
DUTY ASPHALT, WHICHEVER IS GREATER.
4' MIN.
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
C201SITE PLAN
ISSUED FOR SDR 10/12/2021
AF
AF AF KG
00 20' 40'
SCALE: 1" = 20'
N
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:53
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\C
201.
DW
G, L
AYO
UT:
C20
1
KEY NOTES:A LIGHT DUTY ASPHALT PAVEMENT
B HEAVY DUTY ASPHALT PAVEMENT
C CONCRETE PAVEMENT
D COMBINED CONCRETE CURB & WALK
E CONCRETE CURB AND GUTTER
F 6" CONCRETE CURB
G CONCRETE CURB TAPER
H ADA RAMP(PER INDOT DETAILS)
I 4" YELLOW PAVEMENT STRIPING
J ADA BLUE PAVEMENT STRIPING, TYP.
K PAVEMENT MARKING (AS SHOWN)
L LANDSCAPE AREA(REF. LANDSCAPE PLAN)
M MATCH EXISTING PAVEMENT, CURB OR WALK
N DUMPSTER ENCLOSURE(REF. ARCH PLANS)
O BICYCLE PARKING(U-SHAPED, BLACK THERMOPLASTIC POWDER COATED)
P MONUMENT SIGN(REF. SIGNAGE PLANS)
Q CONCRETE WHEEL STOP
R VALLEY CURB & GUTTER
S CONCRETE RETAINING WALL WITH RAILING
U FLAG POLE(CONCORD AMERICAN MODEL ISC25C51 WITH #GCA2508GROUND TUBE AND 10" SQUARE BASEPLATE (OR APPROVEDEQUAL), INSTALL PER MANUFACTURERS RECOMMENDATIONS,REF. DETAILS)
NOTES:
XX
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
672.4
9
675.6
6
678.1
0
678.9
0
677.4
6
675.9
4
674.4
3
672.6
6
672.0
2
672.53
675.6
0
678.0
6
LP
cb
PP
S
681.2
3
680.8
7
S
680.6
668
0.13
679.7
7
679.7
8
678.9
7
679.5
1
679.9
1
200.00'
S 88°37'07" W 110.36'
40'
BUIL
DIN
G S
ETBA
CK
LIN
E
60' BUILDING SETBACK LINE
LIMITED ACCESS TO US ROADROUTE 30 PER DOC. NO. 500908
SHEL
L O
IL C
OM
PAN
Y EA
SEM
ENT
PER
DO
C.
NO
. 285
36
S 00
°18'
23" E
88.0
2'
30' G
ARY
HO
BAR
TW
ATER
CO
. EAS
EMEN
TPE
R D
OC
. NO
. 624
328
177.
18'
182.
92'
40.95'
157.00'
(FOUND)IRON PIPE
6.73N & 0.06W
FOUND SPIKE0.07' N & 0.16' E
SETMAG NAIL
AT CORNER
FOUNDIRON PIPE
AT CORNER
X X X X X X X X X X X X X X X X X X X X X
19
16
2H
1-STORY BRICK & STUCCOF.F.=682.88
( NORTHERN TOOL )
N 89°59'55" E 150.00'
S 00
°18'
23" E
10.0
0'
S 88°37'07" W 135.02'10.0
0'N
00°
18'2
3" W 24.65' 110.36'N 88°37'07" E
NORTH LOT LINE OFTRACT 18
S 00
°18'
23" E
Shell Oil
IRR.VALVE
E
E E
E
E
E
E
E
EE
R=88.00'
LIGHTBASE( NOTIN USE)
LIGHTBASE( NOTIN USE)
9" Dia.Tree
MO
NU
MEN
T SI
GN
UndergroundSign Foundation
UndergroundSign Foundation
Bolder(Typ.)
UndergroundElectric Flag(Typ.)
UndergroundElectric Flag(Typ.)
S 00
°00'
26" E
687
687
686
685
684
683
682
681
680
679
678
677
676
675
674
674673
672
673
674
675
676
677
678
679
680
681
682
683
684
685
686
686
685684683
682
672
672
673
673
674
675
676
677
678
679
680
681
682
681
681680
672
673
674
675
676
68468
368268
1
680
67967
8677
685
671
L a
n d
s c a
p e
L a
n d
s c a
p e
L a
n d
s c a
p e
G R A S S
G R A S S
G R A S S
A S P H A L T
Concrete
SANITARY MHRIM=680.13INV=665.18 NINV=666.98 E
RIM=679.26INV=675.66
SANITARY MHRIM=680.84INV=667.84
CATCHBASINRIM=671.55INV=668.30
FOUNDIRON ROD
AT CORNER
SITE BENCHMARKCB RIM = 671.55
48'± North of NorthProperty Line &
55'± West of WestProperty Line
SANITARYSEWERTAP FLAG
9" Dia.Tree
SANITARYSEWERTAP FLAG
Bolder(Typ.)
4" WHITEPAINT STRIP
4"WHITEPAINT STRIP
4"WHITEPAINT STRIP
RIM=670.96INV=668.81
RIM=671.50INV=668.65
S
RAISED
CONCRETE
ISLAND4" YELLOW
PAINT STRIP
12" W
ATER
MAI
N
12" W
ATER
MAI
N
12" WATER MAIN
STORM MHRIM=680.30INV=675.95
SANITARY MHRIM=670.79INV=659.16 SINV 658.36 E,W
10'
BUIL
DIN
G S
ETBA
CK
LIN
E
10'
BUIL
DIN
G S
ETBA
CK
LIN
E
20' BUILDING SETBACK LINE
DO NOT ENTER
10' B
.S.L
.
10' B
.S.L
.
20' B.S.L.DUMPSTER
10' B
.S.L
.
PRO
POSE
DTA
KE 5
OIL
CH
ANG
EBU
ILD
ING
(1,5
00 S
F±)
52.71'
27.17'
TC:684.05BC:683.55
TC:683.51BC:683.01
TC:682.99BC:682.49
TC:682.99BC:682.49
TC:683.47BC:682.97
TC:683.13BC:682.63
TC:681.44BC:680.94
TC:683.15BC:682.65
TC:683.66BC:683.16
TC:683.78BC:683.28
TC:683.40BC:682.90
TC:683.93BC:683.93TC:683.90
BC:683.90
TC:683.15BC:682.65
TC:682.74BC:682.24
TC:682.83BC:682.33
TC:682.89BC:682.39
TC:682.99BC:682.49 TC:683.33
BC:682.83
TC:683.86BC:683.86
TC:683.05BC:683.05
TC:683.97BC:683.47
TC:683.50BC:683.00TC:682.70
BC:682.20
TC:681.15BC:680.65
TC:682.19BC:681.69
TC:682.34BC:681.84
TC:682.54BC:682.04
TC:682.40BC:681.90
TC:682.30BC:681.80
TC:683.69BC:683.19
TC:683.49BC:682.99
TC:682.35BC:681.85
TC:682.14BC:681.64
FFE:
684.
00
TC:680.50± MEBC:680.00± ME
TC:680.75± MEBC:680.25± ME
683.67
683.11
682.91
682.95
683.17
TC:683.56BC:683.06
TC:682.98BC:682.98TC:682.72
BC:682.72
TC:681.13BC:680.63
TC:681.92BC:681.42
683.99
TC:683.27BC:682.77
683.19683.09
BW:677.48
BW:678.57BW:681.90
BW:682.17
682.74
682.94
-1.9%
TC:683.80BC:683.30
-2.0%
683682
681680
679
683
682
683
684
684
683682
681
684683
685
685
686
681680679678
-1.9%
TC:683.74BC:683.24
GRADEBREAK
TC:680.91BC:680.41
TC:681.29BC:680.79
601 RIM: 680.55
611 RIM: 680.69
602 RIM: 681.31
GRADE TODRAIN
-3:1
-3:1
-3:1
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
C301GRADING PLAN
AF AF KG
00 20' 40'
SCALE: 1" = 20'
N
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:53
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\C
301.
DW
G, L
AYO
UT:
C30
1
SAN
)SA
N)
SAN
)SA
N)
SAN
)SA
N)
SAN
)SA
N)
SAN
)SA
N)
SAN
)SA
N)
SAN
)SA
N)
SAN
)SA
N)
SAN
)SA
N)
SAN
)SA
N)
SAN
)SA
N)
SAN
)SA
N)
SAN
)SA
N)
SAN
)SA
N)
SAN
)
SAN ( SAN ( SAN ( SAN ( SAN ( SAN ( SAN ( SAN ( SAN ( SAN ( SAN ( SAN (
ST
ST
ST
ST
ST
ST
ST
ST
STST
STST
ST
15" STORM
SEWER
STST
STST
STST
STST
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
WW
WW
WW
WW
WW
WW
WW
W
W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
O/E
LP
cb
PP
S S
S 88°37'07" W 110.36'
LIMITED ACCESS TO US ROADROUTE 30 PER DOC. NO. 500908
SHEL
L O
IL C
OM
PAN
Y EA
SEM
ENT
PER
DO
C.
NO
. 285
36
30' G
ARY
HO
BAR
TW
ATER
CO
. EAS
EMEN
TPE
R D
OC
. NO
. 624
328
177.
18'
182.
92'
40.95'
(FOUND)IRON PIPE
6.73N & 0.06W
FOUND SPIKE0.07' N & 0.16' E
SETMAG NAIL
AT CORNER
FOUNDIRON PIPE
AT CORNER
X X X X X X X X X X X X X X X X X X X X X
19
16
2H
1-STORY BRICK & STUCCOF.F.=682.88
( NORTHERN TOOL )
SAN
)SA
N)
10" P
VC
8" PVC
N 89°59'55" E 150.00'
S 00
°18'
23" E
10.0
0'
S 88°37'07" W 135.02'10.0
0'N
00°
18'2
3" W 24.65' 110.36'N 88°37'07" E
S 00
°18'
23" E
Shell Oil
IRR.VALVE
E
E E
E
E
E
E
E
EE
R=88.00'
LIGHTBASE( NOTIN USE)
LIGHTBASE( NOTIN USE)
9" Dia.TreeS
00°0
0'26
" E
SANITARY MHRIM=680.13INV=665.18 NINV=666.98 E
RIM=679.26INV=675.66
SANITARY MHRIM=680.84INV=667.84
CATCHBASINRIM=671.55INV=668.30
FOUNDIRON ROD
AT CORNER
SITE BENCHMARKCB RIM = 671.55
48'± North of NorthProperty Line &
55'± West of WestProperty Line
SANITARYSEWERTAP FLAG
9" Dia.Tree
SANITARYSEWERTAP FLAG
4" WHITEPAINT STRIP
mh
15"
STO
RM
SEW
ER
4"WHITEPAINT STRIP
4"WHITEPAINT STRIP
ST ST ST ST ST ST ST ST ST
RIM=670.96INV=668.81
RIM=671.50INV=668.65
STST
STST
S
4" YELLOWPAINT STRIP
12" W
ATER
MAI
N
12" W
ATER
MAI
N
12" WATER MAIN
STORM MHRIM=680.30INV=675.95
SANITARY MHRIM=670.79INV=659.16 SINV 658.36 E,W
DO NOT ENTER
10' B
.S.L
.
10' B
.S.L
.
20' B.S.L.DUMPSTER
PRO
POSE
DTA
KE 5
OIL
CH
ANG
EBU
ILD
ING
(1,5
00 S
F±)
601
ex1
6''SSL
6''SSL
WW
WW
WW
UG
E
UG
EU
GE
602
611
52.71'
27.17'
W1
ST3
ST3
SS1
E1
E2
ST1
ST1
ST1
UD
UD
UD
UD
UD
UD
ST2
ST2
ST2
UX
UX
UX
SS2
SS3
FFE:
684.
00
INV. 681.0
82.2'
INV. 662.2±CONTRACTOR SHALL INVESTIGATE
"SEWER TAP FLAG" FOR EXISTINGTAP/STUB AND CONNECT AS
DIRECTED BY SEWER DISTRICT.
E3
E3W2
88 LF OF 12" RCP @
0.40%
29 LF OF 12" RCP @ 1.02%
112
LF O
F 12
" RC
P @
0.4
5%
ST4
STORM STRUCTURE DATA TABLE
STRUCTURE I.D.
ex1
601
602
611
RIMELEVATION
679.26
680.55
681.31
680.69
NEENAH CASTINGDESIGNATION
existing
R-3010
R-3286-8V
R-3286-8V
INFLOWINV, SIZE, (DIRECTION), [UP STR.]
INV:676.00 12" RCP (NE)[601]
INV:677.50 12" RCP (N)[602]INV:677.50 12" RCP (E)[611]
OUTFLOWINV, SIZE, (DIRECTION), [DOWN STR.]
INV:675.66 15" RCP (SW)[]
INV:676.35 12" RCP (SW)[EX1]
INV:678.00 12" RCP (S)[601]
INV:677.80 12" RCP (W)[601]
DESCRIPTION &NOTES
existing inlet, fieldverify ex. invertprior to construciton
48" DIA. MH
2'x2' BOX INLET
2'x2' BOX INLET
STORM SEWER PIPE DATA TABLEUPSTREAM
STRUCTURE I.D.
611
602
601
DOWNSTREAMSTRUCTURE I.D.
601
601
ex1
LENGTH OFPIPE
29 LF
112 LF
88 LF
PIPE SIZE / TYPE
12" RCP
12" RCP
12" RCP
SLOPE %
1.02%
0.45%
0.40%
UPSTREAMPIPE INV.
677.80
678.00
676.35
DOWNSTREAMPIPE INV.
677.50
677.50
676.00
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
C401UTILITY PLAN
AF AF KG
00 20' 40'
SCALE: 1" = 20'
N
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:53
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\C
401.
DW
G, L
AYO
UT:
C40
1KEY NOTES:E1 ELECTRIC - PR. PRIMARY SERVICE. CONTRACTOR SHALL COORD.
NEW SERVICE LINE WITH MEP PLANS AND POWER COMPANY.
E2 ELECTRIC - COORDINATE LIGHTING & POWER DISTRIBUTION ONSITEWITH MEP/SITE ELECTRICAL PLAN.
E3 ELECTRIC - EXISTING POLE LIGHT TO REMAIN. PROTECTTHROUGHOUT CONSTRUCTION
SS1 SANITARY - BLDG. CLEANOUT PER MERRILVILLE CONSERVANCYDISTRICT SANITARY DETAILS, SEE PLAN FOR INVERTS
SS2 SANITARY - 6" SDR 26 PVC LATERAL @ 1.04% MIN. LATERALINSTALLATION SHALL INCLUDE FULL DEPTH GRANULAR BACKFILLWHERE LOCATED UNDER PAVED AREAS AND SHALL HAVE TRACERWIRE INSTALLED FROM THE BUILDING CLEANOUT TO THE MAINCONNECTION IN ACCORDANCE WITH MERRILLVILLE CONSERVANCYDISTRICT STANDARDS.
SS3 SANITARY - CONNECT NEW LATERAL TO EXISTING SEWER MAIN WITHSADDLE TAP PER MERRILLVILLE CONSERVANCY DISTRICTSTANDARDS. CONTRACTOR SHALL COORDINATE TAP WITHMERRILLVILLE SANITARY CONSERVANCY DISTRICT.
ST1 STORM - PR. STRUCTURE, REF.STORM STRUCTURE TABLE
ST2 STORM - 20 LF 6" PERFORATED UNDERDRAIN AT 1% TOWARDS INLET
ST3 STORM - ROOFDRAIN DOWNSPOUT DISCHARGE TO GRADE. REF.ARCH/MEP PLANS.
ST4 STORM - CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTINGINLET PER MERRILLVILLE STORMWATER STANDARDS. REPAIR EX.PAVEMENT FROM TRENCH.
W1 WATER - PR. 1" DOMESTIC SERVICE TAP, CORP. STOP, VALVE, 3/4"METER. COORDINATE SIZE/LOCATION WITH MEP PLANS.
W2 WATER - IRRIGATION LINES, VALVES AND HEADS TO BE RELOCATEDAS NECESSARY. COORDINATE WITH OWNER AND IRRIGATIONCONTRACTOR AS APPROPRIATE.
UX UTILITY CROSSING, APPROX. LOCATION SHOWN. THE EXISTINGUTILITIES SHOWN ON THESE PLANS MIGHT NOT BE A COMPLETEINVENTORY OF ALL UNDERGROUND UTILITIES. CONTRACTOR SHALLFIELD VERIFY EXACT LOCATION OF ALL EX. UTILITIES WITHIN AREAOF WORK PRIOR TO CONSTRUCTION. ENGINEER SHALL BE NOTIFIEDOF ANY POTENTIAL CONFLICTS FOUND.
NOTES:1. UTILITY CROSSINGS UNDER EX. PAVEMENT SHALL BE BORED OR JACK &BORED. OPEN CUTS SHALL BE AVOIDED.
2. ALL NEW STORM STRUCTURES WITH OPEN GRATES WITHIN PAVED AREASSHALL HAVE CONCRETE COLLARS. REF. DETAILS.
6XX
XX
SAN
)SA
N)
SAN
)SA
N)
SAN
)SA
N)
SAN
)SA
N)
SAN
)SA
N)
SAN
)SA
N)
SAN
)
SAN ( SAN ( SAN ( SAN ( SAN ( SAN ( SAN ( SAN ( SAN ( SAN ( SAN ( SAN (
ST
ST
ST
ST
15" STORM
SEWER
WW
WW
WW
WW
WW
WW
WW
WW
WW
W W W W
S S
30' G
ARY
HO
BAR
TW
ATER
CO
. EAS
EMEN
TPE
R D
OC
. NO
. 624
328
182.
92'
FOUNDIRON PIPE
AT CORNER
X
SAN
)
8" PVC
N 89°59'55" E 150.00'
IRR.VALVE
9" Dia.TreeS
00°0
0'26
" E
SANITARY MHRIM=680.13INV=665.18 N
RIM=679.26INV=675.66
SANITARY MHRIM=680.84INV=667.84
FOUNDIRON ROD
AT CORNER
TAP FLAG
9" Dia.Tree
SANITARYSEWERTAP FLAG
4" WHITEPAINT STRIP
4"WHITEPAINT STRIP
12" W
ATER
MAI
N
10' B
.S.L
.
20' B.S.L.DUMPSTER
PRO
POSE
DTA
KE 5
OIL
CH
ANG
EBU
ILD
ING
(1,5
00 S
F±)
601
ex1
6''SSL
611
27.17'
UD
UD
UD
UD
FFE:
684.
0082.2'
88 LF OF 12" RCP @
0.40%
29 LF OF 12" RCP @ 1.02%
112
LF O
F 12
" RC
P @
0.4
5%
PROFILE: PR STORM STR 611 TO 601
660
665
670
675
680
685
690
695
700
660
665
670
675
680
685
690
695
700
0+75 1+00
1+00.00 1+49.46
1+50 1+75
STO
RM
STR
601
INV(
SW):6
76.3
5 (1
2" R
CP)
INV(
N):6
77.5
0 (1
2" R
CP)
INV(
E):6
77.5
0 (1
2" R
CP)
RIM
:680
.55
STO
RM
STR
611
INV(
W):6
77.8
0 (1
2" R
CP)
RIM
:680
.69
29 LF OF 12" RCP @ 1.02%
PROFILE: PR STORM STR 602 TO EX1
660
665
670
675
680
685
690
695
700
660
665
670
675
680
685
690
695
700
0+75 1+00
1+00.00
1+50
1+98.10
2+00 2+50 3+00
3+19.69
3+25
679.
26
2+00
683.
3468
0.71
683.
4868
2.09
3+00
681.
4868
1.75
STO
RM
STR
602
INV(
S):6
78.0
0 (1
2" R
CP)
RIM
:681
.31
112 LF OF 12" RCP @ 0.45%
STO
RM
STR
601
INV(
SW):6
76.3
5 (1
2" R
CP)
INV(
N):6
77.5
0 (1
2" R
CP)
INV(
E):6
77.5
0 (1
2" R
CP)
RIM
:680
.55
88 LF OF 12" RCP @ 0.40%
STO
RM
STR
ex1
INV(
NE)
:676
.00
(12"
RC
P)IN
V(SW
):675
.66
(15"
RC
P)
RIM
:679
.26
8" PVCTOP OF PIPE: 665.23BOTTOM OF PIPE: 664.56PIPE INVERTt: 664.58
SAN ) SAN ) SAN ) SAN ) SAN ) SAN ) SAN ) SAN ) SAN ) SAN ) SAN ) SAN ) SAN ) SAN ) SAN ) SAN ) SAN ) SAN ) SAN ) SAN ) SAN ) SAN
SAN(
SAN(
SAN(
SAN(
SAN(
SAN(
SAN(
SAN(
SAN(
SAN(
SAN(
SAN
ST
ST
ST
ST
ST
15" STORM SEWER
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
WW
WW
W
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
LP
S
S 88°37'07" W
SHELL OIL COMPANY EASEMENTPER DOC. NO. 28536
30' GARY HOBARTWATER CO. EASEMENTPER DOC. NO. 624328
182.92'
40.95'
FOU
ND
IRO
N PIPE
AT CO
RN
ER
XX
1-STOR
Y BRIC
K & STUC
CO
F.F.=682.88( N
OR
THER
N TO
OL )
10" PVC
8" PVC
N 89°59'55" E 150.00'
S 88°37'07" W135.02'
10.00'N 00°18'23" W
24.65'110.36'
N 88°37'07" E
Shell Oil
IRR
.VALVE
EE
E
R=88.00'
9" Dia.
Tree
S 00°00'26" ESANITARY MHRIM=680.13INV=665.18 NINV=666.98 E
RIM=679.26INV=675.66
SANITARY MHRIM=680.84INV=667.84
SANITAR
YSEW
ERTAP FLAG
9" Dia.
Tree
SANITAR
YSEW
ERTAP FLAG
4" WH
ITEPAIN
T STRIP
4"W
HITE
PAINT
STRIP
STST
STST
STST
STST
RIM=671.50INV=668.65
ST
12" WATER MAIN
12" WATER
MAIN
DO
NO
T E
NT
ER
10' B.S.L.
20' B.S.L.
PROPOSEDTAKE 5 OILCHANGE
601
ex1
6''SSL
6''SSL
W W W W W W
UGE
UGE UGE
602
611
52.71'
UD
UD
UD
UD
UD
UD
82.2
'
88 LF OF 12" RCP @ 0.40%
29 LF OF 12" RCP @ 1.02%
112 LF OF 12" RCP @ 0.45%
AF AF KG
00 20' 40'
SCALE: 1" = 20'
N
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:53
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\C
401.
DW
G, L
AYO
UT:
C40
2
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
C402
STORM PLAN &PROFILE
00 20' 40'
SCALE: 1" = 20'
N LEGEND:FINISHED GRADE
EXISTING GRADE
GRANULAR BACKFILL
STORM STRUCTURE ID 6XX
ST
ST
ST
ST
ST
ST
ST
ST
STST
STST
ST
15" STORM
SEWER
STST
STST
STST
STST
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
WW
WW
WW
WW
WW
WW
WW
W
W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
LP
cb
PP
S S
200.00'
S 88°37'07" W 110.36'
LIMITED ACCESS TO US ROADROUTE 30 PER DOC. NO. 500908
SHEL
L O
IL C
OM
PAN
Y EA
SEM
ENT
PER
DO
C.
NO
. 285
36
S 00
°18'
23" E
88.0
2'
30' G
ARY
HO
BAR
TW
ATER
CO
. EAS
EMEN
TPE
R D
OC
. NO
. 624
328
177.
18'
182.
92'
40.95'
157.00'
X X X X X X X X X X X X X X X X X
19
2H
1-STORY BRICK & STUCCOF.F.=682.88
( NORTHERN TOOL )
N 89°59'55" E 150.00'
S 00
°18'
23" E
10.0
0'
S 88°37'07" W 135.02'10.0
0'N
00°
18'2
3" W 24.65' 110.36'N 88°37'07" E
S 00
°18'
23" E
Shell Oil
IRR.VALVE
E
E E
E
E
E
E
E
EE
R=88.00'
LIGHTBASE( NOTIN USE)
LIGHTBASE( NOTIN USE)
9" Dia.Tree
MO
NU
MEN
T SI
GN
UndergroundSign Foundation
UndergroundSign Foundation
Bolder(Typ.)
UndergroundElectric Flag(Typ.)
UndergroundElectric Flag(Typ.)
S 00
°00'
26" E
L a
n d
s c a
p e
L a
n d
s c a
p e
L a
n d
s c a
p e
Concrete
RIM=679.26INV=675.66
CATCHBASINRIM=671.55INV=668.30
9" Dia.Tree
Bolder(Typ.)
4" WHITEPAINT STRIP
mh
15"
STO
RM
SEW
ER
4"WHITEPAINT STRIP
4"WHITEPAINT STRIP
ST ST ST ST ST ST ST ST ST
RIM=670.96INV=668.81
RIM=671.50INV=668.65
STST
STST
S
4" YELLOWPAINT STRIP
12" W
ATER
MAI
N
12" W
ATER
MAI
N
12" WATER MAIN
STORM MHRIM=680.30INV=675.95
SF
CONSTRUCTIONSTAGING AREA(6" COMPACTED #53s)
SF
SF
SF
SF SF SF SF
SF
SF
SFSF
SFSF
SFSF
SFSF
SF
SF
SF
SF
SFSF
SF
SFSF
SF
CL
CL
CE
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
C501
INITIAL CONTROLSSWPPP
AF AF KG
00 30' 60'
SCALE: 1" = 30'
N
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:53
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\C
501.
DW
G, L
AYO
UT:
C50
1
PRIOR TO CLEARING AND GRADING
AFTER FINISH GRADINGAFTER ROUGH GRADINGALONG WITH ROUGH GRADING
PRIOR TO CLEARING AND GRADINGPRIOR TO CLEARING AND GRADINGPRIOR TO CLEARING AND GRADING
AFTER EACH INLET IS PLACED
AFTER FINISH GRADINGAFTER FINISH GRADING
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
AFTER FINISHED GRADING AROUND FINISHED UNITS
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZEDAFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
INSTALLATION SEQUENCEMAINTENANCE
N/AN/AN/A
UNITS FINISHED
AS NEEDED
WATER AS NEEDED
WATER AS NEEDEDWATER AS NEEDED
REMOVAL OF SILT FENCEREMOVAL OF INLET PROTECTIONREMOVAL OF STRAW BALES
SEED, SOD & LANDSCAPE AROUNDINLET PROTECTIONSTRAW BALES EROSION CONTROL MATTINGPERMANENT SEEDINGTEMPORARY SEEDINGTEMPORARY DIVERSIONS
STONE ENTRANCESILT FENCEEXISTING INLET PROTECTIONTREE PROTECTION
EROSION CONTROL MEASURE
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
WEEKLY, AFTER STORM EVENTS AND AS NEEDEDWEEKLY, AFTER STORM EVENTS AND AS NEEDEDWEEKLY, AFTER STORM EVENTS AND AS NEEDED
WEEKLY, AFTER STORM EVENTS AND AS NEEDEDWEEKLY, AFTER STORM EVENTS AND AS NEEDED
EROSION CONTROL SCHEDULE
- SEE CHART FOR MAINTENANCE REQUIREMENTS*
*
EROSION CONTROL SEQUENCE1. Contractor shall schedule a Pre-Construction Meeting with the TOWN OF MERRILLVILLE Stormwater Management Dept.)
219-472-86682. The following erosion control measures shall be in place prior to any land disturbing activities:
2.1. Create a stabilized construction entrance2.2. Install Temporary Inlet Protection Measures on existing storm inlets.2.3. Install Temporary Silt Fence and/or Silt Sock Protection as shown on approved plans2.4. Install Temporary Concrete Washout
3. Contractor shall contact the TOWN OF MERRILLVILLE for an initial Erosion Control Inspection to obtain full sign off on theImprovement Location Permit prior to earthwork activities.
4. Once land disturbing activities begin, the following practices shall be provided:4.1. The Trained Individual shall make weekly site inspections and after every rainfall event of 0.5 inches and greater.4.2. Positive drainage shall be maintained at all times. Contractor shall ensure the downstream drainage system and
adjacent properties are not receiving sediment/debris laden runoff. If additional measures are necessary to protectadjacent properties or the downstream drainage system, the Contractor shall notify the Engineer and implement thenecessary measures immediately.
4.3. Once earth disturbing activities begin, the adjacent roadways, adjacent drives and parking lots shall be continuouslymonitored for sediment tracking. If sediment is found, immediate action is required to clean the offsite areas and thecurrent erosion control practices will need to be inspected and modified accordingly to prevent any further sediment fromleaving the project site.
4.4. Once the new storm structures/pipes are is in place, the appropriate type of inlet protection measures shall be placed.4.5. Continued monitoring of all exposed areas shall be performed in order to verify the surrounding areas are not becoming
sediment laden from construction activities onsite.4.6. As the construction occurs, disturbed areas shall be stabilized as soon as they are at finished grade or will be left bare
for more than 15 days.4.7. Provide final grade stabilization upon final grading of all areas including erosion control blanketing, seeding and sodding
as appropriate.4.8. Storm sewers that become silted due to construction activities shall be cleaned with a jet vacuum and the material
properly disposed of.5. Construction Phase BMP's shall remain in place and continue to be inspected until the entire site has reached the minimum
vegetative cover, 70% established.6. Upon the site reaching the required minimum established vegetative cover, the IDEM Rule 5 Notice of Termination shall be
submitted to the MS4 Department for approval prior to submitting it to IDEM.
THE INDIANA STORM WATER QUALITY MANUAL & TOWN OF MERRILLVILLE STANDARDS SHALL BE USEDIN CONJUNCTION WITH THIS SET OF EROSION CONTROL PLANS.
TOTAL SITE AREA = 0.61 ACRESDISTURBED AREA = 0.32 ACRES
EROSION CONTROL NOTES:1. All proposed erosion and sediment control shall be in conformance with TOWN OF MERRILLVILLE Standards. Discrepancies
between the plans and the Manual shall not alleviate the contractor from adhering to the requirements as set forth in theManual.
2. All erosion control practices shall be in accordance with the "Indiana Storm Water Quality Manual" and the SCS "Field OfficeTechnical Guide".
3. The TOWN STORMWATER DEPARTMENT has the right to require additional erosion control measures in the field asconditions warrant.
4. Additional erosion and sediment control measures may be required by the inspector.5. The storm water quality unit shown on these plans shall be the unit installed during the development of this property. No
substitutions shall be permitted.6. Copies of the letter of intent and response from TOWN OF MERRILLVILLE office for Rule 5 compliance, when required.7. There shall be no dirt, debris, or storage of materials in the street.8. All erosion control materials shall be approved by TOWN OF MERRILLVILLE prior to installation.9. No soil will be removed or disposed of from the grading site.
KEY NOTES:
IP DROP INLET PROTECTION
CE CONSTRUCTION ENTRANCE
PS PERMANENT SEEDING
TS TEMPORARY SEEDING
EB EROSION CONTROL BLANKETWITH PERMANENT SEEDING
SS SOIL STOCKPILE
SF SILT FENCE
CL CONSTRUCTION LIMITS
CW CONCRETE WASHOUT
SUB ASPHALT PAVEMENT SUBBASE
XX
SF
ST
ST
ST
ST
ST
ST
ST
ST
STST
STST
ST
15" STORM
SEWER
STST
STST
STST
STST
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
WW
WW
WW
WW
WW
WW
WW
W
W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
LP
cb
PP
S S
200.00'
S 88°37'07" W 110.36'
LIMITED ACCESS TO US ROADROUTE 30 PER DOC. NO. 500908
SHEL
L O
IL C
OM
PAN
Y EA
SEM
ENT
PER
DO
C.
NO
. 285
36
S 00
°18'
23" E
88.0
2'
30' G
ARY
HO
BAR
TW
ATER
CO
. EAS
EMEN
TPE
R D
OC
. NO
. 624
328
177.
18'
182.
92'
40.95'
157.00'
X X X X X X X X X X X X X X X X X X X X X
19
16
2H
1-STORY BRICK & STUCCOF.F.=682.88
( NORTHERN TOOL )
N 89°59'55" E 150.00'
S 00
°18'
23" E
10.0
0'
S 88°37'07" W 135.02'10.0
0'N
00°
18'2
3" W 24.65' 110.36'N 88°37'07" E
S 00
°18'
23" E
Shell Oil
IRR.VALVE
E
E E
E
E
E
E
E
EE
R=88.00'
LIGHTBASE( NOTIN USE)
LIGHTBASE( NOTIN USE)
9" Dia.Tree
MO
NU
MEN
T SI
GN
UndergroundSign Foundation
UndergroundSign Foundation
Bolder(Typ.)
UndergroundElectric Flag(Typ.)
UndergroundElectric Flag(Typ.)
S 00
°00'
26" E
L a
n d
s c a
p e
L a
n d
s c a
p e
L a
n d
s c a
p e
Concrete
RIM=679.26INV=675.66
CATCHBASINRIM=671.55INV=668.30
9" Dia.Tree
Bolder(Typ.)
4" WHITEPAINT STRIP
mh
15"
STO
RM
SEW
ER
4"WHITEPAINT STRIP
4"WHITEPAINT STRIP
ST ST ST ST ST ST ST ST ST
RIM=670.96INV=668.81
RIM=671.50INV=668.65
STST
STST
S
4" YELLOWPAINT STRIP
12" W
ATER
MAI
N
12" W
ATER
MAI
N
12" WATER MAIN
STORM MHRIM=680.30INV=675.95
10' B
.S.L
.
10' B
.S.L
.
20' B.S.L.DUMPSTER
PRO
POSE
DTA
KE 5
OIL
CH
ANG
EBU
ILD
ING
(1,5
00 S
F±)
601
ex1
602
611
52.71'
27.17'
SF
CONSTRUCTIONSTAGING AREA(6" COMPACTED #53s)
SF
SF
SF
SF SF SF SF
SF
SF
SFSF
SFSF
SFSF
SFSF
SF
SF
SF
SF
SFSF
SF
SFSF
SF
CL
CL
IP
IP
IP
SUB
SUB
SUB
CE
AF AF KG
00 30' 60'
SCALE: 1" = 30'
N
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:54
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\C
501.
DW
G, L
AYO
UT:
C50
2
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
C502
MASS GRADING &CONSTRUCTION
SWPPP
KEY NOTES:
IP DROP INLET PROTECTION
CE CONSTRUCTION ENTRANCE
PS PERMANENT SEEDING
TS TEMPORARY SEEDING
EB EROSION CONTROL BLANKETWITH PERMANENT SEEDING
SS SOIL STOCKPILE
SF SILT FENCE
CL CONSTRUCTION LIMITS
CW CONCRETE WASHOUT
SUB ASPHALT PAVEMENT SUBBASE
XX
SF
ST
ST
ST
ST
ST
ST
ST
ST
STST
STST
ST
15" STORM
SEWER
STST
STST
STST
STST
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
WW
WW
WW
WW
WW
WW
WW
W
W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
LP
cb
PP
S S
200.00'
S 88°37'07" W 110.36'
LIMITED ACCESS TO US ROADROUTE 30 PER DOC. NO. 500908
SHEL
L O
IL C
OM
PAN
Y EA
SEM
ENT
PER
DO
C.
NO
. 285
36
S 00
°18'
23" E
88.0
2'
30' G
ARY
HO
BAR
TW
ATER
CO
. EAS
EMEN
TPE
R D
OC
. NO
. 624
328
177.
18'
182.
92'
40.95'
157.00'
X X X X X X X X X X X X X X X X X X X X X
19
16
2H
1-STORY BRICK & STUCCOF.F.=682.88
( NORTHERN TOOL )
N 89°59'55" E 150.00'
S 00
°18'
23" E
10.0
0'
S 88°37'07" W 135.02'10.0
0'N
00°
18'2
3" W 24.65' 110.36'N 88°37'07" E
S 00
°18'
23" E
Shell Oil
IRR.VALVE
E
E E
E
E
E
E
E
EE
R=88.00'
LIGHTBASE( NOTIN USE)
LIGHTBASE( NOTIN USE)
9" Dia.Tree
MO
NU
MEN
T SI
GN
UndergroundSign Foundation
UndergroundSign Foundation
Bolder(Typ.)
UndergroundElectric Flag(Typ.)
UndergroundElectric Flag(Typ.)
S 00
°00'
26" E
L a
n d
s c a
p e
L a
n d
s c a
p e
L a
n d
s c a
p e
Concrete
RIM=679.26INV=675.66
CATCHBASINRIM=671.55INV=668.30
9" Dia.Tree
Bolder(Typ.)
4" WHITEPAINT STRIP
mh
15"
STO
RM
SEW
ER
4"WHITEPAINT STRIP
4"WHITEPAINT STRIP
ST ST ST ST ST ST ST ST ST
RIM=670.96INV=668.81
RIM=671.50INV=668.65
STST
STST
S
4" YELLOWPAINT STRIP
12" W
ATER
MAI
N
12" W
ATER
MAI
N
12" WATER MAIN
STORM MHRIM=680.30INV=675.95
10' B
.S.L
.
10' B
.S.L
.
20' B.S.L.DUMPSTER
PRO
POSE
DTA
KE 5
OIL
CH
ANG
EBU
ILD
ING
(1,5
00 S
F±)
601
ex1
602
611
52.71'
27.17'
SF
CONSTRUCTIONSTAGING AREA(6" COMPACTED #53s)
SF
SF
SF
SF SF SF SF
SF
SF
SFSF
SFSF
SFSF
SFSF
SF
SF
SF
SF
SFSF
SF
SFSF
SF
CL
CL
CE
EB
AF AF KG
00 30' 60'
SCALE: 1" = 30'
N
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:54
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\C
501.
DW
G, L
AYO
UT:
C50
3
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
C503
POST CONSTRUCTIONSWPPP
KEY NOTES:
IP DROP INLET PROTECTION
CE CONSTRUCTION ENTRANCE
PS PERMANENT SEEDING
TS TEMPORARY SEEDING
EB EROSION CONTROL BLANKETWITH PERMANENT SEEDING
SS SOIL STOCKPILE
SF SILT FENCE
CL CONSTRUCTION LIMITS
CW CONCRETE WASHOUT
SUB ASPHALT PAVEMENT SUBBASE
XX
SF
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
C504EROSION DETAILS
AF AF KG
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:54
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\C
501.
DW
G, L
AYO
UT:
C50
4
SEASONAL SOIL PROTECTION CHART
G
B
**F
EC
A
*/////I/////*
*////I////*
*/////I/////*
D
*/I/
B
SILT FENCE SECTION
STABLIZED CONSTRUCTION ENTRANCE
kN (lbs) 1.78 (400) x 1.40 (315)% 15 x 15
kN (lbs) 0.67 (150)kPa (psi) 5506 (800)kN (lbs) 0.67 (150) x 0.73 (165)
% 90Mm (US Std Sieve) 0.425 (40)
2852 (70)Sec 0.90-1
22
kN (lbs) 1.62 (365) X 0.89 (200)% 24 X 10
kN (lbs) 0.40 (90)kPa (psi) 3097 (450)kN (lbs) 0.51 (115) X 0.33 (75)
% 90Mm (US Std Sieve) 0.425 (40)
5907 (145)Sec 2.1-1
22
REINFORCED CORNERS
MANAGEABLE2 FOOT
CONTAINMENTAREA
LIFT STRAPS
OPTIONALOVERFLOW PORTS
DUMPINGSTRAPS
STORMINLET
CITY/STATE:PROJECT:
DATE: DR. NO:DR. BY:
DETAIL OF INLET SEDIMENT CONTROL DEVICE
DANDY SACK
Ô
Ô
Ô
Grab Tensile Strength ASTM D 4632Grab Tensile Elongation ASTM D 4632
Puncture Strength ASTM D 4833Mullen Burst Strength ASTM D 3786
Trapezoid Tear Strength ASTM D 4533UV Resistence ASTM D 4355
Apparent Opening Size ASTM D 4751Flow Rate ASTM D 4491 1/min/m (gal/min/ft )Permittivity ASTM D 4491
Ô
Grab Tensile Strength ASTM D 4632Grab Tensile Elongation ASTM D 4632
Puncture Strength ASTM D 4833Mullen Burst Strength ASTM D 3786
Trapezoid Tear Strength ASTM D 4533UV Resistence ASTM D 4355
Apparent Opening Size ASTM D 4751Flow Rate ASTM D 4491 1/min/m (gal/min/ft )Permittivity ASTM D 4491
Ô
GRATE
CONCRETE WASHOUT AREAA
A
SILT FENCE INLET PROTECTION
SFSF
SFSF
SFSF
SF SF
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
C801GENERAL DETAILS
AF AF KG
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:54
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\C
801.
DW
G, L
AYO
UT:
C80
1
00 30' 60'
SCALE: 1" = 30'
NPR
INTE
D B
Y: A
shto
n Fr
itzD
ATE:
10/
12/2
021
12:5
4 PM
SHEE
T SI
ZE, S
CAL
E: A
NSI
FU
LL B
LEED
D (3
4.00
X 2
2.00
INC
HES
), 1:
1FI
LE N
AME:
F:\2
021\
2105
006
- TAK
E 5
MER
RIL
LVIL
LE\0
2 C
IVIL
\PLA
NS\
C80
1.D
WG
, LAY
OU
T: C
801
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:54
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\C
801.
DW
G, L
AYO
UT:
C80
1
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:54
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\C
801.
DW
G, L
AYO
UT:
C80
1
CURB JOINT DETAIL
1-1/2" R
PAVEMENT
GRADE SLOPE:1:50 (MAX.)
SCORE 1/4" R
CONCRETE CURB AND WALK
COMPACTEDSUBGRADE
BUILDINGOR
6' WIDE UNLESS NOTED OTHERWISE
ADA PARKING STALLS
NOTE:
MAX. 2% SLOPE ANY DIRECTION
ADA PARKING SIGN SEEDETAIL FOR GRADE MOUNTED
OR ARCH. PLANS FORBUILDING MOUNTED
4" BLUESTRIPING
SEE ADAPARKINGSYMBOL DETAIL
5'-0" MIN. FORNON-VAN
ACCESSIBLE SPACE.SEE SITE PLANS FOR
LOCATIONSNOTES:
PARKINGRESERVED
VANACCESSIBLE
12"X18" 18 GAUGE HOT DIP GALVANIZEDNON-REFLECTIVE
"VAN ACCESSIBLE" SIGN ONLY NEEDED FOR VANACCESSIBLE SPACES
ALUMINUM METAL(SIGN)
GREEN -ILLUMINATING(LETTERS) TYP.
WHITE -ILLUMINATINGTAP (BACKGROUND)
BLUE -ILLUMINATING(SYMBOL BLOCK)
GREEN -ILLUMINATING(BORDER) TYP.GREEN -ILLUMINATING(LETTERS) TYP.
1" RAD.ALLCORNERS
ADA PARKING SIGN
PARKINGRESERVED
METAL SIGN: BOLT TOCHANNEL PIPE
GRADE
12"
36" CONCRETE ENCASEMENT
12" DIA
THICKENED EDGE ASPHALT/CONCRETEPAVEMENT JOINT DETAIL
CONCRETEPAVEMENT
8" MIN.ASPHALTPAVEMENT
11
ASPHALTPAVEMENT(SEE PLAN)
PROPOSED SUBGRADEPER PAVEMENTSECTION
DOWEL SCHEDULETYPE "A"
TYPE "A"ALTERNATE
TYPE "B" TYPE "E"
TYPE "D"
TYPE "C"
D
5'
D+2
"
1"
D D/2
D/4
1/4"
D D/2
1"
1/4
D
1 1/4"
D D/2
D/4
D DD/2
1/4
D
D/2
1/4
D
JOINT DETAILS
PAVEMENT MARKINGS
96"
70.8"
6" X 18" MONOLITHIC CURB DETAIL
45
VALLEY CURB AND GUTTER
TYPICAL PIPE BOLLARD /GUARD POST DETAIL
TYPICAL PAVEMENT SECTION DETAILS
CONCRETE PAVEMENT - TYPE 1
3"
12" O.C.
LIGHT DUTY ASPHALT
HEAVY DUTY ASPHALT
TRASH PAD (TYP)
CONCRETE CURB & GUTTER
CONCRETE CURB TAPER DETAIL
END OF TAPER 14" ABOVEFINISHED GRADE ATEND/PAVEMENT
FULL HEIGHTCURB PER PLAN
14
ASPHALTPAVEMENT(SEE PLAN)
PROPOSED SUBGRADEPER PAVEMENTSECTION
CURB BELOWGRADE
CONC. WHEELSTOPS
NOTES:1. TWO (2) BICYCLE PARKING RACKS REQUIRED.2. RACKS SHALL BE BLACK THERMOPLASTIC POWDER COATED AND FIXED IN PLACE
WITH EITHER ANCHOR BOLTS OR CAST INTO CONCRETE PER MANUFACTURERSRECOMMENDATION AND REQUIREMENTS.
3. CONCRETE PAD SHALL BE MINIMUM OF 72" X 84" AND MATCH THE SIDEWALKSECTION AND SPECIFICATIONS.
PRECAST CONCRETEPARKING BARRIER
BICYCLE PARKING LAYOUT
AF AF KG
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:54
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\C
801.
DW
G, L
AYO
UT:
C80
2
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
C802GENERAL DETAILS
AF AF KG
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:54
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\C
801.
DW
G, L
AYO
UT:
C80
3
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
C803
STORM AND SANITARYDETAILS
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:54
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\C
801.
DW
G, L
AYO
UT:
C80
3
STORM BOX STRUCTURE STORM STRUCTURE CONCRETE APRON TYPICAL CLEANOUT SECTION
·
·
CONCRETE CRADLE DETAIL HDPE BEDDING SECTION DETAIL
MIN WIDTH =1.25*(Bc)+12"
RCP BEDDING SECTION < 5' FROMEDGE OF PAVEMENT
SANITARY LATERAL SERVICECONNECTION DETAIL
AF AF KG
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
C804WATER DETAILS
TAPPING SLEEVE AND TAPPING VALVE DETAIL
TAPPING SLEEVE ANDTAPPING VALVE
STANDARD DETAIL
BENDS TEES
PLUGSSECTION A
THRUST BLOCK DETAIL
STANDARD DETAIL
THRUST BLOCKS
SINGLE WATER SERVICE CONNECTION
STANDARD DETAIL
SINGLE WATER SERVICE
AF AF KG
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:54
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\C
801.
DW
G, L
AYO
UT:
C90
1
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
C901
GENERALSPECIFICATIONS
A. SCOPE OF WORK
1. Extent: The work required under this section consists of all excavating, filling, rough grading and related itemsnecessary to complete the work indicated on the drawings and described in the specifications. The Contractor shallnotify in writing the Owners and the Engineer of any changes, errors, or omissions found on the plans or in the field,before work is started or resumed.
a. In general, the items of work to be performed under this section shall include clearing and grubbing, removalof trees and stumps (where required), protection of trees to remain, stripping and storage of topsoil, fill,compaction and rough grading of entire site as indicated on the drawings.
b. Excavated material that is suitable may be used for fill. All unsuitable material and all surplus excavatedmaterial not required shall be removed from the site by the Contractor. The location of dump and length ofhaul shall be the Contractor's responsibility.
c. Provide and place any additional fill material from off the site as may be necessary to produce the gradesrequired. Fill obtained from offsite shall be of kind and quality as specified herein, and as approved by theEngineer & Owner.
2. The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior tostarting excavation.
3. Work not included: The following items of related work are specified and included in other sections of thesespecifications.
a. Excavation, grading and backfilling for utility lines.b. Storm drainage systems.c. Sanitary sewer systems.d. Water supply systems.e. Drives and paving.
B. BENCHMARKS
1. Maintain carefully all bench marks, monuments and other reference points. If disturbed or destroyed, replace asdirected by the Engineer.
C. REMOVAL OF TREES
1. Remove all trees and stumps from area to be occupied by road and surfaced areas. Removal of trees outsidethese areas shall only be done as noted on drawings or approved by the Owner.
2. All brush, stumps, wood and other refuse from the trees shall be removed from the site or burned with properpermits (where applicable).
D. PROTECTION OF TREES
1. General Protection: the Contractor shall be responsible for the protection of tops, trunks and roots of existing treeson the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced orotherwise protected before any work is started; do not stockpile within branch spread. Remove interfering brancheswithout injury to trunks and cover scars with tree paint.
E. STRIPPING OF TOPSOIL
1. Remove topsoil to a depth of 6 inches (or as indicated by Owner's Geotechnical Engineer) from the areas to beoccupied by roads, walks, buildings, and parking areas. Pile and store topsoil at a location where it will not interferewith construction operations. Top soil shall be reasonably free from subsoil, debris and stones larger than 2 inches.
F. DISPOSITION OF UTILITIES
1. Rules and regulations governing the respective utilities shall be observed in executing all work under this section.
2. It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase ofthe work. It shall be the contractor's responsibility to contact the owners of the various utilities before work isstarted. The contractor shall notify in writing the owners or the engineers of any changes, errors or omissions foundon these plans, and/or in the field before work is started or resumes.
3. Where active utilities are encountered but not shown on the drawings, the Contractor shall notify the UtilityCompany, Owner and Engineer prior to proceeding with any work. An appropriate course of action shall be agreedupon by the Utility Company, Owner and Engineer prior to work commencing.
4. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to theEngineer. They shall be removed, plugged or capped as directed by the Engineer and/or Utility Company.
G. SITE GRADING
1. Grades: Perform all cutting, filling, compacting of fills and rough grading required to bring entire project area tosubgrade as shown on the drawings. Undercut open areas 4" for topsoil.
2. Rough grading: the tolerance for paved areas shall not exceed 0.10 feet above established subgrade. All otherareas shall not exceed 0.10 feet plus or minus the established grade. Provide roundings at top and bottom of banksand other breaks in grade. All open areas shall be graded a minimum of 0.5% and a maximum of 3H:1V slope.
3. Sub-grade shall be proof rolled with suitable equipment and all spongy and otherwise unsuitable material shall beremoved and replaced with suitable material. Contractor shall coordinate the proof roll procedure with the agencyhaving jurisdiction to ensure proper representation is in attendance for the test.
4. Sub-grade for building areas shall be compacted to a minimum compaction of 95% Modified Proctor Density or perthe Archetectual/Structural Construction Plans for the corresponding building area. The Archetectual/Structuralplans shall govern.
5. Sub-grade for streets and paved areas - See PAVEMENT specifications.
6. See PAVEMENT section for additional information.
7. All fill material shall be formed from soil free of deleterious material. Prior to placement of fill, a sample of theproposed material shall be submitted to the Owner's Geotechnical Engineer for approval. The fill material shall beplaced in layers not to exceed 8" in loose thickness and shall be spread and compacted at the proper moisturecontent.
8. All fill material in areas outside of building and pavement areas shall be compacted lightly with each lift andprotected from erosion. Areas of building construction shall have suitable fill material placed and compacted inaccordance with the Soils Engineer's report and per sub-section 4 described above in this Section.
9. The Contractor shall verify all earthwork quantities prior to the start of construction. The Contractor shall notify theOwner and Engineer in writing if excess or shortage of earth quantities is encountered and verify requirements forstockpiling, removal or importing earth. Owner and Engineer hereby reserve the right to allow minor adjustments inproposed grades to reduce an earth quantity disparity.
H. SEEDING PREPARATION
1. Contractor shall resolve any surface or subsurface drainage problems and construct permanent erosion controlstructures.
2. Remove all rocks, roots or other materials that may interfere with seedbed preparation.
3. Perform the major filling, shaping and smoothing of gullied or severely eroded areas.
4. Have soil tested to check pH and fertility levels. Apply lime at rate specified in seeding specifications on the plans.
5. Work all lime and fertilizer into the soil to a depth of 2-3 inches with a small disk, harrow or rake operated across theslope as much as possible.
6. Firm the soil bed where possible. Do not over pack the soil to ensure compacting does not restrict water and rootpenetration into the soil.
1. The work required under this section includes all exterior concrete and bituminous paving and relateditems necessary to complete the work indicated on drawings and described in the specifications,including but not limited to:
· All drives, parking areas within contract limits· Curbs and gutters· Sidewalks, concrete slabs, exterior steps
B. MATERIALS
1. Concrete: Concrete shall be ready-mixed and shall be a mix of proportioned fine and coarseaggregates with Portland cement and water. Minimum cement content shall be 6 bags per cubic yardof concrete and maximum water content shall be 5.5 U.S. gallons per sack of cement, includingmoisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4 inches and aminimum of 2 inches. The slump of machine placed concrete shall be no less than 1-1/4 inches or morethan 3 inches. Standard test ASTM C-143 shall be used to measure slump. Minimum compressivestrength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air entrainment of 5%to 8% by volume per ASTM C-260. Re-tempering of delivered concrete shall not be permitted. Concreteshall be composed of:
a. Portland cement: conforming to ASTM C-150, Type IA or type IIIA.b. Aggregates: conforming to ASTM C-33.c. Water: Shall be clear and free from injurious amounts of oils, acids, alkalics organic materials or
other deleterious substances.
2. Pre-molded Joint Filler: Shall be non-extruding type meeting ASTM D-544, except that pre-molded jointfiller used in concrete walk construction may be either non-extruding or resilient.
3. Bituminous Pavement Materials: All materials proposed for the construction of bituminous pavementsshall comply with the Indiana Department of Transportation Standard Specifications, latest revisions.
4. Compacted Aggregate Sub-base:
· If a certain type of aggregate is specified and labeled per the plans and/or details, than thataggregate shall meet and be in accordance with the INDOT Standard Specifications.
· If the aggregate is not specified or labeled than it shall be crushed stone or gravel meeting thefollowing requirements. Crushed gravel shall be a minimum of 35% crushed material. Fines shallbe limited to a maximum of 8% of the total. Material shall be free from an excess of flat, elongated,thinly laminated soft or disintegrated pieces, and shall be free from fragments coated with dirt.Compacted aggregate shall have a gradation as presented below.
SIEVE SIZE % PASSING1-1/2" 1001" 80-1003/4" 70-901/2" 55-80#4 35-60#8 25-50#30 2-30#200 5-10
C. APPLICATION
1. Grading: Do any necessary grading in addition to that performed in accordance with EARTHWORKSection, to bring sub-grades, after final compaction, to the required grades and sections for siteimprovement.
2. Preparation of Sub-grade: Remove spongy and otherwise unsuitable material and replace with stablematerial. No traffic shall be allowed on prepared sub-grade prior to paving.
3. Compaction of Sub-grade: Refer to Section 207 of the INDOT Standard Specification Manual.
4. Utility Structures: Check for correct elevation of all manhole covers, inlets, valve boxes and similarstructures located within areas to be paved and mark, or have made any necessary adjustments tosuch structures.
5. Placing Concrete:
a. Sub-grade: Place concrete only on a moist, compacted sub-grade of base free from loose material.No concrete shall be placed on a muddy or frozen subgrade.
b. Forms: All forms shall be free from warp, tight enough to prevent leakage and substantial enough tomaintain their shape and position without springing or settling when concrete is placed. Forms shallbe clean and smooth immediately before concreting.
c. Placing Concrete: Concrete shall be deposited so as to require as little handling as practicable.When concrete is to be placed at an atmospheric temperature of 35 degrees (F) or less, the IndianaDepartment of Transportation Standard Specifications, latest revision shall be followed.
6. Concrete Curb and Gutter:
a. Expansion Joints: Shall be 1/2 inch thick pre-moulded at ends of all returns and a maximum spacingof 100 feet.
b. Contraction Joints: Unless otherwise provided, contraction joints shall be joints spaced 10 feet oncenter.
c. Finish: Tamp and spread concrete as soon as placed, and fill any honeycombed places. Finishsquare corners to 1/4 inch radius or as otherwise required.
7. Concrete Walks and Exterior Steps:
a. Slopes: Provide 1/4 inch per foot cross slope. Contractor shall make field adjustments in slopes atwalk intersections as necessary to provide proper drainage.
b. Dimensions: Walks and steps shall be one course construction and of widths and thickness shownon the drawings.
c. Finish: Spread concrete and trowel with a steel trowel to a hard dense surface after surface waterhas disappeared. Apply medium broom finish and scribe control joints at 6 foot spacing. Provide 1/2inch expansion joints where sidewalks intersect and at a maximum spacing of 48 feet along walks.
8. Curing Concrete: Except as otherwise specified, cure all concrete by one of the methods described inthe Indiana Department of Transportation Standard Specifications, latest revision.
9. Bituminous Pavement: Hot asphalt concrete pavement shall be as specified in the Indiana Departmentof Transportation Standard Specifications, latest revisions. Paving will not be permitted duringunfavorable weather or when the temperature is 40 degrees (F) or below and falling.
10. Compacted Aggregate Sub-base: The thickness shown on the drawings is the minimum thickness ofthe fully compacted sub-base: Compaction shall be accomplished by rolling with a smooth wheeledroller weighing 8 to 10 tons. Compact to 95% compaction using Standard Testing Procedures. Alongcurbs, headers and walls and at all places not accessible to the roller, the aggregate material shall betamped with mechanical tampers.
Whenever groundwater is encountered, the CONTRACTOR shall make every practical effort tosecure a dry trench bottom before laying pipe. The CONTRACTOR shall provide, install andoperate sufficient trenches, sumps, pumps, hose, piping, well points, etc. to depress and maintainthe groundwater level below the base of the excavation. If the CONTRACTOR is unable to removethe standing water in the trench, the CONTRACTOR shall over-excavate the proposed bottomgrade of the sewer bedding, and place not less than three (3) inches of No. 8 crushed stone in theover-excavated area.
The CONTRACTOR shall keep the site free of surface water at all times and shall install drainageditches, dikes, pumps, and perform other work necessary to divert or remove rainfall and other accumulation of surface water from excavations. The diversion and removal of surface and/or groundwater shall be performed in a manner which will prevent the accumulation of water withinthe construction area. UNDER NO CIRCUMSTANCES SHALL SURFACE WATER AND/ORGROUNDWATER BE DISCHARGED TO, DISPOSED OF OR ALLOWED TO FLOW INTO ANACTIVE SANITARY SEWER SYSTEM.
1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL TOWN OF MERRILLVILLE CONSTRUCTIONSTANDARDS AND SPECIFICATIONS (STANDARDS) UNLESS SPECIFICALLY NOTEDOTHERWISE.
2. INDIANA STATE DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS,LATEST EDITION, TO BE USED WITH THESE PLANS. (SUPPLEMENTAL SPECIFICATIONS)
3. IN THE EVENT THESE PLANS OR SUPPLEMENTAL SPECIFICATIONS ARE IN CONFLICT WITHSAID STANDARDS, THE MORE STRINGENT REQUIREMENTS SHALL BE USED.
STORM SEWER SYSTEMS
Storm construction procedures, materials, testing, details and specifications shall be inaccordance with TOWN OF MERRILLVILLE STORMWATER TECHNICAL ANDCONSTRUCTION STANDARDS. Please refer to these standards, specifications, anddetails for all storm sewer system construction.
SANITARY SEWER SYSTEMS
Sanitary construction procedures, materials, testing, details and specifications shall be inaccordance with TOWN OF MERRILLVILLE WASTEWATER CONSERVANCYSTANDARDS & SPECIFICATIONS. Please refer to these standards, specifications, anddetails for all sanitary sewer system construction.
Water construction procedures, materials, testing, details and specifications shall be inaccordance with INDIANA AMERICAN WATER TECHNICAL & CONSTRUCTIONSTANDARDS. Please refer to these standards, specifications, and details for all watersystem construction.
Fire Suppression systems construction procedures, materials, testing, details andspecifications shall be in accordance with INDIANA AMERICAN WATER ANDMERRILLVILLE FIRE DEPARTMENT TECHNICAL & CONSTRUCTION STANDARDS.Please refer to these standards, specifications, and details for all fire suppression systemconstruction.
ST
ST
STST
STST
STST
ST
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
WW
WW
W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
cb
PP
S S
S 88°37'07" W 110.36'
SHEL
L O
IL C
OM
PAN
Y EA
SEM
ENT
PER
DO
C.
NO
. 285
36
S 00
°18'
23" E
88.0
2'
30' G
ARY
HO
BAR
TW
ATER
CO
. EAS
EMEN
TPE
R D
OC
. NO
. 624
328
177.
18'
182.
92'
40.95'
157.00'
X X X X X X X X X X X X
N 89°59'55" E 150.00'
S 00
°18'
23" E
10.0
0'
S 88°37'07" W 135.02'10.0
0'N
00°
18'2
3" W 24.65' 110.36'N 88°37'07" E
S 00
°18'
23" E
Shell Oil
IRR.VALVE
E
E E
E
E
E
E
E
EE
R=88.00'
LIGHTBASE( NOTIN USE)
LIGHTBASE( NOTIN USE)
9" Dia.Tree
MO
NU
MEN
T SI
GN
UndergroundSign Foundation
UndergroundSign Foundation
Bolder(Typ.)
UndergroundElectric Flag(Typ.)
UndergroundElectric Flag(Typ.)
S 00
°00'
26" E
L a
n d
s c a
p e
L a
n d
s c a
p e
L a
n d
s c a
p e
RIM=679.26INV=675.66
CATCHBASINRIM=671.55INV=668.30
9" Dia.Tree
4" WHITEPAINT STRIP
4"WHITEPAINT STRIP
4"WHITEPAINT STRIP
ST ST ST ST ST ST ST ST ST
RIM=670.96INV=668.81
RIM=671.50INV=668.65
STST
STST
4" YELLOWPAINT STRIP
12" W
ATER
MAI
N
12" W
ATER
MAI
N
12" WATER MAIN
DO NOT ENTER
10' B
.S.L
.
10' B
.S.L
.
20' B.S.L.DUMPSTER
PRO
POSE
DTA
KE 5
OIL
CH
ANG
EBU
ILD
ING
(1,5
00 S
F±)
52.71'
27.17'
Existing Trees to Remain
3-Riverbirch @ 40' o.c.
5-Red Twig Dogwood @ 4' o.c.
5-Red Twig Dogwood @ 4' o.c.
5-Red Twig Dogwood @ 4' o.c.
5-Red Twig Dogwood @ 4' o.c.
5-Red Twig Dogwood @ 4' o.c.
1-Redbud
1-Redbud
1-Riverbirch
1-Riverbirch
2-Redbud
5-Red Twig Dogwood @ 4' o.c.
Turf
Turf
Turf
Turf
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.PE10707583
OO
14020 Mississinewa DriveCarmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com
Fritz EngineeringServices, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5 OILCHANGEMERRILLVILLE
TAKE 5 INDIANA10884 GRSHAM PLACENOBLESVILLE, IN 46060
9/21/2021
2105006
700 BLOCK OF E 81ST PLACEMERRILLVILLE, INDIANA 46410
LAKE COUNTY
NW 14, S22, T35N, R8W
SHEET NAME
SHEET NO.
PRELIMINARY
NOT FOR
CONSTRUCTION
©20
21 F
RIT
Z EN
GIN
EER
ING
SER
VIC
ES, L
LC
L101LANDSCAPE PLAN
AF AF KG
00 30' 60'
SCALE: 1" = 30'
N
"IT'S THELAW"
R
Know what's below.Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
PRIN
TED
BY:
Ash
ton
Fritz
DAT
E: 1
0/12
/202
1 12
:54
PMSH
EET
SIZE
, SC
ALE:
AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES),
1:1
FILE
NAM
E: F
:\202
1\21
0500
6 - T
AKE
5 M
ERR
ILLV
ILLE
\02
CIV
IL\P
LAN
S\L1
01.D
WG
, LAY
OU
T: L
101
PLANT MATERIAL SHALL BE SELECTED AND INSTALLED TO COMPLY WITH THE FOLLOWING REQUIREMENTS:
1. LANDSCAPE MATERIALS SELECTED SHALL BE APPROPRIATE TO LOCAL GROWING AND CLIMATECONDITIONS AND FOLLOW THE GUIDELINES SET BY THE AMERICAN STANDARD FOR NURSERY STOCK. ANSIZ60.1 (CURRENT EDITION) AMERICAN ASSOCIATION OF NURSERYMEN, INC
2. ALL PLANTS SHALL BE OF SPECIMEN QUALITY, SUPERIOR FORM, HEALTHY, VIGOROUS, WELL BRANCHED, DENSELY FOLIATED WHEN IN LEAF, FREE OF DISEASE AND INSECTS EGGS OR LARVAE AND SHALL HAVE WELL-DEVELOPED ROOT SYSTEMS. PLANTS SHALL BE FREE FROM DAMAGE OR CONDITIONS THAT WOULD PREVENT NORMAL GROWTH.
ALL PLANTING MATERIAL SHALL BE IN ACCORDANCE WITH THE MOST CURRENT PUBLICATION OF THEAMERICAN STANDARD FOR NURSERY STOCK AS PRODUCED BY THE AMERICAN NATIONAL STANDARDSINSTITUTE, INC.
a. STREET TREES AND SHADE TREES: ALL STREET TREES AND SHADE TREES AT THE TIME OF PLANTING SHALL HAVE A MINIMUM CALIPER OF TWO AND ONE-HALF (2.5) INCHES WHEN MEASURED FROM SIX (6) INCHES ABOVE GROUND LEVEL.
b. ORNAMENTAL TREES: ALL ORNAMENTAL TREES AT THE TIME OF PLANTING SHALL HAVE A MINIMUM CALIPER OF ONE AND ONE-HALF (1.5) INCHES WHEN MEASURED FROM SIX (6) INCHES ABOVE GROUND LEVEL.
c. EVERGREEN TREES: ALL EVERGREEN TREES AT THE TIME OF PLANTING SHALL HAVE A MINIMUM HEIGHT OF SIX (6) FEET.
d. SHRUBBERY: ALL DECIDUOUS AND EVERGREEN SHRUBS AT THE TIME OF PLANTING SHALL HAVE A MINIMUM HEIGHT OF EIGHTEEN (18) INCHES.
e. GROUND COVER/ORNAMENTAL GRASS: ALL GROUND COVER/ORNAMENTAL GRASS AT THE TIME OF PLANTING SHALL HAVE A MINIMUM SIZE OF ONE (1) GALLON, UNLESS OTHERWISE NOTED ON THE LANDSCAPE PLAN
4. IRRIGATION SYSTEMS SHALL NOT BE INSTALLED IN THE CITY OWNED RIGHT-OF-WAY WITHOUT APPROVAL BY THE BOARD OF PUBLIC WORKS. THE CITY DOES NOT ASSUME RESPONSIBILITY FOR ANY DAMAGE INCURRED TO AN UNPERMITTED IRRIGATION SYSTEM THAT IS CAUSED BY WORK BEING PERFORMED IN THESE AREAS.
5. IT SHALL BE THE RESPONSIBILITY OF THE OWNERS AND THEIR AGENTS TO INSURE PROPER MAINTENANCE OF ALL TREES, SHRUBBERY AND OTHER LANDSCAPING APPROVED AS PART OF THE DEVELOPMENT PLAN/ADLS PLANS. THIS SHOULD CONSIST OF WATERING, FERTILIZING, PROPER MULCHING, CLEARING OF DEBRIS AND WEEDS, MONITORING FOR PESTS AND DISEASE, MOWING, PRUNING, THE REMOVAL AND TIMELY REPLACEMENT OF DEAD, HAZARDOUS OR DYING PLANTS, TREATING FOR DISEASE OR INJURY, OR ANY OTHER SIMILAR ACT(S) WHICH PROMOTES GROWTH, HEALTH, BEAUTY AND THE LIFE OF TREES, SHRUBS, TURF AND OTHER PLANTS.
SYMBOL LEGEND
PROPOSED CANOPY TREE
PROPOSED ORNAMENTAL TREE
PROPOSED EVERGREEN TREE
PROPOSED SHRUB
MULCH REQUIRED
PLANT MATERIAL CALCULATIONS TABLEZONING CLASSIFICATION, C3COMMERICAL CORRIDOR
CALCULATIONS BASED ON TOWN OF MERRILLVILLE LANDSCAPEREQUIREMENTS
REQUIRED PROVIDED
OPEN SPACE1 TREE PER 800 SF OF OPEN AREA (CANSUB 5 SHRUBS) AND 1 SHRUB PER 250 SFOF OPEN SPACE (1,800 SF)
20 SHRUBS
DUMPSTER SCREENING ARCHITECTURAL AND VEGETATIVESCREEN
ARCHITECTURAL ANDVEGETATIVE SCREEN
INTERIOR PARKING LOT1 TREE PER 2,000 SF OF PAVED AREA(10,925 SF OF PAVEMENT) 6 TREES
PARKWAY TREES 1 TREE PER 40 LF ADJACENT TO PUBLICOR PRIVATE STREET
3 TREES NORTHPROPERTY LINE
TREE PLANTING DETAILSHRUB PLANTING DETAIL
