HomeMy WebLinkAboutCarmel Police Station Addition Full SetVICINITY MAP NORTHPLAN INDEX
SHEET # SUBJECT
FINAL CONSTRUCTION PLANS
CARMEL POLICE STATION ADDITION
LOCATION MAP
PROJECT
LOCATION NORTHUTILITIES
PROJECT
LOCATIONVETERANS WAYCIVIC SQUARECIVIC SQUARECIVIC SQUARE
CIVIC SQUARE
GRADLE DRIVE S RANGELINE ROADNAPPANEE DRIVE
GRADLE DRIVE
VETERANS WAY
MONON GREEN BOULEVARD
3rd AVE SWPAWNEE ROADCARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-100 TITLE SHEET.dwgDATE/USER: 2/8/2022 7:41 PM / JhochstetlerII Development ConsultantsTransportation &DEVELOPER
ENVOY
8890 E 116th St., SUITE 250,
FISHERS, IN 46038
PHONE: 317-594-4600
CONTACT: BRAD UNTRAUER
EMAIL: brad.untrauer@envoycompanies.com
ENGINEER
CROSSROAD ENGINEERS, PC
115 N 17th AVENUE
BEECH GROVE, IN 46107
PHONE: (317) 780-1555
CONTACT: WILLIE F. HALL
EMAIL: whall@crossroadengineers.com
OWNER
CITY OF CARMEL
ONE CIVIC SQUARE
CARMEL, IN 46032
PHONE: 317-571-2400
3 CIVIC SQUARE, CARMEL, IN 46032
C-100 C-100TITLE SHEETDEVELOPMENT DATA SUMMARY
03/22/22
TBM#409
GRADLE DRIVE S RANGELINE ROADVETERANS WAYCIVIC SQUARETBM#408
CITY OF CARMEL 314/751RED TRUCK ROAD CITY OFCARMEL318/29S00°13'44"E 69.00'N89°56'14"W 223.93' N00°09'29"W 215.43'N89°14'16"E 386.68'
N89°59'44"W 163.00'S00°13'44"E 151.83'N89°56'14"W 118.00'
S89°59'44"E 118.00'S00°13'44"E 151.95'CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-200 TOPOGRAPHICAL SURVEY & DEMOLITION PLAN.dwgDATE/USER: 2/8/2022 7:12 PM / JhochstetlerII Development ConsultantsTransportation &C-200 C-200TOPOGRAPHICAL SURVEY& DEMOLITION PLANNORTHTOPOGRAPHICAL NOTES
UTILITIES
LEGEND
BENCHMARK INFORMATION
FLOODPLAIN INFORMATION
LEGAL DESCRIPTION
DEMOLITION NOTES
03/22/22
GRADLE DRIVE S RANGELINE ROADVETERANS WAYCIVIC SQUARERED TRUCK ROAD
R9-9
R9-9
R9-11(L)
R9-11 (R)
R9-9
L E G E N D
ALTERNATE/DETOUR ROUTE
TYPICAL CONSTRUCTION SIGN STANDARD
CONSTRUCTION AREA
BARRICADE, TYPE III-B
SIDEWALK CLOSED SIGN
SIDEWALK CLOSED AHEAD - CROSS HERE SIGN
R9-9
R9-11(L,R)
CHANNELING DEVICE (25' SPACING)CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-201 PEDESTRIAN DETOUR PLAN.dwgDATE/USER: 12/21/2021 4:52 PM / DpelosoII Development ConsultantsTransportation &C-201 C-201PEDESTRIAN DETOURPLANNORTH03/22/22
GRADLE DRIVEVETERANS WAYCIVIC SQUARERED TRUCK ROAD CITY OFCARMEL318/29S RANGELINE ROADN89°56'14"W 118.00'N00°13'44"W 151.83'S89°59'44"E 163.00'S00°13'44"E 69.00'N89°56'14"W 223.93' N00°09'29"W 215.43'N89°14'16"E 386.68'S00°13'44"E 151.95'S89°59'44"E 118.00'CITY OF CARMEL314/751CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-300 ORA#2 SITE DIMENSION PLAN.dwgDATE/USER: 3/17/2022 6:46 PM / JhochstetlerII Development ConsultantsTransportation &C-300 ORA#2 C-300 ORA#2SITE DIMENSION PLANNORTHSITE DIMENSION NOTES
SITE DIMENSION LEGEND
SIGNAGE DETAILS
PARKING ANALYSIS
SIGNAGE DETAILS
HANDICAP PARKING DETAILS
TYPICAL ADA PARKING PLAN
ADA PARKING SIGNAGE
ABBREVIATIONS
CONCRETE PARKING BARRIER
03/22/22
GRADLE DRIVEVETERANS WAYCIVIC SQUARECITY OF CARMEL 314/751RED TRUCK ROAD CITY OFCARMEL318/29S RANGELINE ROADN89°59'44"W 163.00'S00°13'44"E 151.83'N89°56'14"W 223.93' N00°09'29"W 215.43'N89°14'16"E 386.68'S00°13'44"E 151.95'N89°56'14"W 118.00'
S89°59'44"E 118.00'S00°13'44"E 69.00'CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-400 ORA #2 UTILITY PLAN.dwgDATE/USER: 3/17/2022 6:49 PM / JhochstetlerII Development ConsultantsTransportation &C-400 ORA #2 C-400 ORA #2UTILITY PLANNORTHPROPOSED LEGEND
SUTILITIES NOTES
DETAIL 'A'
03/22/22
GRADLE DRIVEVETERANS WAYCIVIC SQUARECITY OF CARMEL 314/751RED TRUCK ROAD CITY OFCARMEL318/29S RANGELINE ROADN89°56'14"W 223.93' N00°09'29"W 215.43'N89°14'16"E 386.68'S00°13'44"E 69.00'N89°59'44"W 163.00'
N89°56'14"W 118.00'N00°13'44"W 151.83'S89°59'44"E 118.00'S00°13'44"E 151.95'CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-500 ORA #2 GRADING PLAN.dwgDATE/USER: 3/17/2022 6:51 PM / JhochstetlerII Development ConsultantsTransportation &C-500 ORA #2 C-500 ORA #2GRADING PLANNORTHGRADING NOTES
BENCHMARK INFORMATION
STAIR DETAIL
800
800
GRADING LEGEND
RANGELINE CROSSWALK RAMP DETAIL
NORTH RANGELINE RAMP DETAIL
SOUTH RANGELINE RAMP DETAIL
DRAINAGE SUMMARY
·
·
·
·
·
RED TRUCK ROAD RAMP DETAIL
03/22/22
GRADLE DRIVEVETERANS WAYCIVIC SQUARERED TRUCK ROAD CITY OFCARMEL318/29S RANGELINE ROADN89°56'14"W 118.00'N00°13'44"W 151.83'S89°59'44"E 118.00'S00°13'44"E 151.95'N89°56'14"W 223.93' N00°09'29"W 215.43'N89°14'16"E 386.68'S00°13'44"E 69.00'N89°59'44"W 163.00'
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 1
STR. NO. 2
STR. NO. 3
STR. NO. 4
STR. NO. 5
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 6
STR. NO. 7
STR. NO. 8
STR. NO. 9
STR. NO. 10
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 11 CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-600 ORA #2 DRAINAGE PLAN.dwgDATE/USER: 3/17/2022 12:43 PM / DpelosoII Development ConsultantsTransportation &C-600 ORA #2 C-600 ORA #2DRAINAGE PLANNORTHBENCHMARK INFORMATION
PROPOSED LEGEND
SDETENTION FACILITY OUTLET STRUCTURE
STR. NO. 11
DRAINAGE NOTES
SHARP CRESTED WEIR DETAIL
SECTION A-A
SECTION B-B
INLET STORM CASTING DETAIL
03/22/22
10+0015+0025+0026+0040+00STM-A HORZ. SCALE: 1"=20
VERT. SCALE: 1"=5
820
825
830
835
840
820
825
830
835
840
10+00 10+32 835.11835.53833.29834.35∅45+00STM-B HORZ. SCALE: 1"=20
VERT. SCALE: 1"=5
825
830
835
840
845
825
830
835
840
845
15+00 15+65837.09838.04839.36836.65836.18835.86∅
STM-D HORZ. SCALE: 1"=20
VERT. SCALE: 1"=5
825
830
835
840
845
825
830
835
840
845
25+00 26+00 26+35837.84837.48837.04836.75836.38837.00∅
STM-F HORZ. SCALE: 1"=20
VERT. SCALE: 1"=5
825
830
835
840
845
825
830
835
840
845
35+00 35+93 837.84838.54838.92839.13835.88836.09836.15836.05∅
∅
STM-G HORZ. SCALE: 1"=20
VERT. SCALE: 1"=5
825
830
835
840
845
825
830
835
840
845
40+00 40+31 839.20839.47836.05840.94∅
STM-H HORZ. SCALE: 1"=20
VERT. SCALE: 1"=5
825
830
835
840
845
825
830
835
840
845
45+00 45+67838.07838.49839.37835.49836.69839.05∅35+00STM-E HORZ. SCALE: 1"=20
VERT. SCALE: 1"=5
825
830
835
840
845
825
830
835
840
845
30+00 30+31837.84839.16835.88836.00∅25+0030+0020+00STM-C HORZ. SCALE: 1"=20
VERT. SCALE: 1"=5
825
830
835
840
845
825
830
835
840
845
20+00 20+23 837.09836.65∅ CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-700 ORA #2 STORM PLAN AND PROFILE.dwgDATE/USER: 3/17/2022 12:51 PM / DpelosoII Development ConsultantsTransportation &C-700 ORA #2 C-700 ORA #2STORM PLAN AND PROFILEKEYMAP NORTHPROPOSED LEGEND
S03/22/22
GRADLE DRIVEVETERANS WAYCIVIC SQUARERED TRUCK ROAD CITY OFCARMEL318/29S RANGELINE ROADCARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-800 ORA #2 EROSION CONTROL PLAN RE-MODEL.dwgDATE/USER: 3/17/2022 12:51 PM / DpelosoII Development ConsultantsTransportation &C-800 ORA #2 C-800 ORA #2CONCRETE WASHOUT DETAIL
FABRIC DROP INLET PROTECTION DETAIL
SECTION A-ATRENCH DETAIL
FRAME DETAIL
A A
SILTSACK INLET FILTER DETAIL
®NORTH800
800
EROSION CONTROL LEGEND
EROSION CONTROL NOTES EROSION CONTROLPLAN RE-MODEL03/22/22
GRADLE DRIVEVETERANS WAYCIVIC SQUARERED TRUCK ROAD CITY OFCARMEL318/29S RANGELINE ROADCARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-801 ORA #2 EROSION CONTROL PLAN.dwgDATE/USER: 3/17/2022 1:06 PM / DpelosoII Development ConsultantsTransportation &C-801 ORA #2 C-801 ORA #2CONCRETE WASHOUT DETAIL
FABRIC DROP INLET PROTECTION DETAIL
SECTION A-ATRENCH DETAIL
FRAME DETAIL
A A
SILTSACK INLET FILTER DETAIL
®NORTH800
800
EROSION CONTROL LEGEND
EROSION CONTROL NOTES
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL EROSION CONTROLPLAN NEW ADDITION03/22/22
CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-802 ORA #2 EROSION CONTROL DETAILS.dwgDATE/USER: 3/17/2022 12:33 PM / DpelosoII Development ConsultantsTransportation &C-802 ORA #2 C-802 ORA #2EROSION CONTROL DETAILSVICINITY MAP
LEGAL DESCRIPTION
PROJECT
LOCATION
NORTH SOIL MAP AND DESCRIPTION
BROOKSTON SILTY CLAY LOAM (UbaA) (Potentially Hydric Soils)
CROSBY SILT LOAM (UcfA)
MIAMI SILT LOAM (UkbB2)
Hamilton County, Indiana (IN057)NORTHPROJECT LOCATION
STAPLE PATTERN DETAIL
EROSION CONTROL BLANKET
SLOPE GRADIENTSLOPE LENGTH·
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·“ ”
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UkbB2UcfA UbaACivic SquareGradle Drive Range Line Road03/22/22
CONCRETE STEP DETAIL
HANDRAIL DETAIL AND INSTALLATION POST SETTING DETAIL
CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-900 MISCELLANEOUS DETAILS.dwgDATE/USER: 2/9/2022 6:02 PM / JhochstetlerII Development ConsultantsTransportation &C-900 C-900MISCELLANEOUS DETAILSMONOLITHIC CURB AND SIDEWALKTYPICAL CONCRETE PAVEMENT SECTION
TYPICAL ASPHALT PAVEMENT SECTION
PIPE BOLLARD DETAIL
RIGID PIPE BEDDING DETAIL
RCP AND VCP PIPE
PVC AND HDPE PIPE
FLEXIBLE PIPE BEDDING DETAIL
HDPE UNDERDRAIN DETAIL
GRAVEL SECTION
MILL & OVERLAY PAVEMENT SECTION
SIDEWALK HANDICAP RAMP
SIDEWALK HANDICAP RAMP
TRUNCATED DOMES USED
SECTION A-A
IN DETECTABLE WARNINGS
SECTION B-B
A
A
SECTION A-A
SIDEWALK ADJACENT TO EXISTING BUILDING DOORWAY
PLAN VIEW
SECTION VIEW
REMOVABLE PIPE BOLLARD DETAIL
SIDEWALK HANDICAP RAMP
SECTION B-B
SIDEWALK HANDICAP RAMP
03/22/22
CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-901 MISCELLANEOUS DETAILS.dwgDATE/USER: 12/21/2021 10:41 AM / DpelosoII Development ConsultantsTransportation &C-901 C-901MISCELLANEOUS DETAILS03/22/22
CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-902 MISCELLANEOUS DETAILS.dwgDATE/USER: 2/9/2022 6:02 PM / JhochstetlerII Development ConsultantsTransportation &C-902 C-902MISCELLANEOUS DETAILSDECORATIVE SHARED USE PATH DETAIL U
DECORATIVE ASPHALT PAVERS.
SEE PAVER PATTERN DETAIL FOR
PAVER SIZE AND COLOR.
SAND SWEPT 116" JOINTS
THICK BITUMINOUS SETTING BED
TACK COAT
CONC. SLAB W/ 6"X6" 66 WWM
2"Ø CORE DRILLED WEEP HOLES @ 100 SF O.C.
*FILL W/ 14" CHIP AGGREGATE, NO FINES (TYP.)
COMPACTED #53 COARSE
AGGREGATE BASE
COMPACTED
SUBGRADE4533 4
U
BICYCLE RACK DETAILS
03/22/22
CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-903 MISCELLANEOUS DETAILS.dwgDATE/USER: 12/21/2021 10:49 AM / DpelosoII Development ConsultantsTransportation &C-903 C-903MISCELLANEOUS DETAILS03/22/22
CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-904 MISCELLANEOUS DETAILS.dwgDATE/USER: 11/19/2021 3:16 PM / DpelosoII Development ConsultantsTransportation &C-904 C-904MISCELLANEOUS DETAILS03/22/22
CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-905 MISCELLANEOUS DETAILS.dwgDATE/USER: 11/19/2021 3:16 PM / DpelosoII Development ConsultantsTransportation &C-905 C-905MISCELLANEOUS DETAILS03/22/22
CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-906 MISCELLANEOUS DETAILS.dwgDATE/USER: 11/19/2021 3:16 PM / DpelosoII Development ConsultantsTransportation &C-906 C-906MISCELLANEOUS DETAILS03/22/22
(4'-0" [1219])SOLIDS STORAGE SUMP
INLET PIPE
(MULTIPLE INLET PIPES
MAY BE ACCOMMODATED)
OUTLET PIPE VARIESBB 2'-3" [686]PLAN VIEW B-B
NOT TO SCALE
ELEVATION A-A
NOT TO SCALE
FIBERGLASS INTERNAL
COMPONENTS
FLOW
CONTRACTOR TO GROUT
TO FINISHED GRADE
GRADE
RINGS/RISERS
A
A
48" [1219] I.D. MANHOLE
STRUCTURE
TOP SLAB ACCESS
(SEE FRAME AND COVER
DETAIL)FLOW
TOP OF CENTER CHAMBER
(EXTENSIONS AVAILABLE
AS REQUIRED)
INLET PIPE(S)
LOCATION MAY
VARY WITHIN 260°
PERMANENT
POOL ELEVATION
FRAME AND COVER
(DIAMETER VARIES)
NOT TO SCALE
www.ContechES.com
®
(5) ADAPTER
ANGLES
VARIABLE 0° - 360°
ACCORDING TO
PLANS
8" - 36"
8" MIN THICKNESS GUIDELINE
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. ON 8" - 24", 10" MIN. ON 30"
& 12" MIN. ON 36"
BASED ON MANUFACTURING REQ.)
4" MIN ON 8" - 24"
6" MIN ON 30" & 36"
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 36" FOR CORRUGATED HDPE
(ADS N-12/HANCOR DUAL WALL, ADS/HANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
NYLOPLAST DRAIN BASIN WITH SOLID COVER
(6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.
(1, 2) INTEGRATED DUCTILE IRON
FRAME & COVER TO MATCH BASIN O.D.
18" MIN WIDTH GUIDELINE
1 - 8" - 30" SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
8" & 10" SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF
A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
RESTRICTIONS. SEE DRAWING NO. 7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),
N-12 HP, & PVC SEWER (4" - 36").
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
6 - 12" - 30" SOLID COVERS SHALL MEET H-20 LOAD RATING.
7 - 8" & 10" SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY;
NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING.
A PART # GRATE OPTIONS
8" 2808AG PEDESTRIAN/STANDARD
10" 2810AG PEDESTRIAN/STANDARD
12" 2812AG PEDESTRIAN STANDARD
15" 2815AG PEDESTRIAN STANDARD
18" 2818AG PEDESTRIAN STANDARD
24" 2824AG PEDESTRIAN STANDARD
30" 2830AG PEDESTRIAN STANDARD
SOLID
SOLID
SOLID
SOLID
SOLID
SOLID
SOLID
BRONZE
BRONZE
BRONZE
BRONZE
N/A
N/A
DOME
DOME
DOME
DOME
DOME
DOME
DOME N/A
DROP IN
DROP IN
DROP IN
DROP IN
DROP IN
DROP IN
N/A CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-907 MISCELLANEOUS DETAILS.dwgDATE/USER: 11/19/2021 3:16 PM / DpelosoII Development ConsultantsTransportation &C-907 C-907MISCELLANEOUS DETAILS800-338-1122 513-645-7000 513-645-7993 FAX
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
CASCADE SEPARATOR DESIGN NOTES
THE STANDARD #### CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS
MAY BE COMBINED TO SUIT SITE REQUIREMENTS.
CONFIGURATION DESCRIPTION
GRATED INLET ONLY (NO INLET PIPE)
GRATED INLET WITH INLET PIPE OR PIPES
CURB INLET ONLY (NO INLET PIPE)
CURB INLET WITH INLET PIPE OR PIPES
GENERAL NOTES
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED
SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com
3. CASCADE SEPARATOR WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN
THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT.
4. CASCADE SEPARATOR STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 2' [610], AND GROUNDWATER
ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION.
CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO.
5. CASCADE SEPARATOR STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C478 AND AASHTO LOAD FACTOR DESIGN
METHOD.
6. ALTERNATE UNITS ARE SHOWN IN MILLIMETERS [mm ].
INSTALLATION NOTES
A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
SPECIFIED BY ENGINEER OF RECORD.
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CASCADE SEPARATOR
MANHOLE STRUCTURE.
C.CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
D.CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ALL PIPE
CENTERLINES TO MATCH PIPE OPENING CENTERLINES.
E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS
SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED.
SITE SPECIFIC
DATA REQUIREMENTS
STRUCTURE ID
WATER QUALITY FLOW RATE (cfs [L/s])
PEAK FLOW RATE (cfs [L/s])
RETURN PERIOD OF PEAK FLOW (yrs)
RIM ELEVATION
PIPE DATA:INVERT MATERIAL DIAMETER
INLET PIPE 1
INLET PIPE 2
OUTLET PIPE
NOTES / SPECIAL REQUIREMENTS:
CS-4
CASCADE SEPARATOR
STANDARD DETAIL
03/22/22
CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-908 MISCELLANEOUS DETAILS.dwgDATE/USER: 11/19/2021 3:16 PM / DpelosoII Development ConsultantsTransportation &C-908 C-908MISCELLANEOUS DETAILSELECTRIC
ELECTRIC HANDHOLE, TRAFFIC RATED
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CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-1000 SPECIFICATIONS.dwgDATE/USER: 12/20/2021 3:52 PM / DpelosoII Development ConsultantsTransportation &C-1000 C-1000SPECIFICATIONSEARTHWORK
1. SCOPE OF WORK
2. BENCH MARKS
3. REMOVAL OF TREES
4. HANDLING OF TOPSOIL
5. DISPOSITION OF UTILITIES
6. SITE GRADING
7. EARTH WORK BALANCE
WATER LINE SYSTEM
1. SCOPE OF WORK
2. MATERIALS
3. APPLICATION
CITY OF CARMEL RIGHT-OF-WAY PAVING POLICY
1. GENERAL
2. FOUNDATION
CITY OF CARMEL CONCRETE CURB POLICY1. General
2. Foundation
3. Aggregate Bases
5. INSPECTIONS
”
STORM SEWER SYSTEMS
1. SCOPE OF WORK
2. STORM SEWER CONSTRUCTION
3. APPLICATION
3. AGGREGATE BASES
4. ASPHALT PAVEMENT
4. Concrete Curb
5. Inspections
6. Acceptance
COMMUNICATION CONDUITS
“
” ”
SANITARY SEWER SYSTEMS
1. SCOPE OF WORK
2. MATERIALS
3. APPLICATION
DECORATIVE ASPHALT BLOCK
C. Prevailing Specifications: 2016, INDOT Standard Specifications Section 610
1.
2.
A.
(i)
(ii)” ” ”
(iii)
(iv)
B.
(i)
(i)
(ii)
(iii)
C.
(i)
D.
(i)
(i)
(ii)
(ii)
(i)
(ii)
(iii)
(i)
3. MOCK UP
4. INSTALLATION SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
N.
O.
P
Q
(i)
(ii)
A.
B.
C.
3.
4.
5.
A.
B.
C.
D.
E.
(i)
(ii)
F.
G.
H.
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