HomeMy WebLinkAboutC030.0_GRADING_AND_DRAINAGEUGE
UGE
UGE
U GE
UGE
UGE
WW
COTYPE 2 CO
TYPE 2
CO
TYPE 2
CO
TYPE 2
COTYPE 2
CO
COGGGGGG
G
G
G
G
G
G
GGGGG GG GG GG GG
CO
CO
CO
CO
TYPE 2
899.31 GR
FF=901.75
MATCH EX.
900.9±
MATCH EX.
900.2±
899.50 GR
HP
HP
HP
899.36 TP
899.61 TP
899.35 GP
899.92 TP
899.64 GP
899.59 GP
900.27 GP
899.51 GP
899.87 GP
900.15 GP
899.35 GP
899.67 GP
900.25 GP
900.61 GP
900.71 GP
901.02 TP
900.65 GP
900.80 GP
901.05 GP 901.41 GP
901.68 GP
901.30 GP
901.68 TP
901.13 GR
901.70901.70 TP
901.52 TP 901.52 TP
901.75 TP
901.75 TP
901.55 TP
900.95 GP
901.40 GP
901.00 GP
900.74 TP
900.37 GP
899.74 GR
899.40 GR
899.40 GR
901.13 GR
901.13 GR
901.13 GR
901.13 GR
FF=901.75
FF=901.75
90089789889990 1 90090
1
901
901 9009009
0
0898
898898899900898899900899 900900
899
901
9019 01 901900901902900
90 0
901 90 0
900
901
901
8 99
901.35 TP
901.12 TP
21 LF OF 18"
STM @ 0.25%
84 LF OF 15"
STM @ 0.35%
103 LF OF 12"
STM @ 0.50%
89 LF OF 12"
STM @ 0.30%
100 LF OF 12"
STM @ 0.30%
100 LF OF 12"
STM @ 0.38%
46 LF OF 18"
STM @ 0.25%
(BY OTHERS)
55 LF OF 18"
STM @ 0.25%
(BY OTHERS)
CB-1 (BY OTHERS)
RIM = 899.43
18" SE IE=894.17
18" NW IE=894.07
CB-2 (BY OTHERS)
RIM = 900.05
18" E IE=894.40
18" NW IE=894.30
CB-4 (4' DIA.)
RIM = 898.85
15" S IE=894.85
12" E IE=894.95
CB-5 (4' DIA.)
RIM = 900.00
12" W IE=895.46
12" E IE=895.56
CB 2.2 (BY OTHERS)
RIM = 899.00
18" SE IE=893.95
W IE = 893.83
NE IE = 893.93
CB-3 (4' DIA.)
RIM = 899.75
18" W IE=894.46
15" N IE=894.56
12" E IE=894.56
YD-3A (1' DIA.)
RIM = 898.90
12" W IE=894.82
12" E IE=894.92
YD-3B (1' DIA.)
RIM = 899.00
12" W IE=895.22
12" E IE=895.32
YD-3C (1' DIA.)
RIM = 899.20
12" W IE=895.70
YD-5A (1' DIA.)
RIM = 899.90
12" W IE=896.34
194 LF OF 12"
STM @ 0.40%
901.62 TP901.62 TP
901.62 TP
901.62 TP
901.62 TP
901.62 TP
STRUCTURE DATA
STRUCTURE
CB-1
CB-2
CB-3
CB-4
CB-5
CB 2.2
YD-3A
YD-3B
YD-3C
YD-5A
UPSTREAM
STRUCTURE
DOWNSTREAM
STRUCTURE
TOP CASTING
ELEV
899.43
900.05
899.75
898.85
900.00
895.23
898.90
899.00
899.20
899.90
INVERT
18" SE.
18" NW.
18" E.
18" NW.
18" W.
15" N.
12" E.
15" S.
12" E.
12" W.
12" E.
18" SE.
12" W.
12" E.
12" W.
12" E.
12" W.
12" W.
ELEVATION
894.17
894.07
894.40
894.30
894.46
894.56
894.56
894.85
894.95
895.46
895.56
893.95
894.82
894.92
895.22
895.32
895.70
896.34
SIZE
48"
48"
48"
48"
48"
???"
15"
15"
15"
15"
TYPE
Reinforced Concrete Cylinder
Reinforced Concrete Cylinder
Reinforced Concrete Cylinder
Reinforced Concrete Cylinder
Reinforced Concrete Cylinder
??? Sphere
Reinforced Concrete Cylinder
Reinforced Concrete Cylinder
Reinforced Concrete Cylinder
Reinforced Concrete Cylinder
CASTING
TYPE DETAIL
PIPE DATA
PIPE NAME
PIPE #1
PIPE #2
PIPE #3
PIPE #4
PIPE #5
PIPE #6
PIPE #7
PIPE #8
PIPE #9
UPSTREAM
STRUCTURE
CB-1
CB-2
CB-3
CB-4
CB-5
YD-3A
YD-3B
YD-3C
YD-5A
UPSTREAM
ELEV
894.07
894.30
894.46
894.85
895.46
894.82
895.22
895.70
896.34
DOWNSTREAM
STRUCTURE
CB 2.2
CB-1
CB-2
CB-3
CB-4
CB-3
YD-3A
YD-3B
CB-5
DOWNSTREAM
ELEV
893.95
894.17
894.40
894.56
894.95
894.56
894.92
895.32
895.56
SLOPE
0.25%
0.25%
0.25%
0.35%
0.50%
0.30%
0.30%
0.38%
0.40%
LENGTH
46
55
21
84
103
89
100
100
194
MATERIAL
Conc
Conc
Conc
Conc
Conc
SIZE
18"
18"
18"
15"
12"
12"
12"
12"
12"
HDPE
HDPE
HDPE
HDPE
1"=
SITE GRADING AND DRAINAGE PLAN
20'0 20'THIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE AE AS AN INSTRUMENT OF SERVICE, AND PROGRESSIVE AESHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
ISSUANCES
REVISIONS
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or electronic format and is received from someone
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authenticity of any digital or electronic seal or
signature has not been validated in this manner.
NO. DATE DESCRIPTION
8/2/2019 12:11:56 PMP:\70050012\WIP DRAWINGS\C3 - SITE GRADING AND DRAINAGE.dwg shortj1811 4 Mile Rd NE Grand Rapids, MI 49525 616.361.2664 www.progressiveae.com
DRAWN BY
PROFESSIONAL
PROJECT MANAGER
FILE NUMBER
CHECKED BYCHRISTIAN BROTHERS AUTOMOTIVEPROPOSED SERVICECENTER10860 N MICHIGAN ROAD, ZIONSVILLE, IN 46077 70050012
JPM
BIDS
07/25/2019
R
E
D
D
R
D
.
C3
SITE GRADING
AND DRAINAGE
PLAN
JRS
70050012
CALL 811 NOTE:
www.CALL811.com
CONTRACTOR TO CONTACT 811
SERVICE AT LEAST 3 WORKING
DAYS PRIOR TO CONSTRUCTION,
TO CONFIRM LOCATION OF
EXISTING UTILITIES. DIAL 811.
PROPOSED
CHRI STIAN BROTHERS AUTOMOTIVE
FI NI SHED FLOOR ELEV = 901.7 5
MATCH EX GRADE
AT PROPERTY LINE
(TYPE
HP
HP
1. EARTHWORK AND PAVEMENT CONSTRUCTION ARE TO BE PERFORMED IN
ACCORDANCE WITH THE CURRENT EDITION OF THE INDOT STANDARD
SPECIFICATIONS FOR CONSTRUCTION UNLESS OTHERWISE NOTED IN
THE FOLLOWING ITEMS.
2. FINISHED SUBGRADE SURFACE SHALL NOT BE MORE THAN O.1 FEET
ABOVE OR BELOW ESTABLISHED FINISHED SUBGRADE ELEVATIONS AND
ALL GROUND SURFACES SHALL VARY UNIFORMLY BETWEEN INDICATED
ELEVATIONS.
3. GRADE THE AGGREGATE BASE MATERIAL TO PROVIDE POSITIVE
DRAINAGE AT A MINIMUM OF 1.5 PERCENT.
4. THE AGGREGATE BASE AND SUBBASE SHALL EXTEND 12 INCHES
BEYOND THE PAVED EDGE.
5. ENGINEERED FILL LOCATED WITHIN PAVEMENT AND BUILDING AREAS
SHALL BE PLACED IN 8 INCH MAXIMUM LOOSE THICKNESS AND
MOISTURE CONDITIONED TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE
CONTENT. COMPACT TO MINIMUM OF 95 PERCENT OF THE MAXIMUM
DRY DENSITY PER ASTM D-1557, STANDARD PROCTOR METHOD
6. PARKING LOT CURBS SHALL BE BUILT WITH REVERSE SLOPE ON THE
DOWNHILL SIDE OF THE ISLAND TO ASSURE POSITIVE STORM WATER
RUNOFF TO CATCH BASINS.
7. UNLESS SHOWN OTHERWISE, FINISH GRADES OF LAWN/LANDSCAPE
ADJACENT TO BUILDING WALLS SHALL BE 6" BELOW FINISH FLOOR
ELEVATION.
8. PLACE 6" MINIMUM TOPSOIL IN ALL LANDSCAPE AREAS TO BE SEEDED.
PROVIDE POSITIVE DRAINAGE AT ALL TIMES TO ENSURE NO STANDING
WATER WITHIN PAVEMENT, BUILDING PAD, OR GREEN AREAS.
9. FOR ALL CURB ISLANDS, CENTER OF ISLANDS TO BE A MINIMUM OF 6"
HIGHER THAN TOP OF CURB.
10. FINISH GRADE AT LANDSCAPE AREAS ADJACENT TO BUILDING TO BE 7 1
2"
BELOW FINISH FLOOR.
1. STORM SEWER PIPE LARGER THAN 12" MUST BE RCP CLASS IV, TYPE B WALL
THICKNESS.
2. 12" STORM SEWER PIPE IN PAVEMENT AREA MUST BE RCP CLASS IV, TYPE B WALL
THICKNESS. 12" STORM SEWER PIPE IN LANDSCAPED AREAS CAN BE RCP CLASS IV
OR HDPE.
3. CATCH BASINS (CB) TO BE 4' DIA. PRECAST CONCRETE
2. YARD DRAINS (YD) TO BE 12" DIA. DRAIN BASINS BY NYLOPLAST WITH DOME GRATE
OR APPROVED EQUAL.
3. ALL ROOF DRAINS SHALL CONNECT TO STORM PIPE NETWORK.
4. ALL MANHOLES AND INLETS MUST BE PRE-STAMPED WITH AN APPROPRIATE
MESSAGE PER HAMILTON COUNTY STANDARD DETAIL DRAWINGS.
5. PROPOSED STORM NETWORK ON CHRISTIAN BROTHER'S AUTOMOTIVE SITE WILL
BE A PRIVATE NETWORK THAT CONNECTS TO A PUBLIC STORM NETWORK IN REDD
ROAD.
1. BARRIER FREE PARKING, RAMPS AND ACCESSIBLE ROUTE(S) MUST
COMPLY WITH THE AMERICANS WITH DISABILITIES ACT INCLUDING BUT
NOT LIMITED TO THE FOLLOWING:
2. 2% MAXIMUM CROSS SLOPE ON ACCESSIBLE ROUTE(S)
3. 5% MAXIMUM LONGITUDINAL SLOPE (DIRECTION OF TRAVEL) UNLESS
AT BARRIER FREE RAMP
4. 2% MAXIMUM SLOPE LONGITUDINAL AND TRANSVERSE SLOPES AT
BARRIER FREE PARKING SPACES AND ASSOCIATED ACCESS AISLES
5. ACCESSIBLE ENTRIES - 2% MAXIMUM SLOPE IN ANY DIRECTION FOR
THE FIRST 5' FROM ENTRY DOOR
6. 1:12 MAXIMUM LONGITUDINAL SLOPE ON BARRIER FREE RAMP(S).
7. CONTACT ENGINEER PRIOR TO PAVING IF BARRIER FREE SLOPES DO
NOT COMPLY OR FOR CLARIFICATION OF ANY DISCREPANCIES.
EARTHWORK & GRADING NOTES
STORM SEWER NOTES
BARRIER FREE NOTES
BARRIER FREE PARKING
BARRIER FREE ROUTE TO
PUBLIC SIDEWALK
GRADING LEGEND
FLOW ARROW
TP TOP OF PAVEMENT
TC TOP OF CURB
TW TOP OF WALL
BW BOTTOM OF WALL
GR GROUND
GP GUTTER PAN
FF FINISH FLOOR ELEVATION
EX EXISTING ELEVATION
HP HIGH POINT
LP LOW POINT
L LANDING
R RAMP
100 YEAR FLOOD ELEVATION ZONE
ALL STORMWATER DETENTION AND WATER QUALITY REQUIREMENTS FOR THE
PROPOSED SITE ARE ACCOMMODATED BY A DETENTION POND AND (3) WATER
QUALITY MECHANICAL UNITS ON THE ADJOINING MULTI-FAMILY DEVELOPMENT TO THE
WEST (ZIONSVILLE PROJECT #W17-0567). THIS DETENTION AND WATER QUALITY ARE
PROVIDED FOR BOTH THE PROPOSED MULTI-FAMILY HOUSING DEVELOPMENT AND 6.7
ACRES OF COMMERCIAL REAL ESTATE ALONG MICHIGAN ROAD, WHICH INCLUDES THE
PROPOSED CHRISTIAN BROTHERS AUTOMOTIVE SITE.
SITE ACREAGE: 1.23 AC
OFF-SITE / UPSTREAM ACREAGE: 0.64 AC
ALLOWABLE RELEASE RATES:
10-YEAR (0.1 CFS) 0.12 CFS
100-YEAR (0.3 CFS) 0.37 CFS
POST-DEVELOPMENT DISCHARGE:
10-YEAR 4.47 CFS
100-YEAR 6.67 CFS
* THESE RATES INDICATE THE DISCHARGE FROM THE CHRISTIAN BROTHERS SITE.
STORMWATER DISCHARGE IS RESTRICTED TO ALLOWABLE RATES FROM THE DETENTION BASIN ON THE ARIA DEVELOPMENT.
DRAINAGE SUMMARY
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS
APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO
SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE
PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF
CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN
EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON
AS-BUILT/RECORD
DRAWINGSSUBMITTED FOR RELEASEOF PERFORMANCE
GUARANTEES.APPROVED DESIGN SLOPESIDENTIFIED AS GENERATING VELOCITIES
OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL
REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO
BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION
OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN
PLANS AND AS APPROVED BY THE CITY OF CARMEL.
CARMEL STORMWATER STATEMENT
1. THE PROPOSED SITE IS OUTSIDE ANY 100-YEAR FLOODPLAIN, FLOODWAY, OR
FLOODWAY FRINGE. SEE "FLOOD HAZARD INFORMATION" ON SURVEY SHEET SV2
FOR MORE INFORMATION.
2. MINIMUM FLOOD PROTECTION GRADE (MFPG) MUST BE 1-FOOT ABOVE THE
LOCAL FLOOD SOURCE OR LOCAL FLOOD ROUTE FOR ALL WINDOWS, DOORS,
PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER
WHERE FLOODWATERS CAN ENTER A BUILDING. MFPG MUST BE 12-INCHES
ABOVE THE ADJACENT ROADWAY.
3. THE MINIMUM LOWEST ADJACENT GRADE (MLAG) FOR RESIDENTIAL,
COMMERCIAL, OR INDUSTRIAL BUILDINGS OUTSIDE A FEMA OR IDNR DESIGNATED
FLOODPLAIN MUST BE 1-FOOT ABOVE THE LOCAL FLOOD SOURCE OR LOCAL
FLOOD ROUTE. THE LOWEST BUILDING ENTRY ELEVATION SHALL BE NO LESS
THAN 6-INCHES ABOVE FINISHED GRADE AROUND THE BUILDING.
4. ALL IMPROVEMENTS AND UTILITIES IN REDD ROAD ROW OR NOTED "BY OTHERS"
IS NOT IN THE CHRISTIAN BROTHERS CONTRACT. REDD ROAD PLANS TO BE
PERMITTED BY WOOLPERT. COORDINATE CONSTRUCTION WITH REDD ROAD
CONTRACTOR.
GENERAL NOTES
CONSTRUCTION LIMITS
TOTAL DISTURBANCE AREA = 1.0 ACRE
COORDINATE WITH REDD ROAD CONTRACTOR FOR
CONSTRUCTION ACCESS. SEE "MICHIGAN
ROAD RETAIL SITE DEVELOPMENT PLANS" FOR
REDD ROAD CONSTRUCTION PLANS (NOT IN CONTRACT).
HP
HP
HP
ROOF DRAIN
CONNECTOR PIPE
ROOF DRAIN
CONNECTOR PIPE
ROOF DRAIN
CONNECTOR PIPE
1% SWALE SLOPE
FROM HIGH POINT
TO YARD DRAINS (TYP)
10 0 YR F L OO D ELEV = 90 0 .7 1
100 YR FLOOD ELEV = 900.15
100 YR FLOOD ELEV = 900.37
100 YR FLOOD ELEV = 899.97
CB-2 CB 2.2
CB-3
CB-4
CB-5
YD-5A
CB-1
YD-3B
YD-3C
CB-1
CB-2
CB-3
CB-4
CB 2.1
CB-3
YD-3A
N/A YD-3B
N/A CB-5
12"
12"
12"
12"
See "Michigan Road Retail Site Development Plans" by Woolpert, Not in Contract
Nyloplast Drain Basin
Nyloplast Drain Basin
Nyloplast Drain Basin
Nyloplast Drain Basin
32 LF OF 24"
STM @ 0.12%
(BY OTHERS)
STM MH 2.0 (BY OTHERS)
DISCHARGES TO THE
WEST TOWARDS THE
ARIA DEVELOPMENT
DETENTION BASIN
100 YR F LOOD ELEV = 90 0.73
(BY OTHERS)
EJ 7045 CURB
EJ 7045 CURB
EJ 7045 CURB
NYLOPLAST
1299CGD
NYLOPLAST
1299CGD
NYLOPLAST
1299CGD
NYLOPLAST
1299CGD
"4' DIA CATCH BASIN"
SHEET C5.1
"4' DIA CATCH BASIN"
SHEET C5.1
"4' DIA CATCH BASIN"
SHEET C5.1
"NYLOPLAST 12" DRAIN BASIN"
SHEET C5.1
"NYLOPLAST 12" DRAIN BASIN"
SHEET C5.1
"NYLOPLAST 12" DRAIN BASIN"
SHEET C5.1
"NYLOPLAST 12" DRAIN BASIN"
SHEET C5.1
BUILDING PAD: CUT = 0 CU YD
FILL = 353 CU YD
NET = 353 CU YD (FILL)
SITE: CUT = 80 CU YD
FILL = 1,860 CU YD
NET = 1,780 CU YD (FILL)
NOTE: EARTHWORK SUMMARY IS COMPUTED FROM PROPOSED SURFACE TO EXISTING
SURFACE, AND DOES NOT ACCOUNT FOR IMPORT MATERIALS OR TRENCH SPOILS.
EARTHWORK SUMMARY
(BY OTHERS)
(BY OTHERS)
(BY OTHERS) (BY OTHERS)
(BY OTHERS)
(BY OTHERS)
(BY OTHERS)
(BY OTHERS)
(BY OTHERS)
(BY OTHERS)
(BY OTHERS)
(BY OTHERS)
(BY OTHERS)
(BY OTHERS) (BY OTHERS)
RR
R
R
RR L
L
L
L
L LL
"4' DIA CATCH BASIN"
SHEET C5.1
"4' DIA CATCH BASIN"
SHEET C5.1EJ 7045 CURB
EJ 7045 CURB
JPM56.0000' ROW10/07/19