HomeMy WebLinkAboutC502 MASS GRADING & CONSTRUCTION SWPPPS
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TR
ST
HY DW
HOPEWELL PKWY.
(LOCAL, 2-LANE, 46' R/W)
INST. # 2008043635
E. 146th ST.
(PRIMARY ARTERIAL, 5-LANE, VARIABLE R/W)
S85°17'03"E 172.80'S00°00'00"E 245.82'S90°00'00"W 172.21'
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7'LANDSCAPE ESMT
INST. # 2008043644N00°00'00"E 260.02'FALCON NEST II, LLC
INST. # 2011063056
PROPOSED 1.00 ACRES
15' UTILITY ESMT
INST. # 2008033173
DON RIGO PROPERTIES, LLC
INST.# 2017002435
sanitary manhole
tor = 756.20
inv. 10" pvc (s) = 746.00
inv. 10" rcp (e) = 746.05
ASPHALT PATH
[S][S][S][S]757
758758
758
7
5
8 758758758758
758
758
756
757
mon. well
TBM # 1
CUT "X" S.W CORNER BOLT
ON STRAIN POLE
ELEV. = 758.67
TBM # 2
CUT "BOX" ON CURB
ELEV. = 757.72
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12" PVC WATER
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///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////PROPOSED
VETERINARY CLINIC
1-STORY
5,970 SF ±
EX1
GAS
METER
CT SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSUB
SUB
CECONSTRUCTIONSTAGING
AREA
(6
"
COMPACTED
#53s
)
CW
SF
SF
SF
SF
CL
CL
CL
CL
IP
IP
IP
IP IP
IP
IP
IP
IP
YELLOW DOG
VETERINARY
CLINIC
PROJECT NO.
CHECK:DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.
PE10707583 OO14020 Mississinewa Drive
Carmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717
www.Fritz-Eng.com
ashton@Fritz-Eng.com
Fritz Engineering
Services, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
COOLER DESIGN, INC.
9135 NORTH MERIDIAN ST. STE A1
INDIANAPOLIS, INDIANA 46260
1/13/2021
2004002
E. 146TH ST. & HOPEWELL PKWY.
CARMEL, INDIANA 46033
HAMILTON COUNTY
NE 1
4 , S23 , T18N, R4E
SHEET NAME
SHEET NO.APPROVAL P
E
N
DI
N
G
NOT F
O
R
CONST
R
U
CTI
O
N
C502
MASS GRADING &
CONSTRUCTION SWPPP
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AF AF KG
00 20'40'
SCALE: 1" = 20'
N
"IT'S THE
LAW"
R
Know what's below.
Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
KEY NOTES:
IP DROP INLET PROTECTION
CE CONSTRUCTION ENTRANCE
PS PERMANENT SEEDING
TS TEMPORARY SEEDING
EB EROSION CONTROL BLANKET
WITH PERMANENT SEEDING
SS SOIL STOCKPILE
SF SILT FENCE
CL CONSTRUCTION LIMITS
CW CONCRETE WASHOUT
SUB ASPHALT PAVEMENT SUBBASE
XX
SF
1. EROSION CONTROL PLAN MUST BE EXECUTED
BEFORE COMMENCING WITH CONSTRUCTION.
2. ALL EROSION CONTROL MATERIAL NEEDS TO BE
APPROVED BY THE CITY INSPECTORS PRIOR TO
INSTALLATION.
CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE
(MICHIGAN ROAD & 98TH ST.) "BROOM CLEAN" AND FREE OF SOIL OR
AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE.
DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND
PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME
STABILIZATION MAY BE REQUIRED. SEE SHEET C901 FOR SPECIFICATIONS.
ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER
GASKET CONFORMING TO ASTM C 443
GENERAL NOTES
EROSION CONTROL NOTES
ALL STORMWATER DRAINAGE CASTINGS SHALL
BE LABELLED WITH ENVIRONMENTAL MESSAGING
"NO DUMPING, DRAINS TO WATERWAY" CAST IN
RAISED OR RECESSED LETTERS AT A MIN. 1-INCH
HEIGHT.A SYMBOL OF A FISH SHALL ALSO BE
CAST WITH THE LETTERS
STORM SEWER INLET NOTE
ALL STORM SEWER INFRASTRUCTURE TO BE
CONSTRUCTED WITH THIS PROJECT SHALL BE
PRIVATELY OWNED AND MAINTAINED BY BALDWIN
CAPITAL.
STORM SEWER SYSTEM NOTE
DO NO USE FERTILIZER CONTAINING PHOSPHOROUS
(12-12-12) UNLESS SOIL TESTS INDICATE A
PHOSPHOROUS DEFICIENCY
FERTILIZER NOTE
WHERE REQUIRED, CRIMPED/ANCHORED MULCH OR
MULCH WITH A TACKING AGENT SHALL BE USED. THE
APPLICATION RATE SHOULD MEET GUIDLINES PER
PRACTICE 3.15 OF THE INDIANA HANDBOOK FOR
EROSION CONTROL IN DEVELOPING AREAS.
MULCH NOTE
INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE
OF CONSTRUCTION HAS BEEN COMPLETED (TEMPORARY
OR FINAL) WHERE AREAS WILL BE IDLE OF
CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS
OR MORE.
SEEDING NOTE
F:\2020\2004002 - Yellow Dog Vet\02 Civil\Plans\C501.dwg, C502, 1/15/2021 4:46:28 PM, Ashton Fritz, DWG To PDF.pc3, ANSI full bleed D (34.00 x 22.00 Inches), 1:1