HomeMy WebLinkAboutC503 POST CONSTRUCTION SWPP PLAN30'
BSL AND US 421 GREENBELT30' BUFFERYARD50'
BSL30' BSL
15' BSL
5' BUFFERYARD
5' BUFF ERYARD
5' BUFFERYARD
PROPO
S
E
D
TAKE 5 OIL
CHANG
E
BUI LDI NG
(1,500 SF±)
PROPO
S
E
D
INFI LTRAT
I
ON BASIN
WITH NATIVE
VEGET
A
TION
BOT=879.5
MAX. 100 Y R = 881.3
TOP OF B ANK=882.3 PR. D.E
. & BMP ESMTPR. D.E. & BMP
ESMTPR. D.E
.
& BMP ESMTPR. D.E. & BMP ESMT
MICHIGAN RD(HWY 421)
98TH ST
(50'PUBLIC ROW)
CL
CL
CL
3 TONS OF REVETMENT
RIPRAP
CATCH BASIN WITH
SUMP, SNOUT F12
AND BIO-SKIRT
3 TONS OF
REVETMENT
RIPRAP
PS
PS
PS
L
L
PS
FOR PERMANENT E.C.TREATMENT IN
THIS AREA SEE SHEET L101
EB
EB
PS
PS
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
PRELI
MINA
RY
NOT FOR
CONST
R
UCTI
O
N
Fritz Engineering
Services, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5
QUICK LUBE
TAKE 5 INDIANA, LLC
10884 GRESHAM PLACE
NOBLESVILLE, INDIANA 46060
5/16/2019
1904001
9799 MICHIGAN RD.
CARMEL, INDIANA 46032
HAMILTON COUNTY
S7, T17N, R3E
SHEET NAME
SHEET NO.
0 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.C503
POST CONSTRUCTION
SWPP PLAN
1.REV. PER TAC CMNTS 7/17/2019
2. REV. PER CARMEL ENG 10/15/2019
3. REV. PER CARMEL ENG 11/5/2019
AF
AF
AF
AF AF KG
KEY NOTES:
IP FLEXSTORM 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
L LANDSCAPE MATERIAL
(FOR POST CONSTR. TREATMENT SEE LANDSCAPE
PLAN)
BR BIO-RETENTION VEGETATION
TF TREE PROTECTION FENCING
(REF. L102 FOR DETAILS)
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
02/19/20