HomeMy WebLinkAboutCarpenter Realtors 050201i
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INC. ARCTNRE
• CIVIL ENGINEERS I• CRIPE, •
LANDSCAPE ARCHITECTURE
7172 GRAHAM ROAD • LAND PLANNING
• LAND SURVEYORS
INDIANAPOLIS, INDIANA 46250 • ENVIRONMENTAL CONSULTANTS
(317) 842-6777 FAX • TRANSPORTATION ENGINEERS
--- ----- r; _ 317) 841— a798
REVERSE SLOPE CHAIRBACK CURB
-s
DATE D 9
STRAIGHT CURB -
--
ROLL CURB AND GUTTER
CERTIFIED BY:
REVISIONS REVISIONS
INC. ARCTNRE
• CIVIL ENGINEERS I• CRIPE, •
LANDSCAPE ARCHITECTURE
7172 GRAHAM ROAD • LAND PLANNING
• LAND SURVEYORS
INDIANAPOLIS, INDIANA 46250 • ENVIRONMENTAL CONSULTANTS
(317) 842-6777 FAX • TRANSPORTATION ENGINEERS
--- ----- r; _ 317) 841— a798
REVERSE SLOPE CHAIRBACK CURB
-s
DATE D 9
STRAIGHT CURB -
--
QUALITY ASSURANCE:
DATE :
DATE:
1-16-98
SCALE:
1'=20'
DRAWING TITLE'
SITE PLAN
BLOCK 9 CSTP
DATE: 04-06-1998 TIME: 07:22 FILE: N:
BUILDING SETBACK LINE
EASEMENT LINE
RIGHT-OF-WAY
CENTERLINE
FENCE
GUARD RAIL
DESCRIPTION
DETAIL SYMBOL
CHAIRBACK CURB AND GUTTER
-8
REVERSE SLOPE CHAIRBACK CURB
-s
STRAIGHT CURB -
PV -18
ROLL CURB AND GUTTER
REVERSE SLOPE ROLL CURB
PV-4xm
COMBINED WALK do CURB
VALLEY GUTTER
ACCESSIBLE PARKING SPACE
- PV -12
d Q &
ACCESSIBLE SIDEWALK RAMP
-
ACCESSIBLE SIDEWALK RAMP
1
Pv-3W -PROPOSED LIGHT DUTY
PV -36 -PROPOSED HEAVY DUTY
DETAIL REFERENCE H
R FOCDT
No. AIL SHEET - CT7-033
911 WOW GDERAL NOTES AND VECMATKM
USER:
NOTKU AND P 9W8
1. THE CONTRACTOR SWILL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS
AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE NCIES
PRIOR TO STARTING CONSTRUCTION.
2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATIO I OF ALL
EXISTING UTRM N THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTI
CONSTRUCTION.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COOOMTO M OF ALL
CONSTRUCTION WITH RESPECTIVE MW COMPANIES.
4. R SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAI 4 QUALITY
CONTROL THROUGHOUT THE PROJECT: FAILURE TO DO SO MAY RESULT N REMOVAL AND
REPLACEMENT OF THE DEFECTIVE WORK. R IS RECOMMENDED THAT THE DEVELOPE1 t HAVE A
DIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
5. IT IS ESSENTIAL THAT THE WORK TO BE DONE N CONJUNCTION WITH THIS PROJECT SHALL BE
INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRE) TO
CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE. R IS
NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTKIN WAS
DONNE IN COMPUNCE WITH THESE PINS AND SPECIFICATIONS.
6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR.
7.00CUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAV TIONS.
FINAL RULE 29 CFR PART 1926, SUBPART 'P' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE
(5) FEET IN DEPTH.
8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF
A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
9. LOCATIONS & ELEVATIONS OF 'FLOODWAY LIMffS' AND '100 YEAR FLOOD LIMITS' ARE SHOWN
FOR REFERENCE ONLY. DEVELOPER/BUILDER/WDIAADUAL LOT OWNER TO REFER TO PATIONAL
FLOOD HAZARD INSURANCE MAP (F.E.MA.) TO DETERMINE FLOOD HAZARD POTENTIAL PRIOR TO
INDIVIDUAL LOT/PROJECT CONSTRUCTION.
SITE PLAN NOT%
1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR f OF
INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIC E OF
BUILDING FOUNDATION MSL.
2 -ALL PAVEMENT AND/OR CURB RADA TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTE).
3. BEARINGS. DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE F ECORD
SURVEY'S AND PUTS FOR EXACT INFORMATION.
4. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS.
5. ALL PARKING AREAS TO BE CURBED WITH CHAIRBACK CURB OR INTEGRAL. CURB WALK AS
SHOWN.
6. ALL PARKING STALLS SHALL BE 10' X 20' OR 10' X 18' WHERE ADJACENT TO SIDE NALK OR
GRASS AREA WHERE INTEGRAL CURB AND WALK IS ADJACENT TO A PARKING STALL, TWO (2)
FEET OF SIDEWALK SHALL BE UTILIZED AS PARIONG AREA OVERHANG. PARKING STA.LS ARE
DIMENSIONED TO THE FACE OF CURBS
7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE OCAL
STAN DWS,
8. SEE UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS.
9. SEE SHEETS 0303 AND CSOI FOR DETAILS REFERENCED.
PROJECT DATAP
PROJECT ADDRESS 525 122ND STREET
PROJECT AREA 5.66 ACRES
TOTAL PARKNG SPACES 62
ACCESSIBLE SPACES 2
CARPENTER REALTORS
DWG. TYPE FILE NUMBER SHEET:
Ll -
JOB NUMBER C 2 O 1
80381-21800
8 41
LAKE
NORMAL POOL = 833.00
100 YR. ELEV. = 840.20
-_
------------------------- - 834 --__
. . ....
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12 �n d S TREE T
N 88'49' 1 6" E
B43
841
842
No.
X50348
STAIR W C.
CERTIFIED BY:
DATE
REVISIONS REVISIONS • A
RCHITECTURE
AUL 1. CRIPEPINC.:ANDSCAPEEARCHI
TECTURE
7172 GRAHAM ROAD • LANDPLANNING
*LAND SURVEYORS
` INDIANAPOLIS, INDIANA 46250 • ENVIRONMENTAL CONSULTANTS
842-6777 FAX (317) 841-4798 • TRANSPORTATION ENGINEERS
a43
8T"i'�1AI
0 15 30 60
\22.5 4
SCALE: 1 "= 30'
DATE: 01-.14-1998 TIME: 14:18 FILE: N:
EC -3A -STRAW BALE CURB
INLET BARRIER
EC -14 - FILTER FABRIC
EC -8A -SLOTTED BARREL BARRIER
e -STRAW BALE INLET BARRIER
(9 -PIPE OUTLET RIP -RAP
RIP RAP d50-8"
"AREA" Sq YARDS
lZmaem61
C-S -BARRIERS
SEDIMENT BARRIER
BARRIERS (TYP, 200' O.C.)
PERMANENT SEEDING WITH
EROSION CONTROL BLANKET - SC 150
PERMANENT SEEDING WITH MULCH
+ .y
W ♦
+ TEMPORARY SEEDING WITH MULCH
+ ♦
TEMPORARY
CONSTRUCTION ENTRANCE
12 INCHES OF #2 STONE
(30'W x 1001) Minimum
SILT FENCE BARRIER
SEASONAL 801. PROTECIrk-m a uAuv
84
\
men
._.._.__. ._...._....... _ _ _---_. _. _ __
_
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/
...NNE
LANDSCAPE NOTES
:,
r.
• �4
1.
All planting beds and landscaped islands are to incorporate Dewitt Weed Barrier, or a
equivalent, between a minimum of three inches of shredded hardwood mulch or equivolen,,
9.
All new planting material sholl meet or exceed ANSI specifications of quality.
MMEN
18.
The location and protection of utility structures and focalities, their
and a minimum of six inches of topsoil. An approved pre -emergent herbicide shall be
in beds
10.
AN proposed plant materials are shown at mature growth. Space as indicated onlant
P
support and maintenance during construction (in cooperation with applicable
utility) is the expressed responsibility of the
applied all planting before and after mulching at rates specified by the manufacturer.
list or to proper horticultural methods.
contractor.
2.
All soil in designated planting arms to be loosened by landscape contractor to depth
11.
19.
Tree caliper sue indicates the diameter of the trunk taken a1 6" above ground lewd or top of root ball..
Landscape contractor is responsible for coordination with other work for proper placement
of 24" prior to planting.
of plant materials and landscape work.
12.
Soil of all bailed and container plant material stored on site prior to installation must be kept
3.
It is the expressed responsibility of the contractor to provide and verify that
moist until they ore planted.
20.
Quantities shown on the 1
pant list is for contractors information only. In case of discrepancy,
the topsoil in the planting areas is not over compacted and is reasonably free
the actual count on the landscape plan prevails.
from subsoil, stones, downed timber, brush, roots, stumps, rubbish, broken
13.
N plants cannot be planted immediately, they should be heeled in and balls/contoiners
21.
All
concrete, and any other material that may impede the establishment of the
should be covered with mulch.
planting bed lines ore to have a cleared spode cut edge to a minimum depth of 6 inches.
proposed plait material.
14.
Landscape contractorto notify landscape architect immediately of any foreign substance that may
22.
Contractor shall coordinate with owner of owners r epresentative the location of the existing irrigation
4.
All disturbed lown areas to be seeded and/or sodded.
be damaging to plant material, prior to planting.
system. All damaged irrigation items resulting from the demolition and reconstruction work shall be
repoired and or replaced by the contractor through the direction of the owner, the owners representitive,
5.
All trees and evergreen plant material to be bailed and burlopped, unless otherwise noted.
15.
The contractor is responsible for weeding, watering, and maintenance of all
or the irrigotion contractor,
6.
All shrubs may either be conioiner grown, or balled and burlapped.
plant materials unto final acceptance.
23.
Any conflicts between remaining plant material, relocated plant material, and proposed plant material shall
16.
Final grading to ensure proper drainage and aesthetic quality shall be the
be brought to the attention of the Landscape Archtiect, owner, or owners representative. Reccommendotions
7.
All plant material to be planted at the some relative depth as before transplanted.
responsibility of the contractor.
for resolving such conflicts will be issued by them.
8.
E. MUiQ
All plants to be guaranteed to be in healthy condition for one full year
17.
The contractor sholl contact all Utility Companies to locate all moins, conduits,
`l
after acceptance of all planting.
service lines, etc., in the affected construction area.
No.
X50348
STAIR W C.
CERTIFIED BY:
DATE
REVISIONS REVISIONS • A
RCHITECTURE
AUL 1. CRIPEPINC.:ANDSCAPEEARCHI
TECTURE
7172 GRAHAM ROAD • LANDPLANNING
*LAND SURVEYORS
` INDIANAPOLIS, INDIANA 46250 • ENVIRONMENTAL CONSULTANTS
842-6777 FAX (317) 841-4798 • TRANSPORTATION ENGINEERS
a43
8T"i'�1AI
0 15 30 60
\22.5 4
SCALE: 1 "= 30'
DATE: 01-.14-1998 TIME: 14:18 FILE: N:
EC -3A -STRAW BALE CURB
INLET BARRIER
EC -14 - FILTER FABRIC
EC -8A -SLOTTED BARREL BARRIER
e -STRAW BALE INLET BARRIER
(9 -PIPE OUTLET RIP -RAP
RIP RAP d50-8"
"AREA" Sq YARDS
lZmaem61
C-S -BARRIERS
SEDIMENT BARRIER
BARRIERS (TYP, 200' O.C.)
PERMANENT SEEDING WITH
EROSION CONTROL BLANKET - SC 150
PERMANENT SEEDING WITH MULCH
+ .y
W ♦
+ TEMPORARY SEEDING WITH MULCH
+ ♦
TEMPORARY
CONSTRUCTION ENTRANCE
12 INCHES OF #2 STONE
(30'W x 1001) Minimum
SILT FENCE BARRIER
SEASONAL 801. PROTECIrk-m a uAuv
A KENTUCKY BLUEGRASS 40 Ibs/ocre: CREEPING RED FESCUE
40 Ibs/ocre; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL
RYEGRASS 20 Ibs/ocre.
B - KENTUCKY BLUEGRASS 60 Ibs/acre; CREEPING RED FESCUE
60 Ibs/ocre; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL
RYEGRASS 30 Ibs/ocre.
C - SPRING OATS 3 BUSHEL/ACRE.
D - WHEET OR RYE 2 BUSHEL/ACRE
E - ANNUAL RYEGRASS 40 Ibs/ocre. (1 Ib/1000 sq. ft.)
F - SOD
G - STRAW MULCH 2 TONS/ACRE
•/1/• - IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER.
•• - IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.
PLANTING SCHEDULE
PLANT TYPE KEY # SIZE BOTANICAL NAME COMMON NAME REMARKS
SHADE TREES
APEG 7 2.5"
ORNAMENTAL TREES
0 MP 6 6'
SS 2 6' clump
EVERGREEN TREES
PP 6 6' Height
DECIDUOUS SHRUBS EA 14 36" B&B
PGD 6 18" B&B
ORA 18 24" B&B
SAW 16 24" B&B
SJLP 10 2 Gal.
EVERGREEN SHRUBS J 6 24" Bdc6
JVS 9 4' B&B
TD 47 24' B&B
GROUNDCOVERS VM VARIES 3' POTS
PSA VARIES VARIES
Acer platanodies 'Emerald Green'
Molus 'Profusion'
Amelonchier Conodensis
Piceo pungens
Euonymus a. 'Compocto'
Potentillo fruticosa 'Gold Drop'
Ribes olpinum
Spireo x. b. 'Anthony Waterer'
Spiroeo j 'Little Princess'
Juniperus c. 'Mint Julep'
Juniperus v. "Skyrocket'
Taxus x. m. 'Deniformis'
Vasco Minor
Perennials alt Annuals by Owner
Select appropriate locoll
Emerol Green Norway Maple grown genetic material
un -cut central leader.
Profusion Crobopple
Shodblow, Serviceberry
Colorado Green Spruce
Dwarf Burning Bush
Gold Drop Potentillo
Alpine Curront
Anthony Waterer Spirea
Little Princess Spkeo
Mi
Multi -stem
Select appropriate local)
grown genetic materiol Rh
un-cut central leader.
Select appropriate Iocall
grown genetic material ith
similar size, color, and rr
nt Julep Juniper Select appropriate lol)
Skyrocket Juniper grown genetic material ith
Dense Yew similar size, color, and f
Vinci 12" On Center
QUALITY ASSURANCE: DATE: DRAWING TITLE: DWG. TYPE
1-16-98 LANDSCAPE/EROSION CONTROL
SCALE:
DATE: 1.30' BLOCK 9 CSTP „
CARPENTER REALTO S
FILE NUMBER SHEET:
JOB NUMBER
9203
03.81- 21800
1�
men
...NNE
Nis
MMEN
------_CEN
A KENTUCKY BLUEGRASS 40 Ibs/ocre: CREEPING RED FESCUE
40 Ibs/ocre; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL
RYEGRASS 20 Ibs/ocre.
B - KENTUCKY BLUEGRASS 60 Ibs/acre; CREEPING RED FESCUE
60 Ibs/ocre; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL
RYEGRASS 30 Ibs/ocre.
C - SPRING OATS 3 BUSHEL/ACRE.
D - WHEET OR RYE 2 BUSHEL/ACRE
E - ANNUAL RYEGRASS 40 Ibs/ocre. (1 Ib/1000 sq. ft.)
F - SOD
G - STRAW MULCH 2 TONS/ACRE
•/1/• - IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER.
•• - IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.
PLANTING SCHEDULE
PLANT TYPE KEY # SIZE BOTANICAL NAME COMMON NAME REMARKS
SHADE TREES
APEG 7 2.5"
ORNAMENTAL TREES
0 MP 6 6'
SS 2 6' clump
EVERGREEN TREES
PP 6 6' Height
DECIDUOUS SHRUBS EA 14 36" B&B
PGD 6 18" B&B
ORA 18 24" B&B
SAW 16 24" B&B
SJLP 10 2 Gal.
EVERGREEN SHRUBS J 6 24" Bdc6
JVS 9 4' B&B
TD 47 24' B&B
GROUNDCOVERS VM VARIES 3' POTS
PSA VARIES VARIES
Acer platanodies 'Emerald Green'
Molus 'Profusion'
Amelonchier Conodensis
Piceo pungens
Euonymus a. 'Compocto'
Potentillo fruticosa 'Gold Drop'
Ribes olpinum
Spireo x. b. 'Anthony Waterer'
Spiroeo j 'Little Princess'
Juniperus c. 'Mint Julep'
Juniperus v. "Skyrocket'
Taxus x. m. 'Deniformis'
Vasco Minor
Perennials alt Annuals by Owner
Select appropriate locoll
Emerol Green Norway Maple grown genetic material
un -cut central leader.
Profusion Crobopple
Shodblow, Serviceberry
Colorado Green Spruce
Dwarf Burning Bush
Gold Drop Potentillo
Alpine Curront
Anthony Waterer Spirea
Little Princess Spkeo
Mi
Multi -stem
Select appropriate local)
grown genetic materiol Rh
un-cut central leader.
Select appropriate Iocall
grown genetic material ith
similar size, color, and rr
nt Julep Juniper Select appropriate lol)
Skyrocket Juniper grown genetic material ith
Dense Yew similar size, color, and f
Vinci 12" On Center
QUALITY ASSURANCE: DATE: DRAWING TITLE: DWG. TYPE
1-16-98 LANDSCAPE/EROSION CONTROL
SCALE:
DATE: 1.30' BLOCK 9 CSTP „
CARPENTER REALTO S
FILE NUMBER SHEET:
JOB NUMBER
9203
03.81- 21800
1�
DROP INLET
W/ GRATE
Y P>
STRW BALES
STAKED w/ Two
SUKFS PER BAME
►1'R' ]1 1
1 7
1
71
1 �
END AND DID
OVERLAP AT
CON"
STRAW BALE INLET BARRIER
EC- 3 No scuF
FLOW
�
FLOW PIPE
CULVERT
�P
RIP -RAP►
3 x DIA MINIMUM
END VIEW
ORIGINAL
/-GROUND
IPE
-END SECTION
•-4
:e•��
NO
OVERFALL
2' #8 CRUSHED sTONE� CROSS-SECTION MINIMUM ��-COMPACTED SOIL
0150=50% EE RIP -RAP EQUALS THE SIZE
E.
850348
=TAMIL a
s`ONAL
CERTIFIED BY:
DATE
END SECTION -DISCHARGE-
RIPRAP INSTALLATION
EC -17 NO SCALE
FILTER FABRIC
PAVEMENT I N LET
FILTER FABRIC
f7
LARGE -HEADED NAIL.
4" MINIMUM DEPTH,
CHAIRBACK CURB INLET
FILTER FABRIC
ROLL CURB INLET
FILTER FABRIC�INLE�TP�ROT�ECTI�ON
rn
NO SCALE
(2 of 2)
REVISIONS
..
®
INCLUDING APPLICATION OF LIME, FERTILIZER, AND
Mae
SEED. WM *IEiwN USING CELL -O -SEED. DO
NOT SEED PREPARED AREA. CELL -O -SEED MUST
S CED WHEN BLANKETS MUST BE SPLIDOWN THE
BE INSLILIFD VM POO SDE DOW.
SLOPE.
SLOPE. PLACE BLANKETS END OVER END
STYLE) WITH APPROXIMATELY 6'
2 BEGIN AT THE TOP OF THE SLOPE BY
OVERLAP. STAPLE THROUGH OVERLAPPED AREA.
ANCHORING THE BLANKET IN A 6' DEEP X V
APPROXIMATELY 12' APART.
WOE TRENCH. BACKFILL AND COMPACT THE
eLAND
TRENCH AFTER STAPLING.
REFER TO GENERAL STAPLE PATTERN
3. ROLL THE BLANKETS DOW THE SLOPE IN THE
GUIDE EC -14 FOR CORRECT STAPLE
owEM OF THE WATER FLAW.
PATTERN RECOMMENDATIONS.
EROSION CONTROL BLANKET
SLOPE INSTALLATION
rEC-28
GUIDE
DATE
42-6777 FAX (317) 841-4798
0
TRANSPORTATION ENGINEERS
E.
Provide silt traps as shown on plans to keep suspended
soil particles on site.
F.
Temporarily seed basin slopes, topsoil stockpiles,
ond
areas disturbed by construction.
A KENTUCKY BLUEGRASS 40 lbs/acre: CREEPING RED FESCUE
40 Ibe/acre; FLUS 2 TONS STRAW MULCH/ACRE, OR App ANNUAL
RYEGRASS 20 lbs/acre.
B KENTUCKY BLUEGRASS 60 Ibs/ocre; CREEPING RED FESCUE
60 lbs/ocre; PLUS 2 TONS STRAW MULCH/ACRE. OR ADO ANNUAL
RYEGRASS 30 Ibe/ocre.
C SPRING OATS 3 BUSHWACRE.
D = WHEET OR RYE 2 BUSHWACRE
E - ANNUAL RYEGRA.SS 40 lbs/ocre. (1 Ib/I000 sq. ft.)
F - SOD
G - STRAW MULCH 2 TONS/ACRE
•/I/• - IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER.
•• - IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.
I. PREPARE SOIL BEFORE INSTALLING BLANKETS,
4. THE EDGES OF PARALLEL BLANKETS MUST BE
INCLUDING APPLICATION OF LIME, FERTILIZER, AND
STAPLED WITH APPROXIMATELY 2' OVERLAP.
SEED. WM *IEiwN USING CELL -O -SEED. DO
NOT SEED PREPARED AREA. CELL -O -SEED MUST
S CED WHEN BLANKETS MUST BE SPLIDOWN THE
BE INSLILIFD VM POO SDE DOW.
SLOPE.
SLOPE. PLACE BLANKETS END OVER END
STYLE) WITH APPROXIMATELY 6'
2 BEGIN AT THE TOP OF THE SLOPE BY
OVERLAP. STAPLE THROUGH OVERLAPPED AREA.
ANCHORING THE BLANKET IN A 6' DEEP X V
APPROXIMATELY 12' APART.
WOE TRENCH. BACKFILL AND COMPACT THE
eLAND
TRENCH AFTER STAPLING.
REFER TO GENERAL STAPLE PATTERN
3. ROLL THE BLANKETS DOW THE SLOPE IN THE
GUIDE EC -14 FOR CORRECT STAPLE
owEM OF THE WATER FLAW.
PATTERN RECOMMENDATIONS.
EROSION CONTROL BLANKET
SLOPE INSTALLATION
rEC-28
GUIDE
DATE
42-6777 FAX (317) 841-4798
0
NO SCALE 1 Of 3
EXCAVATE A 6' X 4' DEEP
STEP 1: Too
(SEE EC 32 Al EC -33)
STEP 2:
oil IN1111111
+L�+k,Ti��
/•fI
]. 1•i�a1
r r r '
DRIVE STAKES IN TRENCHH
i
TO ATTATCH FILTER FABRIC
FILTER FABR
COMPACTED SOIL
BACKFILL AND COMPACT
THE Daum SOIL
PLAN
" x 2" STAKE
SECTION ` ' TIP'
SILT FENCEINSTALLATION
EC -7 SCALE
REvIsIONs
PAUL
IN
(317) 8
• PLANT 2' HIGHER THAN
FINISH GRADE
PRUNE BACK ONE-THIRD
OF BRANCH STRUCTURE
REMOVE ONE-THIRD
OF 3' MULCH
TOPSOIL BACKFILL MIXTURE
2x BALL DIAMETER
SHRUB PLANTING DETAIL
NO SCALE
8' SAUCER
3' MULCH BED
ROOT BALL
TREE TRUNK
7' STAKE -LOCATE ONE STAKE
DIRECTLY SIN OF TREE
2 -PLY HOSE
12 GAUGE WIRE
PRUNE BACK ONE-THIRD
OF BRANCH STRUCTURE
TREE WRAP
2 -PLY HOSE
12 GAUGE WIRE
SET BASE OF TREE AT
FINISH CRADE
REMOVE ROPE AT TOP OF
BALL AND TOP ONE-THIRD
OF BURLAP
COMPACTED SUBSOIL PEDESTAL
3' SHREDDED BART(
7' METAL FENCE STAKE (3)
6' SAUCER
TOPSOIL BACKFILL MIXTURE
FINISH GRADE
SECTION
DECIDUOUS TREE
NO SCALE
PLAN
Ak
AL
8' SAUCER
3' MULCH BED
ROOT BALL
TREE TRUNK
7' STAKE -LOCATE ONE STAKE
DIRECTLY SIN OF TREE
2 -PLY HOSE
12 GAUGE WIRE
2 -PLY HOSE
12 GAUGE WIRE
SET BGRAOF DETREE AT
FINISH REMOVE ROPE AT TOP OF
BALLAD TOP THIRD OF
3' SHREDDED BARK
7' METAL FENCE STAKE (3)
6' SAUCER
FINISH GRADE
TOPSOIL BACKFILL MIXTURE
COMPACTED SUBSOIL PEDESTAL
SECTION
EVERGREEN TREE PLANTING DETAIL
NO SCALE
1 SECTION 02270 - SOIL EROSION CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Provisions and accepted practices for minimizing soil
erosion.
2. Maintenance of Soil and Erosion Control elements.
B. Related Sections:
1. Section 02110 "Site Clearing"
2. Section 02200 "Earthwork"
1.2 SUBMITTALS
A. Submit a sequencing plan that provides as protection as
possible throughout the entire construction period. Plan
shall identify those measures to be installed prior to,
during, and subsequent to all land disturbing activity.
B. Product data for erosion control blankets, filter fabrics,
and geotextile fabrics.
1.3 QUALITY ASSURANCE
A. Erosion Control Standards:
1. Indiana State Rule 327-IAC15-5 referred to a as Rule 5
administered by the Indiana Department of
Environmental Management.
2. "Standards and Specifications for Soil Erosion and
Sediment Control in Development Areas" by US Department of
Agriculture,Soil Conservation Service, College Park, Maryland.
3. Local Ordinance
1.4 EROSION CONTROL PRINCIPLES
A. Strip vegetation, grade and perform other soil
disturbances in a manner which minimizes soil erosion.
B, Retain and protect existing vegetation as much as is
feasible.
C. Keep area which is exposed and free of vegetative cover to
a minimum.
D. Protect exposed areas during prolonged construction or
other land disturbance by temporary seeding, mulching or
other suitable stabilization measures.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Acceptable manufacturers:
1. Filter fabric, erosion control blankets, and
geotextile fabrics:
a. Base:
(1) North American Green
2) CONTECH Construction Products Inc.
3) Polyfelt Americas
4) Exxon Chemicals 100S.
5) DuPont Typor.
6) Carthage Mills.
7 Monsanto Bidim.
8 Enka Stabilenka.
�9) Celonese Mirofi 100X.
10 Webtex, Inc., Terra Tex SC.
�12
11 Amoco Silt Stop.
Other, to be approved in advance by
Engineer.
(13) Nutec Supply.
B. Filter Fabric: Sediment control silt fabrics as
M1,
by companies listed above.
C. Hydro Seeding: To be approved by Engineer..
D. Metal Posts: T -bar posts.
E. Metal Clips or Ties: See manufacturers specifications.
F. Grass Seed: Mix to be approved by the Engineer based upon
application and seasonal considerations.
G. Pipe Riser and Barrel: 16 GA corrugated metal pipe (CMP)
of size indicated.
H. Stone for Stone Filter: #8 gravel or crushed stone.
I. Tree Protection Fence: 5 feet high orange plastic fence.
J. Wood: 2 IN x 2 IN or 2 IN x 4 IN, scrap wood.
K. Mulch: Wheat or oat straw.
L. Slotted Barrel Inlet Protection: Used 55 gal drum
conforming to detail in plans.
M. Rip -Rap: (State of Indiana quality conforming to INDOT
616.02).
N. Straw Bale Barriers: Wheat or oat straw.
O. Tile Bedding: #8 washed grovel.
PART 3 EXECUTION
3.1 AT BEGINNING OF SITE WORK
A. Prior to general stripping topsoil and excavating, install
erosion control measures as outlined in the sequencing
plan.
C R I P E INC
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B.
I�IAt.ITY ASSURANCE:
on
. .
e0
PE
LANDSCAEAR041TECTURE
drawings during rough grading as grading progresses.
7172 GRAHAM ROAD
eLAND
PLANNING
Topsoil must be a minimum of 4" to ensure growth.
DIANAPOLIS, INDIANA 46250
.
a
LAND SURVEYORS
ENVIRONMENTAL CONSULTANTS
Install erosion control measures in areas where erosion
DATE
42-6777 FAX (317) 841-4798
0
TRANSPORTATION ENGINEERS
1 SECTION 02270 - SOIL EROSION CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Provisions and accepted practices for minimizing soil
erosion.
2. Maintenance of Soil and Erosion Control elements.
B. Related Sections:
1. Section 02110 "Site Clearing"
2. Section 02200 "Earthwork"
1.2 SUBMITTALS
A. Submit a sequencing plan that provides as protection as
possible throughout the entire construction period. Plan
shall identify those measures to be installed prior to,
during, and subsequent to all land disturbing activity.
B. Product data for erosion control blankets, filter fabrics,
and geotextile fabrics.
1.3 QUALITY ASSURANCE
A. Erosion Control Standards:
1. Indiana State Rule 327-IAC15-5 referred to a as Rule 5
administered by the Indiana Department of
Environmental Management.
2. "Standards and Specifications for Soil Erosion and
Sediment Control in Development Areas" by US Department of
Agriculture,Soil Conservation Service, College Park, Maryland.
3. Local Ordinance
1.4 EROSION CONTROL PRINCIPLES
A. Strip vegetation, grade and perform other soil
disturbances in a manner which minimizes soil erosion.
B, Retain and protect existing vegetation as much as is
feasible.
C. Keep area which is exposed and free of vegetative cover to
a minimum.
D. Protect exposed areas during prolonged construction or
other land disturbance by temporary seeding, mulching or
other suitable stabilization measures.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Acceptable manufacturers:
1. Filter fabric, erosion control blankets, and
geotextile fabrics:
a. Base:
(1) North American Green
2) CONTECH Construction Products Inc.
3) Polyfelt Americas
4) Exxon Chemicals 100S.
5) DuPont Typor.
6) Carthage Mills.
7 Monsanto Bidim.
8 Enka Stabilenka.
�9) Celonese Mirofi 100X.
10 Webtex, Inc., Terra Tex SC.
�12
11 Amoco Silt Stop.
Other, to be approved in advance by
Engineer.
(13) Nutec Supply.
B. Filter Fabric: Sediment control silt fabrics as
M1,
by companies listed above.
C. Hydro Seeding: To be approved by Engineer..
D. Metal Posts: T -bar posts.
E. Metal Clips or Ties: See manufacturers specifications.
F. Grass Seed: Mix to be approved by the Engineer based upon
application and seasonal considerations.
G. Pipe Riser and Barrel: 16 GA corrugated metal pipe (CMP)
of size indicated.
H. Stone for Stone Filter: #8 gravel or crushed stone.
I. Tree Protection Fence: 5 feet high orange plastic fence.
J. Wood: 2 IN x 2 IN or 2 IN x 4 IN, scrap wood.
K. Mulch: Wheat or oat straw.
L. Slotted Barrel Inlet Protection: Used 55 gal drum
conforming to detail in plans.
M. Rip -Rap: (State of Indiana quality conforming to INDOT
616.02).
N. Straw Bale Barriers: Wheat or oat straw.
O. Tile Bedding: #8 washed grovel.
PART 3 EXECUTION
3.1 AT BEGINNING OF SITE WORK
A. Prior to general stripping topsoil and excavating, install
erosion control measures as outlined in the sequencing
plan.
ft
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1 �.uu.
B.
Construct erosion control devices where indicated
on
,
drawings during rough grading as grading progresses.
i
C.
Topsoil must be a minimum of 4" to ensure growth.
D.
Install erosion control measures in areas where erosion
I
was occurring prior to any grading activity.
E.
Provide silt traps as shown on plans to keep suspended
soil particles on site.
F.
Temporarily seed basin slopes, topsoil stockpiles,
ond
areas disturbed by construction.
1. Seeding times and rates:
i
a. May 15 to August 15; Annual Rye gras
at 40
lbs./acre.
b. August 15 to November 15; Rye (grain)
or wheat at
2 bushels/acre.
c. March 1 to May 15; Oats at 3 bushels
acre.
2. Fertilizer: Commercial analysis 12/12/12 applied
at a
rate of 600#/acre.
a. Apply lime to raise PH to the level needed
for
species being seeded.
b. Work fertilizer and lime into the soil to
a depth
of 2-3 IN.
�.
3. All Hydro seeding shall be in accordance with
the
t
preceding requirements.
4. Reseed as required until good stand of gross
is
achieved,
r
3.2
DURING CONSTRUCTION PERIOD
A.
Maintain all erosion control measures and repair any
damage caused by construction activity.
B.
Inspect regularly especially after rainstorms, and repair
p
any damaged areas immediately..
!"
C.
Repair or replace damaged or missing items at n
additional cost to Owner.
D.
After rough grading, sow temporary grass cover o
er
exposed earth areas.
E.
Construct inlets as soon as possible.
1. Install silt fence, straw bale barriers, 2" slo
ted
barrel, or filter fabric at each new inlet imrrediately
t
after installation of all inlets.
i
t.
i
F.
Provide necessary swales and dikes to direct wate
towards
a protected device.
G.
Do not disturb existing vegetation (grass and trees)
i
outside limits of construction.
H.
Remove sediment from behind silt fences when sediment
{
reaches one-fourth fabric height.
I.
Spread topsoil and fine grade slopes and swales,
tc. Seed
and mulch as soon as possible in areas as they
become
ready.
3.3
NEAR COMPLETION OF CONSTRUCTION67
A.
Insure that all areas are stabilized, if so eliminate
erosion control devices except inlet protection.
B.
Grade to finished or existing grades.
C.
Fine grade remaining earth areas disturbed by construction
activities.
D.
Topsoil must be a minimum of 4" to ensure growth.
E.
Temporarily seed or mulch all areas that will be disturbed
until permanent measures can be implemented.
F.
Permanent seed: March 1 to May 15 and August
0 to October
15.(Dotes may vary at discretion of Landscape Ar
hitect
depending on weather conditions.)
G.
Soil Preparation,
1. Soil surface must be free of rocks debris, aid
other
foreign materials.
2. Soils must have proper moisture control to assure
f
proper germination and growth.
3. Soil surface must be non compacted to a d
pth of at
least 6 inches.
4. Soil preparation depends on soil conditions at
time of
seeding. Various tools may be necessary to
achieve surfa
finish.
5. Surface of soil shall be at the proposed desi
n grade
with large voids eliminated prior to applying
fertilizer,
lime and seed.
I.
Steep Slopes.
1. On slopes exceeding 10%. soil shall be prote
ted by an
erosion control blanket or mulch that securey
holds seed
to the soil.
2. Erosion control blankets shall be securely fas
ened to
the soil utilizing approved staples or stakes.
i
H.
Applying fertilizer, lime and seed.
1. Work fertilizer and lime into soil to a depth c
f 2 - 3
inches.
2. Apply seed carefully and cover seed with 1 /4
inch soil,
apply seed carefully and avoid covering seed
more than
1/4 inch.
3. Apply mulch at rate of 2 tons per acre following
seeding.
4. Water as necessary to ensure adequate moist
re for
germination and growth.
!
5. Hyrdroseeding may be substituted in lieu of steps
2-4
above.
6. Reseed as necessary until a good stand of g
oss is
achieved.
END OF
SECTION 02270
.._
ft
i I i
1: C • 204