HomeMy WebLinkAbout83.01 J.C. Sipe Jewelrs Soil Erosion Control Planrn
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12 620.50 1 I 18 :,/,;ii",:; ' I .: ; i, DI % COUNTY SOIL AND WATER CONSERVATION DISTRI
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• 1 • • CURB PROTECTION ♦ ♦♦ ♦� ♦♦ �'. I; y +���•'}• ICI �l��i`'•��•�.
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CT CHECKLIST
1A SEE TITLE SHEET
18 THIS IS A PROPOSED COMMERCIAL DEVELOPMENT ON APPROXIMATELY 14 ACRES. THE CONSTRUCTION SHALL CONSIST OF CENTRAL ROAD WITH ASPHALT 9
PAVEMENT WITH CONCRETE CURB AND GUTTER, ENCLOSED STORM SEWERS AND SWALES. DETENTION IS PROVIDED BY WOODLAND COUNTRY CLUB ON
WOODLMD COUNTRY CLUB PROPERTY. THE CONSTRUCTION SEQUENCING SHALL BE AS SHOWN ON THE TABLE BELOW.
CONSTRUCTION Ic 1
A. CONSTRUCTION ACCESS DRIVE - STRIP TOPSOIL AND PLACE STONE AT ACCESS TO POINT FROM 116TH STREET
B. TEMPORARY EROSION CONTROL - INSTALL SILT FENCING AROUND PROPERTY, TEMPORARY DIVERSION• AND TEMPORARY CHECK DAM
C. SANITARY SEWER - INSTALL SEWER AND MANHOLES 11
D. EARTHWORK - STRIP TOPSOIL. BEGIN ROUGH GRADING AND PREPARE BUILDING PAD AND ROUGH GRADE 0
E. STORM SEWER AND UNDERDRAINS - INSTALL STRUCTURES, STORM SEWERS, YARD INLETS, UNDERORAWS, AND INLET PROTECTION 1
_ F. FINISH GRADING AND PERMANENT EROSION CONTROL - FINISH GRADE BANKS, REAR SWALES, PERIMETER SWALES, EROSION BLANKETS 1
L►+0 SCALE) - IL Il- I I I I AROUND BANKS AND SwALES, FILTER FENCE AROUND INLETS AND YARD DRAINS AND PERMANENT SEEDING ALL PROPERTY PERIMETER AREAS
GENERAL STAPLE R E C 0 M M E N DAT I 0 N S G. PAVEMENT - INSTALL CONCRETE CURBS, PARKING FIELD FINISH GRADES, STONE AND BASE COURSE. 14
GRAVEL BAGS ARE HALF FILL WITH ROCK LARGER THAN THE INLET CRATE 'O H IRII RIFC _ rlYlOrvu.7c wcr11l LYwI nr w.rrn,,..., ---..
SCALE: 1 " = 50' IF'0B G DETTEERlo S OR DAMAGED. E O OLD ew
WITH CONTENTS INTO A NEW BAD. 275
����� TEMPORARY CHECK DAM 250
0 25 50 100 p 225
. (NO SCALE) & 200
175
STABIUZATION ISO
PRACTICE: JAN. FEB. MAR. APR. MAY JUNEJULY AUG. SEPT.00T. NOV. DEC. 12
PERMANENT A'--- _' / / / /I// //• •/I /+ p � 75
21•xT�•Lgw� 50
SEEDING 1'X2' HARDWOOD 5' Wait. �iNGSTEEI 25
CROSSBRACIND
300
C
B
C c
O C
A
-j - o e
I
-- -- - •-- ..._,. _• .- ..- ... - -., - 1, ..w, 1...•... n.v r_I_LI"IrvV IrtV1Vl" LIPID
I. CLEANUP - CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS DISTURBED BY UTILITY INSTALLATION AND 15
RESEED E
J. FINAL LANDSCAPING - INSTALL IRRIGATION AND FINAL LANDSCAPING IN ROADWAY FRONTAGE AND PROPERTY PERIMETER U
1C SHOWN ON PLANS E
lU SHOWN ON PLANS 16
1E LAND USE OF ADJACENT AREAS: T
NORTH? COMMERCAL Cu
Ir SOUTH: GOLF COURSE ES
•• 4' x EAST: APARTMENTS
WEST: RES1I�NTIAL
TEMPORARY C— -0 Q---+ 4:1 3:1 2:1 1:I CHANNEL / CATCH BASIN
SEEDING E •////1// /•—P DRAINAGE /
WITH
I
•C' WITH ADMIGI NAL STAPLES ON SIDE SLOPES-
L�'
SLOPE GAAONENT
STRUCTURE
STAKES POINTED
D a WHEAT OR RYE 2 BUSHEL,/ACRE.
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT,
2. S FABRIC IS TORN OR DETERIORATED, REPLACE
SECTION IMMEDIATELY,
I-
NOTES: STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS
STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TAPE AND Av.. ANNUAL R
F N 6/////I/////*— —9
END - AT 5' O.C.
- TEMPORARY ChECN DAM
I
3. REMOVE SEDIMENT WHEN REACHES 1/3
MAINTENANCE:
I. INSPECT WEEKLY AND AFTER EACH
INFAI,L
AT SLOPE LENGTHS GREATER THAN 31X/ FEET OR WHEfcE DRAINAGE 'OVER LARGE AREAS
ADOITION,AL STAPLES AS REQUIRED
SODDING
D
i'0'�l
F •SOD
FENCE
FA THE HEIGHT OF THE FENCE OR IS CAUSING
FABRIC BULGE
,.
IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE VTIUZED.
PUNS
4D SHOWN ON THE PLANS
�•
I
-- -- - •-- ..._,. _• .- ..- ... - -., - 1, ..w, 1...•... n.v r_I_LI"IrvV IrtV1Vl" LIPID
I. CLEANUP - CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS DISTURBED BY UTILITY INSTALLATION AND 15
RESEED E
J. FINAL LANDSCAPING - INSTALL IRRIGATION AND FINAL LANDSCAPING IN ROADWAY FRONTAGE AND PROPERTY PERIMETER U
1C SHOWN ON PLANS E
lU SHOWN ON PLANS 16
1E LAND USE OF ADJACENT AREAS: T
NORTH? COMMERCAL Cu
Ir SOUTH: GOLF COURSE ES
•• 4' x EAST: APARTMENTS
WEST: RES1I�NTIAL
TEMPORARY C— -0 Q---+ 4:1 3:1 2:1 1:I CHANNEL / CATCH BASIN
SEEDING E •////1// /•—P DRAINAGE /
WITH
I
•C' WITH ADMIGI NAL STAPLES ON SIDE SLOPES-
L�'
SLOPE GAAONENT
STRUCTURE
STAKES POINTED
D a WHEAT OR RYE 2 BUSHEL,/ACRE.
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT,
2. S FABRIC IS TORN OR DETERIORATED, REPLACE
SECTION IMMEDIATELY,
I-
NOTES: STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS
STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TAPE AND Av.. ANNUAL R
F N 6/////I/////*— —9
END - AT 5' O.C.
- TEMPORARY ChECN DAM
I
3. REMOVE SEDIMENT WHEN REACHES 1/3
MAINTENANCE:
I. INSPECT WEEKLY AND AFTER EACH
INFAI,L
AT SLOPE LENGTHS GREATER THAN 31X/ FEET OR WHEfcE DRAINAGE 'OVER LARGE AREAS
ADOITION,AL STAPLES AS REQUIRED
SODDING
D
i'0'�l
F •SOD
FENCE
FA THE HEIGHT OF THE FENCE OR IS CAUSING
FABRIC BULGE
,.
IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE VTIUZED.
PUNS
4D SHOWN ON THE PLANS
�•
MULCHING
- TEMPORARY SEEDING APPLIED TO ANY AREA
REMAINING UNALTERED IN EXCESS OF 20 DAYS
ATXEACNW�
�W(TH"
I
v
4E SHJYtN ON THE PINS
USE PLANTING 0,"I
PERMANENT
Li
6. AFTER DRNHIOE AREA IS STABILIZED, REMOVE FENCE
AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE
LATH E
LATH
4F SHOWN ON THE PANS
4G SHOWN ON THE PLANS
LJ
- SEEDING
H
AND STABIUZE R.
BRING DISTURBED AREA TO GRADE AND STAB"ZE IT.
OVER FABRIC
4'X4•IT�RCTO
I
EROSION
- EROSION CONTROL BLANKET
USE AP
STAPLE PATTERN
SEASONAL SOIL PROTECTION CHART
SILT FENCE INLET
x
A KENTUCKY BLUEGRASS U H/ /ACRE; CREEPING RED FESCUE 40 LBS /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADO ANNUAL REGRESS 20 LEIS/ACRE.
36' WIDE NONWOVEN
D P
IN SWER
5150 ON LICE SLOPES
PROTECTION DETAIL
STAPLE PATTERN
4K SHOWN ON THE PLANS
P— LYPROPYLENE FABRIC
UPSLOPE
- CONSTRUCTION ENTRANCE
DOWN -
SLOPE
NO SCALE
(NO �)
-
410 *v.ti
B - KENTUCKY BLUEGRASS 60 LOS /ACRE: CREEPING RED FESCUE 60 LBS /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL REGRESS 30 LBS /ACRE
REFER TO SILT FENCE
02- Of r2 STONE ON FILTER FABRIC)
Fm
__
SECTION FOR EMBEDMENT
I
CHANNEL LININGS UTILIZE STAPLE PATIERN 1
2► THE SITE IS PRESENTLY GOLF COURSE
O' A x 28 CARMEL CREEK IS LOCATED APPROXIMATELY 2500' SOUTH OF PROPERTY. DRAINAGE IS THRU THE WOODLAND COUNTRY CLUB, WETLANDS INVENTORY
C MAPS INDICATE NO WETLAND ONSITE
A 2C THERE IS NO FLO OUWAY OR FRINGE LOCATED ONSITE.
2D A SOILS MAP IS DEPICTED A THESE PLANS.
2E EXISTING CONTOURS ARE SHOWN. PROPOSED CONTOURS ARE SHOWN WITH PROPOSED SPOT ELEVATIONS LOGITEO ON THE (TRADING PLAN
3 Li PER TD. 2F THE ENTIRE SITE WILL DISCHARGE INTO CARMEL CREEK VIA PIPES AND PONDS THRU WOODLAND COUNTRY CLUB.
2G SAME AS 2F.
2H ]HERE ARE NO DETENTION BASINS OR POINTS OF POTENTIAL GROUND WATER INFILTRATION ON SITE. EROSION CONTROL N T R O L�E G E N D
21 SHOWN ON THE PLANS
YD. 3A SHOWN ON THE PLANS ® - SALT
C •SPRING OATS 3 BUSHE�/ACRE.
DETAIL
MAINTENANCE.
I '
•C' WITH ADMIGI NAL STAPLES ON SIDE SLOPES-
38 SITE BALANCES WITH TOPSOIL./ SUBSOIL EXCHANGE INVOLVING WOODLAND COUNTRY CLUB REDESIGN.
M
FENCE Box
- GRAVEL OAC CURB INLET PROTECT*N
D a WHEAT OR RYE 2 BUSHEL,/ACRE.
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT,
2. S FABRIC IS TORN OR DETERIORATED, REPLACE
SECTION IMMEDIATELY,
I-
NOTES: STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS
STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TAPE AND Av.. ANNUAL R
4A SEE ABOVE (1B)
L q
- TEMPORARY ChECN DAM
E .ANNUAL REDRESS 40 LOS /ACRE. (1 Le /1000 S0. FT.)
3. REMOVE SEDIMENT WHEN REACHES 1/3
MAINTENANCE:
I. INSPECT WEEKLY AND AFTER EACH
INFAI,L
AT SLOPE LENGTHS GREATER THAN 31X/ FEET OR WHEfcE DRAINAGE 'OVER LARGE AREAS
48 SHOWN ON THE PLANS FOR EACH DETAIL
4C SHOWN ON THE
i'0'�l
F •SOD
FENCE
FA THE HEIGHT OF THE FENCE OR IS CAUSING
FABRIC BULGE
STORM EVENT.
2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.
IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE VTIUZED.
PUNS
4D SHOWN ON THE PLANS
- TEMPORARY SEEDING APPLIED TO ANY AREA
REMAINING UNALTERED IN EXCESS OF 20 DAYS
G STRAW MULCH 2 TONS /ACRE.
R
4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED
FggRAC.
3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 Of THIN HEIGHT Of
THE FENCE OR IS CAUSING FABRIC TO BULGE.
CHANNEL LININGS REQUIRED A 2.0' MINIMUM OvERUW AT LONGITUDINAL %DINTS
SIDESLOPES SHILL REQUIRE A G' WNMUM OVERLAP. WHERE OVERLAPS OCCUR,
4E SHJYtN ON THE PINS
USE PLANTING 0,"I
PERMANENT
• •
/I/ IRRIGATION NEEDED MIRING JUNE, JULY, AND /OR SEPTEMBER.
6. AFTER DRNHIOE AREA IS STABILIZED, REMOVE FENCE
AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE
4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.
5• AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT,
THE UPSTREAM BLANKET SHALL OVERLAP THE DOwNSTREm.
4F SHOWN ON THE PANS
4G SHOWN ON THE PLANS
LJ
- SEEDING
•• IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.
AND STABIUZE R.
BRING DISTURBED AREA TO GRADE AND STAB"ZE IT.
If OTHER TkM NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED
FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY.
4H SHOWN ON THE PLANS
®
EROSION
- EROSION CONTROL BLANKET
USE AP
STAPLE PATTERN
SEASONAL SOIL PROTECTION CHART
SILT FENCE INLET
SILT FENCE SECTION
EROSION CONTROL BLANKET
41 SHOWN UN IHE PLANS
IN SWER
5150 ON LICE SLOPES
PROTECTION DETAIL
STAPLE PATTERN
4K SHOWN ON THE PLANS
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- CONSTRUCTION ENTRANCE
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SOILS T PE LEGEND
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EROSION CONTROL NOTES:
THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE
CONSTRUCTM SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING
PLACE, THE CONTRACTOR AND /OR OWNER SHILL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE
ENGINEER SHALL BE CONSULTED W THE EVENT THIS HAPPENS.
TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED IN
EXCESS OF 20 DAYS.
PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND
FINISHED GRADE.
PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT
TOPSOIL EROSION.
ALL SEDWENT CAPTURING MEASURES SHALL, BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE
CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE.
ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR
EFFECTIVENESS.
IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING
PROCEDURES SHALL, BE USED.
DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS.
RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING
TO SD -%NIL. CONDITION AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY
WEEDING UNTIL FULL STAND OF GRASS FINS BEEN OBTAINED.
THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL. IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR AND /OR OWNER. .
R SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM
)N -SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND
RECEIVING STREAMS /DITCHES IN STRICT COMPLIANCE WITH 'RULE 5' (327 IAC 15 -5, CONSTRUCTION
ACTMTY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND /OR OWNER'S
RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A
COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY..
OR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS.
PERMANENT SEEDING SPECIFICATIONS:
) ALL DISTURBED LAWN AREAS SHALL RECEIVE PERMANENT SEEDING IMMEDIATELY.
2) ALL DISTURBED LAWN AREA TO HAVE A MINIMUM OF 6 INCHES OF TOPSOIL (COMPACTED
THICKNESS).
3) TOPSOIL TO BE FERTILE, FRIABLE, SANDY LOAM
REASONABLY FREE OF SUBSOIL, CLAY LUMPS, STONES LARGER THIN %-, EXCESSIVE QUANTITIES OF
SMALL STONE /GRAVEL, BRUSH AND OTHER LITER.
4) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION
CONTROL STRUCTURES.
5) PERFORM THE MAJOR FILLING, SHAPING AND SMOOTHING OF GULLIES OR ERODED AREAS.
) HAVE TOPSOIL TESTED TO CHECK PH AND NUTRIENT LEVELS. PROVIDE FERTILIZER AND SOIL
AMENDMENTS AS REQUIRED TO MEET /EXCEED MINIMUM REQUIREMENTS AS SUGGESTED ON SOILS TEST
RESULTS FOR LAWNS.
) WORK FERTILIZER AND SOIL NUTRIENTS INTO TOP 2 -3 INCHES OF THE TOPSOIL WITH A SMALL
SK FARROW OR RAKE
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11, I ALLAN H. WEIHE P.E. 8827
I OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. '1
) ROLL THE TOPSOIL WITH A WATER BALLAST ROLLER WEIGHING 100 TO 300 POUNDS DEPENDING ON M It-
SOIL TYPE. ROLL WITH TOPSOIL IN A SEMI -DRY CONDITION IN TWO OPPOSITE DIRECTIONS (RIGHT �
ANGLES).
RAKE OR SCARIFY AND CUT OR FILL IRREGULARITIES THAT DEVELOP AS REOLHRED AND AGAIN ROLL .
UNTIL AREA IS TRUE AND UNIFORM, FREE FROM LUMPS. DEPRESSIONS AND IRREGULARITIES.
0) SOW SEED WITH ADEQUATE EQUIPMENT AT A TIME WHEN LITTLE OR NO WIND IS BLOWING.
BROADCAST HALF OF SEED IN ONE DIRECTION AND THE OTHER HALF IN THE OPPOSITE DIRECTION Z
RIGHT ANGLES).
) COVER SEED TO A DEPTH OF %* BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF STRAW
R HAY MULCH AT A RATE OF 1 TO 1 % TONS PER ACRE- APPLY TACKIFIER TO STABILIZE MULCH. 'Q
2) HYDROSEEDING IS ACCEPTABLE METHOD OF SEEDING. C4
3) KEEP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED. >1
) RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN E2
..;,CEPTABLE STAID OF GRASS IS ASSURED. ^ � Q
) ALL LAWNS SHALL BE GUARANTEED TO FIVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT W V
ND OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY a
INN AREA. ANY AREA SO NOTED WILL BE REWORKED UNTIL AN ACCEPTABLE STAND OF GRASS IS O
STABLISHED.
) ALL LAWNS TO BE UWAI ED UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT LESS �' Z
FLAN 60 DAYS FROM TIME OF INSTALLATION. MAINTENANCE TO INCLUDE WATERING, WEEDING, W Z
LTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER .
TABUSFWENT OF LAWN.
—WARNING —
THIS PLAN TO BE USED FOR
EROSION CONTROL PURPOSES ONLY.
-CAUTl9N.11
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHONN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO. MANHOLES, INLETS,
VALVES. AND MARKS MADE UPON THE GROUND BY OTHER) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
ExISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS 01: SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANT AND ALL CONSTRUCTION
PLEASE CALL 'HOLEY MOL.EY'
1 -800- 382 -5544
TOLL FREE
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11, I ALLAN H. WEIHE P.E. 8827
I OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. '1
) ROLL THE TOPSOIL WITH A WATER BALLAST ROLLER WEIGHING 100 TO 300 POUNDS DEPENDING ON M It-
SOIL TYPE. ROLL WITH TOPSOIL IN A SEMI -DRY CONDITION IN TWO OPPOSITE DIRECTIONS (RIGHT �
ANGLES).
RAKE OR SCARIFY AND CUT OR FILL IRREGULARITIES THAT DEVELOP AS REOLHRED AND AGAIN ROLL .
UNTIL AREA IS TRUE AND UNIFORM, FREE FROM LUMPS. DEPRESSIONS AND IRREGULARITIES.
0) SOW SEED WITH ADEQUATE EQUIPMENT AT A TIME WHEN LITTLE OR NO WIND IS BLOWING.
BROADCAST HALF OF SEED IN ONE DIRECTION AND THE OTHER HALF IN THE OPPOSITE DIRECTION Z
RIGHT ANGLES).
) COVER SEED TO A DEPTH OF %* BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF STRAW
R HAY MULCH AT A RATE OF 1 TO 1 % TONS PER ACRE- APPLY TACKIFIER TO STABILIZE MULCH. 'Q
2) HYDROSEEDING IS ACCEPTABLE METHOD OF SEEDING. C4
3) KEEP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED. >1
) RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN E2
..;,CEPTABLE STAID OF GRASS IS ASSURED. ^ � Q
) ALL LAWNS SHALL BE GUARANTEED TO FIVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT W V
ND OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY a
INN AREA. ANY AREA SO NOTED WILL BE REWORKED UNTIL AN ACCEPTABLE STAND OF GRASS IS O
STABLISHED.
) ALL LAWNS TO BE UWAI ED UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT LESS �' Z
FLAN 60 DAYS FROM TIME OF INSTALLATION. MAINTENANCE TO INCLUDE WATERING, WEEDING, W Z
LTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER .
TABUSFWENT OF LAWN.
—WARNING —
THIS PLAN TO BE USED FOR
EROSION CONTROL PURPOSES ONLY.
-CAUTl9N.11
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHONN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO. MANHOLES, INLETS,
VALVES. AND MARKS MADE UPON THE GROUND BY OTHER) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
ExISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS 01: SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANT AND ALL CONSTRUCTION
PLEASE CALL 'HOLEY MOL.EY'
1 -800- 382 -5544
TOLL FREE
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—WARNING —
THIS PLAN TO BE USED FOR
EROSION CONTROL PURPOSES ONLY.
-CAUTl9N.11
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHONN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO. MANHOLES, INLETS,
VALVES. AND MARKS MADE UPON THE GROUND BY OTHER) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
ExISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS 01: SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANT AND ALL CONSTRUCTION
PLEASE CALL 'HOLEY MOL.EY'
1 -800- 382 -5544
TOLL FREE
Gib o
t v
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O o x
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O V 5`
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