60-95 Large Plans Butt Homestead Trust

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DATE: DEC. 19. 1994
DRAWN BY: ERE
CHK'D. BY: RSJ
JOB NO. 94183
SCALE:
HORIZ.
VERT. N/A
DWG. NO.
1
SHEET OF

NORMAL WATER LINE
0.00
0
0
PROPOSED RIP RAP BULKHEAD (TYP)
i
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TING I GR UND (T
)
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NORMAL WATER LINE
16
12
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LtATZIY A7JV
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SECT10N E
PROPOSED RIP RAP BULKHEAD (TYP)
-- -
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SECTION F
SECTION G
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NOTES:
DEBRIS, LOGS, ETC. TO BE REMOVED
ONLY IN AREA OF RIP RAP BULKHEAD
AND ACCESS FOR CONSTRUCTION.
TOTAL DISTURBED AREA= 40,000 sq. `t.
REPAIR SERVICE DRIVES, INSTALL SILT FENCE
AND SEDIMENTATION CONTROL DEVICES AS
REQUIRED.
�- VARIABLE AS DIRECTED --a
BY THE ENGINEER (10' MAX)
MIN 10 GA.
LINE WIRES
GENERA(_ NO1ES:
FENCE FABRIC SHALL BE MINIMUM 32" !N WIDTH AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES W/12" STAY
SPACING.
BURLAP SHALL BE 7-1/2 OZ WEIGHT AND A MINIMUM
OF 32" IN WIDTH. BURLAP SHALL BE FASTENED
ADEQUATELY TO THE FABRIC AS DIRECTED BY THE
ENGINEER. MIRAFI 140 OR EQUIVALENT MAY ALSO MAY BE
USED.
STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF
THE SELF -FASTENER ANGLE STEEL TYPE.
WOOD POSTS SHALL BE 6 TO 7 FEET lr� HEIGHT AND
3-4 INCHES IN DIAMETER. WIRE FABRIC SHALL BE
FASTENED TO WOODEN POST WITH NOT LESS THAN 9
WIRE STAPLES 1-1/2" LONG.
TEMPORARY SILT FEI`ICE
rr)
MIN 12-1/2 GA.
INTERMEDIATE WIRES
i
NOTE:
HAYBALES WILL NOT BE AN ACCEPTABLE
ALTERNATE TO SILT FENCING.
STEEL OR WOOD POST
,- WIRE FABRIC
BURLAP
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GROUND LINE
ANCHOR BURLAP
SKIRT 12" -18"
CONSTRUCTION SEQUENCE
1. OBTAIN GRADING PERMIT. (IF REQUIRED)
2. INSTALL SILT FENCING, CLEAR ONLY AS REQUIRED
TO ACCESS THE WORK AREA.
3. CALL 946-6481
FOR ON —SITE INSPECTION BY CONSERVATION INSPECTOR.
4. MAINTAIN DEVICES AS NEEDED. GRADE SITE AND PLACE
FINAL COVER EACH WORK DAY IN THE FILL AREA.
5. INSTALL RIP RAP BULKHEAD
6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION,
RIP RAP
7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY,
CALL FOR INSPECTION BY CONSERVATION INSPECTOR.
8. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT
BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS.
9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION
BY CONSERVATION INSPECTOR.
SEEDBED PREPARATION
REMOVE AFL BL
LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONAY SMOOTH AND UNIFORM.
2. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL (SEE BELOW*).
3. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
4. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
5. MULCH 'MMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
6. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER
60 PERCENT DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
7. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE
FERTILIZER - 10-10-10 ANALYSIS AT 800-1,000 LBS./ACRE
SUPERPHOSPHATE - 500 LBS./ACRE OF 20 PERCENT ANALYSIS
SUPERPHOSPHATE
MULCH - 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW/ACRE
ANCHOR - TACK WITH LIQUID ASPHALT AT 400 GALLONS/ACRE OR
EMULSIFIED ASPHALT AT 300 GALLONS/ACRE
SEED - HULLED BERMUDA GRASS AT 0.5 POUNDS/1000 sq. ft.
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DATE: DEC. 19, 1994
DRAWN BY: ERF
CHK'D. BY: RSA
JOB NO. 94183-3
SCALE:
HORiZ. 1"=30'
VE RT. 1 "=-10'
DWG. NO.
3
SHEET-3—OF

END RIP RAP BULKHEAD AT P/L
TEMPORARY SILT FENCE
® TOE OF SLOPE
(SEE DETAIL- SHEET 3)
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rURB EXISTING
Top S 7-,
OF SLOP _ E 7REE5
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NORMAL WATER L
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mononccn DID RAP RIII KNFt,n (TYP)
SECTION A
SLOPE BACKSLOPE ® 2:1
DO NOT DISTURB EXISTING
STABLE TREES; VARY BACK
SLOPE OR TOE LOCATION
TO MAINTAIN STABILITY OF
EXISTING TREES
PROPOSED RIP RAP BULKHEAD (TYP)
NORMAL WATER LINE
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5' (TYP)
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NORMAL WATER LINE �\
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SECTION B
PROPOSED RIP RAP BULKHEAD (TYP)
nnnnncn RIP RAP BULKHEAD (TYP)
0+00
r
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NOTE:
RIP RAP TO BE NO HIGHER
THAN NATURAL GROUND
® DRAINAGE POINT
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5
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NOTES:
EXCESS MATERIAL TO BE SPREAD ON OPEN FIELD LAND 300' MORE OR LESS SOUTH OF THE RIVER
TOTAL EXCAVATION FROM RIVER BOTTOM IS ESTIMATED TO BE 240 C.Y.
ALL WORK BETWEEN POINTS "A" AND -B- (THIS SHEET) TO BE SCHEDULED SO ALL FILL DIRT PLACED
WILL BE CAPPED WITH FABRIC AND RIP RAP 6� THE END OF EACH DAY.
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SECTION C
RIP RAP TO BE NO
HIGHER THAN NATURAL
GROUND A DRAINAGE POINT
7--
5' (TYP)-
7' (TYP)
Y
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SECTION D
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CLASS II GRANITE
RIP RAP (TYP)
1
2
F- - 10, (TYP) - -�
--- - 12' (TYP) —
EXISTING GROUND
!NSTALIL A DIVERSION
SWALE AS REQUIRED
TO PREVENT OFF SITE
RUNOFF TO THE
GRADED SLOPE.
TREVIRA 1125 OR
MIFIFI 140N OR EQUAL
NON —WOVEN FABRIC
TYPICAL RIP RAP BULKHEAD DETAIL
(NEAR SECTION "A")
CLASS II GRANITE
RIP RAP (TYP)
EXISTING GROUND
I
TREVIRA 1125 OR
--� MIFIFI 140N OR EQUAL
NON -WOVEN FABRIC
TYPICAL RIP RAP BULKHEAD DETAIL
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DATE: DEC. 19, 1994
DRAWN BY: ERE
CHK'D. BY: RSJ._
JOB NO. 94183-2
SCALE:
HORIZ. 1„=3C'
VERT. 1 "=10'
DWG. NO.
2
SHEET OF