SW6240102_Plansheet - Misc. Detail_20240507 (2)

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BOLLARDS solutions
civil engineering I land surveying
SLOPE CONCRETE <� 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
O office 1910-426-6777 fax [phone] license number I C-2354
SIDEWALK AWAY cS'/
ww.4D site solutions.com
FROM BUILDING �FG�F�� PARK NG SIGN ACCESSIBLEO O1"x6" CEDAR w
TREATED WOODR
1/8" PER FOOT '9�� VERTICALS ON
STANDARD PARKING 1:12 MAX
2"x4" NAILERS
SPACE STRIPING SLOPE
DUMPSTER DUMPSTER
CARO �vl
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?_p e /pr�.;•`9
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•Q SEA '
4"x4" TREATED 02 4 -
4"x4" TREATED WOOD WD. POSTS
POSTS @ 6'-0" OC MAX. G I NE .•' ���
SLOPE CONCRETE 1%6" CEDAR OR TREATED N._
��plll IIIIB�
TT
1:12 MAX
SIDEWALK AWAY WOOD VERTICAL BOARDS '1
p FROM BUILDING U.[/� v 6 -��
1/8" PER FOOT SLOPE
F2T 2"x4" TREATED WOOD
HORIZONTAL NAILERS
POSTS FOREL REVISIONS
GATE
ACCESS AISLE
SLOPE SIDEWALK CONIC. FINISHED GRADE VARIES
AWAY FROM HYDRAULIC GREASE
BUILDING 1/8" FITTING TO BE
PER FOOT _ _ -, __ -_ _ ACCESSIBLE FOR
III III;III I I-I I-I I MAINTENANCE
_ 8"x8'x:::"a STL. GUSSET PLATE
• I I-I I-I 7-1/4" O.D. HINGE
6" LONG (INSIDE1WELDOC�L3> ALL OC ALCORNERS
AROUND
1"x6"xj" TO HINGE
I I I-
-1 & GATE
12" DIA. HOLE FILLED
BOLLARD, _ -III II W/ CONCRETE
PAINTED YELLOW �,I�I,�,�,�,-,�,
6" NOM. I.D. GATE POST
GATE FRAME FILLED W/ CONCRETE &
S ROUNDED TOP
3"x 7-1/4' O.D. TUBE
COLLAR - WELD TO
POST
GRADE
2"x2"x J" STEEL TUBE GATE PROJECT NAME
FRAME W/ WELDED JOINTS **ADD HEAVY DUTY CASTERS
TO THE GATES
2 CANE BOLTS
1"x6" CEDAR OR TREATED WOOD RAEFORD
VERTICAL BOARDS W/ I" MIN. GAP.
NOTE: 12" DIA. HOLE FILLED SCREW TO FRAME W/ GALVANIZED
1. PAINT ALL GATE FRAMES AND PIPES W/ CONCRETE OR STAINLESS STL. SCREWS
2. ADD HEAVY DUTY CASTERS TO THE GATES VASS ROAD
NTS NTS
DOLLAR
1 HANDICAP RAMP 2 DUMPSTER ENCLOSURE
GENERAL
® NOTES:
® 4.00'[1.22M] � 1.INSTALL SILT FENCE PER STD.SILT FENCE DETAIL.
4.00'[1.22M] 2.LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE BARRIER. STEEL FENCE POST
s.00'[2.44M] • • 3.PLACE RIP RAP WITH CARE.DO NOT TEAR SILT FENCE FABRIC. WIRE FENCE
TRM INSTALLATION 8.00-[2144M] -I
L z.a0'[0s1M] 2.00'[0.61M] HARDWARE CLOTH
• MAINTENANCE NOTES: FILTER OF 1" DIAMETER
12 4.a0'[1.zzM] a.00'[1.22M] WASHED STONE SITE & EROSION
" 1.REMOVE THE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
• • • ADEQUATE VOLUME FOR THE NEXT RAIN AND TO REDUCE 3' FILTER FABRIC
0.7 STAPLES PER SQ.YD. 0 0... srAPLEs PER sQ.v . PRESSURE ON THE FENCE/OUTLET.TAKE CARE TO AVOID ON GROUND CONTROL
3 STAPLES PER SQ.M))
(0.8 STAPLES PER SQ.M) UNDERMINING THE FENCE DURING CLEANOUT.REMOVE& _
6" REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED WITH
0,�� \� ® © ® © SEDIMENT.
2.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT FILTER
6" OF UPPER EDGE OF DETAILS
\�\ FILTER FABRIC IN TRENCH
T- 2.00'[0.61M] L 1.50'[0.46M] 2.00'[0.61MI 3.0o'[0.s1MI • • 1.50'10.46M) DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
o f O O a00'[1 zzM] • 3.00'[as1M] • 4.00'[1.22M] • • AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY SECTION VIEW
L 2.00'[0.61M] • •� • 2.00'[0.61M] STABILIZED.
. . .. . . . .. . . . . . . . 2.00[0.61 M] 2.00'[0.61 M]
W W W W v v W v • 4.00'[1.22M] • • 41 • 4.00'[1.22M]
3B ^ ^ W .W.W.. . . .�.W W • • • • TOP OF SILT FENCE
�\ W 4.00'[1.z2M] 4.00'[1.22M] • MUST BE AT LEAST 1' SILT FENCE
• • • ABOVE THE TOP OF
THE WASHED STONE 4' MIN.
1.3 STAPLES PER SQ.YD. 1.7 STAPLES PER SQ. YD.
-------------------
---------------------
"""""""""""""""""""""""
1.3 STAPLES PER SQ.YD. (2. STAPLES PER SQ.YD.
------------------------------------ ----------------------- CLIENT
(1.5 STAPLES PER SQ.M) (2.0 STAPLES PER S0. M) (1.5 STAPLES PER SQ.M) (2.0 STAPLES PER SQ.M) ---------------------------'-------- -------------'---------------------
3" ----------- ------- ----,-- --- -------- -- --- ---
3A
r ---- --_---_
^ ^ ^^ --------------- -------=
"---"---"---"---"---"---"---"---"---"---"---"---"---"---"---"---"---"---"---"--------------------- ------------------"--------------------
L
I�
- I II�I I
II I
I II I-II�
I I� II-
-18"1-
MINIIIM
I
UM
-------------------- HEIGHT OF STON
E" " " 1.50'[0.46M] 1.50'[0.46M]
RHETSON
3.00'[0.91M] • 3.00'[0.91 M 3.00'0.91 M • 1.50'[0.46M] 3.00'0.91 M 1.50'[0.46M]• 2.00'0.61M • • • �II
---" 2.00'l0.61 M]4.00'[1.22M] 1.00'[0.30M] • • • so • •
• • 4.00'[1.22M] 1.00'[0.30M] COMPANIES INC.
• • • 2.00'0s1M] BURY WIRE FENCE,
[
4.00'[1.zzM] • • • • • • • FILTER FABRIC
• • • • • • AND HARDWARE
• • FRONT VIEW
• • • STEEL FENCE POST CLOTH IN TRENCH
------------------------------------- -------------------------------------------
3.4 STAPLES PER SQ.YD. 3.6 STAPLES PER SQ.YD. SET MAX 2' APART
(4.1 STAPLES PER SQ.M) (4.3 STAPLES PER SQ.M) 3.4 STAPLES PER SQ.YD. 3.6 STAPLES PER SQ.YD.
NTS NTS MIN. 18" INTO SOLID NTS
(4.1 STAPLES PER SQ.M) (4.3 STAPLES PER SQ.M) GROUND
2075 Juniper Lake Road
4 STAPLE PATTERN FOR 4' ROLLS 5 STAPLE PATTERN FOR W ROLLS 6 SILT FENCE OUTLET West End, North Carolina27376
Phone: [phone]
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-0-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. PROJECT INFORMATION
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
In PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET. DESIGNED BY: SCOTT
0 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
N AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES DRAWN BY: SCOTT
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM'" , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
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M 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING CHECKED BY: CHRIS
ON BLANKET TYPE.
PROJECT NUMBER: 2019
3 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
a 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
BLANKET WIDTH.
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*IINTLOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO DRAWING SCALE
° PROPERLY SECURE THE BLANKETS.
CD
NOT TO SCALE
s
M
J_
U
DATE RELEASED
MAINTENANCE:
MAY 6, 2024
a 1.INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
2.IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.
3.IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS,THE BLANKET
> SHOULD BE REMOVED AND THE AREA RESEEDED.AFTER RESEEDING,THE BLANKET SHOULD BE
REINSTALLED. SHEET NUMBER
0
a
NTS
- 601
3 EROSION CONTROL BLANKET INSTALLATION