SW6240102_Plansheet - Misc. Detail_20240820

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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'/ �
www.4D site solutions.com
FROM BUILDING �FG�F�� PARK NG SIGN ACCESSIBLEO O TREATED WOOD1"x6" CEDAR R
1/8" PER FOOT '9�� VERTICALS ON
STANDARD PARKING 1:12 MAX
2"x4" NAILERS
SPACE STRIPING SLOPE
DUMPSTER DUMPSTER
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4"x4" TREATED 02 4 -
4"x4" TREATED WOOD WD. POSTS
IN_
POSTS @ 6'-0" OC MAX. I G I NE .•'
SLOPE CONCRETE 1"x6" CEDAR OR TREATED N
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SIDEWALK AWAY WOOD VERTICAL BOARDS !,
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FROM BUILDING :12 MAX U O��v��7
�F�, 1/8" PER FOOT SLOPE
F2T 2"x4" TREATED WOOD
HORIZONTAL NAILERS
POSTS FOREL REVISIONS
GATE
ACCESS AISLE
SLOPE O �'�p2C' SIDEWALK CONC. FINISHED GRADE VARIES
AWAY FROM HYDRAULIC GREASE
BUILDING 1/8'I FITTING TO BE
PER FOOT _ _ -, __ -_ _ ACCESSIBLE FOR
MAINTENANCE
8"x8'x STL. GUSSET PLATE
7-1/4" O.D. HINGE
6" LONG (INSIDE1WELDOC�L3> ALL OC ALCORNERS
AROUND
1"x6"xj" TO HINGE
1 11-
1 -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 &
LK 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'[1.22M] 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 3.00'[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] • �1 2.00'[0.61 M]
W W W 41 •
W v v W v • 4.00'[1.22M] • • 4.00'[1.22M]
3B ^ ^ W .W.W.. . . .�.W W • • • • TOP OF SILT FENCE
�\ W 4.00'[1.22M] 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. 1.7 STAPLES PER SQ.YD.
------------------------------------ -----------------------
(1.5 STAPLES PER SQ.M) (2.0 STAPLES PER S0. M) CLIENT(1.5 STAPLES PER SO.M) (2.0 STAPLES PER SQ.M) ---------------------------'-------- -------------'---------------------
--------------------------""" r
---------------------- ^ ^ ^^ --------------- -------=
® 18" MINIMUM
-------------------- -- ---------------------- I
-------------------- -------------------------------- � L � EIGHT OF STONE
\� H
1.50'0.46M 1.50'0.46M
5 3.00'[0.91 M] • [ ] 3.00'[0.91 M] • • [ ] 1.50'[0.46M] 1.50'[0.46M] -
3.00'0.91 M 3.00'0.91 M
is �
I I I
I
I
I - I
I -
- I
I I
- -I - I 2.00'0.61M • • • • • • - I I I �I -
I - I
-I I I ..
I 1 II
I
I �I I I
---""�"_"------_= 2.00'0.61 M - � I ICI I I
-I l ] - -III-1 I -�
-----------------------------
III _
-III III_
RHETSON
-----------------------------------
----------------------------- ------------------------------------ COMPANIES INC.
4.00'[1.22M] 1.00'[0.30M] • • • • • • •
• • 4.00'[1.22M] 1.00'[0.30M]
• • • 2.00'0s1M] BURY WIRE FENCE,
[
4.a0'[1.22M] • • • • • • • FILTER FABRIC
• • • • III IIIAND HARDWARE
• • FRONT VIEW
• • • CLOTH IN TRENCH
------------------------------------- -------------------------------------------
STEEL FENCE POST
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 SO.YD. 3.6 STAPLES PER SO.YD.
NTS NTS MIN. 18" INTO SOLID NTS
(4.1 STAPLES PER SO.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. GABION SPECIFICATIONS
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 MATERIAL
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE GABIONS SHALL BE MADE OF WELDED STEEL WIRE MESH OF A
i BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. NOMINAL SIZE OF 3"X 3".THE WELDED STEEL WIRE SHALL BE PVC PROJECT INFORMATION
a BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) COATED IN ALL APPLICATIONS PERTAINING TO THE GABION.
N PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF DIMENSIONS
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET. GABIONS SHALL BE BUILT IN VARIOUS LENGTHS AND HEIGHTS.THE
0 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE LENGTH SHALL BE IN MULTIPLES
DESIGNED BY: SCOTT
N AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES OF THE WIDTH.THE WIDTH SHALL NOT BE LESS THAN 3'.DIMENSIONS
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM' , STAPLES STAKES FOR HEIGHTS,WIDTHS AND LENGTHS ARE SUBJECT THE APPLICATION DRAWN BY: SCOTT
°J / AND PURPOSE.IF THE LENGTH IS INCREASED BY A MULTIPLE OF THE
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. WIDTH THE BASKET SHALL HAVE A WIRE WALL DIAPHRAGM SEWN INTO
uj
0 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ITS INTERIOR TO MAINTAIN THE SHAPE OF THE BASKET. CHECKED BY: CHRIS
ON BLANKET TYPE. FABRICATION
PROJECT NUMBER: 2019
• 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END SHINGLE STYLE WITH AN APPROXIMATE LIDS,GABIONS SHALL BE FABRICATED IN SUCH AWAY THAT THE BASE,SIDES,
a' ( ) LIDS,ENDS,AND DIAPHRAGMS CAN BE ASSEMBLED AT THE
a 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE CONSTRUCTION SITE INTO A RECTANGULAR UNIT OF THE SPECIFIED
C(0 BLANKET WIDTH. SIZE.THE LID SHALL BE A SEPARATE UNIT OF THE SAME MESH AND
rnuj NOTE: WIRE SPECIFICATIONS AS THE BODY.THE WELD SHEAR STRENGTH DRAWING SCALE
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO SHALL COMPLY WITH ASTM A-185-90A.WHERE THE LENGTH OF THE
PROPERLY SECURE THE BLANKETS. GABION EXCEEDS ITS WIDTH,THE GABION SHALL BE DIVIDED BY
N DIAPHRAGMS INTO CELLS OF EQUAL LENGTH.THE WIRE MESH SHALL
(7 BE MADE OF GALVANIZED STEEL WIRE HAVING A MINIMUM DIAMETER NOT TO SCALE
OF 3 MM. ALL WIRE USED IN THE FABRICATION OF THE GABION AND IN
'p THE WIRING OPERATIONS SHALL CONFORM TO US FEDERAL
J SPECIFICATION QQ-W-461 H AND POSSESS A SOFT TENSILE STRENGTH
WITH A CLASS 3 FINISH 5 ZINC COATING IN ACCORDANCE WITH ASTM
A-641.PREFORMED STEEL WIRE SPIRAL BINDERS WITH A 3" PITCH ARE
USED TO ASSEMBLE AND INTERCONNECT EMPTY GABIONS AND SHALL DATE RELEASED
c MEET THE SAME SPECIFICATION AS THE WIRE USED IN THE MESH.
MAINTENANCE:
`m GABION INSPECTION AND MAINTENANCE AFTER ASSEMBLY,THE INDIVIDUAL GABION UNITS ARE
o INTERCONNECTED USING THE SAME WIRE AND THE CONNECTION AUGUST 20, 2024
a
GABIONS REQUIRE LITTLE MAINTENANCE.GABIONS CAN REMAIN AS SHOULD BE MADE NO LESS THAN EVERY 6"ALONG THE PERIMETER.
1.INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
2.IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET. PERMANENT STRUCTURES AFTER CONSTRUCTION PHASES ARE THEY SHOULD THEN FILLED WITH CLEAN,HARD STONE FROM 4"-8"IN
COMPLETE. DIAMETER.THE LIDS ARE THEN CLOSED AND JOINED THE TOP
3.IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS,THE BLANKET
� INSPECT REGULARLY AND AFTER STORM EVENTS EDGES OF THE INDIVIDUAL GABIONS AND DIAPHRAGMS.
THE USE OF
> SHOULD BE REMOVED AND THE AREA RESEEDED.AFTER RESEEDING,THE BLANKET SHOULD BE INSPECT FOR UNDERCUTTING AND OTHER SIGNS OF STABILITY EXPEDIENT CLIPS OR HOG RINGS FOR THIS PURPOSE IS NOT
o REINSTALLED. • INSPECT WIRE BASKETS AND MATTRESSES FOR SIGNS OF PERMITTED. SHEET NUMBER
DEGRADATION,RUST AND BREAKAGE.
REPAIR OR REPLACE IMMEDIATELY TO MAINTAIN ENGINEERED IF PROPERLY CONSTRUCTED,THE LIDS AND PANELS SHOULD MEET
PERFORMANCE STANDARDS. CLOSELY WITHOUT GAPS AND THAT THE TIES PROVIDE A TIGHT JOINT
NTS AT ALL PANELS AND DIAPHRAGMS. NTS
- 601
C
(6
Q
E
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3 EROSION CONTROL BLANKET INSTALLATION 7 GABION BAFFLE