SW4230101_Plansheet - C5.3 Site Detail_20230526

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X X N� 274 DIMENSIONS FOR DROP INLET .•``�1�1 GAR0�•.0
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T T DIMEN I N F B X PIPE
(10)-3/8" DIA. WELDED t f PIPE SPAN WIDTH HEIGHT
STUD ANCHORS 8" LG. HEEL PROOF IRON L
(IGGY"ANCHORS D A B H SLOTTED TRENCH GRATE z 7$ ?
PIGGYBACK=8") � -
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12" 3'-0" 2'-0" 2'-8" SLOPE 12" SAWCUT FOR CLEAN ,��'.;, tC"' """ F •�.•`��`
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Y WEEP 29Y2 15" 3'-0" APRON CO 0 EDGE. ADD JOINT FILLER. rr�r ar�n i���a`•�
DOWN APRON
PLAN HOLES PLAN 27� 18 Y-5" PAVEMENT 2 0 PAVEMENT
W/GRATE & FRAME REMOVED
SHOWING POSITION OF BOLTS 24" 4'-0"
30" 3'-0" 2'-0" 4'-3" 10" THICK 4,000-PSI
z5^" CONCRETE OVER 4"ABC STONE
30" CURB INLET WITH "H" VALUES CROSS SECTION o
(HEIGHT) LESS THAN MINIMUM
SHOWN IN CHART SHALL HAVE SHOP SLOPE 12" `V E
DRAWINGS DESIGNED AND SEALED APRON CONC STANDARD METAL =U-i z U .
POSTS 2'-0" IN 2 3
BY PROFESSIONAL ENGINEER DOWN APRON [ a, 3
3/8"DIA.x 8"LG. WELDED MEETING SPEC SECTION 33 40 00 PAVEMENT 2�_ LEVEL TOP ELEV= B A PAVEM I GROUND Q w
PIGGYBACK STUD REQUIREMENTS. THESE c- c! N
4-o _� 10"THICK 4,000-PSI a z
3'-0" ANCHORS N STRUCTURES CAN BE CONCRETE 1.0%BOTTOM SLOPE ~
CONCRETE OVER 4" w U. N rn O
I 39 8" AND/OR MASONRY DESIGN -� 1' MIN.3 GALVANIZED o
3 OR
3„ 3„ N� DEPTH ABC STONE HARDWARE
6" o A 6" DIMENSIONS FOR CHANNELS ADD ADAPTERS AS NECESSARY _ _ � J x
o B TO ACCOMMODATE PIPE SIZE - WIRE EXTENDS z W .� x u
6„ 6" R��o OF a a -a QLu
_ o NO. SIZE LENGTH TOTAL - _ THE BOX o o " 0
&GRATE0.16 FRAME LIN. FT. SEE PLAN FOR PROFILE ' z
M 03 _ PIPE SIZEe�(g O
2 3 x4.1" 4-0 8'-0 INV OUT= 0 - �$ � Q>0 ~ o °'• >
2 3 x4.1 2 6 5 0 � w
41 j„ SLOPE 12 - - - -�` `} 1 o ----
DOWEL APRON CONC - -,d �r ao _ 'n M
O SEE NOTE #2 3958 DOWN A APRON $ �� 0`0� _ _ _ - _ Lu
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SECTION-XX
SECTION-YY 2% PAVEMENT - - �°�.. -R. .o.� COo.
PAVEMENT �_ LEVEL TOP ELEV= B
3 1.0%BOTTOM SLOPE 10"THICK 4,000-PSI
3��., CONCRETE OVER 4" _
#4 BAR 1 MIN. �- 1' MIN. ABC STONE p
42" DEPTH DEPTH =
ADD ADAPTERS AS NECESSARY #57 WASHED STONE PLACED TO A
TO ACCOMMODATE PIPE SIZE HEIGHT OF 12"-18" MINIMUM 0
6" SEE PLAN FOR PIPE SIZE ABOVE THE TOP OF BOX
GRATE SECTIONS GRATE PLAN INV OUT- © NOTE: o
DOWEL 1. INSPECT INLET PROTECTION AND REMOVE SEDIMENT
FRAME & GRATE SHALL BE ADA COMPLIANT AFTER EACH RAIN EVENT. GRAVEL SHOULD BE w
NOTES: (V-5660-80 BY EJIW OR APPROVED EQUAL)
REPLACED AND REPAIRS MADE AS NEEDED. Q p
1. 3,000-PSI CONCRETE TO BE USED THROUGHOUT. z
2. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT 12" CENTER, AS DIRECTED BY THE DESIGNER. PROFILE o
cn DATE
3. TWO 2" PIPE WEEP HOLES TO BE PLACED AS DIRECTED BY DESIGNER. TRENCH A B C TRENCH > 05/23/2023
4. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. DRAIN NO. GRATE WIDTH o
5. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE AS SHOWN ON NCDOT STANDARD 840.00. TD - 1 11.97-LF SEE PLANS ELEV 641.75' 4" DRAWN BY
TD-#
6. A STONE DRAIN CONSISTING OF 1 CUBIC FOOT OF NO. 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT EACH WEEP HOLE. TD - 2 9.24-LF SEE PLANS ELEV 641.50' 4" LMB
7. ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 15" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH NCDOT STANDARD 840.66. THE FIRST STEP SHALL BE
24" BELOW RIM OF GRATE. DESIGNED BY
8. ALL GRATES IN SIDEWALK AREAS SHALL BE ADA COMPLIANT. V-5660-80 BY EAST JORDAN IRON WORKS OR APPROVED EQUAL. • GWF
9. INLETS MAY BE CONSTRUCTED OF BLOCK AND MORTAR IN LIEU OF PRE-CAST CONCRETE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. •
• CHECKED BY
• GWF
• • SCALE
O1 CONCRETE DROP INLET N.T.S. O2 TRENCH DRAIN N.T.S. O3 YARD INLET PROTECTION N.T.S. • AS SHOWN
•
•
WOODEN STAKE WITH WATTLE
ANCHORED TO THE TOP 12" DIAMETER STRAW FILLED WATTLE
FILTER FABRIC NOTES:
OR DITCH LINER DITCHLINE 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
50' MIN.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE
BUT SUFFICIENT TO KEEP MUD IS NOT REMOVED BY THE VEHICLE TRAVELING OVER
SEDIMENT ON SITE THE STONE, THEN THE TIRES OF THE VEHICLES MUST BE J
X\j��j �'�A ,- WASHED BEFORE ENTERING THE PUBLIC ROAD.
TOP ELEV. OF STORMWATER 1/2 1 Ln 0
-
\\. � 2"-3" STONE TO BE USED 25' OR WIDTH OF 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD >
12"- #57 WASHED STONE Q ROADWAY BAL AST EXISTINGTONE OR RAILROAD PROPOSED CHEVER IS STREET, OR SEDIMENT FROM LEAVING CONSTRUCTION SITE. Ocn
�\\,�\���� j��j/� / //•/j��//\�/�\���\�/�\�/�\�/�\\\\'\\�\� o MAX> � cu
GREATER. ENTRANCE WILL REQUIRE PERIODIC REMOVAL OF 3
SEDIMENT-LADEN STONE AND REPLACEMENT WITH FRESH N
EXISTING SLOPE /'�//�\/�\/�\/�\\�\//\//\/ STONE. L n 0
\r\\i\\/\\
VARIES CLASS 1 PLAN VIEW
RIP RAP
SIDE VIEW ULn
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PROFILE VIEW O
DESIGN OF SPILLWAYS NOTES: Z 0�
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DRAINAGE AREA MIN. WEIR LENGTH HEIGHT AND WIDTH DETERMINED BY
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(ACRES) (FT) EXISTING TOPOGRAPHY AND N c
4 SEDIMENT STORAGE REQUIRED. z
12 2 .0 DIAMETER STRAW FILLED WATTLE Lf
3 8.0 KEY RIP RAP INTO THE DAM O
WOODEN STAKE FASTENED TO WOODEN STAKE BY NAIL OR NEW CONSTRUCTION z ~
4 10.0 FOR STABILIZATION. 35 MIN. 15 MIN. LL] L7 co
STAPLE 5 12.0 EXISTING ROADWAY z z Q
DITCHLINE J 11 1 W .2
FILTER FABRIC 6" MIN \\\\\\\\� 12 MIN. Q m c
°m \\\\ ! \i /\\\�/ "No U'-)OR DITCH LINER FLOW w ' a
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FABRIC UNDER STONE O J U o
6" COVER EXISTING SLOPE2 co
CROSS SECTION W z O) z
STEP SEQUENCE Q o
EXISTING SLOPE 15 MIN. NEW CONSTRUCTION
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S 8" FABRIC STAPLE
35 MIN. co '6
cn EXISTING
N 18 1811
/\\/ VARIES / /�\\/�\ ROADWAY 12" MIN. c N
O 6" MIN
�\ . :..:.....:...... 1/2 1 // MAINTENANCE NOTES: ��j��j��j\/ \\% z
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a CROSS SECTION cn \ KEYED RIP RAP /�./�. ENTRANCE GRADE
//. 1. INSPECT CHECK PROTECTION WEEKLY AND GREATER
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\ i FABRIC UNDER STONE a)
Q \ \\/ :: :.. ..:.: ::: ::: ::: ::: ::::::: �j AFTER g RAINFALL EVENT AND REPAIR 6" TO 8" STONE RIDGE THAN 2% o La'
> #5 WASHED STONE IMMEDIATELY. REMOVE SEDIMENT STRAW,
LIMBS OR OTHER DEBRIS THAT COULD CLOG
0
w o w
o THE CHANNEL WHEN NEEDED.
MAINTENANCE NOTES: 2. IMMEDIATELY CORRECT ANY DAMAGE 0 Y
NOTES: FRONT ONT VIEW
M 1. WATTLES SHALL BE FILLED WITH STRAW OR OTHER APPROVED 1. INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT CAUSED BY SUBMERGED AND DEPOSITION cn
MATERIAL. RAINFALL EVENT (1/2 INCH OR GREATER). ABOVE THE CHECK DAM AND FROM HIGH o
2. SPACING FOR WATTLES SHALL BE AS SHOWN ON EROSION 2. REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST FLOWS AROUND THE EDGES. � 2
CONTROL PLAN. SOCK MUST BE REPLACED IF CLOGGED OR TORN. 3. REMOVE SEDIMENT ACCUMULATED BEHIND
THE DAMS AS NEEDED TO PREVENT DAMAGE MAINTENANCE U) 0
CD 3. STAKE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 3. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE � o
4. THE SOCK SHALL BE PRODUCED FROM A 5 MIL THICK TO CHANNEL VEGETATION, ALLOW THE MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. CHANNEL TO DRAINTHROUGH THE STONE LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 0 @
CONTINUOUS POLYPROPYLENE, WOVEN INTO A TUBULAR MESH -0 m
NETTING MATERIAL, WITH OPENINGS IN THE KNITTED MESH OF 4. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR CHECK DAM, AND PREVENT LARGE FLOWS TWO-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP 0
U) DISLODGED. FROM CARRYING SEDIMENT OVER THE DAM. SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE �
w� 1/8"TO 3/8" OPENINGS. ADD STONES TO DAMS AS NEEDED TO MATERIALS SPILLED WASHED OR TRACKED ONTO PUBLIC ROADWAYS. o E
0 5. HARDWOOD 2"x2" STAKES SHALL BE DRIVEN THROUGH CENTER 5. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND , , JOB NO.
=i OF COMPOST SOCK AT 4' O.C. MAXIMUM SPACING ANGLED UP DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE MAINTAIN DESIGN HEIGHT AND CROSS
w SLOPE. HAS BEEN PERMANENTLY STABILIZED. SECTION.
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O4 TEMPORARY WATTLE N.T.S. 5O CHECK DAM N.T.S. O6 GRAVEL CONSTRUCTION ENTRANCE N.T.S. C5.3
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