|
E
<br />Q.
<br />0
<br />0
<br />�r
<br />0
<br />N
<br />m
<br />L
<br />N
<br />0
<br />0
<br />J
<br />a
<br />w
<br />0
<br />i
<br />0
<br />c
<br />w
<br />c
<br />0
<br />c
<br />u
<br />a
<br />s
<br />C
<br />C
<br />C
<br />/
<br />r
<br />a
<br />C
<br />a
<br />c
<br />c
<br />C
<br />C
<br />C,
<br />C
<br />V
<br />c
<br />c
<br />a
<br />S
<br />IN
<br />8 �
<br />6"
<br />4, 51 „
<br />/22 Spaces (31 1
<br />FOOT INDEX No. 233
<br />V1
<br />(REINFORCE WITHIN LIMITS SHOWN,
<br />5 x 31 x 123 Bars 01"
<br />SECTION AA
<br />4' -10"
<br />o�
<br />II
<br />P-8
<br />12"
<br />12'
<br />�
<br />n_ n n
<br />-
<br />TYPE 'F' INLET
<br />8
<br />TOP EL = 88.4'
<br />1
<br />FOOT INDEX No. 233
<br />5' -0"
<br />B"
<br />I
<br />8"
<br />S -9
<br />TYPE 'F' INLET
<br />INV EL = 84,90' (187 W
<br />S -2
<br />e
<br />C IC
<br />1
<br />FOOT INDEX No. 233
<br />P -5
<br />18' RCP - 35 LF
<br />-10
<br />TOP EL = 88.5'
<br />S -1
<br />DPE 'F' INLET
<br />I
<br />A ��
<br />I
<br />� r
<br />1 A
<br />2"
<br />Ctrs.
<br />iNV EL = 84.85' (187 N
<br />L 1
<br />FOOT INDEX No. 200
<br />�
<br />#�
<br />I �
<br />e 12"
<br />�2,�
<br />rs
<br />11
<br />DIC
<br />iWEL =84.84'(187E
<br />F-1
<br />TYPE Or INLET
<br />ol
<br />lop
<br />TOP EL = 88.1'
<br />P-6
<br />18' RCP - 45 LF
<br />4 5 x31 x i6
<br />PLAN ,_ _f
<br />8
<br />INV EL = 84.92' (19' X 307 W
<br />STEEL GRATE
<br />5" Steel Decking, Weight 630 Lbs. Main Bars" N
<br />P-3
<br />19' X 30- ERCP - 85 LF
<br />intermediate Bar51i' Reticuline Ors
<br />j x
<br />�E 'F' INLET
<br />4' -10"
<br />Decking 4' -51"
<br />Lifting Loop
<br />TOP EL = 88.11'
<br />SEE EXTRA BASE DETAIL)
<br />7o I Edges To" Rad
<br />INV EL = 85,01' (187 SE
<br />FOOT INDEX No. 233
<br />TOP EL = 87.95'
<br />Eye Bolt
<br />'
<br />,
<br />Q
<br />ee Index 2
<br />INV EL = 84.75' (187 S
<br />INV EL = 84.75' (19' X 307 N
<br />_J
<br />Q
<br />19' X 30' ERCP N 142 LF
<br />S -i
<br />TYPE Or INLET
<br />2"
<br />C ,r0
<br />2r,
<br />V
<br />2"
<br />11 E v
<br />_
<br />2„ � q
<br />jy
<br />E E o
<br />Q •E
<br />c ai r-
<br />INV EL = 84.52' (19' X 307 N
<br />INV EL = 84.52' (19' X 30'7 S
<br />U ~ O
<br />-T-T--T
<br />I
<br />q
<br />c 30
<br />11
<br />h 11
<br />iNV EL = 84,52' (DUAL 19' X 307 W
<br />UUN
<br />CO
<br />iL =4 .........
<br />zF
<br />SECTION AA *4 Bars 12" Ctrs.
<br />SECTION 8B
<br />F.D.O.T. INDEX
<br />NO. 233
<br />TYPE "G" DROP INLET
<br />TYPE 'F" INLET
<br />FOOT INDEX No. 233
<br />N. T. S.
<br />IN
<br />Extra Base Required When This Dimension is Less
<br />Than 12" For Concrete Pipe, 15" For Corrugated Steel
<br />Pipe And 18" For Corrugated Aluminum Pipe And
<br />Corrugated Polyethylene Pipe; See Plan For Type Of
<br />Base.
<br />Bottom of Bose
<br />F Extra Base
<br />— +_ Material (See Plan)
<br />FRANGIBLE BASE
<br />F.D.O.T. INDEX NO. 205
<br />CROSS CULVERTS UNDER FLEXIBLE PAVEMENT
<br />EXTRA BASE DETAIL
<br />N. T. S.
<br />0
<br />w 2" Cl.
<br />h U
<br />I �
<br />6"
<br />�
<br />5' -4"
<br />5' -3"
<br />Tool Edges To Rod
<br />6"
<br />_
<br />I�
<br />FOOT INDEX No. 233
<br />V1
<br />(REINFORCE WITHIN LIMITS SHOWN,
<br />SECTION AA
<br />4' -10"
<br />o�
<br />II
<br />P-8
<br />12"
<br />12'
<br />�
<br />n_ n n
<br />-
<br />Extra Base Required When This Dimension is Less
<br />Than 12" For Concrete Pipe, 15" For Corrugated Steel
<br />Pipe And 18" For Corrugated Aluminum Pipe And
<br />Corrugated Polyethylene Pipe; See Plan For Type Of
<br />Base.
<br />Bottom of Bose
<br />F Extra Base
<br />— +_ Material (See Plan)
<br />FRANGIBLE BASE
<br />F.D.O.T. INDEX NO. 205
<br />CROSS CULVERTS UNDER FLEXIBLE PAVEMENT
<br />EXTRA BASE DETAIL
<br />N. T. S.
<br />0
<br />w 2" Cl.
<br />h U
<br />I �
<br />6"
<br />�
<br />5' -4"
<br />5' -3"
<br />Tool Edges To Rod
<br />6"
<br />_
<br />I�
<br />FOOT INDEX No. 233
<br />V1
<br />(REINFORCE WITHIN LIMITS SHOWN,
<br />SECTION AA
<br />1
<br />II
<br />P-8
<br />12"
<br />12'
<br />�
<br />n_ n n
<br />-
<br />TYPE 'F' INLET
<br />8
<br />TOP EL = 88.4'
<br />N
<br />©
<br />FOOT INDEX No. 233
<br />5' -0"
<br />DUAL 19' X 30' ERCP - 99 LF
<br />I
<br />8"
<br />S -9
<br />TYPE 'F' INLET
<br />INV EL = 84,90' (187 W
<br />S -2
<br />TYPE 'F' INLET
<br />INV` EL = 84,32' (67 E
<br />FOOT INDEX No. 233
<br />P -5
<br />18' RCP - 35 LF
<br />-10
<br />TOP EL = 88.5'
<br />S -1
<br />DPE 'F' INLET
<br />I
<br />INV EL = 85.18' (19' X 307 W
<br />INV EL = 85.18' (19' X 307 E
<br />I
<br />� r
<br />® 12"
<br />2"
<br />Ctrs.
<br />iNV EL = 84.85' (187 N
<br />p
<br />�
<br />FOOT INDEX No. 200
<br />�
<br />#�
<br />I �
<br />e 12"
<br />�2,�
<br />rs
<br />TOP EL = 88.3'
<br />INV EL = 64.84' (47
<br />N
<br />iWEL =84.84'(187E
<br />F-1
<br />TYPE Or INLET
<br />iNV EL = 84.84' (187 SW
<br />FOOT INDEX No. 233
<br />TOP EL = 88.1'
<br />P-6
<br />18' RCP - 45 LF
<br />INV EL = 84.92' (19' X 307 E
<br />INV EL = 84.92' (19' X 307 W
<br />P-3
<br />Extra Base Required When This Dimension is Less
<br />Than 12" For Concrete Pipe, 15" For Corrugated Steel
<br />Pipe And 18" For Corrugated Aluminum Pipe And
<br />Corrugated Polyethylene Pipe; See Plan For Type Of
<br />Base.
<br />Bottom of Bose
<br />F Extra Base
<br />— +_ Material (See Plan)
<br />FRANGIBLE BASE
<br />F.D.O.T. INDEX NO. 205
<br />CROSS CULVERTS UNDER FLEXIBLE PAVEMENT
<br />EXTRA BASE DETAIL
<br />N. T. S.
<br />0
<br />w 2" Cl.
<br />h U
<br />I �
<br />6"
<br />�
<br />5' -4"
<br />5' -3"
<br />Tool Edges To Rod
<br />6"
<br />_
<br />I�
<br />FOOT INDEX No. 233
<br />V1
<br />(REINFORCE WITHIN LIMITS SHOWN,
<br />SECTION AA
<br />1
<br />II
<br />P-8
<br />12"
<br />12'
<br />iNV EL = 85.29' (19' X 307 W
<br />S -5
<br />TYPE 'F' INLET
<br />8
<br />TOP EL = 88.4'
<br />N
<br />©
<br />FOOT INDEX No. 233
<br />5' -0"
<br />DUAL 19' X 30' ERCP - 99 LF
<br />P-9
<br />8"
<br />S -9
<br />TYPE 'F' INLET
<br />INV EL = 84,90' (187 W
<br />S -2
<br />TYPE 'F' INLET
<br />INV` EL = 84,32' (67 E
<br />FOOT INDEX No. 233
<br />P -5
<br />18' RCP - 35 LF
<br />-10
<br />TOP EL = 88.5'
<br />S -1
<br />DPE 'F' INLET
<br />I
<br />INV EL = 85.18' (19' X 307 W
<br />INV EL = 85.18' (19' X 307 E
<br />I
<br />� r
<br />® 12"
<br />2"
<br />Ctrs.
<br />iNV EL = 84.85' (187 N
<br />FOOT INDEX No. 200
<br />P -2
<br />19' X 30' ERCP - 245 LF
<br />TOP EL = 88.3'
<br />INV EL = 64.84' (47
<br />N
<br />iWEL =84.84'(187E
<br />F-1
<br />TYPE Or INLET
<br />iNV EL = 84.84' (187 SW
<br />FOOT INDEX No. 233
<br />��
<br />T
<br />Eye Bolt
<br />See index 201
<br />#4 Bars
<br />12" Ctrs.
<br />(14 Spaces o 2�')
<br />rc c,._.. - 3"
<br />I
<br />N
<br />r4.
<br />•C -1
<br />PLAN SECTION STEEL GRATE
<br />Steel Grating, Straight Bars 2'x j'
<br />Reticuline Bars 1;= x )'
<br />F.D.O.T. INDEX NO. 232
<br />TYPE "C" GRATE INLET
<br /><r
<br />Ri A
<br />M L
<br />5'-4-
<br />B I
<br />PLAN e
<br />4' -0„
<br />I
<br />Too/ Edges To � Radiu
<br />8�
<br />IN
<br />2" +Clear i o
<br />4 ears ®
<br />2"
<br />1 Ctrs.
<br />_
<br />I�
<br />FOOT INDEX No. 233
<br />V1
<br />(REINFORCE WITHIN LIMITS SHOWN,
<br />SECTION AA
<br />Rh
<br />w c o c
<br />j Cmyy.�'' a
<br />U�'O O
<br />2-2
<br />+) y X c
<br />Ii c Etv E
<br />c°�ati �o
<br />14 Bars 0 12" Ctrs,
<br />2" Clear 2" Cle
<br />v-
<br />8 2' -0" 8"
<br />12"
<br />1� I
<br />� Ir=
<br />SECTION BB
<br />F.D.O.T. INDEX NO. 233
<br />TYPE "F" GRATE INLET
<br />N. T. S.
<br />NOTES (TOP'S)
<br />1. Manhole top Type 8 may be of =st-in-ploce or precast
<br />Tongue & Groove concrete construction or brick oconstruction. For concrete
<br />Joint To Match construction, the concrete and s7feel reinforcement shall
<br />Riser be the some as the supporting swall unit. An eccentric
<br />cone may be used.
<br />2. Manhole tops shall be secured to structures by optional
<br />construction Joints as shown on Sheet 3 of 6 of FDOT Index 201.
<br />PRECAST CONCENTRIC CONE
<br />TYPE 8
<br />One Cage 14 ® 12"
<br />E.W. in Center 1/3
<br />Of Concrete Wafll CL
<br />FOR INVER
<br />SEE PLAN
<br />v
<br />00 °-
<br />a�
<br />X �
<br />v
<br />C. E. W.
<br />PLAN SECTION
<br />F.D.O.T. INDEX N0.'s 200 & 201
<br />TYPE "P" STANDARD MANHOL
<br />E (ALT. A
<br />N.T.S.
<br />CONTROL STRUCTURE
<br />N. T. S.
<br />EXISTING
<br />UPLAND
<br />OR 2 -112' MIN. DA STEEL
<br />1 33 LBS /FT MiN.)
<br />3' OR MORE
<br />12'
<br />8'
<br />(SEE TYPICAL SILT FENCE DETAIL)
<br />SILT BARRIER 0 CONNECTION OF
<br />STORM PiPE TO UPLAND AREAS '
<br />15' TYPiCAL�f-
<br />�� 12' MIN
<br />OPTIONAL POST POSITIONS I 20' LE POST POS ON
<br />—6' MAX— A8R1E
<br />(IN CONFORMANCE WiTN (CANTED2 TOWARD FLOW)
<br />C, 985 FDOT SPEC.)
<br />SILT FLOW
<br />s
<br />ELEVATiON SECTION
<br />NOTE. SILT FENCE TO BE PAID FOR UNDER THE
<br />CONTRACT UNIT PRICE FOR STAKED SILT FENCE (1F).
<br />TYPE Ill SiLT FENCE
<br />k-0f�- B- FENBE-
<br />NOIE: BALES TO BE STAKED AT THE
<br />DIRECTION OF THE ENGINEER.
<br />NOTE: BALES TO BE STAKED AT THE REAM
<br />DIRECTION OF THE ENGINEER. LIGHTLY COMPACTED ALONG UPSTREAM
<br />FACE OF BALES.
<br />8ALES BACKED BY FENC£
<br />�IIII iIII� ANCHOR BALES WITH 2 - 2' X 2' X 4'
<br />y O STAKES PER BALE
<br />TATE ROAD 5- -
<br />-
<br />DITCH _ DITCH
<br />_ � iIIlNllllllliillil�� �IIIIIIIIII IIIIIIIIII�� � —
<br />AP
<br />CURB dt GUTTER
<br />�, PARTIAL IN LfI COMPLETED INLET DITCH BOTTOM INLET
<br />PROTECTION AROUND INLETS OR SiMiLAR STRUCTURES
<br />TYPE III OR IV SILT FENCE PROTECTION ETC. AS NECESSARY TO MATCH FINISHED GRADES,
<br />AROUND DiTCH BOTTOM INLETS.
<br />EROSION CONTROL DETAILS
<br />SCALE: NTS
<br />STORM STRUCTURE TABLE
<br />S -1
<br />TYPE 'F' INLET
<br />P-4
<br />DUAL 14' X 23' FRCP N 110 LF
<br />FOOT INDEX No. 233
<br />V1
<br />(REINFORCE WITHIN LIMITS SHOWN,
<br />TOP EL = 88.5'
<br />SEE EXTRA BASE DETAIL)
<br />INV EL = 85.29' (14' X 237 SE
<br />P-8
<br />19' X 30' - 62 LF
<br />S-8
<br />iNV EL = 85.29' (19' X 307 W
<br />S -5
<br />TYPE 'F' INLET
<br />TOP EL = 88.4'
<br />FOOT INDEX No. 233
<br />P -1
<br />DUAL 19' X 30' ERCP - 99 LF
<br />P-9
<br />TOP EL = 88.0'
<br />S -9
<br />TYPE 'F' INLET
<br />INV EL = 84,90' (187 W
<br />S -2
<br />TYPE 'F' INLET
<br />INV` EL = 84,32' (67 E
<br />FOOT INDEX No. 233
<br />P -5
<br />18' RCP - 35 LF
<br />-10
<br />TOP EL = 88.5'
<br />S -1
<br />DPE 'F' INLET
<br />INV EL = 85.18' (19' X 307 W
<br />INV EL = 85.18' (19' X 307 E
<br />J -1
<br />TYPE P. MANHOLE
<br />iNV EL = 84.85' (187 N
<br />FOOT INDEX No. 200
<br />P -2
<br />19' X 30' ERCP - 245 LF
<br />TOP EL = 88.3'
<br />INV EL = 64.84' (47
<br />iWEL =84.84'(187E
<br />S -3
<br />TYPE Or INLET
<br />iNV EL = 84.84' (187 SW
<br />FOOT INDEX No. 233
<br />TOP EL = 88.1'
<br />P-6
<br />18' RCP - 45 LF
<br />INV EL = 84.92' (19' X 307 E
<br />INV EL = 84.92' (19' X 307 W
<br />P-3
<br />19' X 30- ERCP - 85 LF
<br />S -8
<br />TYPE 'F INLET
<br />FOOT INDEX No. 233
<br />�E 'F' INLET
<br />(REINFORCE WITHIN LIMITS SHOWN,
<br />TOP EL = 88.11'
<br />SEE EXTRA BASE DETAIL)
<br />INV EL = 85,01' (187 SE
<br />P-7 18' RCP - 45 LF
<br />V INEW
<br />M4
<br />Le-n
<br />U
<br />bb
<br />5 FO
<br />8
<br />z
<br />W
<br />CD
<br />(D 0
<br />z
<br />_ N
<br />z
<br />L1J w
<br />a
<br />LJ a
<br />z 0.(o
<br />z
<br />(D
<br />Z ZCL
<br />Uj F1
<br />TYPE 'F' INLET
<br />S -7
<br />�T INDEX No. 233
<br />TOP EL = 88.4'
<br />V1
<br />INV` EL = 84.77' (187 NW
<br />iNV EL = 84.77' (187 NE
<br />INV EL = 84.77 (67 SE
<br />INV EL = 84.77' (19' X 307 S
<br />P-8
<br />19' X 30' - 62 LF
<br />S-8
<br />TYPE 'F' INLET
<br />FOOT INDEX No. 233
<br />TOP EL = 88.4'
<br />INV EL = 84.68' (19' X 307 N
<br />INV EL = 84.68' (19' X 307 S
<br />P-9
<br />19' X 30' ERCP - 62 LF
<br />S -9
<br />TYPE 'F' INLET
<br />FOOT INDEX No. 232
<br />TOP EL = 88.4'
<br />INV` EL = 84,32' (67 E
<br />INV EL = 84,58' (19' X 307 N
<br />INV EL = 84,58' (19' X 307 SW
<br />-10
<br />19' X 30' RCP - 38 LF
<br />S -1
<br />DPE 'F' INLET
<br />FOOT INDEX No. 233
<br />TOP EL = 87,95'
<br />iNV EL = 84.85' (187 N
<br />18' RCP - 56 LF
<br />V INEW
<br />M4
<br />Le-n
<br />U
<br />bb
<br />5 FO
<br />8
<br />z
<br />W
<br />CD
<br />(D 0
<br />z
<br />_ N
<br />z
<br />L1J w
<br />a
<br />LJ a
<br />z 0.(o
<br />z
<br />(D
<br />Z ZCL
<br />Uj F1
<br />Q �? 4 4
<br />° 0 0 0 0
<br />0 - N (�
<br />POND O &M
<br />W N
<br />THE WORK SPECIFIED CONSISTS OF THE OPERATION AND MAINTENANCE ACTIVITIES REQUIRED TO INSURE CONTINUED AND 0)
<br />PROPER PERFORMANCE OF THE STORMWATER MANAGEMENT SYSTEM.
<br />THE OPERATION AND MAINTENANCE ENTITY SHOULD PERFORM THE FOLLOWING OPERATION AND MAINTENANCE PROCEDURES: z (Q
<br />1. DISCHARGE STRUCTURES AND CONTROL DEVICES SHOULD BE MAINTAINED OPERATIONAL BY ELIMINATING CLOGGING OF m M
<br />THE BAFFLES, GRATES, ETC, CAUSED BY TRASH, DEBRIS AND SEDIMENT. THE INSPECTION FOR PROPER OPERATON MO W `�-
<br />MAINTENANCE OF THESE DEVICES SHOULD BE CONDUCTED QUARTERLY. ADDITIONAL. MONITORING AND MAINTENANCE SHOULD Z z \ `V
<br />BE CONDUCTED A FIER SEVERE RAINFALL EVENTS. z W ` (�
<br />2. DRY DETENTION AND RETEN17ON AREAS SHOULD BE MAINTAINED OPERATIONAL- BY REMOVING SEDIMENTS, TRASH AND Y
<br />INVADER VEGETATION WHICH CAN HINDER PROPER FUNCTIONING THE INSPECTION SHOULD BE CONDUCTED QUARTERLY.
<br />ADDITIONAL MONITORING AND MAINTENANCE SHOULD BE CONDUCTED AFTER SEVERE RAINFALL EVENTS. DRAWN BY: CHECKED BY:
<br />JLB KMB
<br />3. ALL GRASS IN THE DRY POND AREA SHOULD BE MOWED PERIODICALLY AND ALL CLIPPINGS RECOVERED AND DISPOSED JOB #:
<br />OF OFF -SITE IF PERCOLATION BECOMES RESTRICTED DUE TO A BUILD UP OF FINES THE BOTTOM MUST BE CLEANED 01718.0002
<br />AND REGRADED TO DESIGN ELEVATIONS.
<br />SEC TWP RNG:
<br />02-26S -2 I E
<br />4. ANY ERODED AREAS THAT ARE OBSERVED DURING ROUTINE MAINTENANCE SHOULD BE FILLED AS SOON AS DISCOVERED DATE:
<br />WITH SIMILAR SOILS AND GRASSED BY SODDING OR SEEDING WITH MULCH CUT IN, DEPENDING ON THE SEASON. 05-07-10
<br />C -8.0
<br />V1
<br />a
<br />�11^^
<br />VI
<br />S -1
<br />�E 'F' INLET
<br />N��
<br />O
<br />FOOT INDEX No. 233
<br />TOP EL = 87.95'
<br />, n
<br />V I
<br />'
<br />,
<br />Q
<br />INV EL = 84.75' (187 S
<br />INV EL = 84.75' (19' X 307 N
<br />_J
<br />Q
<br />19' X 30' ERCP N 142 LF
<br />S -i
<br />TYPE Or INLET
<br />V
<br />FOOT INDEX No. 233
<br />TOP EL = 86.14'
<br />jy
<br />INV EL = 84.52' (67 E do SW
<br />!�
<br />!�1
<br />INV EL = 84.52' (19' X 307 N
<br />INV EL = 84.52' (19' X 30'7 S
<br />iNV EL = 84,52' (DUAL 19' X 307 W
<br />DUAL 19' X 30' ERCP - 192 LF
<br />S-1
<br />TYPE 'F" INLET
<br />FOOT INDEX No. 233
<br />M
<br />TOP EL = 87.6'
<br />00
<br />INV EL = 84.21' (DUAL 19' X 307 E
<br />04
<br />INV EL = 84.21' (DUAL 22' X 347 W
<br />�ij
<br />0
<br />DUAL 22' X 34' ERCP N 776 LF
<br />S -1
<br />TYPE 'F' INLET
<br />^
<br />FOOT INDEX No. 233
<br />TOP EL = 87.7'
<br />INV EL = 84.7' (157 S
<br />=
<br />(JE
<br />15' RCP N 72 LF
<br />S-1
<br />TYPE "F' INLET
<br />FOOT INDEX No. 233
<br />TOP EL = 87.8'
<br />0
<br />~
<br />INV EL = 84,5 (157 N
<br />INV EL = 84.5' (187 S
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<br />18' RCP N 86 LF
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<br />FOOT INDEX 272
<br />INV EL = 83.5' (187 E
<br />Q �? 4 4
<br />° 0 0 0 0
<br />0 - N (�
<br />POND O &M
<br />W N
<br />THE WORK SPECIFIED CONSISTS OF THE OPERATION AND MAINTENANCE ACTIVITIES REQUIRED TO INSURE CONTINUED AND 0)
<br />PROPER PERFORMANCE OF THE STORMWATER MANAGEMENT SYSTEM.
<br />THE OPERATION AND MAINTENANCE ENTITY SHOULD PERFORM THE FOLLOWING OPERATION AND MAINTENANCE PROCEDURES: z (Q
<br />1. DISCHARGE STRUCTURES AND CONTROL DEVICES SHOULD BE MAINTAINED OPERATIONAL BY ELIMINATING CLOGGING OF m M
<br />THE BAFFLES, GRATES, ETC, CAUSED BY TRASH, DEBRIS AND SEDIMENT. THE INSPECTION FOR PROPER OPERATON MO W `�-
<br />MAINTENANCE OF THESE DEVICES SHOULD BE CONDUCTED QUARTERLY. ADDITIONAL. MONITORING AND MAINTENANCE SHOULD Z z \ `V
<br />BE CONDUCTED A FIER SEVERE RAINFALL EVENTS. z W ` (�
<br />2. DRY DETENTION AND RETEN17ON AREAS SHOULD BE MAINTAINED OPERATIONAL- BY REMOVING SEDIMENTS, TRASH AND Y
<br />INVADER VEGETATION WHICH CAN HINDER PROPER FUNCTIONING THE INSPECTION SHOULD BE CONDUCTED QUARTERLY.
<br />ADDITIONAL MONITORING AND MAINTENANCE SHOULD BE CONDUCTED AFTER SEVERE RAINFALL EVENTS. DRAWN BY: CHECKED BY:
<br />JLB KMB
<br />3. ALL GRASS IN THE DRY POND AREA SHOULD BE MOWED PERIODICALLY AND ALL CLIPPINGS RECOVERED AND DISPOSED JOB #:
<br />OF OFF -SITE IF PERCOLATION BECOMES RESTRICTED DUE TO A BUILD UP OF FINES THE BOTTOM MUST BE CLEANED 01718.0002
<br />AND REGRADED TO DESIGN ELEVATIONS.
<br />SEC TWP RNG:
<br />02-26S -2 I E
<br />4. ANY ERODED AREAS THAT ARE OBSERVED DURING ROUTINE MAINTENANCE SHOULD BE FILLED AS SOON AS DISCOVERED DATE:
<br />WITH SIMILAR SOILS AND GRASSED BY SODDING OR SEEDING WITH MULCH CUT IN, DEPENDING ON THE SEASON. 05-07-10
<br />C -8.0
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