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Plans (41) BUP2021 -00127 ( 1/2 ) OFFICE COPY OFFICE_ Cnpv OF 1 GARD,Y � D PROFF4{ RE*,►IEWED CUDE CO C$ ��Cj� �NGINEf Permit ft 'Approveik [ ) 5 1 OTCs I - I - - - - - - - - - - - - - - - - - Address: q� 1 • I Suite#t G N I I By Data EXPIRES: 6/30/2021 M j I `� / 00 SHEET NOTES o t moo Do / ^�h / 1. SEE SHEET C0.1 FOR GENERAL SHEET NOTES. � z m I / 2. CURB HEIGHTS ARE 6 UNLESS NOTED OTHERWISE. o X a 178 r .57 SW (EX) I 178.65 SW (EX) / / �' 0 'm 3. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% y 0 3 IN ANY DIRECTION. LJj ^� /wV / 4. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT LL] m Iq,­-, � - III 186.12 TC 187.00 TP '1$ �wV ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND " Z o rn o FACILITIES (ADAAG). o ' FF=187.00 185.62 TP i m / I -177 ' % III ; • 5. ALL WALKWAYS FROM ACCESSIBLE UNITS ARE DESIGNED /�] 188.56 SW (EX) TO NOT REQUIRE HANDRAILS. THEREFORE, RAMPS WITH Q (D D 176.62 RIM 187.33 SWSLOPES STEEPER THAN 5.0% AND LESS THAN 8.33% IIII ' 1830 SW (EX) 187.54 BS 189 188.54 TS / // SHALL NOT EXCEED 0.5' RISE OR 6.0' LENGTH. W o a / -- 6. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT r o w •l II / A19 III I / / 189.42 SW (EX) IN 10 FT OF THE GRADES SHOWN AT SUBGRADE AND TO I m WITHIN 0.03 FT IN 10 FT AT FINISH GRADE. CONTRACTOR CO 189.34 SW (EX) TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN U) ROUGH GRADING. a / 7. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE W II ' . III \ / ' l / PLANS ARE FINISHED GRADE WHICH INCLUDES SUBGRADE SOIL, TOPSOIL, SOIL AMENDMENTS, ROCKERY AND RUNOFF ! PROTECTION CONTRACTOR IS RESPONSIBLE TO COORDINATE -RC1\/ - /m GRADING WITH BOTH EXCAVATOR AND LANDSCAPE CONTRACTOR. AUG 2 3 2011 CITY OF TIGARL III f FF=186.94 '8� �10 :a. ' 1gti / GRADING LABEL LEGEND 3UILDING DIVISION SPOT ELEVATION 100 XX.XX XX DESCRIPTION LISTED BELOW. Q BS BOTTOM OF STAIRS I l SEE GRADING BLOW UP THIS SHEETI / BW FINISHED GRADE AT BOTTOM OF WALL 3 I ) 185.19 TCSW Ex DDOI R SILLG GRADE 184.69 TP - 184.90 TP 18 185.05 SW ` ` / FF FINISHED FLOOR ELEVATION FG FINISH GRADE 185.05 BSI G GROUND 187.05 TS SW SIDEWALK I ' 187.05 TS . a I I rn Q ° I TC TOP OF CURB 184.46 TC 1183.96 TP 185.05 BS X187705 DS I TP TOP OF PAVEMENT o TS TOP OF STAIRS ' I I ) � �� TW FINISHED GRADE AT TOP OF WALL (Wi ' I ^ /- I 187.05 SW O 185.28 TC / LEGEND O \ II _ 184.78 TP a 184.88 TP 185.59 SW A s� I EXISTING CONTOUR MINOR -- -- -102-co - - / EXISTING CONTOUR MAJOR -- 100 184.44 TP a 185.05 SW FF=187.06' a �� a I � �/ / /I / 184.21 TP PROPOSED CONTOUR MINOR 102 184.3 TP (EX) $4.94 TC 184.62 SW I - / 186 84 TP (EX) I ( / 1 184.2 TP (EX) 184.44 TP / r" - PROPOSED CONTOUR MAJOR 100 C i / 183.68 TC (EX) v I L / ' 184.42 TC/TP 184.54 SW arD ' " ' 183.18 TP (EX)_ ° I GRADE BREAK Ge GB 186.89 TP (EX) 184.1 TP (EX) 184.56 SW 1 I _ I I 83 - SEDIMENT FENCE PER IN i 184.45 TC/TP 184.94 SW FF-188.95 o�0 184.43 TP 184.53 SW I 186.42 TP (EX) lg4 DETAIL 5/C3.0 186.52 TP (EX) INLET PROTECTION PER �l LC) 184.83 SW 184.42 TC TP I / I I �� OFFICE COPY LC)czi °0 J 184.0 TP (EX) °. 184.53 SW / ' / DETAIL 6/C3.0 I I + I Q" 184.42 TC/TP �� ry rn I I City of Tigard Erosion Control 5 "1184.0 TP (Ex) - 185.01 SW �� / ; 00 /0, ' I To Schedule Inspections: 184.90 TIC N I I I 184.40 TP a n I \ /, 184.90 TP / Call (503) 639-4175 cMv I I ------ °-.+ 00 I I Initial inspection: / I ! / Pft to footing Iropeown zi jO / 4.50' I fu�Final ito ffnw�nsyp�eeoti�on- ! I 1 °0 I 185.26 TC 184.96 SW I 7.65• I OFFICE COPY SHEET TITLE 186.96 DS ° �� 185.25 SW � 184.76 TP , FF=188.96 8.00 184.72 SW 186.96 SW 13.04' z 184.92 SW 185.21 sw 186.37 SIN ° GRADING AND l ' I l 184.31 TP / \ Q 187.05 Sw REVISION rr Appy®SET EROSION o ' ' I 184.1 TP (EX) : 4 186.30 SW ^�0� / / I 36.79' 7.52 n 187.05 DS I /S(o �� �� �� C) I Pim CONTROL PLAN o / / ". ' +. .�' 186.71 SW / 19.00' 5.00' 187.05 SW U aQ�) O r�1 C) 7 J DATE: 03/23/21 186.37 SW , DRAWN: JMS / / 184.2 TP (EX) � ;� 185.16 I TC 186.96 TS w� ' I 5.39' I ~ ( ) 5.45' ` C\Io 184.97 SW 184.66 TP 185.65 BS/SW, 186.1 TP EX 184.96 SW 184.97 SW J JJ ' �� CHECKED: NWS 11� /� / 184.5 TP (EX) 184.75 SW1942' / I - --_ . I I REVISIONS: N / /N / 184.6 TP (EX) U ro i 185.12 TC 185.1 TP (EX) �' 185.24 TC o / 184.62 TP r' ^� / \ 184.74 TP / 13.7T 3.50'/ / 184.6 TP (EX) / / 184.88 TP 184.8 TP (EX) 3.50' Lo / ... 184.7 TP (EX) / I , / ° I 0 / Z GO 0 U / •] / I \ 6 :'I I'. I © AAI ENGINEERING INC. HGL 2019, ALL RIGHTS RESERVED BOL 5.00' 0 \ ,3.50THESE DRAWINGS ARE THE' . o PROPERTY OF AAI ENGINEERING INC. 0 1 . CY \ AND ARE NOT TO BE USED OR H I \ 13.00• I REPRODUCED IN ANY MANNER, EXCEPT WITH THE/ - - �� - - - _ \ \ •1•I„I PRIOR WRITTEN PERMISSION OF AAIE GIN ERING INC. 0 SHEET NUMBER 1 GRAPHC SCALE N N 20 0 10 20 10 SO Q C200 N GRADING BLOW UP c N FEET SCALE: 1" = 10' 1 hich - 20 feet JOB NUMBER: A21043.10 06/21 /2021 - CONSTRUCTION SET --SEE PLAN PROF�r ��CJ �NGI NE � 5 1 CONCRETE SIDEWALK 2% MAX 4" MIN. THICKNESS e. . ,,. ..A. III ',n ° • ' •;' , N' p� n0 e0°'o0 o°p'°0 Q on,00�o•°o °o o0.e�0•°0 °0'o II EXPIRES: 6/30/2021 - - �_) : , '•.. .:;Y• 'r.:.;- .. CONCRETE 6.. R=fir. 6.. CURB SIDEWALK 3' SUBBASE LANDSCAPE CURB AT BACK OF RAMPS ''. W COURSE TO RETAIN GROUND TC=TP R=�4' BACKFILL TO EXP. TC=TP AREA TOP OF CURB ( E TC=TP NOTE 1. CONCRETE 0 NOTES: SIDEWALK PAVEMENT NOTE 1. + ' Z ° 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. w �6" CURB E 6I. N X - o CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING, AT POINTS OF ° EXP. �_ 1 y + y � c 0 TANGENCY AND AT ENDS OF EACH DRIVEWAY, UNLESS NOTED OTHERWISE. y W W RAMP 1� y Q 3 16., I 4e > °o° W > e D 0000° o�a�>as�o� x 2. CONCRETE SHALL BE 3000 P.S.I AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF X X z X °tl • 4 ADA DETECTABLE ° a LLI m w 1-1/2" TO 3 I¢ a a WARNING TILE 0000"0.000"0000°°°' °"0000° `� - O++ O ' }: Q O L ° oe oo 00000 N 8.3% N 8.3% J N to°0• ' .b °O°O y W 40 tp') p 3. PANELS SHALL BE 5 FEET LONG. a 6" u Z to MAX. %g00g00g8;0.008g00g8g00 MAX. w °0•° CURB n 000°000°o°o°000°o , W o ° p ;0.0000- 2 °0 °p. LANDSCAPE N 0000°°° 0000°o ° x� tiu. °o 4" OF SUBBASE O'+ EXP y - m 1p 4. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, °°°°°°°°°°°° ° ` g" COURSE F y W AREA UI -o UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 �O Z ' r FEET. - NOTES: RADIUS= cGQ� I - W o 5. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS SEE PLAN 6" CURB o 6" CURB 6' MAX (4' MIN.} 6' MAX 6" CURB 1. CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. 6" RADIUS " THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A EXP. o EXP. RAMP 0" CURB EXP. RAMP EXP. MINIMUM 1/2" RADIUS. 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. to O ADA DETECTABLE h- o NOTE 1. WARNING TILE CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY PLAN I10 to 6. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE NOTES: AND AT ENDS OF EACH DRIVEWAY. NOTES: It CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 1. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS 1. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND OTHERWISE SHOWN OR AS DIRECTED. REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND 7. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH SHALL BE 1Y4" LONG BY Y2" WIDE WITH THE LONG SECTION AXIS ORIENTEDSHALL CEIVED 3" DIA. PVC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PERPENDICULAR TO THE CURB. THE GROOVES SHALL BE )B" DEEP BY Ya PERPENDICULAR TO THE 1Ya" LONG BY WIDE. 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS BY4"D WIDEy= PIPE. APPROVED BY THE ENGINEER. CURB.WIDE WITH THE LONG SECTION AXIS THE GROOVES SHALL BE Y8" DEEP ORIENTED Y Ya" . AUG 2 3 2021 CONCRETE SIDEWALK 2 CURB RAMP - TYPE 1 3 CONCRETE CURB - STANDARD CURB RAMP - TYPE 2 CITY OFTIGARG ScALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 3UILDING DIVISION Raw Ml ANGLE BOTH ENDS OF SEDIMENT FENCE TO 2 EACH FOAM STORMFILTER STEEL CATCHBASIN DESIGN NOTES ASSURE SOIL IS TRAPPED DUMP STRAP STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. i CARTRIDGE CATCHBASIN HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27•CARTRIDGE,AND IS ALSO AVAILABLE WITH AN 18"CARTRIDGE. STORMFILTER /R CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. V PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY,AN UPSTREAM BYPASS STRUCTURE IS INTERLOCKED 2"X2" POSTS REQUIRED. AND ATTACH (SEE TURNED CARTRIDGE SELECTION Fm ENDS CONNECTION) CARTRIDGE HEIGHT _ 27' EXPANSION RESTRAINT CONCRETE COLLAR RECOMMENDED HYDRAUL)CDROP(H) 3.05' 2.3' 3.3' O PLAN VIEW FILTER FABRIC AccesscovER _ FILTER FABRIC (Ya NYLON ROPE, i aNDREBARroMEET _ - SPECIFIC FLOW RATE(gpllNffi) 2 7'g 1 gpIN1A 2 gplNat 2 g 7`gp 1 gpmisf • H920 IF APPLICABLE BY CARTRIDGE FLOW RATE(gpm) 225 11.25 15 15 7.5 j d' STITCHED 2" FLAT WASHERS) -_- CONTRACTOR I = ` - 1 1 PEAK HYDRAULIC CAPACRY 1.0 I'D 1.8 Q TOGETHER TO 2'X2" WOOD _, .__ ___ _ INLET PERMANENT POOL LEVEL(A) _ 1'-0' 0 2'4Y_ F POST OR STEEL of �. OVERALL STRUCTURE HEIGHT(B) q.g 3•.g q•.g FORM POST A A POCKET FENCE POST DUMP STRAP I.al kj h, 7.67 gpm sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORBO(PSORB)MEDIA ONLY '1 Y w GENERAL NOTES -_ _- 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. FLOW I z 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.°0nlechES.c nn 36" MIN, BAG DETAIL y l �/ f -----I 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN 1' REBAR FOR BAG - THIS DRAWING. EXPOSURE L= L = �_J VANED INLET GRATE 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY EXISTING GROUND REMOVAL FROM INLET _ - - (SOLID COVER OPTIONAL) CONTRACTOR. _._ _ _ 5. MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER"O'ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE POST /�-,., OF THE STEEL SFCB. S j 2'-4" I 2'4" 6, STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH(APPROXIMATE)LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING. STANDARD LINSIDE RIM INSIDE RIM OUTLET STUB IS B INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE N FILTER /� / //\ __ USING FLEXIBLE COUPLING BY CONTRACTOR. L FABRIC \/\/\/ / / /\ y o,. 4 6 \\/\ \\/\\/\\/�\\/�\\/�\/. � � COLLAR OUTSIDE RIM 7. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE, CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD `o DETAIL FABRIC /�/�/�//� �' REGULAR FLOW ' -" - RATING ON STRUCTURE,A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED,CONCRETE COLLAR WITH N4 REINFORCING BARS TO BE PROVIDED L POST POCKET BY CONTRACTOR. SILTSACKO DUMP STRAP PLAN VIEW 8. FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 38 SECONDS. v Iv 9, SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq ft). I 6' MAX. INSTALLATION NOTES 00 FRONT VIEW Q A. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY Lf) F/-��. ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN(LIFTING CLUTCHES PROVIDED). O FI LTE RC. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. NI L` FABRIC 443/4 OPTS D FLOATABLES 1-CARTRIDGE CATCHBASIN y _ BAFFLE . 04 BACKFILL 36 ��O�N -7-w B 2-4' PERMANENT LIFTING EYE srreucruReloORMFILTER DATA MIN. ee POOL ELEVATION m'P ) WATER QUALITY TRENCH p '4- � • Q �/� \\ 6" <C/t/C a :. .,, - .* °' ry _ _ _ _ _ _ FINISHED GRADE - PEAK FLOW RATE-(<I I dfa-) E(CIS) __. -0.0 \\ T/y\ • '„ " °: e ��_.:. _.-_ ;o `�-C o RETURN PERIOD OF PEAK FLOW{yrsZ 25 TURNED ENDS MIN. ------1- R-j14 a CARTRIDGE HEIGHT 218-, 18' DEEPI_ 1g" 4 \ e } -- SHEET TITLE GEOTEXTILEENDCONNECTIONS \\ e _ CARTRIDGE FLOW RATE(gpm)_ _ 1 m � / 24' • e ,•f 6 ••., ' •: • STORMFILTERCARTRIDGE J BAY FILTRATION FILTRATIONBET _ WEIR WALL = RIM ELEVATION 176.60 cf) //` e 5' PIPE DATA: \\ \\ MIN. " I.E. DIAMETE DETAILS MEDIA LET STUB PER_LITE,ZPG,PSORB Q </�/// . a . .. ~\ - m FLOW -.. ... _ E_ - - OUTLET STUB ELI 6.. + Y ----- 174.30 6 o MIN. PERMANENT J T �\ CONFIGURATION UTLET OUTLET NOTE: POOL ELEVATIONS INLET STUB INLET STUB -1/� (OPTIONAL) OUTLET STUB DATE: 03/23/21 0 1. DO NOT USE HIGH CARTRIDGE t (OPTIONAL) OUTLET PIPE INLET, INLET I INLET SIDE VIEW FLOW INSERT BAGS. SUPPORT J NOTES: FLOW KIT ' FROMFLOWKIr NLET DRAWN: JMS ( SLOPED LID NIM1NO N 1. THE FILTER FABRIC SHALL BE (36" MIN. WIDTH) PURCHASED IN A CONTINUOUS / CLEANOUT - Q 'w CATCHBASIN FOOT B t---- ACCESS PLUG 2.'0. \� CATCHBASIN FOOT SOLID COVER _ �1N0 CHECKED: NWS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN (TYP.OF4) ON WEIR WALL INSIDE (TYP.OF 4) NOTES/SPECIAL REQUIREMENTS: JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT 6 INLET SEDIMENT PROTECTION z'-B„" REVISIONS: A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY SCALE: NTS oursloE O FASTENED TO THE POST, OR OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN ONSECTION A-A SECTION B-B e DETAIL SHEET. - -- C% NTECH1 CARTRIDGE CATCHBASIN L 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS STORMFILTER N WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6-FEET StormFilter' ENGINEERED SOLS.conn LLC o APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24-INCHES. - - - - ==-=�'�'"` Www.coet°°n0, Wast C) 9025 CentrePOlnleDr..Suite600, Wes(Chesler,OH65089 STANDARD DETAIL -_- ! 800-528-3999 513845-7000 513&15-7993 FAX _> 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6-INCHES. ALL © AN ENGINEERING INC. EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE 2018. ALL RIGHTS RESERVED o BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. THESE DRAWINGS ARE THE O PROPERTY OF AAI ENGINEERING INC. .21 4. STANDARD OR HEAVY DUTY FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, LOOPS FOR 2"x2" POST INSTALLATION. STITCHED LOOPS WITH STAKES SHALL BE EXCEPT WITH THE PRIOR WRITTEN o INSTALLED ON THE DOWN-HILL SIDE OF THE SLOPED AREA. PERMISSION of AN ENGINEERING INC. t SHEET NUMBER 0 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UP-SLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. o_ Ih 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER a EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY N REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. C3mO 0 5 SEDIMENT FENCE N SCALE: NTS �! JOB NUMBER: A21043.10 06/21 /2021 - CONSTRUCTION SET