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Plans (40) BUP2021 -00127 ( 2/2 ) 1562 (p 5GQ0DIA P - OFFICE COPN AP �1�0 Veo� �D PROr�S REVISION REGENEt) 5 GINEfR Si (� , 2p21 o� I �-7 GTYOFTIGAPD BUILDINGDIVIS10N I - - - - - - - - - - - - g - � 1 g q/� N P�� I I / C � EXPIRES: 6/30/2021 y yC, \� SHEET NOTES o f 1. SEE SHEET CO.1 FOR GENERAL SHEET NOTES. Z m I R / I 2. CURB HEIGHTS ARE 6" UNLESS NOTED OTHERWISE. LD / 178.57 SW (EX) I 178.65 SW (EX) t `6 3. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% y `o IN ANY DIRECTION. L11 �� • . 187.50 TIC b "vD4 4. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT a, LL] m m 186.12 TC 187.00 TP wv / ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND m z o rn FF=187.00 185.62 TP f O FACILITIES (ADAAG). 5. ALL WALKWAYS FROM ACCESSIBLE UNITS ARE DESIGNED c\I %/JI 188.56 SW (EX) TO NOT REQUIRE HANDRAILS. THEREFORE, RAMPS WITHU II 176.62 RIM / III I 187.33 SW 188.54 TS / SLOPES STEEPER THAN 5.0% AND LESS THAN 8.33% Z > Lo 186.30 SW (EX) SHALL NOT EXCEED 0.5' RISE OR 6.0' LENGTH. 1 187.54 BS / o I }a 6. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT w = o 189.42 SW (EX) IN 10 FT OF THE GRADES SHOWN AT SUBGRADE AND TO DO - - WITHIN 0.03 FT IN 10 FT AT FINISH GRADE. CONTRACTOR 4' �° 189.34 SW (EX) TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN �' O J �g� 9� ROUGH GRADING. win 11 7. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE w ,' / PLANS ARE FINISHED GRADE WHICH INCLUDES SUBGRADE II • / SOIL, TOPSOIL, SOIL AMENDMENTS, ROCKERY AND RUNOFF PROTECTION CONTRACTOR IS RESPONSIBLE TO COORDINATE / II I GRADING WITH BOTH EXCAVATOR AND LANDSCAPE CONTRACTOR. w . / b / / II FF=186.94 ; �$� �\ �� >a 92 / GRADING LABEL LEGEND / I /1 �� �,_• / SPOT ELEVATION XX.XX XX DESCRIPTION LISTED BELOW. Q BS BOTTOM OF STAIRS I SEE GRADING BLOW UP THIS SHEET I BW FINISHED GRADE AT BOTTOM OF WALL � N DS DOOR SILL EX I 185.19 TC I ADE 184.97 SW I ,�\, / FF FINISHED FING LOOR ELEVATION 3 184.69 TP 184.90 TP 185.05 SW ` FG FINISH GRADE V 185.05 BS I G GROUND V 187.05 TS I I SW SIDEWALK I 187.05 TS a I rn TC TOP OF CURB Q 184.46 TCj ° FF=187 05 I I ^ TP TOP OF PAVEMENT`83.96 TP 185.05 BS • i 187.05 DS I 0 TS TOP OF STAIRS TW FINISHED GRADE AT TOP OF WALL Lu t 187.05 SW 0 • f / 185.28 TC /, I / LEGEND O 184.78 TP 184.88 TP 185.59 SW I I 8 I EXISTING CONTOUR MINOR 184.44 TP 185.05 SW FF=187.06 ' ��. ° I. ' /� EXISTING CONTOUR MAJOR - / 184.21 TP I/ r 184.3 TP (EX) 184.62 SW 186.84 TP (EX)d PROPOSED CONTOUR MINOR 102 TC -� 1 / 1 ' / Q� �84.94 PROPOSED CONTOUR MAJOR 100 C 184.2 TP (EX) 184.44 TP / 183.68 TC (EX) 4 I L / I I 184.42 TC/TP 184.54 SW ' ° * 186-89 TP (EX) a 1 ' 183.18 TP (EX) - / I GRADE BREAK -GB-GB o ( / 1184.1 TP (EX) 184.56 SW EB 1 ( ' ,, I 1 184.45 TC/TP 184.94 SW FF=186.95 SEDIMENT FENCE PER CWS 00 Do N M / I } ' I I DETAIL 875/C3.1 00184.43 TP 184.53 S� 186.52 TP �(EX) I 186.42 TP (EX) }8 II � 4 83 SW 184.42 TC TP / INLET PROTECTION PER CWS \i N 00 J I 184.0 TP (EX) I 184.53 SW � a I I I DETAIL 915 & 920/C3.1 Q' 184.42 TC/TP �j 0 ` I I 184.0 TP (EX) -- 185.01 SW �� / I m /011 I I 184.90 TC 184.90 TP 111 184.40 TP 1 / / 4.50' N / yid Lo i � � Go ' / 184- 185.26 TIC .96 SW 4 186.96 DS SHEET TITLE / •4 II 185.25 SW / I 184.76 TP ° I 7.65' I l 184.72 SW- 186.96 186.96 SW 8.00' 13.04' -9 / ' ( 184.92 SW 1a5.21 SW 186.37 SW l ° 187.05SW GRADING AND 184.31 TP D 7.52' EROSION / 184.1 TP (EX) CONTROL PLAN a 186.30 SW ^��/ / 36.79' a 77 187.05 DS cov / ' / .Q • . .: •° 186.71 SW / 187.05 SW U �' 19.00' 5.00 DATE: 03/23/21 It 184.2 TP (EX) 186.96 TS 186.37 SW e ( , � � � ro � 185.16 TC I i ,�tb I 5.39 I DRAWN: JMS o e^ 184.66 TP I 'n r 186.1 TP (EX) 5.45 FN /g / 184.97 SW 1 a5.65 BS/SW p� 184.5 TP (EX) " f 184.75 SW u� ^BUD 184.96 SW 184.97 SW CHECKED: NWS _..__ 19.42' I I N ry /184.6 TP (EX) 185.1 TP EX 185.24 TC REVISIONS: o w r 185.12 TC ( ) lb / \ 184.74 TP 13.77' / N / Do 184.62 TP 1 3.50 / 184X (EX) 184.88 TP 3.50' 184.7 TP (EX) 184.8 TP (EX) / co I I o / U U / • BOL BOL / I \ I I © 20119E ALL RIGHTS SRING iRESERVED a 5.00' PROPERTY OF AAI ENGINEERING INC. 8 ® \ ��- 3.50' THESE DRAWINGS ARE THE AND ARE NOT TO BE USED OR \ REPRODUCED IN ANY MANNER, ~ _ \ 13.00' EXCEPT WITH THE PRIOR WRITTEN NOF4TM PERMISSION OF AAI ENGINEERING INC. o / SHEET NUMBER Ni \ 5.00' o }{ N o !i 0p1�� SCALE{ N-` , 20 0 10 20 40 gp Q C200 N GRADING BLOW UP N FEET SCALE: 1" = 10' 1 klch - 20 feet JOB NUMBER: A21043.10 06/21 /2021 - CONSTRUCTION SET FIROFF Cp1GINEfR SEE PLAN 1 5 1 CONCRETE SIDEWALK 2% MAX 4" MIN. THICKNESS o f- ° �. III 4 ♦a " +.. .♦ ° ♦ ♦ ♦ ♦ .. '♦ a III) , d s 0 0 ea' .o °p• ° ° -I op.o ,o:Qea p.°p,o °°a'ep Q.a iOe o°o•°o O,o�o°Q•eo•e II CONCRETE EXPIRES: 6 302021 3' SUBBASE - LANDSCAPECURB AT BACK OF RAMP 6 R=3�j" 6" CURB ,; ;q SIDEWALK COURSE AREA TO RETAIN GROUND R=,i'a' "'` - TC=TP BACKFILL TO TC=TP EXP. -; .; :• ::', W C� �� rI'11 O LJ O E TC=TP NOTE 1. [CONCRETE TOP OF CURB W c 0NOTES: SIDEWALK PAVEMENT NOTE1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. W y 6" CURB E i� x o CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING, AT POINTS OF ° W W W EXP. W W �� i I- RAMP ¢ y W " m TANGENCY AND AT ENDS OF EACH DRIVEWAY, UNLESS NOTED OTHERWISE. D 3 ♦ I W tC r 3 16' O OO 000C W > 3 ` •O 0 J" O°O°° O O°°°O°O° W �� N 2. CONCRETE SHALL BE 3000 P.S.I AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF X x Z X °a o °o e 4 ADA DETECTABLE aog°goi: 0Bgogoa>$So0 2' Y oa W m x 1-1/2" TO 3". ♦ . ":" o Q o Q ¢ o Q ° WARNING TILE c� 8.3% N 8.3% a �i ° 7 o M 3. PANELS SHALL BE 5 FEET LONG. LO MAX. g°g°g° °g°g MAX. .,; - ° ° ° ° ° ° w ~CURB ,•a°ooaeopp00000000 2• w °e a• o a p op (�Le J O x og000g%gogoga° a N ° ° p'°`a °_ 4" OF SUBBASE O•• EXP. LANDSCAPE 4. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, ° g" COURSE FAREA OF a1 , UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 +A z .? FEET. cG� h o a1 NOTES: RADIUS= B W -L' o 5. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS 4' MIN. SEE PLAN 6" CURB o 6" CURB 6' MAX ( } 6' MAX 6" CURB 1. CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. 6" RADIUS 0 THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A EXP. o EXP. RAMP 0" CURB EXP. RAMP EXP. � N MINIMUM 1/2" RADIUS. 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. 1n `O ADA DETECTABLE L o NOTE 1. WARNING TILE CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY PLAN bo 6. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE NOTES: AND AT ENDS OF EACH DRIVEWAY. NOTES: 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 tY4° LONG BY Yz" WIDE WITH THE LONG SECTION AXIS ORIENTED 3" DIA. PVC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PERPENDICULAR TO THE CURB. THE GROOVES SHALL BE Y8" DEEP BY Ya' WIDE. 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS SHALL BE 1Y4" LONG BY WIDE WITH THE LONG SECTION AXIS ORIENTED PIPE. APPROVED BY THE ENGINEER. PERPENDICULAR TO THE CURB. THE GROOVES SHALL BE Y8" DEEP BY Ya' WIDE. 1 CONCRETE SIDEWALK 2 CURB RAMP - TYPE 1 3 CONCRETE CURB - STANDARD 4 CURB RAMP - TYPE 2 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS STORMFILTER STEEL CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 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 REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27 18" 18"DEEP _ _- ACCESS COVER CONCRETE COLLAR RECOMMENDED HYDRAULIC DROP(H) 3.05 _ 1 _ 2.3 3 3' AND REBAR TO MEET SPECIFIC FLOW RATE 2gpm/ 7'- 1 m/sf ' 2 Msf 2 pmts 7• 1 m/sf ^ HS20 IF APPLICABLE BY (gPaV>1E) 9P 9P_ -t-15 9 9P gP ` -s7 -'.-.- -+a CONTRACTOR CARTRIDGE FLOW RATE(ppm) 225 11.25 15 15 7.5 (� ` 1 PEAK HYDRAULIC CAPACITY -- _1.0 1.0 1 8 L. INLET PERMANENT POOL LEVEL(A) 1'-0" i'-0' 2 0 --1 __ H A I �� "��"'f ! A OVERALL STRUCTURE HEIGHT(B) 4'-9" 3'-9' 4'-9" O ��, i 67 gpm7sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORBO(PSORB)MEDIA ONLY i •� �, �JL�t� y w GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. w .contechES.com 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN r THIS DRAWING. 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 p - (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 OF THE STEEL SFCB. 2t4• _ 2.4" 6. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH(APPROXIMATE)LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING. STANDARD INSIDE RIM INSIDE RIM OUTLET STUB IS 81NCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE 1'-0" 4•-834" USING FLEXIBLE COUPLING BY CONTRACTOR. m - 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 RATING ON STRUCTURE,A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED,CONCRETE COLLAR WITH/f4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 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 BE AT LEAST 38 SECONDS. 9. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq R). Q INSTALLATION NOTES -_-. N A. ANY SUB-BASE,BACKFILL DEPTH,AND/ORANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SETTHE CATCHBASIN(LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. I N 4,�'" OPTIONAL TI SAL FLOATABLES 1-CARTRIDGE CATCHBASIN LID BAFFLE -ro - z•-4"--- / STRUCTU PERMANENT STORMFILTER DATA N I B a-I 'Z LIFTING EYE RE ID POOL ELEVATION (TVP'DF 4) WATER QUALITY FLOW RATE(cfs) _ 0.008Qfj N - - ! FINISHED GRADE - - PEAK FLOW RATE(<1 cfs) PERIOD OF PEAK FLOW rs 25 CARTRIDGE HEIGHTL27. 18-,18"DEEP1_ __lam- __ SHEET TITLE CARTRIDGE FLOW RATE m 15gpm WEIR WALL MEDIA TYPE PERLITE,ZPG,PSORB STORMFILTER ..i = RIM ELEVATION 176.60 - CARTRIDGE FILTRATION g BAY INLET FILTRATION BAY PIPE DATA: - I.E. IDIAMETE DETAILS J INLET FLOW INLET STUB _ Q m F_ Q 1 - -- , --- OUTLET STUB 174.30 60 O PERMANENT CONFIGURATION UT_LET OUTLET POOL ELEVATION `� INLET STUB INLET STUB DATE: 03/23/21 (OPTIONAL) -- OUTLET STUB cnaTRlocE �i I i DRAWN: JMS U \\ (OPTIONAL) INLET, INLET SUPPORT \ _ �_ OUTLET PIPE INLET " INLET O FLOW KIT i FROM FLOWKIT N i , SLOPED LIDhNO Q CATCHBASIN FOOT / B E 1` ACCESS PLUG CLEANOUT 741' �� CATCHBASIN FOOT SOLID COVER _ 1�i1NO CHECKED: NWS (TYP.OF 4) ON WEIR WALL INSIDE (TYP.OF 4) NOTES/SPECIAL REQUIREMENTS _O REVISIONS: 'f71 OUTSIDE- o SECTION A-A SECTION B-B Q) „�,,,,-•„„w� V�1I�NTECK 1 CARTRIDGE CATCHBASIN cn StormPiRer ENGINEERED SOLUTIONS LLC STORMFILTER w .co°techES.com 0 9025Centrel`.WeDr.Smte400, WBtChester OH4SO69 STANDARD DETAIL (� 800526-3999 513.6457000 513645-7993 FAX AAI ENGINEERING INC. U 2019, ALL RIGHTS RESERVED -O THESE DRAWINGS ARE THE PROPERTY OF AAI ENGINEERING INC. O AND ARE NOT TO BE USED OR H REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN + PERMISSION OF AAI ENGINEERING INC. 0 O SHEET NUMBER 0 0 �i 0 N a C3mO N O N w JOB NUMBER: A21043.10 06/21 /2021 - CONSTRUCTION SET D PROFF OREGON TRANSPORTATION COMMISSION OREGON TRANSPORTATION COMMISSION OREGON TRANSPORTATION COMMISSION OREGON TRANSPORTATION COMMISSION ��5� �HGINE R i Standards for Accessible Parking Places Standards for Accessible Parking Places Standards for Accessible Parking Places Standards for Accessible Parking Places 5 1 August 2018 August 2018 August 2018 August 2018 MINIMUM STANDARD PAVEMENT MARKING STENCIL PAVEMENT MARKING LEGEND SIGN DESIGN 9'c N DOUBLE—ACCESSIBLE PARKING SPACE SIGN NO. R7-8 EXPIRES: 6/30/2021 (ONE VAN-ACCESSIBLE DESIGNATION REQUIRED) Background 1?" —- � �1 (D o E RESERVED C (stroke width) - / `_O 2 a Z ° o PARKING SIGN SIGN ® ACCESS t[ `` R zc o R7-8 OR7-9 ACCESS LE OROR7Ng G RESERVED 1 ARKIN PARKING RESERVED1. NO ���� PARKING 2C w � _ PARKING 2 VAN SIGN SIGN PARKING Q �+ W m w ACCESSIBLE II OR7-9a ® — m rn 0 � Z A 6 4 N 0 04 U) —M Z ACCESSIBLE ROUTE ° 5 0 ° 4 LLII Sign ° ° Sign ° 12" (7 Ocatlon ovation BORDER .0 9.88 .0 o R=1.5" N B - TH=0.375" N Mo No 2'- 2'-1 F-- 2' 2'--I IN=0.375" W I Wheel stop / 36" Typ. CL (Typ) " f ° Curb ramp 3, Pavement Marking Background: optional: Blue, Retroreflective 12" Sign Background: White, Retroreflective sheeting / (shall not extend into 36' White 4" the access aisle) Pavement Marking Stencil: White, Retroreflective PARKINGd Sign Legend: Green, Retroreflective sheeting 1° wide lines 4 a y Angle orientation Si Symbol: WhitBlRetroreflective 0 for field layout 2 TYp g Y 9 DIMENSIONS (INCHES) n e on Blue, roreve see t 61 Access LEGEND C aisle A B C D E F G av MINIMUM 28 24 3 Refer to Standard Highway Signs book for details. STANDARD 41 36 4 Pavement Marking Legend: white or Yellow, Retroreflective PArIR00IN �� - -- The "No Parking" pavement marking is used to designate an access aisle Pavement markings The pavement marking stencil shall be used to designate an accessible reserved for persons use parking with a DMV permit. This marking shall The Disabled Person parking sign is used to designate a parking area re wired. See Figures parking area reserved for vehicles with DMV permits. reserved for vehicles with DMV permit as stated. 6 ga Engineering judgement should be used for placement location to give 9' Min 8' Min - - 9' Min—- - --j best visual location to prevent illegal use of access aisle. Yellow may be Detectable warning surface required used instead of white to increase contrast between access aisle white if curb ramp is located within public lines and the "No Parking" legend. right-of-way Doe Figure 2 Figure 6 I Figure 7 12 Figure 8 13 ` O 1 � 1 0 111 OREGON TRANSPORTATION COMMISSION Standards for Accessible Parking Places MAY BE USED SHORT TERM -- _ -- ----- R August 2018 W/ UTILITY WORK AND W/ g PHASING OF DEVELOPMENT ANGLE FILTER FABRIC FENCE TO � I ASSURE SOIL IS TRAPPED SIGN DESIGN + 1 + 1' REBAR FOR BAG REMOVAL Q SIGN NO. R7-8P FLOW 1 2. N 30TYF>) CATCH BASIN GRATE INTERLOCKED AND ATTACH PLAN VIEW CATCH BASIN--,.. N -- AREA DRAIN -� � 60' (TYP> NOT TO SCALE 0) EXPANSION RESTRAIN 6 + :•: VAN12DCATCH BASIN t _ USE STITCHED LOOPS • ° ' SHEET TITLE o 1 1, 3' MINIMUM ACCESSIBLE OVER 2"x 2" POSTS NOTES: • .4 3 1.SD FLOW Y FROM TOE SLOPE. mm� � • . V) v-�, 1. BURY BOTTOM OF FILTER FABRIC 6" 'R� DETAILS 2.25 2—6" VERTICALLY BELOW FINISHED GRADE. - , • .,1 J " _ I - a" ' 2. 2"z 2" FIR, PINE OR STEEL FENCE POSTS. W BORDER x3.19 I 11.63 33.B �d 4'-0" STORM PIPE------_F ..'.+• .• R=1.5*' - 3. POSTS TO BE INSTALLED ON UPHILL O THO a38" •'o We" BOTTOM --; ,ti SIDE OF SLOPE. DATE: 03/23/21 Q FABRIC TRENCH. • . .• - r• + � IN=0.325" I O r 4. COMPACT BOTH SIDES OF FILTER • ' DRAWN: JMS U T i 6.. 5. PANELS MUST BE PLACED !'. . t :' L: .•; • �:' %' ' " •• O _ FILTER FABRIC .. :. N `••_�. . . .r R'• . .•.- ti ' ACCORDING TO SPACING ON DETAIL , �:' Q .. + >e . �. ; MATERIAL 36' NO.940 •. • . '•• --' ADE ROLLS. CHECKED: NWS DITCH INLET PLAN VIEW PROFILE REvlsloNs: c NOT TO SCALE O Vv White, Retroreflective sheeting - - WOVEN Sign Background: g 6" overlap of bogs. } tFILTER SACK Q v1 Sign Legend: Green, Retroreflective sheeting NOTES: FILTER FABRIC MATERIAL 1 . ADDITIONAL MEASURES MUST BE 2'-6" 36" WIDE ROLLS U CONSIDERED DEPENDING ON SOIL TYPES. CATCH BASIN INSERT 4'-0" 2. BIO-FILTER BAGS SHOULD BE 0 STAKED WHERE APPLICABLE USING (2) 6" © AAI so,e. ALL ENGINEERING RlcHrs RESERVED INC. Refer to Standard Highway Signs book for details and dimensions. 0 1X2' WOODEN STAKES OR APPROVED THESE DRAWINGS ARE THE OF O EQUAL PER BAG. NOTE: AND PAREYNOT TOI BE UISEDRING OR INC. CMAXIMUM SPACING FOR FURTHER INFORMATION FOR FURTHER INFORMATION REPRODUCED IN ANY MANNER, FOR FURTHER INFORMATION 1 . RECESSED CURB INLET CATCH BASINS EXCEPT WITH THE PRIOR WRITTEN 3. WHEN USING 30 BIO-BAGS TO "-6" ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE PERMISSION OF AAI ENGINEERING INC. ` ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER MUST BE BLOCKED WHEN USING FILTER CHAPTER a OF CLEAN WATER 0 PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER FRONT VIEW SERVICES EROSION PREVENTION The VAN-ACCESSIBLE sign shall only be used with sign R7-8 HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION AND SEDIMENT CONTROL FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION SHEET NUMBER NOT TO SCALE AND SEDIMENT CONTROL � to designate the parking spaces that have an access aisle 8 ft or wider OVERLAPPED BY 6". AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. FABRIC INLET SACKS TO BE DETERMINED PLANNING AND DESIGN MANUAL, PLANNING AND DESIGN MANUAL. BY MANUFACTURER. I 0 INLET PROTECTIONSEDIMENT FENCE \ � INLET PROTECTION 04 TYPE 4 CleanWater Services CleanWater Services TYPE 5 Clean%0 Services Figure 9 14 DRAWING NO. 915 DRAWING N0. 875 DRAWING N0. 920 C3ml N O N tl JOB NUMBER: A21043.10 06/21 /2021 — CONSTRUCTION SET