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Plans (17) PLM2020-00503 (�'i1Zo2o -00,��3 RECEIVED up°e�-j5°°'5 VcW DEC 14 2020 SMET NOTES CITY OF TIGARD ` D PRpFF 1. ALL SANITARY PIPING SHALL BE PVC 3034 OR APPROVED LDING DIVISION 5 �M01MCE \ EQUAL UNLESS NOTED OTHERWISE. 1 ^\ 2. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT \ SHOW EVERY JOINT, BEND, FITTING, OR ACCESSORY v REQUIRED FOR CONSTRUCTION. / \ \\ 3. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH r \ \ UPC CHAPTER SEVEN, SECTION 707 AND SECTION 719. EXPIRES: 6/30/2021 THIS PLAN MAY NOT SHOW ALL REQUIRED CLEAN OUTS. 4. DOMESTIC WATER AND FIRE LINES AND ACCESSORIES \ BETWEEN THE WATER METER AND THE BUILDING SHALL BE INSTALLED BY A LICENSED PLUMBER EMPLOYED BY A LICENSED PLUMBING CONTRACTOR. v 5. UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE \ CONSTRUCTED OF MATERIALS APPROVED FOR INTERIOR 14 LF - 6"SD IE=13\ \ USE AS DESCRIBED IN THE CURRENT EDITION OF THE UPC. c S=0.65%` c IE=137.37 6 LF - 6"SD 6. INLETS AND OUTLETS TO ON-SITE MANHOLES SHALL HAVE a S=0.95% FLEXIBLE CONNECTION NO CLOSER THAN 12" AND NO to FARTHER THAN 36" FROM THE MANHOLE. o Ap �\ v IE=133.92 2 \ 7. CONTRACTOR TO VERIFY SANITARY AND WATER SIZING C \ SD CB-01 \ D 60 LF - 6"SD \\ AND INVERTS WITH APPROVED PLUMBING PLANS PRIOR TOS, RIM=143.53 , S=0.65% ORDERING MATERIALS OR BEGINNING CONSTRUCTION OF IE 6" OUT=142.13 (SE) \\ SAID UTILITIES. LF - 6"SD x93 LF - 6"Sp \r9 S=-4.51%-' . ,/ A 23 LF - 6"SD \\ S=0.65% >T \ SD FCMH-01 LABEL LEGEND 8 LF - 12"SD RIM=135.38 58 LF % \ IE 12„ IN=134.30 (SE) PPE LABELS / \ cn 1E 12 OUT=134.30 (NW) UTILITY LENGTH SD CB-04 51 . - 8"SD , \� N S=o.65% UTILITY SIZE > RIM=143.68 \ 18 LF - 6"S IS£ ter' IE 6" OUT=141.68 (NE) \ S=18.06% XXLF - XX" XX F- UTILITY TYPE 33 LF - 6 SD ' 19 LF - 12"SD \ i IE=134.96 O AA Ai S=0.65% S=0.50% \ \<\ r " S=X.XX% SLOPE (WHERE APPLICABLE) /` '�1 a1 aalaaaataa, ce. IE=137.97 y IE=134.01 \ \ 16 LF - 6"S ❑ / , \� s=2.o3% STRUCTURE LABELS 875SW.]9YJ"I�Gps s F o m O 1 c \ / / IE=135.28 SS ® CROSSING a \ 1 [ 38 LF - 6"SD \ �IE=136.56 SD ® CROSSING UTILITY TYPE (FP=FIRE PROTECTION, S=SANITARY, S=0.95% 17 LF - 12"SD � SD SFCB-01 \ w S=0.78% �i 4 LF - 8"SD D SFCB-02 SD ® CROSSING IE=134.43 IE=136.53 5=0.65% STRUCTURE TYPE (SEE BELOW) SD=STORM DRAINAGE, W=WATER) RIM=140.51 S / IE 6" OUT=138.21 (SE) RIM=144.01 SS ® CROSSING IE=138.54 5 'T. 6 LF - 8"SD / IE 6" IN=141.71 (NW) 48" DETENTION IE=13 44 3 \ S=0.65% \\ XX XX-XX ---ID NUMBER (WHERE APPLICABLE) // O IE 6 OUT=141.71 (SE) 6" MANIFOLD IE=134.43 1E=136. 8 LF \ RIM=XX.XX -STRUCTURE INFO (WHERE APPLICABLE) 4 LF - 6" % / / 48" DETENTION IE=134.43 \ 8 0. - 8"SD \\ STRUCTURE TYPES / / / �� INLET PIPE IE=136.43 \ 34.44 % / IE=134.44 48" DETENTION \ \ TYPE DESCRIPTION LF - 8"Sp IE=136.44 INLET PIPE \ BF BACKFLOW PER DETAIL 4/C4.2 , _ \ 41 LF5-36%S \ \\\ CB CATCH BASIN PER DETAIL 5 C4.2 IE=134.54 48" DETENTION \ / 67 LF - 6"SDS=2.00% IE=134.54 INLET PIPE_ \\\\ FCMH FLOW CONTROL MANHOLE PER DETAIL 1/C4.3 S=2.72% IE=134.54 48" DETENTION \ \ FDC FIRE DEPARTMENT CONNECTION PER DETAIL 3/C4.2 �A, SD WQMH-01 IE=134.54 INLET PIPE \\\\ FH FIRE HYDRANT PER DETAIL 542/C4.3 RIM=144.69 \ \ \ FV FIRE VAULT PER DETAIL 2/C4.2 IE 6" IN=137.11 (W) \ \ \ \\ IGF IRRIGATION BACKFLOW IE 6" IN=137.40 (S) 2 IE=139.37 " \ IE 8" OUT=137.40 NE � 34 LF - 6 SD � � \\ 2 \\\ RD ROOF DRAIN CONNECTION ( ) S=3.05% cTl 1 �� \ / \ SFCB SINGLE FILTER CATCH BASIN PER DETAILS ON C4.4 16666 SN 72ND AVE SUITE 200 SD RD SD RD X35 LF - 6"SD \ \ PORTLAND. OREGON 67224 IE=143.20 IE=143.20 _ -S=0.99% \ \ WM WATER METER TEL : 603 . 226 . 1266 WQMH DETAIL 2250 A DUALITY M 60 ON SHEET C4.3 ANHOLE PER CWS STANDARD SD CB-02 � ^\ S \ \ FAX : 603 . 226 . 1670 / RIM=144.33 SD CB-03 \\ w a W . c 1 0 A I N c . c o N IE 6" OUT=142.88 (S) RIM 144.26 \\\ IE 6" OUT=142.34 (SW) \ \ 25 LF - 6"SD \ S=3.05% SD RD 17 LF - 6"SD \ \ LEGEND IE=143.20 S=0.95% \ \ IE=134.90 48' DETENTION 75 LF �� , 52 L��8"Sp \\ \ IE=134.906" MANIFOLD SANITARY SEWER LINE SS SS SD RD r8 6 nE- 9r�> \ \ IE=143.20 WATER LINE - W W W - 35 LF - 6"SD � 36.63 \ \� \ Y`•r FIRE LINE FP - FP - FP - FP S=0.99% 26 LF - 8"SD S=19.73% FDC LINE - FDC - FDC - FDC Q 14 LF - 6"W ss / STORM LINE \ \ FF=145.70 \ / 26 LF - 12"WQ,�1 83 LFS=2.72% 131 LF - 6"SD W W IBF-01 ss �y� / / X = LL_ � S=3.05% SD SFCB-03 4 LF - 6"W '\ O STORM NOTES o un N SD RD RIM=144.97 l 0 7 LF - 12 W `,� g� 1 INSTALL 600 LF OF 48" DETENTION PIPING. DETENTION LSI N \ . IE=143.20 IE 8" IN=141.67 (NW) W _BF-Ot Y^\ F� s �� SPIPING OPE TO BE INSTALLED WITH APPROXIMATELY 0.3% OF O ` Z � IE 8" OUT=141.67 (SE) • , </ I 5F s / /' 0 15 26 LF - 12"W w A\T \ W FH-01 2 CONNECT TO EXISTING STORM LINE D W m 0 af 3 2 6 , 12 LF - 6"FP I- Q / SD RD ° d O SANITARY NOTES z Q w o O E IE=143.20 • 19 LF - 6"W 17 LF - 12"W O u 0 XOp 1 CONNECT TO EXISTING SEWER LINE Q .... W FDC-01 / c \ ,y W Wm-01 2 SANITARY SEWER POINT OF CONNECTION TO BUILDING. z Q C 9 LF - 4"W W a:•.' / / CONTRACTOR TO VERIFY INVERT BEFORE INSTALLATION. o a �4 LF - 6"W 17 LF - 6"j/ 7 LF - 12"W u� N / ;,: / ❑X WATER NOTES Lo /.� ,d . 1 CONNECT TO EXISTING WATER MAIN U d . °. i n . , ° ° 1 .w 1 r hp 2 FIRE PROTECTION POINT OF CONNECTION TO BUILDING • 9. a. . .. 5 •• ' . " r / 3 DOMESTIC WATER SERVICE CONNECTION TO BUILDING °. / 4 RELOCATE EXISTING PUBLIC FIRE HYDRANT r CITY OF TIGARD NORTH „ • q , Approved................... ............Q� SIT • d a; • • ; •.' . -r M, Conditionally Approved.......... a «..[ ] E COPY / G / See Letter to:Follow..................[ ] r r /� / pp Aharhed........... ....I ] • °. , / kx\ PertnitNumber PLMaoAu o0 0 Address: 14 S.GJ v oon Feer) / d • / By: Date: GRAPHIC SCALE UTILITY PLAN Y / / •'�` . • �� // ' / �/ / N FEET Vd 111 I , •. •. • `: / 1 inch 20 fee ri 0 JOB NO. 190142.01 0 o © �PoGH75 PR N 0 N LL � p PRCl 1 EXPIRES: 6/30/2021 DESIGNATED CONCRETE PROVIDE 18"x24" SIGN. WASH AREA ANGLE BOTH ENDS OF SEDIMENT FENCE TO ASSURE SOIL IS TRAPPED 3' MIN. N 1— — — — — — — — — — — — INTERLOCKED 2"X2' POSTS II — SEE NOTE 2 AND ATTACH (SEE TURNED o ;,IIEdIIQ1 ENDS CONNECTION) \ Z_i= PLAN VIEW FILTER FABRIC FILTER FABRIC STITCHEDTOGETHER TO D: 2"X2" WOOD NOTES: FORM POST POST OR STEEL 1. INSTALL A CONCRETE WASH OUT PIT AND A VISIBLE SIGN STATING, "DESIGNATED POCKET FENCE POST 0- CONCRETE WASH AREA." LOCATE THE WASH OUT IN A PLACE THAT WILL BE 9 ACCESSIBLE TO CONCRETE TRUCKS SIZE TO THE PROJECT. FLOW rl " MIN. 2. PROVIDE 3' X 3' MINIMUM WASHOUT AREA. INCREASE SIZE OR PROVIDE 36 ADDITIONAL WASHOUTS AS REQUIRED TO ACCOMMODATE PROJECT CONDITIONS. EXPOSURE rn EXISTING GROUND N 3. LOCATE WASHOUTS IN AREAS THAT WILL BE ACCESSIBLE TO CONCRETE TRUCKS. POST FILTER 4 FOR MAY BESHOUTS BUUR ED IN LOCATEDIN AREAS FOR OTHERGNATED TO APPLICATIONS,CEIVE HARDSCAPE,REMOVE AND DISPOSE OF FABRIC SOLIDS. DETAIL FABRIC POST POCKET Emil e,lS.,eIS,j, ENGINEERING I- 675SWGA1 J BrtonOR 197W6 MAX. N "539 . FRONT VIEW "°`° 3 0 .� CONCRETE WASHOUT SCALE: NTS FILTER FABRIC GROUT FRAME RETRIEVAL STRAP ® ® 36' ` BACKFILL 48" MIN. 1` TRENCH TYP. o 36" o�. 6" 0 0 Q� CULVERT DRAIN TURNED ENDS MIN. ohs PQ SIZED AS REQUIRED GEOTEXTILE END CONNECTIONS I TO PASS FLOW 24" MIN. p TRAPPED SQ M/ 6" AREA MIN. ~ a DRAIN G . SIDE VIEW . V 24" ''•O�o_ .pp 0000 O'GQ"o 00'.00 0 0 0 o NOTES: o 'j.? y , 13895 SM 72ND AVE SUITE 200 WOVEN FABRIC a p" e,o '°° :.moo oG 1. THE FILTER FABRIC SHALL BE (36" MIN. WIDTH) PURCHASED IN A CONTINUOUS °A p ° 0 0 •o ° PORTLAND, OREGON 97224 "a°"o° .;o' .q-:° 12" MIN. ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN TEL : 5 0 3 . 2 2 8 . 1 2 8 6 p b 25'R MIN. >4° °' •,o °0 °o1° JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY F A x : s o 3 . 2 2 8 . 16 7 0 4" - 6" °' www • 0 1 D AIN O . C 0 M FASTENED TO THE POST, OR OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN ON QUARRY SPALLS DETAIL SHEET. SEDIMENT ACCUMULATION \ �A��' INSTALLATION NOTES: SEPARATION FABRIC ti� 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS UNDER AGGREGATE WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6-FEET 1. REMOVE CATCH BASIN GRATE. 2. CLEAN DIRT AND DEBRIS FROM GRATE LEDGE. APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24-INCHES. 3. PLACE WOVEN FABRIC INSERT FILTER SACK FILTER FABRIC U-SHAPEDNOTES / 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6-INCHES. ALL 1. THE ENTRANCE SHALL BE MAINTEINED IN A CONDITION THAT WILL PREVENT BIOBAG/COMPOST SOCK OVER CATCH BASIN OPENING WITH BAG INSIDE BASIN. EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE SEDIMENT PROTECTION MUST BE DESIGNED FOR LOW-FLOW AND CONTAIN NO TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. OVERFLOW. REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED 4. REPLACE GRATE, AT THE SAME TIME PINCH INSERT FABRIC BETWEEN GRATE AND TO TRAP SEDIMENT. 4. STANDARD OR HEAVY DUTY FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED FRAME. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO � 5. CUT EXCESS FABRIC OFF AND LEAVE THREE TO FIVE INCHES OF FABRIC AROUND PUBLIC RIGHT-OF-WAY. LOOPS FOR 2"x2" POST INSTALLATION. STITCHED LOOPS WITH STAKES SHALL BE 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH INSTALLED ON THE DOWN-HILL SIDE OF THE SLOPED AREA. w��// OUTSIDE SIDE OF GRATE IF INSERT IS REUSABLE. CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR li SEDIMENT BASIN. >_ 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR MAINTENANCE NOTES: USEFUL PURPOSE, BUT NOT BEFORE THE UP-SLOPE AREA HAS BEEN Q E2 1. DETERMINE SEDIMENT ACCUMULATION BY PROBING WITH YARDSTICK TO MEASURE 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA PERMANENTLYPROTECTED AND STABILIZED. rr nn Ly SEDIMENT LEVEL. THE CONSTRUCTION ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO V LL 2. RECOMMENDED: EMPTY AND REINSTALL WHEN UNIT IS APPROXIMATELY HALF FULL DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER 5. DIMENSIONS: 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, N (UP TO 12 INCHES SEDIMENT). GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO PREVENT SUB-SOIL EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY 3. RECOMMENDED: REGULARLY INSPECT INSERTS/BIOBAGS/SOCKS AND LOG REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. W N OBSERVATIONS AS A BEST MANAGEMENT PRACTICE. PUMPING. zo Z � 2 INLET SEDIMENT PROTECTION 3 CONSTRUCTION ENTRANCE SEDIMENT FENCE SCALE: NTS SCALE: NTS J SCALE: NTS W m O O V) ry N v' W0 Q W v V n a� N � Q N W a z W Q (n a Q 6 W U g E CO 0 N / ° n O a 0 ur v ° U U a 0 P F T DETAILS a ° ° ° 0 0 Y O I7 Y O / JOB NO. 190142.01 Q P.c aDA 14 � p PRL ^ LANDSCAPE CURB AT BACK OF RAMP 1 SEE PLAN EDGE OF AC PRECAST 6 AREA 1 TO RETAIN GROUND TC=TP PARKING LOT CONCRETE a.1 TC=Tr NOTE1. [SIDEWALK CONCRETE CONCRETE SIDEWALK ADA 41 WHEEL STOP "2% MAX 4" MIN. THICKNESS SIGN (WHERE a- � 6" CURBNAPPLICABLE) EXP W W W WW a , _ .. _ - EXPIRES: 6Z30 2021 ° 8.3% c_� �_ 8.3% a �M 3" SUBBASE I I MAX. - :-T MAX. COURSE 2' NOTES: 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING, AT POINTS OF c TANGENCY AND AT ENDS OF EACH DRIVEWAY, UNLESS NOTED OTHERWISE. 2' (TYP.) J < 6" CURB 6' MAX 14' MIN.) 6' MAX 6" CURB N a N z EXP. RAMP 0" CURB EXP. RAMP EXP. 0 2. CONCRETE SHALL BE 3000 P.S.1 AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 4' WHITE ~ C- a � v � ADA DETECTABLE � 1-1/2" TO 3". STRIPE (TYP.) 4" WHITE o a a NOTE 1- WARNING TILE STRIPE (TYP.) v~i � w NOTES 3. PANELS SHALL BE 5 FEET LONG. 24" MIN. 0 N 00 0 V 1. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND 4. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND rL UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 SHALL BE 1Y4" LONG BY Yz WIDE WITH THE LONG SECTION "AXIS ORIENTED FEET. 36' PERPENDICULAR TO THE CURB. THE GROOVES SHALL BE Y8 DEEP BY Y4" WIDE. o 5. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS 00 THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A N 111—4' CURB RAMP - TYPE 1 MINIMUM 1/2" RADIUS. ANGLE ORIENTATION 7 SCALE: NTS FOR FIELD LAYOUT rn 6. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE 36' n CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. 12' VAN OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. g' TYp. 6' (8' VAN), TYP. 9' STD STALL 7. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH L8' COMPACT STALL- 3" TALL 3" DIA. PVC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER (U.N.O.) (U.N.O.) (SEE PLAN) CONCRETE �!"�I dg>acasaueln.rc. PIPE. BLUE SIDEWALK _ CONCRETE SIDEWALK ADA SYMBOL AND "VAN" SEE PLAN 6" CURB E N G I N E E R I N G 1 BACKGROUND ACCESSIBLE TEXT SHALL (OPTIONAL) EXP. <8755w�Ma«..,�,"W,°,.,",",,"a,9, SCALE: NTS OCCUR ONLY AT STALLS TOP OF CURB y OJ6 .0°u.Proj3 �u5A�00 10 SHOWN ON PLANS FLUSH WITH TOP W W NOTE 1. 4 TYPICAL PARKING LAYOUT OF SIDEWALK W 0 6' MAX. SCALE: NTS °D �1 RAMP CONSULT GEOTECH FOR PAVEMENT DETECTABLE STRUCTURAL SECTION AND ' COMPACTION REQUIREMENTS 2'. w °°°°°°°° °°°°°° g°°.°_° ° °_°_°,°°° ° � WARNING (WHERE SHOWN AC SURFACE COURSE LANDSCAPE ON PLAN) \ AREA `; 6" �+ W 7 I CURB 12"��� \ EXP. / RADIUS. SEE PLAN _ _ RES ERVED °ooe" o o uPARKING --SIGN N 0. R7-8 18" PER MUTCD 1 a1 a 1 l I I I - • � - 6' CURB COMPACTED BASE COURSE I EXP. 6" RADIUS 1s09T sMr 72ND AVE SUITE zoo SUBGRADE 7' 1 / PLAN PORTLAND, OREGON 97224 \ VAN --ATTACH SIGN NO. NOTES: FAX : a 0 3 . 2 2 e . 1 e 7 0 NOTE 1 R7-81P WHERE APPLICABLE 1. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND 1T w w . C 1 D A 1 N C . C 0 Y ACCESSIBLE REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND /� ASPHALT PAVEMENT SECTION SHALL BE 1Y4" LONG BY Y2" WIDE WITH THE LONG SECTION AXIS ORIENTED L SCALE: NTS \ _ i / PERPENDICULAR TO THE CURB. THE GROOVES SHALL BE Jy" DEEP BY Y4" WIDE. NOTES: 1. 2" ID GALVANIZED STANDARD Q CURB RAMP - TYPE 2 6" R=%" --Y h STEEL PIPE WITH CLOSED TOP E: NTS R= 4" BACKFILL TO I I --NOTE 2 (ASTM A120-65). TOP OF CURB 6^- 2. 8" DIA. CONCRETE FILLED PAVEMENT �- POST HOLE. � � �� LANDSCAPE ADA PARKING SIGN - TYPE 1 n Q AREA 16" SCALE: NTS • . a CONCRETE SIDEWALK SEE PLAN Q INSTALL 3/4" x 18" ____ Ly 1 DOWEL ANCHOR, TYP. CONCRETE CURB - o-�_. Ll ILL_ ° �°�4" OF SUBBASE NOTE 1 i ~ W N g"� COURSE ao � II !! 2, 6, z >m z " MSN. 6„ j .� ---------------------' DETECTABLE o � � NOTES \ \ II (T� y I 2 0 1. CURB EXPOSURE E = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. 6 � II _ ag8go_ �_J l WARNING C) m I I1 (WHERE SHOWN W 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. I I ON PLAN.) i CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY 6^ �� " U 0" EXP. z W p AND AT ENDS OF EACH DRIVEWAY. fl \ �2 PLAN CONCRETE O 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS II EDGE OF RAMP CURB V CL Q OTHERWISE SHOWN OR AS DIRECTED. II TO BWITHUAC CONCRETE z Q 9+ 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS �/ II DRAINAGE 8.3% MAX. SIDEWALK W 3 APPROVED BY THE ENGINEER. II SLOT, TYP. 0 (n CONCRETE CURB - STANDARD a _ - } Ln 3 SCALE: NTS Ll L BASE L COMPACT Y NOTES: a 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S --- MATERIAL SUBGRADE PRODUCTS APPROVED BY ENGINEER. PRECAST CONCRETE WHEEL STOP SECTION 'A' o SCALE: NTS NOTES: 1. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND 6 REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE 1 1/4" LONG BY 1/2" WIDE WITH THE LONG SECTION AXIS ORIENTED PERPENDICULAR TO THE CURB. THE GROOVES SHALL BE 1/8" DEEP BY 1/4" 0 WIDE. a E DETAILS " a CURB RAMP - TYPE 3 9 SCALE: NTS C4 . 1 a R JOB NO. 190142.01 " H © UO PoOlI7S CDA. P.D. O N Y. CONCRETE COLLAR. PR •p„ NOTE 1 3000 PSI CONCRETE �`�" ENolid tiY OMIT IN NON-TRAFFIC t HEAVY DUTY 28" MIN AREAS OR WHERE CONFLICTS WITH CURB SQ. TRAFFIC GRATE. RESURFACING MATCH - FLOW 6N' RIM=PER PLAN #4 REBAR LOOP 1 �� EXISTING PAVEMENT PAVED I UNPAVED TypPAVEMENT �C SECTION AREAS AREAS I EXISTING AC SAWCUT I DETECTABLE f — — EXPIRES: 6/30/20 21 ::, PAVEMENT LINE WARNING TAPE PLAN 6' if PAVEMENT DUAL PORT INLET. 12" VERIFY MAKER, MODEL AND SIZE. MIN. 12" o o' / GREASE o'• % 0 w \\ � _ TRAP W/ J U J ��\//�\��\i\��/\//\ o � - /� /� /�\� N Q Q /\j. HINGED LID PIPE SIZE 04 o x J/� p° z \/� PER PLAN o Y \j\\\ apo paoe p.��'. / // // \ \ _ CL FDC STAND PIPE. 18" MIN O m(D z v j/// o e ospoo eooj/\ /////� to U-) W VERIFY SIZE36" MAX. SIDE %�' 24" o \\� —IE PER MIN. . / ° ..°'°De. o'•°'° \ \ _ ./ PLAN .•p ° p /\ NOTE 1 u / Y >\ I �FINISH GRADE % NOTE 2w ACER WIREw F SQUAREZ oce - r- \//�;•:°Po ;P m y I - �/ ENGINEERED FILL ° / � � D/2 \ � •:Q pp•of _` °.gip?I pep a // Z \/\\// I \\/. a __ ° o ° ° // (D \//� _ (D 01 — /VAA�� A�� z p ^ ° p °o / / THRUST BLOCK /• " p Low SECTIONm N , TO VALVE NOTES: I —III—I I—I I I 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH i I—III III_I AND BOX CONTRACTORS COMPACTION EQUIPMENT. AAI MIN. MIN. 2. 1/4" STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL - - , N G SECTION BASINS OR APPROVED EQUAL. E !� G ! F r I 4875 SW G Owe 15'+°e 3 I pea+anon,OR 1 9700 TYPICAL PIPE BEDDING AND BACKFILL TRAPPED CATCH BASIN °"'°���P� N.s3°'u'�Bi1°°°� I aOk"a.uoo4a.I SCALE: NTS NOTES: SCALE: NTS 1. CONCRETE ANCHOR PAD TO BE 12"x12"x6" THICK, UNLESS NOTED OTHERWISE. ELIMINATE IF INSTALLED IN CONCRETE PAVED AREA. 2. USE FLANGE OR THREADED FITTINGS. 3. CONTRACTOR SHALL PROVIDE SINGLE CHECK VALVE AND BALL DRIP VALVE IN HARD SURFACE LANDSCAPE AREA Nom' ELEC. CONDUIT ACCESSIBLE LOCATION INSIDE DDCV VAULT. COORDINATE WITH PLUMBING. CAST IRON FRAME AND ( MECHANICAL PLUG SIAMESE PROVIDE TAMPER SWITCH, WIRING TO Qt TOO FIRE DEPARTMENT CONNECTION (FDC) COVER TO FINISHED I WITH GASKET HEAD FIRE DEPT. DUAL PORT GRADE IN PAVED AREAS RISER O.D. CONN. PER 3 CAST IRON FRAME NFPA 13 _ O.S.H.A. SCALE: NTS AC PVM'T OR CONC. PAVING + 2�• SET IN CONCRETE FLOW_ 24.. OR OTHER SURFACING _ _ r APPROVES SPOOL FLG. x LADDER I MIN. PE 4" D.I.P. MIN I� I ����� � RETAINER GLAND -------- �1" MAX. - - - - SLOW 2" s" MIN. --- —T--- #4 HOOP • L _ �� t CUSTOMER SIDE • CENTERED IN 3000 15895 sw 72ND AVE suirE zoo RETAINER 12" - -- O FILL IN LOCATION _ - - I PSI CONCRETE PAD. PORTLAND. DaEcoN 97224 GLAND MIN. 6" MIN. 2 BILCO DOOR ONLY METER SIDE �� _ _ __ T E L : a 0 3 . 2 2 a . 1 2 a a Y4 USED BY T.V.WD & ° PROVIDE " MIN. F A X : a 0 3 . 2 2 a . 16 7 0 TIGARD,BEAVERTON. 4 MIN. n 18 PLAN DELETE IF NOT IN CLEARANCE FOR TO FINISH GRADE CONCRETE PAD • w w . C I D A I N C . C o 1a VARIES, 6" MIN. THIS AREA " I 36" _WHEN-RAISED AND RISER PIPE PLAN RISER PIPE GASKET 'pD SEALS CARSON METER ° TYP.. WIRING CONDUIT BOX (OR EQUAL) f o TRENCH BACKFILL MIN. TOO RETAINER GLAND RETAINER GLAND WYE BRANCH 0 ' 45' BEND - - - - - - 2" FEBCO MODEL 850S 24" MIN. 0 CLEARANCE DOUBLE CHECK VALVE CARRIER / FLANGE NONSHRINK � I � 12" PIPE GROUT TYP. ASSEMBLY (OR EQUAL) PIPE Q COUPLING MIN. SUPPORTS l _ INSTALL PLUG WITH rr nn ADAPTOR SUMP W/ 2" — — _ GASKET IF END OF V W AUTOMATIC DRAIN HOLE I 1 LINE Li- BALL VALVE CINCH H N BALL DRIP ��-2" DRAIN OR 1 CU. 0 ANCHOR TYP. SECTION �YD. PER GRAVEL — —° " — SERVICE CONNECTION W N -- - °'o ;'0 9 •pa ° - - IF REQUIREDZ `' z 6" MIN. " ° ° °�.a° O / 0 r UTILITY VAULT OR EQUAL BILCO DOOR BEDDING MATERIAL F D.D.C. SIZE OO CRUSHED ROCK CLEARANCE U 0 IY WITH F.D.C. WITHOUT F.D.C. OR EQUAL BASE 6" MIN. m 4" 676 - WA 577 - WA J - 5AL ELEVATION NOTES 4' IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. 0 0 12 6" 687 - WA 676 - WA J - 5AL NOTE: Z W 0 8" 5106 - LA 687 - WA JD - 3AL INSTALLATION SHOWN IS ONLY A SUGGESTION. THE DISTANCE FROM BOTTOM OF 2. FOR CARRIER PIPE SIZE 6"D AND LESS, PROVIDE RISER PIPE SIZE TO MATCH DEVICE TO FINISH GRADE, FREEZE PROTECTION, AND CLEARANCE FOR TESTING & CARRIER PIPE. U V Q R 10" 5106 - LA 5106 - LA JD - 3AL REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO BE Q INSTALLED IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR 3. FOR CARRIER PIPE SIZE 8"0 AND LARGER, RISER PIPE SHALL BE 6"b. z D CD METALS). IF FREEZE PROTECTION IS PROVIDED THE 24" MIN CLEARANCE MAY BE W � ~ DOUBLE DETECTOR CHECK REDUCED. 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. 0 cn FIRE SERVICE VAULT W/ DRAIN TO GROUND DOUBLE CHECK BACKFLOW ASSEMBLY STANDARD CLEANOUT (COTG) a Ln SCALE: NTS SCALE: NTS V J SCALE: NTS w 0 o a Qo 0 o N a u .c O n 0 " L N V O U V U O T DETAILS a 0 u 0 ° C4 . 2 a Y O n a N JOB NO. 190142.01 " c © 2U000 CSA P.C.�A N IeQ1r5 s2g7t� 4 O �5 EH,G1N T ADJUSTABLE LOCK HOOK WITH LOCK SCREW MANHOLE ACCESS:11 1" DIA. ROD 2POINTS REQUIRIOD CONFIGURATION DETAIL INSTALLATION DETAIL OR TUBING DETAIL A INLET FROM 0 70 PC AMT-SIPHON DETENTION FACILITY LIFT HANDLE O ATTACHMENT \�sf PIPE ADAPTER vm� DPIRES: 6/30/20211 MANHOLE ACCESS 0 HIOLE 9QD Ma= BOLT FROM ABOVE 0 113MABLE ALL SNOUTS AM TRAPS FOR 54" DIA. LIFT HANDLE S11RICWAIERICHT EXPANSION COW M AM WATER QUALITYCATCHANTFSRION WENT Bldl1 � ACCESS MANHOLE 0BE AS ABOVE O PORT (N � MANUFACTURED W. =770 MAXI 0 BEST MANAQEMDR PRODUCTS, INC. DETAIL B 53 MT. ARCHER In WATERTIGHT SEAL. LVAL CT am SEE MAWS 0030 FOAM C=W/ . o o PSA FAX TOLL FTEE1•(�)S434-3195 "OQ. d _ _ (ITSH TO tETHU17FQ N MAXIMUM OPENING 0 � PERoom ID CONNECTION FLS ram OR PRE-APPI101RD EQUAL APPROVED C MOIMAN RMSE PPE Y2" HOLES ON 10 SEE DETAIL POO --�� �- OUTLET Qom) OUTLET BOLT CIRCLE FM FRONT VIEW SIDE VIEW � NLErNre,ErELEVA,1o1H : ; '� s ,e• SNOUT OIL-WATER-DEBRIS SEPARATOR eaT w/ MIN 0.20 FT ABOVE N4ffi, 0 o CUTLET INVERT ELEVATION ..•• 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES (SEE DETAIL A) IL IL A SHALL BE AS MANUFACTURED BY BEST MANAGEMENT PRODUCTS, INC. OR WATERTIGHT D oDISMISS TABLE A� PRE-APPROVED EQUAL �� S� CLOSED 1ARPACE CANNOT 2 ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN DRAWING 030 w aw MN/4W MAX SUMP COMPOSITE NTH ISD GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.126" C PLAN ENT PPE 36• MIN LAMINATE THICKNESS. FRONT SIDE A. 6D• MAX 7� In • 3. ALL HOODS SHALL BE EQUIPPED NTH A MNMUH 10", WATERTIGHT ACCESS N SHEAR GATE DETAILS •. MANHOLE � PORRTT,, AA motmTm RANGE. AND AN ANn-SIPHON VENT As DRAWN. (SEE GAIGURATION DETAIL) IT SEE OCTAL 100 4, THE SIZE AND POS17M OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE COMPRESSED . SIZE AS PER MANUFACTURER'S RECOMMENDATION. BETWEEN HOOD FRAME AND COVER- 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18' AND STR1CIM �' dgHENuuENs,In. SET IN MORTAR f -LOCATION PER PLANS t ALL MANHOLE sEOnau SHALL WIIPOINI ro THE REgLR1 NTs of FROM LE Dur. (SEE DETAL B) REFERS TO CENTER OF STRUCTUREENGINEERING 81U5 ASTM 0-478 AND APPLICABLE PROVISIONS OF SID. MANHOLE DRAWING ENG ! !� E E R ! N C 6. Tiff ANTI-SPHONN VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3• AID 46203G0'30b1o'60"d. 63WJl .OeRJWW5 NO. 010• A MAXIMUM OF 24" ACCORDING TO STRUCTURE CONFIGURATION. 50] RIM PER FINISHED GRADES 2.INLET AND OUTLET PIPE NOT TO EXCEED 18' DIA Pmeol No A 0U 310 1 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE ON GRADING PLAN FINISHED SMOOTH AND FREE OF LOOSE MATERIAL (EST MANAGEMENT PROOUCM INC. 1 PROVIDE SPECIAL DETAL FOR SNOUT. EXCEEDING 18• DIA. SUMP VOLUME AVAILABLE PER DEPTH OF 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH Lm Cr Osm d- a 12" CONCRETE COLLAR 4. THE SIZElm APosner+ OF THE HOOD SINAL BE DETERMINED BY THE SUMP STAINLESS STEEL BOLTS AND OL-RESISTANT GASKETMAXIMUM . 1 CDM (888) 384-750 N6" MIN. THICKNESS OUTLET PPE SIZE AS PER MANUFACTURER'S RECOMMENDA110NS. 80' M.H.-'INIMUM � m 1 9. ANCHOR BOLTS SHALL BE INSTALLED INTO THE CONCRETE Or AROUND FRAME, OR 5.ANCHORING HARDWARE FOR THE HOOD SHALL BE EMBEDDED INTO 7Y WITHIN M.H.- 84.8 OF 141.3 OF S7RUCTURE-S WALL (NOT WITGROU7) 1101 OMEnINO, SPEffY F THE SMUCIM CAST INTO CONCRETE ANCHORING Nro GROUT C NOT AU7HIOPoZED. 84" Y.N.- 116.4 OF 192.4 OF N ■ICH THE HOW TUBI BE ATTACHED IS 10. INSTAUA71ON INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER FLAT OIL ROLM " WALKWAY 6.THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL PROVIDE SPECIAL DETAL FOR VOLUME SUPPLIED INSTALLATION KIT. t� BE FINISHED SM007H Am FREE OF LOOSE MATERIAL REQUIREMENTS EXCEEDING 192.4 OF KIT SHALL INCLUDE. INSTALLAINSTRUTIONS PROVIDE LIFT HANDLE rl" S/$ BOLT, TIP. 7 INSTALL PER MANUFACTIIRER,s INSTRUCTIONS BB.. PVC ANT�9PHON VENT PPE AM ADAPTER SUMP VOLUME REQUIREMENTS C. OL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA DACIONG 1" DIA. ROD i0 S.ALL MANHOLE FLAT TOPS SHALL CONFORM 70 ASTM 0-478 AND ARE 20 CF _0 CFS OF INFLOW D. 3/8' STAINLESS STEEL BOLTS , N DESIGNED TO MEET H-20 TRAFFIC LOADING. 58.9 CF MINIMUM REQUIRED E AiNCFHOR =HIE DS SECONDARY ORIFICES ON - OVERFLOW RESTRICTOR PLATE AT IE=SEE BELOW ARCHITECTURE WATER QUALITY WATER QUALITY ENDS OF DOWN-TURNED ORIFICE ELBOWS. SEE PLANS FOR .. IE=SEE BELOW MANHOLE (SNOUT) A ClHvanVi�abzr Services MANHOLE ( SNOUT) B CleanWa6rrr Services ORIFICE SIZES. .: 12" DIA. (DG "A") DRAWING N0. 250 REMISED 1D-31-19 DRAWING NO. 260 REv1sED 10-37-TSI , ' - V_ FABRICATED SOLID WALL 16695 SW 72ND AVE SUITE 200 a.. HDPE TEE PER PORTLAND, OREGON 97224 SD PIPE FROM ASTM D-1248 SDR 26 TEL : 5 0 3 . 2 2 5 . 1 2 8 5 DETENTION FACILITY 4 PIPE SIZE FAX : 503 . 225 . 1570 SEE PLAN -I W W W . C I D A I N C . C O Y I L FLOW - - - 18" FLOW SIDEWALK ADJACENT TO CURB IE IN=SEE PLAN I}MIN I IE OUT=SEE PLAN ? 18" CAST IRON '3.i 0 FRESNO SERIES 6800 ,: VALVE :BCX TOP SHEAR GATE OR APPROVED EQUAL, N TO BE WATERTIGHT FLEXIBLE a IN PLACE. COUPLING / RESTRICTOR PLATE 1/2 4": DF�AIN `i( c � � � � �. N� 0 WITH PRIMARY ORIFICE, NON SHRINK SEE PLAN FOR SIZE �\�; GROUT (TIP.) TAR' PAGER (MOIST.) Q N. N �-` o DUC ILF' ikUf� I '- 8" MIN.--•� � ENGINEERED FILL / RESTRAN ALL to 4 ce \ (_ f I_LL) OK'• OR LCUAL- �ASKE _ Ld Z c • _ jO°e0 ,O .?.o•. °° • 0°°° °oo• o°°° .0. . °°°�°°..-°°° ° ••.. • - - -- ,.. MEGAJ6 RETAIN 6 MIN BEDDING GLAWOrc AA0ON)i / OW\OORIE NN P,ER GA7 aL z Z SECTION A Bto , ( xIMr o >. o SIDEWALK WITH PLANTER ' " ILc. 0 cr - D o 2YR ORIFICE = 1.1" DIA HORIZ. ® 134.30 2 O ir LLQ m 0 10YR/10YR/EMERGENCY OVERFLOW ORIFICE = 12" DIA HORIZ. ® 138.05 STRIP AT CURB I-- z a Lij 0 FLOW CONTROL MANHOLE _ I - °` C) V 1SCALE: NTS ;. r a��-. .. w Q < CD NOTES- °° z Lu oJ. 'HYDRANTS TO BE MUELLER CENTURION, A-423;(OR, APPD EQUAL) 6" MJ, 5 1/4" Q (n MVO 3 PORT - TWO 2 1/2" PENTAGO_ N :APERATIONt �IUT, OPEN LEFT `1MI7H THE iFQLLO'MNG: Q A. OIL RESERVOIR _ Lo < B, BRONZE ACTUATION NUT Y C. BRONZE SEAT RING: n D. 'WEATHER SHIELD-CAP E, .SAFETY SLEEVE COUPLING a F. THREADED NOZZLES WITH "0" RINGS G. NATIONAL STANDARD THREADS 2:. SAFETY CHAINS.TQ. BE REMOVED. 3.. HYDRANTS TO BE 'PAINTED USING R-1317; SAFETY YELLOW-OR AN AL ERNATE APPROVED BY DISTRICT FIRE MARSHALL. e 4.. HYDRANT TO BE INSTALLED. TRUE AND PLUMB. 5. NO OBSTRUCTIOKS WITHIN 0' RADIUS OF: HYDRANT: 6, IF SUBJECT. TO VEHICLEDAMAGED, PROTECTIVE. POST TO BE PROVIDED. 6 7. VALVE BOX TO BE IN ACCORDANCE' WITH STANDARD DRAWN(-, NO, 50? OR AS APPROVED BY ENGINEER. a m E 8. THRUST BLOCKS SHALL. NOT BE PLACEC AT HYDRANT LOCATIONS. DETAILS 9- INSTALL A STORZ HP14ASO-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) o ON THE 4 1/2" PORT. x (.1 � 01 1IG.%(0 APP"0Sf0 R" NO SCALE C4 . 3 4 d {IR)1.R)N LORI FAHA, P.E. . 3 ENGINlERING DIVISION an ENBIEU an HYDRANT DWG. NO, PUmic X'ORKSOEPARTMENI' O/ 9 VOICL 003)63"71� 542 JOB N0. 190142.01 o TIGARgoRECO.m2L1 AUGUST 2015 ASSEMBLY �. X01 o !AX 459!1994-7271 APP9Dvµ DATE © P" w�u��cu PR�� f1w1 STORMFILTER STEEL CATCHBAS N DESIGN NOTES STORMFILTER STEEL CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACTY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CA-CHBASIN STORMFILTER TREATMENT CAPACITY ISA FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBEROF CARTRIDGES. 1 CARTRIDGE CATCHBASIN HASAMAXINUMOFONEuARTRIDGE. SYSTEM IS SHOWN WfrHA 27"CARTRIDGE,AND IS ALSO AVAILABLE WITH AH I6"CARTRIDGE. STORNFILTER HA$AMAXIMULIOFONECARTRIDGE. SYSTEM IS$HOWN WFTH A 27 CARTRIDGE,ANDIS ALSO AVAILABLE WITH AN IB-CARTRIDGE. STORMFILTER L.AICH"A IN UUNHUURAIIVNJ ARE AVALAMLE Wil H AUKY"LEI BAYFUiKVtL:IUHWNIMUL [:AH:N WNLUNrFjUKAf UNSAKLAVAILAI5LEWIIMAUKYNLE tlAY tUM VkC1UH WNIHUL ` \'- PEAK HYDRAULIC CAPACTY PER TABLE BELOW. IF THE SITE CONDITIONS EKCEED PEAKHYDRAULIC CAPACITY,AN UPSTREAM BYPASS STRUCTURE IS PEAK HYDRAULIC CAPACITY PER TABLE BELOW- IF THE SITE CONDITIONS EXCEED PEAK M'DRAULIC CAPACITY,AN UPSTREAM BYPASS STRUCTURE IS -] REQUIRED. q�C REQUIRED. I Ptt CARTRIDGE SELECTION CARTRIDGE SELECTION N CARTRIDGE HEIGHT 27' 1B" Tr DEEP CARTRIDGE HEIGHT 27" 18" 16'DEEP EXPIRES: 6/30 2021 ACCESS COVER CONCRETE COLLAR RECOMMENDED HYDRAULIC CROP(M) 3.05, 2.3' 3.3' ACCESS COVER CONCRETE COLLAR RECOMMENDED HYDRAULIC CROP(HJ 3.05 2.3' 3.3' _ AND REBARTO MEET SPECIFIC FLOW RATE IgpmMsH 2 jmv5f 7'g) i gpmisf 2 gpmElf 2 1 paw _ AND REBAR TO MEET SPECIFIC FLOUT RATE{gpm+sll 2 g7AVsf 7'gp 1 gpMsf 2 2 'gp 1 gpmJsf HOWIFAPPLICABLE BY H320 FAPPLICABIE BY CARTRIDGE FLOW RATE Igpm} 2e.5 11-25 15 T5 7.5 - i CARTRIDGE FLOW RATE(Spm} 225 11 .5 15 15 7.5 CONTRACTOR , CONTRACTOR .•. . , w -') ;�% 'EAK HYDRAULIC CAPACITY 1.0 1.0 to Ise !' . . w<< ; PEN(HYDRAULIC CAPACITY 1.0 1.01.8 �,. i• . 1 N -r INLET 1'-a' 1' x'{I j•' 'j.' >�. INLET PERMANENT POOL LEVEL(A) 1'-a' r-a' 71 A 1 <% "X• 1 a OMERALL S I RUCTURE HEIGHT OT) 4'F 3-0' 4'-0' A <' iiK- r„` ��.�, i a OVERALL STRUCTURE HE)GiT(B) 4'6 TI 4'$' 1•�x �. " 1 ��`P ' 1-67 gpnVSISPEGFIC FLOW RATE IS APPROVED 54RM PHOSPMOSORB10(PSDTRB)MEtXA(1PLY 'Ll` �,,,�,y �`eP •-B7 gp/MF84ECIFIC FLOW RATE LS APPROVED W RM PMOSPHosoI(PSOPE)MEDIA ONLY 4 i •[,7•. 1 T yyyLLL GENERAL Np-CC 4 � •5j� 5�w CLM1GFAL NpT= L 'SLK „ ; N 1. CONTECH TO PROVIDE ALL MATRMLS UNLESS NOTED OTHERWISE. i I :t ; 1. CDNTECH TC PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGYs'4 TS,PLEASE CONTACT YOUR * �`. 4 3 2. FOR SITE SPECIFIC DRAWINGS WITHDETAILE03TCRMFIL7ER CATCHBASIN:TRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH'_NGINEEREG SOLUTIONS LLC REPRESENTATIVE. w.r n .cunt9dIE5mm I��• � CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. ww xmtachE5mm STORMFIL-ER CATCHBASIN WATER QUALITY STRUCTURE SHALLBE IN ACCORDANCEWITHALL DESIGN DATAAND INFORMATON CONTAINED IN J. STORMFILTER CATCN6ASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATAIWD INFORMATION CONTAINSCIN O 1 •��� - .r . - 1 ' THIS DRAWING- 1 •�. .r' '�( ' ITIS DRAWING. O I ` ',e• �' ' °-1.-�.- VANED INLET GRATE 4. INLCTCHOJLDNOTOCLOWrn THAMOUTLR- IN_RTIF APPLCADL.E7 AND OUTLET r9PNC TO BE arcoIFICD DY CYC NCCR ASVD PROVIDED 3Y I - :e.. °';�'_ VANED INLET GRATE 4. INLCTCHOULD NOT DC LOW(THAN CUTLET. INLET fir APPLKADLC)AND OUTLET PIPINC TO OC CPCCII-ICD BY CNCNCCRAND PROVIDED DY C4 'iL • _ ($OLID COVER OPTIONAL) CONTRACTOR a {$OLID CENTER OPTIONAL) CONTRACTOR 116 MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THELEIFER"O'ABOVE THE CUTLET PIPE STUB ON THE EXTERIOR SURFACE 5. MANUFACTURER 70 RIPPLY ASURFACE BEAD WELD IN THE SHAPE OF THE DILATER"O'ABJVE THE OUZETPPE STJB ON THE EX7ERNJR SURFACE Q OF THE ST?F1 SFCB. OF THE STEEL SFCB, MO FOR IF APPLICABLE)AND OUTLET PIPING. STANDARD -4" _ 6. STORMFILTER CATCHBASIN EQUIPPED WrTH 41NCF(APPROXIMATE)LONG STUBS FOR NLET IF A OUTLET PIPING- STANDARD pJ^ 2'J^ B. STORMFIL ER CATCHBASIN EgIpPPED WITH4INCH(APPROXIMATE)LONG STUBS FO LET( IC ] 2'1' 2 q ( TEj ( E} 110 ^ INSIDE RIM INSIDE RIM _ OUTLET STUB IS B INCHES N DIAMETER. MAXIMUM OUTLET STUB IS 151NCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE INSIDERIM �^ NSICERIM OUTLET SNB 158 INCHES IN DIAMETER. MAXIMUM OUTLET STUB ISIS INCHES IN DIAMETER CONNECTIONTOCOUE-GTIONPFINGGMBE6tPDE 1.11' ,p-gay USING FLEKBLE COUPLING BYCON RACTOR. 1.11' ::-6-,• USING FLEXIBLE COUPLING BYYCONTRACTOR- ri COIIAR OUTSIDE RIR• 7. STEEL STRUCTURE TO 3E MANUFACTURED OF 1.4 INCH STEEL PLATE CASTINGS SHALL MEET AASHTO M306 LOAD RATING- -0 MEET HS23 LOAD COLLAR 01 RNA 7. STEEL STRUCTURE TO BE MANUFACTURED OF IA NCH STEEL PLATE CASTNGS SHALL MEET AASHTD NUDGLOADRATING. TO MEET H820 LOAD RATING ON STRUCTURE,A CONCRETE COLLAR IS REQUIRED.WHEN REQUIRED,CONCRETE COLLAR WITH A'4 REINFORCING BARS TO BE PROVIDED RATNG ON STRUCTURE.A CONCRETECOLLAR IS 6EQUIRED. WHEN REQUFED,CONCRETE COLLAR WITH A4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR- BY CONTRACTOR- PLAN VIEW E. FILTER CARTRIDGES SMALL BE MEDIA-FILLED.PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SNNJ_BE PLAN VIEW 6. FILTER CARTRIDGES SMALL BE MEDWRLLEBIPASSIVE,SIPHOA ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SH7NL BE Fr- 7-INCHES-FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 38 SECONDS. T-NCHES. FILTER MEDIA CONTACTTIIESHALL BE 4T LEAST 38 SECONDS. Z S. SPECIFIC FLOW RATE IS EQUAL TO THE FLTER TREATMENT CAPACITY(gpml DIVIDED BY THE FILTEF CONTACT SURFACE AREA(sq ft). 9. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm}DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq IN. W m INSTALLATION NOTES INSTALLATION NOTES p A.ANY SUBBASE,ELI DEPTH,AIJD)CR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AMC SHALL BE SPECIFIED BY A ANY SUB-WE,BACKFILL DEPTH,AND'OR ANTI-FLOTATION PROVISIONS ARE SI-FE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY J ENGINEER OF RECORD- ENGINEER OF RECORD. ((SJJ E. CONTRACTORTO PROVIDE EQUIPMENT WITH SU;FICIENT UPI AND REACH CAPACITY TO LIFT MC SET THE CATCHBASIN(LIFTING CLUTCHES S. CONTRACTOR-TO PROVIDE EQUIPMENT WITH BUFF CIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN(LIFTING CLUTCIES p PROVIDED PROVIDED)- kl C CONTRACTOR TO TAKE APPROPRIA-EMEASURES TO PROTECT CARTRIDGES FROM GCNSTRUCTION-RELATED EROSION RUNJFF. C CONTRACTOR TO TACE APPROPRIATE MEASURES TO PROTECT;ARTRIDGEE FROM CONETRUCTIONFELATED ERCSKTN RUNOFF. C N OPTIONAL FLOA7ABLE3 ^ 1-CARTRIDGE CATCHBASIN - 4v+r; OPTIONAL FLOATABLES 1-CARTRIDGE CATCHBASIN ^SLOPED LID SLOPED LID � N 2If 2'.4• BAFFLE STORMFILTER DATA 2.g 74" BAFFLE � STORMFI_TER DATA PERMANENT \ LIFTING EYE 1 / PERMANENT s LIFTING EYE STRUCTURE ID STRUCTURE D r POOL ELVATION (TYP.OF 4) POOL ELEVATION \ / (TYP.0=4) \ \ WATT]2 MJALI'rY ROW"RAT[ f1P __ _ �- _ \ \ % WATER OVAL TY ROW MTC d4 - - - - - F INSHED GRADE T PEAK ROVE RATE(c1 ds) _ _ . - _- - FINISHED GRADE F PEAK R04N RATE(<t dsl _ �I X911- -IIF RETURN PERIOD OF PEAK FLOW 25 YR -'- _ ZIP �I IF��III= =11F �y RETURN PERIOD OF PEAK FLOW 255 YR LILT LAS B '_i' I F:••I ------(- '' -�( I[_II = L \ }I C.ALRTRIIAlt rt10I u-.'16-.Itr UeeP 4 .'_J"'. I:„ -------- L'_• IEaI E. = a 2- \ /-lA10m;auscitIN.im. E I 1 j_I I CARTRIDGE ROW RATE E � � � � � CARTRIDGE FLOW RATE Li � C.7.RTRNtiG HGIGtII t" l6".16"VGCY e (gpm) 15 GPM won wnLL - MEDIA TYPE(PERLITE,ZPG,Psora) PERLITE $ % � wo MALL MEDIA TYPE 0ERLTTE.ZPG,PSORB) PERLITE ENGINEERING 4 31 ONYFLI CIl i I f - RRA ELENA-DN t S 1 ONMPLI ZK i I % = RIM ELEVATION 4875 SIN Gmmnn D, I Stine 3001 MINI OR 197a CARTRIDGE -_ FILTRATION - _ S 503620.30301e1.15 MO 56394 I+-.w.+��9.c FILTRATIDN BAY �/ CARTRIDGE FLTRAT T FILTRATION BAY _ BAY TNI=T _ H PIPE DATA: LE- DIAMETER I BAY INLET - PIPE DATA I.E DIMIETER "' "u.A2ao.am m INLET ` S INLET STUE r-� m INLET \ L INLET STUB FLOW DUTLETSTUUIe 9 �' OUTLET STUE 141.71' 6" PMMANCN7 L CONFIGU ION PERMANENT T CONFIGU ON POOL ELEVATION A1_ LYLET STUB 7 OUTL OUTLET J OUTLF OUTLET INLET STUB POOL ELEVATION / j INLET STUB INLET STUB (OPTIONAL) '\ OUTLET STIP 7 ._♦ - / (OPTIONAL) ''� OUTLET STUB -... (OPTIONAL) MILE RDFT o / iOPTIONAL) INLET MRET CARTRIDGE J CARTRIDGE / "' SU'PORT _ DUTLETPIPE MJLET N.ET l SUPPORT �- L _ OUTLET PIPE (FILE INLET @ F FROM F_01R7CIT 9 FLOW KR 7 FROM FLOWKIT h L04V Kff tLkANNtA71 Y SLOPED LID .ANO S / OLEANVUI Y SLOPED LID .NO CATCHBASIN FOOT 2-0 CATCHBASIN FOOT SOLID COVER No CATCHBASIN FOOT / g Z-F CATCHBASIN FOOT SOLID COVER .NO !-A - J g AIL'CESS PLUG L ACCESS PLUG OF I'UI]E .OFA N071ESfSPECIAL REQU REMENTS: INSIDE (Typ. ) ON TyggyyrpOl {TYP ) (TYP.OF a) J ON WEIR WALL iTYP.OF a) NOTESASPECIAL REQUIREMENTS' r-0'. r-c'r OUTSIDE OUTSIDE SECTION A-A SECTION B-B F SECTION A-A SECTION B-B U7 CONTEM 1 CARTRIDGE CATCHBASIN 5 „x.„„,: Cil NTECHe 1 CARTRIDGE CATCHBASIN Z StormHlter' ENGINEERED SOLUTIONS LLC STORNIFILTER StormF#ter ENGINEERED SOLUTIONS LLC STORMFILTER - o •- �" ... vw mnMrhR mm - -' ' •••• vw ImAvlfi rnm •- tiII 9ImCwr&%imeDr,sum40gweotClafa.0114ilM STANDARD DETAIL �' """'"-""-�""' IozacemlewmeDr_.�,1re•m-WenLcn9.1�'D1+4so� STANDARD DETAL WO-46-3919 513-W 7000 513.39GT383 FAX &BO-525-3989 513-895-70110 513-ME-7993 FAX STORMFILTER STEEL CATCHBAS N DESIGN NOTES 15895 STI 72ND AVE SUITE 200 STORAWLTER TREATMENT CAPACTY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CA-CHSASIN PORTLAND. OREGON 97224 HAS A MAXIMUM OF ONE JIRTRIDGE. SYSTEM IS SHOWN WTfHA 2T CARTRIDGE,AND IS ALSO AVAILABLE WITH AN tr CAR7RI3GE. STORNFILTER T E L : 5 0 3 . 2 2 6 . 1 2 8 5 GATCHBASN CONFIGURATIONS ARE AVAILABLE WITH ADRY FILLET BAY FORVECTOR CONTROL PEAK HYDRAULIC CAPACTY PER TABLE BELOW. IF THE GRE CONDITIONS EKCEED PEAKHYDRAULIC,APACFTY,AFI UPSTREAM BYPASS STRUCTURE IS F A X : 5 0 3 . 2 2 6 . 1 6 7 0 REQUIRED. WWW CI D AI NC COM CARTRIDGE SELECTION CARTRIDGE HEIGHT 27' 1B" 18'DEEP ACCESS COVE CONCRETE COLLAR RECOMMENDED HYDRAULIC CROP(H) 3.1 2.3' 3.37 _ AND REBAR TO MEET SPECIFIC FLOW RATE(gpm7gf) 2 gumW 7' 1 Gw5f 29D If 7'gp 1 9plp/Sf 2 _ H3201FAPPLICABLEBY COYTRACTOR CARTRIDGE FLOW RATE(I 23S 11.25 15 7.5 15 2. -�' -EAE(HYDRAULIC CAPACITY 1.01.0 1.8 .i' '. " . . . w V;� .�•� FRET PRMANENT POOL LEVEL(A) Irr A K Yu L p OVERALL STRUCTURE HEIGHT(8) 4'0 1. 3'4T 4'$' ' 1.67 gpm^SFSPEGFIC FLOW RATE IS APPROVED WITH PHOSPMOSORB9[PI MEDIA ONLY • I. r � . . gr GCNGRAL No-cc 1. CONTECH TO PRIM DE ALL MATERIALS UNLESS NOTED OTHERWISE FOR$ITE SPECIFICDRAWINGS WITHDETAILEDSFORMFILTERCATCHBA$INSTKUCTURE DIMENSIONSANOWEIGirB,PLLAAsECONTAC7'YOUR Q CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE- 1, EPRESENTATIVE-5 -tel 1 - T 3. STORMFIL-ER CATCHBASIN WATEROUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMAT ON CONTAINED IN LL I.-:•..` .!'. _ - ' :.-y' THIS DRAWING Q .J-•- . 1 -4...- : ' al����- VANED FILET GRATE 4. MET SHOJLD NOT BE LOWER THAN OUTLET. FILET{IF APPL GOBLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED 3Y ' ate ,' • �- • ($OLIO COVER OPTIONAL} CONTRACTOR. / '. MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER"O'ABOVE THE OUTLET PPE STUB ON THE EXTERIOR SURFACE N OF THE STEEL SPICE. Ll- 2•�I r.{ f. STORMFIL-R CATCHBASIN EQUIPPED WITH 4 INCH(APPROXMATEy DA LONG STUBS FOR INLET APPLICABLE)AND OUTLET PIPING. STANDARD DE INA INSIDE RIM OUTLET STUB 15 B INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE W 4'49.7: USING FLEKBLE COUPLING BY CON-RACTOR. COLLAR OUTSIDE Pok 7. STEEL STRUCTURE TO 3E MANUFACTURED OF IA INCH STEN PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING.-O MEET H823 LOAD � L(_ RATING ON STRUCTURE,ACONCRETE COLLAR IS REQUIRED. WHEN REQUIRED,CONCRETE COLLAR WITH FI4 REINFORCING EARS TO BE PROVIDED Y CONTRACTOR. PLAN VIEW E. FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW AND SELF CLEANING. RADIAL MEDIA DEPTH SMALL BE 0 UJ N 7-INCHES. FILTER MEDIA CONTACT TI ME SHALL BE AT LEAST 38 SECONDS. LL E W cV C. SPECIFIC FLOW RATE IS EQUAL M THE FILTER TREATMENT CAPACITY(gpm7 DIVIDED DY THE FILTER CONTACT SURFACE AREA(cq k). 1� INSTALLATION NOTES 0 h ANY SUB-0ASE,BACKFLL DEPTH,AIJDJOR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. E. CONTRACIORTO PROVIDE EQUIPMENT WITH SU;FICIEW LIFING AND REACH CAPACITY TO LIFT MC SET THE CATCHBASIN LIFTING CLUTCHES LJ O PROVIDED.- UJ M G CON TRACTOR TO TAKEAPPROPR W-E MEASURES TO PROTECT CARTRIDGES FROM GONSTRUCTION-RELATED EROSION RUNJFF. O o OPTIONSLOPAL FLOATABLES 1-CARTRIDGE CATCHBASIN z _" r:r 2'-4' BAFFLE_\ STORMFILTER DATA ^W LIFTING EYE STRUCTURE ID 0 IL-V \ - POOLL FL°NVENT ATION \ \ f (I rP.OF a) WVATER QUALITY FLOW RATE Lye 0.0 15 Q FINISHED GRADE -` F PEAK FLOW RATE(t1 cis) LiJ Q (, 4 "-� ��_� _9IF111= IF jT RETURN PERIOD OF PEAK FLOW •rs 25 YR Z L- g E i - C.AHTRKJGL HGRir11 LI-,75.TM-UGLY Lu I 1, L_ ,CARTRIDGE FLOW RATE Q MEDIA TYPE(PERLrTE,ZPG,PSOM) PERLITE v 4 STORMFLTER I i WEIR WALL _ RIM ELENA ION 14407 us - CARTRIDGE _ FILTRATION FILTRATION BAY S BAY INL_7 �'� 15- PIPE DATA: I.E. DIAMETER Q w 1 m INLET Ln INLET STUE 41.67 6" 0 1` OUTLET 5TJB41.67 6 8 g .. PERMANENT J Y J CONFIGU >ZLFTj'_' c- g POOL ELEVATION7�4 \ NFT STUB MET STUB Y OUTLET(OPTIONAL) (OPTIONAL) �• ' OUTLET STUB INET i CARTRIDGE . n SUPPORT _ _ -� - OUTLET PIPE INLET p 9 FLOW NIT / - FROM F fl U rr SLOPED LID NO GLEANOUT CATCHBASIN FOOT g q , ACCESS PLUG r-0' `�CATCHBASIN FOOT SOLD COVER NO N (TYP.OF 4) OV WEIR WALL - � [PYP_OF 4) NOTES(SPECIAL REQU REMENTS' a r-0li v OUTS DE _ ti SECTION A-A SECTION B-B IS -„ CWNTECHP 1 CARTRIDGE CATCHBASIN E _Storm Filter' ENGINEERED SOLUTIONS LLC STORMFILTER DETAILS nww.mnl9ch West STANDARD DETAIL Q � '' -'..e.....-���- -• SOTS Cemre P01n1e Dr.Sul@100.weer CNeaHr 01450W q 870.520-MIR 513-8957'QOV 513-95-7993 FAX a C4 .4 a Y O �i a 0 N JOB NO. 190142.01 c ©AALL020 CSA P.G/CDA a 111I5175 LVED 14