MASON CORRIDOR BRT C Sheet Revisions. Project No. Construction Drawings DRAINAGE DETAILS

Transcription

1 C C6 C7 C8 504 C7 C8 C9 C3 C4 C6 C9 C2 C5 60 LF - 4" PVC WQ WSE = C0 C20 SIDEWLK CHSE C IN. C3 C C2 C2 C 2% File Name: 7073-RT_Drainage_Details0-HarmonyPond0.dgn Horiz. Scale: "=20 Vert. Scale: N/ R-X Date: Comments MSON CORRIDOR RT DRINGE DETILS HRMONY POND 28 NORTH COLLEGE VENUE 65 S. UNION LVD., STE. 200 LKEWOOD, CO Sheet Subset: JPZ TO DRINGE Subset Sheets: D85 of

2 WQ WSEL = GRDE REK MICROPOOL SY CLY POND LINER D87 FOREY EXIST. GROUND 2 TOP OF POND EL= GRDE REK CCESS TRIL HOMOGENOUS WINGWLL PER FTC D-9 ND D : FILL SPILLWY SY TURF REINFORCEMENT MT 3 MIN. COMPETENT EDROCK 5 73LF ~ 30" RCP ST: , LT CENTER OF HEDWLL WITH FLP GTE D92 "=20 N/ DRINGE DETILS MSO POND DRINGE D86 of

3 2.0 #3 RER (TYP.) TRICKLE CHNNEL WQ/DETENTION POND 2.0 DESIGN VOLUME (CRE-FT) DESIGN WTER SURFCE ELEV. (FT) DESIGN RELESE RTE (CFS) (TYP.) D87 D87 WQ N/ COMPCTED SUGRDE 6x6x#6 W.W.F. EXTEND INTO CURHED D FOREY WLL FLOWFILL: (RE: GENERL NOTES) 2 TRICKLE CHNNEL SCLE: :2 EL= TOP OF FOREY WLL #3 O.C. SPCING 2 24 OULDERS (TYP.) 2" 0" SEE - NOTE:. PROVIDE TOOLED 0 O.C. WITH DOWELS ND EXPNSION 40 O.C. D87 #3 2" O.C. SPCING MIN 6x6x#6 W.W.F. 2 x 0" OPENING T OVERLP T HOOKS INV.= SCLE: :2 SCLE: :2 FOREY OUTLET DETIL SCLE: :2 C SCLE: :2 OUTLET STRUCTURE (INLET TYPE D MODIFIED) D88 TRSH RCK CONCRETE PN WQ WSE= evaughn 2:28:5 PM c:\pwv8i-local\baker_projects\evaughn\dms9558\7073-rt_drainage_details03-mso_details0.dgn COMPCTED SUGRDE 24 OULDERS (TYP.) FLOW LINE PN 9" 9" 3.00 FLOWFILL: (RE: GENERL NOTES) 8" 2" O.C. ECH WY MICROPOOL TRICKLE CHNNEL 3 N.T.S File Name: 7073-RT_Drainage_Details03-MSO_Details0.dgn Date: Comments GENERL NOTES:. TRENCH EHIND OULDERS T MIN 2". 2. PLCE FLOWFILL FOR OTTOM ROW OULDERS EFORE PLCEMENT ND CEMENTING TOP ROW OF OULDERS. 3. FLOWFILL MIX PER SPECIFICTIONS. 4. FOREY SHLL E PID FOR S CONCRETE PVEMENT (6 INCH). 5. MICROPOOL SHLL E PID FOR S CONCRETE PVEMENT (8 INCH). FLOWFILL: (RE: GENERL NOTES) 24 OULDERS (TYP.) COMPCTED SUGRDE EL= MSON CORRIDOR RT Horiz. Scale: "=20 Vert. Scale: N/ R-X 28 NORTH COLLEGE VENUE 65 S. UNION LVD., STE. 200 LKEWOOD, CO D88 EL= C D % SLOPE FLOW CONTROL PLTE WELL SCREEN D88 EL= " O.C. ECH WY C D87 EL= MICROPOOL SCLE: N.T.S. Sheet Subset: 8" 48" RCP 5" 2.5 MIN. EL= MIN. 2.5 DRINGE DETILS MSO POND DETILS DRINGE Subset Sheets: D87 of 04 34

4 CONCRETE WING WLL (TYP.) ND PD (END OF PD TO MTCH 42" EL= EL= END OF WING WLL) - 0" (MIN.) 7-0" 3-3/8 " ROUND OR TWISTED CROSS R STEEL CHNNEL FORMED INTO CONCRETE SIDES 3/8 "x" FLT R HOLDING FRME 3" 3" (TYP.) WTER QULITY (WQ) /4 " PLTE, WELDED TO GRTE, WITH 3/8 "x THREDED OLT TO FSTEN GRTE DOWN (TYP. OPP. SIDE) - - D - "x3/8" ERING R STINLESS STEEL NCHOR OLTS OR INTERMITTNT WELDS ON TOP ND SIDES WELL SCREEN NO. 93 HOLE (TYP.), SEE TLE 4" (TYP.) (U.S. FILTER STINLESS STEEL OR EQUL) - 0" (MX) STINLESS STEEL NCHOR OLT (TYP.) /4 " (MIN.) THICK STEEL FLOW CONTROL PLTE 7-0" 2-2" 2 - C - FLOW CONTROL PLTE CENTERLINE OF 3/8 "x OLTS 2" O.C. C WELL SCREEN OTTOM ROW OF EL= HOLES TO E T EL= INVERT OF PLTE FLOW CONTROL PLTE SCLE: :2 SCLE: :2 TO HOLD HINGE IN PLCE,. 2 /4 " FROM EDGE OF GRTE (TYP. OPP. SIDE) TLE (MSO POND DETILS) WELL SCREEN NO. 93 (U.S. FILTER STINLESS STEEL OR EQUL) /4 " METL PLTE TO COVER OPENING (FSTEN WITH 3/8 "x THREDED OLTS) - - 2" LIP (TYP.) D - TRSH RCK 72"x72" GRTING (3/8" ROUND OR TWISTED CROSS RS T 3" O.C., WELDED TO "x3/8" ERING RS T 2 /2 " O.C.) ELEV. (POND INV.) ELEV. (WQCU ELEV) SPILL ELEV. D WQ (2" MIN.) HOLE DI " WQ # OF ROWS 5 # OF COLUMNS 2 evaughn 2:28:24 PM c:\pwv8i-local\baker_projects\evaughn\dms9558\7073-rt_drainage_details04-mso_details02.dgn ELEV " DWq ELEV. 8" OUTLET STRUCTURE PLN SCLE: :2 TRSH RCK (NOTE 5) /4 " PLTE, WELDED TO GRTE, WITH 3/8 "x THREDED OLT TO FSTEN GRTE DOWN WELL SCREEN NO. 93 (U.S. FILTER STINLESS STEEL OR EQUL) FLOW CONTROL PLTE 3" CLR. #4@2" #4@2" 2" O.C. SPCING MIN. 8" OVERLP T HOOKS #4@8" 8" MIN. #4L@2" 2" O.C. 8" ECH WY MIN. 3" CLR. CONCRETE PD WITH USE OF WING WLLS C SCLE: :2 File Name: 7073-RT_Drainage_Details04-MSO_Details02.dgn Date: Comments Horiz. Scale: N/ Vert. Scale: N/ R-X 3/8 "x OLTS 2" O.C. TO HOLD HINGE IN PLCE, 2 /4 " FROM EDGE OF GRTE (TYP. OPP. SIDE) #4@2" #4@2" 3 /2 " x /2 " KEY SPILL ELEV. 3" CLR. MSON CORRIDOR RT 28 NORTH COLLEGE VENUE 2" LP 65 S. UNION LVD., STE. 200 LKEWOOD, CO #4 HOOP R F L 3" CLR. CONCRETE PIPE 4% 4% D SCLE: :2 #4@2" O.C. #4@2" O.C. #4 DIGONL (TYP.) Sheet Subset: LEGEND - CLR. DI. ELEV. INV. MX. MIN. O.C. OPP. DRINGE DETILS MSO POND DETILS DRINGE - CLERNCE DIMETER ELEVTION INVERT MXIMUM MINIMUM ON CENTER OPPOSITE LINE - (RROWS POINT IN DIRECTION IS VIEWED) REVITIONS TYP. Wo Wp WQ Ls Ws GENERL NOTES TYPICL WIDTH OF CONCRETE OPENING WIDTH OF PLTE WTER QULITY LENGTH OF STRUCTURE WIDTH OF STRUCTURE NUMER T. CONCRETE SHLL E CLSS. MY E CST-IN-PLCE OR PRECST. 2. REINFORCING RS SHLL E EPOXY COTED ND DEFORMED, ND SHLL HVE MINIMUM 2" CLERNCE. 3. STEPS SHLL E PROVIDED WHEN VERTICL DIMENSION EXCEEDS 3 - ND SHLL E IN CCORDNCE WITH SHTO M LL TRSH RCKS SHLL E MOUNTED USING STINLESS STEEL HRDWRE ND PROVIDED WITH HINGED ND LOCKLE OR OLTLE CCESS PNELS. 5. TRSH RCKS SHLL E STINLESS STEEL, LUMINUM, OR STEEL. STEEL TRSH RCKS SHLL E HOT DIP GLVNIZED ND MY E HOT POWDER PINTED FTER GLVNIZING. Subset Sheets: D88 of

5 S6 S S2 S8 S7 S3 S9 S0 S4 MTCH EXISTING T S5 ND S3 6 S S5 0.5 CUR CUT S2 S4 FINISHED POND GRDE S5 S3 MTCH EXISTING GRDE T OUTLET STRUCTURE S8 S6.5 FINISHED POND GRDE S20 S2 S9 S7 S D89 D WQ WSE= : : 3: CUT OFF WLL #4 2" OC SPCING (TYP.) 2 2.2% MTCH EXISTING D89 D89 C R % R 5 C8 4 C2 C3 C4 C5 C6 C7 5 3: CLSS 6 GRNULR EDDING DEPTH RIP RP TYPE M, D50 = 2" 00 YR WSE = POND OTTOM SWLE (D50=2 DEPTH) 5 2% 2.7% 4 POND GRDE REK 3 2 SCLE: : : MTCH EXISTING (S23) evaughn 2:28:42 PM c:\pwv8i-local\baker_projects\evaughn\dms9558\7073-rt_drainage_details05-dtc_pond.dgn DTC Mountain Olive Mulberry Laurel University Prospect ayfarm LOCTION MP PLN SCLE: "=0 NORTHING ESTING ELEVTION NORTHING ESTING ELEVTION NORTHING ESTING ELEVTION C S C S C S C S C S C S C S S S S S S S S S S S S S S S S S C S File Name: 7073-RT_Drainage_Details05-DTC_Pond.dgn Date: Comments MSON CORRIDOR RT Horiz. Scale: "=0 Vert. Scale: "= R-X 28 NORTH COLLEGE VENUE 65 S. UNION LVD., STE. 200 LKEWOOD, CO RIP RP TYPE M, D50 = 2" CLSS 6 GRNULR EDDING DEPTH 2 FINISHED POND GRDE 4 DRINGE DETILS DOWNTOWN TRNSIT CENTER (DTC) POND JPZ TO Sheet Subset: DRINGE SCLE: : Subset Sheets: D89 of

6 ZONE E ZONE X G SPRING CREEK HEDWLL/ WINGWLLS (RE: STRUCTURL PLNS) G D9 D9 00-YER FLOODPLIN L.F.~84" RCP CHOICE CENTER TRICKLE CHNNEL ZONE E CHOICE CENTER FLOODWY D9 7 0 D9 GRDING ZONE E File Name: 7073-RT_Drainage_Details06-SpgCrkOutfall0.dgn Horiz. Scale: "=0 Vert. Scale: N/ R-X Date: Comments MSON CORRIDOR RT DRINGE DETILS SPRING CREEK OUTFLL 28 NORTH COLLEGE VENUE 65 S. UNION LVD., STE. 200 LKEWOOD, CO Sheet Subset: DRINGE Subset Sheets: D90 OF

7 SEE RETINING WLL PLNS FOR 4980 HEDWLL & WINGWLL DETILS 4980 EXISTING TRICKLE EXISTING GROUND CHNNEL TO REMIN SCLE: "= SPRING CREEK OUTFLL NOTES:. TOP OF RIP RP SHLL MTCH EXISTING GROUND T LL LOCTIONS. TYPE M (d50 = 2") 2 DEPTH GROUTED RIP RP DEPTH TYPE M (d50 = 2") 2 DEPTH GROUTED RIP RP DEPTH 2. DO NOT PLCE RIPRP WITHOUT EXCVTING FIRST. EXCVTE THE RIPRP RE TO THE OTTOM OF THE CLSS 6 ROD SE ELEVTION ND THEN PLCE RIPRP CK UP TO EXISTING GROUND ELEVTION. 3. CUTOFF WLL REQUIRED T END OF END. EXISTING GROUND 4. PROVIDE JOINT FSTENERS FOR FLRED END S CHOICE CENTER GRDING USE OF PINK RIP RP IS NOT PERMITTED. 6. RIPRP CLCUTIONS PROVIDED IN CLOMR CSE # R, GRNULR EDDING CLSS 6 ROD SE ( DEPTH) PREPRED Y NDERSON CONSULTING ENGINEERS, INC., PPROVED Y FEM UGUST 6, 200. GRNULR EDDING EXISTING TRICKLE CLSS 6 ROD SE ( DEPTH) CHNNEL evaughn 2:29:46 PM c:\pwv8i-local\baker_projects\evaughn\dms9558\7073-rt_drainage_details06-spgcrkoutfall02.dgn File Name: Horiz. Scale: 7073-RT_Drainage_Details06-SpgCrkOutfall02.dgn "=20 GRNULR EDDING Vert. Scale: "= CLSS 6 ROD SE ( DEPTH) R-X EXISTING TRICKLE CHNNEL Date: TYPE M (d50 = 2") 2 DEPTH GROUTED RIP RP DEPTH SCLE: "=20 C SCLE: "=20 Comments EXISTING GROUND CHOICE CENTER GRDING TYPE M (d50 = 2") 2 DEPTH GROUTED RIP RP DEPTH GRNULR EDDING CLSS 6 ROD SE ( DEPTH) MSON CORRIDOR RT 28 NORTH COLLEGE VENUE S. UNION LVD., STE. 200 LKEWOOD, CO STNDRD NOTES:. CCORDING TO FEM FIRM PNELS NO.08069C0979G ND 08069C0987F, EFFECTIVE DTE OF JUNE 7, 2008 ND DEC. 9, 2006 RESPECTIVELY, PORTIONS OF THIS PROPERTY RE LOCTED IN THE 00 YER FLOOD FRINGE ND FLOODWY OF THE SPRING CREEK SIN, ND RE SUJECT TO THE REQUIREMENTS OF CHPTER 0 OF CITY CODE. 2. NO STORGE OF MTERILS OR EQUIPMENT SHLL E LLOWED IN THE FLOODWY. WHETHER TEMPORRY (DURING CONSTRUCTION) OR PERMNENT. 3. N PPROVED FLOODPLIN USE PERMIT IS REQUIRED FOR ECH STRUCTURE ND ECH SITE CONSTRUCTION ELEMENT (DETENTION PONDS, IKE PTHS, PRKING LOTS, UTILITIES, ETC.) IN THE FLOODPLIN PRIOR TO MOILIZTION. 4. NO-RISE CERTIFICTION IS REQUIRED FOR LL SITE WORK WITHIN THE FLOODWY. RE-CERTIFICTION OF NO-RISE IS REQUIRED FOR S-UILT CONDITIONS. 5. LL ELEVTIONS HEREIN RE REPORTED IN FEET-NGVD-29. THE PPROVL SHIFT FROM NGVD-29 TO NVD-88 IS (NGVD-29) FT. = (NVD-88). 6. FE FOR THIS RE IS: (NGVD-29) ND (NVD-88) TO (NGVD-29) ND (NVD-88) DRINGE DETILS SPRING CREEK OUTFLL Sheet Subset: DRINGE Subset Sheets: D9 of

8 MSO POND TYPE M (d50 = 2") RIP RP GRNULR EDDING CLSS 6 ROD SE ( DEPTH) 346

9 SIDE-SLOPE: 4: OR FLTTER RE: GRDING PLNS L W DOWNSTREM CHNNEL D93 D W NOTES. CUTOFF WLL REQUIRED T END OF END. 2. PROVIDE JOINT FSTENERS FOR FLRED END S. 3. "W" INSIDE PIPE DIMETER OUTLET EROSION PROTECTION SCLE: N.T.S. TOPSOIL LYER ND SEED ND MULCH S REQUIRED Y PLNS ND SPECIFICTIONS 3" min SLOPE VRIES (SEE PLNS) evaughn 2:30:26 PM c:\pwv8i-local\baker_projects\evaughn\dms9558\7073-rt_drainage_details08-outfalldetails0.dgn File Name: 7073-RT_Drainage_Details08-OutfallDetails0.dgn Horiz. Scale: "= Vert. Scale: N/ R-X Date: 3 FLOW DESIGN RIPRP GRDE 2" O.C. CUTOFF WLL PREPRE COMPCTED SUGRDE PER SPECIFICTIONS Comments L 2*D 50 (TYP.) STKE LNKET TO GROUND ETWEEN STONES FINISHED GRDE SOIL RETENTION LNKET (STRW) PER CDOT 26 SOIL RIPRP. MIX SOIL ND RIPRP D = 2" COMPLETELY (SEE NOTES) 50 3" CDOT CLSS 6 ROD SE SCLE: N.T.S. MSON CORRIDOR RT Use 2x4 material for stakes 2" min ONE-INCH THICK WOOD STKE DETIL NOTES:. SOIL RIPRP DETILS RE PPLICLE TO SLOPED RES. REFER TO THE DRINGE PLNS CTUL LOCTION ND LIMITS. 2. MIX UNIFORMLY 65% RIPRP Y VOLUME WITH 35% OF PPROVED SOIL Y VOLUME PRIOR TO PLCEMENT. 3. PLCE STONE-SOIL MIX TO RESULT IN SECURELY INTERLOCKED ROCK T THE DESIGN THICKNESS ND GRDE. COMPCT ND LEVEL TO ELIMINTE LL VOIDS ND ROCKS PROJECTING OVE DESIGN RIPRP TOP GRDE. 4. CRIMP OR TCKIFY MULCH OR USE PPROVED HYDROMULCH S CLLED FOR IN THE PLNS ND SPECIFICTIONS. 5. SOIL RETENTION LNKET PID FOR Y RIP RP D = 2" 6. USE OF PINK RIP RP NOT PERMITTED. 50 DRINGE DETILS RIPRP OUTLET PROTECTION 28 NORTH COLLEGE VENUE 65 S. UNION LVD., STE. 200 LKEWOOD, CO Sheet Subset: DRINGE Subset Sheets: D93 of

10 MNHOLE SHLL CONFORM TO CDOT M & S STNDRDS FOR M CONSTRUCTION ND SPECIFICTIONS LOCKOUT END EXPOSED REINFORCING STEEL IN CONCRETE COLLR ND TIE TO RING RS GROUT ND SHPE OPENING LL ROUND CONNECTOR PIPE WITH NON-SHRINK GROUT (.S.T.M. C-827) CONCRETE COLLR LL ROUND F = 2000 PSI MIN MIN 22.5 DEG. END D94 INV= CUT EXISTING PVC 2 - #4 RING RS D94 MIN 22.5"X36.25" RCH PIPE INV= ENCH 3 MNHOLE MH3.2 DETIL SCLE: NTS NOTE:. FOR DETILS NOT SHOWN, SEE CDOT M&S STNDRDS. EXISTING PVC CONNECTION TO RCH PIPE 2 SCLE: "=2 MNHOLE RING ND COVER SEE RE: CDOT M&S STNDRDS FOR CONCRETE COLLR DETILS #4 RER MNHOLE RING REMOVED TO SHOW DETIL PRECST FLT TOP 24" 8" 4 DI. MH RISER S 8" 8" MX VRIES 2" MIN. D94 D94 PRECST FLT TOP 8" 6 DI. MX MODIFY INLET evaughn 2:30:36 PM c:\pwv8i-local\baker_projects\evaughn\dms9558\7073-rt_drainage_details09-misc0.dgn MNHOLE STEPS LOCKOUT INV.= /8 " INV.= #4 TIE RS (MIN.) 4 3/8 " 8" MIN. MIN. SUITLE SUGRDE SCLE: NTS File Name: 7073-RT_Drainage_Details09-Misc0.dgn Horiz. Scale: N/ Vert. Scale: N/ R-X Date: INV.= ", ECH WY 3" CLER GRNULR EDDING MTERIL Comments MSON CORRIDOR RT 28 NORTH COLLEGE VENUE 65 S. UNION LVD., STE. 200 LKEWOOD, CO FINISHED GRDE EXTEND EXISTING VERTICL RER INTO NEW MNHOLE SCLE: "= SCLE: NTS DRINGE DETILS MNHOLE DETILS Sheet Subset: DRINGE Subset Sheets: D94 of 04 REMOVE TOP OF EXISTING TYPE C INLET, PRESERVE EXISTING VERTICL RER EXISTING INLET STRUCTURE 348

11 VRIES VRIES VRIES TIE TO EXISTING T 2% MIN FILL SLOPE TIE TO EXISTING T 2% MIN FILL SLOPE TIE TO EXISTING T 2% MIN FILL SLOPE SPECIL DITCH SCLE: :2 C SPECIL DITCH SCLE: :2 SCLE: :2 E SPECIL DITCH NOTES:. EXTEND SLOPE T 3: FROM POINT OF SLOPE SELECTION TO ELEVTION SHOWN ON THE RODWY PLN ND PROFILE SHEETS. 2. NY MTERIL EXCVTED IN THE FLOODPLIN MUST E REMOVED ND PROPERLY DISPOSED OF OUTSIDE THE FLOODPLIN. 3. NO MTERIL OR EQUIPMENT MY E STORED IN THE FLOODWY WHETHER PERMNENT OR TEMPORRY. VRIES VRIES VRIES evaughn 2:30:45 PM c:\pwv8i-local\baker_projects\evaughn\dms9558\7073-rt_drainage_details0-misc02.dgn File Name: Horiz. Scale: "= "=2 TIE TO EXISTING T 2% MIN FILL SLOPE SPECIL DITCH SCLE: :2 SCLE: : RT_Drainage_Details0-Misc02.dgn Vert. Scale: R-X Date: Comments TIE TO EXISTING T 2% MIN FILL SLOPE D SPECIL DITCH SCLE: :2 MSON CORRIDOR RT 28 NORTH COLLEGE VENUE 65 S. UNION LVD., STE. 200 LKEWOOD, CO Sheet Subset: F 4.0 SPECIL DITCH DRINGE DETILS TYPICL - SPECIL DITCH DRINGE Subset Sheets: TIE TO EXISTING T 2% MIN FILL SLOPE D95 of

12 () 24" x 4" EJIW # , OR EQUIVLENT INLET PIPE 2 5" RCP (2) 2" x 4" EJIW #46020, OR EQUIVLENT CONTRCTOR TO GROUT TO FINISHED GRDE CONTRCTOR TO RING 2" CLEN OUT COVERS TO GRDE (NO PRECST RINGS VILLE) RIM ELEV. = /- 24" RCP FIERGLSS SEPRTION CYLINDER & INLET - 3/4" INLET PIPE 24" RCP INLET PIPE 2 5" RCP 0-9 /4" INLET PIPE 3 5" RCP 6-0" I.D. 7-2" O.D. INLET PIPE 3 5" RCP 24" RCP 82 PLN VIEW -0" OFFSET FIERGLSS INLET ND CYLINDER CENTER OF CDS STRUCTURE, SCREEN ND SUMP OPENING INLET PIPE 24" RCP OIL FFLE SEPRTION SCREEN PERMNENT POOL ELEV. 3-6 /2" 6-9 3/4" INLET INV. ELEV. = INLET 2 INV. ELEV. = INLET 3 INV. ELEV. = OUTLET INV. ELEV. = " SOLID STORGE evaughn 2:30:53 PM c:\pwv8i-local\baker_projects\evaughn\dms9558\7073-rt_drainage_details-cds0.dgn 48-0" OFFSET MTERIL LIST COUNT DESCRIPTION FIERGLSS INLET ND CYLINDER 2400 micron SEP. SCREEN SELNT FOR JOINTS 24" x 4" EJIW # , OR EQUIVLENT 2 2" x 4" EJIW #46020, OR EQUIVLENT File Name: 7073-RT_Drainage_Details-CDS0.dgn Date: Horiz. Scale: N/ Vert. Scale: N/ R-X 26 - SITE DESIGN DT WTER QULITY FLOW RTE PEK FLOW RTE RETURN PERIOD OF PEK FLOW Comments PPROXIMTE HEVIEST PICK = 6000 LS. STRUCTURE IS DELIVERED IN 5 PIECES 00 YRS MSON CORRIDOR RT 28 NORTH COLLEGE VENUE 65 S. UNION LVD., STE. 200 LKEWOOD, CO SUMP OUTSIDE OTTOM ELEV. = /4" %%c8-2" ELEVTION VIEW GENERL NOTES. FOR FRICTION DRWINGS WITH DETILED STRUCTURE DIMENSIONS ND WEIGHT, PLESE CONTCT YOUR CONTECH REPRESENTTIVE CDS WTER QULITY STRUCTURE SHLL E IN CCORDNCE WITH LL DESIGN DT ND INFORMTION CONTINED IN THIS DRWING. CONTRCTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 3. STRUCTURE SHLL MEET SHTO HS-20 LOD RTING. CSTINGS SHLL MEET SHTO M306, CST WITH THE CONTECH STORMWTER SOLUTIONS LOGO. INSTLLTION NOTES. NY SU-SE, CKFILL DEPTH, ND/OR NTI-FLOTTION PROVISIONS RE SITE-SPECIFIC DESIGN CONSIDERTIONS ND SHLL E SPECIFIED Y ENGINEER OF RECORD. 2. CONTRCTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING ND RECH CPCITY TO LIFT ND SET THE CDS MNHOLE STRUCTURE. 3. CONTRCTOR TO INSTLL JOINT SELNT ETWEEN LL STRUCTURE S ND SSEMLE STRUCTURE. 4. CONTRCTOR TO PROVIDE, INSTLL, ND GROUT PIPES. MTCH PIPE INVERTS WITH ELEVTIONS SHOWN CFS 5. CONTRCTOR TO TKE PPROPRITE MESURES TO SSURE UNIT IS WTER TIGHT, HOLDING WTER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THT LL JOINTS ELOW PIPE INVERTS RE GROUTED. 0. CFS STRUCTURE WEIGHT CDS C TROUTMN DRINGE DETILS MH2.3 CDS3030 Sheet Subset: DRINGE Subset Sheets: D96 of

13 () 24" x 4" EJIW # , OR EQUIVLENT (2) 2" x 4" EJIW #46020, OR EQUIVLENT STILIZTION COLLR FIERGLSS SEPRTION CYLINDER & INLET 22.5" x 36.25" RC RCH RIM ELEV. = /- PLN VIEW 6-0" I.D. 7-2" O.D. INLET PIPE 8" x 28.5" RC RCH PERMNENT POOL ELEV. 3-6 /2" 3 - /2" INLET INV. ELEV. = OUTLET INV. ELEV. = OIL FFLE SEPRTION SCREEN -9" 6-9 3/4" 98 SOLID STORGE SUMP OUTSIDE OTTOM ELEV. = /4" %%c8-2" 45 ELEVTION VIEW evaughn 2:3:05 PM c:\pwv8i-local\baker_projects\evaughn\dms9558\7073-rt_drainage_details2-cds02.dgn FIERGLSS INLET ND CYLINDER MTERIL LIST COUNT DESCRIPTION FIERGLSS INLET ND CYLINDER 2400 micron SEP. SCREEN SELNT FOR JOINTS 24" x 4" EJIW # , OR EQUIVLENT 2 2" x 4" EJIW #46020, OR EQUIVLENT - CENTER OF CDS STRUCTURE, SCREEN ND SUMP OPENING SITE DESIGN DT WTER QULITY FLOW RTE PEK FLOW RTE RETURN PERIOD OF PEK FLOW File Name: 7073-RT_Drainage_Details2-CDS02.dgn Date: Comments Horiz. Scale: N/ Vert. Scale: N/ R-X 0.95 CFS.57 CFS 00 YRS GENERL NOTES. FOR FRICTION DRWINGS WITH DETILED STRUCTURE DIMENSIONS ND WEIGHT, PLESE CONTCT YOUR CONTECH REPRESENTTIVE CDS WTER QULITY STRUCTURE SHLL E IN CCORDNCE WITH LL DESIGN DT ND INFORMTION CONTINED IN THIS DRWING. CONTRCTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 3. STRUCTURE SHLL MEET SHTO HS-20 LOD RTING. CSTINGS SHLL MEET SHTO M306, CST WITH THE CONTECH STORMWTER SOLUTIONS LOGO. INSTLLTION NOTES. NY SU-SE, CKFILL DEPTH, ND/OR NTI-FLOTTION PROVISIONS RE SITE-SPECIFIC DESIGN CONSIDERTIONS ND SHLL E SPECIFIED Y ENGINEER OF RECORD. 2. CONTRCTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING ND RECH CPCITY TO LIFT ND SET THE CDS MNHOLE STRUCTURE. 3. CONTRCTOR TO INSTLL JOINT SELNT ETWEEN LL STRUCTURE S ND SSEMLE STRUCTURE. 4. CONTRCTOR TO PROVIDE, INSTLL, ND GROUT PIPES. MTCH PIPE INVERTS WITH ELEVTIONS SHOWN. 5. CONTRCTOR TO TKE PPROPRITE MESURES TO SSURE UNIT IS WTER TIGHT, HOLDING WTER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THT LL JOINTS ELOW PIPE INVERTS RE GROUTED. STRUCTURE WEIGHT PPROXIMTE HEVIEST PICK = 5000 LS. STRUCTURE IS DELIVERED IN 3 PIECES MSON CORRIDOR RT 28 NORTH COLLEGE VENUE 65 S. UNION LVD., STE. 200 LKEWOOD, CO CDS C VET CLINIC OUTFLL DRINGE DETILS MH3.4 CDS3030 Sheet Subset: DRINGE Subset Sheets: D97 of 04 35

14 5-0" I.D. () 30" x 4" EJIW # , OR EQUIVLENT CONTRCTOR TO GROUT TO FINISHED GRDE -4" FIERGLSS SEPRTION CYLINDER & INLET RIM ELEV. = /- INLET PIPE 8" RCP 8" RCP 5-7 3/4" 6-0" O.D. 4" INLET INV. ELEV. = OUTLET INV. ELEV. = PLN VIEW OIL FFLE PERMNENT POOL ELEV. 2 -" SEPRTION SCREEN 6-5 3/4" PVC HYDRULIC -9" SHER PLTE FIERGLSS INLET ND CYLINDER CENTER OF CDS STRUCTURE, SCREEN ND SUMP OPENING SOLID STORGE SUMP OUTSIDE OTTOM ELEV. = PVC HYDRULIC 2-0" SHER PLTE n7-0" ELEVTION VIEW evaughn 2:3:6 PM c:\pwv8i-local\baker_projects\evaughn\dms9558\7073-rt_drainage_details3-cds03.dgn MTERIL LIST SITE DESIGN DT COUNT DESCRIPTION WTER QULITY FLOW RTE FIERGLSS INLET ND CYLINDER PEK FLOW 2400 micron SEP. SCREEN RTE Print Date: SELNT FOR JOINTS RETURN PERIOD OF PEK FLOW 30" x 4" EJIW # , OR EQUIVLENT 0/3/20 File Name: 7073-RT_Drainage_Details3-CDS03.dgn Date: Comments Horiz. Scale: N/ Vert. Scale: N/ R-X CFS 6 CFS 00 YRS GENERL NOTES. FOR FRICTION DRWINGS WITH DETILED STRUCTURE DIMENSIONS ND WEIGHT, PLESE CONTCT YOUR CONTECH REPRESENTTIVE CDS WTER QULITY STRUCTURE SHLL E IN CCORDNCE WITH LL DESIGN DT ND INFORMTION CONTINED IN THIS DRWING. CONTRCTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 3. STRUCTURE SHLL MEET SHTO HS-20 LOD RTING. CSTINGS SHLL MEET SHTO M306, CST WITH THE CONTECH STORMWTER SOLUTIONS LOGO. INSTLLTION NOTES. NY SU-SE, CKFILL DEPTH, ND/OR NTI-FLOTTION PROVISIONS RE SITE-SPECIFIC DESIGN CONSIDERTIONS ND SHLL E SPECIFIED Y ENGINEER OF RECORD. 2. CONTRCTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING ND RECH CPCITY TO LIFT ND SET THE CDS MNHOLE STRUCTURE. 3. CONTRCTOR TO INSTLL JOINT SELNT ETWEEN LL STRUCTURE S ND SSEMLE STRUCTURE. 4. CONTRCTOR TO PROVIDE, INSTLL, ND GROUT PIPES. MTCH PIPE INVERTS WITH ELEVTIONS SHOWN. 5. CONTRCTOR TO TKE PPROPRITE MESURES TO SSURE UNIT IS WTER TIGHT, HOLDING WTER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THT LL JOINTS ELOW PIPE INVERTS RE GROUTED. STRUCTURE WEIGHT PPROXIMTE HEVIEST PICK = 2000 LS. STRUCTURE IS DELIVERED IN 3 PIECES MSON CORRIDOR RT 28 NORTH COLLEGE VENUE 65 S. UNION LVD., STE. 200 LKEWOOD, CO CDS C HORSETOOTH OUTFLL DRINGE DETILS MH4.2 CDS2025 Sheet Subset: DRINGE Subset Sheets: D98 of

15 9 - O.D. () 24" x 4" EJIW # , OR EQUIVLENT CONTRCTOR TO GROUT TO FINISHED GRDE -2 /4" RIM ELEV. = /- FIERGLSS SEPRTION CYLINDER & INLET INLET PIPE 24" RCP 24" RCP 8-3/4" 8-0" I.D. () 24" x 4" EJIW # , OR EQUIVLENT PLN VIEW INLET INV. ELEV. = OUTLET INV. ELEV. = FIERGLSS INLET ND CYLINDER CENTER OF CDS STRUCTURE, SCREEN ND SUMP OPENING S CONTINING INTERNL COMPONENTS RE DELIVERED MECHNICLLY TTCHED PERMNENT POOL ELEV. 4-7" OIL FFLE SEPRTION SCREEN SOLID STORGE SUMP 2-4" 2 - /4" 9-4 /4" OUTSIDE OTTOM ELEV. = evaughn 2:3:26 PM c:\pwv8i-local\baker_projects\evaughn\dms9558\7073-rt_drainage_details4-cds04.dgn - MTERIL LIST COUNT DESCRIPTION FIERGLSS INLET ND CYLINDER 2400 micron SEP. SCREEN SELNT FOR JOINTS 2 24" x 4" EJIW # , OR EQUIVLENT File Name: 7073-RT_Drainage_Details4-CDS04.dgn Date: Horiz. Scale: N/ Vert. Scale: N/ R-X SITE DESIGN DT WTER QULITY FLOW RTE PEK FLOW RTE RETURN PERIOD OF PEK FLOW Comments MSON CORRIDOR RT 28 NORTH COLLEGE VENUE 65 S. UNION LVD., STE. 200 LKEWOOD, CO n0 - GENERL NOTES. FOR FRICTION DRWINGS WITH DETILED STRUCTURE DIMENSIONS ND WEIGHT, PLESE CONTCT YOUR CONTECH REPRESENTTIVE CDS WTER QULITY STRUCTURE SHLL E IN CCORDNCE WITH LL DESIGN DT ND INFORMTION CONTINED IN THIS DRWING. CONTRCTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 3. STRUCTURE SHLL MEET SHTO HS-20 LOD RTING. CSTINGS SHLL MEET SHTO M306, CST WITH THE CONTECH STORMWTER SOLUTIONS LOGO. INSTLLTION NOTES. NY SU-SE, CKFILL DEPTH, ND/OR NTI-FLOTTION PROVISIONS RE SITE-SPECIFIC DESIGN CONSIDERTIONS ND SHLL E SPECIFIED Y ENGINEER OF RECORD. 2. CONTRCTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING ND RECH CPCITY TO LIFT ND SET THE CDS MNHOLE STRUCTURE. 3. CONTRCTOR TO INSTLL JOINT SELNT ETWEEN LL STRUCTURE S ND SSEMLE STRUCTURE. 4. CONTRCTOR TO PROVIDE, INSTLL, ND GROUT PIPES. MTCH PIPE INVERTS WITH ELEVTIONS SHOWN. 5. CONTRCTOR TO TKE PPROPRITE MESURES TO SSURE UNIT IS WTER TIGHT, HOLDING WTER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THT 2.0 CFS LL JOINTS ELOW PIPE INVERTS RE GROUTED. STRUCTURE WEIGHT 8.97 CFS PPROXIMTE HEVIEST PICK = LS. 00 YRS ELEVTION VIEW (S CONTINING INTERNL COMPONENTS RE DELIVERED MECHNICLLY TTCHED) CDS C STRUCTURE IS DELIVERED IN 4 PIECES MCCLELLND DRINGE DETILS MHC3.5 CDS4040 Sheet Subset: DRINGE Subset Sheets: D99 of

16 6-0" I.D. (2) 2" x 4" EJIW #46020, OR EQUIVLENT CONTRCTOR TO RING 7-2" O.D. CONTRCTOR TO GROUT TO FINISHED GRDE 2" CLEN OUT COVERS TO GRDE (NO PRECST RINGS VILLE) RIM ELEV. = /- FIERGLSS SEPRTION () 24" x 4" EJIW # , OR EQUIVLENT CYLINDER & INLET INLET PIPE 8" RCP INLET PIPE 2 8" RCP 24" RCP -4 /2" 7-9 /2" INLET PLN VIEW INV. ELEV. = INLET 2 INV. ELEV. = OUTLET INV. ELEV. = FIERGLSS INLET ND CYLINDER CENTER OF CDS STRUCTURE, SCREEN ND SUMP OPENING OIL FFLE SEPRTION SCREEN -9" PERMNENT POOL ELEV. 2-9" 6-0 /4" 45 SOLID STORGE SUMP OUTSIDE OTTOM ELEV. = /4" %%c8-2" evaughn 2:3:37 PM c:\pwv8i-local\baker_projects\evaughn\dms9558\7073-rt_drainage_details5-cds05.dgn MTERIL LIST SITE DESIGN DT COUNT DESCRIPTION WTER QULITY FLOW RTE FIERGLSS INLET ND CYLINDER PEK FLOW 2400 micron SEP. SCREEN RTE SELNT FOR JOINTS RETURN PERIOD OF PEK FLOW 24" x 4" EJIW # , OR EQUIVLENT 2 2" x 4" EJIW #46020, OR EQUIVLENT File Name: 7073-RT_Drainage_Details5-CDS05.dgn Date: Comments Horiz. Scale: N/ Vert. Scale: N/ R-X GENERL NOTES. FOR FRICTION DRWINGS WITH DETILED STRUCTURE DIMENSIONS ND WEIGHT, PLESE CONTCT YOUR CONTECH REPRESENTTIVE CDS WTER QULITY STRUCTURE SHLL E IN CCORDNCE WITH LL DESIGN DT ND INFORMTION CONTINED IN THIS DRWING. CONTRCTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 3. STRUCTURE SHLL MEET SHTO HS-20 LOD RTING. CSTINGS SHLL MEET SHTO M306, CST WITH THE CONTECH STORMWTER SOLUTIONS LOGO. INSTLLTION NOTES. NY SU-SE, CKFILL DEPTH, ND/OR NTI-FLOTTION PROVISIONS RE SITE-SPECIFIC DESIGN CONSIDERTIONS ND SHLL E SPECIFIED Y ENGINEER OF RECORD. 2. CONTRCTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING ND RECH CPCITY TO LIFT ND SET THE CDS MNHOLE STRUCTURE. 3. CONTRCTOR TO INSTLL JOINT SELNT ETWEEN LL STRUCTURE S ND SSEMLE STRUCTURE. 4. CONTRCTOR TO PROVIDE, INSTLL, ND GROUT PIPES. MTCH PIPE INVERTS WITH ELEVTIONS SHOWN. 0.7 CFS 5. CONTRCTOR TO TKE PPROPRITE MESURES TO SSURE UNIT IS WTER TIGHT, HOLDING WTER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THT LL JOINTS ELOW PIPE INVERTS RE GROUTED CFS STRUCTURE WEIGHT PPROXIMTE HEVIEST PICK = 6000 LS. 00 YRS STRUCTURE IS DELIVERED IN 4 PIECES MSON CORRIDOR RT 28 NORTH COLLEGE VENUE 65 S. UNION LVD., STE. 200 LKEWOOD, CO ELEVTION VIEW CDS C DRKE DRINGE DETILS MHE. CDS3020 Sheet Subset: DRINGE Subset Sheets: D00 of

17 5-0" I.D. 6-0" O.D. () 30" x 4" EJIW # , OR EQUIVLENT CONTRCTOR TO GROUT TO FINISHED GRDE 0 /2" FIERGLSS SEPRTION CYLINDER & INLET RIM ELEV. = /- INLET PIPE 8" RCP 8" RCP 5-2 /4" 4" INLET INV. ELEV. = OUTLET INV. ELEV. = PLN VIEW OIL FFLE SEPRTION SCREEN PERMNENT POOL ELEV. 2 -" 6-5 3/4" FIERGLSS INLET ND CYLINDER CENTER OF CDS STRUCTURE, SCREEN ND SUMP OPENING PVC HYDRULIC SHER PLTE SOLID STORGE SUMP -9" 2-0" OUTSIDE OTTOM ELEV. = n7-0" ELEVTION VIEW 45 PVC HYDRULIC evaughn 2:3:49 PM c:\pwv8i-local\baker_projects\evaughn\dms9558\7073-rt_drainage_details6-cds06.dgn 90 MTERIL LIST COUNT DESCRIPTION FIERGLSS INLET ND CYLINDER 2400 micron SEP. SCREEN Print Date: - SHER PLTE SITE DESIGN DT WTER QULITY FLOW RTE PEK FLOW RTE SELNT FOR JOINTS RETURN PERIOD OF PEK FLOW 30" x 4" EJIW # , OR EQUIVLENT 0/3/20 File Name: 7073-RT_Drainage_Details6-CDS06.dgn Date: Comments Horiz. Scale: N/ Vert. Scale: N/ R-X 0.52 CFS 6.7 CFS 00 YRS GENERL NOTES. FOR FRICTION DRWINGS WITH DETILED STRUCTURE DIMENSIONS ND WEIGHT, PLESE CONTCT YOUR CONTECH REPRESENTTIVE CDS WTER QULITY STRUCTURE SHLL E IN CCORDNCE WITH LL DESIGN DT ND INFORMTION CONTINED IN THIS DRWING. CONTRCTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 3. STRUCTURE SHLL MEET SHTO HS-20 LOD RTING. CSTINGS SHLL MEET SHTO M306, CST WITH THE CONTECH STORMWTER SOLUTIONS LOGO. INSTLLTION NOTES. NY SU-SE, CKFILL DEPTH, ND/OR NTI-FLOTTION PROVISIONS RE SITE-SPECIFIC DESIGN CONSIDERTIONS ND SHLL E SPECIFIED Y ENGINEER OF RECORD. 2. CONTRCTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING ND RECH CPCITY TO LIFT ND SET THE CDS MNHOLE STRUCTURE. 3. CONTRCTOR TO INSTLL JOINT SELNT ETWEEN LL STRUCTURE S ND SSEMLE STRUCTURE. 4. CONTRCTOR TO PROVIDE, INSTLL, ND GROUT PIPES. MTCH PIPE INVERTS WITH ELEVTIONS SHOWN. 5. CONTRCTOR TO TKE PPROPRITE MESURES TO SSURE UNIT IS WTER TIGHT, HOLDING WTER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THT LL JOINTS ELOW PIPE INVERTS RE GROUTED. STRUCTURE WEIGHT PPROXIMTE HEVIEST PICK = 2000 LS. STRUCTURE IS DELIVERED IN 3 PIECES MSON CORRIDOR RT 28 NORTH COLLEGE VENUE 65 S. UNION LVD., STE. 200 LKEWOOD, CO CDS C UNIVERSITY PLZ DRINGE DETILS MHE2.6 CDS2025 Sheet Subset: DRINGE Subset Sheets: D0 of

18 () 30" x 4" EJIW # , OR EQUIVLENT CONTRCTOR TO GROUT TO FINISHED GRDE " FIERGLSS SEPRTION CYLINDER & INLET RIM ELEV. = /- INLET PIPE 8" RCP 8" RCP 5-6 3/4" 6-0" O.D. PLN VIEW 5-0" I.D. OIL FFLE 4" PERMNENT POOL ELEV. 2-7" INLET INV. ELEV. = OUTLET INV. ELEV. = SEPRTION SCREEN PVC HYDRULIC SHER PLTE -9" 2-0" 6-3/4" OUTSIDE OTTOM 90 CENTER OF CDS STRUCTURE, SCREEN ND SUMP OPENING SOLID STORGE SUMP ELEV. = n7-0" 45 ELEVTION VIEW evaughn 2:3:59 PM c:\pwv8i-local\baker_projects\evaughn\dms9558\7073-rt_drainage_details7-cds07.dgn MTERIL LIST SITE DESIGN DT COUNT DESCRIPTION WTER QULITY FLOW RTE FIERGLSS INLET ND CYLINDER PEK FLOW 2400 micron SEP. SCREEN RTE Print Date: FIERGLSS INLET ND CYLINDER PVC HYDRULIC SHER PLTE - SELNT FOR JOINTS RETURN PERIOD OF PEK FLOW 30" x 4" EJIW # , OR EQUIVLENT 0/3/20 File Name: 7073-RT_Drainage_Details7-CDS07.dgn Date: Comments Horiz. Scale: N/ Vert. Scale: N/ R-X 0.47 CFS 4.62 CFS 00 YRS GENERL NOTES. FOR FRICTION DRWINGS WITH DETILED STRUCTURE DIMENSIONS ND WEIGHT, PLESE CONTCT YOUR CONTECH REPRESENTTIVE CDS WTER QULITY STRUCTURE SHLL E IN CCORDNCE WITH LL DESIGN DT ND INFORMTION CONTINED IN THIS DRWING. CONTRCTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 3. STRUCTURE SHLL MEET SHTO HS-20 LOD RTING. CSTINGS SHLL MEET SHTO M306, CST WITH THE CONTECH STORMWTER SOLUTIONS LOGO. INSTLLTION NOTES. NY SU-SE, CKFILL DEPTH, ND/OR NTI-FLOTTION PROVISIONS RE SITE-SPECIFIC DESIGN CONSIDERTIONS ND SHLL E SPECIFIED Y ENGINEER OF RECORD. 2. CONTRCTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING ND RECH CPCITY TO LIFT ND SET THE CDS MNHOLE STRUCTURE. 3. CONTRCTOR TO INSTLL JOINT SELNT ETWEEN LL STRUCTURE S ND SSEMLE STRUCTURE. 4. CONTRCTOR TO PROVIDE, INSTLL, ND GROUT PIPES. MTCH PIPE INVERTS WITH ELEVTIONS SHOWN. 5. CONTRCTOR TO TKE PPROPRITE MESURES TO SSURE UNIT IS WTER TIGHT, HOLDING WTER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THT LL JOINTS ELOW PIPE INVERTS RE GROUTED. STRUCTURE WEIGHT PPROXIMTE HEVIEST PICK = 2000 LS. STRUCTURE IS DELIVERED IN 3 PIECES MSON CORRIDOR RT 28 NORTH COLLEGE VENUE 65 S. UNION LVD., STE. 200 LKEWOOD, CO CDS C SPRING CREEK OUTFLL I DRINGE DETILS MHE3.4 CDS2020 Sheet Subset: DRINGE Subset Sheets: D02 of

19 () 24" x 4" EJIW # , OR EQUIVLENT CONTRCTOR TO GROUT TO FINISHED GRDE CONTRCTOR TO RING 2" CLEN OUT COVERS TO GRDE (NO PRECST RINGS VILLE) RIM ELEV. = /- FIERGLSS SEPRTION CYLINDER & INLET INLET PIPE 2 5" RCP 8 -" -3 /2" 7-2" O.D. 6-0" I.D. PLN VIEW (2) 2" x 4" EJIW #46020, OR EQUIVLENT INLET PIPE 8" RCP 24" RCP INLET INV. ELEV. = INLET 2 INV. ELEV. = OUTLET INV. ELEV. = OIL FFLE PERMNENT POOL ELEV. 3-6 /2" SEPRTION SCREEN - /4" -9" 6-9 3/4" SOLID STORGE SUMP OUTSIDE OTTOM ELEV. = " evaughn 2:32:0 PM c:\pwv8i-local\baker_projects\evaughn\dms9558\7073-rt_drainage_details8-cds08.dgn FIERGLSS INLET ND CYLINDER MTERIL LIST - COUNT DESCRIPTION FIERGLSS INLET ND CYLINDER 2400 micron SEP. SCREEN SELNT FOR JOINTS 24" x 4" EJIW # , OR EQUIVLENT 2 2" x 4" EJIW #46020, OR EQUIVLENT File Name: 7073-RT_Drainage_Details8-CDS08.dgn Date: Horiz. Scale: N/ Vert. Scale: N/ R-X CENTER OF CDS STRUCTURE, SCREEN ND SUMP OPENING SITE DESIGN DT WTER QULITY FLOW RTE PEK FLOW RTE RETURN PERIOD OF PEK FLOW Comments GENERL NOTES. FOR FRICTION DRWINGS WITH DETILED STRUCTURE DIMENSIONS ND WEIGHT, PLESE CONTCT YOUR CONTECH REPRESENTTIVE CDS WTER QULITY STRUCTURE SHLL E IN CCORDNCE WITH LL DESIGN DT ND INFORMTION CONTINED IN THIS DRWING. CONTRCTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 3. STRUCTURE SHLL MEET SHTO HS-20 LOD RTING. CSTINGS SHLL MEET SHTO M306, CST WITH THE CONTECH STORMWTER SOLUTIONS LOGO. INSTLLTION NOTES. NY SU-SE, CKFILL DEPTH, ND/OR NTI-FLOTTION PROVISIONS RE SITE-SPECIFIC DESIGN CONSIDERTIONS ND SHLL E SPECIFIED Y ENGINEER OF RECORD. 2. CONTRCTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING ND RECH CPCITY TO LIFT ND SET THE CDS MNHOLE STRUCTURE. 3. CONTRCTOR TO INSTLL JOINT SELNT ETWEEN LL STRUCTURE S ND SSEMLE STRUCTURE. 4. CONTRCTOR TO PROVIDE, INSTLL, ND GROUT PIPES. MTCH PIPE INVERTS WITH ELEVTIONS SHOWN..04 CFS 5. CONTRCTOR TO TKE PPROPRITE MESURES TO SSURE UNIT IS WTER TIGHT, HOLDING WTER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THT LL JOINTS ELOW PIPE INVERTS RE GROUTED..45 CFS STRUCTURE WEIGHT PPROXIMTE HEVIEST PICK = 6000 LS. 00 YRS STRUCTURE IS DELIVERED IN 4 PIECES MSON CORRIDOR RT 28 NORTH COLLEGE VENUE 65 S. UNION LVD., STE. 200 LKEWOOD, CO ELEVTION VIEW CDS C SPRING CREEK OUTFLL II DRINGE DETILS MHE5.4 CDS3030 Sheet Subset: DRINGE Subset Sheets: D03 of

20 %%c24" x 4" EJIW # , OR EQUIVLENT 7-2" O.D. (2) %%c2" x 4" EJIW #46020, OR EQUIVLENT CONTRCTOR TO GROUT TO FINISHED GRDE 4" FIERGLSS SEPRTION CYLINDER & INLET RIM ELEV. = /- 2-0 /2" 8" HDPE 3-5 /2" INLET INV. ELEV. = OUTLET INLET PIPE INV. ELEV. = " HDPE 6-0" I.D. PLN VIEW OIL FFLE SEPRTION SCREEN PERMNENT POOL ELEV. 3-6 /2" 6-9 3/4" -9" CENTER OF CDS STRUCTURE, SCREEN ND SUMP OPENING SOLID STORGE SUMP OUTSIDE OTTOM ELEV. = /4" %%c8-2" ELEVTION VIEW evaughn 2:32:20 PM c:\pwv8i-local\baker_projects\evaughn\dms9558\7073-rt_drainage_details9-cds09.dgn FIERGLSS INLET ND CYLINDER 53 - MTERIL LIST - PROVIDED Y CONTECH COUNT DESCRIPTION INSTLLED Y FIERGLSS INLET ND CYLINDER CONTECH 2400 micron SEP. SCREEN CONTECH SELNT FOR JOINTS CONTRCTOR 24" x 4" EJIW # , OR EQUIVLENT CONTRCTOR 2 2" x 4" EJIW #46020, OR EQUIVLENT File Name: 7073-RT_Drainage_Details9-CDS09.dgn Date: Horiz. Scale: N/ Vert. Scale: N/ R-X SITE DESIGN DT WTER QULITY FLOW RTE PEK FLOW RTE RETURN PERIOD OF PEK FLOW Comments.27 CFS 2.39 CFS 00 YRS GENERL NOTES. CONTECH TO PROVIDE LL MTERILS UNLESS NOTED OTHERWISE. 2. FOR FRICTION DRWINGS WITH DETILED STRUCTURE DIMENSIONS ND WEIGHT, PLESE CONTCT YOUR CONTECH REPRESENTTIVE CDS WTER QULITY STRUCTURE SHLL E IN CCORDNCE WITH LL DESIGN DT ND INFORMTION CONTINED IN THIS DRWING. CONTRCTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 4. STRUCTURE SHLL MEET SHTO HS-20 LOD RTING. CSTINGS SHLL MEET SHTO M306, CST WITH THE CONTECH STORMWTER SOLUTIONS LOGO. INSTLLTION NOTES. NY SU-SE, CKFILL DEPTH, ND/OR NTI-FLOTTION PROVISIONS RE SITE-SPECIFIC DESIGN CONSIDERTIONS ND SHLL E SPECIFIED Y ENGINEER OF RECORD. 2. CONTRCTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING ND RECH CPCITY TO LIFT ND SET THE CDS MNHOLE STRUCTURE. 3. CONTRCTOR TO INSTLL JOINT SELNT ETWEEN LL STRUCTURE S ND SSEMLE STRUCTURE. 4. CONTRCTOR TO PROVIDE, INSTLL, ND GROUT PIPES. MTCH PIPE INVERTS WITH ELEVTIONS SHOWN. 5. CONTRCTOR TO TKE PPROPRITE MESURES TO SSURE UNIT IS WTER TIGHT, HOLDING WTER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THT LL JOINTS ELOW PIPE INVERTS RE GROUTED. STRUCTURE WEIGHT PPROXIMTE HEVIEST PICK = 4000 LS. CDS C STRUCTURE IS DELIVERED IN 3 PIECES Y FRM DRINGE DETILS MSON CORRIDOR RT MHE4. CDS NORTH COLLEGE VENUE 65 S. UNION LVD., STE. 200 LKEWOOD, CO Sheet Subset: DRINGE Subset Sheets: D04 OF