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HomeMy WebLinkAboutDRB16-0540_C1.5_1485198180.pdf Z7I-Iali. III Pm 4.TYPE II (SPILL CURB) W _ 1'-6" 6" p Z 13.4.0 'I CONTRACTION JOINT 6 X 6 X W2.9 (� itTOYla FOR CROSSPANS X W2.9 WWF SAWCUT MIN. OF 18" v r 1 EVERY 5' MIN FROM PROPOSED 111 R13-- PP O © O (ON CHAIRS) i O8 6" BORDER TO LAY 0- X23 O V 5 FT CONCRETE FORMS ��,1.i o :otpotij ADN ALLOW ROOM I-1J H Z FOR VIBRATORY W co z 5" CLASS B CONCRETE SHEAR STEP PLATE COMPACTOR W D o a 2.0% 2" MILLING 6" See Plans PER PLAN CL PER PLAN See Plans MIN. of 1' Z c0 U J 4 S,. ill } 1" I IN . ,•. • W. . .___,\,..._/ jvUV -� - 1/4" BELOW SURFACE SSHALANT ICONE JOINT Q Q 0 0 �oo 0 o //EXISTINGy/ , PROPOSED s/1s" TYPE I (CATCH) I,��rC4" CLASS 6 ABC lb /�S�LT / , � ��T��' CONE. CURB/ Z _1� DRAINAGE P TSILICONE :11. fLLI 1'-6" 6" SEALANT 1/4" 1/2"d 6" MIN" ch W © i SIDEWALK BASE PREPARATION T CO 6 X 6 W2.9 X W2.9 CONTRACTOR TO PLACE 4" CLASS 6 ROAD APPLY TACKIFIER TO ALL 7 • 1/3�� Welded Wire Fabric BASE AND COMPACT TO 95% STANDARD SAWCUT CLEAN EDGE HORIZONTAL AND O O PROCTOR DENSITY ® MOISTURE CONTENT .,..rr r.cr,� 6" 2.5" CLEARANCE. VERTICAL EDGES OF I PREFORMED WITHIN 2% OF OPTIMUM. Y• ',+,f EXISTING ASPHALT/CONC. D 1---JOINT 3/8"0 BACKER ROD �� Q PLACE ON CHAIRS PRIOR TO NEW ASPHALT . MATERIAL 4 Q .-,L/Q USE COOT CLASS B CONCRETE FOR CURB AND GUTTERS TYPICALCOMPACT AND PLACEMENT �I 1/2" TRANSVERSE ;���;•\'r�11V C '•:��j, 6" (TYPICAL) MOISTURE CONDITION CONTRACTION JOINT SAWED JOINT4: 0/,...-...4,; .y-L'• 0- CONTRACTION JOINT EXISTING BASE COURSE EXPANSION JOINT '-� -►. 7-f/-�';C�► FOR SIDEWALKS PRIOR TO PATCHBACK (TRANSVERSE WEAKENED PLANE JOINT) 398 O EVERY 5' MIN • •� �' • Jc- r'I:DINT DETAILS OINT SEAL DETAILS x112 /, •� J it NOTES: �'I• ''•.•.. ....*.� tle 1. BACKFILL, SEE DETAIL OF CUT/FILL SLOPE 2. SLOPE AT 1" PER FOOT •�•,+ ,,� '''` 4. SLOPE TO MATCH ADJACENT PAVEMENT CONCRETE CROSSPAN CONCRETE SIDEWALK SHEAR STEP AND PATCHBACK JOINTING DETAILS 5. PAVEMENT, SEE TYPICAL PAVEMENT SECTION 6. PROVIDE CONTRACTION JOINTS 10' 0.C. MAXIMUM 7. PROVIDE EXPANSION JOINTS 100' O.C. MAXIMUM 8. SLOPE AT 1/2" PER FOOT 9. 6" CLASS 6 BASECOURSE COMPACTED TO 95% STANDARD PROCTOR © REVIEW HANDING AND INSTALL THE CHASSIS WITHIN 2% OF OPTIMUM MOISTURE G 10. CONSTRUCT CURB AND GUTTER PER COLORADO D.O.T. STANDARD �P�O� ro M-609-1 TYPE 2 SECTION IIB (NOTE 2'-0" WIDTH NOT 2'-6") BEAVER DAM® o�,c c�� X111NI ws, O�`�'c' LEFT HANDING (L) Standard, Factory Default RIGHT HANDING (R) ,CURB/GUTTER AND Installation and Maintenance Guidelines 1,� RNti�r , SIDEWALK TO BE CDOT mom Mt N. CLASS B CONCRETE Installation: The empty Beaver Dam® should be placed over the ��� 411111111 ° ' //••�� grate as the grate stands on end. If using optional oil Toxake full advantage Changes to operator handing in the ri* `V / tabsorbents; place absorbent pillow on pouch, on the bottom -o-Front access panel of the break away field,must also be addressed in the . v ' feature,the front Installer Menu.CONCRETE CURB AND GUTTER (below-grade side) of the unit. Attach absorbent pillow to tetheraccess PanelmustSmart DGa , loop. Tuck the enclosure flap inside to completely enclose the face oncoming traffic. Controller 1,'' ti) :.:-ICF.IR3[:Ili1 grate. Holding the lifting devices (do not rely on lifting devices ci1•+.ni.c. opt ' ,, Z to support the entire weight of the grate), place the grate into • its frame (street side first), then lower back edge with dam into p p p p p SEE DETAIL FOR LU place. The Beaver Dam® should be partially blocking the curb 1 _� ADA TRUNCATED0 hood when installed properly. aA1ma��vA�elrs 1�- DOME INSTALL TF TOWN OF VAIL SIGN POST: Dept. of Public Works Maintenance: Remove all accumulated sediment and debris from L 12 in - - REMOVE surface and vicinity of unit after each storm event. Remove 30�m �_ Top COVER r3• sediment that has accumulated within the containment area of -4- TYPE 1 O / the Beaver Dam® as needed. If using optional oil absorbents; TTACHDRIVEVERTICAL CURB r n '-4" remove and replace absorbent pillow when near saturation. AND GUTTERVincaruatlfT � BELT COVER FU Oa. i1 cmfcur aurWarning Label '� F.. L Place on frarn accessBe sure to,I3• ��\ BEAVER DAM° �` j:::/ :1 panel facing incoming =w�_ QCAUTIDNsecure theI I traffic• d belt cover with the 6• use 14 x 3'h inch fasteners provided.If the 3• o.c DESIGN CONFORMS Re u;rod for uL 3zs I 2' IN TOWN OF VAIL ALL TO ALL SHAPES OF concrete anchors 9 belt cover is not installed, L-� 6 NOTES compliance. a otential risk of in u 0 -I I-- 1/2• -� STANDARD FABRIC IS AN OVERFLOW GAP a$t5. ry _ varies CUT t SIGN POSTS TO BE CONCRETE CURBS n ORANGE WOVEN P - 1 ASPHALT L -71-. %1' 1.•' DEPTH 4"X4" CEDAR POST GUTTER},'•`•':, .:i•:�.;.. ', 1. THE TRUNCATED DOME PLATE SHALL BE EMBEDDED IN THE CONCRETE 14' 7 MIN TREATED AND STAINED, MONOFILAMENT Stroh ArnTParkB MDLlntin Template $ �� r, CONC. PATH I CURB RAMP WHILE CONCRETE IS PLASTIC. PER TOWN STANDARDS. 9 9 P Warning Label -6' 0 Place on side panel facing 6 2. WHEN DETECTABLE WARNING SURFACE IS CUT, GRIND OFF REMAINING CUT OUT MOUNTING TEMPLATE / Anchor bolt. ncomingtraffiic. PORTION OF ANY CUT DOMES. SEAL ALL CUT PANEL EDGES TO PREVENT BREAKAWAY POST Cut out the base template on the washer. IRequired forUL 325 DETAIL FOR PLACING DURALAST DOMES WATER DAMAGE. < > f I� DRILL (2) 1" DIA. `� and nux� v •� oompliance- HOLES. 4" FROM shipping box and use it to mark the 14x1 O4" THICK ° mounting locations on the concrete pad- - Z GRADE AND 18" FROM � m Gvriurntepad 4x4 COLLAR ;.•.� ////// I -CEDAR GRADE . .::':=•:,:;:•:q•:::::y //// 0 NB etleCONCRETE LANDING POST // DETECTABLE DOME PLATES '..',. :!'�'�2_ `- :'.. r ! 1 TO BE DURALAST WARNING • . PLATE #00700571, 24" X 1 31' INSTALL THE CHASSIS radeleval 5' (2) 30 x24 PLATES) 24" MANUFACTURED BY Earth ground EAST JORDAN IRONWORKS COMPACTED `� ;y Remove front access panel. I�� . , :01•111.1.00 �I 6• CLBACKFlLL a.LOW PROFILE WITH00000W Q LJGUTTER FOR SAFETY b • CURB ANDPROPOSED CONCRETE (COOT CLASS D) • 1 1� 1 AND CURB APPEAL • • . ' GUTTER INLET To easily access and wrench tighten the . °• 0 0 0 0 0 0 0 0 0 0 0 0 a 0 a 0 ® y 0 < 0- A e e e e a 0 0 e e e e e 0 0 0 0 e a anchor bolts, swing the base panel open(or �+ condut 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 ® 0 • remove it). Ile • ' °. o e e e o e ® o s 0 0 0 0 0 a e 0 e 0 SIGN POST BEAVER DAM 2CZ-ip ,_°• • :.: . aeeeaeeeeeeeeeaee ® ®. .• Y- 2,_6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 .a 60 0 e 0 e 0 0 0 e 0 0 0 0 0 0 0 e ® a ® NOTE: The spring tension on 5trongRrmPark❑C14, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 • •Should be adjusted BEFORE fastening the operator Grounding---a . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x 0 0 00 • to the concrete pad.The proximity of the conduit torod die per J' • e e e e e e e e a e e e e am r the adjustment nut at the base of the spring makes it . • •a• ' •• n •• G difFicult t7 wrench-tighten. 6" CURB • ° 'a 'a ° 6' CURB g / .• GUTTER FLONUNE °• www.hysecurity.com 0 2016 StrongArmPark DC Quick Start Steps MX3651-01 Rev.B ZIl4fecurity Page 3 - - 1.6.TO 2.4• 1.5' GUTTER FIB ERGLASS SEPARAT ON CENTER OF CDS CDS202O-5-C DESIGN NOTES STRUCTURE,SCREEN CYLINDER AND INLET AND SUMP OPENING CDS702U.5-C RATED TREATMENT CAPACITY IS 1.1 CFS p1.2 Lit]•OR PER LOCAL REGULATIONS MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACTY IS EXISTING ROAD -I U U Noillniftu P+ 14.0 CFS(395 L/s]. IF THE SITE CONDITIONS EXCEED 14.0 CFS(996 t.aj,AN UPSTREAM BYPASS STRUCTURE IS REQUIRED, PLAN VIEW OF m THE STANDARD CDs202O-5-C CONFIGURATION IS SHOWN.ALTERNATE DON FIGU RATONS ARE AVAILABLE AND ARE LISTED BELOW.SONE PARKING GATE CONTROL DETECTABLE WARNING V� CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REOUIRENEM1TS A .F/' ! t , J1. CONFIGURATION DESCRIPTIONGATEDINLETONLY(NO INLET PIPE) J1 i f/// •� �°, GRATED INLET WITH INLET PIPE OR PIPES -J F[OW '` f /�, 7y CURBWtETONLYINOINI INLET CONTECH' Hydrodynamic Separation Product Calculator („ 1- V SERB INLET B INLET PIPE OR FRES ENGINEERED saurrlaNs CONCRETE RAMP W/ TRUNCATED DOME PLATE ` URBANGREEh-.'.' � SEPARATE OIL BAFFLE(SINGLE INLET PIPE REQUIRED FOR TILS CONFIGURATION) AI. ,Abia,__�� SEOih+ENTWEIR FOR NJDEPINJGATCONFORMING UNIIS Cascade Club O ONt SAL�S°"� C°' ' Z TOP SLAB ACCESS co (SEE FRAME AND COVER DETAIL} WQCV 2 � Cl) PVC HYDRAULIC SHEAR 4444V11,' PLATE 80.11524)1.D.MANHOLE CDS 2020-5 0 I- 1- STRUCTURE jlAx {,� W SITE SPECIFIC Project Information W PLAN VIEW B-BDATA REQUIREMENTS z In 0 O CONTRACTOR ToGROUT N.T.S. ® - -._ O STRUCTURE ID Project Name Cascade Club Option# C O z z 0 TO FINISHED GRADE -. .- -....:- WATER DUALITY FLOW RATE(CFS OR Ln] • > z yy PEAK FLOWRATE(CFSDRLIs) Country US111; Colorado City Vail W W O RINGS7RI$ERSE / ' ■ fir�MTIE�.IH" ■ RETURN PERIOD OF PEAK ROW{YRS} �� •""`"`£'"' SCREEN APERTURE(2400 OR 47001 CL CL m ~ FIBERGLASS SEPARATION ¢'--.- -.:-.- PIPE DATA I.E MATERIAL DIAMETER O CYLINDER AND INLET 4 INLET POPE 1 N IIII � INLETPIPE2 Contact Information o oN O OUTLET PIPE - WWfREIiELEVATION I First Name MattLast Name Wadey Q Oo rn O Bi B ANTI-FT.OTATION BALLAST WIDTH HEIGHT N IINLET PIPETi FRAME AND COVER Company AEI _ s }LTWLEINLET PIPES MAY OUTLET PIPE NUTE315PECL4LREpUIREMENTB: Phone# 970-926 3373 0 0 0 (DIAMETER VARIES) y p BE"°ooN'"'°°""n) N.T.S. Email wade aF inecivil.com , �� -PER ENGINEER OF RECORD ___ �I a 6 Q s Design Criteria ti iri._,...___ m PERMANENT Site Designation WQCV 2 Drainage Area ac 1.24 G ppp{_Ft ELEV. GENERAL NOTES ) In 01 M 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. . :w I. 2.DIMENSIONS MARKED WITH{I ARE REFERENCE DIMENSIONS.ACTUAL DIMENSIONS MAY VARY. Runoff Coefficient 0.90 Tc ) ( ) O N OIL.SKIRT 3.FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED M I n 10 Peak Flow cfS 0.90 N ARM. SOLUTIONS LLC REPRESENTATIVE.wv,'a.CnnmdIES.SNII 17 4.CDS WATER CIUAUTY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. E) ��■ m 5. STRUCTURESHALLT,EETAASHToH520ANDCASTINGSSHLLLMEEFH820(AASHTOM3o9)LOADRATING,ASSUMINGGROUNDWATERELEVATION Screening Required? No Pipe Invert Depth (ft) 5- 10 Bedrock Depth (ft) >15 N cp 7 i rilr AT.CR BELOW.THE OUTLET PIPE INVERT ELEVATION.ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATERELEVATION. -.I1 1e'�I'- E • 9.PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM!OF SCREEN CYLINDER REMOVE AND REPLACE AS NECESSARY DURING -I - Q in I MAINTENANCE CLEANING. Groundwater Depth (ft) X15 Grate Inlet Required? Yes f i e Size in 18 I- I- Y N SEPARATIONI 4 4 p ( 1 i' SCREEN iih INSTALLATION NOTES 0 0 uj ir. A. ANYSUB-BASE.BACKFELLDEPTH.ANDIORANTI•FLOTATIONPROVISIONS ARE S4TE-SPECIFICDEStONCONSIDERATIONS AND SHALL BE Multiple Inlets? Yes 180'between inlet and Yes 90°between two inlets? ,Yes uj 'co w PVC HYDRAULIC SHEAR - SPECIFIED BY ENGINEER OF RECORD. LLJ PLATE B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTNG AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE outlet? Z z Y z [LIFTING CLUTCHES PROVIDED). - 0 0 W C. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS,AND ASSEMBLE STRUCTURE. n m SOLIDS D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES.MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. Required Particle Size No Rainfall Station 28 -Colorado Springs Ai port, C❑ W ICC Q o STORAGE SUMP E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT,HOLDING WATER TO FLOYYLINE INVERT MINIMUM.IT IS Distribution? 0 0 0 0 0 ELEVATION A-A SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. N.T.S. C NTECH' CD52020-5-c LoENGINEERED SOL(1TiON5 LLC Treatment Selection elMrwaw.CorHchES.eon, INLINE CDS � STANDARD DETAIL N 90.319-1121 riluO 3-64. 00,Wu.Che.Wr,OH45f99 Treatment Unit CDS System Model 2020-5 -.--....-.- .'^��.,�" W1L339-tial 513.645-tWo 5'3.845-7993 FAX O N Target Removal 80.00% Mean Particle Size 125 Predicted Net Annual 84.01% SHEET N (microns) Removal alC (a a gi N U o o CDS-2020 WATER QUALITY MANHOLE m > a