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1 I I 45' 19' 4.5' <br /> I FLATTER S OPE�TMER AT <br /> EXISTING GROUND 1'CLASS 6 AS NECESSARY CIVIL R E S'1U R C E S <br /> ICI SECTION LINE ROADBASE <br /> ' 2'5- - - --- 8308 COLORADO BLVD <br /> EXCAVATE TOP S.S. SUITE 200 <br /> FILL VOLUME:10,590 CY I 1.Of SOIL Ex 1. B' 1 FIRESTONE,CO 80504 <br /> CRUSHED FROM TRENCH 303.833.1416 <br /> Ro« AND PIPELINES WWW.CIVILRESOURCES.COM <br /> (ALL <br /> I j FILTER CLOTH OVERLAIN BY DIRECTIONS) <br /> GEOGRID FABRIC <br /> WCR 2S (AASHTOCLASS 2 NONWOVEN <br /> J SEPERATION FABRIC it TENSAR SOIL LIENTONITE <br /> (FORT LUPTON) 1600 OR EQIIIVALENf) BACKFILL <br /> BROOMFIELD <br /> I I I I <br /> OVERHEAD ELECTRIC I 3 DETAIL-STRUCTURAL SLURRY WALL CAP DETAIL DETAIL IN AREAS OF TRAFFIC <br /> �� 5 I I <br /> i <br /> 1'A' �.•\ / /' /' I I I NOT TO SCALE <br /> 2 <br /> CITY AND COUNTY OF BROOMFIELD <br /> 3951 WEST 144TH AVENUE <br /> aROnMFIa�.n,cn"0]2 <br /> RIPRAP(2'THICK) ` , <br /> \Y/ / LAYDNER BACKFILL IN 9'LOOSE <br /> LIFTS WITH OVERBURDEN 303.464.5604(p) <br /> COMPACTED AS NOTED ABOVE ERIN MESSNER <br /> I TO TOP pF CONCRETE <br /> APPROX.FINISH GRAD <br /> EDGE OF PAVEMENT I W <br /> I L.L <br /> I I I I SEE SHEET SA I <br /> FLOWABLE FILL V <br /> / �� e� e� Y� es• Yee es• es• er 4� I OVERE%GVA ~2' 2'~ O <br /> T ALONG SLURRY WALL _,--EXISTING SLURRY WALL <br /> I APPROXIMATE LIMIT - I U) 13� <br /> / OF 1 S:1 EXCAVATION <br /> O <br /> 2 DETAIL-SLURRY WALL REPAIR(TYP.) I-'I <br /> 0 -- NOT TO SCALE H Lu } <br /> o I NOTES: LI..I Z z <br /> PUMP STATION 2 I I 1. REMOVE ALL TOPSOIL,DEBRIS,AND OTHER DELETERIOUS MATERIAL. <br /> / SEE SHEET 5A-5F O 2. SCARIFY AND RECOMPACT SUBGRADE TO 9S%STANDARD PROCTOR DENSITY OR 70%RELATIVE <br /> DENSITY. r O <br /> 3. EXCAVATE 2'ALONG BOTH SIDES OF SLURRY WALL TAKING CARE TO NOT DISTURB SLURRY WALL. Lu ` ` <br /> WETWELL S. <br /> BURDEN ESSARY. V <br /> _ HAND CLEA PITRUN ALONG THE SLURRY WALL MAV BE NEC <br /> ----- ----- - \ 4. DEWATERIN I E REQUIRED TO FORM A STABLE SURFACE. <br /> I ' I PLACE OVER IN CIAO LINER,WITH A MINIMUM OF OC FINER THAN THE L TYPE <br /> SIEVE,L z Q <br /> 9.INCH LOOSE LIFTS AND COMPACT TO 95%STANDARD PROCTOR DENSITY,SOIL TYPE SHALL BE O J <br /> PROPOSED BUILDING CL,CH,AND/OR SC. <br /> FOOTPRINT I ! / \ 6. OUTSIDE OF THE CLAY LINER,PLACE 9-INCH LOOSE LIFTS OF PITRUN OR OVERBURDEN U LU <br /> COMPACTED TO 9D%STANDARD PROCTOR OR 70%RELATIVE DENSITY. <br /> 7. FLOWABLE FILL SHALL BE VIBRATED TO COMPACT BELOW PIPE HAUNCHES. aI <br /> LL! <br /> I I / <br /> EX.PIPE <br /> (TO BE REMOVED <br /> i I ' I WISHED GRADE <br /> ------_- <br /> YLINER SACKFILL IN 9-LOOSE <br /> (II LOM WITH OVERBURDEN <br /> ' BVSLURRRYA ALL REPAIR ' XPOSE TOP OF SW(12') COMPACTED AS NOTED ABOVE REVISIONS <br /> � I I I <br /> TO TOP OF CONCRETE Na DESCRIPTION DATE <br /> DETAIL THIS SH!ET <br /> AIM 2\ \ / / 2 1 <br /> ------------------ SLURRY WALL CROSSING <br /> I (LOCATION APPROXIMATE,CONTRACTOR TO HA UN SUPPORT <br /> I I <br /> CONFIRM LOCATION AND REPAIR) CH <br /> W/PLOWABLE FILL <br /> SEE THIS SHEET <br /> / I <br /> FLUME + I -EXISTING SLURRY WALL <br /> . I / <br /> STORM WATER DITCH EX <br /> FLOW DIRECTION <br /> - -- -_ - - 55��� DELIVERY FROM SOUTH PLATTE RIVER ' <br /> TIE IN TO EX 24"PVC <br /> ' I INV EL:4845.84' <br /> IN SLURRY WALL CROSS Q=05 TO 15 US I DETAIL-PIPE CROSSING OF SLURRY WALL(TYP.) <br /> (LOCATION APPROXIMATE,CONTRACTOR TO (CONTRACTOR TO POTHOLE/EXPOSE <br /> CONFIRM LOCATION AND REPAIR) TO CONFIRM LOCATION) I \I NOT TO SCALE <br /> DETAIL THIS SHEET <br /> ' - PROPOSED CULVERT- I ' I ' I DESIGNED BY:� DATE:]anuary 2023 <br /> 0 <br /> I INV.OUT EL:4853.0' 18"DIP RETURN TO SOIITN <br /> NV I .IN.EL:4853.2' PCA�RIVER DRAWN BY <br /> 3p 1� SCALEAS NOTED <br /> F WCR 20 - INV.EL'4849.29'(AS-BUILT) I -w- <br /> 0.0W -(CONTRAROR TO POTHOLE/EXPOSE CHECKED 8Y: H AS NOTED <br /> h (FORT LUPTON) SITE ENTRANCE TO CONFIRM LOCATION lOB NO.: 329.001 AI <br /> DWG NAM <br /> STATION DWG <br /> 6 I I • PUMP STATION <br /> c- <br /> w I I I Krowvrhat§WHY. SHEET: <br /> _ I ���betas you dig. <br /> it <br /> 0 (a ^ <br /> O --_ _. Merl L <br />