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f <br />a <br />NV <br />CD <br />N <br />n <br />N <br />Dm <br />Q <br />Y <br />Ox <br />W <br />i0 <br />A <br />C <br />i' <br />c <br />c <br />0 <br />'c <br />•7S <br />4 <br />0 <br />M <br />\ L <br />\ SCALE \ <br />30' 0 30. 60' <br />CONTOUR INTERVAL 1' <br />OCL LINER (BENTOMAT ON, OR APPROVED <br />EQUAL) TO BE INSTALLED BY OWNER <br />APPROVED UNER INSTALIA710N SPECIALIST <br />AND AT SAME TIME AS 45 MIL <br />POLYPROPYLENE AND TDWRAIN 300 -OSO <br />(OR APPROVED EQUAL) LUNERS <br />SUB BASE COMPACTED TO 9070 <br />STANDARD PROCTOR, +/- 2% <br />OPTIMUM MCI STU E. <br />PIPE INTO SUMP <br />-1' MAYERIAL LAYER TO BE <br />COMPACTED IN 8' <br />METAL MILL <br />\ — <br />-- <br />X9'130 <br />\' \`" '`- . _ •_ _�._ ._ <br />BUILDING <br />I 1 \ <br />A -LCK OR EQUAL <br />/ <br />45 MIL POLYPROPYLENE UNER TO BE <br />! .-,.. <br />- <br />'� J.-• .� �- / <br />BUILD <br />TDMAN 300 -DS6 (OR <br />(OR APPROVED EQUAL) AND Ga <br />LINERS <br />APPROVED EOUAALLjjANO <br />fXl_ FROM TOP S1R1'ACE <br />2J' <br />OF TSF TO SUMP <br />1 _ <br />4.0' DN <br />FILL SUMP WID <br />y. <br />2' TO r CLEAN. ROLUW <br />,B• -' <br />RIVER ROCK <br />• <br />HEW C& <br />\ <br />\ <br />EMER6FNCY SP TAY \ <br />\ <br />T1 <br />PIPE INV -9969 �0 <br />J <br />I <br />101 <br />-- - <br />CREST ELEV. 9725 <br />I \ \ \ <br />N <br />\ L <br />\ SCALE \ <br />30' 0 30. 60' <br />CONTOUR INTERVAL 1' <br />OCL LINER (BENTOMAT ON, OR APPROVED <br />EQUAL) TO BE INSTALLED BY OWNER <br />APPROVED UNER INSTALIA710N SPECIALIST <br />AND AT SAME TIME AS 45 MIL <br />POLYPROPYLENE AND TDWRAIN 300 -OSO <br />(OR APPROVED EQUAL) LUNERS <br />SUB BASE COMPACTED TO 9070 <br />STANDARD PROCTOR, +/- 2% <br />OPTIMUM MCI STU E. <br />is <br />TEKDRAIN 300 -DS8 (OR APPROVED <br />EQUAL LINER TO BE INSTALLED BY <br />OWNER OVED BE INSTALLATION <br />SPECIALIST AND AT SAME TIME AS 45 MR. <br />POLYPROPYLENE AND GCL LINERS <br />1. SISCRADE SURFACES CONSISTING OF GRANULAR SOILS OR <br />GRAVEL ARE NOT ACCEPTABLE DUE TO THEN LARGE VOID <br />FRACTION AND TINCTURE POTENTIAL <br />2. SUBGRADE SURFACE SHALL RE SM007H AND FREE OF <br />VEGETATION, SHARP -EDGED ROCKS. STONES, STICK% <br />CONSTRUCTION DEBRIS AND OTHER FOREIGN MATTER THAT COULD <br />CONTACT THE � THE SJBGRADE TO BE ROLLED WITH A <br />SMOOTH-DRUM COMPACTOR TO REMOVE ANY WHEEL RUTS. FOOT <br />PRINTS OR OTHER ABRUPT GRADE CHANGES. <br />3. ALL PROIRUSOS EXTENDING MORE THAN 1/2- MOM SUBGRADE <br />SHALL BE REMOVED, CRUSHED. OR PUSHED INTO SIBGRADE WITH <br />A SMOO7H -DRUM COMPACTOR. <br />FINISHED SURFACE SOUL BE <br />FIRM LVQTHOUT <br />ABRUPN DES, <br />STAND. <br />ING WARR CE OR <br />UNDISTURBED AREA <br />B`SRSION CHANNEL \ <br />I\ \ <br />11. JOINT WWBETWEEN SUMP BARREL, TOP AND AROUND PIPE INTO SUMP SHALL <br />BE WATERTIGHT. <br />2. ALL CONCRETE WORK SHALL COMPLY PATH LATEST ACI -318 <br />SPECIFICATIONS. <br />3. ALL EXPOSED BARE CONCRETE SURFACES ON INSIDE AND OUTSIDE OF <br />SUMP TO BE COATED WITH 2 APPLICATIONS OF SPRAY ON POLYUREA <br />COATING. <br />This document was preparOd by me or Lender my direct aVayman and the information <br />presented is true and cared to the best of my knowledge and belief <br />OD RET�7, <br />O�\A VW C <br />Kcandh W. Curfmao <br />Colorado PE, PLS 25620 <br />ATDP.� <br />s' 0-900 PVC <br />PIPE INTO SUMP <br />-1' MAYERIAL LAYER TO BE <br />COMPACTED IN 8' <br />811 F0 <br />L <br />PIPE PENETRATION GASKET <br />y�.t <br />PLACED IN CORE ro <br />24' TOTAL 007H <br />ACCEPT PIPE KO R-N -SEAL, <br />I 1 \ <br />A -LCK OR EQUAL <br />/ <br />45 MIL POLYPROPYLENE UNER TO BE <br />NSTA LIED BY OWNER APPROVED <br />UNER INSTALLATION SPECIALIST AND <br />PRE -CAST'-•� � <br />MANHOLE TOP 7� <br />AT SAME TIME AS TDORAIN 300 -DSe <br />TDMAN 300 -DS6 (OR <br />(OR APPROVED EQUAL) AND Ga <br />LINERS <br />is <br />TEKDRAIN 300 -DS8 (OR APPROVED <br />EQUAL LINER TO BE INSTALLED BY <br />OWNER OVED BE INSTALLATION <br />SPECIALIST AND AT SAME TIME AS 45 MR. <br />POLYPROPYLENE AND GCL LINERS <br />1. SISCRADE SURFACES CONSISTING OF GRANULAR SOILS OR <br />GRAVEL ARE NOT ACCEPTABLE DUE TO THEN LARGE VOID <br />FRACTION AND TINCTURE POTENTIAL <br />2. SUBGRADE SURFACE SHALL RE SM007H AND FREE OF <br />VEGETATION, SHARP -EDGED ROCKS. STONES, STICK% <br />CONSTRUCTION DEBRIS AND OTHER FOREIGN MATTER THAT COULD <br />CONTACT THE � THE SJBGRADE TO BE ROLLED WITH A <br />SMOOTH-DRUM COMPACTOR TO REMOVE ANY WHEEL RUTS. FOOT <br />PRINTS OR OTHER ABRUPT GRADE CHANGES. <br />3. ALL PROIRUSOS EXTENDING MORE THAN 1/2- MOM SUBGRADE <br />SHALL BE REMOVED, CRUSHED. OR PUSHED INTO SIBGRADE WITH <br />A SMOO7H -DRUM COMPACTOR. <br />FINISHED SURFACE SOUL BE <br />FIRM LVQTHOUT <br />ABRUPN DES, <br />STAND. <br />ING WARR CE OR <br />UNDISTURBED AREA <br />B`SRSION CHANNEL \ <br />I\ \ <br />11. JOINT WWBETWEEN SUMP BARREL, TOP AND AROUND PIPE INTO SUMP SHALL <br />BE WATERTIGHT. <br />2. ALL CONCRETE WORK SHALL COMPLY PATH LATEST ACI -318 <br />SPECIFICATIONS. <br />3. ALL EXPOSED BARE CONCRETE SURFACES ON INSIDE AND OUTSIDE OF <br />SUMP TO BE COATED WITH 2 APPLICATIONS OF SPRAY ON POLYUREA <br />COATING. <br />This document was preparOd by me or Lender my direct aVayman and the information <br />presented is true and cared to the best of my knowledge and belief <br />OD RET�7, <br />O�\A VW C <br />Kcandh W. Curfmao <br />Colorado PE, PLS 25620 <br />ATDP.� <br />s' 0-900 PVC <br />PIPE INTO SUMP <br />-1' MAYERIAL LAYER TO BE <br />COMPACTED IN 8' <br />811 F0 <br />L <br />PIPE PENETRATION GASKET <br />y�.t <br />PLACED IN CORE ro <br />24' TOTAL 007H <br />ACCEPT PIPE KO R-N -SEAL, <br />I 1 \ <br />A -LCK OR EQUAL <br />/ <br />I / <br />PRE -CAST'-•� � <br />MANHOLE TOP 7� <br />PRE -CAST MANHOLE BASE AND <br />Za FNSTBARREi. SECTION CAST <br />MONOUTHIC ASTM -04711 <br />N <br />B y. B <br />GCL UNER 2' TRANSTION FOR '���X /�A'�� I 2 FEET OR T TI SUMP <br />OT O <br />TE7fORAN 30O-D50 (OR -,�� ( I �..- / / 12' WOE SURF OF 1EXDRAN <br />APPROVED EQUAL) FROM 300 -058 AC APPROVED <br />TOP OF OM TO SUMP EQUAL) Pucm Nro MANHOLE <br />SLOTS <br />(TYP OF 4) <br />PLAN VIEW <br />Satz• r -r <br />JOINT SEALANT BETWEEN TOP <br />AND BARREL RUBBERNEft OR 4b ML POLYPROPYLENE LINER <br />APPROVED <br />EQUAL AL <br />TEXDRAN 300 -858 (OR <br />TEXDRAN 3DB -➢58 (OR APPROVED Eak) AAA- e � 75 BE <br />APPROVED'Gu ) OM LAYER PER PROJECT SPECIFICATIONS <br />-GQ uMR 1F� 12' TOTAL DEPTH <br />1 <br />\ 12' <br />\ 4' C-200 PVC <br />PIPE INTO SUMP <br />40' <br />PIPE PENETRATION CASKET - <br />PLACED IN CORE TO <br />ACCEPT P KOR -N -SEAL, <br />A -LOK OR EQUAL <br />1.0' L.r 5' -10- - <br />SEC'n0N B —B <br />SCALE r -r <br />EXTEND TE%DRAN 306 -DS6 <br />(OR APPROVED EQUAL) <br />12' DOW" INSTIL WALL 6 <br />SUMP (TIP FOR 4) / <br />1 <br />t < 12' <br />tr i <br />11r <br />2.S <br />� of •. .. - �. •. <br />1�1 <br />tr <br />PLACE 4- -VANE CRANULAA <br />VERTTICALL LAYER <br />VERCALLY BETWEEN CCL <br />4. AND STRUCTURE EXTEND 40. <br />I 12 BELOW 8077011 aF <br />GCL TERMINUS <br />8' PIPE PENETRATION <br />AN DOW" AT 717' <br />FROM VERTICAL <br />I.B. COMPACTED <br />314' SCREENED ROCK <br />12.3' WIDE X 1' DEEP CHANNEL <br />CAST INTO TOP OF BARREL SECTION <br />FOR TEXDRAN 300 -DS6 (OR <br />APPROVED EQUAL); (TYP -4 PLACES) <br />- PRECAST FIAT TOP <br />WIN NO LP <br />PLACE 4' -WIDE GRANULAR <br />BENTONITE LAYER VERTICALLY <br />BETWEEN CCL AND STRUCTURE <br />EXTEND tr BELOW BOTTOM <br />OF CCL TERMINUS <br />� 4- <br />PRECAST RENFORQD CONCRETE <br />MANHOLE BARREL PER ASTM -0478. <br />PERFORATE BOTTOM <br />2 FEET OF PIPE IN SUMP <br />PRE -CAST MANHOLE BASE AND <br />FIRST BARREL SECTION CAST <br />MOROLTNC ASTIR -C478 <br />-1' MAYERIAL LAYER TO BE <br />COMPACTED IN 8' <br />LIFTS <br />PER PROJECT SPECIFICATIONS <br />y�.t <br />24' TOTAL 007H <br />r.•1 <br />24- <br />r TRANSITION FOR (� 2.a <br />TDMAN 300 -DS6 (OR <br />APPROVED EOUAALLjjANO <br />fXl_ FROM TOP S1R1'ACE <br />2J' <br />OF TSF TO SUMP <br />4.0' DN <br />FILL SUMP WID <br />y. <br />2' TO r CLEAN. ROLUW <br />,B• -' <br />RIVER ROCK <br />• <br />1 <br />\ 12' <br />\ 4' C-200 PVC <br />PIPE INTO SUMP <br />40' <br />PIPE PENETRATION CASKET - <br />PLACED IN CORE TO <br />ACCEPT P KOR -N -SEAL, <br />A -LOK OR EQUAL <br />1.0' L.r 5' -10- - <br />SEC'n0N B —B <br />SCALE r -r <br />EXTEND TE%DRAN 306 -DS6 <br />(OR APPROVED EQUAL) <br />12' DOW" INSTIL WALL 6 <br />SUMP (TIP FOR 4) / <br />1 <br />t < 12' <br />tr i <br />11r <br />2.S <br />� of •. .. - �. •. <br />1�1 <br />tr <br />PLACE 4- -VANE CRANULAA <br />VERTTICALL LAYER <br />VERCALLY BETWEEN CCL <br />4. AND STRUCTURE EXTEND 40. <br />I 12 BELOW 8077011 aF <br />GCL TERMINUS <br />8' PIPE PENETRATION <br />AN DOW" AT 717' <br />FROM VERTICAL <br />I.B. COMPACTED <br />314' SCREENED ROCK <br />12.3' WIDE X 1' DEEP CHANNEL <br />CAST INTO TOP OF BARREL SECTION <br />FOR TEXDRAN 300 -DS6 (OR <br />APPROVED EQUAL); (TYP -4 PLACES) <br />- PRECAST FIAT TOP <br />WIN NO LP <br />PLACE 4' -WIDE GRANULAR <br />BENTONITE LAYER VERTICALLY <br />BETWEEN CCL AND STRUCTURE <br />EXTEND tr BELOW BOTTOM <br />OF CCL TERMINUS <br />� 4- <br />PRECAST RENFORQD CONCRETE <br />MANHOLE BARREL PER ASTM -0478. <br />PERFORATE BOTTOM <br />2 FEET OF PIPE IN SUMP <br />PRE -CAST MANHOLE BASE AND <br />FIRST BARREL SECTION CAST <br />MOROLTNC ASTIR -C478 <br />