Midwestern Engineers, Inc. Plan Preview

r ' C EXISTING SURFACE EXISTING GRADE \ -'V?,/ ,�\ vJ7,;_,-r - ,,/,;��� , j-- _S _ U_ R _ FA _ C _ E _ R_ E _ ST _ O _ R A_ T_ IO _ N_ l'\� <(,f_y,((/ FINAL BACKFILL � �<(j FINAL BACKFILL AS REQUIRED G R ADE N E W AREA TO MATCH EXISTING GRADE IN T HE A R EA OF EXCAVATION MIN. 8-12" T OP SOIL WI T H SEED & MULCH REQ'D REFERENCE SPECIFICATIONS � W «'/ BY SANITARY FORCE MAIN AND �i 6" MIN. Be / :< GRAVITY SEWER SPECIAL PROVISIONS '/':01-' '---'= +- -"" ---, -"- -""'� ;-:: '» � /'., CLASS I. 11 OR 111 MATERIAL 12" COVER PIPE ZONE UNDISTURBED SOIL HAUNCHING (Bc\2) _J-- BEDDING THE LARGER OF Bc/4 OR 4" HAND OR MECHANICALLY TAMPED CLASS I OR 11 STONE PLACED IN 6" LAYERS TO 12" OVER THE TOP OF PIPE. CLASS I MATERIALS ONLY MAY BE "WALKED IN" IN 6" LAYERS CLASS II MATERIALS SHALL BE COMPACTED TO A MINIMUM 85% STANDARD PROCTOR DENSITY W � MAXIMUM ALLOWABLE TRENCH WIDTH FOR PIPE AS PER ASTM NOT TO EXCEED FOUR (4) FEET FOR 6" THROUGH 24" PIPE NOR SIX(6) FEET FOR 27" THROUGH 48" PIPE. D � PIPE DIAMETER (INTERNAL) Be � PIPE DIAMETER (EXTERNAL) TYPICAL PIPING TRENCH DETAIL FLEXIBLE PIPE (PVC) RIGID (DI, RCP) NOT TO SCALE SUBJECT TO VEHICULAR TRAFFIC NOTES: 0('( UNDISTURBED SOIL 12 H ::,,; ;,:, COVER J-� � ;<:'< PIPE ZONE HAUNCHING (Bc\2) BEDDING THE LARGER OF T HE LARGER OF Bc/4 OR 4" W � MAXIMUM ALLOWABLE TRENCH WIDTH FOR PIPE AS PER ASTM NOT TO EXCEED FOUR (4) FEET FOR 6" THROUGH 24" PIPE NOR SIX(6) FEET FOR 27" THROUGH 48" PIPE. D � PIPE DIAMETER (INTERNAL) Be � PIPE DIAMETER (EXTERNAL) TYPICAL PIPING TRENCH DETAIL NOT TO SCALE NOT SUBJECT TO VEHICULAR TRAFFIC NOTES: 1. COMPACTED BEDDING STOPS AT SPRING-LINE OF THE PIPE. BACKFILLING ABOVE THIS POINT SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND AS REQUIRED HERE IN. 2. WHEN CLASS I MATERIAL IS USED FOR BEDDING, COMPACTION MAY BE ACCOMPLISHED BY HAND OR MECHANICAL TAMPING. R EMOVE OR BR EAKDOWN EXISTING ST R UCTU R E WALL TO MIN 48" BELOW E XISTING G R ADE EXISTING R EMAINING STRUCTU R E ---1 ··. _ . , _ •"•" ...,. • ... '· "·'· ·- ' . . ' FILL EXISTING CAVITY WITH APP R OVED E NGINEERING MA T ERIAL UP TO WITHIN 18" OF EXISTING G R AD E 0 EXISTING STRUCTURE DEMOLITION DETAIL NO T E: CONTRACTOR TO REMOVE ANY EXISTING MATE R IALS O R EQUIPMENT F R OM EXISTING ST R UCTU R ES PRIO R TO DEMOLITION WO R K CONSULT WITH OWNER FINAL DESTINATION OF ANY REMOV E D ITEM "LINK·SEAL" O R E QUAL NO SCALE 1. COMPACTED BEDDING SI OPS AT SPRING-LINE OF THE PIPE. BACKFILLING ABOVE THIS POINT SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND AS REQUIRED HERE IN. 3. WHEN CLASS II MATERIAL IS USED FOR BEDDING, COMPACTION SHALL BE ACCOMPLISHED ONLY BY HAND OR MECHANICAL TAMPING TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY. ? EXISTING CONC R ETE WALL 2'-6" I I I 2. WHEN CLASS I MATERIAL IS USED FOR BEDDING, COMPACTION MAY BE ACCOMPLISHED BY HAND OR MECHANICAL TAMPING. �- P R ECAST CONG. WH EE L STOP 7'-0" x 4)'2"W x 5"H. ANCHO R INTO PAV E M E NT SU R FAC E w/2 No.6 DOWELS w/1O" EM B EOMENT PAVEM E NT SU R FACE ---,---+-,------- 3. WHEN CLASS II MATERIAL IS USED FOR BEDDING, COMPACTION SHALL BE ACCOMPLISHED ONLY BY HAND OR MECHANICAL TAMPING TO A MINIMUM OF 9S% STANDARD PROCTOR DENSITY. RE F ER TO SITE PLAN SHT. C2.D2 · . . ....... •d • • ' ' �. :• ., . � .. ' •. d • .•·· . . ·-:·'· . ... - .. � .. .. · . . ' '; . . . •. ... . d ' .' ' . 4. WORK FALLING UNDER THE JURISDICTION OF THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) SHALL UTILIZE COMPACTED GRANULAR BACKFILL MATERIAL FOR INITIAL AND FINAL BACKFILL ANYWHERE WITHIN 12 FEET OF (INCLUDING SOTH HARD SURFACED ANO COMPACTED AGGRIWATE), COMPACTtD GRANULAR BACKFILL MATERIAL �HAbL !'1[ USED WITHIN $ ,.:irr or lH[ [DG\;; OF iH!. �AV[M[NT. 0 WHEEL STOP DETAIL j"/FT. MIN. SLOPE A. 165 LB/SYD., (1-1 /2") HMA SURFACE TYPE B B. 275 LB/SYD, (2-1/2") HMA INTERMEDIATE TYPE B C. 880 LB/SYD., (8") HMA BASE, TYPE B D. SUBGRADE TREATMENT TYPE II, (6" OF THE SUBGRADE EXCAVATED AND REPLACED WITH COARSE AGGREGATE No.53's WHERE NEEDED E. EXISTING GRADE/EARTH ** MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE TO THE CURRENT IN.D.O.T. STANDARD SPECIFICATIONS. ASPHALT SURFACE - ACCESS DRIVE CROSS SECTION NO SCALE PER PLAN - 3·7 . . � . M , �'""/ "<'\/0,,-'};X,: ,�0 A,,- J'-v'J.'0;0,-'y_;:,,/ ��·;;;;;.;1� (QJ C B "'«''</;,\\%JJ_, A. SURFACE, 6 INCH COARSE AGGREGATE PAVEMENT, CLASS D, No. 53's B. SUBGRADE TREATMENT TYPE II, 6 INCH OF THE SUBGRADE EXCAVATED AND REPLACED WITH COARSE AGGREGATE No. 53'5 C. GEOTEXTILE FABRIC FOR PAVING D. EXISTING GRADE/EARTH '* MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE TO THE CURRENT IN.D.O.T. STANDARD SPECIFICATIONS. STONE SURFACE - CONSTRUCTION ACCESS DETAIL NO SCALE PER PLAN f'/FT. MIN. SLOPE A. 9 INCH THICK CONCRETE WITH FIBER MESH REINFORCEMENT OVER B. SUBGRADE TREATMENT TYPE II, (6 INCH OF THE SUBGRADE EXCAVATED AND REPLACED WITH COARSE AGGREGATE No. 53'S C. EXISTING GRADE/EARTH '* MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE TO THE CURRENT IN.D.O.T. STANDARD SPECIFICATIONS. CONCRETE SURFACE - ACCESS DRIVE CROSS SECTION NO SCALE 0 SURFACE REPLACEMENT - ACCESS DRIVE CROSS SECTION NO SCALE NO SCALE .•· •.... . SECTION S" N E W DI PIPE ( R EF, SITE PLANS) "A" -"A" PIPE INV ER T 1 I I I WALL SECTION D.I. G R AT E 0 WALL PENETRATION DETAIL r ,. .· . . NO SCALE . . . ' ' . - CONCRETE EQUIPMENT PAiJ --:--- - �" EIGTIOM dUtL E t MIN. 4" PdU� All BliJES • SECTION "A" 0 "A;; 40' ± JAYR. SMI T H 9876·46Hvi DUCTILE IRON SLOTIED G R A TE "A" NOTE: WALL OP�NING 'fO BE SIZ[D LARGt ENOUGH NEW PIPE AND ADEQUAT� WAiaL Sf;ALANT, io,+---. ---:. --:-. ---::t============:::::=:=::;rr::-s·-::::· �· � . .�· ,.,. · � SLOPE �·-t;��±=;�:---l.2j"7:'.,;i:=-::::z,:::z;:z:;==�·= · ::;:::====:z::==;::z:::z, �· c:;:::::::z::z::;:::;;::;::::::J ,· . l . • . � "" .. . '.: . . � .. . . � � +- ---"-,� ... ' . . . . . .... ' � MINt" POU R ALL SIDES 4" B OTIOM OUTL E T - · � ' . .1 "A" 0 TRENCH DRAIN DETAIL NO SCALE �: ' ; CONCRETE EQUIPMENT PAD FLOW CHANN E L E QUAL T O JAY R SMITH 9931-SE R IES EXT R A HEAVY DUTY FOR P R OPOSED 18" DI F.M. TO FIL TR ATION INFLUENT CHANNEL ( R EFE R TO SHT. C2.03) t P R OPOS E D 6" DI F.M. TO NEW MANHOLE No.2 ( R EFE R TO SHT. C2.03) t 6" PLUG VALVE (2 REQ'D ) 18"x18"x6" OIMJ TEE _ _ __, 18" PLUG VALVE - - 1 VALVE B OX T O G R AD E >-- - 6" 01 FO R C E MAIN (TYPICAL) t 18" DI FO R C E MAIN ----1 P R OPOSED 6" DI F.M. F R OM PUMPING STATION No.2 ( R EFE R TO SHT. C2.03) t P R OPOSED 18" DI F.M. F R OM PUMPING STATION No.1 ( R EFE R TO SHT. C2.03) CLARIFIER EFF. FORCE MAIN TRANSFER DETAIL NO SCALE N E W 14" DI PIPE F R OM CLA R IFIE R E FFLUENT TO PUMPING STATION No.2 ( R EF ER TO SHT. C2.03) t B E 90 ° T O PIPE LAY CU T EDG E OF PIP E MUST L EXISTING 14" DI PIPE ------- ---- ---------. 1 F R OM E XISTJNG CLARIFIER NEW 14" MJ 90 ° B END {CONNECT TO EXISTING PIP E ) --lll � -- B _ E : '_E:����� l ����-----0 ¢:J �;;���� T ;:�� BER t \ _ P RE PA RE EXISTING PIPE TO INSTALL NEW DI F!TIING 0 14" JOINT R EST R AINT ADAP T E R R EQUI R ED EACH END OF FITitNG DETAIL - CONNECTION TO EXISTING PIPE NO SCALE NEW APPROVED TOP SOIL BROUGHT TO EXISTING GRADE ELEVATION �al±'-- EXISTING STRUCTURE TO BE REMOVED OR COLLAPSED 48" BELOW EXISTING GRADE EXISTING STRLICTUR� .\'.;\'::::<\ ; co:�::;;� N f: :��:--i,. '.:};{\ :.C,, .,:",': -" ,.."'· +.--,,� �� 0 rl��s�Zt L ��v�ri:�1. A ll fVI_Q . (2) -_ f'Ou� /4) ', /?.:-/ :>. '' ' titMOU5HED STRUCTU�l:S WE:EI' HDI.E:S AROUND , >><-'.:'..'.> .. -. ·:. 4 !BAS!' OF MANHOLE - '<<:<·· '\>; <'·.·:•': · li:XISTINCl PIPE: fO BE: CONCRETE PLUG AND ABANDONED IN PLACE (REF. SYSTEM PLAN DRAWINGS) SEAL ALL EXISTING PIPE OPENINGS IN ALL STRUCTURES PRIOR TO DEMOLITION OF STRUCTURE. • • • • • 8 SANITARY MANHOLE DEMOLITION DETAIL FINISHED G R ADE (SLOPE TO P R EVENT STO R M D R AINAGE F R OM E NT ER ING MANHOL E ) PRECAST CONC. E CCEN TR IC CONE W/ MIN. 2" VE R T. WALLS AT TOP RADIUS NOT LESS THAN�" MANHOLE LID E XTE R IO R JOINT COLLA R __.,, P RE CAS T CONCRETE B ASE (TYP. EA JOINT)___...- APP R OVED ENGINEE R FILL�_· •. ,. CONC R ETE B ENCH - SLOPE 1" /FT TO WALL, BENCH H E IGHT E QUAL TO 0.8 PIPE DIAMETE R (MIN. CONC ST R ENGTH OF 2500 PSI) PRECAS T CONCRETE B ASE TO B E PLACED ON 6" OF COMPACTED #8 S T ONE MANHOLE F R AME AND L ID {SET FLUSH WITH FINISHED NO SCALE G R ADE UNLESS NOTE O T HE R WISE) 5" MIN. GASK E T E D JOIN T (TYP) ASTM C-443 N E W SEWE R LINE �, CAST-IN-PLAC E CONNEC T ION PIECE ' .. · (CONN E CTION SHALL BE WATE RT IGHT) R UB B E R R ING PE R AS T M C-923 0 STANDARD PRECAST 48"0, 60"0, MANHOLE DETAIL NO SCALE REVISIONS BID SET C2024 Midwcslem Eng.ine.:rs. Inc. 802 West Brn.>ctwnv St,.,cl P.O. Bo� 295 ' Loogootee, !ndi;1ri., 47553 DATE MARCH 2024 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 C2.04 1 4 OF 126 I ALE NUMBER 44052 I Do Not Use Plan Previews for Take Off