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HomeMy WebLinkAboutS-229603NE 6T�TO _ I 3' PIA HDPE 5ANITARYe - -- \ 5T1506 MH4 2 SEWER FORCE MAIN 2 1009PINAIE -1 EXI 4 I 4 TRAF IL 51 NAL60NDDDDDD 175 6.0. L.O. TO LOOPS P. 2 2 e SE 128th St SEE NOTE 91 T L.VAULT o I I I 45END5 W I�1' RE E {�{EP FORLEIMAIN G.o. 2 4i '..III NUTEx)� 3 ASPHALTSHOULD R 2 o�""--"^ j } LLL I EXIST CAT EE -+AI- - -. CITY OF R 5A LIMITS KING 6OUNT o, M ! C)l� l41 t � ri w ID I w . 0x00 / Li I I I IIi NMENT DETAIL 3 9 SEE NOTE >r5 TEL_ VC PLAN I N ... a+ 100 0 100 200 SCALE: 1' = 100' } 1 8 °' N �....j M e REMOVE 4 REPLA1E 7'- 2 ASPHAL I SHOULDER (TV) (-4-') G0 �� cc- Lu -- 144th Avlar�S 'b. #c - -_._ _ - -- -f 551 LULV E /� XIST. 2 IL ` VERIFY L06A ION) i i PLAN I tl ! 1 T_ N T 100 0 100 200 r SCALE: 1" = 100' 7� �G lJ ¢ ILTORNI.A XNT R I 5TA. 96x31 4 2 -4 BENDS 2 ge $I I M7- 1 MATCH LINE - SEE BELOW LEGEND 3' DIA. HOPE SANITARY SEWER FORCE MAIN S SANITARY SEWER ,N MANHOLE 2 r O SANITARY SEWER MANHOLE (EXISTING) 06.0. SANITARY SEWER CLEANOUT A5PHALT NOTE: REPAIR PER e = N SHOULDER ww u° FovuNE k 5TORM LN DRAIN LATCH BA51I (2 COL.) 1EL. VAULT '--GA5 ' (2 LOC.) TEL. DUCT BANK o FORCE MAIN-MIN. 3' `T,I,ii yy ;8 LE FROM DUCT BANK H (a )SE 128th ST. ALIGNMENT PLAN 3 NTS w a o�pa�f R ON - SITE AT ALL TIMES FOR RECORDING AS -BUILT INFORMATION. - 5AW6UT 6" FROM FOGLINE I I III I 1I'� ✓NN-' f-1 I I I EDGE OF PAVEMENT REMOVE F REPLACE PER of THE WORK. O BA6KFILL w /6DF WHEN �FOR6E MAIN LRO551NG OVER EX15T --. MIN, 2' PROM SAWLUT UTILITIE5 W LE55 EX. � E-I THAN 36 'OPLOVER TO GRADE 2. THE CONTRACTOR /OWNER ENG N NOTIFY J. CONFLICNEI.L AND THE CITY /COUNTY ENGINEER WHEN CONFLICT'S OCCUR 81i'f'WEEN Q E--7 1F--�� MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL NOTES I. INSTALL BY DIRECTIONAL BORING j 2. XG GAB 6RO5510 e 3 3. X W WATER CRO551N6 3 w 4, a NEW 6LEANOUT5 4 2� r 5. (dJ AIR VACUUM RELEASE 3 VERIFY HI'Hl POINT PRIOR TO PLACEMENT '3 - -_._ _ - -- -f 551 LULV E /� XIST. 2 IL ` VERIFY L06A ION) i i PLAN I tl ! 1 T_ N T 100 0 100 200 r SCALE: 1" = 100' 7� �G lJ ¢ ILTORNI.A XNT R I 5TA. 96x31 4 2 -4 BENDS 2 ge $I I M7- 1 MATCH LINE - SEE BELOW LEGEND 3' DIA. HOPE SANITARY SEWER FORCE MAIN S SANITARY SEWER ,N MANHOLE 2 r O SANITARY SEWER MANHOLE (EXISTING) 06.0. SANITARY SEWER CLEANOUT A5PHALT NOTE: REPAIR PER e = N SHOULDER ww u° FovuNE k 5TORM LN DRAIN LATCH BA51I (2 COL.) 1EL. VAULT '--GA5 ' (2 LOC.) TEL. DUCT BANK o FORCE MAIN-MIN. 3' `T,I,ii yy ;8 LE FROM DUCT BANK H (a )SE 128th ST. ALIGNMENT PLAN 3 NTS w a o�pa�f 30 R ON - SITE AT ALL TIMES FOR RECORDING AS -BUILT INFORMATION. - 5AW6UT 6" FROM FOGLINE FOGLINE-� ONE SET SHALL BE RETURNED TO J.C. MODONNBLL Ei ASSOC.AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO THE FINAL ACCEPTANCE ✓NN-' f-1 EDGE OF PAVEMENT REMOVE F REPLACE PER of THE WORK. O BA6KFILL w /6DF WHEN �FOR6E MAIN LRO551NG OVER EX15T --. MIN, 2' PROM SAWLUT UTILITIE5 W LE55 EX. � E-I THAN 36 'OPLOVER TO GRADE 2. THE CONTRACTOR /OWNER ENG N NOTIFY J. CONFLICNEI.L AND THE CITY /COUNTY ENGINEER WHEN CONFLICT'S OCCUR 81i'f'WEEN Q E--7 1F--�� REPAIR PER 1 Q © 0) qaN T5 4:5 3 j CA .� w STA.1300t r ° 4 G.O. Q m F-=1 1-'-i U z F E�-+ - LLE NOD (M .40 ' 61 W N 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES PRIOR TO BEGINNING Q r 1 a -1a Q a U o _ 661-7 PE4 CONSTRUCTION. LOCATIONS OF EXISTING UTILITIES ARE SHOWN AVAILABLE RECORDS AND ARE SUBJECT TO w Y+-1 a J g,�„ W v� O V= Q O $ BASED UPON THE BEST VARIATIONS. FOR AID IN UTILITY LOCATIONS, CALL 1 -800 - 424 - W v1' 'I=i ... I, Z In 3. FI G - - - 7E 5555. ULI Z 1, 1 q 'b -F-� w Q �� w o L.D. (Ilt /4' GALV. �- All "DIA.HDPE = O - LOORDI ATE-/ XIST. STORM DRAIN 6 05SING 1 3 SANITARY 2 'EWE FORGE MAIN 2 SEE ALIGNMEN U Q N0. WALL OF LB U -- -. - -- — s DETAIL RECOMMENDED FOR APPROVAL KEY MAP N 2 "vgLMA716 e018w 30 R ON - SITE AT ALL TIMES FOR RECORDING AS -BUILT INFORMATION. - 5AW6UT 6" FROM FOGLINE FOGLINE-� ONE SET SHALL BE RETURNED TO J.C. MODONNBLL Ei ASSOC.AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO THE FINAL ACCEPTANCE ✓NN-' f-1 EDGE OF PAVEMENT REMOVE F REPLACE PER of THE WORK. O BA6KFILL w /6DF WHEN �FOR6E MAIN LRO551NG OVER EX15T --. MIN, 2' PROM SAWLUT UTILITIE5 W LE55 EX. � E-I THAN 36 'OPLOVER TO GRADE 2 144TH AVE. SE ALIGNMENT DETAIL $ NTS I � ° zn a W O N m x �N ENGINEER'S NOTES AS -BUILT PLANS: THE CON RACTOR SHALL KEEP 2 SETS OF PLANS FWF�-I i/]1 F�-I d ON - SITE AT ALL TIMES FOR RECORDING AS -BUILT INFORMATION. LOCKING COVER'M, ETAL ONE SET SHALL BE RETURNED TO J.C. MODONNBLL Ei ASSOC.AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO THE FINAL ACCEPTANCE ✓NN-' f-1 HSZOLD49 RATING of THE WORK. O W 0,'- W RA15E TO KEEP 5URFA(F WATER OFF OR APJL15T 6 ASSOCIATES � E-I TO GRADE 2. THE CONTRACTOR /OWNER ENG N NOTIFY J. CONFLICNEI.L AND THE CITY /COUNTY ENGINEER WHEN CONFLICT'S OCCUR 81i'f'WEEN Q E--7 1F--�� REPAIR PER 1 THE PLANS AND OBSERVED FIELD CONDITIONS. CONFLICTS SHALL BE THE PROJECT ENGINEERS PRIOR TO �yy f-1 z W U) RESOLVED PRIOR WITH PROCEEDING WITH CONSTRUCTION. w W N F-=1 1-'-i U z 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES PRIOR TO BEGINNING a r 1 a _ 661-7 PE4 CONSTRUCTION. LOCATIONS OF EXISTING UTILITIES ARE SHOWN AVAILABLE RECORDS AND ARE SUBJECT TO �I Y+-1 a J LONLR TE LATCH BASIN BASED UPON THE BEST VARIATIONS. FOR AID IN UTILITY LOCATIONS, CALL 1 -800 - 424 - [�] 5555. ^ SUPPORT STRAP /4' GALV. FASTED To PROJECT N0. WALL OF LB RECOMMENDED FOR APPROVAL 2 "vgLMA716 e018w PLAN REVIEW DATE 96 -492 3 "•2" DBL. STRAP 3 "HOPE PIPE O 5ADDLE, ROMAX cFO n,��: a�zs-o #2025 CALL 48 HOURS WASTEWATER UTI LITY DAIS SHEET NO. BEFORE YOU DIG TRANSPORTATION DATE 1- 800 - 424 -5555 3 3 COMBINATION AIR /VACUUM RELEASE SANITARY SEWER 3 NTS C s �� �® FORCE MAIN INSTALLATION OF J 3