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S-0235001
$ 30 � 1 Z o u- N t\ N � N a° e ^ ti7 k�R wz Y= CL O MOVE AND RE LACE C~ 3E a u. SSMH _STA Z� w LLJ Z 54}53 W E B' 50.06 1 - "S; c J si W n W LJ �E c �I oy a� S N 2 d' O > o N W �m 1 g ppy$y LLJ J W n -I z PATCH DAMAGED ROA K LC Li Q 4" AC (2" LIFTS) OVE. PIPE a O CC BEDDING SHALL LLJ J G! BACKFILL MATERIAL Sh 3�: ¢a0 a N c) w N D S T S W U Z Z e LLJ LLJ LLJ ° y CAI 0_ GAS LIN -- RESTORE ALL MONUMENTS CB TYPE II _ IMPACTED BY CONSTRUCTION II RIM 125.09 NV 12' W 123.1 1 N W SSMH STA 10 +00 2' LT STAIRS INV 12 "S 122.85 kIM- 1-2Sfw 12h.82' BOT 122.2 I 12Q INV NEW 8 "S 11-24 115.87 - )C -K_EY ROCKERY INV NEW 8 "E 442...9 1/3.77' EX SSMH - PUMP STA, STA 10+0b, 5' - --- - -_. Oh I,. RIM 124.80 _..._.. ...___. _. bPP � INV a "w 11s.6o INV 4 "E 121.34 BOT 113.61 12 "GONG SD h N W 7 T H --- 10. INV NEW 8'N 113.5 - 113.8 ®' S T ( V A C A T E D WITH � 09 00 0^ � o O C.S.T�.C. i S kk `� 'EIS 9- 03.12(3. 0 .CONSIST OF C. B.C. .�� X00 �0Q� O Nil 120 APPROX. 3 I i 8" PVC OR PE S 23% 106 116 \1 , o P - . - --- 225' LF HDPE -� - - 11 ,\ � \ \ CNTRACTOR SMAL 5 -) ! RT�-/ EXISTING �o CONTRACTOR SHRALLL It BIMIT u 2 O PIT LOCATION IZE /ANG,DESIGN rn / - �.,/`- '- _— � -/ - °� - _.____._ __. \ � -. --_ _ ,,. _ \ ,N\ \ S Q CONTRACTOR'S ENGINEER R �.... - /L X61'_ - - -_. - O . �-;__ C� _ `� -- A1, _ y. SHALL BE AS DESIGNED THE a l I + — - - / 11� +00 ¢' `. 001 - - '--i - \ OR i- AS _ 1 MET METHODOLOGY F S PPORT / , O- �._- _.- >sPART OF SUBMITT L F�ORsPI� 'y WV �'` -� -�-�, 0 i NTER PROFLE �- FHA_"_` °J 'CONT ACTOR SHALL PROTECT IN PLACE A UINLLK a° O k�R wz Y= O MOVE AND RE LACE C~ 3E a u. SSMH _STA Z� w �o? MATCH EX RIM 54}53 W E B' 50.06 1 - "S; c J y W n W �E c �I oy a� S N 2 d' O > o N �m 1 }ey}yff ppy$y I !I z 0 0 fx ! °z 1 _ THE XISTING LIFT Sj/ATION EOUIPMENT ;UNTI CITY ACCEPTANCE OF/NEW MAIN x CONTRACTOR SHALL PROVID z i w� ONE -LANE VEHICULAR ACCE S TO TAYLOR v FINISHED -FLOOR Po ! EL 122.99 _bra CB TYPE II I a' C 0 N C _�6 -0,5 RIM 123 56 INV 12 "N 12215 INV 12 "S 121 90 ; > BOT 120.7 a - - - - -- - PLAN 15' 15' r 2- STORY HOUSE WITH BASEMENT r ' SCALE: 1" _ O PROTECT IN': -ACE ,— r j EXISTING 12" STORM CROSSING -- - - -�25 O CoaST2LST.oO 1C 7 5( 1C , I I I 01 10' 30' 17J 'i ' 11 1 11 1 , l � v 11 't v z m I A 1 +91 16' LT 1 k -1 DN Z �k r 4�k k� RESTORE DISTURBED URBk GI o� I AND SI EWALK 1 P TCH DAMAGED,ROADWAY (AIN 3" LIFTS) OVER 6" PIPE 1 BA K FLLD MATERIT SHBE'�I OF,C.S.B.C. (EXCEPT AS ( I o ' ^' INSTALL 3D LF OF PE MANENT D�ILIE <`� % I. SOLDI�R PILE WALL. ALL SH LI; E STEELIPILE"AND TIBE LAGGING.; r h (TO B DESIGNED BY C(ONTRAC OR)i + j 0,`1''ry� VNI.1 00 O �' 1 " 1\� C �. STA 11 +98 13' RT - -_ '- I PPi i1 A.C. 03.12(3) T SE SHOWN; UINLLK k�R MOVE AND RE LACE SSMH _STA Z� w �o? MATCH EX RIM 54}53 (/Y Ir EX INV B' 50.06 1 - "S; J y W n W 2 Z 2 N 2 d' O > 0 N �m 1 }ey}yff ppy$y I K a a a w ° y m m z 0 0 fx ! °z 1 _ THE XISTING LIFT Sj/ATION EOUIPMENT ;UNTI CITY ACCEPTANCE OF/NEW MAIN x CONTRACTOR SHALL PROVID z i w� ONE -LANE VEHICULAR ACCE S TO TAYLOR v FINISHED -FLOOR Po ! EL 122.99 _bra CB TYPE II I a' C 0 N C _�6 -0,5 RIM 123 56 INV 12 "N 12215 INV 12 "S 121 90 ; > BOT 120.7 a - - - - -- - PLAN 15' 15' r 2- STORY HOUSE WITH BASEMENT r ' SCALE: 1" _ O PROTECT IN': -ACE ,— r j EXISTING 12" STORM CROSSING -- - - -�25 O CoaST2LST.oO 1C 7 5( 1C , I I I 01 10' 30' 17J 'i ' 11 1 11 1 , l � v 11 't v z m I A 1 +91 16' LT 1 k -1 DN Z �k r 4�k k� RESTORE DISTURBED URBk GI o� I AND SI EWALK 1 P TCH DAMAGED,ROADWAY (AIN 3" LIFTS) OVER 6" PIPE 1 BA K FLLD MATERIT SHBE'�I OF,C.S.B.C. (EXCEPT AS ( I o ' ^' INSTALL 3D LF OF PE MANENT D�ILIE <`� % I. SOLDI�R PILE WALL. ALL SH LI; E STEELIPILE"AND TIBE LAGGING.; r h (TO B DESIGNED BY C(ONTRAC OR)i + j 0,`1''ry� VNI.1 00 O �' 1 " 1\� C �. STA 11 +98 13' RT - -_ '- I PPi i1 A.C. 03.12(3) T SE SHOWN; I = Iv EXIST INV. 8" S 49.73 NEW INV 8" W 51.00 III mo©©©mm© UINLLK k�R MOVE AND RE LACE SSMH _STA 16 5' �RT �o? MATCH EX RIM 54}53 `N Ir EX INV B' 50.06 1 - "S; EX INV 8 49.731 n ' NEW INV 8 "W x51.90 50. 3' j �m 1 I I = Iv EXIST INV. 8" S 49.73 NEW INV 8" W 51.00 III mo©©©mm©