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HomeMy WebLinkAboutD-382408III N 00 co N 1 T W D Im t JN ou F- D o zQ� N 0 L C, F3 lYl'f_ I ITIM TOF.B. E_ ,0 , 23(�"PVC w) w L � N vaQ� --------------------- '/l//li/ EDGE OF PAVEMENT (TYP) i 11 6 aM 20.6�AIR NEW 12" SD - (8"PV( 51 E LO W) - - - ------ _ _____________=__ ---------------------------------- --------- ---- 4+00 , S 7TH STREET 4+50 r 6± - 5+50 �S - No 59'20" W - 16 ft - :, - A 4 hIM0 " W Ytr r r e t; tr) --- W - W 0 - - -6 -- -- - ----- ------ ----- - - ------ ------ - - - - --- ---- - } ROW 700 RE:INION AVE: S PARCEL: j329470-0080 CB 1 YPE RIM 306.47 PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1 "=20' 3 0.70' II Mo1N'0Ir_N7 ----------- ------ : 1 75 : r -Fco CSI t II -334AG C)N 1 S OC i 4 (12CONC W R ) EI NCHMARK C" 101 CENTER ti -T UE IIhE HYDh4Nl AT 1111- SOI- IlliAST CORTH R OF i 7111 IS 1 AND GRANC AVE f LEV41 ON -,341.68' I 'Al 564050-0130 =°�'/ s ■ NEW WATER LINE.; SEE DWGS W-12 AND -13 I EX SPEED BUMP 3 " ■ 6 - ----- ------------- SDCB3 4 U -- - W ------ W ---- w -- ---- 4 ■ SDO w N (D w I z C F - NEW SEWER LINE SEE DWG S-7 Q ■ 21 GENERAL NOTES 1. SEE GENERAL STORATER NOTES ON DWG G2. 2. SEE DETAIL 2 DWG S15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. SOME SIDE SEWER SERVICES ON THIS DWG MAY BE ABANDONED. CONTRACTOR TO COORDINATE WITH CITY SEWER UTILITY TO CONFIRM LOCATIONS. SIDE SEWERS CONFIRMED TO BE ABANDONED DO NOT NEED TO BE POTHOLED. 5. SEE DWG S17 AND SW18 FOR STORM STRUCTURE DATA. 6. SEE DWG G7 FOR UTILITY POTHOLE DATA. 7. NOTE THAT THIS BLOCK WAS NOT INCLUDED IN ORIGINAL BASE MAP SURVEY. SOME UTILITIES WERE LOCATED BASED ON OBSERVATIONS UPON COMPLETION OF PAINTING OF UTILITIES PRIOR TO ANY WORK ON THIS BLOCK CONTRACTOR SHALL PERFORM A SITE VISIT WITH CITY INSPECTOR TO IDENTIFY IF ANY NEW UTILITIES ARE FOUND. CONSTRUCTION NOTES (DDEPTH OF EXISTING UTILITY UNKNOWN. CONTRACTOR TO POTHOLE PRIOR TO START OF WORK AND PROTECT AND PROVIDE SUPPORT DURING CONSTRUCTION AS NECESSARY. 2 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. O PROTECT/RECONSTRUCT EXISTING SPEED BUMP. ® EXISTING 8" HIGH PRESSURE GAS. CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. USE EXTREME CAUTION DUE TO SAFETY HAZARD. 5 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. INSTALL ETHAFOAM PAD BETWEEN SEWER AND NEW STORM. 6 RESTORE RAISED EDGE AT CORNER PER DETAIL 3 ON DWG S15. ASPHALT WEDGE CURB IS INCIDENTAL TO HMA BID ITEM. """ "4.""":""""."" E ......""" cij ;;;;;;,, ,,,,,,,,, ,,,,,,,,, ,,,,,, 1,,,,,,,,,,,,,, "" ...........:................:................:................:................:................:................:................:................:.......... 10 :.,.,.■,,.,.,.:,.,.,.,.,.,.,.,.:,.,.,.,.,.,.,.,.:,.,.,.■,,.,.,.:,.,.,.,.,.,.,.,.:,.,.,.,.,.,.,.,.:""""""""":""""""""":"" ':: :"" ::::::: :::■1111 SIDE SEWER. SEE STORM WATER NOTE 4 O °,,00�N" "�;0 7 POTHOLE .,,.,,.,.,.q...............q,,.,.,.,.,.,.,.q,,.,.,.,.,.,.,.q,,.,.,.,.,.,.,.q,,.,.,.,.,.,.,.q,,.,.,.,.,.,.,.q,,.,.,.,.,.,.,.p,,.,.,.,.,.,.,.p,,.,.,.,.,.:,.,.■,.,.,.,.q,,.,.,.,.,.,.,.q,,.,.,.,.,.,.,.q,,.,.■,.,.,.,.q,,.,.,.,.,.,.,.q,,.,., �" :."":::""""..� "�"...,�".":::""::."� ."""""""""""...." ".�"." """" """.�.,�""""""""""."""" ."" DWG G2. iC)a .�.�"""! :�" �.Q:"""""""""" """�, .� ". M.""".""""... """""""":. " TYPE 1 C �. J 7 8 REPLACE EXISTING C WITH NEW 330::.:....::::.........:::.........:::.........:::.........:::.........:::.........:::.........:::.........:::.. .. .,.:■:..;: ::330:,.,.:;:,,,350:: :,,:■:..;: :,,,........:,,,..,.,.; :""":R1M.El : :66 " ._.µo." ="cv ,. """:::""::N:.I: :""""""":..."■:"": 350 ., ,,, q", p,.. ■,. :. : " IE': ".'66':"12 :'S:..":...."....�. 1111.. ". :." :1111 1111. • , . `�':":': , , ,■,.. .,. 1111, " " .". 1111 1111.., 1111.., 1111.., 1111.., 1111.., 1111.., 1111.., 1111.., " ,. 1111,,, 1111,.. ,. 1111.., 1111.., ".. "� ." ..sa 1111 ". ". .....X 11:11 sa �* .• "2 " : 9 PLUG PIPE AND ABANDON. "�.... 1111 1111 ::::......:::.......:::.......:::.......:::.......:::.......:::.......::� a%::,.: ;.. 1111,.. 1111.., ,. .. 1111.,, 1111.,, 1111... ." .L,�.�.L�L" ..u�":".:::""::"" .." 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E_ ,0 , 23(�"PVC w) w L � N vaQ� --------------------- '/l//li/ EDGE OF PAVEMENT (TYP) i 11 6 aM 20.6�AIR NEW 12" SD - (8"PV( 51 E LO W) - - - ------ _ _____________=__ ---------------------------------- --------- ---- 4+00 , S 7TH STREET 4+50 r 6± - 5+50 �S - No 59'20" W - 16 ft - :, - A 4 hIM0 " W Ytr r r e t; tr) --- W - W 0 - - -6 -- -- - ----- ------ ----- - - ------ ------ - - - - --- ---- - } ROW 700 RE:INION AVE: S PARCEL: j329470-0080 CB 1 YPE RIM 306.47 PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1 "=20' 3 0.70' II Mo1N'0Ir_N7 ----------- ------ : 1 75 : r -Fco CSI t II -334AG C)N 1 S OC i 4 (12CONC W R ) EI NCHMARK C" 101 CENTER ti -T UE IIhE HYDh4Nl AT 1111- SOI- IlliAST CORTH R OF i 7111 IS 1 AND GRANC AVE f LEV41 ON -,341.68' I 'Al 564050-0130 =°�'/ s ■ NEW WATER LINE.; SEE DWGS W-12 AND -13 I EX SPEED BUMP 3 " ■ 6 - ----- ------------- SDCB3 4 U -- - W ------ W ---- w -- ---- 4 ■ SDO w N (D w I z C F - NEW SEWER LINE SEE DWG S-7 Q ■ 21 GENERAL NOTES 1. SEE GENERAL STORATER NOTES ON DWG G2. 2. SEE DETAIL 2 DWG S15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. SOME SIDE SEWER SERVICES ON THIS DWG MAY BE ABANDONED. CONTRACTOR TO COORDINATE WITH CITY SEWER UTILITY TO CONFIRM LOCATIONS. SIDE SEWERS CONFIRMED TO BE ABANDONED DO NOT NEED TO BE POTHOLED. 5. SEE DWG S17 AND SW18 FOR STORM STRUCTURE DATA. 6. SEE DWG G7 FOR UTILITY POTHOLE DATA. 7. NOTE THAT THIS BLOCK WAS NOT INCLUDED IN ORIGINAL BASE MAP SURVEY. SOME UTILITIES WERE LOCATED BASED ON OBSERVATIONS UPON COMPLETION OF PAINTING OF UTILITIES PRIOR TO ANY WORK ON THIS BLOCK CONTRACTOR SHALL PERFORM A SITE VISIT WITH CITY INSPECTOR TO IDENTIFY IF ANY NEW UTILITIES ARE FOUND. CONSTRUCTION NOTES (DDEPTH OF EXISTING UTILITY UNKNOWN. CONTRACTOR TO POTHOLE PRIOR TO START OF WORK AND PROTECT AND PROVIDE SUPPORT DURING CONSTRUCTION AS NECESSARY. 2 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. O PROTECT/RECONSTRUCT EXISTING SPEED BUMP. ® EXISTING 8" HIGH PRESSURE GAS. CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. USE EXTREME CAUTION DUE TO SAFETY HAZARD. 5 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. INSTALL ETHAFOAM PAD BETWEEN SEWER AND NEW STORM. 6 RESTORE RAISED EDGE AT CORNER PER DETAIL 3 ON DWG S15. ASPHALT WEDGE CURB IS INCIDENTAL TO HMA BID ITEM. """ "4.""":""""."" 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J 7 8 REPLACE EXISTING C WITH NEW 330::.:....::::.........:::.........:::.........:::.........:::.........:::.........:::.........:::.........:::.. .. .,.:■:..;: ::330:,.,.:;:,,,350:: :,,:■:..;: :,,,........:,,,..,.,.; :""":R1M.El : :66 " ._.µo." ="cv ,. """:::""::N:.I: :""""""":..."■:"": 350 ., ,,, q", p,.. ■,. :. : " IE': ".'66':"12 :'S:..":...."....�. 1111.. ". :." :1111 1111. • , . `�':":': , , ,■,.. .,. 1111, " " .". 1111 1111.., 1111.., 1111.., 1111.., 1111.., 1111.., 1111.., 1111.., " ,. 1111,,, 1111,.. ,. 1111.., 1111.., ".. "� ." ..sa 1111 ". ". .....X 11:11 sa �* .• "2 " : 9 PLUG PIPE AND ABANDON. "�.... 1111 1111 ::::......:::.......:::.......:::.......:::.......:::.......:::.......::� a%::,.: ;.. 1111,.. 1111.., ,. .. 1111.,, 1111.,, 1111... ." .L,�.�.L�L" ..u�":".:::""::"" .." 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