Loading...
HomeMy WebLinkAboutD-357052GENERAL NOTES 0 n 1O #600 SW 7TH ST - M ASPHALT PARKING SDMH RIM=22.68 I BTM 12"DI(N,S)=17.2 SDMH RIM=22.84 N CB RIM=22.00 IE 6"CON C(N)=17.2 IE 12"CONC(N)=16.4 ■ IE 6"CONC(SW,E)=19.7 IE 18•'CONC(S)=13.6t CO IE 60'•CON C(E, W)=13.1 IASPHALT IE 60"CON C(E, W)=13.1 CO,)`ONC • �N6 ---- - ---- ------ ' _ 48"C( C:NC DWY uP up WALK PH113 \ - PH111 urn- >, CONC WALK - U w 2 w 6 -- m: U) 1+ PH9 w 1 --- 1 vw) ' 8 • YJ_-- - ASPHALT CONC D ' � u SW 7TH ST 22+50 23+00 NEW 60" SD 308 NEW 12" SD, SEE PROFILE 6 ON DWG C6 #600 SW 7TH ST TL# 182305-9254 NEPTUNE INVESTMENT LLC - 600 SW 7TH ST \ \ 6"CON 12"CON II \ --------24 ---------------.--24(NO PAINT) _ 1__1 ASPHALT CONC WALK -/ PH114 CONC WALK T FO uvo uro uPo - UFO uro uro I - c c pH1 12 W T LONG UWY 10 C68 _____----- ( so" sD 11 5 SEE PROFILE 7 ON DWG CIS7 23+50 MH11 24+00 24+50 8 RR CROSSING �� PH17 25+QQ STA, 25+63 25+50 MH12 1. ALL STORM DRAINAGE PIPES SHALL HAVE WATERTIGHT JOINTS. i 2. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE AT THE CENTER OF THE DRAINAGE STRUCTURE. I ■ ■ 3. SEE DWG C15 FOR TYPICAL TRENCH SECTIONS. i 4. DRAINAGE STRUCTURE AND PIPE REMOVALS ARE PAID FOR BY "REMOVAL OF STRUCTURES AND OBSTRUCTIONS". _ ■ 5. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND U.) FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION - U 2-02.3(4) OF THE SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7-05.3(2) I 1­_ OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR STRUCTURES. •w ' N 6. CONTRACTOR IS ADVISED THAT NEW STORM IS IN CLOSE PROXIMITY TO THE I w EXISTING WATER AND AS SUCH SPECIAL SHORING AND PROTECTION MEASURES L ARE REQUIRED. SEE SECTION 7-08.3(1)B OF THE SPECIFICATIONS. w CONSTRUCTION NOTES z ■ 0EXISTING UTILITY HAS BEEN RELOCATED VERTICALLY TO REMOVE HCONFLICT. NEW DEPTH SHOWN IS APPROXIMATE. CONTRACTOR TO ■ Q PROTECT AND PROVIDE TEMPORARY SUPPORT. P 07 14'bEC V14"DEC 1'4' EC V1 g"OEC -UP v 8" C ur 6 D C UP JP V' "P . uv ro 8 uro uro 8 c oP- O REMOVE EX 6" SD AS NEEDED. PLUG REMAINING EX 6° SD. (TWO E s'coNc(Nw)K s 3 U� tiss --UFO-,- CONC urBPo a Gro 6ro - LOCATIONS ° o Q AS -BUILT AB STORM DRAIN PIPE SLOPE & ELEVATIONS. ) ■ CB RIM=2227 1 ( ) II 6"CONC(NE)=19.5 W CB RIM-22.22 �,'o QFOUR DARK GRAY POWER CONDUITS FOUND ABANDONED IN APPROXIMATE O STORMWATER VAULT WITH ENCASED SANITARY SEWER. CONNECT TO 30' ¢ 30' E 8"DI(E) 16.2 �F soBaA'�� e IN] p p p p e 2 LOCATION SHOWN. APPROX 1EXISTING 13"LF OFSID R108" SDUAND PLUG PTH. SEE IPE TO NORTH. IL 2 ON DWG C11. REMOVE `� OL CHAN 8"CONC(9,W)=15.4 O?��:'Sd E 8AA� I11NdI8T TJN �NNJU8-fF1IA� ■ C i NEW 12" SD 6;00 e #601 SW 7TH ST 33 THRUST BLOCK REMOVED FOR NEW SD TRENCH. NEW THRUST BLOCK POURED ' LLJ11 SEE PROFILE 5 ON DWG C6 PAFI � J\ ]T1 FOR TEE WITH EDGE TIED TO MH9 VAULT FOR SUPPORT. LOCATION OF TEE IS ®BNSF TO REMOVE AND REINSTALL RAILROAD TRACKS AND CONCRETE I Z VOL. 83, P. to CLOSER TO VAULT THAN SHOWN. PANELS FROM NORTH SIDE OF STREET TO SOUTH SIDE OF STREET. L1J CONTRACTOR TO COORDINATE AND SUPPORT. SEE DWGS C9 AND C10. ■ I 4Q PER CONTRACTOR, GRANULAR LAYER WAS LOCATED UNDER MH10 WITH APPROX. 1' GROUNDWATER. CONTRACTOR OVEREXCAVATED AND PLACED QUARRY SPALLS. O PROTECT EXISTING WATER SERVICE DURING CONSTRUCTION. NOTE THAT PLAN THIS IS A SINGLE FEED LINE AND SERVICE MUST BE MAINTAINED FROM STA 21+30 TO 25+70 55 CONCRETE ENCASED CENTURYLINK LINE. CONCRETE CASING BROKE AND DURING CONSTRUCTION. SCALE: 1"=20' COLLAPSED WHILE BEING SUPPORTED BY CONTRACTOR (9-29-16). IT CONTAINED 3"PLASTIC PIPE WHICH WAS LEFT IN PLACE WITHOUT CONCRETE ENCASEMENT. ©PRIVATE UTILITY CROSSING. CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. 2 Q ONLY ONE 4"WATER FOUND OFF TEE. OTHER 4"WATER NOT FOUND AND DOES NOT EXIST. O SEE PROFILE B ON DWG C8 FOR APPROXIMATE RELOCATION C11:.:: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ......... ......... .......... : DIMENSIONS. CONTRACTOR SHALL PROTECT 2" NIPPLES ON BOTH SIDES 7 7 PAINTED LOCATE MARKS SHOWED CONDUIT 4' TO 6' EAST OF RAILROAD CONC OF TRENCH. ............................. .......... :.........:.........:.. .....:.......... :......... :......... :......... :......... :......... :......... :......... :......... :............ ..........:.........:.........:. . v1 • • • • •' PANEL HOWEVER POTHOLING WAS COMPLETED AND NO UTILITY CROSSING FOUND. :.........:.........:. .. ..............:.........:.........:.........:.........:.........,.........,.........,.........,.........:.. I . ....:.........:.........:... .. :.........:.........:.. w .:.�....... .1: ............:.........:.........:.........:.........:.........: ........ :.........:.........:......... ....'..... ......... ......... ......... ......... REMOVE EXISTING CB. INSTALL NEW TYPE 1 CB AND LATERAL SD. 35 35 8 ............................:.. .............:..... ..............................:...................:...................:...................:...................:.................. ...... .............. `.....:...... .6 ...2 0 ° .......:. ......:.........:.........:.........:.........:.........:.........6........rL........':'':.......':''........'.:.........:...... ... ':.':'':......... .1.1.... WHERE REQUIRED, REMOVE EXISTING SD NEEDED TO INSTALL NEW SD :. :. :. B....:.........:.........:.........:.........:.........:.... ....: :::....-.........:.........:.......:::.........:. :.........:.........:... ...:................... W U _ a.........:.........:.........:..........Q AND PLUG END AT SD TO BE ABANDONED. SAW CUT AND REMOVE AND I...........�.. o ..... ..� �... �...... CB ......... ......... ......... ......... . ........ ......... ......... .........:.........,......... ......... ... ,... ......... ... z.... REPLACE EXISTING CURB AND GUTTER ONLY AS NEEDED TO INSTALL CB . . .■. S/.1 .....:. .lY N.0 : .... :.........:.........:.........:.....................-... .� ^....:....-....................................... .......................... ........ J... ■::::::::::::�::::5 ::::=' cza:::?'..... 2:.:::::::::::::::::::::::::::::::::::::. ......... :::::::::::°n°:: a1: w ::: :::�::::::::::......... ........::::::::::::: 5 ::::::::::::::::::::::::::::: �:::: 2 LOCATIONS). �. . a ..... �. s........:.. N.....:......... ......... ......... ......... ......... .�.. _.. ¢ ... Z......... ......... ......... ......... .� ....5 :.........:.........:..-. �... . ........:...... .... ........ .. ....... ...... .... ..................................................... ..... .-................................................ ... N ^.........:......... 30 ¢...:..�............. u�,:..�..........w......¢.......:............................................................................................... ....o w ... ......... ............o.=...........................?.... 30 o.... 3'w �.... v'. 1 o rr �.... ..:o.a ...... ... .... .;6.... rn a c� . ........:.........:... .. ... o.. .....................:.........:.........:.........:........ .. ... ..._............................. ...... .......:......... .. .................... ■ � ..:.........:.................. "ry w N n n ..... ................... ......... a .... 6 N REPLACE SURVEY MONUMENT 754 IN PLACE. IF NOT POSSIBLE TO .. 9 N W N .¢ . rq o � . w w t u7 n � � I r n � � .... ... �. � � J � o CONSTRUCT IN ORIGINAL LOCATION, PLACE WITNESS MONUMENT 5 FEET . .....K .:. W W.... :a�0 N:{vi L9.N ....� .............................................. .R .. N } + NORTH OF EXISTING MONUMENT ON SENECA AVE CENTERLINE. N...�. .Q. .ems: NW �. .�.. M.. .... z .... in .� t`J........ ..O ....... ....... ....... ....... ...... T.M.J ..Z .= M. .N........ ....... ....... ....... .. ...... ..... .. ....... •.. J'ep �.....a �... .� .g .N.W �.CJ ..�N.W .(V. .:... �... .Q. .S .^.. .�..lf') H U .. ... 2.N W. ...� .w N.... ....... ....... ....... ....... ....... W .t� .¢...� ....... ....... ....... ....... :.w ....... ..... ..mQ �._ W.........� ......0 25 ..... ...... :..:::... .. �. ....... .......x ;......... ......... ......... ........: :.......:m:�:� ..... . m �.�.:.......:::.......:::.......:::.......::... :': ....... ... vao _ .........�...x.. 25 INSTALL NEW TYPE 1 CB AND LATERAL. POTHOLE TO CONFIRM NO F...........:........................................� ..........4?..........x. ...x..................................................................................................... .. .. ,,...x....-Q. n �.. u......................................................................... ... .............. .......................H 10 w ..... ...... ......... m . �.W w.W..... w w .............:.........:.........:.........:........ a.N.� .. w ........ .........:.........:.................':'':..'::'::::'':.......':'':.....':: ::.: ..:34 8':...':':':::....w O CONFLICTS PRIOR TO ORDERING CB. SAW CUT AND REMOVE AND w L ........................ ¢.n �._ _._....................................................................... ..................................................._ ._ ._..-.- :... _ _ w •..... ......... ............. .....:...... ..:. ......:.........:......-:-._.._....._.T._._ ..-.-..-.-.-.....=.-:-......:.........:.........: _ ......-.....- ......:.....- .-... . - .......-.........-.............................................. .:........:...........................:.........:.........:.........:.........: = G CURB AND GUTTER ONLY AS NEEDED TO INSTALL CB N ..............:.........:.........:... .....:........:.........:.........:.........:.........:.........:....... .: ........:........:...........................:.........:.........:.........: ....... N .........:.........:.........:. .... ..:........:.........:.........:.........:.........:.........:....... .: ........:........:.........:.........:.........:.........:.........:.........: ....... LOCATIONS). w..............:.........:.........:..... ...:....... :::w �..... ......... ......... .........:..... ...:..... . 2.........:.........:.........:.........:.........:....... (2 NS). 5 ... ....... w .... ...... ....... ....... ....... ....... ....... ....... ....... ....... ....... :::w 20 20 ■ .........:.:.:.............:.'.:.:...........:.:.:..............:.:..::.....:..:...:.:.::.:.'..:.........:.:............. cn APPROXIMATE LOCATION AND DEPTH SHOWN FOR VERIZON CONDUIT. :. :..:. ...... ...............:.........:.........:.........:......... ...... ..... ..... ....... 11 CONTRACTOR SHALL POTHOLE THIS LINE BEFORE CONSTRUCTION AND w o.....:.......... w . REPORT RESULTS TO ENGINEER. CONTRACTOR SHALL COORDINATE Z ... ....... ...... .... ....... ....... ....... ....... ....... ....... ....... ... .. ....... ....... ....... ....... ....... ....... ....... ....... ......Z ...... :: :.......: :.......: ........: :........ :........ ......... ......... ....... .. ....... ....... ....... ....... ....... ....... ....... ......J POTHOLE WITH BNSF AND NOTIFY AFFECTED BNSF CUSTOMERS AS :. ... ..:. .:. .:. x■.................::::::. . ......................................................................................:.........:.........:.........:.........:.........:.........:.........:.........:.........:. .... ". ....... _ .....:.........:........ .......:.........:.........:.........:.........: .. ....... ....... :.70.LF. 60.$.......= EL 15 U ..... ......... ........ ..... .. ......... ......... ......... .....464:LF 60 0 PPP SD S=0.06%.... ....:....... .:......... ......... .........;.155 LF fi0"0 PPP SD S=0.04%:::' :.......: :.......: :::.. U 15 PI GRkDF.:S'O..STEEL.... PE.... �.....:.........:........ : ....p..:.........:.........:.........:.........:.........:.........:... :':':': FULMER AT 206-409-1260 AT LEAST 5 WORKING DAYS BEFORE pQ ...... ......... ........ a............................................................. 1 ....... 5-0.05%::. Q ■..... .................. ::::U..:...................:.........:.........:.........:.........:.. ... .. .. POTHOLING. IN CASE OF CONFLICT, CONTRACTOR SHALL COORDINATE ....... ............... ADDED ... ... ... .:. .:. .:. . ..... ..... " " " ...... RELOCATION OF THE LINE WITH VERIZON AND BNSF. SHOULD ADD s .. ......... ......... ......... ......... ......... ......... ......... ....... .:: :: .... .: ...... ......: ......: ......: ......: ....... ....... DEPTH EXCAVATION OR SHORING BE REQUIRED, THIS SHALL BE ....... ... ... Q ■.....:.........:........ ....... ....... ....... ....... ....... ....... ....... ....... ....... 10 10 COVERED UNDER THE VERIZON RELOCATION FORCE ACCOUNT BID ITEM. .......................................... .............. ...... ........ .............. .............. .............. � ........ ......... ......... ......... ......... ......... ......... ..... ....... .. 23 LF:DUAL 36 0 PPP ....... ....... ....... ....... ....... ....... ....... ....... ANY DELAYS IN CONTRACTOR'S OPERATIONS FOR THIS WORK SHALL BE �::..: :.......: ........... ........ 4 .: ....... 12::: ........: :.......: :.......: :.......: :........ ......... ........: :.......: ■................. "' INCIDENTAL. ONLY CONTRACTOR'S WORK NEEDED FOR THE RELOCATION 3 SO S 0.05fi% °....... ......... ......... ......... ......... ......... ......... ......... ..................:.........:.........:.........:.........:.........:.........:.........:.........:.........:......... IS INCLUDED IN VERIZON RELOCATION FORCE ACCOUNT BID ITEM. .. ....... ...... - .�: .. ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... a 5 W. ....: :.......: :.......: :.......:::.......: :.......: :.......: :.......: ........: :.......::':.......: ........: :.......: :.......: ........: :.......: :........ ......... ......... ........: 5 s ,.....:.........:.........:.u5.....:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:........':'':.......'. ........':'':.......':' 12 FOR CATION SHALL BE SIMILAR TO SECTION AT R DUAL 36 PIPE, INSTAL ......:.........:.........: ......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... . ........:.........:....... .W a.w..:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:...................:.........:......... STA 18+00 ON DWG C15. . ........:.........:.........z c�._.....:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:...................:......... I ..... ......... ..................:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:..................:.........:.........:......... ....■..... ......... .................. :......... :.........:.........:......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :.........:.........:......... :.......... ......... v .......... ......... ......... .................. :......... ......... ......... ......... ......... ......... ......... ......... ......... :......... :......... :......... :......... ......... :......... :......... :......... :......... 0::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: p AS -BUILT 22+00 23+00 24+00 25+00 PROFILE FECOMMENDED R APPROVAL FROM STA 21+30 TO 25+70 5 2.5 0 5 10 20 10 0 20 40 4L 1HORZ. SCALE: 1"=20' 1"=5' 1 "=20' VERT. SCALE: 1"=5' Scale Feet Scale Feet SGjp . wAI PAGE �E. NOTED "° � �"�'"�s°' p CITY OF SW 7th ST, POWELL AVE SW TO LIND AVE SW 09/25/2018 - . JF/JE/RL STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 Louis Berger ' DATUM N. AS -BUILT REVISIONS MSG 9/22/2018 MSG "" ABG RENTON F R 15 wq �E BID SET MSG 4/18/2016 MSG "�"°04 e11 INC. sSroNa tee` °� �E °"ate, Planning/Building/Public Works Dept. PLAN AND PROFILE, SHEET 4 OF 5 .- 4/18/1 520 Pike St, Ste 1005, Seattle, WA 98101 206.453.1043 N0. REVISION BY DATE APPR�.15c 8 °F 20 ,0m 'mmV©lINA