2702 FEDERAL AVE 2017-05-23 - Laserfiche WebLink

PLUG & ABAN EX 8" CMP EX WATER SPIGOT �'0 EAST WATERWAY PERF PIPE, SEE NOTE 1 (SAVE & PROTECT) EX SDMH, SEE SHT C3.3 FOR REPAIR DETAILS (SAVE & PROTECT) -- -12 TOP OF SOIL GROUT TO -STOP AT ELEV 11' WITHIN PLUG & ABAN EX 8" CMP REMOVE AND REPL UPPER 5' OF SOIL WITHIN LIm1-TS OF 12" SD TRENCH. %' PERF PIPE, SEE NOTE 1 5' HORIZ OF BULKHEAD, SEE NOTE 3. 36' DEMO & REPL REMOVE AND REPL UPPER 5' OF SOIL WITHIN i SUBG EX 2" W, SEE C4.0 5' HORIZ OF BULKHEAD, SEE NOTE 3. • _„% Rq�e IMpRO�f EX POWER CONDUIT SEAL FACE OF BULKHEAD WITH EX POWER CONDUIT 4tEIMPERMEABLE BARRIER AS j�T J PROTECT)AND(SAVE NECESSARY TO PREVENT LEACHING o�F �__ (SAVE AND PROTECT) , • S CT, 1� \ I OF GROUT INTO THE EAST WATERWAY. EX 12" SD OUTFALL``--� - • (5), IE=-2.25' �� y 0 a N - 8" o y EX 24" SD cin " EX SHEET PILE OUTFALL , v WALL BULKHEAD EX MONITORING WELL MANIFOLD �� • (SAVE & PROTECT) -2 Q 9 ' � � • ��` PSP � �� EX WATER SPIGOT 0 *. • ti If _ _ • ` • ^u (SAVE & PROTECT) 0 T_�- v AP.PROX C'ROQT INJECTION, c5. CSO�s X" POINT LOCATION, TYP. ` /:- SEE NO 2: o„ / APPROX LIMIT OF EX �-DEMO & REPL `\ /� / r _ g SOIL SUBSIDENCE .c� • s EX 2" W, SEE C4.0 EX ASPH h • i AROUND WATER SPIGOT ` 6 ` / F( _1--APPROX GROUT INJECTION / SAWCUT LIMIT LINE, 30- POINT LOCATION, TYP. \ SAWCUT. LIMIT LINE, SEE SHEET C3.0 CMA S0 6,t fX / SEE NOTE 2. SEE SHl':C3.0 FOR _ _ FOR EXTENTS (S �� 2 FILL ANY VOIDS FOUND DURING WATER qW�S l EXTENTS "'�LINE REPLACEMENT. GEOTECH TO BBQ ON--SITE TO OBSERVE AND PROyfDE pR RECOMMENDATION. ' QCT) 'To RECOMMENDATION. GROUT INJECTION ELEVATION TABLE PLAN NOTES: GROUT INJECTION APPROX GROUND SOIL GROUT SOIL GROUT SCALE: 1"=5' 1. PLUG & ABAN EX 8" CMP PERF PIPE (2) WITH PRESSURIZED POINT SYMBOL SURFACE ELEV TOP ELEV* BOTTOM ELEV INFLATABLE BLADDER. SEE DETAIL 1, SHEET C3.3. 2. THE HORIZONTAL AND VERTICAL LOCATIONS OF THE GROUT • +18.0' +13.0' +0.0' N INJECTION POINTS AS SHOWN ON THIS PLAN ARE INTENDED FOR ILLUSTRATION PURPOSES ONLY. IT IS THE CONTRACTOR'S ❑• +18.0' +13.0' +4.0' RESPONSIBILITY TO FIELD LOCATE THE GROUT INJECTION POINT LOCATIONS SUCH THAT THE WORK DOES NOT DAMAGE THE EXISTING Q +18.0' +13.0' +6.0' BULKHEAD TIE-RODS. THE CONTRACTOR SHALL PREPARE A SOIL GROUTING WORK PROCEDURES PLAN IN CONFORMANCE WITH THE *TOP OF SOIL GROUT SHALL BE TERMINATED AT A DEPTH OF 5-FEET SPECIFICATIONS THAT DESCRIBES THE CONTRACTOR'S METHOD TO FROM THE SURFACE OF THE FINAL GRADE AS SHOWN ON THE DRAWINGS. PROTECT THE EXISTING TIE-RODS AND TO PROTECT THE EXISTING EXCEPT, AT LOCATIONS WHERE UTILITY PIPES ARE DEEPER THAN 5-FEET 24" AND 30" STORM DRAIN PIPES FROM DAMAGE AND FROM FROM THE SURFACE, THE GROUT SHALL TERMINATE AT THE BOTTOM OF INTRUSION OF GROUT. THE WORK PROCEDURES PLAN SHALL BE THE UTILITY TRENCH. SUBMITTED TO THE PORT AND TO THE PROJECT ENGINEER NO LESS THAN 2 WEEKS PRIOR TO START OF WORK. 3. REMOVE & REPLACE THE UPPER 5' OF SOIL WITHIN 5' HORIZONTAL LEGEND OF BULKHEAD AND MANHOLE TO IMPROVE THE PAVEMENT __ ASPHALT SAWCUT LIMIT LINE SUBGRADE AS SHOWN ON THE PLAN. BACKFILL AND RECONSTRUCT 5' 0 5' 10' PER DETAILS A & B, SHT C5.1 AND PER THE SUPPLEMENTAL OVER-EXCAVATION AREA TO CALL 48 HOURS GEOTECHNICAL TECHNICAL MEMORANDUM PREPARED BY LANDAU IMPROVE PAVEMENT SUBGRADE ASSOCIATES DATED JULY 17, 2015. DO NOT OPERATE LARGE 2.5' 7.5' BEFORE YOU DIG COMPACTION EQUIPMENT WITHIN 5' OF BULKHEAD AND MANHOLE. SCALE: 1"=5' DIAL 811 EX STEEL TIE-ROD (SAVE & PROTECT) NOTE: FULL SIZE IS 22" x 34" PROJECT ENGINEER: SCALE: DWG. NO. rr Nle D. GATES 1 5' �4 PORT OF EVERETT C5.0 q� r " = �'pFL'��-i DESIGNED BY: DATE' Port of ` J. BECKER 7/27/2015 D U N L A P BULKHEAD N0.1-0-015-01 �4 ain I�I EVERM ' } DRAWN BY; CHECKED BY: RENOVATION Y `'�' J. PR BECKER D. GATES PROJECT 7/27/15 XXX ISSUED FOR BID. APPROVED BY: P.O. BOX 538 1601 Sth Avenue,Suite 1300 °° SOIL GROUTING & GROUND NO. MT-HT-2015-06 QO A EVERETT, WA 98206 Seattle,Washington 98101 � � K (425) 259-3164 (206)382-MO Fax(206)382-0600 IMPROVEMENT PLAN SHEET NO. 12 OF 23 N0. DATE BY REVISION N0. DATE BY RE�i=:��