Loading...
HomeMy WebLinkAboutzS-0374SetWASHINGTON PLANS FOR THE CONSTRUCTION OF IAI vv EST KENNYDALE. SEWER XT NSION NEW- m --NNNW- m VASHON ISLAND l ,. KENT Ei AUBURN ,e TO NORTH TACOMA VICINITY MAP 0 1 23 4 5 Smie in Miles INDEX TO DRAWINGS 1. LOCATION MAPS, INDEX TO DRAWINGS 2. GENERAL NOTES, DETAILS 3. PLAN AND PROFILE, STATION 0 + 00 TO STATION 4 +20 4. PLAN AND PROFILE, STATION 4 +20 TO STATION 8 +20 5. PLAN AND PROFILE, STATION 8 +20 TO STATION 11 +83 6. PLAN AND PROFILE, N.E. 27TH COURT 7. MISCELLANEOUS DETAILS 8. EASEMENT LOCATION MAP N 34th ST w Z i O > 405 N 31 th ST NE 31st ST RECORD DRAWINGS N 30th ST 1 a I a a WASHINGTON PLANS FOR THE CONSTRUCTION OF IAI vv EST KENNYDALE. SEWER XT NSION NEW- m --NNNW- m VASHON ISLAND l ,. KENT Ei AUBURN ,e TO NORTH TACOMA VICINITY MAP 0 1 23 4 5 Smie in Miles INDEX TO DRAWINGS 1. LOCATION MAPS, INDEX TO DRAWINGS 2. GENERAL NOTES, DETAILS 3. PLAN AND PROFILE, STATION 0 + 00 TO STATION 4 +20 4. PLAN AND PROFILE, STATION 4 +20 TO STATION 8 +20 5. PLAN AND PROFILE, STATION 8 +20 TO STATION 11 +83 6. PLAN AND PROFILE, N.E. 27TH COURT 7. MISCELLANEOUS DETAILS 8. EASEMENT LOCATION MAP N 34th ST w Z i O > 405 N 31 th ST _ NE 31st ST RECORD DRAWINGS N 30th ST \fie EXISTING SEWER THE BASIS OF INFORMATION COMPILED BY OTHERS..THEY ARE NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION, TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION. THE�dy ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR ( N 28th ST D L RECIORD DRAW WHICH HAVE BEEN INCORPORATED INTO THE NE 28th ST q/ Z NE 27th CT NE 27th ST > a WEST KENNYDALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON o SEWER EXTENSION o PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. a SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT 0 1" W N LOCATION MAP'S` INDEX T� DRAWINGS N i A N S NE 24th ST CSf7 WELL 5A WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. IF NOT ONE INCH ON WEST KENNYDAI.E SEWER EXTENS! ®N EXISTING EWER z DRY SEWER EXTENSION. w W ¢ JONES AVE NE z I w PROD REVISION BY APVD o SCALES ACCORDINGLY. C4 m -Z w N- 2 O Co NE 20th ST _ LOCATION MAP 0 400 800.... .. 1600 RECORD DRAWINGS Scale in Feet Revisions Drawn by 01-5" `fOWEGG . Data �j -• - THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED BY OTHERS..THEY ARE NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION, TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION. THE�dy ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR ( ,. D L RECIORD DRAW WHICH HAVE BEEN INCORPORATED INTO THE q/ REUSE OF DOCUMENTS TITLE SHEET SHEET THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON CITY OF RENTON, WASHINGTON 8 PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. 1 OF SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT 0 1" N LOCATION MAP'S` INDEX T� DRAWINGS N i A N S RECORD DRRW /N6 CSf7 EJ� WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. IF NOT ONE INCH ON WEST KENNYDAI.E SEWER EXTENS! ®N , DATE JUNE 1990 THIS SHEET, ADJUST PROD REVISION BY APVD OCH2MHILL SCALES ACCORDINGLY. NO.SEA22077.B3 (_1 PLAN SET REFERENCE SYMBOLS SECTION AND DETAIL DESIGNATION POINTAT WHICH SECTION POINTAT WHICH SECTION OR DETAIL IS TAKEN OR DETAIL IS SHOWN LETTER INDICATES LETTER INDICATES DESIGNATION OF SECTION �y ,�� DESIGNATION OF SECTION ay F -2 -22 �F- -1 1 INDICATES DRAWING INDICATES DRAWING (S) WHERE SECTION IS SHOWN WHERE SECTION IS TAKEN NUMBER INDICATES NUMBER INDICATES DESIGNATION OF DETAIL DESIGNATION OF DETAIL H -6 H -6 INDICATES DRAWING INDICATES DRAWING (S) WHERE DETAIL IS SHOWN WHERE DETAIL IS TAKEN NOTES: 1. SYMBOL LEGEND, AND USE IDENTIFICATION WHICH ARE SHOWN ON THIS DRAWING ARE FOLLOWED THROUGHOUT THE PLANS WHENEVER APPLICABLE. ALL OF THE VARIOUS SYMBOLS, LEGENDS AND USE IDENTIFICATIONS ARE NOT NECESSARILY UTILIZED IN THE PROJECT. 2. STANDARD DETAIL NUMBERS ARE NOT CONTINUOUS ON THE STANDARD DETAIL SHEETS. SOME NUMBERS ARE NOT USED. �PUBLIC RIGHT -OF -WAY Aa , EXST Of? /VEWAY RAMP 50' M/N O,R 3/7-E ACCESS ROAD I f�'EM01/E PORT /ON OF EX /ST /NG WALK E CURB 21 GUTTER AND REPLACE m� IN KIND EXISTING GROUND NOTES: f. USE 4" TO 8 "QUARRY SPALLS OR CRUSHED ROCK FOR SURFACING AS SHOWN. MATERIAL WITH "FINES" NOT ACCEPTABLE. 2. THE 50' M/N /MUM LENGTH SHALL ,BE LENGTHENEIO AS REQUIRED TO INSURE MATERIAL IS NOT TRACKED ONTO PW5LIC RIGHT -OF -WAY. TEMPORARY CONSTHL,CT /O!/ ENTRANCE N.T.S. STAPLES OR WIRE RINGS, FILTER FABRIC 1 MATERIAL M1RAF1 IOOX OR EQUAL Z "x4" F/R (ALT .. 5TL) POSTS FILTER FABRIC — M /RAFI 100X OR 2 "x2 "x f4 GA WW. F. 4 6.rgA_b MAX 3. C. 1 ^T v" Q v \I�WASHED OR PEA GI -AVEL 2 "x 12 "x 14 GA WELDED WIRE /FA/3R1C DR EQUAL Cr N .BURY 150T OF FILTER FABRIC MATE IN BOT OF TRENCH TRASH RACK 12 "CMP PERFORATEL STAND PlpPE WASHED GRAVEL MINUS G° M /1V HT--- 7— q-," POURED CONC )SASE NOTES= 1. PLACE 1" OF 3/4' TO `I 1,✓2 "WASHEDD OR PEA GRAVEL ON BOTH S //TES OFFENCE TO CREATE BE' ✓EL 2 FABRIC SHALL BE STAPLED OR W IRED TO FENCE £ 2C''OF FABR /C SHALL EXTEND INTO T/�ENCH. FABR /C SHALL EXTEND NOT MORE THAN 36 "A80VE ORIGINAL GROUND SURFACE. S /LT FENCE n/.r.5. f N 10 ABBREVIATIONS o LEGEND /V TS. 0 AC ASPHALT CONCRETE NEW & AND PIPELINE WITH STATIONING ( IN 100 FEET) @ AT MANHOLE AVE AVENUE EXISTING CMP CORRUGATED METAL PIPE "W WATERLINE WITH SIZE CONCC CONCRETE OSH CONN CONNECTION Q MANHOLE CT COURT VALVE DI DUCTILE IRON — 8 "SS —� SANITARY SEWER WITH MANHOLE DIA DIAMETER I? GAS PIPELINE EL ELEVATION /2 "y-- CMP CULVERT WITH SIZE AND TYPE EXST EXISTING x— x— x —x - -x— FENCE LINE G GAS � LIGHT POLE TREE IE INVERT ELEVATION - -- -- RIGHT -OF -WAY AND /OR PROPERTY LINE LT LEFT — — — — — — — EASEMENT LINE MAX MAXIMUM � - -_ DITCH OR STREAM SHOWING DIRECTION OF FLOW MIN MINIMUM '------ 232' -''�- EXISTING CONTOURS MH MANHOLE (SANITARY) MJ MECHANICAL JOINT ---- ZCo4"� NEW CONTOURS x EXISTING GRADE ELEVATION NTS NOT I Q SCALE ® FINISH GRADE ELEVATION OD OUTSIDE DIMENSION ® SURVEY MONUMENT P/L PROPERTY LINE ® 8 _ BORING PJC POLYVINYL CHLORIDE ®� P_ TEST PIT PVMT PAVEMENT O �J_ WATER JET BORING R/W RIGHT -OF -WAY BACKFILL TYPE (WITH LETER SYMBOL) FIT RIGHT N NATIVE BACKFILL MATERIAL SS SANITARY SEWER I IMPORTED BACKFILL MATERIAL ST STREET STA STATION TEMP TEMPORARY TYP TYPICAL VERT VERTICAL W WATER W/ WITH W/0 WITHOUT ROCK LINED PIPE OUTFALL W/2 " - -4 "QUARRY SPALLS O; SP /LL WAY Q` 6:0' g CONSTRUCTION SEQUENCE M/A! N w 1. ATTEND PRE - CONSTRUCTION CONFERENCE. Q P - - -- z' 2. CONSTRUCT 50'x 30' CONSTRUCTION ENTRANCES AT EACH POINT OF VEHICULAR ACCESS. - 3. INSTALL SILT FENCE THE FULL LENGTH OF THE PROJECT. SILT 7 FENCE SHALL BE PLACED SO AS TO PREVENT SILT LADEN WATER FROM ENTERING THE STREAM OR THE PAVED PORTION OF 1 -405. 4. CONSTRUCT PIPELINE. OUTFACE P /PE COLLAR 5. COMPLETE SURFACE RESTORATION. DITCH TO OUTLET 6. AFTER PERMANENT VEGETATION HAS BEEN RESTORED REMOVE EROSION AND SEDIMENTATION CONTROL MEASURES WHEN DIRECTED BY THE ENGINEER. S /LTA T/ON POND DSG N /V TS. C ' ®A Revisions Drawn by _ C.S,HO w1E� pate THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON] THE BASIS OF INFORMATION COMPILED EY OTHERS. THEY ARE NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION, TYPE OF COMPONENT NOR - MANNER OF CONSTRUCTION. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO HE RECORD DRAWINGS. REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS 6NE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE p i^ USED, IN WHOLE OR -IN- -PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST ©CH2M BILL SCALES ACCORDINGL 1 CITY OF RENTON, WASHINGTON WEST KENNYDALE SEWER EXTENSION 1 6 EROSION /SEDIMENTATION CONTROL NOTES THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING EROSION/ SEDIMENTATION CONTROL REQUIREMENTS. PERMITTEE SHALL BE THE CONTRACTOR. 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 2. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEAR- ING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMNTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEM SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PRO- GRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALLANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURED COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLI- GATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 4. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL O rIY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHEN- EVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUG- MENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 6. FOR ALL EROSION /SEDIMENTAION CONTROL WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH, IS REQUIRED. 7. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 30'x 50'x 8" OF 4- TO 6 -INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. GENERAL NOTES 1. SURVEYS BY CH2M HILL, 1990. 2. DATUM IS NGVD (NATIONAL GEODETIC VERTICAL DATUM). BENCH- MARK IS RAILROAD SPIKE IN POWER POLE AT SW CORNER OF INTERSECTION OF NE 24TH STREET AND JAMES AVENUE NE - ELEVATION = 240.51. 3. ELEVATIONS OF EXISTING PIPELINES ARE APPROXIMATE ONLY. CON - RACTOR SHALL DETERMINE THE CORRECT ELEVATION IN THE FIELD. REPORT DISCREPANCIES IMMEDIATELY TO ENGINEER. 4.1 INFORMATION ON EXISTING UTILITIES SHOWN IS TAKEN FROM EXIST ING RECORDS OR ESTIMATED BY OTHER MEANS AND IS APPROXI- MATE ONLY. BOTH LOCATIONS AND DEPTHS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL CONTACTALL UTILITY OWNERS AND CONFIRM LOCATIONS AND OTHER INFORMATION ON EXISTING UTILTIES. CALL 1 -800- 562 -6478 AT LEAST 48 HOURS PRIOR TO EXCAVATION. 5. SEE GEOTECHNICAL DATA REPPORT _DATED JUNE 15,--199O FOR LOCATIONS OF BORINGS AND TEST PITS, EXPLORATION LOGS, WATER TABLE ELEVATIONS AND OTHER PERTINENT GEOTECHNICAL INFORMATION. OF 8 GENERAL NOTES, DETAILS 1 2 IDATE JUNE 1990 IA DSG N E. RUDLOFF R M. SPARLING �. 3-Z / -�'/ RECORD Qi2Fldti/NG OSH E�2 CHK E. RUDL.OFF APVD E, Fi'UDL.OFF NO. DATE REVISION BY APVD REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS 6NE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE p i^ USED, IN WHOLE OR -IN- -PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST ©CH2M BILL SCALES ACCORDINGL 1 CITY OF RENTON, WASHINGTON WEST KENNYDALE SEWER EXTENSION 1 6 EROSION /SEDIMENTATION CONTROL NOTES THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING EROSION/ SEDIMENTATION CONTROL REQUIREMENTS. PERMITTEE SHALL BE THE CONTRACTOR. 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 2. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEAR- ING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMNTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEM SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PRO- GRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALLANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURED COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLI- GATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 4. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL O rIY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHEN- EVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUG- MENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 6. FOR ALL EROSION /SEDIMENTAION CONTROL WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH, IS REQUIRED. 7. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 30'x 50'x 8" OF 4- TO 6 -INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. GENERAL NOTES 1. SURVEYS BY CH2M HILL, 1990. 2. DATUM IS NGVD (NATIONAL GEODETIC VERTICAL DATUM). BENCH- MARK IS RAILROAD SPIKE IN POWER POLE AT SW CORNER OF INTERSECTION OF NE 24TH STREET AND JAMES AVENUE NE - ELEVATION = 240.51. 3. ELEVATIONS OF EXISTING PIPELINES ARE APPROXIMATE ONLY. CON - RACTOR SHALL DETERMINE THE CORRECT ELEVATION IN THE FIELD. REPORT DISCREPANCIES IMMEDIATELY TO ENGINEER. 4.1 INFORMATION ON EXISTING UTILITIES SHOWN IS TAKEN FROM EXIST ING RECORDS OR ESTIMATED BY OTHER MEANS AND IS APPROXI- MATE ONLY. BOTH LOCATIONS AND DEPTHS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL CONTACTALL UTILITY OWNERS AND CONFIRM LOCATIONS AND OTHER INFORMATION ON EXISTING UTILTIES. CALL 1 -800- 562 -6478 AT LEAST 48 HOURS PRIOR TO EXCAVATION. 5. SEE GEOTECHNICAL DATA REPPORT _DATED JUNE 15,--199O FOR LOCATIONS OF BORINGS AND TEST PITS, EXPLORATION LOGS, WATER TABLE ELEVATIONS AND OTHER PERTINENT GEOTECHNICAL INFORMATION. OF 8 GENERAL NOTES, DETAILS 1 2 IDATE JUNE 1990 IA a _` - 234, \\ 'm(o o� c N 4j t \\ Do 2.Q2 ' �SEE SHET E E T 05 R/W FENCE CONCR 6 FO TEL L /MK FOUNORT /ON �` /'4 CONT INUAT ION i LF) -- co EX /STING LIGHT POLE J� L /vr`7 f v ^Lc i ! �i J `SEX /STING FENCE (TYP)- J � 4 / rho` MH 2 I � l � r i l m C / 30 __ / \ k S /DE SE �'5" z5 ( r YR), /�_- -SEE %f�'B 2 Sf•/EET BRUSri E TREES SRArE INLET I SHED �I ,--22& O ZZ� MH4 (rj )� / Alp 101 MH 3 k- - -x-_ 1 -405 R/W FENCE to "CH R:!'V LINK ♦���` =� r'�i ��•��I�1� ���.•� :�•�1p .������ �•av � •�.J ��I..��� i�.La �.�'i•:i:����� mow- .�: #I �riw�r) _ -r00 _ 5100 ...... .. ....... .... _............. .. _ (O Oo .. ..... " 7fOU:::: ........ ............... ........... ........... ....... ' ' : ... ........ ....... ....... ....... ............ .. .......... . OD ..... .... .....:: & "`D/ , 8 rO SEWER @ 5 =0,0045 O .. . - .. .. . . . C5 .OVER . � . . . . . . . . . . a : .: . 3.7' 27% 3 .. ... . . . . .... .. .. . . . . . . . ... . . . . . .... . . . . : : : . . . . . : Z57. / :::: :... * . . . . . .. . . . . . . ... .:. . :: . . ../� N _. :.... .. ....... . ...... .::. ... ............ .:.. _. .. .......... . r... :. ... ........ .. ............. : ... .. .... ..:.... ... . . .. .... . ... .:....... .... .. ..... T: . ................... .... ......... . .... ....... .........:................._:............ ......: ............ .... ...... ... ..... ..... ....... .. ... ... m..... .. .. :: ....... ..... .. ...... .. 24 5 _.__ :. .... .. .. _.. ... ..... _... ....__ .. ................ . .:.. :......:. ... ..... . :............. .... W ..... . . .......: ...... :. .. ...... . .. .. .... ...... :.. ............ .... .. ....... .... .... ... ......... .......:. ... ... ..... ... :.. ... .. . .... ::::: ....... ...... a - .. ..... ....... ...... 240 ... .. .... . .. . :..... ...:. .. .. .:... :. ..... :. .... ... ....... .... :. .......: :....::.: . ..... ...... .. ..... ....... .. .. ...... .. ....... ....... .. ... .... ....... ..... .... ... .. ... ..... ... .. ..... ... . 23 __ ........................... .... ..,: : . ... .: ..... .. . ` PAD; OI �E.. i ................ ...... ... . ,CENTE,R :.. CODER.. f?r90 f ND COI/ER:. ... :. ::: ::: - - - - Z -- _ ................,.. ............. SURRUND/NG GROU/VD : ::::.::.:::: I ::. .. :: :: . . . . .................. ..................... .............:............... . C� ............... ... .. . :.: ::: �:... .. :: V EX15 T /NG GROUND "M .:::: ; : : .. . ... .:::::::.... x...... ........ .... ..... . . . Q ::::::. ......:....::::.:. .: : :.:.. : .. ....:...... /N . ... ..... :: .:.::: :: ::::::........:.........:.....: S................. 2 a _ _ _.....:...' ..... .. :......................... ...........:.AJEC.�%RMOR�WING.. .. Revisions Crawn:byi " C �- Cate . 3.. . . . .. .. .. ..... ... • ::.... . ... THESE. bFiAiNINii$:HAV.E SEEN pp EPARED, IN:PARi, ON] ........ .:......... ... --�-. +��� :.:....... ...... THE: BASIS OF I- NFORMATI0 COMPILED BY OTHERS. THEY :ARE NOTI ZOO 0 ��• OF COMPONENT �lOFI tvtA�JNEFt W: CbD1S7RUCT�ONTTHE :. ................... ENGINEER WiL•L NOT BE RESPONSIBLE-FOR :-ANY ERRORS- -OR .. ..... , NCQRPQRATED'INTO T HE LREOORD DRAWINGS I......... i..... MH.3 (.SHFILL0W- TYFH:,9,:: : . ....... ......:... MH Z \ MH Z19 TRENCH PLUG 1 (0 +23,10 W1 7H : P119TERT16HT CO. V�'R). . ........ ......... ... ...: :: :: ......... .. .. ..... . ... . (sEE sPECiP/CAT/oM — � — /9. 7 iV07 9:::.. ..... .....:... ' ... ......: ..... ...... .... ............................ ........ /F /y, /2 /N /E= /9,pi0L/T fEs2 19, 72(E) /E °?/9,&2 A/,i .r ✓ !E= 220: Q4JN :.. IE- :2%9,:84 OUT::: ll/7H 4 ( 5: TA1Vr�A{�'D;WLTH°.:............ ::::::RATE T /GHT:COVER) ::. . ' ' RIM = 2Z6, 32 Ft'I:VI = 2Z�f. 2 RIM= 223, ;�4 : :: 7t:4Ci <.�::.::: :::...: ... : . lE = ZZO. 53 ./N :....... . . ..: SCALES- / "= 20 HOR /ZUNTFTL _ . ....:............ ., �' . .:...RLM =:Z zc:,58.......... .....::. ........................... ........ ... ... . .... ..:. ... :: . . '* REUSE OR DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON SHEET PLAN AND PROFILE C o � ®F -c Ci %!�oweLL PORATED HEREIN. AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. CITY OF RENTON, WASHINGTON - l 4'ECORD WIIIII SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART. FOR ANY OTHER PROJECT CGH 6J,< WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL p V, IF NOT ONE INCH ON WEST KENNYDALE SEINER EXTENSION DATE JUNE 1990 STATION 4+20 TO STATION 8+20 <lp-1 THIS SHEET, ADJUST PROJ E, FLG�G.FF NO o s B AD cHimHILL SCALES ACCORDINGLY. V. D77.B3 `I I I I � i o� I �ll Mfg 1„ SEE SHEET 3 ya FOR CO NT X I x \� I 1, \ �x 1 i T -405 R/w FENCE 6'CHR /N L/NK l3 ^ g o �.� 41'W 2 7 m 4 "W--a th CO URT -HEMOI/E HN4 I � �� � REPLfICE FILL PRVEMENT WESFOF 1- /NE 1 \I /2 S /DE SEINER LOC197 -IOAIS SYMBOL STRT /ON OFFSET DEPTH �! 5 t70, 9 1.31-7 >K (ot25,3 to 'LT �K !o tBZ, 3 131L7- ® 8 +53, 3 /O 'L7- 0 8+7/,8 /z'Z-7 94.73, 9 17'1-7 K 9`1' '78,14, 10 '1-T >k 8 11+03,9 / /'L7- 111-k 2(01 9 10'47 A O+ 5016 13'1-7- B, 61 Il 0 +5017 12'97 l2 Zt 05,7 37197- G' A / f 70, 9 49'1-7 A Z + /O, 7 4&'L7 G' m� FRR'MEfUII.D co vElz, s�E SPECIE' /Ci9T /O/VS 24" _ yDrJUS'/7NG 1P /NGS OR BLOCKS 195 REt�UIRED 4 "M/N- Iz "MAX ' PRECRST :� HOf)PTOR V/9/_vlE COLLfIR CHf�/1/IBE2 •'.•.� B,•P /PE °::. CONE • °•'• RUBBER•` �,a:. a;.� • .l, • ,� •' a .•� 48" 'POURED /N PlRfE BRsE E"A`TRA S"LLOW MANHOLE-TYPE B NT5 (CITY OF RENTON STfiND�R.D� E. RUOL0F7,= I NO. I D 9 ,t 24.. N Q y t` c J SYM MJxMJXIv1J 5TA TO STfi 71 93.2 TO 5-rA 7- 1.93,2 STA II-t83 r •ADU5TMEMT 4'MIN. /s/E 27•t17 COURT to CUT IN HALF .•� CONE M02TAR JOINTS I.E. — SEE FINISH a?ADE- PROFILE 1-I YOF05EED I °: STEPS -5/4'DEFORMED DAR MANHOLE Jil 5PEP5 SUALL BE INCLUDED WALL J I TOPSOIL- toll COMPACTED II u di 'D 1 DEPTH, OMIT UNDEP. PVMT DUCTILE IRON 90° BEND N DE i ECTO{2 TAPE CSEE SPEC C lll�Il- -II IMPORTED CKLiSHEZ> POCK- SACKI �) /_ J ILL '•.��: p CONCRETE 13ACKPILL -CLASS C •1 '�r•'�Y.••�.w.1' r'•I. 4 DEI ECTOP- TP.PE (SEE SPEC N NOTE: PIPE ZONE MATL W O Ll CONCKETE. -PPE BASE MATL � � 0 v. MATL- IF DIRECTED SY II Bill -1 1 °111_ =1111 ENG]NEEiz TJ- JICKNESS AS DIizGC_CTED _ FOUNDATION STABILIZATION I3Y ENG -INE6R WIDTH MATL- IF DIRECTED SY OD +3�;' INSIbE It1Btu -t11 °_ �ITi ENGJA1Ei.E12 TI- FICKNE9S AS DIRECTED M'N T{zENCH NOTE: TRENCH SIDE LINES SHOW MINIMUM -P•KEN.CH 3Y ENGINEER WJD T 11 0D+3v, 10.1SIDE. NATIVE BACKFILL TYPICAL. TRENCAI SHEETING NOTE: TRENCH SIDE LINES SHOW MINIMUM TRENCH WIDTH. CONTRACTOR SHALL Se P- ESPONSIBLE FOR SELECTING SAFE EXCAVATION SLOPES, IMPORTED BACKFILL TYPICAL TRENCf I SECTION /SITS R (I ®.d l �,,a•Q � .,� LOFF �J RLING FAPVD SSf�Iq�► E�+ LOFF E. RUOL0F7,= I NO. I D 9 ,t 24.. N Q y t` c J . 4 DUCTILE 11zON TEE MJxMJXIv1J - FRAME ANTS COVER _,FIN15H GRADE - SEE SPECIFICATIONS •ADU5TMEMT 4'MIN. PLUG, M.J. WITH , GASKET, BOTH i CUT IN HALF .•� CONE M02TAR JOINTS I.E. — SEE PROFILE PRECAST 5EC710M °: STEPS -5/4'DEFORMED DAR MANHOLE 5PEP5 SUALL BE INCLUDED WALL ' 4 co r MAX. PIPE 51ZE -ZI" I.D. ' LADDER -STD. ALUMIKUM OR CaALV�W IZED STEEL . CONCRETE 5"IELF MOMAR FILLET- :. r EcAST eASE one ioLl oR cAS Im PLACF &JI �T. }- -ed M Im. STANDARD MANHOLE A/ TS (CITY OF REN7'O1\,1 S7,9/V,01`1Rt�) ////FRAME AND COVETZ SEE SPECIFICATION 4.1 ... • :,..,� A' °MIN.- IZ''MAX. :,. Z4r Q VA21A� 2'TO 51 _00 I. tTEF5 TO P>E W ",V DEFORWED 5AR GALVMrZED 56 MY 5TEF5 CR e6ML 2 5MF5 ARE TO 6E IM PLACE Effrc� MLI SECTION5 3. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 4. OPENING SHOULD BE ON DOWNSTREAM SIDE SHALLOW MANHOLE- TYPE A NTS (CITY OF RE1VT-ON 57,,qNDARD) 5 MECH. JOINT DUCTILE IRON PIPE TO UNDISTURBED SOIL / - SEWER LINE SMOOTH STEEL CASING PIPE, SIZE AS SPECIFIEt> FILL WITH SAND CARRIER PIPE STAINLESS STEEL SAND 4" DIMENSION PRE68UIzE. TREATED WOOD SUPPORI -S SHAPED ro FIT, THI;OUGHOUT ENTII~E LENGTH OFCASING.SAND SF-CUKELY TO PIPE_ NOTCH SKID SO THAT SAND AND CASINGS HAVE 1/Z" CL>; (TYP) TYPICAL FLEXIBLE CASING A/73. RECORD DRAWINGS Revisions Drawn by C.S.HOWEZ.L Date THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON] THE BASIS OF INFORMATION COMPILED BY OTHERS. THEY ARE NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION, TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION. THE ENGINEER WILL NOT RESPONSIBLE FOR ANY ERRORS OR �, JJG% OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE f'/f LE CORD �DRAWINGS. 4 ,i 1 0 I TQENCH rop WIDTH 12" MIN 1 r11 � n101 1 I Q�T 4VEMENT A :XIST'ING 3AS E COMPACTED IMPORTED ' TRENCH - J &ACi--FlLL_ - NOTES i I. MATCH EXI57-ING PAVEMENT THICKNESS PLUS I "- 3 "MINIMUM. Z EXISTING PAVEMENT TO SE CUT VERTICAL THE ENTIRE PAVEMENT THICKNESS. 3. APPLY TACK COAT TO ALL 15U2FACES. ASPUA LT CONCRETE FATCH N.TS " _,FIN15H GRADE - , HYp205EE0 i 11i�l'p -- DUCTILE IRON PIPE CLASS 50 CET -1ENT LINED, LENGTH TO RT- °: NATIVE BACKFILL U COMIPACTED &IFORTED �• ERUSHE.D IeOCK di 'D o �, I DUCTILE IRON 90° BEND N DE i ECTO{2 TAPE CSEE SPEC C c MJ x PE PIPE ZONE MATL - W J PIPE BASE MATL '•.��: p CONCRETE 13ACKPILL -CLASS C •1 '�r•'�Y.••�.w.1' r'•I. 4 o_•o(' NOTE: DROP PIPING TO BE SAME SIZE AS INTERCEPTED SEWER. BACKFILL DROP PIPING WITH CONCKETE. DROP STRUCTURE NTS SMOOTH STEEL CASING PIPE, SIZE AS SPECIFIEt> FILL WITH SAND CARRIER PIPE STAINLESS STEEL SAND 4" DIMENSION PRE68UIzE. TREATED WOOD SUPPORI -S SHAPED ro FIT, THI;OUGHOUT ENTII~E LENGTH OFCASING.SAND SF-CUKELY TO PIPE_ NOTCH SKID SO THAT SAND AND CASINGS HAVE 1/Z" CL>; (TYP) TYPICAL FLEXIBLE CASING A/73. RECORD DRAWINGS Revisions Drawn by C.S.HOWEZ.L Date THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON] THE BASIS OF INFORMATION COMPILED BY OTHERS. THEY ARE NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION, TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION. THE ENGINEER WILL NOT RESPONSIBLE FOR ANY ERRORS OR �, JJG% OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE f'/f LE CORD �DRAWINGS. 4 ,i 1 0 I TQENCH rop WIDTH 12" MIN 1 r11 � n101 1 I Q�T 4VEMENT A :XIST'ING 3AS E COMPACTED IMPORTED ' TRENCH - J &ACi--FlLL_ - NOTES i I. MATCH EXI57-ING PAVEMENT THICKNESS PLUS I "- 3 "MINIMUM. Z EXISTING PAVEMENT TO SE CUT VERTICAL THE ENTIRE PAVEMENT THICKNESS. 3. APPLY TACK COAT TO ALL 15U2FACES. ASPUA LT CONCRETE FATCH N.TS " _,FIN15H GRADE - HYp205EE0 i 11i�l'p -- 11_ NATIVE SACKFILL 111 II NATIVE BACKFILL U COMIPACTED &IFORTED ERUSHE.D IeOCK N DE i ECTO{2 TAPE CSEE SPEC C N PIPE ZONE MATL - W PIPE BASE MATL Q 4 - FOUNDATION STABJUZATIOM - MATL- IF DIRECTED SY II Bill -1 1 °111_ =1111 ENG]NEEiz TJ- JICKNESS AS DIizGC_CTED MIN T�ENC}{ I3Y ENG -INE6R WIDTH OD +3�;' INSIbE ' SHEETING NOTE: TRENCH SIDE LINES SHOW MINIMUM -P•KEN.CH WIDTH. CONTRACTOR SHALL SEE RESPOKISIBLE FOR SELECTINIa SAFE EXCAVATION SLOPES. NATIVE BACKFILL TYPICAL. TRENCAI SECTION IV7--S D N SCALE I'= 40' 1 I MATCH LINE - LOWED R16147- i ! 8.00 TYP 14.59` - I 9.7g' \\ N54 °IG'24 'W ! � \ 1 \ ° NlBAR6E7� 50 °� PEKM EASMT- 29445SQFT W. TEMP Eps/MT= 1744 5Q FT 1 I I I E. TEMI° E+517T= 1009 SOFT 5.00' TYI° 10.00 TYl° 1 I-- 5.00' TYI° 1 � 1 N&& °44'52'W 204.02' ZE'VART I ! n I 1 r7MM EASMT= 904 SQ FT W TEMP EA5M7-= 045 SQ FT aI E TEMP FASMT= 32/ SQ FT UJ 8 I I Nei& °4/'58 'W 204.02' oto I WATT 0 I pERM F-ASMT = 907 SQ. FT , I W TEMP EASMT= 004 SQ FT I u j 2 E TEMP EA5M7-= 303 SQ FT Z , Q �O•�' I I N&8 °3�/'l7'�W 202.02' _, \ :a EX5T MANNOL E. 9 I - I I I 1 a� I I � I 1 I ! I I Al. E. 24 TN CIf4fMlli 5Tl'eEET NOTE THE LOCATION OF THE PROFEIZTY LINES SNOW,N I- IERe/N ARE OA590 ON AVAILAf5LE F'U6LIC MA105, AND DO NOT IKEF'RFSENT 1 A SURYEYED LOCATION. N.E. 28rN 5TIKEET N659 5/' 15 " W .J • ` /�'. N � I dl I 81 'x'7.00 a a 1 IV I N.E. 27TH COURT I I 1 I u W -- - -- Q ui m - dl V �IZ i I 1 1 I 1 m__ 30.00II MATCH LINE - Af50VE LEFT 1 RECORD DRAWINGS i7; \ GRANT 1 Revisions Drawn by C,5, HOGUEI1— Date PERM EASMT = 1009' 5Q FT I THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ONJ W TENP EA5MT= 072 SQ FT E 350 SQ FT BY OT RE THE BASIS OF INFORMATION COMPILED BY OTHERS. THEY ARE EXACT LOCATION, TEMP FASMT= \ \ NOT INTENDED TO REPRESENT IN DETAIL THE TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION. THE \ N & & °3G'23 °W 243.72' ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE -- -- -- I RECORD DRAWINGS. \ \ I \ \ \ w HILL \ PFRM LA5MT = 973 SQ FT \\ 1 I \ 1 E TEMP EA5MT= 324 SQ FT LEGEND N && °3G' 49'W 225.46' _ _ I ; ; ` - -- SEWED C. EX5T MANHOLE 94.95' �� 1 • " pEIZMANENT EASEMEI`17- t It , - - - -- TEM1001eAMY EA5EMENT CITY OF MENTON 0 FOUNO MONUMENT /N CASE ! o FOUND �I /2" M.EL3AIe SOUTH LINE ELOONACIZE5 I I • FOUND NAIL 1 I ! I I Al. E. 24 TN CIf4fMlli 5Tl'eEET NOTE THE LOCATION OF THE PROFEIZTY LINES SNOW,N I- IERe/N ARE OA590 ON AVAILAf5LE F'U6LIC MA105, AND DO NOT IKEF'RFSENT 1 A SURYEYED LOCATION. N.E. 28rN 5TIKEET N659 5/' 15 " W .J • ` /�'. N � I dl I 81 'x'7.00 a a 1 IV I N.E. 27TH COURT I I 1 I u W -- - -- Q ui m - dl V �IZ i I 1 1 I 1 m__ 30.00II MATCH LINE - Af50VE LEFT 1