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HomeMy WebLinkAbout05D1839TERMINAL PARK E 0 ro LP 0 0 CV (D 0 0 0 0 0 / o_ i 0 i U 0 i �r ILI ¢ z z TERMINAL PARK REHABILITATION PROJECT KING COUNTY HOUSING AUTHORITY GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 8. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 9. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. NOTES 1. HORIZONTAL DATUM: ASSUMED 2. VERTICAL DATUM: CITY OF AUBURN (NAVD 88) PER CITY BENCHMARKS 3. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF "M" STREET SW BETWEEN FOUND MONUMENTS AT THE INTERSECTION AT 12TH STREET SE AND AUBURN WAY S. THE BEARING PROVIDED BY THE CITY OF AUBURN IS N 00'56'24"E. 4. PROPERTY LINES SHOWN ARE BASED ONLY UPON ASSESSORS RECORDS. PROPERTY LINE ADJUSTMENTS OR OTHER DOCUMENTS RELATING TO THE TRUE LOCATION OF THE PROPERTY LINES WOULD BE DISCLOSED BY THE PROCUREMENT OF A CURRENT TITLE REPORT AND RECORDED BOUNDARY SURVEY. CONSTRUCTION SEQUENCE: 1. CALL FOR PRECONSTRUCTION CONFERENCE WITH THE CITY OF AUBURN. 2. VERIFY APPROVAL OF HAUL ROUTE. 3. INSTALL APPROVED TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES. 4. CALL 1-800-424-5555 2 DAYS BEFORE DIGGING. 5. CONSTRUCT PROJECT. 6. CALL CITY OF AUBURN FOR FINAL INSPECTION. HOUSE NUMBER INDEX: TERMINAL PARK HOUSE ADDRESSES 920 B ST SE AUBURN, WA 98002 922 B ST SE AUBURN, WA 98002 203 1OTH ST SE AUBURN, WA 98002 205 1OTH ST SE AUBURN, WA 98002 207 1OTH PLACE SE AUBURN, WA 98002 209 1OTH PLACE SE AUBURN, WA 98002 211 1OTH PLACE SE AUBURN, WA 98002 213 1OTH PLACE SE AUBURN, WA 98002 215 1OTH PLACE SE AUBURN, WA 98002 217 LOTH PLACE SE AUBURN, WA 98002 219 1OTH PLACE SE AUBURN, WA 98002 221 1OTH PLACE SE AUBURN, WA 98002 218 1OTH PLACE SE AUBURN, WA 98002 216 1OTH PLACE SE AUBURN, WA 98002 214 1OTH PLACE SE AUBURN, WA 98002 212 1OTH PLACE SE AUBURN, WA 98002 210 1OTH PLACE SE AUBURN, WA 98002 208 1OTH PLACE SE AUBURN, WA 98002 206 1OTH PLACE SE AUBURN, WA 98002 225 1OTH ST SE AUBURN, WA 98002 227 1OTH ST SE AUBURN, WA 98002 229 1OTH ST SE AUBURN, WA 98002 921 "C" ST SE AUBURN, WA 98002 919 "C" ST SE AUBURN, WA 98002 915 "C" ST SE AUBURN, WA 98002 911 "C" ST SE AUBURN, WA 98002 905 "C" ST SE AUBURN, WA 98002 903 "C" ST SE AUBURN, WA 98002 PARCEL DESCRIPTION - TERMINAL PARK CHICAGO TITLE INSURANCE COMPANY — ORDER NO.: 1035155 THAT PORTION OF GOVERNMENT LOT 1 IN SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DECRIBED AS FOLLOWS: BEGINNING AT A POINT OF INTERSECTION OF THE EAST LINE OF 'B" STREET SOUTHEAST (FORMERLY RIVER STREET) AS PLATTED IN HART'S FIRST ADDITION TO THE TOWN OF AUBURN ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 20 OF PLATS, PAGE 23, IN KING COUNTY, WASHINGTON, WITH THE EASTERLY PRODUCTION OF THE NORTH LINE OF 10TH STREET SOUTHEAST (FORMERLY 10TH STREET) IN SAID PLAT; THENCE NORTH 89°23'19" EAST 397.42 FEET ALONG THE NORTH LINE OF 10TH STREET SOUTHEAST AS CONVEYED TO THE CITY OF AUBURN BY DEED RECORDS UNDER RECORDING NUMBER 1839537, TO THE WEST LINE OF "C" STREET SOUTHEAST AS CONVEYED BY SAID DEED TO THE CITY OF AUBURN; THENCE NORTH 04°02'50" EAST ALONG THE WEST LINE OF "C" STREET SOUTHEAST 292.97 FEET; THENCE SOUTH 89°23'19" WEST 287.30 FEET; THENCE SOUTH 37°5649" WEST 214.84 FEET TO THE EAST LINE OF "B" STREET SOUTHEAST: THENCE SOUTH 00°36'41" EAST ALONG THE EAST LINE OF "B" STREET SOUTHEAST 124 FEET TO THE POINT OF BEGINNING. UNDERGROUND UTILITIES SHOWN BASED ON FIELD EVIDENCE AND UTILITY SITE PLAN 51 D702SH1 PROVIDED BY KING COUNTY HOUSING AUTHORITY.. CTS ENGINEERS INC. CAN NOT GUARANTEE THE ACCURACY OF UNDERGROUND UTILITY LOCATIONS. PRIOR TO CONSTRUCTION CALL 1-800-454-5555 FOR VERIFICATION OF UNDERGROUND UTILITY LOCATIONS. REFERENCES: (BASIS OF BEARING) PLAT OF HART'S FIRST ADDITION TO THE TOWN OF AUBURN, RECORDED IN VOLUME 20 OF PLATS, PAGE 23 RECORDS OF KING COUNTY, WASHINGTON PORTION OF NW 1/4 OF NE 1/4 SEC-.19, T.21, R.5E W.M. VICINITY MAP SHEET INDEX: C1 CIVIL TITLE SHEET C2 NOTES C3 TERMINAL PARK UTILITIES PLAN C4 TERMINAL PARK SANITARY SEWER PROFILE C5 TERMINAL PARK PAVING PLAN C6 SECTIONS AND DETAILS SV1 TERMINAL PARK TOPOGRAPHIC SURVEY OWNER: KING COUNTY HOUSING AUTHORITY 600 ANDOVER PARK W. SEATTLE, WA. 98188 PH: (206) 574-1217 ARCHITECT: CNJA ARCHITECTS 2722 COLBY AVE., SUITE 607 EVERETT, WA. 98201- PH: (425) 259-1560 CIVIL: CTS ENGINEERS, INC. 1412 112TH AVE. N.E., SUITE 102 BELLEVUE , WA. 98004 PH: (425) 455-7622 Record Drawing Certification These drawings conform to the Contractor's construction records. By: Title/Position: Confirmed by City: Date: Date: �1 TERMINAL PARK LOCATION PROJECT REF: GRA04-0012 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. e1? -1/-7l01- Approved By: 5.411L Date Approved: 7 1d Church Nickerson Jansen ANsoc ates 2722 Colby Avenue, Suite 607 Everett, Washington 98201 Telephone: 425 259-1560 Fax. 425 252-7597 C-cs Engineers, !nc 1412-112th Avenue N.E. Suite 102 Bellevue, Washington 98004 (425) 455-7622 V 1vO C ti OF WASB� 13497 �sS1aNAL�� I EXPIRES: 10/29/2005 1 V W O CC a � z Z 0 � ON =a 3 a= a� 44C Z man 3E cc H 5HEET TITLE CIVIL TITLE 5HEET DATE APRIL 15, 2004 CNJA JOB NO. 04001 51TE 5HEET 5HEET 1 OF S (0,51)/83 ,z I 0 Cn &i LL Li X E N I 0 0 N 0 c� 0 N U 0 d- 0 / n I a a U U I Lil Q CD z Q a- 0 ry n J Q Z ry bi U bi 0 n SANITARY SEWER CONSTRUCTION NOTES 1. NEW CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL NEW CONSTRUCTION IS FINISHED, TESTED. CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL N INSPECTION AND PRESSURE TESTING SHALL BE IN PRESENCE OF A CITY OF AUBURN INSPECTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING LIVE SEWER AROUND NEW CONSTRUCTION UNTIL CITY APPROVALS ARE MADE. 2. PRIOR TO ACCEPTANCE OF CONSTRUCTION CERTIFIED RECORD MYLAR CONSTRUCTION DRAWINGS MUST BE PREPARED OF ALL PUBLIC SANITARY SEWER FACILITIES. (SEE SECTION 1-05.4(1) IN THE DEVELOPMENT PROJECT SPECIFICATION). 3. ALL SIDE SEWERS SHALL HAVE SLOPE OF 1 % OR MORE. 4. FOR TRENCH IN UNPAVED AREA SEE DETAILS 3/C9 AND 4/C9. 5. FOR TRENCH IN PAVED AREA SEE STANDARD DETAILS TRAFFIC-02 AND TRAFFIC-03 AS APPLICABLE. 6. BASED ON AVAILABLE RECORDS, EXISTING GAS DISTRIBUTION SYSTEM PIPES ARE 2" DIA. 7. BASED ON AVAILABLE RECORDS, EXISTING WATER MAIN PIPE IS 6" DIA. OTHER PIPES IN WATER DISTRIBUTION SYSTEM VARY IN SIZE FROM 3", 2", 12", 1-1", 1" TO WATER MAIN CONSTRUCTION NOTES PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A-21.4 OF LATEST REVISION. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO INCHES (42"). ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR TWELVE -INCH (12") AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE -INCH (12"). JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE EITHER MECHANICAL -BOLTED TYPE, OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, LINING AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION, HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE PROCEDURE FOR WATER-PERSSURE TESTING WATER MAINS AND THE LATEST PROVISIONS OF AWWA C 600, EXCEPT AS MODIFIED HERIN. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT NECESSARY TO MAKE THE TEST, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER MAINS AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C 601. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS NUMBERS WATER-13, 14, 15 AND 16. SERVICES SHALL BE A MINIMUM 1 INCH. THE CITY OF AUBURN WILL INSTALL THE METERS. RESTRAINED JOINTS SHALL BE USED AT ALL BENDS, FOR TEES, 90° BENDS, AND SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING SHALL ALSO BE USED. SEE STANDARD DETAIL WATER-01. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. SEE STANDARD DETAILS WAAR-1 AND SHALL STAND PLUMB. SET TO FINISHED GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES (18") FROM FINISHED GRADE AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN 36 INCHES (36"). THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR. STREET OR PARING LOT CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW) 15 FEET (15') EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. ABBREVIATIONS: CB CATCH BASIN SSCO SEWER CLEANOUT FH FIRE HYDRANT LS LIGHT STANDARD PP POWER POLE PV POWER VAULT SDMH STORM DRAIN MANHOLE SSMH SANITARY SEWER MANHOLE TT TELEPHONE VAULT WV WATER VALVE ICV IRRIGATION CONTROL VALVE WCR WHEEL CHAIR RAMP TMH TELEPHONE MANHOLE EJB ELECTRICAL JUNCTION BOX PP/TR POWER POLE WITH TRANSFORMER PTL POWER POLE W/ TRANS & LIGHT WM WATER METER WV WATER VALVE ® FOUND MON IN CASE (AS NOTED) LEGEND: REBAR W./CAP o IRON PIPE OR RR SPIKE o HUB W/TACK Z� PK NAIL 2 5" METAL POLE FOR CLOTHES HANGERS CATCH BASIN/'CURB INLET O CLEAN OUT SIGN POST (r�) STORM, DRAIN MANHOLE �_ ELECTRICAL. MANHOLE CABLE TV MANHOLE SANITARY` SLWER MANHOLE i� TELEPHONE MANHOLE WATER MANHOLE O MANHOLE (TYPE UNKNOWN) 89 WATER METER D4 WATER VALVE FIRE HYDRAN ;`h1 I T�"-i? AS VAL VE ENVERT/CUt_VL �� TELEPHONE R � CABLE TV RIS TELEPHONE —P- T GAS =RT ER POWER (AERIAL) T Eir PHCtPd� `:�ERIA,L? ------ ,,,ABLE TV (AERIAL.) POWER/TEL/CABLE (AERIAL) POWER ( UNDERGROUND) UT TELEPHONE (UNDERGROUND) GV GAS VALVE GA GUY ANCHOR TR TELEPHONE RISER PL POWER POLE WITH LIGHT PA PLANTER AREA CP CORRUGATED PIPE D/W DRIVEWAY CUT NF NORTH FACE SF SOUTH FACE WF WEST FACE EF EAST FACE S.Y. SQUARE YARDS STD. DET. CITY OF AUBURN STANDARD DETAILS STD. PLAN STANDARD PLAN FROM WSDOT/ARWA STANDARD PLANS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION. C.I. CAST IRON PIPE V.T. VITRIFIED TILE HH 0 HAND HOLE ICV IRRIGATION CONTROL VALVE PIV 0 POST INDICATOR VALVE SH O SPRINKLER HEAD TRAFFIC CONTROL CABINET F POWER VAULT TELEPHONE VA,ILT t I _JI '� `" i' T r i3� '1 tl�t 1 AUI (TYPE UNKNUJAIN, METAL POLE v?i � METAL POLE W/1111MINAIRE - WOOD POLE —? WOOD POLE W /LUMINAIRE F-- DOWN GUY -''-a-30,' ROCK WALL TREE, CONIFEROUS TREE, DECIDUOUS SHRUB `_, a STORM DRAIN F BER G GAS �— c ._ SEWER W WATER AE`' AL UTIL TY ,A,fIf c Record Drawing Certification These drawings conform to the Contractor's construction records. By: Date: Title/Position: Confirmed by City: Date: PROJECT REF: GRA04-0012 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. CP 7l7/04 Approved By:��.Pi��: Date Approved: 0 Church n a€-hersurt ,Jansen _ ssoc kites 2722 Colby Avenue, Suite 607 iberett, Washington 98201 Telephone: 425 259-1560 Fax: 425 252-7697 C-cs Eng/neers, Inc. 1412-112th Avenue N.E. Suite 102 Bellevue, Washington 98004 (425) 455-7622 ,y pROCIr_7� i EXPIRES: 10/29/2005 min W 0 c. ©m � o Z 1""`_ Now y� 040 3 � a=c a� s J Q Z W N SHEET TITLE NOTES DATE APRIL 15, 2004 CNJA JOB NO. 04001 51TE TP SHEET C2 SHEET 2 OF 8 2 n w w 0 0 Q Q i V) 0i w rr X 0 0 N CD 0 U 0 0 I E U U 0 i 6, Q 0 Z Q 0 Q n J Z w U w 0 ry n SSMH #909-85 48"DIA. - STA 3+ 16.00 ISSM i RIM ELEV=93.27 7IE 8., `��U�'� 0LF 8"DIA PVC It 8" CONC, (E}=8 ;9'2 S=0.005FT/FT SSMH #909-86 48"DIA. STA 3+86.00 CONC. THRUST BLOCK (TYP.) WOOD BUILDING %.oMF Ln1J 1. u TTM l L N Lli`C AT TEE CONNECTION - SDMH RIM ELEV=65.81 IE 18" CONC (N)=87.1 i IE 18" CONIC i,$)=RT.z6 I i ,SIAH RIM EI ter`= 3.19 IF 8" CONC (NE)=89.99 4 '�K A/,\ 20LF 6"DIA. PVC (TYP, / AT HOUSE ADDRESS 211, 219, 221, 218, 214$ 210, 203, 22%921, & 919), I JLr V LI F VU `I I F. MI FlvVJL ADDRESS 205, 206, 225, 227) ' i t 10TH STREET SOUTHEAST BUILDING LEGEND BUILDING NUMBER 12/24 UNIT 919 NUMBER HOUSE ADDRESS SANITARY SEWER LEGEND s S SEWER MAIN SIDE SEWER CO • CLEANOUT CONC.THRUST BLOCK WET TAP EXIST. 8" WATER MAIN W/TAPPING TEE #{gnu_ 7 1 RN�r ELEV 94... . IE 8" CONC (N)90 3 1E 8" CONC (E) 90 2.3 20 10 0 20 40 SCALE: 1 " = 20' )9-83 EXISTING MH 909-14 STA 0+00.00 ;.00 i i SS v H RIPS' ELE-491.712 It 8"CONE (N)-P7.a7 I IE 8" ONE C(W)I=88.C7 I i CONSTRUCTION NOTED 0 � I ABANDON PIPE PER DPS 7-08.3(4). i REMOVE EXISTING MANHOLE. 8-DIA (D38LF PVC S=0.005FT SSMH TO REMAIN. RECHANNEL AS REQ'D, E` E'�=g 1 f O INSTALL CLEANOUT PER DETAIL 1 /C9 (TYP. EA. SIDE SEWER). E D, (W)-B 118 5 CONNECT SANITARY SIDE SEWER TO SEWER MAIN W "T" FITTING o < <o IE 8" D1 (S)=59114 (TYP. EA SIDE SEWER). INSTALL 8" PVC SDR 35 PIPE AT LOCATION SHOWN. I REPLACE EXISTING 6" DIA V.T. PIPE WITH 6" DIA PVC SDR 35 SIDE SEWER AT THE SAME LOCATION AS EXIST. PIPE AND EXTEND TO THE SEWER MAIN. PROVIDE CO AT BUILDING. - i j 1 8 RELOCATE 6" DIA SIDE SEWER AS SHOWN. 9 INSTALL 6" DIA SIDE SEWER FOR BUILDING ADDITION AND CONNECT TO SEWER MAIN. f 1® CONNECT 6" SANITARY SIDE SEWER TO 4" WASTE LINE �- OUTSIDE BUILDING. USE 4" TO 6* OFFSET PVC REDUCER. I E 11 ABANDON PIPE PER DPS 7-00.3 (4) AND REMOVE CLEANOUT(S). t2 ABANDON ENTIRE` WATER DISTRIBUTION SYSTEM. I 13 RELOCATE EXIST. 3" WATER METER, UPGRADE TO RADIO READ. INSTALL 4" DI WATER MAIN AT LOCATION SHOWN. INSTALL BELLOW SANITARY SEWER. j 15 INSTALL DOUBLE CHECK VALVE- AS LY 3" DIA. SEE. STANDARD - DETAIL WATER 05A AND 058- WITHOUT POST INDICATOR VALVE rL AND FIRE DEPT. CONNECTION. 1 I 16 INSTALL I" DIA. POLYETHYLENE PIPE FOR DOMESTIC WATER SERVICE TO EA. UNIT COORDINATE WITH { ' MECHANICAL PLANS. INSTALL ABOVE SANITARY SEWER. CB RIM ELFV=91,9i.1.7 INSTALL CONC, DRYWELL AT EA- DOWNSPOUT AS SHOWN, !E S" PVC' (N -89.�8 IN DETAIL 7/C9. FOR DOWNSPOUT LOCATION SEE I IE S" DI (Q=89.71 ARCHITECTURAL PLANS, 64 TOTAL. CONC. SPLASH BLOCK t IS PART OF BASIC BID, DRYWELL IS PART OF ALT.. BID #2 _-- -- 18 REPLACE EXIST. WASHER SIDE SEWER WITH PVC PIPE OF SAME SIZE. PROVIDE CO. AT BUILDING. NOT USED k f SSMH RIM=.LE`��`-`?2.3 ( IE 8C0N( ,01NI 88 63, IE „ CONC (s)=8,5'. A3 IE 8" CONC (E)=88. i3 I i I I� r f i 1 I f 1 t=D 2" BRASS DISK W/ PUNCH 20 REMOVE ALL EXIST. CLEANOUTS ON SANITARY LINES TO 1'-6" BELQW GROUND AND CAP 21 WATER LINE CROSSES BELOW SANITARY SEWER. 22 FOR PAVEMENT RESTORATION SEE STANDARD DETAIL TRAFFIC-02 AND TRAFFIC-03. SSMH SCHEDULE TYPE I, 48" DIA. MARK STATUS STA. RIM. EL 8" INV. IN 8" INV. IN 8" INV. OUT DIA. 909-14 EXISTING 0+00 91.72 88.07 (W) 88.07 (S) 90.18 (N) 48" 909-83 ADD 0+38.00 92.50 88.36 (W) - 88.26 (E) 48" 909-84 ADD 0+88.00 Al0+00.00 92.20 88.71 W () 88.71 S) ( 88.61 E ( ) 48" 909-85 ADD 3+16.00 93.00 89.95 (SW) 89.85 (E) 48" 909-86 ADD 3+86.00 93.80 90.40 (S) 90.30 (NE) 48" 909-87 ADD 5+49.00 94.70 - - 91.22 (N) 48" 909-88 ADD 12+21.00 93.60 89.92 (W) - 89.82 (N) 48" 909-89 ADD A13+71. 94.50 - - 90.67 (E) 48" GENERAL NOTE: 1. COORDINATE INSTALLATION OF UTILITIES WITH PHASING PLANS, SEE A-01. 2. EXISTING UNDERGROUND STORAGE TANKS AT EACH UNIT ARE TO REMAIN UNDISTURBED. SEE ORIGINAL PLANS FOR LOCATION. rRecordwing Certification ngs conform to the Contractor's construction Date: n: by City: Date: PROJECT REF: GRA04-0012 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. cP 7/-T1o4 Approved By: Date Approved: 7717,4eq IV 2M Colby Avenue, Suite 807 1*wett, Washington 98201 Telephone: 425 259-1560 Fax. 425 252-7597 cts E18911111111111111111111M'No hm. 1412-112th Avenue N.E. Suite 102 Bellevue, Washington 98004 (425) 455-7822 PROC,� EMReS: 10/29/20M s i p V W O ICL �z Z � �a 00 =a 3 a � a J Z W N SHEET TITLE TER104AL PARK UTILITIES FLAN IRATE APRIL 15, 2004 GNJA JOB NO, 04001 51TE SHEET C3 SHEET 3 OF g 06D 183 9 Ln Y Iz n J Q z w U w O ry n � � � r-0 rM C14 N N 1`17 CV Cn 0) 0) 0) C) 0) Cis 0) 0') CYs 4+00 3+00 2+00 TERMINAL PARK - SANITARY SEWER PROFILE - SCALE: r'=zo' noaiz. i -i vear. � � d- -t I'7 r7 re) N Cn U) Ci) Ci7 ()) CS) CY) C3) 13+00 12+00 TERMINAL PARK - 801ANITARY SEWER PROFILE 11+00 O O O O Q H N 2 A DATUM M;EV 80.00 10+00 M1111 Record Drawing Certification These drawings conform to the Contractor's construction records. By: Title/Position: Confirmed by City: Date: Date: 4r0 -ij "ArMf jj i PROJECT REF: GRA04-0012 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. CP 717jo4 Approved By: O,t-v„—_. Date Approved: Chun* Aitlerson .JanNen Associates 2722 Colby Avenue, Suite 607 Everett, Washington 98201 Telephone: 425 259-1560 Fax: 425 252-7597 C -C S Engineers, Inc. 1412-112th Avenue N.E. Suite 102 Bellevue, Washington 98004 (425) 455-7622 PR�C �S'SIDNAL ��1 / EXPIRES: 10/29/2005 min H V W O oC a (SI o Z � _a O� 3 OTC oZc Q � a� J a saw �c W H SHEET TITLE TERMINAL PARK SANITARY SEWER PROFILE DATE APRIL 15, 2004 CNJA J05 NO. 0400E SITE it SHEET C4 SHEET 4 OF 8 E n NI O_ I — CD O d- a' LLl W V) O O Q Q I Q 0 vi w x 0 0 LP I 0 O CV (15 c� 0 in U O 0 0 n I E U U I 0 i 6, w Q z CD z Q o' 0 SSMH #909-86 48"DIA 3+86.00 CONC. THRUST BLOCK (TYP.) l y WOCiJ B !11DING W/ GUTTER SL V,H R'IM I! E-V=85.81 1E 18" CONC, (N)=87.11 Ic 18' C01vC (S)=87.28 I SSMH #909-85 48"DIA 3+ 16.00 S M H RIM ELEV=9".;'7 IF 8" CONIC (SW=90.02 E f Q=89.92 8" CONIC SSMH RIM ELEV -93.19 IE 8" CONC' (NE)=89.99 M J rf i 1\ (n'�j z I r Ry SO TTHEAST `:3 #909--71 ..`iM E �``=94.?3 - 8 CINr Y,- (.,1.C,3 20 10 0 20 40 SCALE: 1 " = 20' )9-83 , 8" 3.00 I A EXISTING MH 909— 14 STA 0+00.00 ,. SSIMi- RIM E LEVI91.72 � 1E 8' CONC (S)�8d.f}7 ('�zr�>�e�i�a Pvi�kersan� Jansen Aw�sor�ivaea IE 8" CON � -- �,88. C W)'I-07 2722 Colby Avenue, Suits 807 Everett, Washington 98201 I Telephone: 425 259-1560 Fax: 425 252-7597 CtS ' BASIC BID CONSTRUCTION NOTES: _ ' ! O1 CLEAN AND RESEAL EXP. JOINTS. REMOVE TRIPPING HAZARD BY Eng/nears, /nc. e 102 Be11ev�e.2Wa Washingenue ton (425) 55t 7622 i I GRINDING DOWN PROJECTIONS OVER IN HEIGHT. TOTAL LENGTH OF JOINTS IS 161 LF. SEE DETAIL 1 �C10. PROC I ELEV=91 2 ROUT CRACKS IN CONCRETE SLAB AND SEAL. TOTAL LENGTH �of �As� `�'*f Ir fF 3 DI (N)=8 .°1 OF CRACKS IS 85LF. SEE DETAIL 2/Cl 0. LE 8" DI yp' 89128 ' tx IE 8" Di (S 89114 O3 REMOVE AND REPLACE CONCRETE SLAB, SEE SCHEDULE BELOW AND DETAIL 3/10. 13497 0$ ISTEg�� ass /lam IQNAL APPLY SEAL COAT (FOG SEAL TO ENTIRE A.C. PAVEMENT. STRIPE PARKING STALLS W/4' WIDE PAINT STRIPES TO MATCH EXPIRES: 10/29/2005 f { EXIST. LAYOUT. INCLUDING HANDICAP SYMBOLS. r'r1 REMOVE CONCRETE ENTRY SLAB INCLUDING CMU WALL. SAWCUT FULL DEPTH. FOR EXTENT OF PROPOSED CONC. SLAB, m SEE ARCH. PLANS AND DETAIL 5/C10. j ® REPLACE CONC. CURB. SEE DETAIL 4/C10. i 7 ` 2 WITH INSTALLATION COORDINATE REPLACEMENT OF PANEL O OF WHEELCHAIR RAMP PER STANDARD DETAIL TRAFFIC-25. ® REMOVE EXIST. SIDEWALK, AND RESTORE LAWN WITH 4" i OF TOPSOIL AND SEED. INSTALL 4- CONC. SIDEWALK PER DETAIL 5/C 10. i � 0 � - CB RIM ELEV=91.9 J fE 8" I IE. 8„ P`=/C (N)=89t9 D I (E)=89.7. ACP PATCH CEMENT CONC. REPLACEMENT Uj 0 � O } i SSMH RIM ELEV=92.3' IF 8"CONC (N)=88.63,1 !E 8" CONIC S'=88.7-jZ; IE 8" CONC (E)=88.13 } d I 1 T I j t---r FD 2" BR1'SS W/ PUNCH NUM ORECONSTRUCTION SIDEWALK, WALKWAYS & CURB AND REPAIR SCHEDULE 1 REPLACE PANEL 4' x 4' 2 REPLACE PANEL 4' x 4' 3 CLEAN UP & RESEAL EXP.JOINT 4 REPLACE PANEL 4' x 4' 5 RETOOL & SEAL CRACKS 6 REPLACE PANEL 10'-8" x 5' 7 REPLACE PANEL 5' x 5' 8 REPLACE PANEL 6' x 3' 9 REPLACE PANEL 5'-6" x 3' 10 REPLACE PANEL 6' x 3' 11 REPLACE PANEL 5' x 5' 12 CURB REPLACEMENT 9' Record Drawing Certification These drawings conform to the Contractor's construction records. By: Title/Position: Confirmed by City: Date: PROJECT REF: GRA04-0012 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: 0-4, ---- Date Approved:-712Lot • • 0 r 5NEET TITLE TERMINAL PARK PAVING PLAN [)ATE APRIL 15, 2004 GNJA JOB NO. 04001 51TE TP I 5NEET C5- 5HEET 5 OF 8 Date: 1 a 1 E 0 Cn w ry x 0 00 1 0 0 N 0 c� S1" 0 CID 0 0 n i 0 0 U 1 0 I w ry z Q 0 a n Q Z W 1— U W 0 o- n CAST IRON FRAME AND COVER CONCRETE CLASS 3000 IN UNPAVED AREAS ONLY FIBER JOINT PACKING 8" PIPE (MIN.) 4" PVC PIPE - 45" EL DIAMETER AS SPECIFIED NOTE: AS AN ALTERNATE CONTRACTOR MAY USE STANDARD DETAIL SEWER-02 TYPICAL SEWER CLEANOUT DETAIL SCALE: NTS 10' JOINT 1 6" MIN. ETHA FOAM 220 2'-0" WIDE AND FULL WIDTH OF TRENCH WATER PIPE EDGE EXISTING DIMENSION VARIES PATIO SLAB 1'-0" EXISTING F.G. —I * CEMENT CONCRETE PATIO REPLACEMENT 6" CSTC PIPE SAWCUT EXISTING CONCRETE IF REQUIRED TO INSTALL NEW PIPE END OF EXIST. HOUSE AND SLAB EXISTING 4" TO 6" CEMENT CONCRETE PATIO SLAB g DIA.x3" HOLES ® 3'-0" O.C. #3 BARS (SET IN EPDXY GROUT) SANITARY SEWER LINE OR GAS TO HOUSE * USE CLASS 3000 CEMENT CONCRETE AND MATCH EXISTING SLAB THICKNESS AND FINISH ** USE THIS DETAIL ONLY WHEN PATIO INTERFERS WITH INSTALLATION OF PROPOSED UTILITIES 10' o JOINT Al SEWER PIPE w 0 PACK W/ SAND 4" WATER LINE WATER LINE AND SEWER SEPARA11ON SECTION SCALE: NTS EXIST. CONC. SIDEWALK OR LANDSCAPING CURB AND GUTTER SECTION SCALE: NTS 3" A.C. PAVEMENT CONCRETE PA110 REPLACEMENT DETAIL SCALE: NTS EXISTING PAVEMENT FILTER FABRIC SEE STANDARD DETAIL EROSION-04 GRATE CB. PROTECTION (PAVED AREAS 6" COMPACTED CSTC (ADD THICKNESS AS REQ'D TO LEVEL OF AC PAVEMENT) SCALE: NTS STD. FRAME Anln r_QATF m� INLET INV. EL. EXIST. DISTURBED AREA OUTSIDE OF TRENCH SHALL BE RESTORED AT CONTRACTOR'S EXPENSE CATCH BASIN WITH OUTLET TRAP SCALE: NTS CID� 8" MIN. 12" MAX. HYDROSEED DISTURBED AREA OUTSIDE OF TRENCH SHALL BE RESTORED AT CONTRACTOR'S EXPENSE TOPSOIL 6" MIN. EXIST. GRADE BACKFILL (COMPACT IN 12" MAX LIFTS) BEDDING SANITARY SEWER, DEPTH �P AS SHOWN ON PLANS �D 8" MIN. 12" MAX. TRENCH IN UNPAVED AREA - 8' PVC SCALE: NTS EXIST. CO FLOOR EXIST. F00 VI\r1VLL LIMar\I ILL FOR DRYWELLS (ALT. BID #2) DRYWELL DETAIL SCALE: NTS EXIST. 90' ELBOW OUTLET INV. EL. EXIST. DOWNSPOUT 2'-0" LONG CONC. SPLASH BLOCK (BASIC BID) OPEN GRATE (ALT. BID #2) CONC. JUNCTION BOX 18"x18"x3'-0" W/0 BOTTOM (ALT. BID #2) DISTURBED AREA OUTSIDE OF HYDROSEED TRENCH SHALL BE RESTORED AT CONTRACTOR'S EXPENSE 2� M_► 0 4 Al w > o U 6" MIN. 12" MAX. DISTURBED AREA OUTSIDE OF TRENCH SHALL BE RESTORED AT CONTRACTOR'S EXPENSE TOPSOIL 6" MIN. EXIST. GRADE BACKFILL (COMPACT IN 12" MAX LIFTS) BEDDING SANITARY SEWER, DEPTH AS SHOWN ON PLANS BEDDING 6" MIN. 12" MAX. TRENCH IN UNPAVED AREA - 6' PVC SCALE: NTS FINISH GRADE 0-± FOR CONTINUATION SEE MECH. PLANS 1 " SERVICE LINE SHALL BE PERPENDICULAR TO THE WATER MAIN UNLESS OTHERWISE APPROVED BY THE ENGINEER. FOR OTHER INFO. SEE CITY OF AUBURN STANDARD DETAIL WATER-13 EXCLUDING METER INSTALLATION TlP.1' DOMES11C WATER CONNECTION SCALE: NTS Record Drawing Certification These drawings conform to the Contractor's construction records. By: Date: Title/Position: Confirmed by City: Date: PROJECT REF: GRA04-0012 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. c.P 71710� D0 Approved By: Date Approved: -7 %! d Church Nickerson Jansen A ,soc� 2722 Colby Avenue, Suite 607 Everett, Washington 98201 Telephone: 425 259-1560 F". 425 252-7597 Eno/neere, /nc. 1412-112th Avenue N.E. Suite 102 Bellevue, Washington 98004 (425) 455-7622 pROC{Tc�A 1' of 'WAS 13497 � ��°•��,ss�rsTER� �1�� � [ TONAL � �7/ EXPIRES: 10/29/2005 m H C.� W O DC a C9 o Z� _ Q O� 3 a5 J a z cc W H SHEET TITLE SECTIONS AND DETAILS DATE APRIL 15, 2004 GNJA JOB NO. 04001 SITE 5HEET C 6 5HEET 6 OF S psz)/839 N Li W ry X O O N O Q a z ry w U W O d