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HomeMy WebLinkAbout03D1716PARKING GARAGE PARCEL DESCRIPTION 0 0 w ry X L0 w Q z W J U L0 0 0 F_ U w a V) F- U SEC 13 W.M. z � o Q w CD J z z 22N AU U MUNIC AL h:�15TH ST NW AI15TH OST NE 14 �1 PROJECT/ SITE 3RD z 4TH ST MAIN ST m E MAIN S ST �sN AUBU 3RDS CR0 4TH ST VWV w cn Cn 15THST 15TH ST SW SW CD "' 17TH ST BWRARY z 21ST ST J z m z VICINITY MAP N.T.S. T 21 N R 4E = z zUn �� m z � cn � W. MAIN ST. Q ? MAIN ST. E PROJECT IN 1 ST ST SW SITE cn TIN w V' 2ND ST SW 2ND ST SE v� IN/OUT OUT IN OUT IN/OUT 3RD S SW �_l I Ross \ ST SE `t z 4TH ST OUT SR 1 IN/OUT IN AUBUR � IN IN/OUT cxl_ f- N v � SITE MAP HAUL ROUTE N.T.S. TRUCK DATA NOTES FOR CIVIL WORK 1. HAUL ROUTES ARE PRELIMINARY AND SUBJECT TO CHANGE PER CITY OFFICIALS. 2. NO. OF TRUCKS : 2 TRUCKS 3. NO. OF TRUCK TRIPS/ DAY : 4 TRIPS 4. NO. DAYS OF TRUCKS HAULING MATERIALS: 10 (OVER TERM OF CONTRACT) PARCEL NO. 554730 - 0270 THAT CERTAIN PARCEL OF LAND SITUATED IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON, BEING THAT PORTION OF BLOCK 4 OF THE TOWN OF SLAUGHTER AS SHOWN ON A PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, AT PAGE 56, RECORDS OF SAID COUNTY, AND THAT PORTION OF STREET VACATION BY ORDINANCE NOS. 481, 483 AND 493 OF SAID CITY, DESCRIBED AS A WHOLE AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID BLOCK 4, SAID CORNER BEING ON THE WESTERLY MARGIN OF "A" STREET SW (60 FEET WIDE); THENCE ALONG SAID WESTERLY MARGIN, SOUTH 00°56'04" WEST 75.00 FEET TO A POINT ON A LINE PARALLEL WITH AND 75.00 FEET SOUTHERLY OF THE NORTHERLY LINE OF SAID BLOCK 4, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE ALONG SAID PARALLEL LINE, NORTH 89°05'36" WEST 195.99 FEET TO A LINE PARALLEL WITH AND 13.00 FEET EASTERLY OF THE CENTERLINE OF THE AUBURN STATION BUS ACCESS DRIVE; THENCE ALONG SAID PARALLEL LINE SOUTH 00°55'44" WEST 178.59 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 19.00 FEET; THENCE ALONG SAID CURVE SOUTHERLY 7.18 FEET THROUGH A CENTRAL ANGLE OF 21°38'25" TO THE WESTERLY PROLONGATION OF THE SOUTHERLY LINE OF SAID BLOCK 4; THENCE ALONG SAID WESTERLY PROLONGATION AND ALONG THE SOUTHERLY LINE OF SAID BLOCK 4, NON -TANGENT FROM SAID CURVE, SOUTH 89'05'36" EAST 194.64 FEET TO SAID WESTERLY MARGIN OF "A" STREET SW; THENCE ALONG SAID WESTERLY MARGIN, NORTH 00'56'04" EAST 185.60 FEET TO THE TRUE POINT OF BEGINNING. SURVEY NOTES 1. HORIZONTAL DATUM: CITY OF AUBURN 2. VERTICAL DATUM: CITY OF AUBURN (NGVD29) PER CITY BENCHMARKS 12-E AND 12-B. 3. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF "A" STREET SW BETWEEN FOUND MONUMENTS AT THE INTERSECTION OF 1ST STREET SW AND 2ND STREET SW. BEING N 00'56'04" E. 4. EXISTING UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED FROM PLANS AND SURFACE MARKINGS DURING A SURVEY PERFORMED BY SYMONDS IN DECEMBER 1998. THE CURRENT STATUS OF THE UNDERGROUND UTILITIES HAVE BEEN VERIFIED BY O'BRIEN KREITZBERG IN JULY 2000. CONSTRUCTION SEQUENCE: 1. CALL FOR PRECONSTRUCTION CONFERENCE WITH THE CITY OF AUBURN. 2. VERIFY APPROVAL OF HAUL ROUTE. 3. ADJUST TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AND FENCING. 4. HAUL CONSTRUCTION EQUIPMENT AND MATERIALS TO THE PROJECT SITE. 5. CALL 1-800-424-5555 2 DAYS BEFORE DIGGING. 6. CONSTRUCT PROJECT. 7. VERIFY SITE STABILIZATION AND MAKE CORRECTIONS. 8. CALL CITY OF AUBURN FOR SITE INSPECTION. GENERAL CONSTRUCTION NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PLANS. 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. PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISION OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. 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. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATIONS. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. 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. Record Drawing Certification These drawings conform to the Contractor's construction records. By: - �L, w p 6 Date: Title/Position: P ATp Confirmed by City: M •AA&U Date: 0 3 L PROJECT REF: 13000 - 0425 3/i < ©1 P7 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. U o 0 0 zCN0 N 0) Uj w 0 U Cn M W z 0 LLJ LLI ¢ ch z z 0 cn = l� < d 0 z 0 N U J d m V EXPIRES: 4/9/2001---] W 0 O Q � C'3 a a O �CD Z �� _ � o11951 -0Z CLa ZCD a. m 4D m =3 ca Q Date: Mar 15, 2001 Job No.: W0.051.0 Drawn By: T.G. Checked By: P.P. Filename: W0510 Revisions: VICINITY MAP, SITE MAP AND TRUCK ROUTE C1 .�, Approved By: Date Approved: 3lisl n r "I't, 0,80 01 p/716 GRADING AND EROSION J to 0 w Q m a Cn Ln 0 V) w x 0 0 0 z Q 0 0 a 0 w Q 0 N U 0 w Q z w J U 0 0 U w 0 U NEW SOUND TRANSIT WATER SERVICE INSTALLED DURING STATION PROJECT. FUTURE 8' SIDEWALK TO BE - INSTALLED AS PART OF GARAGE PROJECT. -W W 12 W N SD- SD- N51 ° 3'081 (RA) } III IN •'.�T»i�Gli���: i4� III ' I { { •��. III I— •� •• • ••�' •�' •� � •••• •''�' •� �' III (n { III x { •.fll� D': III 0 3 I •: �f�.A�•�•fi�•.�.�5.:�:�':'.1:1•��•�. III Z I I { • '.•' ' III x I { ;T•�}'.••�t�'1'•••'•'�AT�R:•• � III III I I 11{ G III1- x IIS C�ELE i W HI x 1N II I I I I1 III x � III 111 N III 1 II I{I S4 x x III {II x I� III � Lij � NI �x I{I III ' 0 II I�Q000 I III II ;� o x NOTE: P.O.C. II' III z FOR GARAGE00 y Ill ( III WATER SERVICE III z x MAY OCCUR AT I I 12 SD EX. CITY WATER 1 LINE OR NEW x S.T. SERVICE WITHIN 2ND STREET OUT SW R/W. cn x S I c N D. x � \ S S D— S SEW4 SSMH 808-49 S W-8 W I DISCLAIMER NOTE: _BU_S___D_R1V_E__ 12" BASELT N 00°5544" E 187.70' 1 EX. GAS (ABANDONED) G- -G-- 1 BUILDING OUTLINE G PARKING GARAGE ENVELOPE AREA 39409 SQ. FT. (0.905 ACRES) F.F. EL. 81.11 6 }(TYP.) PARKING GARAGE FOOTPRING (TYP. 4 SIDES) `'m-am - Y0801, 4 12" _ C/L ALIGNMENT OF BUS ACCESS RIVE FROM CLIENT EX. CB EX. 12" PVC SS EX. I STORM KOR OUT \ A ;I\ S� �� 2 dT CAP BASE N k S ABC LT.. - HYD E3 .o BUILDING OUTLINE + n �0 5 S 6 (TYP.) `d 10 1 \EX. GPS_�ABANDONED T_ -� I IS S \ S EX. CB RIM=78.54 d (Q 2 c� �G— — 8 I PARKING GARAGE o PARCEL BOUNDARY 11 (TYP. 4 SIDES) 9 IE=77.00 SDMH RIM=80.49 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLE- MENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE EX. STORMCEPTOR _— -AID- OPERATIONAL. g� I175- G " I I ( N x 3:LW 00 � J � I x w 0 I N Z STAGING AREA L I I O �7) 1 w 00 0 Q z z Q 0 S z 0 � 2 � ASPHALT (OBSCURED EDGE) CB RIM=79.35 o (ABANDONED) 5-6" UNDERGROUND ELEC CONDUITS W/ EXPOSED ENDS ' N 3 1 F EA FOR INTERI PdE LR��} EX. SEWER Q x X— x— %t x �x x —x S S 48tO14 N 00'56'04" E 320.60' 0 �S� w� 2 BRASS DISK BASIS OF BEARINGS xI \L9 EXIST 18" F APPR DIRECTION �- SD W LARGE 'Y' I A ST. SW L' I 2" BR�SS „DIdK-/ 8"W� EX. TER W/LARGE X X. W TER �� 8„W B,,W - - EX. WATER S Un U- _ — — S- -+ W- SS - -W- W W I _ � I PP 1?�5 {BED LLJ :ThGI: AFEA. • =::: V) x UNDERGROUND CONDUITS FOR INSTALLATION w F FOR GARAGE. -- R AND COMMUNICATIONS 0E POWE N SYSTEMS SHALL TIE INTO NEW VAULT TO BE W INSTALLED BY PSE AT "A" STREET SW NEAR W ALLEY BETWEEN 1ST STREET SW AND MAIN STREET. (REF. DWG. PE-0004 OF AUBURN STATION CONTRACT (n DOCUMENTS). CONTRACTOR TO PROTECT UNDERGROUND UTILITIES. V) r I CTS ENGINEERS, INC. DESIGN IS BASE ON OTHERS SURVEY AS SHOWN ON THESE PLANS AS BACKGROUND. CTS ENGINEERS, INC. IS NOT RESPONSIBLE FOR ERRORS AND OMISSIONS CAUSED IN PART OR IN WHOLE BY INACCURACIES OF SURVEYING PERFORMED BY OTHERS. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. �I FIELD CHA tVGC AT SITE, RUN DP STRNIGH FROM OCTOBER 1 TO MARCH 30, EARTHWORK ACTIVITIES SHALL BE TO VAULT VV/ (�) T`s CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. Q 23' - G" AND ZV - 8` EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET FROF�tII VAULT. RG THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. -NOTE: FUTURE VAULT FOR POWER & COMM. LINES TO BE INSTALLED DURING STATION. PROJECT. P.O.C. (POI OF CONNECTION) FOR GARAGE PROJECT; UNDERGROUND CONDUIT HAS BEEN INSTALLED TO GARAGE SITE. (REF. DRAWING PE-00 OF AUBURN STATION CONTRACT DOCUMENTS) STO S 12" EX. SEWER SI 6" 8„W I S 20 10 0 20 40 SCALE: 1 " = 20' NOTES: OSILT � FENCES TO REMAIN IN PLACE FROM PRELOAD PHASE. ADJUST LOCATION(S) WHEN REQUIRED BY THE ENGINEER. IF FENCE IS RELOCATED, SUPPORT dT SILT FENCE PER CITY STD. DEf. DEV-6. O2 REMOVE CATCH BASIN. O3 INSTALL 20' WIDE ACCESS GATE. O4 RELOCATE POWER POLE AND OVERHEAD POWER LINE. COORDINATE WITH PUGET SOUND ENERGY. �4 OS REMOVE STORM DRAIN PIPE UP TO PARCEL BOUNDARY AND CAP O LOCATION OF CONCRETE COLUMN AND SHEAR WALLS. CONTRACTOR SHALL VERIFY LOCATION W/ STRUCTURAL PLANS. O7 NOT USED. O8 TEMPORARY SEDIMENTATION POND, VOLUME 3,000 CU.Ff. LOCATION MAY BE ADJUSTED BY CONTRACTOR TO FACILITATE CONSTRUCTION ACTIVITIES. (9�)DISCHARGE CONTROL STRUCTURE, SEE STANDARD DETAIL DEV-4. 10 INSTALL STORMCEPTOR, SEE DETAIL 1, SHEET C4. 11 40LF OF S" DIA. PVC TEMPORARY DRAIN PIPE 0 29'. 12 INSTALL CONSTRUCTION ENTRANCE. USE CITY STANDARD DETAIL DEV-5. INSTALL GAT-GH BASIN :P�PE 1, SEE SHEET G3. 14 SHORE VAULT AS REQUIRED FOR H2O LOADING. Record Drawing Certification These drawings conform to the Contractor's construction records. By: P.,�.-C�S Date: I DZ Title/Position: Confirmed by City: �V� •d2.X Date: 7 3 PROJECT REF: BLD00 - 0425 $ rS a/ These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: Date Approved: �/ O o Z 0 0 N 0' w 0 00 > `_" z CL o N W � z z 0 ( _ to It _ z r. w z w � � LO 0 N J J 1 Ld 9/2001 EXPIRES: 4/ W 0 � I o z < 0 9 0 c ~ CR Z �� — �C ' m c 3 10z CL 4m ®s m v Q Date: Mar 15, 2001 Job No.: W0.051.C1 Drawn By: T.G. Checked By: PP Filename: W051C2 Revisions: I as- DUICI z oz DEMOLITION PLAN TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN J 0 L. Q co 0 0 m 0 w X 0 0 M 0 z Q 0 0 J 0 w Q 0 U Ln 0 w a z w J a 0 U w 0 U) U NEW SOUND TRANSIT WATER SERVICE INSTALLED DURING STATION PROJECT, FUTURE 8' SIDEWALK TO BE INSTALLED AS PART OF GARAGE PROJECT. -W W 12 - W N SD- SD- N51° 3'08Y'E (RA ) III III �- I III III U) III 12" GATE VALVE III 111 AT SOUND 1­\, III' TRANSIT (S.T.) TIE - Z Z 1 III IN LOCATION f IIIN II I TO CITY WATER. IIIII p G- Ilb II e-S S D-- I II -- "� EC LE -W III �� 14 A� I IlL III II �� III III N III I III S III L0j III III 1 it -- 6 S I' III III 13 III' II �, II w II 1S S ,N Ili L00 III II z NOTE: P.O.C. 00 FOR GARAGE IIITIII WATER SERVICE qi0YPE MAY OCCUR AT 12 SD 16 EX. CITY WATER 2 , LINE OR NEW 6 S.T. SERVICE WITHIN 2ND STREET ` 15 S R/W. " 16 14 HYD. o 0 STORM SEWER CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. 2. ALL STORMS DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED "DUMP NO WASTE -DRAINS TO "EITHER" STREAMS, "WETLANDS", OR "GROUNDWATER" AS APPLICABLE. SANITARY SEWER CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTIONS PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 2. UNLESS OTHERWISE APPROVED, THE CITY OF AUBURN SHALL DO ALL CONNECTIONS TO EXIST. SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFlLL AND PAVEMENT RESTORATION. WATER MAIN CONSTRUCTION NOTES: 1. 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 EX. STORMCEPTOR CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A-21.4 OF LATEST REVISION. i 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF 42". 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR 12" / AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER 12". 4. 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. 5. 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 I ANSI SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION. 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE PROCEDURE FOR WATER -PRESSURE TESTING WATER MAINS AND THE LATEST (= I r L.D C HA NGG PIT PROVISIONS OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL _J SITE. RUN DP STRAIGHT FURNISH ALL EQUIPMENT NECESSARY TO MAKE THE TEST, AND THE CONTRACTOR TO VAULT W/tzl T's SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE 0Z3'-G" AID Z3 --9" TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS FROM VAULT. @ CONTRACT, INCLUDING ALL CONNECTIONS TO EXIST. MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 7. DISIFENCTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CON- NECTION TO THE EXIST. WATER MAINS AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C 601. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM CITY OF AUBURN PRIOR TO CONSTRUCTION. 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS NOTE: FUTURE VAULT SHALL BE PER CITY OF AUBURN STANDARD DETAILS NUMBER WASM 2 AND FOR POWER & COMM. 5. SERVICE SHALL BE 2". THE CITY OF AUBURN WILL INSTALL THE METER. LINES TO BE INSTALLED 10. RESTRAINED JOINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90- DURING STATION. BENDS, AND SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING SHALL PROJECT. P.O.C. (POINT ALSO BE USED. SEE STANDARD DETAIL WABL-1. OF CONNECTION) FOR 11. NOT APPLICABLE. GARAGE PROJECT; 12. NOT APPLICABLE. UNDERGROUND 13. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE CONDUIT HAS BEEN ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN INSTALLED ACCORDANCE WITH THE CITY OF AUBURN's STANDARD DETAIL NO. STFG-1. TO GARAGE SITE. 14. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION (REF. DRAWING PE-0004 SYSTEMS, AND TO BE INSTALLED PER CITY OF AUBURN's DETAILS. OF AUBURN 15. NOT APPLICABLE. STATION CONTRACT 16. NOT APPLICABLE. DOCUMENTS) LEGEND: 0 2" DIA. WATER METER AND SERVICE LINE, SEE STANDARD DETAILS WASM-2 AND WASM-5. EXACT LOCATION TO BE DETERMINED BY MECHANICAL ENGINEER. N INSTALL NEW 6" D.I. CL 52 WATER PIPE. TESTING, FLUCHING AND PURITIES 0 PER CITY OF AUBURN STANDARDS. SEE CITY DCS7.01.4(D) AND FIRELINE 9 I SHALL BE INSTALLED BY A "U" CERTIFIED CONTRACTOR. INSTALL DOUBLE CHECK VALVE ASSEMBLY PER STD. DETAIL WACV-1 IN FUTURE SI MH RIM=80 4 STO SPRINKLER RISER ROOM. USE WALL -MOUNTED P.I.V. (LOCATION TO BE - - - DETERMINED IN THE FIELD). FOR DETAILS SEE FIRE SYSTEM DRAWINGS II - AND ADDITIONAL NOTE ON THIS SHEET. SSMH 12" EX. SEWER 4 INSTALL STC 900 STORMCEPTOR, SEE DETAIL 1 ON SHEET C4. CONNECT S- - - 12 EX. SEWER _S S �I S �- S „- - FOOTING DRAINS AND ROOF DRAINS TO THIS STRUCTURE. CONTRACTOR Ln 808�- � 4 o 12 EX. SEWER TO FIELD VERIFY LOCATION AND ELEVATION OF EXISTING STORM PRIOR 808-49 S N 00°56'04" E 320.60' < ��� w� �' o I TO ORDERING STORMCEPTOR. „ �-1- �6�c 566F. OF 7 non D\m DAIAI DIDc 01.� (l/IA�) (`nA�A�CrT 2 BRAS DISK BASIS OF BEARINGS x 5 INS;466W LARGE "X" � AST• SW ` i I I 2 BR� 9D19K O ST-GPMGEPTnTO `�A+G ,+ o _ 4*PE-4. 8„W EX. TER W/LA GE X C� 8"W I . W T:ER �8„W 8"W EX. WATER c� cn �_ W_ - �W I 6 �W 8 W " __EX SI-- -W- -W- W-+ -W ----- I -(- _ \ - � -n Rin�n" MIP a---' S FIRE SPRINKLER NOTE SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE SITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. 2' Car w ��DS�IE 12 C/L ALIGNMENT OF BUS ACCESS RIVE FROM CLIENT \ 12" EX. CB EX 12" PVC SD EX. STORM FOR --So-` STD o PROPOSED CURB ALIGNMENT FROM CLIENT \ S� �S 72 \ BASE LT N 00°55'44" E 187.70' 8o BASE `�' HYD. \ �� D 0 11 `� S72°35'53"E \ (RAD) 0=16 28'23" BUILDING OUTLINE R=61.00' L=17.54' ` 5 w 4 D--, a } PARKING GARAGE ENVELOPE AREA D12 39409 SQ. Ff. (0.905 ACRES) F.F. EL 87.11 @ COMMERCIAL SPACE `- f.F. EL. 80.75 0 ENTRY � ENTRY DRIVE BUILDING OUTLINE Or w �M// �� 12 "SD 11 SSMH _S EX. SEWER - - - S - DISCLAIMER NOTE: CTS ENGINEERS, INC. DESIGN IS BASE ON OTHERS SURVEY AS SHOWN ON THESE PLANS AS BACKGROUND. CTS ENGINEERS, INC. IS NOT RESPONSIBLE FOR ERRORS AND OMISSIONS CAUSED IN PART OR IN WHOLE BY INACCURACIES OF SURVEYING PERFORMED BY OTHERS. ASPHALT (O SOURED EDGE) 14 00°56'0 E 2 .O(� U S 00 0 Q0 060 Ln 0 lb) 00 i 9.93' SDMH RIM=80.49 5-6" UND RGROUND ELEC CON UITS Wf EXP ED ENDS cV N 9� EXIST 18" F 'ROS ECTION EX,. STORM SD `SS i P P¢ T � - . EL: -80.60 LLJ l 7 OIL/WATER SEPARATOR (800-GALLON, BAFFLE TYPE). SEE CITY OF BELLEVUE w O STD. DETAIL S-23. CONNECT ALL FLOOR DRAINS (OTHER THAN ROOF) TO cn �� UNDERGROUND CONDUITS FOR INSTALLATION I THIS STRUCTURE. FOR DETAILS SEE MECHANICAL DRAWINGS. f- INSTALL 6"0 PVC WYE AND CONNECT TO BUILDING WASTE LINE 2ND STREET CURB & GUTTER BY OTHERS POINT NORTHING EASTING FLOW LINE TOP OF CURB 1 N 1653333.64 114716.77 81.02 81.52 is 1653333.89 114679.05 80.96 81.46 2N 1653353.78 114716.81 80.32 81.32 2S 1653353.17 114679.17 80.76 81.26 3N 1653373.79 114716.93 80.59 81.09 3S 1653375.30 114678.82 80.55 81.05 4N 1653393.79 114717.05 80.39 80.89 4S 1653393.17 114678.40 80.35 80.85 5N 1653413.79 114717.18 80.19 80.69 5S 1653413.16 114678.01 80.15 80.65 6N 1653433.80 114717.30 79.97 86.47 6S 1653433.16 114677.63 79.95 80.45 7N 1653453.80 114717.43 79.75 80.25 7S 1 1653453.15 114677.24 79.75 80.25 OF POWER AND COMMUNICATIONS FOR GARAGE. W I DO NOT CONNECT WASTE LINE TO OIL/WATER SEPARATOR. SYSTEMS SHALL TIE INTO NEW VAULT TO BE "A" LLJ INSTALLED BY PSE AT STREET SW NEAR O INSTALL 80LF. OF 6" DIA. PVC SEWER PIPE. CONNECT TO EXIST. ALLEY BETWEEN 1ST STREET SW AND MAIN STREET. STUB OUT AT THE R/W LINE. IE.=74.80 AT STUB -OUT MUST BE (REF. DWG. PE-0004 OF AUBURN STATION CONTRACT VERIFIED IN FIELD. PIPE GRADE TO BE 1% (MINIMUM). DOCUMENTS). CONTRACTOR TO PROTECT 10 INSTALL TAPPING TEE UNDERGROUND UTILITIES. (1) 12"02-W TAPPING TEE LEGEND CONT.: F- N (1) 6" TAPPING VALVE LOCATION TO BE DETERMINED FROM DOUBLE CHECK VALVE ASSEMBLY IN SPRINKLER 12 COMMERCIAL DRIVEWAY PER STANDARD DETAIL STDW-1C BY OTHERS. I 11 RISER ROOM. FOOTING AND ROOF DRAINS. (SEE BUILDING DRAWINGS) 13 CONCRETE CURB &GUTTER BY OTHERS. 14 VERTICAL SAWCUT. 15 CLASS B ASPHALT PATCH PER STD DEf. GEPT-I. ALL SAWCUT PATCHES SHALL BE A MIN. OF 6' WIDE. 16 PROTECT EXISTING CURB AND GUTTER. 20 10 0 20 40 SCALE: 1" = 20' Record Drawing Certification These drawings conform to the Contractor's construction records. r PROJECT REF: BLD00 - 0425 0 1f o f These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: iD&�h 'v`'> Date Approved:�� D / 0 0 z o o N m 0 z00 > 0 1 w U) z z 0 Cn _ LO _<� F � w r` w zo `n > l() o J N J _I m 0- - ON 6 .q ' b W �m E;PIRES: 4/9/2001 W o ow Q � .c (� a c Z � Z <C > > 0.o n zce cc m 00 M 0 Q Date: Mar 15, 2001 Job No.: W0.051.0 Drawn By: T.G. Checked By: G.W. Filename: W051G Revisions: I AS - f UICr 2 a2. STORM DRAINAGE, SANITARY SEWER AND WATER SUPPLY PLAN C 3 030 17/6 Q 0 0 z Q 0 0 J li O w 0 U 0 w Q z W J L 0 0 U w D O Of QL t!) U STORMCEPTOR COVER AND GRATE 32"-0 GRADE ADJUSTERS TO SUIT FINISHED GRADE VARIES I8" 1 e- 4 a STORMCEPTOR INSERT —\ INLET WEIR 72"0 \ ��11111 Ll I 0410 ■ �, hL 1 DROP INLET PIPE ,, D.00UTLET . . SECTION THRU CHAMBER LID EL. 81.75' 5" TOP EL. 80.42' 6"0 OIL CLEANOUT --� 6 7" OUTLET U t 18' 16" 1 i L —INV EL. 76.00' RUBBER GAS PER ASTM C SEE NOTE e- OUTLET CONNECTION DETAIL ' 4" TO 6" a e OVERLAP NOTE : 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE INLET AND OUTLET WHERE APPLICABLE. 2. THE COVER SHOULD BE POSITIONED OVER THE OUTLET DROP PIPE AND THE OIL CLEANOUT PIPE. 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OF THE FOLLOWING U.S. PATENTS: #4985148, #5498331, #5725760, #5753115, #5849181. ENLARGED INLET TEE DROP PIPE (0 a o0 O z — N o N co °' w a U 00 z 0 w E Uj ¢ Of z z O GO = LO D of co w zo w v' > In U J Ny O JLd V m U U4"T-J' EXPIRES: 4/9/2001 W DETAIL 1 a N.T.S. o 3 Q � �R V C c ~ C0 Z C AMMC Me CD 3 z Q CL CID Z CD M� W '® V Q Record Drawing Certification These drawings conform to the Contractors construction records. By: 1 �'��Tf Date: 0 Title/Position: Confirmed by City: M A&K Date: L 03 PROJECT REF: BLD00 - 0425 3//r/oi These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: Date Approved: j Date: Mar 15, 2001 Job No.: W0.051.0 Drawn By: T.G. Checked By: GA Filename: W051C4 Revisions: UTILITY DETAILS C4 1 or- �, 03_ 1 Z+ , { 0.3D )7/6 1. SIDEWALK ELEVATIONS TO MATCF FLOOR ELEVATIONS AT THE CENTER OF EACH BAY AT THE BUILDING 2. BE CAREFUL TO NOT DAMAGE EXISTING SLEEVES & CONDUIT WHEN INSTALLING DRAINAGE SYSTEM 12" SQUARE NDS CAST IRON GRATE w/ 3/8" WIDE OPENINGS SLOPE CB TYPE 50 4" CONC. SLAB w/ 6"x6"x#10 W.W.F., TYP. 4" PVC MAIN DRAINAGE PIPE w/ MIN. 0.5% SLOPE GRAVEL, TYP. EARTH 4" PVC PIPE w/ MIN. 0.5% SLOPE TO MAIN DRAINAGE PVC M O -- - - -� LIVI I I I \/LL `1 V IVI\LJ JI InVLV nl\LnJ TO HAVE C.J. ALL SIDES 'A' STREET- SIDEWALK PLAN. 1"=107-Oil CLEAN OUT — 2'X2'X1' CONC, PAD 4" CONC. SLAB w/ 6"x6"x10 W.W.F., TYP. SLOPETO CURBGRAVEL, TYP. &WE TO CURB . .. • �eIk y flb fla flap r 1I1 •. • • : • • 1[1 0©0o000oo00Eao0d0 0 0000obdO000 O a a a 0 0 0 aaa000 a 0 0 0 00 a a :-; aa0dbo d O O fl d O O d d0dO fl d d O O fl fl cfl fl d fl dd O fl d a a d 0O 0fl ofl Oao a O d a a d b 0 a a a 6 aoa ab f 0 7 ELEC. CONDUIT (E) EARTH IRRIGATION SLEEVE (E) ---•�� REINSTALLED IRRIGATION SLEEVE B.F.F. 30„ -- 6" PVC PIPE TO STREET CB w/ MIN. 1 % SLOPE GAS LINE SECTION 0 DRAIN SECTION 0 TYPE 1 CATCH BASINS 1- 1 -0 2 S o 00 r 0M W co U1La U Q O a N o � - J m N � Caw Y Y 'y STREEr" SW EXPIRES: 4/9/2002 —� STREET CURB PER CITY REQUIREMENT ASPHALT ROAD SEE CITY EXIST'G TYPE 1 CB RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFC)W TO I HE CONTRACTOR'S CONSTRUCTION RECORDS BY Y I I DATE `7JZ TITLFJPOSITION: CONFIRMED BY CITY.,DATEe3 PROJECT REF. G ►=q_ _ - uo Z S THESE PLANS ARE APPROVED FOR CfOA FORMANC:E IMTH TW CITY OF AUBURN'S FNIlWNFFRINC LWISIO N J6+IENTS. APPROVED BY: DATE APPROVED. Date: December 20, 2001 Jab No.: WO.051.C1 Drawn By: 1H Checked By Filename: 034AO- 4 Revisions: "A" STREET SIDEWALK PLAN C 5 0.1 © I7/A 0 m Ln 0 LL x II SEC 13 W.M. T 21 N R 4E AUBURN PARKING GARAGE PRELOAD ST � w J 15THST SW BWI)RARY W VICINITY MAP N.T.S. z o Q z z 22N AUhURDI D 15TH ST MUNICIPAL Nw AIRPOR NE �' 14 z Cn PROJECT SITE 3RD z 4TH ST J� m m V Q MAIN ST m E MAIN S �� A AUBU 3RCR0 4TH ST SW r U) w /> c/) U) C0 c/� U) 15TH ST SW Q 17TH STI 21 ST ST I W. MAIN I ST. PROJECT SITE � IN IN � WE FILL � z cn U J� m z Q- z I� o_ � Q � 0 1 ST ST SW 0 2ND ST SE �20\ST SW cn IN/OUT SW - OUT Q IN O 3RD S SW �:D � CROSS mSl >E Q IN l _ 1 SR 1 II � 1� AUBUR w t0 V) O cf) t!� SITE MAP HAUL ROUTE N.T.S. TRUCK DATA NOTES 1. HAUL ROUTES ARE PRELIMINARY AND SUBJECT TO CHANGE PER CITY OFFICIALS. 2. NO. OF TRUCKS : 7 TRUCKS 3. NO. OF TRUCK TRIPS/ DAY : 7 TRIPS 4. NO. DAYS OF TRUCKS HAULING FILL MATERIAL : 6 DAYS MAIN ST. E W l­-- Cn .. 4TH ST PARKING GARAGE PARCEL DESCRIPTION. PARCEL NO. 554730 - 0270 THAT CERTAIN PARCEL OF LAND SITUATED IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON, BEING THAT PORTION OF BLOCK 4 OF THE TOWN OF SLAUGHTER AS SHOWN ON A PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, AT PAGE 56, RECORDS OF SAID COUNTY, AND THAT PORTION OF STREET VACATION BY ORDINANCE NOS. 481, 483 AND 493 OF SAID CITY, DESCRIBED AS A WHOLE AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID BLOCK 4, SAID CORNER BEING ON THE WESTERLY MARGIN OF "A" STREET SW (60 FEET WIDE); THENCE ALONG SAID WESTERLY MARGIN, SOUTH 00°56'04" WEST 75.00 FEET TO A POINT ON A LINE PARALLEL WITH AND 75.00 FEET SOUTHERLY OF THE NORTHERLY LINE OF SAID BLOCK 4, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE ALONG SAID PARALLEL LINE, NORTH 89°05'36" WEST 195.99 FEET TO A LINE PARALLEL WITH AND 13.00 FEET EASTERLY OF THE CENTERLINE OF THE AUBURN STATION BUS ACCESS DRIVE; THENCE ALONG SAID PARALLEL LINE SOUTH 00°55'44" WEST 178.59 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 19.00 FEET; THENCE ALONG SAID CURVE SOUTHERLY 7.18 FEET THROUGH A CENTRAL ANGLE OF 21°38'25" TO THE WESTERLY PROLONGATION OF THE SOUTHERLY LINE OF SAID BLOCK 4; THENCE ALONG SAID WESTERLY PROLONGATION AND ALONG THE SOUTHERLY LINE OF SAID BLOCK 4, NON -TANGENT FROM SAID CURVE, SOUTH 89°05'36" EAST 194.64 FEET TO SAID WESTERLY MARGIN OF "A" STREET SW; THENCE ALONG SAID WESTERLY MARGIN, NORTH 00°56'04" EAST 185.60 FEET TO THE TRUE POINT OF BEGINNING. NOTES 1. HORIZONTAL DATUM: CITY OF AUBURN 00 2. VERTICAL DATUM: CITY OF AUBURN (NGVD29 VERT.) PER CITY BENCHMARKS 12-E & 12-B. CN 3. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF "A" STREET SW BETWEEN FOUND MONUMENTS AT THE INTERSECTION OF 1ST STREET SW AND 2ND STREET SW. BEING N 00°56'04" E. CD 4. EXISTING UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED FROM PLANS AND SURFACE MARKINGS DURING A SURVEY PERFORMED BY SYMONDS IN DECEMBER 1998. THE CURRENT STATUS OF THE UNDERGROUND UTILITIES HAVE BEEN VERIFIED BY O'BRIEN KREITZBERG IN JULY 2000. CD 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. CD 4. HAUL PRELOAD FILL MATERIAL TO THE PROJECT SITE. 5. COMPLETE FILL CONSTRUCTION. CD 6. VERIFY SITE STABILIZATION AND MAKE CORRECTIONS. 7. CALL CITY OF AUBURN FOR SITE INSPECTION. GENERAL CONSTRUCTION NOTES: ry 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA)» CD STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PLANS. 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. PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISION OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. 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. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATIONS. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC dM ���' ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL 9 9 330 METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND C13nI3038 DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. rRecordwing Certification ings conform tothe Contractor's construction Date: n: by City: Date: PROJECT REF: Gr +�-+A oo -. �' a 8 r s-J:.t /e `v'J' These plans are approved for conformance with the / City of Auburn's Engineering Division requirements. Approved By: E. ViL'L�ti�1-.- Date Approved: i 0 o z N o N w 0 00 z 0 w z z O p cn z LO U) w w "' o > C J N J J w m U'lk" " u W � EXPIRES: 4/9/2001 W 0 Q 0 Q = a J J c 0 ca o ~ Z Q 43) C c� o _ � Q aC J > 0- w c� m Z � a M� W � m M U Q Date: 12-20-2000 Job No.: W0.051.C1 Drawn By: T.G. Checked By: G.W. Filename: W05lT1 Revisions: VICINITY MAP, SITE MAP AND TRUCK ROUTE Tl i 030 17/6 w Cn Q 0 0 0 cri LL w x 0 0 0 N N C� z a 0 0 —1 a- L.� 0 w Q 0 N I— Ln 0 3-1 L� Q z w J L.� U O O U w 0 ry Cn U CD z Y ry Q a_ z m Q L� Q z U w 0 V) U bN/AVLL )A TRACKS O o 0 RAILROAD TRACKS - I CD O O O --I BEGIN CURB TRANSITION RAILROAD TRACKS GRADING AND EROSION CONTROL NOTES: 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE -� CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY / BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLE- MENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. --W W C/L ALIGNMENT OF BUS ACCESS DRIV FROM C\IENT I —✓✓� — — — — cD----�\ \ CONCRETE 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED CONTROL POND � E � PVC D—SD— 14 CONCRETE SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE - - - \ x AND OPERATIONAL CONCRETE SWALE O RAILROAD TRACKS AL D PLASTIC & GRANITE O STEPPING PAD EDGE OF CONCRETE O f� — _ SD X _ _ i ASPHALTCn - _ _ _ -_ _ \�� \ 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER - - - - - S° I m CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS — ` \X/ — — COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. r — — — — — — — — — — — — 13 L= - - - `�'\ / / •' �� N 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION o I! II D�� " AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS 6 / `'V \ \ \ I� - -�- ` - �' � w\ �-' *� ` I '� MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: ' N �� - / / � 0 FINISHED FLOOR \ \ /'I CO- \� M / \ �� o / ELEV. = 80.50 I N ; J � \ ` J �/ � a � �, FROM OCTOBER 1 TO MARCH 30, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. I / \\ ® I D ' \� 11 N \�I \�� os EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET \ m D THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 \ HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET I �� /I \ THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE CB \ / / EX. GAS (ABANDONED) s— I EX.I GAS (ABANDONED +� — — TOE OF I I I STABILIZED IMMEDIATELY. SITE STABILIZATION SHALL BE AS -G- — t ,d REQUIRED BY THE CITY OF AUBURN. SD -- � -S � W � T d SLOPE �� 1 I I LEC 1 II TOES OF SLOP 3 82.20 00 TF 83. 4 \ \ ( NOTES: 1 S E DETAIL o \ I ' oo _ _ _ 2 C2 \ R M EX.0 8.54 � II \\ 1 REMOVE MANHOLE ABANDON PIPE PER STD. SPECS. C �' ---- \ I I70 - -? \� 2 -5% - I I �� I� O CATCH BASIN TO REMAIN AND ADJUSTED TO GRADE, SEE SECTION B-B. \ I SSMH 1 / I 0 11 o l m D / , - M S 0 1 O3 ABANDONED GAS LINE TO REMAIN. "CONTRACTOR TO EXISTING CON OUR I� I /82.2 � / � / I ROUTE STORM WATER LINES (TYP.)7 o / - , / o " I - _ I I O4 RELOCATE POWER POLE, OVERHEAD POWER LINE, AND GUY ANCHOR � D I COORDINATE WITH PUGET SOUND ENERGY. N x m \ ORIGINALLOT L E I `\ \ 1 , O5 REMOVE CATCH BASIN, REMOVE CONNECTING PIPES AND CAP PIPES \ I I AT PARCEL BOUNDARY. FILL PIPE AT PARCEL BOUNDARY W/ CONTROLLED 0 �\ " \ I I DENSITY FILL. X I © INSTALL CONSTRUCTION ENTRANCE. UPGRADE TO CONFORM TO STANDARD DETAIL DEV-5. X O7 NOT USED. mom` J INSTALL 20' WIDE GATE PER STD. PLAN L-3. / Co m r dd " 9 RELOCATE CB 12 FEET SOUTH, ADJUST TO GRADE AND RECONNECT TO zlV ov � oA I I r'a �o 'o 9 d I I EXISTING PIPE. ABANDON PIPE TO WEST. �J No� o f� � Z /m � � 83.04 o �x _ _ - - = ��� _ I l� 10 INSTALL FABRIC SILT FENCE ON CONSTRUCTION FENCE ON +.-E ,- EAST SOUTH WEST S SIDES OF SITE SEE DETAIL 1 ON C2 FeAwl D.ISCLAIMER NOTE: I CTS ENGIN ERS, INC. DESIGN IS BASE ON OTHERS SURVEY AS SHOWN ON THESL PLANS AS BACKGROUND. INACCURACIES OF C. IS NOT SURVEYING URVEYING�PERFORM PERFORMED BYOOTHERS. ORS AND OMISSIONS CAUSED IN ART OR IN WHOLBY --- - -----x I - EX. STORM EX. STORM —SD - 11 INSTALL FABRIC SILT FENCE ONLY - SEE CITY STD. DETAIL DEV-6. — M K: GRAVEL ?1 II ZE 14 12 INSTALL CONSTRUCTION FENCE ONLY. 10 0 EX. EX. SEWER > -_ A S o S S� \ S Ex. SEWER 13 PROTECT REMOVE CB AND ABANDON PIPE. - - -- - - � - --UNB€I�GROU - - -�,- - - - - 14 LOCATION SILT FENCE TO JOIN CONSTRUCTION FENCE. �g/3,�r�,� /J///[/�' x X UTILITIES �1�LJ Al J D D FTI EX. WATER W EX. WATER W KEY: W X I V 0-a M m TF TOP FILL WF WEST FACE >- INDICATES SLOPE x CONSTRUCTION FENCE (CF) OR CF WITH ATTACHED SILT FENCE RECEIVED FIG FINISHED GRADE SILT FENCE DEC 2 8 2000 * EF EAST FACE DITCH i-- � WA i 20 10 0 20 40 SCALE: 1 " = 20' Record Drawing Certification These drawings conform to the Contractor's construction records. By: Date: Title/Position: Confirmed by City: Date: PROJECT REF: C-rXA These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: tw- �Y1 Date Approved: o (0 0 Z N O o N LJj Co 0 Uj 0 5 z W w w o LEI c� z0 z N = o- M V) w w vj 0 LWJ N J 0 J J `n m ON .n tn Ci N ►� o 0 raw 2 % a) a �aN w3 N v VQ �m W EXPIRES: 4/9/2001 W 0 Q E C 0 _ t+ J R (.9 UL ca ~ rn Z o _ Q cis �3 oC 0 .a Z J >> ^Q I..L W v� � ma a V M W C m U Q Date: 12-20-2000 Job No.: W0.051.C1 Drawn By: T.G. Checked By: G.W. Filename: W051T2 Revisions: DEMOLITION PLAN TEMPORARY EROSION SEDIMENTATION CONTROL PLAN T2 03.D 1714 w Cn a _m O m 0 w ry CD 0 0 N N C7 Z Q Of 0 0 J L.� O w 0 ro 0 w Q z W J LL 0 0 U W O Of Cn U IWEST PROF LINE BOUNI SLOPE 2: DATA _-- 65.00 DATUM ELEV 65.00 0 N et Co N •- rn 0 a; O r- r- W 1 +00 2+00 SECTION A SCALE: H:1=20' V:1=2' PROPOSED GARAGE BUILDING TOP OF EDGE OF FILL (TYP.) SLOPE 1:1 SEE DETAIL 3 THIS SHEET 80 :................. 78 :.......;........ 76 :................. 74 :................. DATUM ELEV 65.00 -,--SEE DETAIL 3 THIS SHEET M 7 O U� .- 0; Q) 0) O 00 n r- r- ao 1 +00 00 co LO N O) � r r- n r r- 0000 1 +00 2+00 SECTION C SCALE: H:1=20' V:1=2' 3+00 2..0 10 0 20 40 SCALE: 1 " = 20' SECTION B SCALE: H:1=20' V:1=2' TEMPORARY CHAIN LINK FENCE IE. 82.20 2+00 —1 PRE —LOAD" x FILL OFFSITE I PROJECT SITE �x rni ^nr DETAIL 1 N.T.S. 10' (MIN.) SLOPI DETAIL 3 N.T.S. FILTER FABRIC * CRUSHED ROCK FRAME &c GRATE a co J `ALLOW 2' MIN. OVERHANG OF FILTER FABRIC. FILTER FABRIC OVERHANG MUST BE COVERED RECEIVED WITH 14" CRUSHED ROCK. DETAIL 2 DEC 28 2000 N.T.S. PCL - WA [Recordwing Certification ings conform to the Contractor's construction Date: n: by City: Date: PROJECT REF: 0,90 om—©o z 9P I s Ir. s/ooy These plans are approved for conformance with the / City of Auburn's Engineering Division requirements. Approved By: ��, �►,t.t.J • �5-- Date Approved: �' � -7 D 0 U 0 0 OLLJ N 00 0 w U V) 00�' z O LLI Z Z fY O N = 0 = Q V) w W "' > 0 U � O J0 ,Ny V Li a_ - m U Uq01^ O N o W EXPIRES:. 4/9/2001 W Q O .0 Q � J Cd o _ Q CM C_ o ais cis a� 0 Q J c 0 ma z Q_ a Q Date: 12-20-2000 Job No.: W0.051.C1 Drawn By: T.G. Checked By: G.W. Filename: W051T3 Revisions: PROFILES AND DETAILS T3 o3D r7/6