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00D1564
CALL BEFORE YOU DIGS 1-800-424-5555 COVER SHEET A PORTION OF N.W. 1/4 OF SECTION 12, TOWNSHIP 21 N, RANGE 4 E, W.M., AUBURN, WA ZO INDEX OF SHEETS: C1 OF 8 COVER SHEET ZONE C2 OF 8 GRADING AND STORM DRAINAGE PLAN C3 OF 8 CROSS SECTIONS C4 OF 8 NOTES AND DETAILS C5 OF 8 WATER AND SANITARY SEWER PLAN C6 OF 8 OVERALL CONCEPTUAL UTILITY PLAN C7 OF 8 PHASING PLAN C8 OF 8 CONCEPTUAL ROUGH GRADING, SURCHARGE, AND TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN R1 OF 3 10TH STREET N.E. - ROADWAY IMPROVEMENT PLAN R2 OF 3 10TH STREET N.E. - ROADWAY IMPROVEMENT PLAN R3 OF 3 STREET LIGHTING, CHANNELIZATION AND SIGNING PLAN SPECIAL NOTES: 1. ALL IMPORTED FILL MATERIAL WILL ORIGINATE FROM A SOURCE APPROVED BY THE CITY. 2. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE TO REDUCE DUST EMISSIONS DURING CONSTRUCTION ACTIVITIES AND SWEEP ALL AFFECTED PUBLIC ROADS TO REMOVE MUD DEPOSITED DURING CONSTRUCTION ACTIVITIES. 3. IF ANY ITEMS OF POSSIBLE CULTURAL OR HISTORIC SIGNIFICANCE ARE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, WORK SHALL BE HALTED IN AN AREA LARGE ENOUGH TO MAINTAIN INTEGRITY, AND THE CITY AND STATE OFFICE OF ARCHEOLOGY AND HISTORIC PRESERVATION AND THE MUCKLESHOOT INDIAN TRIBE SHALL BE IMMEDIATELY CONSULTED. EARTHWORK OUANTITIES: CUT: 69800 C.Y. FILL: 800 C.Y. LEGEND: PROPOSED TYPE I CATCH BASIN PROPOSED TYPE II CATCH BASIN PROPOSED CORRUGATED POLYETHYLENE PIPE EXISTING TYPE I CATCH BASIN EXISTING TYPE II CATCH BASIN EXISTING STORM LINE PROPOSED SPOT ELEVATIONS EXISTING CONTOURS PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER LINE PROPOSED WATERMAIN PROPOSED WATER VALVE PROPOSED TEE PROPOSED CONC. BLOCKING PROPOSED 90' BEND PROPOSED 45' BEND FIRE HYDRANT EXISTING WATERMAIN EXISTING WATER VALVE EXISTING FIRE HYDRANT STANDARD PAVEMENT PROPOSED CONCRETE �1 V FCC ZONED ENGINEER: BARGHAUSEN CONSULTING ENGINEERS, INC. CONTACT NAME: DANIEL K. BALMELLI PHONE NUMBER: (425) 251-6222 SURVEYOR: BARGHAUSEN CONSULTING ENGINEERS, INC. CONTACT NAME: F. MICHAEL HOTES PHONE NUMBER: (425) 251-6222 ARCHITECT: DORBTRITZ ARCHITECTS CONTACT NAME: JOHN DORBRITZ PHONE NUMBER: (310) 455-1264 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. t �-f 11 File: P:\SDSKPROJ\6292\ENGINEERING\6292101.DWG Date/Time: 05/28/1999 16:03 Scale: 1=100 jason Xrefs: Z6292-S,Z6292-T,Z62921 B,Z6292-H 1, CONSTRUCTION SEQUENCE/PHASING SCHEDULE 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. 5. INSTALL PERIMETER INTERCEPTOR DITCHES ALONG THE PERIMETER OF PROPOSED WORK. 6. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION, 7. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 8. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 9. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. 10. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO POND. 11. ALL DISTURBED AREA AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 12. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES INCLUDING DUST CONTROL SHALL BE PROVIDED AFTER FILL OPERATIONS COMPLETED. 13. STABILIZE/HYDROSEED EXPOSED AREAS. 14. CLEAN STORM DRAINAGE SYSTEM. EXCAVATE ALL ACCUMULATED SILT FROM DETENTION POND. 15. INSTALL UTILITIES PER APPROVED PLANS. 16. PROVIDE CATCH BASIN PROTECTION ON ALL NEW INSTALLED CATCH BASINS. 17. FINE GRADE SITE AND PREPARE FOR PAVEMENT. 18. COORDINATE BUILDING CONSTRUCTION WITH SITE WORK CONTRACTOR. 19, FINALIZE UTILITY AND PAVING CONSTRUCTION AND CLEAN ALL UTILITIES AS REQUIRED. 20. INSTALL LANDSCAPE AND LIGHTING FIXTURE FOR THE SITE. 21. INSTALL CONDUITS AND HANDICAP RAMPS AT 10TH STREET N.E. AND "D" STREET N.E. 22. INSTALL THE FIRST LIFT OF PAVING, AT THE INTERSECTION ONLY, FOR THE 10TH STREET N.E. ROAD WIDENING. 23. GRIND INTERSECTION 2" BELOW EXISTING ELEVATIONS OR PER THE DIRECTION OF THE CITY OF AUBURN. 24. INSTALL DETECTOR LOOPS JUST PRIOR TO FINAL LIFT OF ASPHALT INSTALLATION. 25. INSTALL FINAL ASPHALT LIFT OVER THE ENTIRE INTERSECTION AREA AFFECTED BY CONSTRUCTION ACTIVITIES PER THE DIRECTION OF THE CITY OF AUBURN. 23, MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT-LADENWATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES CAN REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. 24. COMPLETE INSPECTION/ PUNCHLIST GENERAL PLAN 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) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD 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 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 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. 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 REGULATION. 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. NOTE: REFER TO GEOTECHNICAL REPORT DATED 6/96 BY AGRA EARTH AND ENVIRONMENTAL. INCORPORATE THIS REPORT INTO THE PROJECT. VICINITY MAP N. LEGAL DESCRIPTION PARCEL A TITLE ORDER No. 278871 TL#072104-9048, 072104-9047, 072104-9046 & 072104-9037. LOTS 1, 2, 3, AND 4, CITY OF AUBURN SHORT PLAT NUMBER SP-30-79, RECORDED UNDER KING COUNTY RECORDING NUMBER 8001310747; SAID SHORT PLAT BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, AND THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTHERLY 5.80 FEET OF THE EASTERLY 150.00 FEET OF SAID LOT 1. PARCEL B TITLE ORDER No. 250963 THAT PORTION OF GOVERNMENT LOT 4, SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE J. BRANNAN DONATION CLAIM NO. 38 AND OF THE WESTERLY EXTENSION OF THE SOUTH LINE OF SAID J. BRANNAN DONATION CLAIM NO. 38; AND LYING EASTERLY OF THE BURLINGTON NORTHERN, INC. RIGHT-OF-WAY (FORMERLY NORTHERN PACIFIC COMPANY RIGHT-OF-WAY); AND LYING WESTERLY OF "A" STREET AS DESCRIBED IN AND DEDICATED TO PUBLIC USE BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8003130537; C O ��3:313: wwwww i>1 2.1 21�E U U U U U (If Of Of of of I,wwwww CI- [1-0-a_ �0 0 0 0 0 Li w w w w m�Q �0LV) ��j �j E�j E�j �j Cif elf cr�o-0� m m m m m C- OD 0 0 0 0 Q �aa¢Q� U o0CnU)U)Ln m fir- �N 00 N N 0 N N \ L0 `d- =r tom n N Z EXCEPT THAT PORTION THEREOF LYING NORTH AND EAST OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT A BRASS CAP MONUMENT AT THE INTERSECTION OF "A" STREET N.E. AND 15TH STREET N.E., FROM WHICH A BRASS CAP MONUMENT AT THE INTERSECTION OF SAID 15TH STREET N.E. AND AUBURN WAY NORTH BEARS SOUTH 89' 30' 25" EAST, A DISTANCE OF 1799.04 FEET; THENCE SOUTH 89' 30' 25" EAST ALONG THE CENTERLINE OF SAID 15TH STREET N.E., A DISTANCE OF 30.93 FEET; THENCE SOUTH 00' 38' 54" WEST A DISTANCE OF 36.00 FEET TO THE SOUTH RIGHT-OF- WAY LINE OF SAID 15TH STREET N.E. AS RECORDED UNDER KING COUNTY RECORDING NUMBER 6208290367, ALSO BEING THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF SAID "A" STREET N.E. AS RECORDED UNDER KING COUNTY RECORDING NUMBER 7106100537; THENCE CONTINUING SOUTH 00' 38' 54" WEST, ALONG SAID EAST RIGHT-OF-WAY LINE, A DISTANCE OF 179.57 FEET TO THE NORTH LINE OF LOT NO. 2 OF AUBURN SHORT PLAT NO. SP-30-79 AS RECORDED UNDER KING COUNTY RECORDING NUMBER 8001310747 AND THE TRUE POINT OF BEGINNING OF THIS LINE DESCRIPTION; THENCE NORTH 89' 51' 35" WEST ALONG SAID NORTH LINE, A DISTANCE OF 2.99 FEET TO THE NORTHWEST CORNER OF SAID LOT 2, ALSO BEING THE NORTHEAST CORNER OF PARCEL "A" OF SAID SHORT PLAT; THENCE SOUTH 01' 11' 57" WEST ALONG THE EAST LINE OF SAID PARCEL A, A DISTANCE OF 0.42 FEET; THENCE NORTH 89' 30' 25" WEST, A DISTANCE OF 868.41 FEET; THENCE NORTH 00' 27' 42" EAST, A DISTANCE OF 1349.17 FEET TO A CONCRETE MONUMENT WITH A BRASS CAP MARKING THE NORTHWEST CORNER OF THE SOUTH ONE-HALF OF THE J. BRANNAN DONATION LAND CLAIM (DLC) NO. 37, ACCORDING TO AUBURN SHORT PLAT NO. SP-15-81, AS RECORDED UNDER KING COUNTY RECORDING NUMBER 827299002; THENCE CONTINUING NORTH 00' 27' 42" EAST, A DISTANCE OF 1323.08 FEET TO A CONCRETE MONUMENT WITH A BRASS CAP MARKING THE NORTHWEST CORNER OF SAID J. BRANNAN DLC NO. 37, ACCORDING TO SAID SHORT PLAT; THENCE NORTH 89' 02' 58" WEST, ALONG THE NORTH LINE OF SAID J. BRANNAN DLC NO. 37, PROJECTED WESTERLY ACCORDING TO SAID SHORT PLAT, A DISTANCE OF 17.08 FEET TO THE EAST RIGHT-OF-WAY LINE OF THE BURLINGTON NORTHERN RAILROAD COMPANY AND THE TERMINUS OF THIS LINE DESCRIPTION. PARCEL C TITLE ORDER No. 250963 THE EAST 919.2 FEET OF THE NORTH 660 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF LYING EASTERLY OF THE WESTERLY MARGIN OF "A" STREET AS DESCRIBED IN AND DEDICATED TO THE PUBLIC USE BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8003130537. SURVEY DATA LO VERTICAL DATUM: CITY OF AUBURN CN BENCHMARK: BM-26U ELEVATION = 65.89 TOP OF BRASS CAP ® CENTERLINE OF INTERSECTION C> OF 15th ST N.E. WITH 'D' ST N.E. BASIS OF BEARING: PLAT OF "RPM -AUBURN" AS RECORDED IN VOLUME 126 OF PLATS ON PAJ 84 AND 85 C? SITE DATA ZONE: C-1 AREA: 25t AC. APPROX. FILL QUANTITY: 65,000 (C.Y) APPROX. EXCAVATION QUANTITY: 2500 C.Y. SITE ADDRESS: N.W. CORNER OF 10TH STREET N.E. AND 'D' STREET N.E. IN AUBURN WASHINGTON A S-BUIL T SEP#0020-98 Record Drawing Certification PROJECT REF. FAC10025-98 THESE DRAWINGS CONFORM TO AN AS -BOIL T SURVEY PERFORMED UNDER MY DIRECT SUPER- VISION. These plans are approved for conformance with the City of a Auburn's Engineering Division requirements. CMS J�./• ,4 C Date �! ByZd Trtle/Position +�i� �'�rr Approved By:/� Confirmed by Clty: Date Date Approved: H W w M� I.L w 0 Loy a W z Q � J 0 13L U H C W 0 r Z L1J CD � a M �L 0 � a 9- 0 U N Z W 04 W CO 0 m W I- (� -0 W W a a Lo Z 0 _j 00 0 IO > n a 00 r Z Q O Ca I- w 0 W LL ° 0 v N c O Q Q L. II v z V) > CIO N C _�c rn 3 U 0 y 0 U Q = V) 0 U � z > o gN w o` Q x Q F- ZE W gz Q N Q o 00 cV N 00 r Z > N p� cD I 00 I z ww Q Ln a7 0 Z C__j C114 E 00 LLJ `Sum U(V) O` CD G 1 S T�` qq CV S'ONA L E1 � 1 � N z EXPIRES 9/23/99 0 a M oaj�lS�� I of Iz ............ ... ........... ...... ............... GRADING AND STORM DRAINAGE PLAN CONTRACTOR TO INSPECT EX. CALL BEFORE YOU DIG: DRAINAGE CHANNEL FOR ANY 1-800-424-5555 CONVEYANCE SYSTEM. REMOVE DEBRIS OR BLOCKAGE AND POSITIVE DRAINAGE TO PROPOSED PUBLIC STREET IMPROVEMENTS 35' RIGHT OF WAY RADIUS DEDICATION 3'z: VERTICAL RIP EXISTING DRIVEWAY 551. EX, CB .52 15 IE.=60.96 (12' D.I. E) 'ST 7,; 7, 71 1 ADS RPVC RPVC EV xi DS EXISTING PROPOSED TYPE | CATCH BASIN PROPOSED TYPE U CATCH BASIN PROPOSED CORRUGATED POLYETHYLENE PIPE EXISTING TYPE | CATCH BASIN EXISTING TYPE || CATCH BASIN EXISTING STORM LINE PROPOSED SPOT ELEVATIONS EXISTING CONTOURS PROPOSED SANITARY SEWER CLEANOUT PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER LINE PROPOSED WAJERWA|N PROPOSED WATER VALVE PROPOSED TEE PROPOSED CONC. BLOCKING PROPOSED 80^ BEND PROPOSED 45' BEND FIRE HYDRANT EXISTING WATERMA|N EXISTING WATER VALVE EXISTING FIRE HYDRANT STANDARD PAVEMENT PROPOSED CONCRETE - 24" DRAINAGE GAT MANUFACTURED BY < WATERMAN INDUSTRIES INC. OR ENGINEER _j a APPROVED EQUAL - CO z rL Cq ' '- ^ Approved By IONA L Confirmed by Clty Date Date Approved. -EXPIRES 9/23/99 V) W to04ff. 4- OF »C_ POND HYDROSEED MIX SPECIFICATION: CROSS SECTIONS ........................ ............. ............ .........:.... ............... ..... ...... ......................... ............................... :.....PROPOSED.......:.........:. ................................................................................................................................................................................................................ ..... ......... ............. .............. :...... .................. .. . ....... ......... :........:...w .........:... ............_, ..... FENCE` ............................. :... .......... ......... PR..OPOSED........ . .... .. .. ...... ......... .. ..... ......... ........:.........:......... ......... ......... ................... ......... ...... ..... ........ .. ......... .......:. ...:........ PAVING -PER:........ .... :. .... ........ ....... ...... ......... ......... ........ ry Q..- �,� - . . ::'........a GRADING .FLAN . .. ... : :::::::::::::::::: ::: :::::: PROPOSED BUILDING PROPOSED . . . . . . . . . . . ... .. : . ........ ::: ::::::::::°ry . . . . . . . . . : . . . . . . . . : . . . . ..... . . . . .. . .. ! O PROPOSED r� ...:........:....................:............. FACE OF:: ......:........................:........................:...... ...... .... :. ............:................................................:............. SIDEWALK .. PROPOSED. ...... FF' EL.=88:.0 ::: : : : : :: :: PROPOSED ... ............PROPOSED..................:.....................:........................: FACE OF .... . PROPOSED : ....... . . c� CURB . . .. .. :...... . . . . . .. . . . . . . . ... .. . . . PAVING PER .. FAG E OF GRADING PLAN GRADE- CAD . .. . . CURB . ...... .... ...... SECTION 6 5 .... PROPOSED ....:.............:. �- GRADE.0............................................:.........:.. ..........:......:. -..- ... :............ :....:... `- ROPOSED :............ :::::......................:.........:.........:...............:............... ..................... :.....:........................:.................................... .: ....... ........: .......:-__......SIDEWALK(PER::::::::.: PROPOSED . . . -- . ROAD. IMPROVEMENTS . . APPROXIMATE - EX; . ....... .. ... ... ........ .... ..... .... .:. .... . . . . ... .... . .::::: PAVING IN „A„ . : : : : : PLAN: SET ) .:: :.:.: : GROUND ; ®:SECTION ::::..: :: :..:::::::: : :... .. .... ........:......... :................. :.:: APPROXIMATE EX STREET N.E. .(PER. . . . : .:. . . . .. ....... . . .... . . . . . .. ...... . . . ......SECTION....... . GROUND' C� .. . ROAD IMPROVEMENTS ... .... .. ........ .... ...... . . . 60_ PLAN. SET :......................:...................... ..................... ............ ..... .................... .......... ............:........................:........................:....................:. : SEASONAL HIGH..._._...................:... ; . . . ........ . . ... . :.. . . . . . . ....... . .... . .. . . ....... . . .... . ........ .. .. . . . .. .. .. . . . . .. . ....APPROXIMATE . .. . . . . . .. .. . ...... .. ... . . . . ..= GROUNDWATER ELEVATION=59.5t 55... :. ....... ...........:.. ....... ...........' CROSS SECTION A 'A : :........ ::.::::: ....:: ::::::: :`::::::::: : ......::: ................................. :............. . .................SCALE: 1"T20'HORIZONTAL:::................................. ................... ........................................................................................................ .........................1."=5 .._.................:. .......................................... VERTICAL.:.........:..........:.........,.................... ....................:..................................................................... .....:............ ................ .....................:............. ........... :................. ......... ............_.........:............................ ................. ....:..................... ...: MOISTURE SPECIES COMMON NAME PERCENT CONDITION BY WEIGHT VERY MOIST AGROSOTIS TENUIS COLONIAL BENTGRASS 50 FESTUCA RUBA RED FESCUE 10 ALOPOCURIS PRATENSIS MEADOW FOXTAIL 40 MOIST FESTUCA ARUNDINACEA MEADOW FESCUE 70 AGROSOTIS TENUIS COLONIAL BENTGRASS 15 ALOPECURUS PRATENSIS MEADOW FOXTAIL 10 TRIFOLUIM HYBRIDUM WHITE CLOVER 5 MOIST -DRY AGROSOTIS TENUIS COLONIAL BENTGRASS 10 FESTUCA RUBA RED FESCUE 40 LOLIUM MULTIFLORUM ANNUAL RYEGRASS 40 TRIFOLIUM REPENS WHITE CLOVER 10 APPLICATION RATE: HYDROSEED ® 60 LBS./ACRE POND BERM EMBANKMENT SPECIFICATION: POND BERM EMBANKMENT MUST BE CONSTRUCTED ON NATIVE CONSOLIDATED SOIL (OR ADEQUATE COMPACTED AND STABLE TILL SOILS ANALYZED BY GEOTECHNICAL ENGINEER) FREE OF LOOSE SURFACE MATERIAL, ROOTS AND OTHER ORGANIC DEBRIS. BERM EMBANKMENT SHALL BE CONSTRUCTED OF COMPACTED SOIL (95% MINIMUM DRY DENSITY, MODIFIED PROCTOR METHOD PER ASTM D-1557), PLACED IN 6" LIFTS WITH THE FOLLOWING SOIL CHARACTERISTICS PER THE UNITED STATES DEPARTMENT OF AGRICULTURE TEXTURAL TRIANGLE: A MINIMUM OF 20% SILT AND CLAY, A MAXIMUM OF 60% SAND, A MAXIMUM OF 60% SILT, WITH NOMINAL GRAVEL AND COBBLE CONTENT. EXPOSED EARTH ON THE POND BOTTOM AND SIDE SLOPES SHALL BE HYDROSEEDED. ESTABLISHMENT OF PROTECTIVE VEGETATIVE COVER SHALL BE ENSURED WITH MULCH. C 0 3 3 3 3 3 w w w w w � � � � � o'o✓o'a✓� U U U U U o- a' of Qf ry wwwww J00000 w aDLnLn w w w w �i >� V)LnV) Eta Qwwwwof mmmmm Y Y Y Y a 0mY 0000o Q 'a<< c0 �����-� cn cn cn cn m Ornrnrnrnrn O`^ �(V 00 Cq N rn \ c\o N 0 5 %- W °C U C0 Z a Z O O P U F- U C0 � CO Q cr ��^^ a CO CO O T Z Cc W U a m D a RIP RAP PAD DETAILS o ALL RIP RAP PADS SHALL BE 7' WIDE X 8' LONG X ' ; N 1' DEEP, USING THE GRADATION SPECIFIED BELOW: v W Z RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. (V RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: _ PASSING 8 INCH SQUARE SIEVE 100% OR MAXIMUM STONE SIZE 8" CO PASSING 6 INCH SQUARE SIEVE 40-60% OR MEDIUM STONE SIZE 6" W T- PASSING 2 INCH SQUARE SIEVE 0-10% OR MINIMUM STONE SIZE 2" Q �>a 10' MIN m v Q FLOW DEPTH=0.2' MAX F- '^ W T TOP OF POND EL=61.40 Z \/ O10 o O o O o O o O o O o O O� 6' MIN TOP OF ROCK EL.=60.90 0 J �• 6" MIN BOTTOM OF ROCK EL=60.40 Z O J 01c) 6" MIN. DEPTH, 2"-6" DIA. a Z W r 00 Z QUARRY SPALLS � � � GRAVEL FILTER WINDOW DETAIL = � J NOT TO SCALE a O W 10` (TYP) SEE NOTE 1 O W \ND.L INT. ACCESS BY WELDING (4) J S AS SHOWN. HINGE UPPER ENDS W/ LTS &PROVIDE LOCKING H OK CLAMPS i 0 (W/PADLOCK) ON LOWER r 4) PLACES T TE LADDER STEPS DIRECTLY ,1 / SEENLY DETAILACED U_ BELOW A I A _ � v ui o in ° N II II 3 DIA, SMOOTH , (n o > BARS QUALLY _ SPACED 4" O.C. MAX.) NO SCALE LOWER STEEL BA 45' 3/4" THICK X 4" FORMED TO FIT IN GROOVE OF C.B. RISER SMOOTH CB VERTICAL RISER BAN D HOOK CLAMP -- ANCHORED - TO C.B. RISER E UPPER' STEEL BAND 3/4' X 4"°`WIDE 24" (SEE TE 1) / TYPE 2 CB SECTION A -A DETAIL HOOK CL/DIMENSIONS NO SCALE NO SCALE NOTES: 1. DIMENSIONS AION ON 48" DIA. L.B. FOR DIFFERENT DIA. C.B.'S. ATO MAINTAIN 45° ANGLE ON "VERTICAL" BARS AND 4"G OF BARS AROUND LOWER STEEL BAND. 2. METAL PARTS`. CORROSION RESISTANT, STEEL PARTS GALVANIZED RIS,ER STRUCTURE TYPE 2-48° 1pf'% BIRD CAGE DEBRIS BARRIER NOT TO SCALE A S-BUIL T 3/4" THICK X 4" WIDE LONG SMOOTH BARS WELDED TO UPPER & LOWER BANDS (24 BARS EVENLY SPACED SEE NOTE 1.) Record Drawing Certification THESE DRAWING6S CONFORM TO AN AS-BUIL T PROJECT REF. FA00025-98 SURVEY PERFORMED UNDER MY DIRECT SUPER- VISION. These plans are approved for conformance with the City of Thago dAgwinnn nnnFnnm Fn the /'...,keete4q .......,F�....�;m �......f.d., � I Auburn s Engineering Division requirements. I By _" /S �.1 �1.�1�,� 'Date Title/Position YJ/Ld4. �v.G.+a�,;�,C Approved By Confirmed by Clty: Date Date Approved. g' .N ° 0 0 L) a 0 = V) LJ U U f- � z > zOf o gN w a_ -� z x Q Z w W g Qr) N N N z z � O N 00 Z 0 z 00 p� N co r- 00 > w z � Q ���n I I w Z �z Ln ^� wL] ���� �� 0U) J VS Q z -� w 0 5672 �� 00 E BONA L E� 1 N z EXPIRES 9 23 99 ° 5 Pr o?g of i-r File: P:\SDSKPROJ\6292\ENGINEERING\6292IGM2.DWG Date/Time: 05/28/1999 16:05 Scale: 1=20 jason Xrefs: Z6292 Lk, 0 U" UU U /5 4!6 14- � 0 F ! NOTES AND DETAILS 2" COMPACTED DEPTH — CLASS 'B' A.C. PAVEMENT 4" COMPACTED DEPTH CRUSHED ROCK BASE COURSE °u0 uuuu O ° UO O u0) 1uU uuC,O"I 0 000 00 0 0 80 ° 0 0 ° O O°O o0 00 �o 12" SUBGRADE COMPACTED TO 95% TYPICAL PAVING SECTION (ALTERNATIVE: 3" ATB W/2" CLASS 'B' A.C. PAVEMENT) NOT TO SCALE 3" COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 6" COMPACTED DEPTH CRUSHED ROCK BASE COURSE , uuuu ( o uo o y oo u ^ ^ 160-0 1 �o °o 0 0 0 °o ° °o go o° o °n o °on On O O ° °O ° �� C=�. 12" COMPACTED DEPTH GRANULAR SUBBASE 12" SUBGRADE COMPACTED TO 95% HEAVY DUTY PAVING SECTION (ALTERNATIVE: 4" ATB W/3" CLASS 'B' A.C. PAVEMENT) NOT TO SCALE ASPHALT WITH LOCKING BOLTS FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. RIM 68.06 T O RISER OVERFLOW AND 100 YR. WS. ELEV=.6&--5T 65.26 a 25 YR. W.S. ELEV=65.19 1 E =64. ,p 0 YR. W . S LEV 9 6 2 YR. W.S. ELEV=64.44 SEE NOTE 6. 100 YR. Q=4.62 CFS 25 YR. Q=3.30 CFS 24 OUTLET 10 YR. Q=2.38 CFS P IPE 2 YR. Q=0.94 CFS LL � 60.16 PVC MANHOLE ADAPTOR —/ WATER TIGHT CONNECTION PIPE SUPPORTS (TYP) —/ RUBBER GASKET PLUG ORIFICE 0=4 3/8 EL=58.35 ADJUSTMENT BRICK (4" MIN., 16" MAX.) \� ---OFFSET TOP SLAB STANDARD GALVANIZED 12" MIN. STEEL LADDER/STEPS 12" O.C. 4 NOTCH WEIR LENGTH=1.60' EL .54 4- 64.16 24" BAFFLE m a4 6" MIN. g o4 a 4 a a CB#5 TYPE 2-60" CONTROL STRUCTURE NOT TO SCALE 24" INLET PIPE INVERT L s3��1 18"x18"x24" PVC TEE RUBBER GASKET JOINTS (REMOVABLE) C13#5 PLAN VIEW NITS NOTES: 1. STRUCTURE SHALL BE TYPE II CATCH BASIN 60"0 MINIMUM. PIPE SIZES AND CONFIGURATION MAY REQUIRE A LARGER SIZE STRUCTURE. 2. SITE DRAINAGE OVERFLOWS FROM STORM EVENTS, IN EXCESS OF THE DESIGN STORM, SHALL BE BY THE BIRD CAGE RISER STRUCTURE AT NORTHWEST CORNER OF PROPOSED DETENTION POND. 3. THE OUTLET PIPE SHALL BE 24"0 MINIMUM AND SHALL BE DESIGNED TO ACCOMODATE THE MAXIMUM ALLOWABLE DISCHARGE. 4. THE BOTTOM ORIFICE HOLE SHALL BE A MINIMUM OF 4-3/8"0. 5. PROVIDE AT LEAST ONE 3" x 0.0900 GAUGE STAINLESS STEEL SUPPORT BRACKET WITH TURNBUCKLE ANCHORED TO CONCRETE WALL (MAXIMUM 2'-0" VERTICAL SPACING). rz 0 a � v 0 0 0 0 cr Of cr of �..wwwww J 'LCL �00000 ,� twn VV) VUJ wi Vwi VV) irof mmmmmm Y Y Y Y Y Qoo�oo � Q Q) 2 2 2 2 Q H F_ H H m rn rn rn rn rn OIL 00 N rn coo 4 N , PC) N (0 L0 sh rM N z V, J F- 0 CL U w z Q — Q W r Z Q Z < m Q o 0 Y ry z d z 0 > m 0 0 41 NDS 1210 12"x12" GRATE, GREY EXTRUDED CONCRETE CURB DETAIL ANCHOR STRIP (TYP.) NDS 1210S 12"x12" GRATE, SAND NDS 1211 12"02" GRATE, BLACK NOTE: 0.75" 0 FRAME NDS 1212 12"x12" GRATE, GREEN NOT TO SCALE THE TRASH RACK SHOWN IS FOR ROUND PIPE. TRASH RACKS FOR 12"x12" GRATE FITS ALL CATCH BASINS, EXTENSIONS & ADAPTERS ARCH PIPE ARE TO BE CONSTRUCTED OF PROVIDE: SIMILAR MATERIAL AND CONFIGURATION. P DS1216 6" EXTENSION wDS 1218 12" EXTENSION 4 EACH 2"x5" STRIPS AS REQUIRED. p w WELD TO 0.75" 0 FRAME MAX. 3" SPACING VIEW "A" SPACE UNIFORMLY. NDS 1213 12"02" CATCHBASIN, SINGLE OUTLET CL -a 0.25"x2"x5,> NDS 1214 12"LLJ x12" CATCH BASIN, DOUBLE OUTLET Q z Z STRIPS z � w 6" SD COUPLING SIZE, SINGLE OUTLET ACCOMODATES NDS 1212, 1211 OR 1210. j � N N z 0.75" FRAME �' p 12"x12" GRATE AREA - 14" WITH 11" SQUARE BOTTOM. Q Q «� ap z cir 0.5" GALVANIZED i, j ��I rn(D 0000 22 z 12- SQUARE BOTTOM WITH 3 AREA BELOW OUTLET ALLOWS 363 CUBIC INCHES z w w OR NON -CORROSIVE PIPE OFSUMPAREA. ADAPTABLE UP TO 8" PIPE OR DOWN TO 3" OR 4" PIPE. I I w BOLTS & NUTS 45' 6" SD COUPLING SIZE, DOUBLE OUTLET ACCOMODATES NDS 1212, 121 1 OR 1210. `n `n 0 z 0 — CONCRETE 12"x12" GRATE AREA - 14" HIGH WITH 11" SQUARE BOTTOM. F— �Lr) W WHERE 0.75" 0 _. C4 w CN � OENDVIEWPLAN•SIDE VIEW 121" SQUARE TOP WITH 3" AREA BELOW OUTLET ALLOWS 363 CUBIC INCHES OF ,- Ld 0 ENDS TO BE WELDED SUMP AREA. ADAPTABLE UP TO 8" PIPE OR DOWN TO 3" TO 4" PIPE USING ADAPTER #643. TO 0.75 0 FRAME CONCRETE CURB AND SIDEWALK NOT TO SCALE DEBRIS BARRIER NOT TO SCALE NOT TO SCALE AS_ -BUIL T Record Drawing Certification PROJECT REF.- FAC,&M-98 4/i1579 TWA' DRA WRVW COAFOW TO AN A T Y PEAFORAED LMXR MY DIRECT SLPER- These plans are approved for conformance with the City of Auburns Engineering Division requirements. By lam-' S t)JL . pate .i Title/Position '0t 5 Approved By: D-� E../ Confirmed by Clty: Dote Date Approved: to �E W q � J� ► O �c Ln 25672 �� L CID� / S T E�� �� qQ i.V USX DNA L E`-1 Z ® o r EXPIRES 9 23 99 0 Pr 0,21 4 14 File: P:\SDSKPROJ 6292 ENGINEERING 62921 GM3.DWG Date/Time: 05/28 1999 16:05 Scale: 1=20 Jason Xrefs: Z62921 B, Lye) U7 vt.J 1,1l'J6-r4- 4 of )2 WATER AND SANITARY SEWER PLAN CALL BEFORE YOU DIG: 1-800-424-5555 I I I I INSTALL: 1-114' BEND (MJ CONC. THRUST BLOCKING I CONTRACTOR TO FIELD LOCATE AND VERIFY HORIZONTAL AND I VERTICAL LOCATION OF EXIST. l 20" WATERMAIN. EX. WATER__ VALVE SSMH 608-05i? - W - - -- RIM=66.67 IE=59.57 " PVC, N EX• �.12 .V 11 IE=59.77 �10 10" PVC, S� IN1. _I I III i-30 Tml I 'I I I 4116 LF 12" D.I W ,II _ INSTALL: 1-11-" BEND MJ CONC. THRUST BLOCKING 1-12" CAP CGNC_.E�' T :'.BLcm 1-2" BLOW -OFF ASS'Y SSMH 608-04 SSMH 608-03 RIM=67.06 RIM=65,80 IE=58.96 10" PVC, S,W) IE=57.63 10" PVC, E) IE=58.81 10" PVC, E) IE=57.60 10" PVC, N) IE=58.66 10" PVC, N) IE=57.89 10" PVC, W) NEW IE=58.99 (6" IN) S 00'40'59" W 665.00' IE=57.93 10" PVC, S) FUTURE "A" STREET N. E. - - t -.... _...,-------,_,. a .................... f . ...... -.._ . ....... �-..... _ _.... . I ;I INSTALL: I �-�� 1-1/2" _1 2" EXEMPT IRRIGATION METER BY CITY N ❑ (PER C.O.A. STD. DTL. WADM-1) ail `r PWR �. W/BACKFLOW PREVENTOR BY CONTRACTOR _ VA R ���� I Irr � f tf -� ❑ RTM=6391 IE:.=60 96 t.12 D. E) i R=35 IE:.=60 89 <12 CONIC: Nl*(, ::. 11 r,` I 100 IE.=60,91 (12' CDNC. SE` ® 2 EX SDMH { �i IM, 66.7 7 WATE 1E_=6'0,57 (30' CMP E) VALE : �I � 20 WIDE WATER ? E::=60U 7 + 12' CONC, NW) f rn xI I � �' EASEMENT INSTALL li 20' BSBL 79 LF 6" W D.I. 1-20 x6 TAPPING TEE MJxFL 1-6" GATE VALVE (FLxMJ) CONC. THRUST BLOCKING III' --� R `'f°,S CONTRACTOR TO FIELD LOCATE E I I ,3j I I CC AND VERIFY HORIZONTAL AND I I y 'I ,,- FF=6 VERTICAL LOCATION OF EXIST. ; j zl 20" WATERMAIN. MINIMUM WIDTH EX' F.H. PHAS FOR PAVEMENT PATCHES IS 6'. i INSTALL: 2DOMESTIC WATER SERVICE It W/ 1-1 /2" WATER METER BY CITY (PER C.O.A. STD. DTL. WASM-2) WATE V AL I E-' /�,,� Go I �yy 0INSTALL SANITARY SEWER CLEANOUTS I I I J� I W V I .,„ • j PER CITY OF AUBURN STANDARD I j II O;' DETAIL NO. SSCO-1 I I il; I • ; I III j I�I co I � .t.';� NOTES: " 1. MINIMUM 42 INCHES OF COVER OVER WATERLINES. I I' 2. A FIRE SPRINKLER LINE REQUIRES A SEPARATE VFL,ia I .:.'E'. FPSP DETAILED PLAN AND APPROVAL BY THE FIRE MARSHALL. CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. I I IIIII I I 9 i I Ian II I I ttt INSTALL I I jlill I II ":1: r 1-20 x6 TAPPING TEE MJxFL 1-6" GATE VALVE (FLxMJ)' 46 LF 6" D.I. W 1-FIRE HYDRANT ASS'Y PER C.O.A.N% I I .. WATER CONC. THRUST BLOCKING s; I II j:. EASEMENT CONTRACTOR TO FIELD LOCATE - AND VERIFY HORIZONTAL AN VERTICAL LOCATION OF EXIST.'- 20" WATERMAIN. MINIMUM WIDTH""_l FOR PAVEMENT PATCHES IS 6'. t -------------- iL �Y , C1L 1yi i, E:-) IE,=6181 2, IE,-61,88 (12' ...-_...�..,......... ..... 1�yee•.e-�-•••-•..\ I I � t .-tea 1 "E ..... - - I \ J I I I 'll � •' II ..'I ------ : t III I I 1 I 11111 I , \ jj I PROPOSED TYPE 1 CATCH BASIN IIIII g r,' PROPOSED TYPE II CATCH BASIN l !IIII PROPOSED CORRUGATED POLYETHYLENE PIPE EXISTING TYPE I CATCH BASIN ❑ EXISTING TYPE II CATCH BASIN �1 EXISTING STORM LINE ......... - - ' PROPOSED SANITARY SEWER CLEANOUT • PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER LINE PROPOSED WATERMAIN PROPOSED WATER VALVE 1/ PROPOSED TEE PT� PROPOSED CONC. BLOCKING V PROPOSED 90' BEND zl PROPOSED 45' BEND X-1 FIRE HYDRANT A Wi- EXISTING WATERMAIN -- - - EXISTING WATER VALVE f EXISTING FIRE HYDRANT PROPOSED CONCRETE Pr- a 4 II N�w '1 f 4 1-1/2" EXEMPT IRRIGATION METER BY CITY (PER C.O.A. STD. DTL. WADI W/ BACKFLOW PREVENTOR BY CONTRACTOR 2" DOMESTIC WATER SERVICE W/ 2-1/2" WATER METER BY CITY PER C.O.A. STD. DTL. WASM-2) INSTALL: 1-8" CAP 53 LF 8" D.I. W ill II �� INSTALL 1-20 x8 TAPPING TEE MJxFL) 1-8" GATE VALVE (FLxMJ) OONC. THRUST BLOCKING CONTRACTOR TO FIELD LOCATE AND VERIFY HORIZONTAL AND I VERTICAL LOCATION OF EXIST. p I:.,x 20" WATERMAIN. MINIMUM WIDTH III I I w , `t'•: FOR PAVEMENT PATCHES IS 6'. I = III I f II II I :,I III III f i % I' I E .: �.-• � •� II I I III f i � • ; -- III AI I II I 1 III III I II III I I ;F --,...... x.. _ _.... - ._ a I. 00' 'sI�' �3.34' _ ._T _ . ...... a.. MENIIEL- F15' BSL . -_..__ .... ...., - - -- .- � ..� f ✓' l 7t f E �y ; +• •� �� \ . . ' f ' \. \ + ` '\-*.. `'•>>. � ,� %; � �+ +-\! it it ! tF ! r� ++ ++ + _ 1 3 E 2 4.1 1 `+ . T l SANITARY SEWER CONSTRUCTION NOTES: 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURED TREATED 2 X 4, 4 FEET LONG BURIED IN THE GROUND A I I I I DISTANCE OF 4 FEET. THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED 1 FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT 0NTHE 2X4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, THE CITY OF AUBURN SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, AND PAVEMENT RESTORATION. ir o W � WLLJ wCYwwwwi VJ W a of w of O Z w 00 U U U U U IQ:: a a a a a of W LLJ W W W W - w mw w w w w LLJ m m m `1 m `.e m Y m Y m Y m Y a -fir z DY 000000o a Q _2 CC 7Q Q Q Q Q Q� W �z=zzzzz 0 c3 cD cn cn cn cn �, Orn } rn rn rn rn rn rn rn M rn 0)C Cr) �rn 00 r- oo c14 a) (0 a mil. N^ N \ Qi co I- Itp QD1 ca L0 er re) N o z 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 CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A-21.4 OF LATEST REVISION. 2, ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF 42 INCHES. 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR 12 INCH AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER 12 INCHES. 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 ANSI SPECIFICATIONS 1-21.10 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 PROVISIONS OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL C-URNISH 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. 7. 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. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES, AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS NUMBERS WASM 1, 2, 3, AND 5. SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF AUBURN WILL INSTALL THE METERS. 10. RESTRAINED JOINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90 DEGREE BENDS, AND SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING SHALL ALSO BE USED. SEE STANDARD DETAIL WABL-1. 11. 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 WABO-1. 12. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL WAFH-1 AND SHALL STAND PLUMB. SET TO FINISHED GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES FROM FINISHED GRADE AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN 36 INCHES. THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. 13. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. 14. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION In iRRIGIATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. 15. THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY THIS, AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR. 16. STREET OR PARKING LOT CURBS SHALL BE PAINTED WITH FORMULA FEET EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CJ1Y . OF V' Y'. AS-BOIL T Record Drawing Certification PROJECT REF- FAY0025-98 THESE DRAWINGS CONFORM TO AN AS-BUIL T7 SURVEY PERFORMED UNDER MY DIRECT SUPER- SION These plans are approved for conformance with the City cf (� Auburn s Engineering Division requirements. By <--'I►W I N J �`/L e Date Title Position 4 >0- i ` � '� '� Approved By: _ Confirmed by Clty: Date Date Approved: �f�% EXPIRES 9/23/99 W _z Q 0 1 cr DM W Q O U N Z M♦ D W W Cif C*3 C J(-)n � Hm Cl) W Z W �z j T z 0 D co o !>- V W vV � u D 0 - � a LLJ 0 W J v oa N N •II z 2 III Mi 0 7 N N N 3r Y O O N 0 0 0 U Q Ld zof V) gLjJ W J a- Q X Q G w Z W g QpNtl000 N z 0� Z 00 cy) C\I r- C0 00 > � z Q 'S I I ZW LC-) L.n C? Z Ln w Y U t= on ---"a s of 12 W-4 PA S K ROJ 6292 ENGINEERING\62921WS1.DWG Date/Time: 07/08 1999 14:30 Scale: 1=30 jason Xrefs: Z6292-S,Z6292-T,Z62921 B, 06001 06D 16-er4 CALL BEFORE YOU DIGS 1-800-424-5555 [MUG 10TH STREET N.E.ROADWAY IMPROVEMENT 15' WIDE SANITARY INSTALL: SEWER EASEMENT 1-12 CAP 288. 0 0.51 % Adik -2S�—L 8" P C SDR-35 8% EX, .S II I I . ............v }' P1 56 E 60, 8 C P V S). SSMH 609-54 -- _ RIM =G6-2-t �7.29 — 6 r `" F J vF`.) 1E=�„ E) 62.09 W)CAPPED' 1E� 0.€�2 C 2" P� c € > FUTURE BUILDING UNDER SEPERATE PERMIT EX. J-BOX TO BE RELOC 4TED INSTALL HANDICAP RAMP�� I, --RN ��\\ Q Pm nIFTaITY �FqAswU 4A sTsw-46 \ -- -- 28 WIDE COMMERCIAL l L.)Mi:�l;•�IRE IE,=62.58 cR 0,:, N> "`„'t '• REMOVE EXISTING HANDIC f RAMP, a `,1 REPLACE SIDEWALK TO TH NEAREST v. JOINT AND REPLACE WITH NEW RAMP AT THE LOCATION SHOWN PER -CITY OF AUBURN STD. DTL. STSW-4A fl A II 1 11 I II 31i CUT IN TO EX. 12" D.I. WATER MAIN USING: 1-12 x12 CUT IN TEE 1-12" GATE VALVE (FLxMJ) CONCRETE THRUST BLOCKING; CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EX. 12" D.I. WATER MAIN; NOTIFY ENGINEER OF ANY DISCREPANCIES UTILITIES. RESTORE PAVING AND SIDEWALK PER CITY OF AUBURN STANDARDS. MINIMUM WIDTH FOR PAVEMENT PATCHES IS 6'. R I M =.6945f 69.36 IE=B&.4�- 12" NA 60.36 IE L9-7'T 8" W) 60.61 IE- 60 6 Q2" SJ I SPECIAL NOTE: REFER TO THE TRANSPORTATION, PLANNING, ' AND ENGINEERING TRAFFIC SIGNAL PLAN FOR THE NEW INTERSECTION SIGNAL, CHANNELIZATION, LIGHTING, AND SIGNAGE. CONTRACTOR TO OBTAIN A COPY OF THESE PLANS FOR INSTALLATION OF ' CONDUIT CROSSING AND J-BOXES. II I I I I LIMITS OF PHASE 1 CONSTRUCTION VALVE i . i p. t EX. SIGN- 7 �- EX, CA ly ,;5 -$O k, AND LIGHT BOX IET=64,89 (89" CONICs S ) IE=64,8.1 %12"CONGg, -) a J� 4. rz 0 a� w �a����� w w w w w w w U U U U U U U w w w w w w w 0 0 r"I 0 0 0 0 w w w w w w w LL �Q �nDEn E>ue E>j 2�j �j a� of ccIQ::Ofotf m m® M m M m i Y Y Y `1 Y `e Y a 0 C) m 0 M cn n Q (n V) 0 Q Q Q Q Q Q � L) I_===== C3CD © � C9 � 0 (n M— N H V) I— = 0 F- m (30) 0)M rn rn 0) M w, ' T 4� MOO N N N\\ rO N p nll� n N \ cD Lo ,I- I— COr, LO 't n N 0 KEYNOTES PROPOSED SIGNAL AND LIGHTING AND CONDUITS BY OTHERS; LOCATIONS SHOWN ARE APPROXIMATE. ' CURVE RETURN DATA: �. D P.C. STA.=38+61.29, 70.21' LT. O P.R.C. STA.=38+29.12, 31.26' LT. CURVE MID PT. STA.=37+44.33, 36.16' LT P.T. STA.=36+54.89, 35.37' LT. NOTES i IS „F 9 GRIND INTERSECTION 2" BELOW EXISTING4 �,I ;�T E'� ;%' . - ;` i REFER TO THE CONSTRUCTION SEQUENCE 1. PSE WILL REQUIRE METERING OF ILLUMINATION PLAN VIEW ,,, EX. LIGHT SYSTEMS STARTING JUNE 1, 1999. THIS ELEVATIONS OR PER THE DIRECTION OF ,l ` \; . f'. FOR THE TIMING OF CONSTRUCTION ACTIVITIES [�Gf11 IIRGAAFNT wn i N�( PCCITAT� G NFW cPavirP „ THE CITY OF AUBURN. , , , f r-CX ! LOCATED AT OR NEAR THE INTERSECTION AREA. cue .. rn � 0') L0 � c0 � cp � � co ! 3p0 1 pF oq4 File: P:\SDSKPROJ\6292\ENGINEERING\6292-R2.DWG ate Time: 07 09 1999 08:4 36+00 le: 1=20 jason Xrefs: Z6292-S,Z6292-T,Z6292-BR,Z6292PTS, PROFILE SCALE: 1 "=20' HORIZ. 1 "=2' VERT. 37+00 38+00 39+00 AA S—BUIL T Record Drawing Certification FAC# 0025-98 7 f f7 THESE DRAWINGS CONFORM TO AN AS -BUILT PROJECT REF: SURVEY PERFORMED UNDER MY DIRECT SUPER- VISION. These plans are approved for conformance with the City of 1 ( Auburn's Engineering Division requirements. By S :JU 9� 1 Date a ace TtlelPosition 'Of e rrc>24- R.u'�t jNs Approved By: � - Confirmed by Clty: Date Date Approved: - Q 6dR WA 0 p 25(672 p ��- DNA LT E ENS'\��, EXPIRES 9/23/99 1 as ©15,<4 W CL F— `W/ i 5� i� z o� M� W a T— o U N Z W F— CI W CO 0 Cn C3) J � 0 0 m W Co W W Lo (0 00 z 00 aW00 Co O < to 3: F- W 0 W' V'^ LL q v oON ° in N II ^II UI 0 > _ M 220 !, N N N lnl o+ C 1 o 3 U � U Q = V) 0 0 F— � Z_ j Z � O (l� ' f1 Ld J Q F z X Q z w W N z QI� CD N N N 00 CD 0, z 00 M N CD I-- 00 > 0' Z N Q I I w w Ln 07 CD Z Ln cN In CN L w 00 Y-;1- - C)V) CV � E 0) 7 N 0 z t° 1 of 12 CALL BEFORE YOU DIGS 1-800-424-5555 10TH STREET N.E. ROADWAY IMPROVEMENT PLAN 17?=20' CURVE RETURN DATA: 01 P.C. STA.=30+21.79, 59.22' LT. Q2 P.T. STK=30+56.72, 22.00' LT. LIMITS OF PHASE 1 r z I � 1 00 R ' 1-12- AP CONC. :RUST BLOCK 1-2" BI©W-OFF ASS PER C.q.A. STDS. 11 LF 12" D.I. W----I C0NCI Xl 4 r LF " INST) ffrf PER STD. EX. E.P. (rL F SAWCUT LINE 53./ ,F 'I &2--Ll` 12" RP SD ® .2. II R=35' 44 LF t D 0 ' "• ■ KID'S COUNTRY FF=68.0 " �- OMES ICLER RVICE 1-1/2" EXEMPT IRRIGATION METER BY CITY (PER C.O.A. STD. DTL. WADM-1) W/ -1 ER BY CITY \ W/ BACKFLOW PREVENTOR BY CONTRACTOR PO .0. WASM-2) 1 SI --_ 2" DOMESTIC WATER SERVICE T RRIGATION ER BY CITY W 1-1 2" WATER METER BY CITY D. DTL. WADM-) (PER C.0 A. STD. DTL. WASM-2)" W/', BACKFLOW P EVENTOR BY CONTRACTOR 1 --------- -` INSTALL: N 28' WIDE COMMERC 1 8 CAP ' -- -- ® STA. 32+84.83 ! - -- t DRIVEWAY TYPE 0CW,P6 A N6 7 1 ~ CITY OF AUBURN STD. `� ' W it ■ t ' ' • 59& W. FPSP DTL. STDW-1 AND STDW' , 3 l 79 LF 6" D.I. W �` 1 PROPOSED co iG T F-WAY .` W •-- 96 INSTALL: 3------------------- 1- 1-11 " BEND (MJ) i CONC. THRUST BLOCKING I EX, C6 I r CONTRACTOR TO FIELD LOCATE R-M=6 ,96 AND VERIFY HORIZONTAL AND I aE = ,(s. W I-P, ° I E VERTICAL LOCATION OF EXIST. 4E=t,r'•:w9 a v " 20" WATERMAIN. I "F.:::6i':`-'1 1.:.`:`" N;. `S7:. l 3:1 SAWCUT 0 � ROW--) 27. EXIST. ASPHALT PAVEMENT 10th STREET N.E. HALF STREET IMPROVEMENT CROSS SECTION 2,R3 NOT TO SCALE I ...._......_._...........................__._._...■ 68 _ _ _.....:........................:......................:........................:........................:........................:...................,....:........................:........................:....................:......................:.....................:........................:........................:........ ----.. ....:....:....:.:..:.:.... CB RO TYPE 1 :... . . ... . ... . . . . . . � . . . . . . . . . . . . . . . ■ . .W STANDARD GRATE . . .................................... _ . . .. . . . . . . . .. .. . . :STA.30+2102,59.28LT.:::::::::....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . ........ . . . . . . . . ..... ! N ..........:..RIM �-�L' 65.75 ... .:. ................. . ..... . .. ... ......... . . � ........ IE= 2' 62.77 02" SEi .. :: : : : : : : : ....... : ::: : : : : :::::: ::.. ...: MATCH PROPOSED : 66 _ ......... ......... . .GRADE: 0: EX. ;� .. ......... ......................... . ...... ......... ..................:....................... .... ..... ........ .-.. . .... .. - EXISTING ROW ......... ......................................................................................................................................... ti .............. ..........� W :.........:.........:.............GRAD,E.:..................:......... ........ ..... .... . ....... W . _ . . ... . . . . . . . . . . . T ■ i / . . . . . . . . . . . . . . . . . . . . . . . CO. , i . i . . . . . . . . E i i i .... . . . . . . . . . . . . . . . . . . . . . . . ■ W . ...... .. ............. ... ...................:........... —...................................:........................ c :..... .. .... ............. ........................:....... . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ......... U9 . - . . . —..— —.—s T. —�—� �-. __-� - . . . . . . . . . . . . . . . . . . . . . . . . . .�13 . . . . . . . . . 1 . . . . . 62 ..................... .. ,,- .-- ...... --......- '_ _..". .'- .................. .................... .. ..................... ...................... :X ..................... ...................... ........ ........... .................. — — -- .... - --. - _ .. _._�.. _ r .—. ,r.--.— .... - �-....... ........... ............... ---... ..... . C'7 . . . . --- -- ,,,-, — —. — ,—. - -----—.-,----- . . . . . . . . . . . . . . . . . . ■ Q ...:.. _—�----- -- - --- —_ _ _-,----. ... ...... . . . . . . . .. .. . . .... . .... .. . . . . . . . .. . . . . .. . . . .. . . . . . . . . ....... .. _ _ — --. -,- — , . — . ..... ...... ......... ........ ......... ......... ■ W 60 I .X, • t,B..... .. ... .. : CB R2 TYPE 1 t �., CP... .. Z z .... II.......... . ... . .... ....... ..... ..................................................................................................................................................... . ... ... ..... . .. . . . ... .. . . . . W STANDARD GRATE. . .. . .. .. .. . . . . . . . . . . .. . ....STA: 33+20.00, 2'1:26 LT. _......_............................_........_......_.. RIM=65.5Fj . .. �...;, � is ' A, _............ , . , ..... , ,......................................................:................................... . .. . .. . . . . .. .... ......... ■ ....... J C R1 TYPE 1 y": :). . . . . . . . : IE..='4U.9t ; :;_ : UJ. f.: 1..... . . . . . . . . . . . . . . . . . . . . . . . _ fIM-`s64.3Fi .,.: l:. 8. t_.>_� 11 D;. .• . . . . . T j ....... W . STANDARD. GRATE .., :t„ , .. IE:=''60,89 :2 . C(D it . NW)' .... ......... ......... ......... ......... ...... .. ......... _ IE=Z2-£�.r62.04 (12' S) ::: 6" . 1 (•1 Z" .a. • ( z j .. U STA. 30+56.72' 21.26 LT:. RIM- 3. ..ry . l... . IE:.:.—.,�„'V.E7� •, :}.. �^i,��W'u. .�.y�l ...... :.........: ................................... .. iiw.�—.�'�,�� .It.�i '.!,� NEW �-81.81 (IN) �/.A.. j. ■ I— ' IE &�.9J-{fij'6L34 (f2'S�NEVN �-60:89 (IN) . .. .. ... .. .......: ' .........:......................... ........... . . ..... IE= 61.47 (12" NW1 on o r o n ° o oo_ coCD 30+00 31+00 PROFILE 32+00 33+00 34+00 5 � $ � 3 w w o' � of Z Of }f }f }W F- U U U U U U U �wwww w w w J CL tL LL 0- d d 0- 0 0 0 0 0 0 V) �V) (n U) V) U) V) mm ®m m m ® m L: YY Y Y Y Y ]C Y V) Lo co V) V) V) Y �Q<<<<< O� CD CD Imo-- F- l m �M N N N\\ N 0 N n r7 tV \ ai 4D r� W) -r n N o z 2% _ SAX 4" THICK CONC. SIDEWALK CONC. VERTICAL CURB do GUTTER 4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE 6" COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE 13" COMPACTED DEPTH GRANULAR SUBBASE W U Q J CL F- `W i CQ L z Cr MD W Q O U N Z W H04 C � W C0 CO C p J Q m U D W LLI Z W � Q z 0 o°o► 0 > 'I Aft O z W Z Cl) a1� S F- W 0 W J i � U- v COMPACTED SUBBASE MEETING SOILS ENGINEERS FIELD APPROVAL Q1 0 0 '° A S-BUIL T Record Drawing Certification THESE DRAWINGS CONFORM TO AN AS-BUIL T SURVEY PERFORMED UNDER MY DIRECT SUPER- VISION. �y J BY Date G Tt/e/Position Confirmed by Clty. Date PROJECT REF. FAC10025-98 .7 % 7 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: �+ 56z4-- L o � > 0 �cl c� N Y L, c 3 U U C y U Q 0 Ln w U _Z Z � Z w ar ,^ (, I g V) Uj J Q ~ Q Z li Z w g � -O O CV 00 � ... © fl-40 � z N I I Q �- .- ww z C �Lo� Z ;.x 4 GVLn Z _ 4� Lo it) N 00 Z w JUj > � > �F WA� NA L EXPIRES 9 23 99 L. 04 E Z o SCALE: 1 "=20' HORIZ. 1 "=2' VERT. pF g4 Fdl P:\SDSKPROJ\6292\ENGINEERING\6292-R1.DWG Date/Time: n7708 1999 14:31 Scale: 1=20 joson Xrefs: Z6292-T,Z6292-BR,Z6292-P2,Z6292PTS,Z6292-S, Date Approved: r. (W 14 CALL BEFORE YOU DIGS 1-800-424-5555 WV zi 0 LIMITS OF PHASE 1 CONSTRUCTION STREET LIGHTING, CHANNELIZATION AND SIGNING PLAN I P R 0 1 E —r ©RELOCATE EXISTING — TYPE 1 J-BOX A r I RELOCATE EXISTING— ' NEW RIGHT OF WAY STOP SIGN )..,.._ LINE E© IV L.J------_-- 0 D [Ell 119 _ -- __ 4. - N — -- _ crD �-- �- ..._'•- N 1 • i. I crass=== a, —.. ------- T T N k ,. —�._. R E E T .� / p��p ARTERIAL (MINOR VLLJ i 8t fi; Z SIGN LEGEND: El RB DST NE_j ❑c 10STNE W' O C 4 1— (n W W ^� Q W H U J J (if 3 M F- O 0= cV J t(7 z 0 0 E~ o O C7 O o V) QQ ozO +��, O +a 6Z �Q r- 1- Q O J m �~ Z z M� M Z �az� ca�w� V)MV) v~im N Q N N � M TYPICAL SECTION — 10TH STREET N.E. NOT TO SCALE ,A LIGHT LEGEND: 7.5' 12' 11 10' 11' 12' 7.5' EXISTING STREET LIGHT z EXISTING J-BOX- B NEW TYPE 1 J-BOX ii�Jlil�i� i� 111lliiliill -liliilTiL-i1Ti�1 TYPICAL SECTION — 10TH STREET N.E. B NOT TO SCALE Q3 GENERAL NOTES: 1 — PROVIDE AND INSTALL CHANNELIZATION AS SHOWN IN ACCORDANCE WITH THE CITY OF AUBURN STANDARD DETAILS AND SPECIFICATIONS. 2 — TRAFFIC SIGN AS DESIGNATED ON THE PLAN AND SHOWN IN THE SIGN LEGEND SHALL BE PER MUTCD. 3 — ALL SIGNS SHALL BE IN ACCORDANCE WITH MUTCD CODES AND SPECIFICATIONS. 4 —TRAFFIC SIGNS SHALL BE INSTALLED PER CITY OF AUBURN STD. DTL. TRSP-1. 5 —REMOVE EXISTING CONFLICTING CHANNELIZATION IN ACCORDANCE WITH METHOD APPROVED BY THE CITY ENGINEER. CONSTRUCTION NOTES: 1�- INSTALL 24" SOLID WHITE STOP BAR PER STD. PLAN TRLM-4. 2�- INSTALL DOUBLE SOLID YELLOW LANE LINE WITH TYPE 1Y AND 2YY RPM'S PER STD, PLAN TRLM-1 & 6. (D-- INSTALL SINGLE BROKEN WHITE LANE LINE STRIPE AS SHOWN. 4� INSTALL DOUBLE SOLID WHITE LANE LINE WITH TYPE 1W AND 2W RPM'S PER STD. PLAN TRLM-1 & 6. S�INSTALL PAVEMENT LEGEND AS SHOWN PER STD. PLAN TRLM-2. (D—REMOVE REMOVE EXISTING STREET LIGHT AND FOUNDATION IN TOTAL. REMOVE EXISTING J-BOX, INTERCEPT D STREET LIGHT SYSTEM AND AS REQUIRED. U w z0 Uo O I? z �? 0 CD L6 J L6 J r- W W M W W N d d n rr � kr W l(i a_ QL J O W Y —1 � ��mm O LLJ OJa- WO_ m0J� o O Z V) 0 WV) W U I— z � Z = tnWa-W� R'C' LIGHT LEGEND: LLJ W Y mC� O0 mW J a- W CL 0 0 _j � + )Z(n r— r7CWfnW U H N �LOLJ � w � O M El LIMITS OF la PHASE 1 I CONSTRUCTION 'v o �A- F'N �u PROPOSED NEW TRAFFIC SIGNAL BY TRANSPORTATION, PLANNING, AND ENGINEERING. REFER TO THAT PLAN FOR CHANNELIZATION DIMENSIONING OF INTERSECTION. xi STREET LIGHT SERVICE CABINET PER CITY OF AUBURN STD. DETAIL TRSL-3 AS-BOIL T � Record Drawing Certification PROJECT REF.- :a'A'C 00 LS- THESE DRAWINGS CONFORM TO AN AS -BOIL T SURVEY PERFORMED UNDER MY DIRECT SUPER- VISION. These plans are approved for conformance with the City of Auburn's Engineering Division requirements. By 'j 'eNN.s J DateD/- Trtle/Position D�u�' �f��� ✓+%*-+� Approved By: Confirmed by Clty: Date Date Approved.- F'N �u PROPOSED NEW TRAFFIC SIGNAL BY TRANSPORTATION, PLANNING, AND ENGINEERING. REFER TO THAT PLAN FOR CHANNELIZATION DIMENSIONING OF INTERSECTION. xi STREET LIGHT SERVICE CABINET PER CITY OF AUBURN STD. DETAIL TRSL-3 AS-BOIL T � Record Drawing Certification PROJECT REF.- :a'A'C 00 LS- THESE DRAWINGS CONFORM TO AN AS -BOIL T SURVEY PERFORMED UNDER MY DIRECT SUPER- VISION. These plans are approved for conformance with the City of Auburn's Engineering Division requirements. By 'j 'eNN.s J DateD/- Trtle/Position D�u�' �f��� ✓+%*-+� Approved By: Confirmed by Clty: Date Date Approved.- z 0 a = N o J W Z Z aJ W W W W W U z_ U U U U U W W W a- ZI I— (tJ� j� 0 W m N 0 W u) 0 L. J u') 0 LIJ V) 0 W v) Z vJ W W W W W + ° C� z mmmmm mY OO Y D Y O Y D Y O a Q j J W �LO Q V) Q (n Q �0 U 1 W V ==__ cn cn cn P u) m Ir Ir c 00 rn a) 0) � p rn OIL IN N Ln N ri rn N CD CA a 0 Gi T,,tr) (DLo N Z O U N Z W Co D W W Cf) r a: -A U 0 W Z W a T LO Z O J J 00 0 ° > ,-N C� Z W 00 00 � D J a O co 3: I— W 0 W J L LO U v ' 0 o - 2 N Z `o _II > m m m rn m m 0 N N N Y = o 0 U Q in 0 _W _ U U o Z� gV) w J x Q w LLJ Q 0 N 00 z X 00 N cD I� 00 > z z I I ww N Q — Z Ln N CIA :Z — F- I-..-. Ln LO W L 00 Li Y 0 to 2"672 IS p �� F� T ELF. ssZ�NA L ENG\ ) 0)m L V) EXPIRES 9 23 99 0 0 Prr Age l I of 14 File: P:\SDSKPROJ\6292\ENGINEERING\6292lC1.DWG Date/Time: 05/28/1999 16:18 Scale: 1=40 jason Xrefs: Z6292-S,Z6292-T,Z6292-BR, 0 �0114 00 Q 8 OF 12 —-- ,a,,e,., w+�,� PLAN ' � W W w W W W W.' , w � W w W W W W W w � • W Y W� L 0 AND RARY FIL CONTROL ERQi iw w i i ♦ ♦ • ♦ ♦ i w w ♦ w ALL `I�� �J`(� F war-�j/ W w w W W w i w +' w w s- -+••• Tay 10 \ i'� i i •l+ J• J• W �g •Y �. .� .� ♦F♦C Ei....- w '�. '1'}i i i w �. .� .� �. �. w . t ��LiER FABRIC FENCE W w w w1 PO/,. W�GWW �.:+I,• W W w i i W W J!L''d-' i i w W w `F W • • • i i ii :i i W Wv�a 3e rE CB E mA 1_�EL � TEMP. DISCHARGE RI'�=s2'�I N I � UNDER EXIST. GRATE 1�ETfyAN�DSw (�FR0�1 �'1G.� 2 w W W L W r CONTROL STRUCTURE #1 i i W w W W W • w i ii i i i E=s9`.02 �12 FT; s� W TO PROTECT STORM 3._ IE.=59.9 IE=61.0 - Af'PIE. EDGE 8F yEXfST $ , , SYSTEM FROM POSSIBLE -, i w w w w w° w W w W i w ♦ i • i ♦ ♦ w wr W w w + 1 !I ������ ���� F.��i. � i i i i • w y .� .� qW W W I IN y ` SEDIMENT RUNOFF ,,,. \ w< ♦ W w w W w W W w i•V �• ♦ w V�Of�G REPORT ©A�Et� .�1 1y%�•-- _ � SEE DtT INSTALL: 6' CHAIN •' f • W W W W W w �" INSTALL. TEMP. DISCHARGE R1p RAP INSTALL: `w W W w w W W W i+ w W W W W w W W w M. r i w W W W W W Y Z�Y W W 4 ,' FROM SITE LINK FENCE 10' WEST �� • w W W w/� GRAVEL FILTER WIN CONTROL STRUCTURE 2 °� �+ PROTECTION GRAVEL FILTER W W w i W W W w'TLN© DELNNEATION w RFPaRT* „ • i W W I>uSTA� W ,r' i -- INSTALL: ��► �•.? OF P/L. PROVIDE F1LTE,,.- +�• W w W/ PER DETAIL IE61.0 '�W i W i W W w W w W w • . • i . • •6iLTER FABRIC W i w 1 RIC W FENCE f' �. --'' 660.87' TOP EL.-63.0 QEfAIL I : 0 OUTFALL SILT FENCEWINDOW PER DETAIL 1, �� �("� PER BET. -SHT. , J 1 J 4 1 ttlM=62.47 w i i i W W W w W W w y W • ♦ • • i W w% i i 1�. i i v + -t;'51 2 2; VC -.-+- - �, IE=60.5 BAFFLE TOP OF BERM EL=63.0 57.54 12 PVC N) s •n'"�► �,,,.._-`7w_c.V r'"'� +ri". ,y'` I �` E..58.77_iY PVC S))i. E` OFFILE IINI.4 GULVEF L - - - - _ 63.95 FL) 63.9 63. 5 _.._..-- -- _ I 04 _. 63.8 FL ) m - - .-_... s - - - -- -- � 63.6 63.7 - �y �1 r EX.BARRICADE .. ... , .. ... .... - - .: . .. ♦ E - - . - ... - - EX. CB SY - i ---� y J n ... f .., .. .* f s Z Z Z - RIM=83.91 26.-' m - TER N IE. 60.96 ,2' D.I. E �, fir.. y� ,� Dy IE.=60.N S12' CONQ NW) 14s 64.0 .r l - - ._.-. I �- UU IE.=80.91 r,z• co"c. sE) I 50' WIDE UNDISTURBED BUFFER ""' s, 6' 1=' FROM EXISTING WETLANDS 6 i ... t 65.0 RIM-63.86 65.5 �' m o m \NUU I __. .. *-' 1 5 - IDE I IIE =55.28 (10 PVC N, / f I- Q �Q Q Ex, ` INTERCEPTOR 1 EN \� 1 63.5 JWFL 50' WIDE UNDISTURBED BUFFER E:=65:26 CHANP 0- P W) c� LA_ 0 L� WATER , .� DITCH WfROCK 15 WIDE r 0 LF Fh/C f Si' INSTALL:- ` ,� 0 0 Z VALVE FENCE I co - FROM EXISTING WETLANDS _j co I I CHECK DAMS EASEMENT _-'•- • 2.5� 3 it0' ROCK PAD 40 LF TEMP Sy ti a z Q t"9 `,�►,� PER DETAIL I - �. N e PROTECTION ® ®0.5% A CE + 4• .,,' mo ENTRANCE OF 6' CHAIN 1 �/ INSTALL: FL ' 1 I PVC I DITCH TO POND IN ° ( ) �. INS?lILL: L ... - - - - - _ 10' WEST OF P L ''' .4 m m m m � LINK FENCE %`:1f �/ TEMP SIGN D ECTING a 64.25 FL "+ ROCK PAD - .� - - - - (TYPICAL) n - 64- PROVIDE FILTER FABRIC o ©o 0 INSTALL FILTER FABRIC UNDER PROTECTION ® -� �►* - - - - - - - -- TRUCKS EXITING SITE a - - - - i I WITH FENCE THROUGH WASH PAN a EXISTING GRATE TO .� ENTRANCE OF FL I / r 66� ' a tt � I Jtn JJ I �, AND INDICATING WATER i PROTECT STORM SYSTEM FROM 6s DITCH TO POND FL l } �I `-. 65.0 / rn " ' POSSIBLE SEDIMENT D . DEPTH. / ,� DIT w i RUNOFF FROM SITE ; ROSION AND _ _ J INSTALL TEMP. CONSTRUCTION / ,+ U m / D NTATION H S , - '1 ,/r+ CO OL POND No.2 �� ROUNi`iVV Ts �` WITH TIRE WASH PAN PER / � 3 ,n 1 64.3 FC �' 1- 1 ' As "♦� BO M EL.=61.0 LEVATION 'r �' ,4 ; `` PER DET. SHT. OR PROVIDE / ' A ROXIM EL -" ALTERNATE DESIGN TO CITY / 1 EX � Duo a I / ^F / / SATELLITE m r (V cV MA W.S. EL.=64.0 iii MIN OP POND EL.=65.g E` FOR APPROVAL. 1 DISH ���, • �. / : E TEMP. EMSION AND �`� / - Do co In Do TION VOL E = '�51,570 CF � `�, EX. I - SEDIMENTATION I -� HIGNI SEASONAL GROU W ER , 3) I WATER?. , � #� CONTROL POND No.l- _ _ -z_ ._ _ ELE`V TION APPROX. ,j .0 (SEE NOTE 3) t K VALVE , . ro. ' FL) �►� STRUCTURE. Z { �' BOTTOM EL.=61.0 { 65.25 FL 1 I ♦ MAX. W.S. EL.=64.0 INTERCEPTOR DITCH MIN. TOP POND EL.=65.0 'f w, W/ROCK CHECK VOLUME = 59,180 CIF 6h' _. DAMS PER DETAIL 65.406�( }' :1 FL S� HIGH SEASONAL GROUNDWATER �.' LIMITS OF DITCH ELEVATION APPROX. 61.0 (SEE NOTE 3) / 64.7 FL) 64.7 FL , ' _ 6U I (TOP) OF SLOPE) 4 •ti s _ LOT (4) �9 . LOT O I - _ . �,,.. WTALL F1 1M FABRIC . UNDER ~` -' -`-- _ 65 6• ( MISTING GI�I<°E TO � _ _ �' - - . _ j ; %. CHAIN UNK F PROTECT STORM SYSTEM FROM � �'"K FENCE: ROVIDE 30'x2O' WIDE / W m cR / i 64.8 FL .:.. • t I ° Ex I :,. ROCK PAD FOR TRUCK ) (n POSSIBLE SEDIMENT • EIXriKC"HAIN LIGHT / .� 64.9 �. RUNOFF FROM SITE � _, YARD I ° ACCESS TO SOUTH Pi�RTION 0 , •� ss , �♦ 530 LF o OF SITE. .85 ((12 %!. E) IE:-81.81 (12' D.i. NW) 1 `�' I m IE.=61.88 (12' D.I. W)':.. ► 6•S + �: j..,�'I FILTER FABRIC FENCE ALONG . ;35 LF 'i�`MP. � � �* 31 TOP EX. DITCH FL 8" SD / I Ps r W two 65.8 REMOVE 3 ' I 65.5 t SECTIONS OF EXISTING I •$ Z CHAIN LINK FENCE INTERCEPTOR �, I / FOR TRUCK ACCESS TO SITEcq 2' CMP W) 5 FL DITCH W/ROCK AI ! co B YARD > CHECK DAMS PER DETAIL co LIGHT PER DETAIL Nam' HDYDRANT 14 NOTM ARCEL ."A� � ' { I I aL E/P r -.. _ 1) NO 0016vwxnON ACCESS WILL BE / m A►Li 'D' STREET NE. I 6,z ALL TRAFFIC SHALL DITCH CW/R CK o 65.1 FL) +ram I 65.5._ FL } I ti er---------------------...-,THE ,_ CHECK DAMS co z EX. LOT LINE , .i r AND 'A" STI�ET NE -PER--DETAIL 1� ,, EX CB I 67 9 \ ( I R RIM-64.99 'Y low✓ IE.=62.54 12' D.I. � . ` - i I 1 Ir`- 4CO IE.-62,58 �12' D,I, n) t .°s� • ip �`� I _ - L/ F I"!f1< OF - itl CAI AM WOW { EXISTING A.C. Pi�VEMENT �' A CONTRACTOR SHALL HALT M Ali A AN _.- 5.2 FL +r. ..• TO REMAIN UNDISTURBED +4 I _..-_ _ S LARGI� fIOI �. � � � � u CHAINCE EX, 65.7 F ftb ti ,,.� EXISTING -- VAL1VE _ -- _ �'�•.,`' .L,n.+ CHAIN LINK t"� s., C1 aim , - ��_ �•0 FENCE TO REMAIN �, ~'`�' dow �- I • :: I 64.4 FL 3) '1E !"1 1F1 ►ATIaNB I AFAI M ,� EXPLORATION LOT _ . ` 'y HOLE TK>1V CONT� WETL 65.3 FL J I 65.8 FL \ ' -'- BY JOHN B WE" # t r-,.. .►. Q to DAIM � to Z I I j _ > ( 68 � 1 t � m I � 67 .--•-^' I ti IE.=s2ss (,2• CMP N7 r1 „'.._. � ,,-.L,-"•_,a� � ....i/� /� r -' 00, I 65.9 FL I ♦ f �''ua .6 / rn LOT (1) m N11 STALL TEMPORARY II EX. CHAIN EX. 64.5 FL U ` � r LINK FENCE " FILTER FABRIC FENCE 't Ein 0 Or u61• je"e s E fffJJJ // �t '8 65.5 FL) 1 ___.- -- ..PER DETAILS _._-+-"-�...,.. _ $ >�!U _. 66.0 FL ALONG PR LINE ar EX. HYDRANT Z m / A Ex. -.---_.,- ^� •,- .- _._....- a ..1"'• POWER -_ Q67.5 PANEL EX. VVAAL.VE , •� �, 8� 435.70' `� ~"" YARD ma, .2 Ex. E/P -'��. °Ws�v VAUWLET UGHg °m 9g L1 �.._. �_. _._ _ _64 - _ _ .._...__ ..._.... _. _ _ 4 I� I � �►� �.N-. ... ... 6$ -. .. 9, m 1` _. ._...._.__ ��... __ ..............._,_.._,��o - - y *;Z==7- / o EX, HYDRANT X ,� CHAIN EX 11 EN 4YDRVT 227.9$ EI< ; lj W EE J VALVE 4NK FENCE VALVE CONCRETE PAD « M�LBOx A ` / = U' U sw tK, CHAIN i s �_' - `� / INSTALL TEMPORARY � Z .-_ _ _ - v� / Z > 4 I LINK FENCE I @�` /i► FILTER FABRIC FENCE C7 z Uj ( x v 64(PER DETAIL SWEET) t ALONG PROP LINE X w Q I � x o~ EX CHAIN \� I Q Z W { --„ SPECIAL NOTE -. 00 N Z 5; 1) SITE FILL SHALL BE COMPACTED TO 95 PERCENT ` I 65.4 FL ' s MAXIMUM DRY DENSITY PER A! M D-1557-78. INSTALL TEMP. SIGN INDICATING ! ` 65.8 FL EXISTING DRIVEWAY NOT TO t ' { ` INSTALL '� )If 2) SOURCE OF FILL SHALL BE PRE -APPROVED USED AS CONSTRUCTION ACC N I I '�►.r FILTER FABRIC FENCE N ; BY THE CITY OF AUBURN UNDER ANY CIRCUMSTANCES I �s '' ��„ UNDER EXIST. GRATE FL co > TO PROTECT STORM x w cI t h 6 7 s��.� SYSTEM FROM POSSIBLE OD ' ' `s EXISTING DRIVEWAY INSTALL TEMP. s7` SEDIMENT RUNOFF 66.0 FL CR Z TYP1= III BARRICADE d FROM SITE o NOT TO BE USED-.w o DRIVEWAY °s INSTALL TEMP. EXISTING DRIVEWAY DURING CONSTRUCTION EXISTING , x E I ' - r' TYPE III BARRICADE NOT TO BE USED DURING o !' j NOT TO BE USED �• I CONSTRUCTION ', N M s5.5, v `rd► EX. SSMH i DURING CONSTRUCTION '�.� EX SSMH - __ IE.=62.04 12• CONC. E 1 RIM-67.99 66.5 FL RIM=s7. e INSTALL TEMP. wA> IE.-58.03 12' PVC N) IE.-50,43 (8' PVC NE) t S RY ` _ 7 �y� � -s6.,3 1z• PVC s) 1irl� III BARRIC1i __ m IE,=60.43 ($" PVC W) lrR.�f11 �`•.FEN(,iE " PVC �E) ' rM. (:f I 67.5 FL EX- - x z DETAI a-60x L SFfiEET) - w GRA 0008-94 '' v ALONG PROPERTY LINE _ _-:.: - _.. -..._ ����� _.. 66 0, ,► .� 0 � 0'4 o IL ,- - - -- 67 _-_ _ �EX.��`J- ..-d. R x 9 h cgs 4 � � � °-°= -m / � • � - � - SGN m eP ..- � ` Q O�5 : THESE PLANS ARE "APPRONEcr FOR: - _ - p -------j----- --------------------- _..- CONFORMANCE YVpM THE CITY OF ...' , ,„�� �- �- � ___:� �•'" � `-_,; .6°.MA"s N ENGINEERING I QUIREM B -5.58 ,2' PVC 61.2 + ,`'�.� RI -8 . '� �i-.,.,�,-^-• IE.-=7.70 ii' PVC `' IE.-59.53 (12- PVC N) STREET �, IE.=63 32 4R' �� 567 R�® E. 7 75 PVC ) Approved B EX. ssMH •~'" . ,- �- HYDRANT $ 3 1����._...._...-....,.,.._,.. us WATER RIM-89.21 _ EX.VALIt VE O✓�IA L �r Date Approved: !J IE.=59,06 12' PVC N) - ----� - --- - ^~ METER 8 r (,2" CON In �- , ----- ---- ----- -- ----- ------ o - -`� ,: --- - EXPIRES N 3 �- ) a tz• co"c s s PP IE.=59.22 a" PVC E) °m ---�-_�• _ �0 p IE.-59.12 12' PVC S) ; - ,�'" Ex. CB /'_- . ' IM-67.2.-... oy..� �6 !Lr OIiR X� s g° ,� t � , L IE•=63.88 12' � '� ......._ t METiR � File: 4995 Dow 29 1995 11:26 SdW 1-M Travis Sater, 6CIt XrVs: 0tX7►�t�64 609 I I ____ . I %_*�� I � I I I - . . , I . . . "I I, I . 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I , I .� 0 . , � �� a z 1, - I 6 .. 715 9 0 0 0 m .2 z: 0 � V) "t V) (1) - , 1 !2 :� !2 � E & C-) .1 � A�. - . t z - 2 2� I V) . w . V) I I LLJ Z) z I ift, , 1: � ,a LLJ � 4 > $1 r% 01 z . 0 0 N 00 0 00 "'# z cy) (gr CD w z A , Fl� i 1 C'4 1 r- uj LLI Z . .4 . I LO . 50 _03 .r- LLA >0 Ir- I 1 C14 !i , _j I 00 LU . .... �! 5 T ��e - . , � I . , I . ,, . . U c/) v ; 1#14' 1-1 , 1 4w/ f . % ;#_ � , I , s (3 I z x w 0 40, Q� .4 A�' Isv 0 co,o:s, L_ Vol 0 LO m E 0) --- 3 0 z Im 0 15 .c .0 cn 102 v .- � got I - 11. -1 r I I - I I () F 12 jo ATRUC "EQUENCE: 1. S1 H'EDC3LE AND ATTEND PRECONVRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING LIMITS AS SHOWN ON PLANS, Ak OW 50' WETLAND BUFFER AND INSTALL FENCE 10' WEST OF PROPERTY LINE AS SHOWN ON PLAN 4. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. CONTRACTOR IS RESPONSIBLE TO SWEEP ALL AFFECTED PUBLIC ROADS AS REQUIRED TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 5. INSTALL TEMPORARY FILTER FABRIC FENCE. 6, CONSTRUCT TEMPORARY INTERCEPTOR DITCH AND ROCK CHECK DAMS. 7. CONSTRUCT TEMPORARY SEDIMENTATION PONDS, INCLUDING OUTLET STRUCTURES. 8, INSTALL FILTER BERM AND PERMEABLE SILT FENCE WITHIN EACH POND AS SHOWN. 9, CLEAR AND GRADE SITE AND AMEND ESC FACILITIES AS REQUIRED. CONTAIN AREAS OF ACTIVE EARTHWORK TO PREVENT UNCON-ROLLED DISCHARGE OF STORMWATER AT ALL TIMES DURING CONSTRUCTION. 10. WATER THE SITE AS REQUIRED TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. ADDRESS SEASONAL VARIATIONS IN WEATHER CONDITIONS AS REQUIRED. 11. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND ESC FACILITIES MUST BE GRADED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO PONDS. 12. HYDROSEED ALL DISTURBED AREAS UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. MINIMIZE THE EXTENT AND TIME SOILS ARE EXPOSED ON THE SITE. 13. MAINTAIN ESC FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION HAS PAWID AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT LADEN WATER INTO STORM DRAINAGE SYSTEM. 14. REMOVE TESC FACILITIES ONLY UPON CITY OF AUBURN APPROVAL. 15. PERMIT FOR GRADING AND FILLING EXPIRES OCT. 1, 1"'S, WO Ww SITE SHALL BE STABILIZED FOR WATER CONDITIONS AND THE PERMIT ED. OPLASOWAND MOOMRYE ION AND SEDIMENMATION CONTR-140TES: 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENT16*/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 RUN-OFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS, 2. THE RETENTION/DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS NEEDED TO MEET ANTICIPATED SITE CONDITIONS, ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. FOR GRADING AND FILLING PROJECTS ASSOCIATED WITH A BUILDING PERMIT TEMPORARY `1RAINAGE CONTROL MEASURES SHALL REMAIN IN PLACE UN 11IMMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL AND A CONVERSION FROM TW TEMPORARY TO PERMANENT SYSTEM CAN BE MADE. 4. ALL TEMPORARY EROSION CONTROL FACILITIES, INCLUDING THE PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ON PROJECTS WITH FILL AND GRADING PERMITS ONLY, AND FOR WHICH NO SUBSEQUENT BUILDING PERMIT HAS BEEN ISSUED, AN AS -BUILT OF THE GDESC PLAN WILL BE REQUIRED UPON COMPLETION OF GRADING ACTIVITIES. 6. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO OCTOBER 31 ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAN"000 HEDULED TO REMAIN LWRKED FOR MORE THAND SHALL BE STABILIZEMWN 10 DAYS BY MULCHING AND HfDROSEEDING. FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AIM OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWED FOR MORE THAN 7 DAYS SHALL- BE STABILIZED IMMEDIATELY BY MULCHING AND HYDROSEEDING. GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS, SPECIFICATIONS, AND REQUIREMENTS. 3. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ON SITE DURING CONSTRUCTION. 4. A PRECONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF HIDDEN UTILITIES. ALL VISIBLE ITEMS SHALL BE THE ENGINEER'S RESPONSIBILITY. 8. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. IHE CONTRACTOR SHALL INSTALL, REPLACE OR RELOCATE ALL SIGNS AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION PER THE CITY OF AUBURN STD. DETAIL NO. TESP-1. SPECIAL CONDITION NOTES 1, DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 1 TO OCTOBER 31, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS BY MULCHING AND HYDROSEEDING. FROM NOVEMBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES, EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL AMN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY 1 f MULCMG AND HYDROSEEDING. 2. THE CONTRACTOR WILL 9E TO It SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT CONSTftftft' ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED C ROADS, AS NECESSARY, 74 REMOVE MUD DEPOSITED AS A RESULT OF ECT CONSTRUCTION ACTIVITY. THESE ACTIONS WILL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL. 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITION. THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY OFFICIAL. a, THE CONTRACTOR SHALL NOTTFY THE CITY ENGINEER FORTY-EIGHT (48) HOURS IN ADVANCE OF THE TIME WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, 'MIOLIDAYS OR OTHER THAN NORMAL WORKING HOURS. JE60 !fir C4 Date/Time: 08/28/1995 17:05 Scale: 1118M *4ft SWALE FLOWLINE POSTS LINE POST !'+►. ��� 2W ♦fie P*f ►�� • f f, emu 17 77 1 ., ul • • �• -� 3' ROCK CHECK DAM FILTER FABRIC MATERIAL 60' WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE. rarxl4 GA. WIRE FPWIC OR EQUIV. BOTTOM OF 6' MAX txC ••D POSTS,1•'• OR OR EQUAL ALTERNATE: STEEL FENCE POSTS SUMP BEHIND ROCK CHECK DAM SHALL BE INSPECTED DAILY, AND CLEANED WHEN COLLECTED DEBRIS EXCEEDS 1/2 OF ITS DEPTH `- 0.5' MIN. L KLT KUUK INIu - SWALE MIN. 0,25' NOTE: ROCK SHALL B I,. T QUARRY ROCK. KEY ROCK INTO SWALE 0.25' (MIN.) LE X-SECBM AT ROCK CHECK DAM ROCKDAM X-SLCTIM ROCK CHECK DAM DETAILS NOT TO SCALE 36" MIN. CMP STANDPIPE OPEN TOP, CLOSED BOTTOM ENCASED IN CONCRETE E1_.=65.00 0.5' EL.=54.50 ?•� 0 0 25 YR. MAX. WS O 5' f ELEV.=64.0 ' W.S. o 0 1 1/2" WASHED ROCK •1 r• 0 0 0 ". " _ GRAVEL CONE WATER TIGHT SEAL?-77 - _" ; • . 12" PVC r ti..• ° • `"'` 6" MIN. , •'�. '` ': DEAD RELEASE Eti1 0 STORAGE Q 25 = 1.76 cfs Q�25) = 1.26 cfs - "` 1Yx12"x12" PVC TEE 2'MIN RUBBER GASKET JOINTS 1" DIA. TYP., LES MIN. ® 10" O.C. PERFORATIONSSLL BE LOCATED WITHIN 12" RUBBER GASKET I THE LIMITS OF THE GRAVEL CONE PLUG W/ORIFICE _ 6" CONC. BASE DIA.=2 3/4» N. POND ' I �_I I ��I �= COMPACTED GRAVEL BASE DIA.=2 1 /4 (S. POND POND BOTTOM EL=60.5 1. PROVIDE A RIPRAP LINED SPILLWAY, 6" MIN. ABOVE STANDPIPE OPEN TOP. 2. A MULTIPLE PHASE POND SEPARATED BY PERVIOUS GRAVEL WINDOW MAY BE REQUIRED TO CONTROL AND TRAP SEDIMENT, AND TO REDUCE DISCHARGE ENERGY. 3. POND CHARACTERISTICS SUCH AS DESIGN VOLUME, INFLOW, OUTFLOW, MAX HEAD SHALL BE SHOWN ON PLANS. 4. THE OUTLET PIPE SHALL BE A MIN. OF fr IN DIAMETER AND OVERSIZED ONLY WHEN APPROVED. 5. INDICATE SHGH GROUND WATER ELEVATION. TE PO '"' -PEDIMENT POND +C TLET111111110 III STRUCTURE NOT TO SCALE MAT CONTl L NOTES: 1) CONTRACTOR TO MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMP. GROUND COVER AND OTHER TEMP. STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2) DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3) ALL TRUCK FIC MUST USE TIRE WASH PAN CONSTRUCTION ENTRANCE AS DESIGNED AND SHOWN ON THE TESCP TO PREVE RRYING OUT OF MUD ONTO 14th STREET NE. 4) ALL OPEN BODIED TRUCKS 'I NSPORTING FINE MATERIAL TO SITE MUST BE COVERED TO PREVENT DUST FROM BLOWING FROM IW TRUCKS. 5) DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. 6) MIN. OF ONE WATER TRUCK SHALL BE AVAILABLE ONSITE AT ALL TIMES DURING CONSTRUCTION. -- 7) PRIOR TO COMWENCING WORK ONSITE, THE CONTRACTOR SHALL SUBMIT A WRITTEN PLAN EXPLAINING HOW THE ITEMS ABOVE SHALL BE ACCOMPLISHED. f THE TEMPORARY EROSION AND SEDIMENTATION PONDS WITHIN THIS PROJECT ARE OPEN PONDS WHICH CAN HAVE A DEPTH OF APPROXIMATELY 3 FEET. IT IS NECESSARY TO REMOVE THE ACCUMULATED SILT AND DEBRIS WITHIN THESE STRUCTURES. MAINTENANCE OF THIS FACILITY, AS WELL AS BOTTOM OF ALL PONDS COMILD OCCUR AT LEAST EVERY 3 MONTHS. INSPECT/REMOVE ANY DEBRIS THAT BE DEPOSITED BEFORE AND AFTER THE RAINY SEASON OR MAJOR STORMS.\ THE ON -SITE STORM DRAINAGE \IR�EPTOR C011MEWCE SYSTEM ALSO WILL NEED TO BE INSPECTED PERIODICALLY, REMOME ANY TRASH, DAIS, OR SEDIMENT BUILD-UP OICH COULD BLOCK THE FREE -FLOW OF SURFACE -WATER RUN OFF TO THE SYSTEM, 'Io 2"xC WOOD POST ALT: STEEL FENCE POSTS FILTER FABRIC MATERIAL q b c 2"x2"x14 GA. WIRE FABRIC OR EQUIV. `I �I PROVIDE .75" - 1.5 ce WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES cr 0 a: OF FILTER FENCE FABRIC ON °o o j THE SURFACE ¢� o a 8" MIN. � v u O NO � Y Y Y /! O 006TV AL Z ado \ co . . 1_� �� GNP InLO ao TOP OF BERM X N IS ONE FOOT I. DIVIDING POND 25 YEAR-24 HOUR INTO TWO CELLS DEb`IGN WATER SURFACE 00 o o , -0 o/\j0VARIES -0 ovo ov ooio" "o TOP OF ROCK op op 00°0 00MAX, WATER SURFACE OWE 10, 4"-6" QUAR'T SPALLS OF 0.5' W MIN. DIA. ► X a: top .. L 6' MINIMUM 0V4WwwFLOW SPILLWAY DETA tg' THICKNESS QUARRY SPALLS LAYER ; NOR TO SCALE 2 Q o a 2 to MINIONS V CELL POND iUj NOTE: 'KEY NOT REQUIRED w • 1qJqJ 1I�r .04.11MARRY SPALL & GRAVEL ' TO SCALE SILT FENCE LOCATION D ETAI L N.T.S. CONSTRUCTION ENTRANCE NOTES: 1) CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND CLEANING THE APPROACH ON A REGULAR BASIS 2) IF DIRECTED BY THE CITY ADDITIONAL QUARRY SPALLS MUST BE ADDED. 3) THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION. 4) MIN. WATER DEPTH TO BE MAINTAINED AT 1 1/2 FEET IN TIRE WASH PAN AREA. 5) CONSTRUCT WASH PAD AS REQUIRED BAS ON FIELD CONDITION OR PROVIDE ALTERN TO DESIGN CITY FOR APPROVAL. M>MOSEED MIX: RATE* PATE* SIED (LB/ARCE) (LB/1.000 F172) (LB/ARCE) 1.0 44 0.6 26 CR OR 0.6 26 TALL FESCUE (TURFIYPE (FESTUCA ARUNDACEA) VAR. WHITE DUTCH CLOVER 0.1 5 (TAIIIDIJUM 09PENIS) 1 TO MARCH 30 1.8 80 (LOUUM MUORUM) 1.8 STARCH-SAM MOISTURE RETENTION AGENT. QNDE EETAL IRRIGATION EVERY TT1Nf0O TOTHS DAYS TO MEET AN OVERALL PRECIPTATION RATE OF 1 INCH PER WEEK WEIGHT IN PURE LIVE SEED (PLS. 5) MIRAFI MTEP NOT TO SCALE _w 00 z S zw Z W g V) LLI x �z z w 0) CN0 0000 I 1 wW .-- z is z LO z - w 0004 DwN O j CONSTRUCTION EM"ANCE � le WITH Tif-WASH 16AW� NOT TO SCALE 'SE PLANS ARE "APPROVED" FOR WFORMANCE WIT H THE CITY OF 111C!l URN -IMINEERING DIVISION'S REQUIRE111bn Approved By: PA Date Approved: 0 609 Gb im 11