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HomeMy WebLinkAbout04D1750DWG INDE) LEGAL DESCRIPTION q ALL HOSE PORTIONS OF HE SOUTHEAST QUARTER AND OF HE M NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT HE SOUTHEAST CORNER OF SAID SECTION 25; HENCE NORTH 89' 33' 10" WEST, ALONG HE SOUTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 484.39 FEET,, F THENCE NORTH DO. 26' 50" EAST, 20.00 FEET TO THE POINT OF BEGINNING; THENCE NORTH 89' 33' f0" WEST, 1488.04 FEET; THENCE NORTH 01' 12' 19" EAST, 1299.17 FEET, THENCE NORTH 89' 22' 50" WEST, 638.13 FEET,, THENCE NORTH 01' 10' 46" EAST, 735.47 FEET,, THENCE SOUTH 87' 40' 57" EAST, 482.49 FEET; THENCE NORTH 88' 48' 30" EAST 175.07 FEET,• THENCE SOUTH 01' 09' 16" EAST, 175.10 FEET, THENCE NORTH 88' 50' 44" EAST, 502.22 FEET, THENCE NORTH 01' 09' 16" WEST, 132745 FEET, THENCE NORTH 58' 49' 13" EAST, 453.08 FEET TO THE BEGINNING OF A 603.11 FOOT RADIUS CURVE TO THE LEFT,, THENCE ALONG THE ARC OF SAID CURVE, PASSING THROUGH A CENTRAL ANGLE OF 59' 56' 03", AN ARC DISTANCE OF 630.86 FEET, THENCE NORTH 01' 06' 42" WEST, 92.34 FEET; THENCE SOUTH 89' 12' 74" EAST, 57.79 FEET,• HENCE SOUTH 11' 17' 51" EAST, 741.68 FEET TO HE WEST MARGIN OF "C" STREET SOUTHWEST, THENCE SOUTH 01' 10' 16" EAST, ALONG SAID MARGIN 3260.26 FEET,, THENCE SOUTH 40' 42' 59" WEST 52.40 FEET, THENCE SOUTH 89' 33' 10" EAST, 35.00 FEE I, THENCE SOUTH 01' 10' 16" EAST, 25.00 FEET TO THE POINT OF BEGINNING. VERTICAL DATUM NAD 1983 / 91 PER CITY OF AUBURN BENCHMARK NO. 31 - C. TOP OF BRASS MONUMENT AT 41ST STREET S.E. AND "A" STREET S.E. ELEVATION = 91.81 FEET. CONSTRUCTION SEQUENCE NOTES: 1. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN PUBLIC WORKS INSPECTORS, UTILITY PURVEYORS AND SAFEWAY REPRESENTATIVES. 2. SETUP AND ESTABLISH TEMPORARY PARKING LOT AREAS. 3. MAINTAIN OR REPLACE EXISTING EROSION CONTROL MEASURES AS INDICATED ON THE "ROUGH GRADING AND EROSION CONTROL PLANS" AS PREPARED BY W & H PACIFIC AS NEEDED OR AS DIRECTED BY CITY INSPECTOR. D 4. INSTALL STORM DRAINAGE PIPE AND CATCH BASINS DEPICTED ON THE PLANS. INSTALL SEDIMENT PROTECTION ON ALL NEW CATCH BASINS. CONTRACTOR SHALL MAINTAIN SITE STORM WATER RUNOFF CONTROL MEASURES TO ASSURE SEDIMENT -LADEN WATER IS NOT DISCHARGED FROM THE SITE. 5. INSTALL WATER AND SEWER SYSTEMS AS SHOWN ON APPROVED PLANS. 6. INSTALL BUILDING FOUNDATION, CONCRETE CURBS, SIDEWALKS AND FINISH GRADE PARKING AREA. ADJUST EXISTING UTILITY STRUCTURE TOPS TO FINISH GRADE. PAVE PARKING AREAS AND STABILIZE GRADED SLOPES. 7. REMOVE ALL CONSTRUCTION DEBRIS, UNSUITABLE STRIPPINGS AND TREES FROM SITE AND DISPOSE OF THE MATERIAL FOLLOWING METHODS APPROVED BY LOCAL AND STATE CODES. 8. OBTAIN CITY OF AUBURN FINAL APPROVAL FOR ALL WORK SHOWN ON PLANS. 9. REMOVE CATCH BASIN GRATE PROTECTION AND CLEAN STORM DRAINAGE SYSTEM (DO NOT FLUSH) AFTER VEGETATION HAS BEEN ESTABLISHED. 10. REMOVE ALL EROSION CONTROL MEASURES WHEN ENTIRE SITE IS STABILIZED. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THEY ARE NO LONGER NEEDED. C TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON -SITE. DISTURBED AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED. 11. REMOVE EROSION CONTROL DISCHARGE STRUCTURE AND INSTALL PERMANENT CONTROL STRUCTURE. INSTALL FINAL CONTROL STRUCTURE TEE FOR DETENTION POND. GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. U3, A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. = IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE HE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, Z4 GAS, POWER, TELEPHONE AND TELEVISION). 1 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT i THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS n OR ALTERNATE ROUTES. I 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND HIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR A TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR v APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS n OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. +� 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A ¢ WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. n 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE u CITYS "RECORD CONSTRUCTION DOCUMENT" HANDOUT. 1 2 A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. SAFEWAY INC. AUBURN DISTRIBUTION FACILITY LEGEND EXISTING CATCH BASIN (TYPE 2) CATCH BASIN (TYPE 1) STORM MANHOLE SEWER MANHOLE WATER VALVE Ed+ TEST PIT p FIRE HYDRANT FOUND MONUMENT Q:- LUMINAIRE r} DECIDUOUS TREE -o - o---- CHAIN LINK FENCE EDGE OF PAVEMENT -- - --�--_-_-= CURB LINE EDGE OF SIDEWALK - ---- - -- -- EXTRUDED CURB LINE -- - -- EDGE OF GRAVEL --- --. -- SEWER LINE WATER LINE p _.__._.. _... POWER LINE .-.-_- T ----_.. TELEPHONE -D--....__._.- STORM LINE - - - - BOUNDARY LINE PROPOSED STORM MANHOLE (TYPE 2) ■ ■ CATCH BASIN (TYPE 1)/(TYPE 1-L) SEWER MANHOLE i FIRE HYDRANT 8 WATER METER Z WATER VALVE ♦ THRUST BLOCKING CONCRETE 6y SPOT ELEVATION PROPOSED CONTOUR LINE -WATER LINE O SEWER LINE �ySTORM SEWER LINE FILL LIMIT X X- SILT FENCE -e o-CHAIN LINK FENCE UTILITY PURVEYORS WATER, SEWER AND STORM: CITY OF AUBURN PUBLIC WORKS DEPARTMENT 25 WEST MAIN STREET AUBURN, WA 98001 COSTA PHILLIPPIDES PROJECT ENGINEER (253) 804-5063 cphilip0ci. oubur. wo. us ELECTRIC AND GAS: PUGET SOUND ENERGY (PSE) 2830 SOUTH 176H SEATTLE, WA 98188 (206) 246-0087 TELEPHONE: QWEST 17095 SOUTH CENTER PARKWAY SEATTLE, WA 98188 (206) 575-2028 AUBURN. WASHINGTON SEPTEMBER 2003 LOCATION MAP SCALE 300 0 150 300 600 ( FEET ) 1 INCH = 300 FT JI i I NOTE: II MAINTAIN SITE SECURITY AND ACCESS THROUGHOUT ALL CONSTRUCTION,PHASES OF COORDINATE MING AND II LOCATION SAFEWAY INC. WITHROUTES jL aU Tp RECYCLE F CENTER 4C � - hoer WA1 .E4RRWR / �F' n'.'II:I'i4 `�` Me,', O�iNiINf}IINFN� � fti}iµHIDNN?�9 � � I� �IHHNf!QMrNtW 90R!!R6 C,w c ;W► I REFRIGERATED WAREHOUSE SITE ADDRESS N. W. CORNER OF "C" STREET S.W. & ELLINGSON ROAD AUBURN, WASHINGTON 98047 TAX LOT NUMBER: 252104-9096 . ,rl►n1qT7 5918 STONERIDGE MALL ROAD PLEASANTON, CA 94588 (925) 467-2715 (PHONE) (925) 467-3508 (FAX) ARCHITECT, MECHANICAL, STRUCTURAL & ELECTRICAL ENGINEER LEO A DALY 730 2ND AVE S., SUITE 1100 MINNEAPOLIS, MN 55402-2454 (612) 341-9500 (PHONE) (612) 338-4848 (FAX) SURVEYOR W&H PACIFIC INC. 5910 GRAHAM AVENUE SUMNER, WASHINGTON 98390 (253) 891-1333 (PHONE) (253) 891-8606 (FAX) W&H PACIFIC INC. 3350 A40NTE VILLA PARKWAY BOHELL, WASHINGTON 98021 (425) 951-4800 (PHONE) (425) 951-4808 (FAX) CIVIL ENGINEER W&H PACIFIC INC. 3350 MONTE VILLA PARKWAY BOTHELL, WASHINGTON 98021 (425) 951-4800 (PHONE) (425) 951-4808 (FAX) GEOTECHNICAL ENGINEER KLEINFELDER, INC. 2405 140TH AVE., N.E., SUITE A701 BELLEVUE, WA 98005 (425) 562-4200 (PHONE) (425) 562-4201 (FAX) VICINITY MAP A rn� W N PEASELY Y Sr R H E MAIN ST� � f8 9G � A SW 17H ST'1- WAY 21ST T //// S ND m SE ST V 3 28TH ST 167 SE 1ST AVE S 3 T c �V 0 - RD 'U 3RD AVE SE POTENTIAL UNDERGROUND FACILITY OWNERS "ONE CALL" U7LITY NOTIFICATION CENTER 1-800-424-5555 SHEETINDEX SHEET DESCRIPTION C0.0 COVER SHEET C1.1 DIMENSIONAL SITE PLAN C1.2 DIMENSIONAL SITE PLAN DETAILS C7.3 NOTES C1.4 SITE FEATURES DETAILS C2.1 FINISHED GRADE PLAN C2.2 FINISHED GRADE PLAN C2.3 FINISHED GRADE PLAN C2.4 PAVING PLAN C2.5 PAVING PLAN C2.6 PAVING PLAN C2.7 PAVING DETAILS C2.8 PAVING & WALL DETAILS C2.9 SITE CROSS SECTIONS C3.1 STORM DRAINAGE PLAN C3.2 STORM DRAINAGE PLAN C3.3 STORM DRAINAGE PLAN C3.4 ROOF & FOOTING DRAINAGE PLAN C3.5 ROOF & FOOTING DRAINAGE PLAN C3.6 ROOF & FOOTING DRAINAGE PLAN C3.7 STORM DRAINAGE DETAILS C3.8 STORM DRAINAGE DETAILS C4.1 SANITARY SEWER PLAN C4.2 SANITARY SEWER PLAN C4.3 SANITARY SEWER PLAN C4.4 SANITARY SEWER LIFT STATION DETAILS C4.5 SANITARY SEWER LIFT STATION NOTES C5.1 WATER PLAN C5.2 WATER PLAN C5.3 WATER PLAN C5.4 OFFS/ TE WATER PLAN C5.5 OFFS/ TE WATER PLAN C5.6 OFFS/TE WATER PLAN C5.7 OFFSI TE WATER PLAN C5.8 OFFS/TE WATER PLAN C5.9 OFFS/TE WATER PLAN C5.10 OFFSITE WATER PLAN C6.1 POLLUTION PREVENTION PLAN C6.2 POLLUTION PREVENTION PLAN C6.3 POLLUTION PREVENTION PLAN L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE PLAN L1.2 LANDSCAPE PLAN L7.3 LANDSCAPE PLAN L1.4 LANDSCAPE PLAN L7.5 LANDSCAPE PLAN L1.6 LANDSCAPE PLAN L2.0 IRRIGATION PLAN L2.1 IRRIGATION PLAN L2.2 IRRIGATION PLAN L2.3 IRRIGATION PLAN L2.4 IRRIGATION PLAN L2.5 IRRIGATION PLAN A®SAFEWAY INC. Corporate Construction and Design 5918 Stoneridge Mall Road Pleasanton, Califomia 94588-3229 i M O Record Drawing Certification These drawings conform to the Contractor's construction records. By LAI Title/position: Confirmed by City PROJECT REF: FAC03-0011 Date: These pions are approved for conformance with the City of Auburn :s Engineering Division requirements. el' 9/23/o3 Approved By: ;,^9j;' Date Approved: i124f03 9 se m � m qe �o m c, k 0. [ gg 0 m � q3 mm o v � _ �M V V � U Ul Z • v 5 a O U z _ O 3 U I � Q z LL ZO Q J o U � z Uj Z Q m 62 Op C) SQ Lu U)G O w U O CL Q Z m U v1 �¢ \K pu N � � a a Q � U 0 i m 0 0 ¢ 0 ti o w a O U e a �n s f rn c� 0 m m o m - w o o a ¢ o SHEE T Co.0 04D 1750 DWG INDEX At* 81712atW,@a MOM AMl AUW I I COMMERCIAL INDUSTRIAL CURB CUT PER CITY OF AUBURN STANDARD DETAIL TRAMC-09 SCALE 150 0 75 150 300 FEET N � 21.01' N0172'1a E 7299.17' f N 1 11.10 $ ^ (TYP.) cn i o E 1292206.62 D o o� 364.83' 1-p N 1 2.57 x k� I 2 E 1292231.75 a _ C1.4 Z _ 3 GROCERY w I C1 WAREHOUSE 20.00' FIRELANE FUTURE EKPANSION N '943.69 AREA 1292775.81 C Z O JERSEY BARRIER 2 Z I PERIMETER u S I (TYP.) tu Q 364.83" 871.33' 294,82' — _ _ _ _ _- 68.00' 1 A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. �6 CS PACIFIC AVE I� ME I 11 r � I � 95.58' t i RECYCLE 0 51.00, N 100.00' 1 2 C1.4 N 103894.14 E 1292770.69- .n C h _rn 11 I a 248.10 12.50' tCS' N01�Yi¢"N' 175.f0 W I, 1228.91' REFRIGERATED WAREHOUSE R= 75 00 75 00 '�" ') ui w O o N40'40 g �' . . 1�9;�.'93`\'\', lei JQ. �U 4,N1.176 N 105339.476 o i� p o E 1293178.9 B 4: 967.26 _ _ .. 377.36' L N01.1 1" 20.00' 27.30' _ "C" ROAD SW N01'IG18"W 4 25. POINT OFF, SWMG GUARD 7 C1.2 BEGINNING GATE SHACK C1.2 N 102363.9154 3 E 1293480.1289 NOTE: t 1 BUILDING PLANS. DIMENSIONS SHOWN ARE FOR FOUNDATION ONLY. S 2. FOR TRUCK SCALE DtMENSK)NS, REFER TO DETAIL 1, SHEET C1.4. i 4 10 DENOTES NUMBER OF PARKING STALLS PER BAY PARCEL D CAR PARKING STALLS REQUIRED: GROCERY WAREHOUSE: 1/3000 S.F. O 510,000 S.F. = 170 STALLS REFRIGERATED WAREHOUSE: 1/3WO S.F. O 511,000 S.F. - 170 STALLS RECYCLE CENTER: 1/2500 S.F. O 27,500 S.F. = 11 STALLS TRUCK MAINTENENCE GARAGE: 1/400 S.F. O 19,500 S.F. = 49 STALLS ADMINISTRATIVE DISPATCH: 1/300 S.F. O 8,000 S.F. = 27 STALLS TOTAL REQUIRED = 427 STALLS PROPOSED CAR STALLS: STD. STALLS 841 ADDITIONAL PROPOSED PARKING: 640 TRUCK/TRAILER STALLS HANDICAP STALLS 20 SITE ZONING M2 - HEAVY INDUSTRIAL DISTRICT ADJACENT ZONING - M2 SETBACKS: FRONT YARD: 30 FEET REAR YARD: NONE REQUIRED SIDE YARD: NONE REQUIRED SIDE, STREET 30 FEET S. g S4.02 E 1292920.14 197.14' PUMP HOUSE (BY OTHERS) WATER RESERVOIR TANK(BY OTHERS) v kL o 4r kry 1 1 3 to Record Drawing Certification These drawings conform to the Contractor's construction records. ;� / By. S r" Dote: /t =D Title/position: Confirmed by City Date: PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn 's Engineering Division requirements. C? 1/25/03 f�� Approved By A._/di'. S.ye Date Approved: 2 3 n 9 ob m M � a a ao a eo G � a a qR fi o o V s 0 a ti 3 to I U Z � Z _JI 00 3�) o LU co LU d OO OZ vi 0 W Z or O IZOr w 0 O h II Z � J mV) •Z� 4� s s s o Y � r a Q 0 0 rn 0 m a' o � w Q Y C, a o Z h 0 Y rn 0 m `Y m o m o z i w o Ln 3 Ln 0 o Q SHEET C1.1 1750 DWG INDEk I 100" AA74 ,I" MANUAL SLIDING CA TE (RY r)THFRS) ELLINGSON ROAD A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. SEE CITY OFF AUBURN STANDARD DETAIL TRAFFIC-09 (TYPICAL) U PARKING LOT DETAIL 3 SCALE. III C 1.2 1 I 2 I `b SLIDING GATE N 17.50' j —SLIDING OTHERS) p 7� R=S.00 ,::2R �00 Re" .2b - - _ 50.33' D .r1Q.4y'_ 11.92• PARKING LOT DETAIL 2 SLIDING GA TE (BY OTHERS) SCALE.: 1"=40' C1.2 NOTE: PAINTED AREAS DEFINED IN DETAILS 5, 6, 7 & 8 THIS SHEET ARE TO BE OUTLINED BY A 10" 1NOE WHITE LINE. THE INTERIOR HATCHING TO BE 4" MOE WHITE STRIPES PLACED AT A 45' ANGLE BEING 8 INCHES APART. AUTOMATED SLIDING GATE (BY OTHERS) PARKING LOT DETAIL 4 SCALE: 1 "=40' C 1.2 1 5 LEGEND: ASPHALTIC CONCRETE PAVEMENT SECTION STRIPING DETAIL FOR INFORMATION ONLY 5 _ 9' PCC PAVEMENT SECTION SCALE: 1 "=40' C1.2 _4 , g 8" PCC PAVEMENT SECTION ASPHALTIC TREATED BASE SIDEWALK y 1. 1`R 309' , w iz I I•,- n�b 42.43' STRIPING DETAIL (FOR INFORMATION ONLY) 6 SCALE: 1"=40' C1.2 ' / - � � t fig/'/ �/�A� ' • m , N 7a>s ' //,� � / , 3o.g7 �R1 0 .06p�/���7�1f�f��l�f< 4wl 10 R-45.00 ' t�44.50'=-� ' STRIPING DETAIL FOR INFORMATION ONLY 7 SCALE: 1 "=40' STRIPING DETAIL (FOR INFORMATION ONLY)8 SCALE. 1 "=40' C1.2 Record Drawing Certification These drawings conform to the Contractor's construction (records. --//-,,'' By. ` • Sl DoteIL10 Title/position: /0LS, N Confirmed by City Date: I SCALE 40 0 20 40 80 ( FEET ) 1 INCH = 40 FT PROJECT REF FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. 0 Approved Byrr,,'-''��. . -4. �.. Date ADDroved. ',I 05 05 I N eCQ ..5500 0 4 Q �pp� 4 G 0 2 N ^ o vJ Lij I J � zo JI \ W 20 3 Fl► Q J o Q Q LL J CL z0 W Q m CO W P5 z 0 Cr O m Q Z W Q I I m It V) M a p 7 7 a, O m m 0 0 a o x a 0 � 5; U ¢ a 0 Y a- o � m m m W U oos o SHEET C 1.2 1750 DWG INDE) 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS (LATEST EDITION) FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION STANDARDS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE F CONTRACTOR TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE OWNER. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC77WTY A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE INSPECTOR, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 3. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WSDOT SPEC. 7-02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. 4. ALL PIPE BEDDING SHALL BE PER APWA STANDARD PLAN NO. B-18c. BEDDING FOR FLEXIBLE PIPE (i.e. PVC, CAP, CSP, OR HOPE) SHALL BE APWA TYPE "F". ALL RIGID PIPE (i.e. DUCTILE IRON OR CONCRETE) BEDDING SHALL BE APWA TYPE "B". 5. BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, OR NATIVE MATERIAL OF SIMILAR CHARACTERISTICS TO BANK RUN GRAVEL, PER SEC77ON 9-03.19 OF THE STANDARD SPECIFICATIONS. BACKFILL MATERIAL SHALL BE PLACED ABOVE THE E. PIPE BEDDING IN EIGHT (8) INCH LIFTS, WITH EACH LIFT COMPACTED TO NINETY-FIVE (95) PERCENT MAXIMUM DENSITY, MODIFIED PROCTOR (AS DETERMINED BY ASTM D 1557 TEST PROCEDURE). BACKFILL SHALL NOT CONTAIN FROZEN LUMPS OR ROOTS NOR SHALL IT CONTAIN MOISTURE IN EXCESS OF THAT REQUIRED FOR THE SPECIFIED COMPACTION. CARE SHALL BE TAKEN SO THAT BACKFILLING OPERATIONS WILL NOT DISTURB THE PIPE IN ANY WAY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR U77LIZING THE ONE -CALL U71LITY LOCATING SERVICE AT 800-424-5555. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR EFFECTING THE CONSTRUCTION SEQUENCE. THE CONSTRUCTION SEQUENCE PROVIDED ON THE PLAN IS FOR REFERENCE ONLY. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR EFFEC7NG THE TEMPORARY EROSION CONTROL PROGRAM. 9. A COPY OF ALL APPROVED PLANS AND PERMITS SHALL BE ON THE JOB SITE DURING CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. 10. THE CONTRACTOR SHALL MAINTAIN A DAILY LOG OF ALL CONSTRUC77ON WORK INCLUDING BUT NOT LIMITED TO MATERIALS USED, DELIVERY TICKETS, INSPECTION REPORTS, SURVEY CONTROL AND AS -BUILT SKETCHES, TESTING RESULTS, WEATHER, D CITATIONS AND NOTICES. COPIES OF THE LOG AND ATTACHMENTS SHALL BE SUBMITTED TO THE OWNER AND THE CONSULTING ENGINEER ON A WEEKLY BASIS DURING THE EN77RE CONSTRUCTION PERIOD, 11. CONTRACTOR SHALL PREPARE AND MAINTAIN A CONSTRUCTION SCHEDULE AND KEEP THE AGENCIES, OWNER AND CONSULTING ENGINEER ADVISED AS TO THE LOCATIONS OF PROPOSED CONSTRUCTION ACTIVITY FOR THE PLANNED WEEK. 12. CONTRACTOR SHALL PROVIDE FLAGGERS FOR EACH LANE OF TRAFFIC AFFECTED WITH THE INTERRUPTION OF CONSTRUCTION TRAFFIC ONTO A PUBLIC ROADWAY. CONTRACTOR SHALL COMPLY WITH ALL THE PROVISIONS OUTLINED IN SECTION 1-07.23 OF THE WSDOT STANDARD SPECIFICATIONS. 13. CONTRACTOR IS ADVISED THAT THERE MAY BE INTERFERING UTILITIES, SERVICE LATERALS AND OTHER UNDERGROUND PIPES, DRAINS, OR STRUCTURES THAT MAY INTERFERE WITH THE PROPOSED CONSTRUC77ON AND MAY NOT HAVE BEEN DELINEATED ON THE CONSTRUCTION PLANS. CONTRACTOR AGREES THAT THIS IS A NORMAL AND USUAL CONSTRUCTION OCCURRENCE THAT IS INCURRED BY THE CONTRACTOR DURING THE CONSTRUCTION OF NEW UNDERGROUND FACILITIES. 14. CONTRACTOR SHALL PROVIDE THE LABOR AND MATERIALS NECESSARY TO ENSURE THE PROGRESS OF CONSTRUCTION IN SPITE OF THE DISCOVERY OF EXISTING UTILITIES, UNDERGROUND PIPES, DRAINS AND STRUCTURES THAT WERE C NOT SHOWN OR WERE INCORRECTLY DELINEATED ON THE CONSTRUCTION DOCUMENTS AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR CONCURS THAT THESE TYPES OF U77LITY AND STRUCTURE INTERFERENCE'S ARE USUAL AND ORDINARY AND HAS PROVIDED IN HIS CONTRACT THE NECESSARY COST ASSOCIATED WITH THE CHANGE IN OPERATIONS AND ADDED WORK TO ACCOMMODATE THE RELOCA7ION OF NEW CONSTRUCTION AROUND THESE OBSTACLES. 0 15. ALL THE CONTRACTOR'S EQUIPMENT INCLUDING VEHICLES, MACHINERY, MOTORS, PUMPS, ETC. SHALL BE KEPT IN GOOD WORKING ORDER. CONTRACTOR SHALL INSURE THAT THERE IS NO LEAKING OF FUELS, CHEMICALS OR LIQUIDS ONTO THE SITE FROM THE CONTRACTOR'S EQUIPMENT DURING THE COURSE OF CONSTRUC77ON ON SITE. NO ON -SITE DISPOSAL OF CONTAMINANTS WILL BE PERMITTED AT ANY TIME. LIKEWISE, CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL AT A LEGAL DESIGNATED HAZARDOUS WASTE OFF -SITE DISPOSAL AREA OF CONTAMINANTS COLLECTED ON SITE DURING THE CONSTRUC77ON OF THE PROJECT. 16. THE CONTRACTOR SHALL CONSIDER THE PROBABLE WEATHER CON0177ONS THAT MAY OCCUR DURING THE CONTRACT CONSTRUC77ON PERIOD AND HAS INCLUDED ANY AND ALL WORK NECESSARY IN HIS BID TO ENSURE THAT CONSTRUCTION PROGRESS WILL BE MADE TO COMPLETE THE PROJECT PER THE SPECIFIED TIME PERIOD IN SPITE OF THE WEATHER AND FIELD CONDITIONS. LIKEWISE, CONTRACTOR HAS MADE PROVISIONS IN HIS BID TO PROVIDE THE SUPERVISION AND CONSTRUCTION OF DRAINAGE AND TEMPORARY EROSION DEVICES DURING THOSE PERIODS WHEN THERE IS NO NORMAL CONSTRUC77ON ACTIVITY PLANNED FOR THE SITE INCLUDING SUCH PERIODS AS WEEKENDS, HOLIDAYS AND AFTER HOURS. 17. THE CONTRACTOR HAS RENEWED THE PROJECT'S GEOTECHNICAL REPORT AND FINDINGS AND CONCURS WITH THE PROVISIONS OUTLINED IN THE REPORT THAT THE SITE IS CONSTRUCTABLE AND THAT THE CONTRACTOR HAS THE EQUIPMENT, STAFF AND EXPERTISE TO ENSURE COMPLIANCE WITH THE REQUIREMENTS STATED IN THE PROJECT'S GEOTECHNICAL REPORT. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING THE EARTHWORK QUANTITIES. ANY EARTHWORK QUAN7ITIES NOTED ON THE CONSTRUCTION PLANS ARE FOR PUBLIC AGENCY PERMIT FEE CALCULATIONS ONLY AND SHOULD NOT BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE TO FINISH THE SITE TO THE DESIGN GRADES WHICH MAY INCLUDE THE IMPORTING OF SUITABLE FILL MATERIAL. GEOTECHNICAL APPROVAL OF IMPORTED MATERIAL IS NECESSARY PRIOR TO THE CONTRACTOR IMPORTING THE MATERIAL. CONTRACTOR SHALL DISPOSE OF THE EXCESS EARTHWORK MATERIAL TO A LEGAL OFF -SITE DISPOSAL SITE. 19. ALL STRUCTURAL FILL SECTIONS SHALL BE COMPLETED IN ACCORDANCE WITH ENGINEER'S AND GEOTECH'S RECOMMENDATIONS. ALL STRUCTURAL FILL SHALL BE PLACED UNDER THE OBSERVATION OF, AND IN CONFORMANCE WITH THE DIRECTION PROVIDED BY, A QUALIFIED SOILS ENGINEER. THE ENGINEER SHALL DETERMINE THE NECESSARY OBSERVATION PERIOD AS CONDITIONS AND CONTRACTOR'S METHODS DICTATE. ADEQUATE COMPAC7ION TESTING SHALL BE PERFORMED TO SUBSTANTIATE THE SUITABILITY OF THE FILL FOR BUILDING CONSTRUCTION 20. CONSTRUCTION NOISE SHALL BE LIMITED AS PER CITY CODE. 21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS AND RIGHT-OF-WAY PERMITS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS -OF -WAY 22. DATUM IS CITY OF AUBURN. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING THE SITE PRIOR TO DEMOLITION OR CONSTRUCTION ACTIVITIES AND TO REESTABLISH SAID POINTS AT PROJECT COMPLETION. THIS REESTABLISHMENT SHALL BE DOCUMENTED AS DESCRIBED IN W.A.C. 332-120. 24. GROUNDWATER CON0177ONS VARY SEASONALLY. THE CONTRACTOR IS REQUIRED TO REVIEW THE PROJECT SOILS INFORMATION AND OR PERFORM A SITE VISIT TO FAMILIARIZE HIMSELF WITH GROUNDWATER CONDITIONS ON -SITE AND WITHIN THE IMMEDIATE AREAS, DEWATERING OF UTILITY TRENCHES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND INCLUDED IN THE BID AMOUNT 25. SANITARY AND STORM DRAINAGE CLEANOUTS SHALL BE PER APWA STANDARD PLAN B-18b. GRADING AND EROSION CONTROL NOTES (CITY OF 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUC77ON ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY AND THE GEOTECHNICAL ENGINEER. 3, THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AD 177ONA DRAINAGE AND EROSION CONTROL FACILITIES MAY BE D L REQUIRED AS D G SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUC77ON IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. 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 REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY EROSION/SEDIMENTATION CONTROL SPECIFICATIONS 1. THE EROSION CONTROL MEASURES IMPLEMENTED ON THE SITE SHALL MEET THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS, THE CITY OF AUBURN, AND THE PROJECT'S NPDES PERMIT REQUIREMENTS. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. J. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. 4. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL UPGRADE THESE ESC FACILITIES (E.G. ADD177ONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 5. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. 6. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 7. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE OURA71ON OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURA77ON OF THE PROJECT. (RCW 46.61.655) STORMWATER DRAINAGE PLAN SPECIFICATIONS 1. ALL STORM DRAINAGE STRUCTURES SHALL BE APWA TYPE I OR TYPE 11 PER ASTM C-478 (STANDARD PLAN B1) UNLESS OTHERWISE NOTED. ALL UNIT COVERS SHALL BE PER ASTM A 536 AND WSDOT/APWA STANDARDS. STRUCTURES DEEPER THAN 5 FEET (RIM TO INVERT) SHALL BE PRECAST TYPE 11 CATCH BASINS MEETING THE REQUIREMENTS OF ASTM C-478 AND JOINTS MEETING THE REQUIREMENTS OF ASTM C-443. MANHOLES SHALL BE EQUIPPED WITH SAFETY STEPS PER APWA STANDARDS. 2. FOOTING DRAINS SHALL BE PVC OR DUCTILE IRON AS INDICATED ON THE PLANS. FOOTING DRAINS SHALL BE A MINIMUM OF 4-INCH DIAMETER, PERFORATED, ENVELOPED IN PEA GRAVEL OR WASHED ROCK AND PLACED AT THE FOOTING SUBGRADE ELEVATION AROUND THE PERIMETER OF THE BUILDING. THE PEA GRAVEL SHALL BE WRAPPED IN A NON -WOVEN GEOTEX77LE FABRIC ON THE TOP AND SIDES. 3. AREA DRAINS SHALL BE CONSTRUCTED FROM 18-INCH DIAMETER ASTM C-14 CONCRETE PIPE WITH A CAST IRON BELL GRATE AND A CAST IN PLACE CONCRETE BASE. 4. ALL STORM DRAIN PIPE SHALL BE CONSTRUCTED OF ONE OF THE FOLLOWING MATERIALS UNLESS OTHERWISE SPECIFIED IN THE PLANS, ALL PIPE COUPLINGS SHALL BE WATERTIGHT TO 2 PSI (MINIMUM). MINIMUM COVER AT ALL TIMES SHALL BE 6 INCHES FOR DUCTILE IRON, 18-INCHES FOR SDR 21 PVC OR ASTM C-76 REINFORCED CONCRETE PIPE OR OTHERWISE 36-INCHES. ADAPTERS AT MANHOLES AND CATCH BASINS SHALL BE WATERTIGHT TO 6.5 PSI (MINIMUM). A. DUCTILE IRON (DIP) - 24 INCH DIAMETER AND SMALLER SHALL BE CLASS 50 CONFORMING TO AWWA C151. B. CONCRETE - 4 INCH THROUGH 12 INCH DIAMETER PIPE SHALL BE NON REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-14 (CLASS 111), OR ASTM C-76 (CLASS 111) FOR 15 INCH TO 36 INCH DIAMETER PIPE. C. PVC - 4 INCH THROUGH 15 INCH DIAMETER PIPE, SHALL BE IN ACCORDANCE WITH ASTM D 3034 SDR 21 OR SDR 35 AND ASTM F679 FOR 18 INCH TO 24 INCH PIPE (13.5' PIPE LENGHHS). ALL JOINTS SHALL BE PUSH -ON RUBBER GASKET CONFORMING TO ASTM F477. D. SMOOTH WALLED CORRUGATED HIGH DENSITY POLYETHYLENE (HOPE) PIPE SHALL MEET OR EXCEED ASTM F667 AND SHALL COMPLY WITH ALL MATERIAL AND STIFFNESS REQUIREMENTS OF AASHTO M294 (13.5' PIPE LENGTHS). JOINTS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM F1417. "BAND" COUPLINGS ARE NOT ACCEPTABLE. 5. RAIN LEADER (RL) PIPE, USED FOR CONVEYING ROOF DRAINAGE FROM THE BUILDING TO THE DRAINAGE SYSTEM SHALL BE AS SPECIFIED FOR STORM DRAIN PIPE. 6. ALL STORM PIPES MUST BE AIR TESTED PER THE CITY OF AUBURN STANDARDS. SANITARY SEWER SPECIFICA7IONS 1. PRESSURE TESTING AND TV INSPEC77ON SHALL BE PERFORMED BY THE CONTRACTOR IN THE PRESENCE OF THE ON -SITE INSPECTOR PER APWA/WSDOT SPECIFICATIONS. 2. ALL SEWER PIPE SHALL BE PVC CONFORMING TO ASTM 0-3034, SDR 35, WITH FITTINGS AND GASKETS CONFORMING TO APWA AND CITY OF AUBURN STANDARDS. ADAPTERS AT MANHOLES SHALL BE WATERTIGHT TO 6.5 PSI (MINIMUM) UNLESS OTHERWISE NOTED. 3. ALL DUCTILE IRON SEWER PIPING SHALL BE EPDXY LINED DUCTILE IRON "SPECIAL" CLASS 52. WATERMAIN CONSTRUCTION SPECIFICATIONS 1. WATER PIPE (W) 4" IN DIAMETER AND LARGER SHALL BE NEW DUCTILE IRON SPECIAL CLASS 52 CONFORMING TO AWWA C-151 WITH CEMENT MORTAR LINING CONFORMING TO AWWA C-104. UNLESS OTHERWISE NOTED, JOINTS SHALL BE MECHANICAL OR SLIP JOINT. 2. ALL FITTINGS SHALL BE NEW DUCTILE IRON CONFORMING TO AWWA C-110 AND C-111 OR AWWA C-153 AND SHALL BE CEMENT MORTAR LINED CONFORMING TO AWWA C-104. 3. THE WATER SERVICE CONNECTION BETWEEN THE METER AND THE BUILDING SHALL BE COPPER TUBING MEETING THE REQUIREMENTS OF ASTM 888, TYPE K. ALL CONNECTIONS TO COPPER OR POLYETHYLENE PIPE SHALL BE WITH MUELLER 110 COMPRESSION CONNECTIONS OR EQUIVALENT. 4. ALL WATER MAINS, FIRE HYDRANTS AND FIRE DEPARTMENT ACCESS ROADS SHALL BE INSTALLED AND OPERATIONAL PRIOR TO COMBUSTIBLE CONSTRUCTION BEING ALLOWED ON SITE. 5. WATER, IRRIGATION AND/OR DEDUCT METERS, AND BACKFLOW ASSEMBLIES SHALL BE INSTALLED PER CITY OF AUBURN STANDARDS. 6. METER BOXES SHALL BE CONSTRUCTED OF CAST IRON, OR DUCTILE IRON AND BE EQUIPPED WITH COVERS DESIGNED FOR H-20 LOADING. 7. FIRE HYDRANTS SHALL HAVE 5-1/4 INCH MVO AND SHALL BE INSTALLED PER THE REQUIREMENTS OF CITY OF AUBURN. FIRE HYDRANT NIPPLES SHALL BE DUCTILE IRON SPECIAL CLASS 52 CONFORMING TO AWWA C-151 WITH CEMENT MORTAR LINING CONFORMING TO AWWA C-104. FIRE HYDRANTS SHALL STAND PLUMB AND SET TO THE ESTABLISHED GRADE. THE LOWEST OUTLET OF THE HYDRANT SHALL BE NO LESS THAN 18-INCHES ABOVE GRADE. HYDRANTS SHALL BE PAINTED TO THE STANDARDS OF THE CITY OF AUBURN. 8. ALL VALVES LESS THAN 12-INCHES IN DIAMETER SHALL BE RESILIENT SEAT GATE VALVES CONFORMING TO AWWA C-509. VALVES 12-INCH DIAMETER AND LARGER THAN 12-INCHES SHALL BE BUTTERFLY VALVES CONFORMING TO AWWA C-509. 9. VALVE BOXES SHALL BE INSTALLED ON ALL BURIED VALVES. THE BOX SHALL BE CAST IRON, TWO PIECE SLIP DESIGN WITH A BASE CORRESPONDING TO THE SIZE OF THE VALVE. THE COVER SHALL HAVE THE WORD "WATER" CAST IN IT AND THE UD "EARS" SHALL BE INSTALLED PARALLEL TO THE MAIN. VALVE BOX SHALL BE EQUAL TO OLYMPIC FOUNDRY PART NO. VB1. 10. VALVE STEM EXTENSIONS SHALL BE REQUIRED ON ALL VALVES WITH AN OPERA77NG NUT THAT IS MORE THAN 4 FEET BELOW GRADE. THE VALVE STEM EXTENSION SHALL BE 1" DIAMETER AND BE EQUIPPED WITH A SELF -CENTERING SUPPORT ON THE SHAFT, AND A 2-INCH OPERATING NUT BROUGHT TO WITHIN 36-INCHES OF THE GROUND SURFACE. 11. CONCRETE THRUST BLOCKING SHALL BE PER THE CITY OF AUBURN STANDARD DETAILS AND SHALL UTILIZE 3000 PSI CONCRETE. 12. ALL WATER MAINS AND HYDRANTS SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH SECTION 7-11.3(11) THROUGH SECTION 7-11.3 12 OF THE STANDARD P IFI A77 N IN THE ( ) SEC C O S E PRESENCE OF THE CONSTRUCTION INSPECTOR. THE CONTRACTOR SHALL PROVIDE PLUGS, BLOW OFF ASSEMBLIES, TEMPORARY BLOCKING, AND OTHER EQUIPMENT AND MATERIALS NECESSARY FOR PRESSURE TESTING. Record Drawing Certification These drawings conform to the Contractor's construction records. By. �f Date: Title/position: PG.S• Confirmed by City PROJECT REF: FACOJ-0011 te: These plans are approved for conformance with the City of Auburn's Engineering Division requirements. (�CPQ �9)23/03 Approved By. R CQ O rn pp: 8 0. c 3 0 m co z 0 U z_ V) O 3 C W I Q � Z W I F, d 00 O � 3 � Q J C) U LL z O rr^^ vJ ''1 `W Q m 00 00 (q Q LIJ Q_ ct a m Q U7 F- z � C W m U fUM V'� a o � 0 m m 0 o ti ¢ w a o a X a p a a w a 0 zz o 0 w � i m w C 3 w SHEET C 1.3 4 Date Approved: C l r 7 —4 UVENALL 14' - 10" INSIDE CLEAR 9" g" 1 8'-2' CORNER SUMP PUMP 9NNECT7ON DETAIL PUMP TO 16" x 16" 9' SDMH #W WEAR PLATE AT o i e_ o I FN S U v 0 Y � END o WALL \ N SCALE BY OTHERS o A I a v i ~ n 9-j BUMPER BQ 4" x 8' WELD PLATE - (FOR WEAR PROTECTION) i 2" x 9' GALVANIZED EDGE PROTECTORS ON TOP CORNERS OF ALL WALLS PLAN VIEW �8" BASE 10' x 15" FOOTING 10' 10" x 12' FOOTING (2") 3/4"-0- CRUSHED AGGREGATE ON (4") 1 1/2--0- BASE COURSE 12" DEPTH SOIL AMENDMENT (SEE PROJECT SPECIFICATIONS) f:Y1�7�►//dPi9 STEEL 5 16" x I" SQUARE HEAD AINLESS STEEL BOLT V16" LOCKING EX NUT WITH NYLON INSERT NYLON WASHER 2 STEEL WASHERS TEEL 12" M 10" x 1" FOOTING, 10" x 122" FOOTINGS SECTION AA SEE SIGN o ATTACHMENT DETAIL 1 ~ 2 1/2 - NOMINAL DAM. GALVANIZED SCHEDULE 80 STEEL SIGN POST (TYP) REAR VIEW SK�J_ _ SIGN POST �- PIPE CLAMP U-BOL SIGN ATTACHMENT DETAIL ASSEMBLY DETAIL) HANDICAP SIGN DETAIL ( 3 1 SCALE: 1 "— NTS 9" PCC CONCRETE NOTE: VAULT DETAILS DEPICTED ARE FOR PRE CAST 'UTILITY VAULT" STRUCTURE. PRECAST OR CAST IN PLACE SCALE: NTS RESERVED PARKING C•1 STATE DISABLED PARKING PERMIT REQUIRED VAN ACCESSIBLE FRONT VIEW SIGN POST SLIP BASE CASTING � WASHER x 3/4 " ALLEN HEAD BOLT E = 40 FT/LB MIN., 60 FT/LB MAX. SHAFT COLLAR KEEPER PLATE —BASE PLATE & 3' NOMINAL DIAM. STEEL PIPE WITH 1/4" FILLET WELD 5/8" x 2 1/4" HIGH STRENGTH BOLT & NUT WTH TWO WASHERS AS SHOWN V ff (3 SETS) TORQUE = 60 FT/LB ELEVATION VIEW SLIP BASE ASSEMBLY EDGE PROTECTOR GASKET RECESS RECESS FOR COIL ROD (2 1/2"W x 3"D BLOCKOUT) \ RECESSED GALVANIZED CONNEC77ON BOX CONTRACTOR TO GROUT RECESSES AFTER ASSEMBLY 1'0 PLATED, COIL —THREAD SPECIAL GALVANIZED PLATE WASHER w/ OFFSET HOLE CORNER CONNECTION DETAIL PRECAST CONCRETE VAULT STRUCTURALSPECS NOTE: RAMP PORTION OF WHEELCHAIR CURB RAMP TO BE LOCATED WITHIN CROSSWALK 1"0 PLATED HEX NUT 3M STAMARK INTERSECTION—� GRADE TAPE, SERIES 440, WHITE IN COLOR, OR SHERWIN—WILLIAMS SETFAST � ACRYLIC WATERBORNE TRAFFIC MARKING PAINT, WHITE IN m COLOR, OR APPROVED EQUAL, 0 TO BE PARALLEL TO TRAVEL LANE 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH Pc = 6000 psi 2. REBAR: ASTM A-615 GRADE 60 3. MESH. ASTM A-185 GRADE 65 4. DESIGN: ACI-316-99 BUILDING CODE 5. LOADS., AASHTO H-20 TRUCK WHEEL, P-16.0 kip ASTM C-857 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES" IFC CONTRACTOR ELECTS TO CONSTRUCT A CAST IN PLACE REINFORCED CONCRETE VAULT, IT SHALL BE BIDDER —DESIGN MEE77NG THE ABOVE REQUIREMENTS .4 �O 36' MIN. -CURB OR EDGE OF ROADWAY CURB OR EDGE OF PAVEMENT CROSSWALK STRIPING DETAIL 2 SCALE: 1 "=NTS C1.4 HANDICAP STRIPING WSDOT STANDARD PLAN H-5C SCALE: 1 "= NTC C1.4 Record Drawing Certification These drawings conform to the Contractor's construction records. By. Dater Titie/position: P z. 5. Confirmed by City Date: PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. CP 1/1.I3/03 Approved By Date Approved: I eo 0.$ 0 a ;C c Qg g� p 'a O V' Q 2 3 C) 3 � 6j0 I zQ w ly J J � I U 3 OJ � J o v cn L �QQ Qap 00 L.L Uj z �n Cn o LU W Cr z F- 0 Cr a S m Q O 2 N Q � W m � Q Q U � V �Yp s s �* z Yo n a a 0 0 0 i= m w ~ o Q 0 or o = a o Q a U Qf 0 (A ct q 0 m m o m o w w K R SHEET C 1.4 1750 F SCALE 80 0 40 80 160 E rill C 11 A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. MATCH LINE SEE SHEET C2.2 4 CONTRACTOR NOTE: SEE "ROUGH GRADING & EROSION CONTROL PLANS" BY W&H PACIFIC, CITYAPPROVAL # GRA03-0008 KEY MAP Ee Record Drawing Certification These drawings conform to the Contractor's construction records. By.. r: dko6J Dote:-17 Titlelposition: P c• S. Confirmed by City PROJECT REF: FACOJ-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. LPP ,99(/23/03 Approved By. �.�q-- 5y Y Date Aooroved: /12.�lfdi o � a ao � C V 0 O 8 t N or u gg�g � E 0 C 9 'a z 0 z = ^ o 3 a � LIj I �U z� J WI V Q. o W UZ Q ?O Q� ^ 00 �� Q zo 0 a Q 0 00 II �w c U a cn v R 2 d a n Q p Q U 0 a, owe a U Q q W 0 a 3 Z o O m m � 3 � o a Q o SHEET C2.1 1760 DWG INDE, V" Wh 073-WH AV AM 0I JI F E D C IN SCALE 80 D 40 80 160 ( FEET ) 1 INCH — 80 FT A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. MATCH LINE SEE SHEET C2.1 MATCH LINE SEE SHEET C2.3 CONTRACTOR NOTE: SEE'ROUGH GRADING & EROSION CONTROL PLANS' BY W&H PACIFIC, CITYAPPROVAL # GRA03-0008 7 Record Drawing Certification These drawings conform to the Contractor's construction records. By.' Title/position: P. L S. Confirmed by City Dote:_ PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn 's Engineering Division requirements. cU 1/231o3 Approved By. { ((^^,,, ,,_ Date Approved: 3/t# 03 N Q i a 4 o egg a G ;C o q Yq qR 4x yy q 33 8 �A h� wp� g8 7 4 Z O U _ a 3 � �U z� J W � Z � Q Q. W ?O � Q = r�^ 00 L-U�V o0 Q �O W w 0 Q LL 00 II z w U � Q (n 04 4 ,fit C a � s e YO r o a � Oi O m oW Y U z O 0 a Q Fa Z O v Q a W 0 3 Z 0 o o, i- m o in z 0 o w Inz w o cn a 0 0 v� SHEET C2.2 1750 IF 1E In Ic COMPACTEt SUBGRADE A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. I MATCH LINE SEE SHEET C2.2 FIRELANE (TEMPORARY) ( 1 SCALE: 1 "= N. T S. C .3 Y CONTRACTOR NOTE: SEE "ROUGH GRADING & EROSION CONTROL PLANS" BY W&H PACIFIC, CITY APPROVAL # GRA03-0008 j x x KEY MAP Record Drawing Certification These drawings conform to the Contractor's construction records. By � "4� Dote: Title position: P.L.S. Confirmed by City Date: PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. 0 9/23/03 Approved By. C J.L =.� s- �X�L Date Approved: , 24/OS s m m � pN ...kkkt 0 R 0 �u gg8 a Z O N 3 a � w I �U zLL J wl (,DOD 3 U a LL L1J ZC Q� 00 �m U' o Q W = o � a a Q LL 00 II � w � U � \Q K h ♦� 8 �G Yr �� n 2 a � 0 m U m Owo Y h Q O U Q a w 0 � c� Z 0 rn o 0 w m o m o w m Q 0 p C� SHEET C2.3 DWG INDE. Xxk x6cd XIM em! xkq E 0 C 1 I I I I J LEGEND: ASPHALTIC CONCRETE PAVEMENT SECTION 9" PCC PAVEMENT SECTION 8" PCC PAVEMENT SEC77ON ASPHALTIC TREATED BASE SIDEWALK PROPERTY LINE - — CENTERLINE PROPOSED CHAINLINK FENCE (FOR INFORMATION ONLY) • MANHOLE (SEE UTILITY SHEETS FOR TYPE) • CLEAN OUT ® CATCH BASINS CONSTRUCTION NOTES: O7 COORDINATE DRIVEWAY AND SIDEWALK CONNECTIONS WITH PUBLIC STREET IMPROVEMENT PLANS. OCONTRACTION JOINTS SHALL BE SAW CUT IN A STRAIGHT AND CONTINUOUS LINE TO A DEPTH OF D/4. CONTRACTION JOINTS SHALL BE AT 15' O.C. EACH WAY WITH EXPANSION JOINTS PLACED AT 45' INTERVALS (SEE DETAILS 4, 5, & 6 ON SHT C2.7). OWHEN PAVING IS INTERRUPTED FOR MORE THAN 1/2 HOUR, INSTALL A CONSTRUCTION JOINT PER DETAIL 5 ON SHEET C2.7. OCONCRETE SHALL BE FLOATED TO A SMOOTH FINISH, TRUE TO GRADES AND SLOPES PER THE GRADING PLAN. FINAL FINISH SHALL BE APPLIED BY MEANS OF A BROOM FINISH. 2 A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, i CURB TRANS177ON W.M. 1 N� I ' ' 1 1 SCALE 80 0 40 80 160 / / 1 ( FEET) 1 INCH = 80 FT PROPOSED WATER RESERVOIR TANK (FOR INFORMATION ONLY) PROPOSED PUMP HOUSE (FOR INFORMATION ONLY) PROPOSED FUEL TANKS (FOR INFORMATION ONLY C/ i i I FUTURE EXPANSION NO CURB REFRIGERATED WAREHOUSE W MATCH LINE SEE SHEET C2.5 NN CVR9 C2.' i. KEY MAP I j , ford Drawing Certification ` r[ These drawings conform to the Contractor's construction records. By. _4�i7 — DoteZ& Title/position: L. S. Confirmed by City Date:_ PROJECT REF.. FAC0J-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. ((�� G 7/t3/0 3 Approved By. 02A , Date Approved: %l Z.ff/d 3 n Y w �o gag 4, 4m q s c R 6 O$ � 1 Z_ 2 3 z w� z U L L vz J O rCL Z UJ ` 2 vi 0 � O j a ca Q � � tai U cn Y Mo a c 0 O mom w W a Q 0 o o O a rn 0 � r m Uj W 0 m 0 3 0 0 5 SHEET C2.4 1766 DWG INDEX: A" Acm I A/ ao xio I I I I F E no C I I I II I I I I it I I I I C R I II I 1 I I I I I I I I � I I 11 1 I I I I I I � I LEGEND: 0 0 • .® F5, 't Z A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. MATCH LINE SEE SHEET C2.4 ,y SCALE BO 0 40 80 160 - ( FEET) 1 INCH = 80 FT C. i .. ASPHALTIC CONCRETE PAVEMENT SECTION 9" PCC PAVEMENT SECTION 8" PCC PAVEMENT SECTION ASPHALTIC TREATED BASE SIDEWALK PROPERTY LINE CENTERLINE PROPOSED CHAINLINK FENCE (FOR INFORMATION ONLY) MANHOLE (SEE UTILITY SHEETS FOR TYPE) CLEAN OUT CATCH BASINS CONSTRUCTION NOTES: MATCH LINE SEE SHEET C2.6 O7 COORDINATE DRIVEWAY AND SIDEWALK CONNECTIONS WITH PUBLIC STREET IMPROVEMENT PLANS. OCONTRACTION JOINTS SHALL BE SAW CUT IN A STRAIGHT AND CONTINUOUS LINE TO A DEPTH OF D/4. CONTRACTION JOINTS SHALL BE AT 15' O.C. EACH WAY WITH EXPANSION JOINTS PLACED AT 45' INTERVALS (SEE DETAILS 4, 5, & 6 ON SHT. C2.7). OWHEN PAVING IS INTERRUPTED FOR MORE THAN 112 HOUR, INSTALL A CONSTRUCTION JOINT PER DETAIL 5 ON SHEET C2.7. OCONCRETE SHALL BE FLOATED TO A SMOOTH FINISH, TRUE TO GRADES AND SLOPES PER THE GRADING PLAN. FINAL FINISH SHALL BE APPLIED BY MEANS OF A BROOM TO PROVIDE A LIGHT TEXTURE. REFRIGERATED WAREHOUSE pi4 .:0, . _ LL Q.7 f _ • — - ..7 k CORb - ,R2AA1.S1710N t • O I • C2. .9 I G27, � ptfasittaV t+traaatiflitat8eeo9 . , - ; � .:_ _ -'FRANSITION: 5. Er ] • G.B. • 75 KEY MAP Record Drawing Certification These drawings conform to the Contractors construction records. / By L^A LG�eJ 12� Date:/ Title position: JP4'_S' Confirmed by City Date: PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn 's Engineering Division requirements. GP >/13/e3 Approved By 0-4ty... Saf Date Approved: 2k YLOI n Y m I �o $ 0 C a • h S O ^god S 9 a 0 3 W z w^ _J z U ¢z 0z J Ica L'uU. x Z o 0 a j Q 0 �o e- 2 m U a cn t $ a o �Q P m 0 � 0 a w a ~o U R a 0 W m a 0 0 0 w � m m Z o SHEET C2.5 I .rc.>aml� E is ■n 1C G- SIA SCALE 80 0 40 80 160 ( FEET ) 1 INCH = 80 FT I I I II I I I I � , LEGEND: ASPHALTIC TREATED BASE SIDEWALK — — — PROPERTY LINE CENTERLINE PROPOSED CHAINLINK FENCE (FOR INFORMATION ONLY) • MANHOLE (SEE UTILITY SHEETS FOR TYPE) • CLEAN OUT 7 00 CATCH BASINS 2 A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. MATCH LINE SEE SHEET C2.5 CONSTRUCTION NOTES: 0 00NTRACTION JOINTS SHALL BE SAW CUT IN A STRAIGHT AND CONTINUOUS LINE TO A DEPTH OF 014. CONTRACTION JOINTS SHALL BE AT 15' O.C. EACH WAY WITH EXPANSION JOINTS PLACED AT 45' INTERVALS (SEE DETAILS 4, 5, & 6 ON SHT C2.7). OWHEN PAVING IS INTERRUPTED FOR MORE THAN 112 HOUR, INSTALL A CONSTRUCTION JOINT PER DETAIL 5 ON SHEET C2.7. OCONCRETE SHALL BE FLOATED TO A SMOOTH FINISH, TRUE TO GRADES AND SLOPES PER THE GRADING PLAN. FINAL FINISH SHALL BE APPLIED BY MEANS OF A BROOM TO PROVIDE A LIGHT TEXTURE. KEY MAP Record Drawing Certification These drawings conform to the Contractor's construction records. 7� By��/S'� Dote:lZld& Titlelposition: V.C. S. Confirmed by City Date: PROJECT REF..- FACOJ-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. 6P*k3103 or Approved By ��— vVY Date Approved: 2j2}/e m m I IL o m ro 4 0 am 0 88 �� 4 1 �d 4 7 00 Q 0 0 w m o a r�- 0 o o `^ = a w Ir 0 0 0 0 0 m o Qu Z o m W � Q SHEET C2.6 1 750 I I , ■n IC 9" PCC CONCRETE (2") 3/4"-0" CRUSHED AGGREGATE ON (4") 1 1/2"-0" BASE COURSE TOOL EDGES SEALANT 1/2" DEEP MIN. HOLD 1/8" TO 1/4" BELOW 1/2" ASPHALT IMPREGNATED CONCRETE SURFACE. FIBERBOARD } < < e < d < a a a � PCC PAWNG SECTION EXPANSION CAP 1"0 x 18" SMOOTH GREASED DOWEL AT 12" O.C. LOCATED AT MID -DEPTH OF CONCRETE SEE DETAIL 7/C2.7 FOR TYPICAL SECTION DOWEL BAR ASSEMBLY NOTE: DOWELS MUST BE PERPENDICULAR TO JOINT. IF DOWELS ARE ASKEW MORE THAN 5 DEGREES THEN ASKEW DOWELS WILL BE REMOVED AND REPLACEMENT DOWELS WILL BE DRILLED IN, HALF OF THICKNES: CENTER C EXPANSION JOINT DETAIL SCALE: i "= N.T. S. CZ.7 x 18" SMOOTH DOWEL (ASTM A36) iTLY GREASE FULL GTH OF DOWEL DOWEL BASKET ASSEMBLY BY MEADOW STEEL PRODUCTS INC., OR APPROVED EQUAL DO DOWEL SUPPORTS MAY BE OMITTED IF DOWELS ARE SECURELY HELD IN LINE BY TIGHT —FIT HOLES IN FORMS. I TYPICAL DOWEL BAR ASSEMBLY AT �\ EXPANSION JOINTS B SCALE. 1 "= N. T ( 7 S. CZ. 7 GIA 1' TYP. GREASED DOWEL AT 12" O.C.—I AT MID —DEPTH OF PAVING Lzl— CONSTRUCTION OR SECTION (SEE DETAIL 7/C2.7) J EXPANSION JOINT i' TYP.T TYPICAL PLAN LAYOUT OF DOWELS j 8 SCALE: 1 "= N. T S. CP.7 8" PCC CONCRETE 12" DEPTH SOIL AMENDMENT — (SEE PROJECT SPECIFICATIONS) (2") 3/4"-0" CRUSHED AGGREGATE ON (4") 1 1/2"-0" BASE COURSE SUBGRADE LIGHT CONCRETE SECTION ( 2 1 SCALE: 1 "= N. T S. C2.7 1"0 x 18" SMOOTH GREASED DOWEL AT 12" O.C. LOCATED AT MID -DEPTH OF CONCRETE SECTION PREVENT BOND SEE DETAIL 6 C2. % NOTE, DOWELS MUST BE PERPENDICULAR TO JOINT. IF DOWELS ARE ASKEW MORE THAN 5 DEGREES THEN ASKEW DOWELS WILL BE REMOVED AND REPLACEMENT DOWELS WILL BE DRILLED IN. CONSTRUCTION JOINT DETAIL 5 SCALE: 1 "= N. T S. CZ.7 EXPANSION CAP J 1"0 x 18" SMOOTH GREASED DOWEL AT 12" O.C. LOCATED AT MID —DEPTH OF CONCRETE SECTION 3" CLASS 'B' ASPHALT 4" ATB (CLEAN & REPAIR PRIOR 6" DEPTH SOIL AMENDMENT TO CLASS "B" LIFT) (SEE PROJECT SPECIFICATIONS) ASPHALT PAVING SECTION 3 SCALE: i "= N. T S. CZ.7 SEALANT 1/2" DEEP MIN. CONCRETE PAVING HOLD 1/8" TO 1/4" BELOW 1 CONCRETE SURFACE. 1 r D/4 MIN. r 1/8" TO 1/4" INDUCED CRACK OR - CONSTRUCTION JOINT 0 AGGREGATE BASE \ .4 ASPHALT PAVING SECTION R=I1 " R 1/2„ ''— VARIES —SEE PAVING PLAN — BATTER I" —SLOPE TO MATCH PCC PAVING ' SECTION. CURB AND GUTTER WILL 24" BE REVERSE SLOPE AT HIGH SIDE OF SITE GRADING. PCC PAVING SECTION/CURB AND GUTTER INTERFACE ( 9 SCALE: 1 "= N. T. S. CZ.7 DIA. BACK-UP ROD 4 CLOSED POLYETHYLENE FOAM, NOTE: OVERFILLING OF SEALANT WILL NOT BE ALLOWED. CONTRACTION CONTROL JOINT DETAIL SAW CUT JOINT 6 SCALE: 1 "= N. T S. C2.7 PCC PAVING SECTION ASPHALT/CONCRETE INTERFACE 90 SCALE: 1 "= N. T S. C2.7 Record Drawing Certification These drawings conform to the Contractor's construction records. // ������� By, fA49t se3K Date:/ 4f Title/position: P. L.5. Confirmed by City —Date: — PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn ,s Engineering Division requirements. GP p1 3/03 Approved By. _ ..C� Date Approved: g12Mf03 n Y m I qN � q mu 4 q m oe C ?y7 R $$ g v 8�� g� i 0 Z_ 2 3 Z W O M z 3 Q Q00 m O cc LLj O � a j m Q Qj F- Z L+i U � Q � to M o � g o a a Q p 0 m 0 c0 0 > � a 0 c=i ¢ Cl- W S W D; 0 0 0 Ot 0 rn 0 � m 2 z W 0 C9 g 0 0 5 SHEET C2.7 i5 0 DWG INDE) FACE OF BUILDING r, 15' C2.7 -- EXPANSION JOINT ------------ ----- ----------- F ! SAW CUT LINE 15' / (CONTRACTION CONTROL JOINT) ---------------------r -tll-- 15' 4 I III 15 15' 15 -�I E NOTES: 1. JOINTS ARE TO BE CONSTRUCTED TO COINCIDE WITH BUILDING CORNERS. 2. WHEN POURING IS INTERRUPTED FOR MORE THAN 1/2 HOUR, INSTALL A CONSTRUCTION JOINT PER DETAIL 5 ON SHEET C2.7. CONCRETE SCORING DETAIL 1 SCALE. 1 "= N. LS. CZ.B 6" s" CONCRETE CURB 5 YZ" D 79" ^ 6" CONCRETE PAVING SECTION DOWEL CONCRETE eCURB TO PAVEMENT TRUCK/TRAILER STALL CURB DETAIL / 4 SCALE: 1 "= N. T S. CZ.B C 10 1/2" SET TOP OF RETAINING WALL BACK 1/2" FROM FACE OF WALL AT FOOTING FOR WALL--r HEIGHTS H TO 20'. ■fl FIA SURFACE TREATMENT BARS G #4 AT 1 1/2" CLEARANCE If= BARS E #4 oW � as BARS Q 44 WITH 2--0- SPLICE AND EXTENDING CONSTRUCTION JOINT ( NOTE: WALL ADJACENT TO TRUCK SHOP AND RECYCLE CENTER SHALL EXTEND 4.5' ABOVE -7/77 CONCRETE SURFACE TO ACT AS TRAFFIC BARRIER. - BARS L 114 AT 1'-6" CENTERS (MAX) i BOTH FACES 10 BARS J BARS K - 1 1/2" CLEARANCE CONSTRUCTON JOINT WITH ROUGHENED SURFACE BARS M BARS F -+{1 7/2" CLEARANCE r 2" CLEARANCE 1 1/2"" MIN CLEARANCE 3 1/2" MAX B SECTION - VERTICAL FACE ASPHALT PAVEMENT SECTION ria PAVING✓JOINT AT CURB RADIUS 2 SCALE: 1 "= N.T.S. CZ.B i i NOTES: 1. THE TOP EDGE TO BE ROUNDED ! OFF WITH A 1" RADIUS ON THE PAVEMENT SIDE AND 1/2" RADIUS ON l\ THE LANDSCAPED SIDE. `\12" 2. PROVIDE EXPANSION JOINTS AT CURVES, TANGENTS • AND CORNERS. ` SPACING PER SPEC. "> J. CONCRETE COMPRESSIVE STRENGTH SHALL BE PER SPECS. li 7 3/4" AC PAVEMENT/ CONCRETE CURB INTERFACE ( 5 SCALE: 1 "= N.T.S. C2.8 NOTES 1. ALL CONCRETE INCLUDING TRAFFIC BARRIER SHALL BE CLASS 4000 EXCEPT AS NOTED. MIN VER77CAL CURVE AT 2. FOR BACKFILL ANGLE (OR BREAK) POINTS REQUIREMENTS, SEE WSOOT ,OP QF ALL PROFILE STANDARD PLAN "D-4". 6 1/2" CLEARANCE MIN 7" CLEARANCE 1 1/2" CLEARANCE MAX LONG BAR EACH SIDE OF JOINT .. -. 1/2" PREMOLDED JOINT FILLER IN EXPANSION JOINT AT 24' CENTERS BAR K 3" DIA DRAINS AT ABOUT 12' CENTERS AND 6" ABOVE FINAL GROUND LINE AT FRONT FACE OF WALL CONSTRUCTION JOINTS IN ". .. .,. FOOTING AT 120' CENTERS MAX REINFORCED CONCRETE SCALE: NTS ELEVATION 7 C2.8 4 STEM REINFORCEMENT MATERIAL QUANTITY LENGTH CONCRETE CY/LF STEEL LBS/LF H (FT) 3'-10" 0.36 26.3 5 4'-10" 0.41 29.5 6 5'-10" 0.47 31.8 7 11 D" 0.53 35.0 8 7'-10' 0.60 38.5 8'-70" 0.67 40.6 10 9'-10" 0.75 44.7 11 10'-10" 0.84 49.6 12 11'-1" 0.93 575 1 12'-10" 1.02 63.9 14 13'-10" 1.12 73.4 15 14'- 7" 1 1.29 80.0 16 112" .J '7}� *72" J (TIP.) i ! 24" MAX. !l SEE NOTE 2 BAR E AT 1'-6" CENTERS 6 C2.7 I - i 5 ` C2.7 > 24" SEE NOTE 1 *12" MANHOLE *24" *12" 45' (TYP.) � i i *4 i ! 24" MAX. !SEE NOTE 2 MANHOLE BLOCKOUT DETAIL 3 SCALE.- 1 "= N. T S. CZ.B 6 C2.7 F 5 > 24" SEE NOTE 1 � 7 *24" [- *24" NOTES., 1. IF THE EDGE OF THE MANHOLE BLOCKOUT SLAB IS GREATER THAN 24" FROM ANY KIND OF CONTROL JOINT, SAW CUT PER STANDARD DIMENSIONS. 2. IF THE EDGE OF THE MANHOLE BLOCKOUT SLAB IS WITHIN 24" OF ANY KIND OF CONTROL JOINT, THEN SAW CUT AT 45' PER DETAIL. *DIMENSIONS ARE TYPICAL FOR ALL FOUR SIDES. MNOTES: 1. IF THE EDGE OF THE MANHOLE BLOCKOUT SLAB IS GREATER THAN 24" FROM FROM ANY KIND OF CONTROL JOINT, SAW CUT PER STANDARD DIMENSIONS. 2. IF THE EDGE OF THE MANHOLE BLOCKOUT SLAB IS WITHIN 24" OF ANY KIND OF CONTROL JOINT, THEN SAW CUT AT 45' PER DETAIL. *DIMENSIONS ARE TYPICAL FOR ALL FOUR CORNERS. UTILITY VAULT 816-T-CPS LID OIL/WATER SEPARATOR BLOCKOUT 6 SCALE: i "= N. T S. CZ.6 W DIMENSIONS (FT) FOOTING REINFORCEMENT BAR E BAR F BAR K H (FT) B CV D H SIZE SPAC. LENGTH SIZE SPAC. LENGTH H B 5 5'-6" 2'-0" 1'-0" 3'-4" 2'-9" #4 9" 3'-6" #5 9" 7'-2" 4'-7" 3'-0" 6 5'-6" 2'-0" 1'-0" 3'-4" 2'-9" #4 9" 3'-5" #5 9" 8'-3" 5'-7" 3'-1" 7 5'-9" 2'-3" 1'-0" 3'-4" V-9" #4 9" 3'-4" #5 9" 9'-Y 6'-7" 3'-5" 8 5'-9 2'-3" 1'-0" 3'-4" 2'-9" #4 9" 3'-3" #5 9" 10'-8" 7'-7" 3'-6" 9 6'- '-3" 1'-0" 3'-4" V-9" 14 9" 3- 1" #5 9" 12'-0" '-7" 10 6'-3" 2'-3" 1'-0- 3'-4" 2'-9" #4 9" 3'-C #5 9" 12'-11" 9'-7" 3- 9. 11 6'-6" 2'-3" l'-0" 3'-4" 2'-9" #4 9" 3'-8" #5 9" 14'-0" 10'-7" 3'-10" 12 7'-0" 2'-6" 1'-0" 3'-4" 2'-9" #4 9" 3'-10" #5 8" 14'-4" 11'-7" 4'-2" 13 7'-6" '-6" 1'-0" 3- -4. 2'-9" 10" 4'-7" 5 7" 15'-5" 1.?'- 7" 7'-9" 2'-6" 1'-0" 3'-4" 2'-9" #5 9" 4'-8"#5 7" 17'-7" 13'-7" 15 8'-3" 2'-6" 1'-0" 3'-4" 2'-9" #5 7" 4'-10" #5 6" 17'-9" 14'-7" A4�-J"4 16 8'-9" 2'-9" 1'-3" 3'-8" 3'-0" #6 10" 5'-6" #5 6" 20'-1" 15'-7" Record Drawing Certification These drawings conform to the Contractor's construction records. �'��-�', By r�� Date Title/position: 06.5, Confirmed by City Date PROJECT REF: FACOJ-0011 These plans ore approved for conformance with the City of Auburn's Engineering Division requirements. 6P !/t7/oJ Approved By. l/.•fi✓w�- �� Dote Approved: 2 7 1 r S a, a CN a� 0 99 nil 'a 0 2 2 Ul 3 W Z W vJ � cD LU Q J Q m r. 2 Q 0 LLJ O •i 7 Q Z o* ` A o a a � rn 0 m 0 2 m 0 a 0 o � 0 � rn 0 � m o 2 m Z o w m w o Ln Q 0 o Q SHEET C2.8 17co DWG INDE B09 X,W pow Cc V F .70 A . .. C2.9 SCALE: - HOR: 1" — '80' . - -- . - VERT.' 1" = 10' B..... ��...... . .. ....... .. _ ..... _ C SCALE: NOR: 1" = 80' - C2.9 SCALE- HOR- 1" = 80" .. - . ... ... ... _ _ ... VERT' .i". — 10' . ... _ _ ... ... ... . . ... . . . . . ... ... ... ... ... ..-VERT.•. 1"._.1D,. ... . ... . ... . . 100- .. ... ... ... _ _ - - - ... . . . . . . . . . ... .. _ - _ _ . ... _ - _ .. ... ... . . . . ... . ... . ... . - - CROSS —DOCK _ ... ... ... . . . ... 0 10 - - - . RECYCLE CENTER - - - - - - - - A REHOUS4- - - - TRUCK SHOP F. ELEV-96.0 - - FF ELEV 955 - ,+X . - - - w F.F. EGROCER LEV 91.5. _ . . ZI ... _ _ _ ... _ ... _ _ ... .. .. _ ... .-. -. _ . . _ . . ... . ... . ... . . _ ... - .. . . _ . . _ . . . - - - - - - - ,_.--- .ENTRY GRADE PROPOSED .GRADE ' .1SLOPE' EXISTING GROUND - - - 80. _ - - - .. ... ... . ... . ... . . . . . . . . ... . ... . ... . . . . . . . . ... . ... . ... . . _ . . . . . ... . ... . ... . . _ . . . . . ... . ... . ... . . _ . . . . . ... . ... ... _ _ ... ... ... . . _ . . _ . . ... . ... _ 80 KEY MAP Record Drawing Certification These drawings conform to the Contractor's construction records. By. �%ri L J ate:Q Title/position: _ RL. S" Confirmed by City Date:_ PROJECT REF: FACOJ-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. !/L7/o7 Approved By. Zn _yh. .-.�_ )..0 Date Approved: !t�`f/D1 n S rn m a i I M o rn i Y d 0 w m 0 S �7 chi mo � 7 2 O U 2 � 3 � 4i (� Q Z � J W � a� '^ Ca OD � O � L zo W Qm � �P Q O cn o w z U 0 m � a Q W F- O Z Li U � (rl � � o O o Y �bo � a � 4 Im m m O w 0 w a o Q a Lo c=i Qf Qf 0 o 0 � m m a m 'o � Z w 3 in a L9 w SHEET C2.9 IVO DWG INDE) r/ass XFAC-EXSP x/asA x/aga A<ACF F E A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. SCALE 80 0 40 80 160 ( FEET ) 1 INCH = 80 FT WM4, TYPE 1 AND TYPE 1-L STRUCTURES LOCATED ADJACENT TO A CURB ARE TO BE ALIGNED WITH THE CURB AND BE CENTERED A DISTANCE OF 1'-0" OFF CURB FACE. TYPE 11-48" 0 STRUCTURES LOCATED ADJACENT TO A CURB ARE TO CENTERED A DISTANCE OF 1'- 8 " OFF CURB FACE. SDMH STORM DRAIN MANHOLE CB = CATCH BASIN AD = AREA DRAIN ALL STORM DRAIN MANHOLES SHALL HAVE 24" 0 MANHOLE FRAME AND COVER MARKED "DRAIN" PER CITY OF AUBURN STD. DETAIL SEWER - 04. KEY MAP J -yam N / O 7 1ST AVE N. (�! II __ MATCH LINE SEE SHEET C3.2 100' BELL GRATE 18" a 'ALL CAUTION I!!� HIGH PRESSURE GAS MAIN REFRIGERATED WAREHOUSE 1 / I 1 I1 1 1 1 1 I 1 1 1 / 1 I 1 I (ryP 1) 7 / E1293279. e E If .1 1 II 1 W-.-.-.. CB # TYPE RIM EL. I.E. CB # TYPE RIM EL. I.E. CB # TYPE RIM EL. I.E. CB # TYPE RIM EL. I.E. SDMH 114 TYPE 11-48" RIM EL 93.59 I.E. 86.21 CB 035 TYPE I RIM EL 93.09 I.E. 88.70 CB I8-14 TYPE 1 RIM EL. 93.20 I.E. 89.15 CB 1C-8 TYPE I-L RIM EL. 92.30 I.E. 87.64 SDMH 115 TYPE N-48- RIM EL. I.E. 87.01 CB 136 TYPE I RIM EL. 93.50 I.E. 89.05 CB 08-15 TYPE I RIM EL. 93.20 I.E. 89.45 CB ,PC-9 TYPE 11-48" RIM EL. 93.70 I.E.89.75 N SDMH 119 TYPE H-48" RIM EL 9134 I.E. 86.11 AD 11 RIM EL. 93.80 I.E. 89.60 CB 0-16 TYPE I RIM EL. I.E. 89.75 CB 1C-10 TYPE 1-L RW EL. 94.20 I.E. 89.84 SDMH 120 TYPE II-48" RIM EL 93.34 I.E. 86.72 AD 12 RIM EL 95.30 I.E. 91.10 CB 1C-5 TYPE 11-48" RIM EL. 92.30 I.E. 86.74 CS 1C-11 TYPE I RIM EL. 92.49 I.E. 90.04 1 RMI EL LE. CB 137 TYPE I RIM EL. 92.30 I.E. 88.88 CB ;/C-6 TYPE 11-48" RIM EL. 92.30 I.E. 8704 CS IC-12 TYPE 1 RIM EL. 93.80 LE. 90.38 SOMH 120A TYPE 11-48" RIM EL. 93.96 I.E. 87.09 CB 08-13 TIME 1 RNA EL. 9520 I.E. 88.85 CB 4C-7 TYPE I-L RI1140- 92.30 I.E. 8734 CB 1C-13 TYPE I RIM EL 9150 I.E. 90.55 4 PIPE CROSSING TABLE 12"0 SD 8"0 GAS x-1 BOTTOM=89.74 CROWN=89.O6 8"0 GAS 15"0 SD - BOTTOM-91.14 CROWN-88.31 g 0 b 2 NOTE: SITE GRADING AND STORM DRAIN PIPE SLOPES INDICATED ON THIS PLAN SET ARE CRITICAL TO THE FUNCTIONING AND PERFORMANCE OF THE STORM WATER CONVEYANCE SYSTEM. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO ACCURATELY FOLLOW THE DESIGN GRADES SHOWN. IF AT ANY TIME THE CONTRACTOR FEELS A CHANGE IS REQUIRED TO MAKE ADJUSTMENT TO THE DESIGN PROPERLY * PROVIDE POLYETHYLENE FOAM INTERFACE WITH OTHER WORK, THE ENGINEER BLOCKING FOR PIPES WITH SHALL BE NOTIFIED IN WRITING. THE I FOOT OR LESS CLEARANCE CONTRACTOR SHALL NOT PROCEED WITH ANY PER DETAIL 4 SHEET C3.8. PROPOSED CHANGES WITHOUT WRITTEN APPROVAL FROM THE OWNER OR THE ENGINEER OF RECORD, 6 1 1 1 Record Drawing Certification These drawings conform to the Contractor's construction records. By. [ IIT✓LL2 /5P - Doter Title/position: 00G 504 S. Confirmed by City zv�_Dote:,& PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. �^LI/f//zilo Approved By % .ra /� , )� Date Approved., Q1. n I a� m� 4 4G w m Xo� a lO O N 0 3 I � Q ZL -J WI �vt Z Z� 3 Q U � LL W v z CD Z 0 �IM Q o �� z� CZ SQ O j Q v/ o I I �w j U Q� to 9g�N� a a o P p 5 N Y U O m m o w a = a ut U Q a W 0 3 ti � 2 � m 0 i Co w m w 3 � w � a p O J SHEET C3.1 1 75'O AC1P A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. a/asspi cv MATCH LINE SEE SHEET C3.1 1 LL moo. iom W I .,.. 100, 4 d - q q ca SCALE- 80 0 40 80 160 ( "- h g $ � m i9p i FEET) I LL 116 Li 1 INCH = 80 FT I 18 15 0-0.2fIC' _ __ yyyiii p Ii G _ 77 LF (s REFRIGERATED - 15 ` .22% !� I WAREHOUSE I M. ____- 2 '^�4 �v N E < 75 0 - o ? -. 4) O _-..,. _72 EX. SDMH Ao -- CB 3 C 51 `r RIM=89.68 3 CB .- ` • �� 63. SS r�z'c 5 -1 i IEO RCP O C3.7 _ -1 IE OUT 5.=82.f6 :w i00 .r 83.5E tE 8"C NC Nl B 55 i 53 LF 24' O 0.22R y -- . - o;z W -- o I 8 DIP 8 DIP a SDMH 12 UP 8 DIPS � � _.. z la _. _._ SD ._ Uj KEY MAP N T_ W 37 LF 24' 0 0.229 r -- - ,L r - 12" 1 mio� o 95• Ca 0019 _7 I O I).Zx a �- k �_. O 100' k - •_: C'8 P-2(rYFF /-5a �0 c.p _. )_.... C .. }: _ , k _ ® -1 x N _ . �ri " _ I ADMIN. �- x 83.or.1E /Z'�Co�c.N ,� , �' r -- r•- 8? OG IE II 'Dr !' S ���C8 5 ' LF6'aP G5 V' 4 (TYpE l) •A 'S_ ._ _ 1 t _ - ° i r I 1 r �--t 8TOZ 83.is IE 8" CONC E 84_`hGc I -.C$. -5 - -e - _ � _ 4 r BZ.Btlei� o,rs � �, � ,.d'- 40 Lr F Coy 8 _78 I61� f-I J # !! ? 11 "' f 92139. 6r i,� [„ _ LF 1r DIP - - ce 6 .. _. _ O 0.2x * , I' d _ fs5 2f GE .__i _1 E f291688.18 CB 3 _ - ..., 8LG8 /F rZ"CoNc S _..__,_ - •` d N 04090.i45 i * _ _.. _. .. J • 0 MH 16A g...67 19 /L"OrdN k O 10 .SDMH T o _._ 1 ---. .- _. - _ N .q` O 1 CB F 0 -..- CB 21 n -- 61 N 10 980 95 _ in O I'.:..,..t. « r R 1 �a i • --r !k I CB -i6 _.. E 1292684.95 a MH 1 A`J -__-{"�"'„'., m - - -' n -1 if -.-_ _.. 145 ._._. 0.2R -r off Y* RETAINING WALL w- Aa`{�" ND703T 12 Cr3 R-7 Gryyd I _ BO I ; ._..--- - , - ._ ! .... _'-.._E f03947.91 jilt` /E 129J 02 86. �����' dZ S iE g,. Cwk 5 I I( ._., o - � vJ CM I 1, fll 6 i SDMH }i6 60 `5 0 80' Z d INCFI �I _t -63 -- -4 - 4 TRUCK k f - N tD3sao.sz S - a i� N W w GAS i T ------ -E 1292685:82 ueuia14HM9Afi&iiiii AiesiiuAu uii I '` SHOP a - , _ - N CB a O U CB E a MAN I -1 F' - , 1=4 -T _ _ W I+I - - �� I _- h 75. j _ __ 2r1 __ • au i 4 'r � e ____ � o C 1 k k U y,� i - yy 1j� 1. _ . a -a � •. ._. -- r -_- . 192 LF 2" DIP* 1 14 { j OR - Q x5le it 3 1 _ �o CB B CB # TYPE RIM EL. I.E. 5 {71 1 _. a CB 18-1 TYPE 11-48" RIM EL. 89.70 I.E. 84.62 0 I C3.7 CB OB-2 TYPE I-L RIM EL. 89.70 I.E. 84.92 Cs # TYPE RIM EL. I.E. GB 08-3 TYPE I-L RIM EL. 89.62 I.E. 85.10 MATCH LINE SEE SHEET C3.3 jecord Drawing Certification These drawings conform to the Contractor's construction records. N 6 By I CB 148 TYPE 1 RIM EL 90.70 I.E. 88.49 CB 10-9 TYPE 11-48" RIM EL. 93.20 I.E. 88.00 CB Or-3 TYPE I RIM EL. 90.70 I.E. 86.00 CS F-1 TYPE 1-L RIM EL 90.50 I.E. 85.43 CB OF_13 TYPE I RIM EL. 90.55 I.E. 88.03 NOTE' Title/position: PL.$. SITE GRADING AND STORM DRAIN PIPE SLOPES CB 149 TYPE I RIM EL. 90.70 I.E. 88.62 C8 00-10 TYPE N-48" RIM EL I.E. 88.17 CB /E-4 TYPE I RIM EL, 90,90 I.E. 8722 CS OF-2 TYPE I RIM EL. 90.50 I.E. 85.65 CB OF_14 TYPE I RIM EL. 90.50 I.E. 85.72 INDICATED ON THIS PLAN SET ARE CRITICAL TO Confirmed by City Date: THE FUNCTIONING AND PERFORMANCE OF THE Cr CB 150 TYPE I RIM EL, 90.70 I.E. 88.75 CS OU-11 TYPE I-L RIM EL 93.60 I.E. 85.41 CO /E-5 TYPE 1 RIM EL. 90.90 I.E. 87.51 CB /F-3 TYPE 1 RIM EL. 90.30 I.E. 85.96 CS #F_15 TYPE I RIM EL. 90.50 I.E. 86.00 STORM WATER CONVEYANCE SYSTEM. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO A CB 151 TYPE I RIM EL. 90.70 I.E. 88.67 C8 18-12 TYPE 1 RIM EL. 93.20 LE. 88.55 CB }E-6 TYPE 1 RIM EL, 91.00 I.E. 6771 CB ACCURATELY FOLLOW THE DESIGN GRADES PROJECT REF: FAC03-0011 ;O•-4 TYPE I RIM EL. 90.00 I.E. 86.87 CS OF- TYPE 1 RIM EL. 90.30 I.E. 86.06 SHOWN. IF AT ANY TIME THE CONTRACTOR h C8 052 TYPE 1 RIM EL, 90.70 I.E. 88.80 CB oc-1 TYPE N-48' RIM EL. 92.30 I.E. 85.54 CB ;X-7 TYPE I RIM EL. 90.90 I.E. 8754 CO ;�-5 TYPE I RIM EL. 90.55 I.E. 8717 CS 4c_17 TYPE I RIM EL. 90.30 I.E. 86.35 FEELS A CHANGE IS REQUIRED TO MAKE These plans are approved for conformance ADJUSTMENT TO THE DESIGN PROPERLY with the City of Auburn's Engineering Division W C8 TYPE 1 RIM EL 90.70 I.E. 8G89 CB TYPE 11-48' RIM EL. 92,30 I.E. 85.84 CB INTERFACE WITH OTHER WORK, THE ENGINEER 153 1C-2 /E-8 TYPE f RIM EL. 90.90 I.E. 8782 CB 6 TYPE I RIM EL 90.55 I.E. 87.40 CB /F_f8 TYPE I ftlM EL. 90.f0 I.E. 86.61 SHALL BE NOTIFIED IN WRITING. THE requirements. N EN CS /34 TYPE I RIM EL. 90.00 I.E. 88.67 CS ;/C-3 TYPE N-48' RIM EL. 92.30 I.E. 86.14 CO /E-9 TYPE I RIM EL. 90.90 I.E. 88.06 CB OF-7 TYPE I RIM EL 90.55 I.E. 87.63 C8 OF_19 TYPE 1 RIM EL. 90.10 I.E. 86.90 PROPOSED CHANGES WIT PROOUT EEDWRINT Approved By. �(� _ CONTRACTOR SHALL NOT PROCEED IM7Fl ANY (/�' CB 155 TYPE 1 RIM EL 90.00 I.E. 88.81 CB 4C-4 TYPE II-48' RIM EL. 92.30 I.E. 86.44 CB /E-10 TYPE I RIM EL. 91.20 I.E. 88.29 C8 /F-8 TYPE 1 RIM EL. 90.55 I.E. 8760 C8 OF-2TYPE 1 RIM EL. 90.30 I.E. 85.77 APPROVAL FROM THE OWNER OR THE ENGINEER Date �iv�� OF RECORD. Approved: p 1 2 3 4 5 6 7 C8 /43 TYPE 1 RIM EL. 9f.f0 I.E. 88.16 � �-4 TYPE 1 RIM CB # TYPE RIM EL I.E. PIPE cRossrnlc TABLE SDMH 18 TYPE II-72" RIM EL 90.53 I.E. 82.72 O` x-1 12'0 SD ���`8708 12"0 GAS DIMI=86.42 SDMH 19 TYPE 11-60" RIM EL. 90.54 I.E. 8726 I.E. 82.97 Ks - 12'I SD BOTTOM=86.93 2T0 SO OWN=84.20 SDMH f0 +� TYPE 11-72" RIM EL. I.E. 83.36 SDMH 111 TYPE N-48" RIM EL 93.60 I.E.LE 83.87 * 12"I SO BOTTOM 12'I GAS OWN=86.62 SDMH 112 TYPE II-48' RIM EL 93.92 I.E. 84.64 - 12'I .SD BOTTOM=8712 27'I SO ONN=84.00 SDMH 113 TYPE 11-48' RIM EL. I.E. 85.41 SDMH 116 TYPE 11-60" RIM EL I.E. 84.09 * ©BOTTOM�86.84 12"I SD 12"0 GAS MN=86.18 SDMH 116A TYPE 11-48" RIM EL. I.E. 84.17 12'I SD BOTTOM=84.67 27"� SD ONN=83.26 SDMH 117 TYPE 1i-60" RIM EL. 93.38 LE 84.89 SDMH 1/8 TYPE 11-48' RIM EL I.E. 85.50 15"� SD BOTTOM=B6.45 18"� SD ROWiJ=85.44 SDMH 126 TYPE 11-48" RIM EL 90.92 I.E. 84.69 * PROVIDE POLYELTHYLENE FOAM BLOCKING FOR PIPES WITH 1 FOOT � LEA CLEARNACE PER DETAIL 4 SHEET C3.8. NOTE: ALL STORM PIPING SHOWN ABOVE SDMH /W IS TO t# SLOPED AT 0.21C SDMH 127 TYPE 11-48' RIM EL 90.76 I.E. 85.19 SDMH 12B TYPE II-48" RIM EL. 90.92 I.E. 87.08E I.E. 85.49 S SDMH 129 TYPE 11-48" RIM EL 91.40 I.E. 8756 SDMH 130 TYPE 11-48" RIM EL 90.91 I.E. 8798 EL 89.25 I.E. a5.24 CB # TYPE RIM EL. I.E. CB # TYPE RIM EL. I.E. CB # TYPE RIM EL. I.E. CB # TYPE RIM EL. I.E. .. CB /B-5 TYPE N-48" RIM EL. 93.20 I.E. 86.B0 (� 1C-15 TYPE N-48" RIM EL. 92.70 I.E. 86.22 CB �-11 TYPE 1 RIM EL 90.75 I.E. 88.31 CB ;}F-9 TYPE I RIM EL. 90.55 I.E. 8781 CB �F-21 TYPE 1 RIM EL. 90.50 I.E.I.E 86.06 . CB 145 TY}E I RIM EL. 90.70 I.E. 88.31 � ;�-8 TYPE 11-48" RIM EL. 93.20 I.E. 87f0 C8 1C-16 TYPE I-L RIM EL. 91.70 I.E. 86.54 CO OE-1 TYPE 1 RIM EL 90.60 I.E. 8794 CB OF-f0 TYPE I RIM EL. 90.55 I.E. 8783 CB /F"-2 TYPE 1 RIM EL 91.f0 I.E. 88.23 CB 146 TYPE I RIM EL. 90.70 I.E. 88.44 � /B-7 TYPE 11-48" RIM EL. 93.20 I.E. 8740 co /E-1 TYPE II-48" RIM EL. 90.70 I.E. 86.86 85.31 K � �-13 TYPE 1 RIM EL 90.60 I.E. 88.24 C8 /F_1f TYPE I RIM EL. 90.55 I.E. 8780 C8 ;{32 TYPE 1 RIM EL. 9f.48 I.E. 88.22 C8 147 TYPE I RIM EL. 90.70 I.E. d8.57 � iB-8 TYPE II-48" RIM EL. 93.20 I.E. 8770 C2f �-2 TYPE I RIM EL. 90.70 I.E. 85.70 C8 OE-14 TYPE 1 RIM EL 90.60 I.E. d8.53 C8 ,,/F_72 TYPE 1 RIM EL. 90.55 I.E. SB.03 CB ;(33 TYPE 1 RIM EL. 91.48 I.E. 88.70 o 2 a 3 � � Z J I _� Z Zo 3 � Q � J U � o W z� 77LQ O� � � z � 0 z � j a Q � 1^ I I 2 W m CY 2GRO* o 5 a � a 0 p p N 0 Y U mm o W Q Y O � Z o � a a rn 0 k i 0 m m o m C w U 3 � in Q � w 0 0 5 0 SHEET C3.2 f 7so DWG INDEX: *00 XfAC-ow zkmm dxvm FAw F F C 3 A A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. CB # TYPE RIM EL. I.E. CB # TYPE RIM EL. I.E. SDMH 13 TYPE 11-96" RIM EL 92.59 I.E. 80.16 CB lA-4 TYPE I RIM EL 89.70 1.E. 85.48 SDMH 14 TYPE 11-84" RIM EL 90.57 I.E. 80.42 CB #A-5 TYPE 1 RIM EL. 89.70 I.E. 85.78 SOMH 05 TYPE 11-84" RIM EL 90.48 I.E 80.73 C8 #A-6 TYPE 1 RIM EL 89.70 I.E. 86.08 SOMH is TYPE N-80" RIM EL 90.55 I.E. 81.40 CB #A-7 TYPE I RIM EL 89.57 I.E. 86.12 SDMH #7 TYPE 11-60' RIM EL 90.53 I.E 82.06 CB /D-1 TYPE 11-48" RIM EL 89.50 I.E. 84.45 SDMH 421 TYPE 11-72" RIM EL 89.20 I.E. 81.32Aw CB 41D-2 TYPE I RAW EL 89.50 I.E. 84.85 SOMH #22 TYPE I-72" RIM EL. 89.20 I.E. 82.12 CS ,jD-3 TYPE I RIM EL 89.50 I.E. 85.25 SDMH #23 TYPE I1-96' RIM EL. 90.20 I.E. 82.53 CB jD-4 TYPE I RIM EL 89.50 I.E. 85.65 SOMH P4 TYPE 11-54' RIM EL" LE 83.28 CS 00-5 TYPE I RIM EL 89.50 I.E. 86.05 SDMH 125 TYPE I-48" RIM EL 90.49 I.E. 84.03 CO #37 TYPE I RIM EL. 89.00 I.E. 85.50 CS jVA-1 TYPE I-48' RIM EL 89.70 I.E. 84.58 CB #38 TYPE 11-48" RIM EL. 89.00 I.E. 82.15 C8 lA-2 TYPE I RN EL 89.70 I.E. 84.88 CB 139 TYPE I RIM EL. 87.42 I.E. 82.53 CB JA-3 TYPE I RIM EL. 89.70 I.E. 85.78 CB #40 TYPE I RIM EL. 87.35 I.E. 82.83 1 2 3 CB # TYPE RIM EL. CS 141 TYPE 11-48' RIM EL. 88.89 CB 142 TYPE 1 RIM EL, 67.46 MATCH LINE SEE SHEET C3.2 I.E. I.E. 8.3.00 I.E. 83.16 NOTE: SITE GRADING AND STORM DRAIN PIPE SLOPES INDICATED ON THIS PLAN SET ARE CRITICAL TO THE FUNCTIONING AND PERFORMANCE OF THE STORM WATER CONVEYANCE SYSTEM. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO ACCURATELY FOLLOW THE DESIGN GRADES SHOWN. IF AT ANY TIME THE CONTRACTOR FEELS A CHANGE IS REQUIRED TO MAKE ADJUSTMENT TO THE DESIGN PROPERLY INTERFACE WITH OTHER WORK, THE ENGINEER SHALL BE NOTIFIED IN WRITING. THE CONTRACTOR SHALL NOT PROCEED WITH ANY PROPOSED CHANGES WITHOUT WRITTEN APPROVAL FROM THE OWNER OR THE ENGINEER OF RECORD. PIPE CROSSING TABLE x-� 15"0 SO 36"I SO BOTTOM-82.52 CROWN-81.66 8"0 SO 36"0 SO - BOTTOM=83.01 CROWN-81.44 12'0 SO 42'I SO _ BOTTOM-85.20 CROWN-84.20 * PROVIDE POLYETHYLENE FOAM BLOCKING FOR PIPES WITH ONE FOOT OR LESS CLEARANCE SEE DETAIL 4 SHEET 0.8. SCALE 80 0 40 80 160 ( FEET ) 1 INCH = 80 FT Record Drawing Certification These drawings conform to the Contractor's construction records. By 0-1;5 Date:a Title/position: PL 5e Confirmed by City C Dote%-j PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Clen9hV63 Approved By. Date Approved: �l/if��7 3 a b 5 I qN 0.� 0 gg YY p� 4 N� R b b qT 1 = O ut 3 p � W � �U z� J W J W N+ Z OD zp 3� J U � � LL L1J (j O C� Q m z ` �E Q o W o� z z o � � a C) 0 03 �w � U Q v1 �2g Ok m > o Or o �¢ � w Y^ t� O O O � ry rn O C 4 Q � U mm o W Q w a o c=i a a S W 0 a z o m o m C 3 w � w Q1. u 0 0 5 m ti 0 SHEET C3.3 ^a 0 Y atkt1hy t 1, aaaaasaa<.. h 0 AX Z;;2GD �rp'�>Nt> 00 2 ~Dp ZyZCO �y^�Lp��ti N 3z�g �7;D�m-I pQD9j N�m� Oy A� 1 j , ago \. x> > 1 1 1 w � <O �y?N rFDF-o I ti � y S n rD- O D M m� =m 0 mm v I I INN rl � � � 9 _ _STREET SW (� I = Wy A DESIGNED BY: NYC CHECKED BY: JDD DRAWN BY: NYG APPROVED BY: 20 LAST EDIT. 09/79/03 PLOT DATE: 09/20/03 a 'fir siss yC 4ORAL ��rr�' SAFEWAY INC. AUBURN DISTRIBUTION FACILITY ROOF DRAINAGE PLAN AUBURN WASHINGTONEwhpecifjc.® 3350 Monte Villa Parkway Bothell, Washington 98021 —8872 (aaa)eal—aeoo (4Y6)D61 -IE09 DATE BY REV# REVISION CK-D APPR. camas ot/w SCALE: 1 "=80' 7 PROJECT NO. 30841 DRAWING FILE NAME.' 30841—Ifac—rf01 Plmnars . Eugins m • Suyors • L� dreap Arcmt� is DWG )NDE aMa aaf`�#N An rhs OACN E 0 C G M SCALE 80 0 40 80 160 FEET ) 7 INCH = 80 FT A PORTION OF SECTION 25, TOWSHIP 21 NORTH, RANGE 4 EAST, W.M. MATCH LINE SEE SHEET C3.4 MATCH LINE SEE SHEET C3.6 NOTES: DUE TO GRAPHIC LIMITATIONS OF ORAMNG SCALE, SOME BUILDING SERVICE LOCA 710NS ARE APPROXIMATE. CONTRACTOR SHALL STAKE AND COORDINATE THE LOCATIONS OF UTILITY SERVICES WITH THE MECHANICAL PLANS. APPROXIMATE LOCATIONS OF UTILITY SERVICES ARE SHOWN BY NORTHINGS AND EAS77NGS OR PLAN STATIONING. WHERE STA770NING IS USED, STATION INDICATED IS RELAVVE TO THE NEXT DOWNSTREAM CATCH BASIN OR MANHOLE. KEY MAP Record Drawing Certification These drawings conform to the Contractor's construction records. By. T/. Title/position: Confirmed by City PROJECT REF: FAC03-0011 These plans ore approved for conformance with the City of Auburn 's Engineering Division requirements. LEI. 9/p/03 Approved By. ,( )A44 �— _'�i Date Approved: Y a 0 C R pX 4x h 6i 0 8 C 0 a 9 a z 0 z v= �o 3 � 4i I � U O Z= J 00 00 3 = J U W zo U' Qmz00 Lu o� Z L o m O a 0 � Q 0 00 II � w U j �/1 MMQ O' .�oM t4 1760 0 C A PORTION OF SECTION 25, TO4WVSH/P 21 NORTH, RANGE 4 EAST, W.M. MATCH LINE SEE SHEET C3.6 NOTES: DUE TO GRAPHIC LJAOTA77ONS OF DRAWING SCALE, SOME BUILDING SERVICE LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL STAKE AND COORDINATE THE LOCATIONS OF UTIUTY SERVICES WITH THE MECHANICAL PLANS. APPROXIMATE LOCATIONS OF UTILITY SERVICES ARE SHOW BY NORTHINGS AND EASTINGS OR PLAN STATIONING. WERE STATIONING IS USED, STATION INDICATED IS RELATIVE TO THE NEXT DOWNSTREAM CATCH BASIN OR MANHOLE. KEY MAP SCALE 80 0 40 80 160 ( FEET ) 1 INCH = 80 FT 7 Record Drawing Certification These drawings conform to the Contractor's construction retards. By.. 6Kj�, ) .Kx- Date:a Title/position: PL. S Confirmed by City PROJECT REF: FAC03-0011 te: These plans are approved for conformance with the City of Auburn's Engineering Division requirements. 0 9/23/03 Approved By fpu� 54ca Date Approved: 4 m � 4G 0 a am G A= g I I y a a z 0 z v2i 3 �O � 4i I � U Z O W � �00 00 7 ` Zn � Q 3 � U W ZO Q�z 00 00 3� — w� o o 0 � W z O 4 Q 0 00 It � 0 w Q U Q1 td a a a 0 ¢ 0 rn 0 o] W W W a o � Q a a FA it 0 2 2 rn 0 w m m z z � W � Q SHEET C3.6 7l:O No 1fAxW 1U" i FROM _.. CO /C-2 FROM CB fjA-1 PE ONE A O/W SEPARATOR 2 1.0011 LF 12" 84.23 C3.8 O �O 5=0.91X 1 13 LF 12" O S=0.77X ZONE A SPUTTER'"JTYPE ll-4B"ZONE A SHUTOFF "28LF TYPE 11-48" RIM 90.70IE 84.33 12' INIEI 80.46D18"IN/QUT 95 12' IE`�,30 18" INIE OUT18" I 83.13 12' IN ,{ IE 84AU,12" OUT O/W Z29X 18" WATERMAN SUDE DITCH GATE ! MODEL C-8E-6 OR EQUAL. 0 - 1- k SDMH 14 -•'�IE 80.42 FROM CO OA-7 ZONE A OILM/ATER SEPARATOR �1� SCALE: 1 "=10' C3. % ZONE C O/W SEPARATOR 2 RIM 92.80t I.E. 85.10 C3.8 9 LF 12"- O S=1.IX ZONE C SPUTTER TYPE 11-48" ro 13 LF 24" RIM 92.68 Ka O S= 9.23 X E_85,46_.24" UJ IE 85.46 12" IN IE 86.20 24' DOT x _ IE 85.20 12" OUT 0/W FROM CB IC-15 9 LF 12' O S=1.1X SDMH 117 IE 84.89 53 LF 24 O S=0.2X ZONE C SHUTOFF TYPE ll - 48' RIM 92.81 IE 85.00 24" IN/OUT IE 85.00 12' IN 24' WATERMAN SLIDE DITCH GATE MODEL C-BE-6 OR EQUAL. ZONE C �� OILM/ATER SEPARATOR / 3 SCALE: 1 "=10' C3. % TO SOMH #3 FROM SDMH 118 TO SOMH 116 N FROMCB PROPOSED WATERLINE FROM SOMH 1 o Fn 15 LF 2" ZONE E SPUTTER SDMH 27 ^�O O 5=0.2X TYPE 11-48" 13 LF 12" RIM 90.84 ^' O S=8.15X IE 85.28 12' IN IE 85.91 12' OUT IE 85.28 12" OUT 0/W 78 LF 12" l O S-0.2X 1 __ FROM CB /E-4 a I ZONE E SHUTOFF SOMH - , 4! , xo TYPE II-48" -t � I 184.6jf26L IE 86.86 W C; 4 CS 84.85 12" IN/QUT p_ m 17 E 65.31 NE tM -+ y IE 85.08 12" IN N O N O 12" WATERMAN SLIDE DITCHGATE ^F , w Z MODEL C-BE-6 A OR EQUAL.mi rn a+ w o°; Cc f d X i om C3.8 i x i x a Z I ZONE E 0/N' SEPARA TOR j RIM 90.80 IE 8518 � TO --- '+ SOMH 125 ZONE E OILM/ATER SEPARATOR 5 SCALE: 1 "=10' ZONE 8 SHUTOFF TYPE 11-48' RIM 89.98 E 82.84 18' IN/OUT IE 83.36 12" IN 18" WATERMAN SLIDE DITCH MODEL C-BE-6 TO 62 LF 18" SOMH #8 O S= 0.2X FROM CB /B-2 Ce 08-1 IE IE 84.62 29 LF 18" O S=0.2X 15 OF 18" O 5=11.47X \ '^-11 LF 12" O S=0.91X ZONE B 01UWATER SEPARATOR 2 SCALE: 1"=10' C3.7 ZONE B SPUTTER TYPE 11-48" RIM 89.85 IE 84.56 18" IN/OUT IE 83.56 12" OUT 0/W ZONE B 0/W SEPARATOR RIM 90.00 I.E. 83.46 2 C3.8 FROM I CB ID-2 ' l CB fD-1 p I.E. 84.45` 6 LF 12' - �W O S`\ 1.7OX 13 LF 15" IE84.42 15" SPUTTER 2 TYPE 11-48" RIM 89.56 K IE 85.05 15 OUT H ZONE D O/W SEPARATOR IE 84.42 12" OUT O/W - RIM 89.75 13 LF 15" W W I.E. 84.32 �t\ . O S=1Z62X ZONE D SHUTOFF i -RIM 89.62 -'-- ' IE 82.76 15" IN/OUT -- IE 84.22 12" IN I 6 LF 12" 15' WATERMAN SLIDE DITCH � O S=1, 709 �S MODEL C-BE-6 6 i I TO SOMH 123 ZONE D OILM/ATER SEPARATOR ( 4 1 SCALE: 1 "=10' FROM - FROM SOMH 128 10 LF 15' CB OF-2O 5=0.2X ZONE F SHUTOFF TYPE II-48" RIM 90.74 IE 85.21 IN/OUT 15" \ 15" WATERMAN SLIDE DITCH GATE . MODEL C-8E-6, ¢ k OR EQUAL SDMH 127�. .. 16 LF 12" E 85.19 S-0.63% =. 10 LF 18" 001 S-0.2X TO FROM SOMH 026 CB 1F-14 12' \ TIE 85.43 -ZONE F SPUTTER TYPE 11-48 -_-_--_ _ . RIM-"90.57 IE B6.32 15 IN/OUT IE 85.41 12" OUT 0/W -ZONE F O/W SEPARATOR 2 RIM 90.70 C3.8 ZONE F 01UWATER SEPARATOR 6 SCALE: 1 "=10' E"i N SCALE 150 0 75 150 300 ( FEET ) 1 INCH = 150 FT OIL/WATER SEPARATOR NOTE: SEE SHEET C3.8 FOR SEPARATOR SIZING CRITERIA. Record Drawing Certification These drawings conform to the Contractor's construction records.. BY Title/position: P.L. S- Confirmed by City Date: PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. CI 9/L7103 Approved By: Dote Approved:`�Z4�o1 m i 4G 0 ~ n 0 oc g$ y � gE 7 a Z � z 3 3 4; O � I QU zQ W � J J � I Z00 (z, LU �L Z O V m 00 QZ � Q O O tl z m a Q U V) c Y� f ye a a o a p O O O Y U a 0 i c m m o 0 w a p U Q 4 to � 0 3 'A o rn 0 C Co m o m w � 3 � SHEET C3.7 n BUILDING FACE CID UV CO. 2436P, GALVANIZED F _ DIAMOND PLATE COVER SLAB F. F. �:%% r::�:;�s 2APLA PLACES S REI AtER COUPLING (� NE — SEE MECHANICAL PLANS) A A 6"0 CLEANOUT TRUCK LOADING 6"0 ROOF atAIN r- O 1.OR MIN. _ --� _ 6"_0_D� BEND _. 4—TON LIFT ANCHOR QFABRICATED 4 PLACES IN TOP SEC77ON E /�oviti-(„ UV CO. 2-3321 GALVANIZED DIAMOND PLATE COVER ADS (TYPICAL) CAST -IN COVER SLAB PLAN VIEW TEE RISERS AS REQUIRED OUTLET PIPE WITH SAMPLING TEE *OUTLETTO BE LARGER THAN INLETEPIPE TOP ELEVATION ' ROOF DOWNSPOUT SEE PLAN o ' a ° ¢ ' CONNECTION ( 1 :e ° Q OPTIONAL TOPS 2'-7" AND 3'-7" SCALE: NTS C3.8 1 41 OIL RETAINING BAFFLE - HEIGHTS COALESCING MEDIA a HOLD -DOWNS INLET I.E. OUTLET I.E. (SEE PLAN) - - "�' 5$ _ (SEE PLAN) r z w I INLET PIPE `�^ • g WITH SAMPLING TEE ` ai �" w W � IS�/LfIMf,• F � 6f 'u5' � LIFTING IRON 2 EACH END, 2 ENDS v �o COALESCING MEDIA�- (DEPTH VARIES) (2') 3/4--0" CRUSHED AGGREGATE ON TOP ELEVATION (4") 1 1/2"-0" BASE COURSE (SEE PLAN) 12" DEPTH SOIL AMENDMENT (SEE PROJECT SPECIFICATIONS) _. SUBGRADE IC IN yu GENERAL NOTE CONTRACTOR TO: SUPPLY AND INSTALL ALL PIPING k SAMPLING TEES GROUT IN ALL PIPES FILL WITH CLEAN WATER PRIOR TO 'START-UP" OF SYSTEM VERIFY ALL BLOCKOUT SIZES AND LOCATIONS 1. BASIC DESIGN INFORMATION: INFLUENT CHARACTERISTICS: DESIGNED PER WASHINGTON STATE DEPARTMENT OF ECOLOGY - OIL SPECIFIC GRAVITY.' 0.88 - OPERATING TEMPERATURE: 50' - INFLUENT OIL CONCENTRATION: 100 PPM - MEAN OIL DROPLET SIZE: 130 MICRONS - 0.033 FT/MIN OIL RISE RATE - EFFLUENT QUALITY: 10 PPM - 100R COLLECTED SIZE: 60 MICRON 2. CONTRACTOR SHALL ORDER OIL/WATER SEPARATOR FROM UTILITY VAULT USING THE FOLLOWING CRITERIA: #OIL/WA TER SEPARATOR SIZING CRITERIA ZONE PROCESS FLOW (CFS A 2.2 B 2.3 C 2.3 D 1.1 11 F 2.0 TOP SECTION NO. 816-CPS-T 19,250 LBS. OUTLET PIPE WITH SAMPLING TEE BASE ASSEMBLY NO. 816-3-CPS- 36,880 LBS OIL/WATER SEPARATOR UTILITY VAULT MODEL 816-3-CPS (OR APPROVED EQUAL) �2� SCALE: N.T.S. C3.8 PIPE SAMPLING IY OTHERS fig= 1. PIPE SIZES AND SLOPES PER PLAN. 2. ALL METAL PARTS SHALL BE GALVALUM, STAINLESS STEEL, OR PVC. 3. FRAME (LID OPENING) B LADDER/STEPS SHALL BE ROTATED SUCH THAT RISER IS VISIBLE FROM TOP, LADDER/STEPS FUNCTION IS CLEAR FROM RISER, FRAME IS CLEAR OF CURB. 4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE, IT SHALL HAVE SMOOTH OUTSIDE DIAMETER EQUAL TO CONCRETE PIPE INSIDE DIAMETER OR 1/4" LESS, TYPICAL. Q 100 YEAR = 28.9 CFS Q 25 YEAR - 22.1 CFS Q 10 YEAR a 16.2 CFS Q 2 YEAR = 4.6 CFS ADJUSTMENT BRICKS (4" MIN., 16" MAX.) TM — A7 9d TO WALL 30' INLET SAFETY 8 3/4 SHOP-1 ORIF7E 2' MIN rt!���''�30"0 RISER ;�/ROUND SOLID COVER MARKED "DRAIN" LOCKABLE 2'0 MINIMUM PLAN EL.=89.5t 0 cJ CONCRETE ANCHOR (TYP) 1.0' MIN. 30" OUTLET PIPE PRE -FABRICATED 30'0 RISER TEE TYPE II - 84'0 REFER TO CITY OF AUBURN DETAIL ELEVATION STORM-01 CONTROL MANHOLE 3 SCALE: N.T.S. C3.8 PIPE CROSSING DETAIL r4 SCALE: N.T.S. C8.6 Record Drawing Certification These drawings conform to the Contractor's construction records..-� By. ��S /OZI/ — Dote:1&4k Title/position: &, S. Confirmed by City -Date: - PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. nn Q�CPP/J 11/21/0) Approved By. (LJ-f/w°'-S.«Ci�f /. Date Approved: it L*1OS n s •Rk o a e 4 0 5 3 C � � E � g� 7 z 0 z_ x 3 -p q 4i I � U O 2 v J vt 3 W U Q Uz Lu Z Q m 7�7 00 O 1' 1 R5cc O� 0 � Z Q O a m Q '0 vJ 0 F- Z � W � ¢ U vl Ltd• V4 t � ° o � � � s s r 2O > 2 > o O N a a p U rn 0 m 0 w i- m o h ¢ 0 a o D: Z 0 � 0 a m o z � m z 3 a w w 0 o- m � SHEET C3.8 DWG INDI WN m as amm-W AX Ak A&1-xiv- ak YAO arn2a-61r, E ■m TOP EL. 104.8 PROPOSED RETAINING WALL GALVANIZED AND — ASPHALT COATED CONCRETE ANCHOR d STRAP TOE 96.52 i GROUT OR — FIBER n JUNT 8'0 D.L FORCE WALL F007WG U W M - JOMT Cow — .THRUST BLOC( r 6'MIN. I C FORCEM41N CONNECTION DETAIL 1 SCALE: N.T.S. C4.1 on I3 rd 1ST AVE N. I I 8 x 12 A EDUCER 1r/ GRAVITY 10.1. LE 99.80Ir NOTE STEP F007M TO ALLOW FOR D.L PIPE SLEEVE WTALLA TION A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. KEY MAP UU/L*7 DUE TO GRAPHIC LIMITATIONS OF DRAWING SCALE, SOME BUILDING SERVICE LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL STAKE AND COORDINATE THE LOCATIONS OF UTILITY SERVICES WITH THE MECHANICAL PLANS. APPROXIMATE LOCATIONS OF UTILITY SERVICES ARE SHOWN BY NORTHINGS AND EASTINGS OR PLAN STATIONING. WHERE STATIONING IS USED, STATION INDICATED IS RELATIVE TO THE NEXT DOWNSTREAM CATCH BASIN OR MANHOLE. / I / I / 1 I � 1j 8"Gos NAtN / ssnN�iipB-02 i I i MATCH LINE SEE SHEET C4.2 1 1 � 1 1 I I 1 I � I � / 1 I SCALE / �1 80 0 40 80 160 ( FEET) / 1 i INCH = 80 FT j I / / 1 I I / / 1 ' 1 I / I N108-0.T/ — - - I- • • SSWTWE I I11. 04 0 U O I N 1 _ 0 AM i N 1037 7 LE IN 82 x2 E 1 29 LE ca LE OUT 83 0 rm SSW (floe-02 • � TYPE 1 - 48'4 N 108493.41 -- '° E 1292724.79 70 L R8/ 94.12 , 1E.M87.OB - - - 1 ' S1<E AAE'CHAN/CAL PLAINS ri LE OUT 88.98 LF 8'0 2X MWV. FI � SjS1 NI 1 E1 72 t # SANITARY 14 L�F o SS CLEANOUT O 2Z A M. REFRIGERATED _ zs SS WAREHOUSE • 2* Mw� —23 LF C A000 SS F.F. ELEV.-98.5 —23 LF 6'0 SS $ e 2X MIN. C4.2 s /nae-mnm \TYPE 1 - 48Y ! CONNEclm N 103083.3 IM. - 1 23 LF 600 SS E 1292733.41 C 2x AE 129340J RAY 93.83 + LE M 88.38 I.E. OUT 88.28 !SSAfH /ifOB-0 22 LF 800° I - e .SSA 23 LF 8'8 SS-1N 104901.E 29 ANN. • 2X AdN. E 1293213 91 R 9Se8 LE M 87.12 LE OUT 87.02 PIPE CROSSING TABLE e'r SS fro s0 O 92 BOTTOM-90.39 8'o ss 1200 SO O 88.J7 9OTTOM-90.14 8'e SS 14*0 SD GROWN-87.91 BOTrDM-r 9.87 X4 8'/ SS 8'/ GAS 87.44 LiOMM-88.29 • PROVIDE POLYETHYLENE FOAM BLOCfMG FOR PFES WITH 1 FOor OR Liss CLEARANCE PER DETAIL 4 SHEET C3.G n Y m ro i a n G as a a G � � � o O 2 3 2 J wl LL d z Z O 3 J Q o UCL LL LLl z �- W v W o� (j O W 0 j � a j z Q O co _11 c U Q c� a a Q P U o O O O 0 o w 0 U Q 4 W 0 Z 2 O� O W � m m O Z � w 0 � 3 � v� Q cn n o 5 LTT SHEET C4.1 060 DWG INDEX RUwy MIXIV IliabidW xkczm AxO JONI-IRM-101 fAMM a3nza-W-offl E E 9 3 H I 1 1 I I I t I 1 I 1 I I I 1 I I1I " I I I;1 I ' 1 N I SCALE 80 0 40 80 160 ( FEET ) T INCH = 80 FT O o q O O { N 10413 IT 0 0 55I011 /-4 r /12t1E-22 N E IMOO.97 iMi 9t.22 E IN 81.01 *10 LF .E OUT 81.51 Bo/ SS 11 LF 600 SS O21XW. D LE N 80.96 LE OUT 80.88 81 A PORTION OF SECTION 25, MATCH LINE SEE TOWNSHIP 21 NORTH, SHEET C4.1 RANGE 4 EAST, W.M. 42 LF B•I SS - I' O 2X MM. 9* I 12 1 - 4d-0 -06 IF _ SSW P i :SWA4 ~ 4756.2 d92887.77 0.2>< ABW./ 75 LF B•e c 48'1 yA N 104733492X • 93.37 �"' MIFI. - -_.. E 1293261.36 I.E. N ales + LE N 86.32 6 � i I.E.OUT SAW '. .. LE OUT 86.22 ,* 12 LF 8'e SS c I v SDR O 2X AIM. I �F I F JL K I - XJ X4 Lam'.-`. a'."a:1 LIFT STATON SEE SHEET C4.4 N 104208.81 E 1292564.28 r+- t S$ 61 LF 670 SS LF 6•0 M O 2% MIN. I I ° "�"' SS REFRIGERATED a 2X MW.. WAREHOUSE iFF ELEV.=98.5 SSW4 i120B-07 TYPE 1 - 48•I N 1045512.56 IE 1292691.93 RMM 93.g2 LE IN 82.76 I.E OUT 82.66- 37 LF 600 SS 2+44 -... O 2X MN. 36 LF 6•0ss- 02WAft SSW /1208-16 SSMH i1206-01 •.a.. -" TYPE / - 48-0 TYPE 1 - 48-0 , SSAN4 j!!O9-02 N 104146.26 N ID41UN TYPE / - W E 1292211.17 E 1292588.70 90.E ._ N 104157.20 E 1202752.09 RAY 90.92 20 RAM 8240 r .A(XIYT RAM g�� LE N �S3 79.26 I.E. IN IN (E 77.877. 6 ' E 73.01 LE 7B.47 I • LE INN� 78.47 LE OUT(E) 79.18 I E OUT 7756 --- - x8 LE OUT ------ (Ni 78.37 38LF8.4SS 2 �. ° 0• 1+01 A� - _ F.F. ELEV=96.0 m I d • §iMH 0208- 2X MIN. 1 /� o N! 103984.35 ; Of E, 12016M.91 TRUCK RIM LE IN a2.09 w SHOP 9,, SSW 11209-17 ARATOR J TYPE I - / SANITARY TyLT,. (� N 1 83_.. ...... F.F. ELEV.'=91.5 T t91.36 :" 2215 11 W IN 81.04 21I.E. I.E OUT 80.94 OGSS, -24.. 2t AIN. N 103M.12 E 11291692.12 w �+ , 91.38 M W.OV 3 LF 600 SS O 211: AAN1. I I I T+78 12LF60oS' O 2% MN. 27 LF 6'0 O 2X MN. 9 LF 80 O ss rO I I O a4AT g ' SSW JF206-0 0I N 104640.01 E 1293263.27 i I RAM 93.69 LE N 85.85 LE OUT 8173 i � I i I 11 1/4' OEM RESIRAINED , JMT I N 104397.64 I T 1293416.25 LE N 84,82 LE OUT "52 FIRAMM T 04277.42 15 LF Gorr SS E 1293406.71 O 2% ANN. SSMH /f208-05 SSMH /1208-06 SSW4 /1208-0; ' TYPE I - Aro TYPE 1 - 46-0 TYPE I - 48'0 •o N 103951.90 N 103957.74 N 103061.75 E 129275B.B9 E 1293038.53 E 1293M12 RAM 91.13 RIM 91.35 RIM 93.72 LE N 79.39 LE N 80.62 I.E. N 82.92 -+N 103948.4 LE OUT 79.29 I.E OUT 80.52 LE OUT 82.82 IE 1293413.43 RETAMING Bran T N 1039-U36 - E 129267a.97 61 LF 6-0 SO O 2X AM4. F.F. ELEV.=95.5 _ SSW /1206-11 TYPE I - 48'I N 103640.62 E 1293043.01 RIM 90.65 LE N 81.99 I.E. OUT 81.89 7D LF 600 SS 0 09AtN 4 81 LF 600 SS S O 2x MN. S MATCH LINE SEE SHEET C4.3 U@LY7 DUE TO GRAPHIC LIMITATIONS OF DRAWING SCALE, SOME BUILDING SERVICE LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL STAKE AND COORDINATE THE LOCATIONS OF UTILITY SERVICES WITH THE MECHANICAL PLANS. APPROXIMATE LOCATIONS OF UTILITY SERVICES ARE SHOWN BY NORTHINGS AND EA57INGS OR PLAN STATIONING. WH19E STATIONING IS USED, STATION INDICATED IS RELATIVE TO THE NEXT DOWNSTREAM CATCH BASIN OR MANHOLE. KEY MAP 2 i a 107-9-rv- SS 0 1.1 735 V Fo-oF 1 I 1 II I I � I I PIPE CROSSING TABLE O80/ SS WO SD CROW-W.089OTTOMM-87.89 O 8•. SS IrO OAS 80.72 901`1106/-85,32 8-I SS 27-0 SD CRONW-80,43 BOTTOM-81.29 X4 8•o SS 1200 SO CRONN-80.16 90TTOM-88.01 8-M SS 1200 SD CROW-80.19 BOTTOM-8161 O 800 SS 1200 W 80. BOTTOM-85.39 X7 8-. SS Ir. so CRONN-81.47 9OTTOM-85.68 O 8•I SS 1200 SD -78.54 BOTTOM-85.99 O 8•I SS 2400 SD 7S BOT10M-64.36 X10 o SS 2400 SO La CRONN-M.37 9OTTOM-83.21 • PROVIDE POL*7HXENE FOAM BLOCKMG FOR PIPES 0117H 1 FOOT OR LESS CLEARANCE PER DETAIL 4 SHEET C3.8. Record Drawing Certification These drawings conform to the Contractor's construction records. By �, R Date/ Titie/position: Confirmed by Citye-aw�Date:/>%r- PROJECT REF: FAC03-0011 These plans ore approved for conformance with the City of Auburn's Engineering Division requirements. Gv 9,16/07 Approved By. r_v `--Sx Date Approved: 9ity�0 3 � S Y 4� a a C M q R° o 6 E - 4 m z .- a 3 V) � I �U Z J WI Z 2O 3 � J o UCL LL O a j j �z[ Q rj� vJ o II mV) Lij Ic 5 �• O O o a p U 0 mm Y 0 W O Q Z Z z 0 '- 0 m o . m o W m W v a cn SHEET C4.2 I7so 3 I I I I SCALE 80 0 40 80 160 ( FEET ) 1 INCH = 80 FT 1 1 I 1 PIPE CROSSING TABLE 3600 SO 8'I SS O WN-84.03 SOMM-86.20 WO SD 8'o Ss CROWN-86.06 BOrIVAI-86.9 • PROVIDE POLYETHYLENE FOAM BLOCKING FOR PN'ES NTH 1 FOOT OR LESS CLEARANCE PER DETAN. 4 SHEET C18. A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M- MATCH LINE SEE SHEET C4.2 SSW 11200-1 TYPE I - 48'0 N 103"0.97 E 129222&05 RV 90.85 I.E. IN 82b0 I.E. OUT 82.40 31 LF 0'0 SS s 4 21L A9N. F 34 LF 600 SS O 29 AM. 1 SSUH 11206-1 1 - 1 u, N 103070.49 E 1292172.13 • RAW 9a32 At LE 94 84.29 '� LE OUT 84.10 • 74 LF 6'0 SS • 29 AN 2 H s 1 i 'I GROCERY WAREHOUSE F.F. ELEV.=95.5 FUTURE 70 LF 800 SS • 2% MIN. — SANITARY CLEANOUT (TYP) 61 LF 6'O O2xAW 14 LF 600 O 2X AAN. SSW'! -" EXPANSION SSW #Y�-14 TYPE 1 - 4B'I AREA I - 1020"00 N 1021072.63 y L; 129218a44 AE, E 129.TOB4.So I 444SSSS IM 90.38 RAW 90.61 9J 8A92 I.E. IN 86.16 I.E. OUT BS�82 LE. OUT 86.06 r, 7-5 LF 600 SS 61 LF 600 SS I Ili O 21C AWN. • 2AY Im. — — — — — — — — — — — — — — — — I I I I I I I i 0 w :F '''.71 '.Z N 10334a69 E 1293051.14 RN 9a 70 I.E. NV 83.29 I.E. OUT 83.19 T SSA91 11208-13 N 103006.SO E 129=7.97 RAW 9a85 I.E. IN 64.72 LE OUT M62 $y��NN1 p2 TYPtE,1 - N 1 E1 RIM 94.10 I.E 88.68 — ROAD-- — Z �lo I I I I I I I WI I I I I I I I NOTES. - DUE TO GRAPHIC LIMITATIONS OF DRAWING SCALE, SOME BUILDING SERVICE LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL STAKE AND COORDINATE THE LOCATIONS OF UTILITY SERVICES WITH THE MECHANICAL PLANS. APPROXIMATE LOCATIONS OF UTILITY SERVICES ARE SHOWN BY NORTHINGS AND EAS77NGS OR PLAN STATIONING. WHERE STATIONING IS USED, STATION INDICATED IS RELATIVE TO THE NEXT DOWNSTREAM CATCH BASIN OR MANHOLE. 5 6 Record Drawing Certification These drawings conform to the Contractors construction records. By Title position: ??— Confirmed by City Date:,l__ PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. CP /9L7/03 Approved By. 5j1p Date Approved: W24163 m as � 4� a 0 � � r- O 3 wU Z J w I z z O3 J o U � LL ti z LL,I ZO LL � � O a v, O II Cc U � cn Q x o a a p U o O O p 0 � N O W ~ E C U Y a O Q a O c=i W 0 0 rn Z Z rn 0 m > m ti z z o � 3 � SHEET C4.3 )7 O DETAIL KEY 1. DUPLEX FLYGT NP 3127X 438 MT 10 HP 460V 30 EXPLOSION PROOF MOTOR WITH 1750 RPM SUBMERSIBLE 6" DISCHARGE, 4" SOLIDS HANDLING CAPACITY PUMP, OR APPROVED EQUAL. OPERATING POINT 4000PM, 50 FFFT TDH. 2. 6" DISCHARGE ELBOW AND BASE PLATE. J. PUMP CARRIER GUIDE RAIL AND BRACKET SYSTEM, EACH PUMP. STAINLESS STEEL, SCHEDULE 40 MIN. F NEI/A 4X MOTOR / \ 4. A -LOCK SEAL W/NON-SHRINK GROUT OR CONTROL PANEL EQUAL. TRANsrER SWTCI 5. 5" DI SPOOL FL x FL. H CONTROL PANEL VERIFY W/OHNER 6. STAINLESS STEEL SPOOL SUPPORT (4 EACH, SEE DETAIL 5 THIS SHEET). NEMA 4X 7. 6" DI FL x FL 90' ELBOW. B. 6" DI SPOOL FL x PE. 9. ROMAC 501 FLEX COUPLING OR APPROVED EQUAL. 10. 6" CHECK VALVE FL., VALMATIC SWING FLEX OR APPROVED EQUAL. 11. 6" PLUG VALVE FL., VALMATIC CAM -CENTRIC OR APPROVED EQUAL. GAS TIGHT 12. 6" DI TEE FL. SEAL OFFS 13. MULTITRODE MT2PC LEVEL SENSING PROBE WITH MTAK STANDARD GALVANZEn MOUNTING BRACKET. TAW PAr'ET. 14. PROVIDE 3 STAINLESS STEEL HOOKS FOR LIFTING CHAIN AND ELECTRICAL CORD. STAND S 15. 6"x8" FLG x FLG ECCENTRIC REDUCER E 16. WET WELL TO BE BACKFILLED WITH GRANULAR (3/4"-2" MINUS) GRAVEL AT 95X LSTAPILESS EVEL LEVEL T MAXIMUM COMPACTION, PER ASTM D-1557. 17. 8" FORCE MAIN WITH POSITIVE SLOPE TO OUTLET. SEE SITE OWL DRAWING 277/491W 30 POWER SUPPLY FEEDER ak*MT IS. 2 - 2"CONDUIT & 1 - 1"CONDUIT FOR PUMP CORD AND TRANSDUCER CABLE 19. 2-GRINELL FIGURE 191 ADJUSTABLE PIPE STANTION SADDLE W/ U-BOLT OR APPROVED EQUAL. ELECTRICALICONTROL PANEL 20. (C14) 25 LINEAL FEET OF 1/4" MIN. STAINLESS STEEL LIFTING CHAIN TYPE 316 STAINLESS SCALE: N.T.S. (EA. PUMP). 21. 40 LINEAL FEET OF PUMP POWER CORD (EACH PUMP) PROVIDED BY PUMP MANUFACTURER 22. 36" x 60" DOUBLE DOOR ALUMINUM HATCH OPENING WHERE SHOWN IN MANHOLE LID WITH STAINLESS STEEL TOR90N SPRING ASSIST, ALUMINUM SAFTY GRATE SYSTEM SKIRTING TO DEPTH OF SLAB, AND SAFETY CHAINS AND POSTS AS MANUFACTURED BY SYRACUSE CASTINGS OR EQUAL. ENTIRE LID AND ACCESS HATCH ASSEMBLY SHALL BE DESIGNED, SUPPLIED AND INSTALLED TO PROVIDE A MINIMUM HS20 TRAFFIC LOADING. 23. 2"0 SCHEDULE 40 PVC VAULT DRAIN AND TRAP, 24. 5/8" RESTRAINING ROD AND EYE BOLTS CORTAN OR APPROVED EQUAL. D 25. 6' STAINLESS STEEL SCREENED VENT. 26. ELECTRICAL CONTROL ENCLOSURE PANEL. MOUNT ON UNISTRUT MEMBERS AND ANCHOR TO MANHOLE STRUCTURE OR PROVIDE CAST -IN -PLACE CONCRETE FOOTING (SIM TO 4/C4.4) 27. 8" DI SPOOL FLG X FLG 28, CONTRACTOR SHALL PROVIDE INFORMATION BOARD EXPLAINING WHO TO CONTACT IF ALARM IS ACTIVATED, AND AUDIBLE ALARM/ SHUT-OFF INSTRUCTIONS. FJ LINER FIELD "NT T-LOCK O.E. (SPLICE PER MANUFACTURERS SPECIFICATIONS) ALL "NIS AND PENETRATIONS MUST BE 100% WATER TIGHT & TESTED. �C ..." - ter. WLESS OLTS RS AND NUTS 2" 304 STAINLESS SS ANCHOR BOLTS SPOOL SUPPORT BRACKET SCALE: N.T.S. C4.4 277/48OV, 30 POWER SUPPLY FEEDER CIRCUIT (WITH EMERGENCY POWER PROVISION) SEE ELECTRICAL PLAN(S) -PROVIDE FUSED DISCONNECT REQUIRED BY NEC (IN NEMA 4X PANEL) THIGH WATER ALARM LIGHT 30 PUMP POWER AUDIBLE HIGH WATER ALARM O N ARD (TYP) (BY OTHERS) _ -- °4 - e a ° 4 �0. _4 °O 480V ELECTRICAL SERVICE - 10 ° - - - 11 2 6 9 7 8 °. � 4 I O ;O I 1 I ^ I 3 I I I ° a° e O O I • ® 15 I 4 4 7 ° 1 2 6 9 8 10 it " -----------J O a - - a - NOTE: - - EQUIPMENT NOT SHOWN IN TRUE ORIENTATION. ° 4 EXACT LOCATION OF EQUIPMENT TO BE STAKED ° a - 8 FOOT DI A. MA IN FIELD BY ENGINEER. SECTION 8 FOOT DIA. MANHOLE­--1 LIFT STATION SECTION VALVE VAULT O LIFT STATIONIVALVE VAULT PLAN 1 O SCALE: N.T.S. C4,4 O LIFT STATION RIM 8 FOOT DIAMETER PRE -CAST NET WELL STRUCTURE WIT -LOCK AMERIPLATE LINING OR EQUAL CAPABLE OF HS20 TRAFFIC LOADING INTRINSICALLY SAFE LEVEL SENSORS 8 FOOT DIAMETER PRE -CAST WET WELL STRUCTURE W/PRECAST FLAT BOTTOM BASE DESIGN FOR HS20 TRAFFIC LOADING 0 5, A1,0 6 "'Min. 6"'Min� � 16 ,- PUMP ELECTRICAL/CONTROL PANEL, NEMA 4X r. v v -N - ELEV. 7&0 LAG PUMP START - H NOTE: GRAVITY SEWER PUMP CONTROL CCT LINE BY UTILITY L CONTRACTOR BY UTILITY CONTRACTOR. SEE SITE 6 UTILITY PLAN INV.:77.34 5 CONTROL CABLE IN 1" C ELEV 77.5 HIGH WATER ALARM PANEL 120V CONVENIENCE MULTITRODE CONDUCTANCE PROBE RECEPTICAL, LIGHT & HEATER ELEV, 745 TELEMETRY CONTACTS SHALL LEAD PUMP START 1 BE PROVIDED IN THE PUMP ELEV. 74.0 - 1 CONTROL PANEL FOR THE S PUMP POWER CABLE PUMP OFF/REDUNDANT OFF i 1 1 FOLLOWING STATUS ALARM ELEV 73.5 _ CONDITIONS AdLOW NET WELL LEVEL ALARM 2 -LOW WET WELL LEVEL -HIGH NET WELL LEVEL ELEV. 72.0 0 -PUMP NO. 1 RUN NET WELL BOTTOM -PUMP NO. 2 RUN V-0-Min. - •` _ -PUMP NO. 1 FAIL M -' ' -PUMP NO. 2 FAIL 6" +, -POWER FAIL 6-110, 2-112C IN 1" CxON: 12' ONE LINE ELECTRICAL DIAGRAM r5� SCALE: N.T.S.- LIFT STATION/VALVE VAULT SECTION SCALE: N.T.S. 2 3 4 5 6 GROUT FILL -(2") 3/4"-0" CRUSHED AGGREGATE ON- (4") 1 1/2"-0" BASE COURSE 12" DEPTH SOIL AMENDMENT- PRO„ECT SPECIFICATIONS) SUBGRADE NOTE: CONTRACTOR IS RESPONSIBLE FOR PREWN17ON OF LIFT STATION FLOTATION DURING CONSTRUCTION 4� 0 O Record Drawing Certification These drawings conform to the Contractor's construction records. By � �- Dote/Aa Title/position: 04 5, Confirmed by City Date:_ PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. G-P 9/Er/o3 Approved By .er✓ iylJ�r Date Approved: 7 n a O 4 40 C a A OB 4 h o C, $ 8 o 2 U O J 3 0 z U) W zU J� Q J � I Z Z 00 00 Q O J � o U_ rr�^ `vJ LL 00 W J z� 0 U Z O a m 'Uj vJ Q c I� f� Z Z � W U c ,Vo4 V s o �•+1j4. CC a a 0 U 0 p O O > > N 0 m m w a Y O O w c, a Z o w 0 Z � O w m m z Z o � 3 � SHEET C4.4 750 DWG INDEX: 1. LIFT STATION GENERAL NOTES/SPECIFICATIONS 1. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND OTHER RESOURCES NECESSARY FOR THE THE FOLLOWING ADDITIONAL FUNCTIONS WILL BE INCLUDED: CONSTRUCTION OF A DUPLEX SEWAGE LIFT STATION COMPLETE IN PLACE IN ACCORDANCE KITH THE DRAWINGS AND THESE SPECIFICATIONS. THE WORK SHALL INCLUDE EXCAVATION AND BACKFILL; EXCAVATION * ELAPSED TIME METERS. DEWATERING, IF REQUIRED; CONSTRUCTION OF THE WETWELL, PUMPS, CONTROLS, PIPING AND ELECTRICAL * PUMP STARTS COUNTERS. CONNECTIONS; SITE DEWATERING AND ALL OTHER APPURTENANCES AND INCIDENTAL WORK ITEMS NECESSARY * A MULTITRODE TEN (10) POINT CONDUCTANCE PROBE, INCLUDING AN INTRINSICALLY SAFE BARRIER DEVICE TO CONSTRUCT A SATISFACTORILY FUNCTIONING SEWAGE LIFT STATION. OR AN ALTERNATIVE LEVEL MEASUREMENT SYSTEM. F 2. ALL MATERIALS AND LABOR ARE TO BE FURNISHED BY THE CONTRACTOR. ALL WORKMANSHIP, EQUIPMENT, * PHASE MONITOR. AND MATERIALS INCORPORATED IN THE WORK COVERED BY THE CONTRACT ARE TO BE NEW, AND OF THE * DOME LIGHT HIGH WATER. BEST AVAILABLE GRADE OR QUALITY. * BATTERY BACK-UP FOR DOME LIGHT. J. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THESE DRAWINGS AND SPECIFICATIONS, THE * HORN FOR HIGH WATER CONDITION. INNER DOOR. NATIONAL ELECTRICAL CODE(NEC) REQUIREMENTS OF THE WASHINGTON DEPARTMENT OF +WIRE DIAGRAMS. ENVIRONMENTAL QUALITY, UPC AND OTHER APPLICABLE STATE AND LOCAL CODES. * CONVENIENCE OUTLET 15 AMPS. 4. FURNISH AND INSTALL A COMPLETE DUPLEX SUBMERSIBLE PUMPING SYSTEM, COMPLETE WIN A PRE -CAST WET * CONTROL PANEL ILLUMINATION LIGHTS. WELL STRUCTURE, PUMPS, VALWNG, ELECTRICAL/CONTROL SYSTEM, AND OTHER COMPONENTS NECESSARY TO MAKE * AMP METERS. A COMPLETE AND OPERATIONAL SYSTEM. THE LIFT STATION PUMP SYSTEM SHALL BE A DUPLEX FLYGT NP 3127X f0 HP 480V 3® EXPLOSION PROOF MOTOR WITH 1750 RPM SUBMERSIBLE DISCHARGE, 4" SOLIDS f0. PROVIDE ALL PUMPS, MOTORS, CIRCUIT BREAKERS, MOTOR STARTERS CONTROL RELAYS, ENCLOSURES, AND HA HANDLING CAPACITY PUMP OR APPROVED EQUAL OPERATING POINT 400 GPM, SD TDH. THE PUMP SUPPLIER SHALL ANY OTHER NECESSARY ITEMS IN CONFORMANCE WITH THE MANUFACTURER'S RECOAMIENDATIONS AND PROVIDE THE PUMPS, DISCHARGE ELBOW WITH BASE PLATE/ FLANGE ASSEMBLY, PUMP CARRIER ASSEMBLY, LIFTING APPLICABLE ELECTRICAL CODES TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. OPERATION OF THE CHAIN OR CABLE, ACCESS FRAME AND LOCKABLE COVER, LEVEL SENSING MOUNTING BRACKET, ELECTRICAL AND SYSTEM SHALL BE AS FOLLOWS. CONTROL EQUIPMENT, MULTITRODE LEVEL SENSING EQUIPMENT STAINLESS STEEL GUIDE RAILS AND DISCHARGE THE LONER SET POINT SERVES TO DE -ENERGIZE ALL PUMP CONTACTORS AND SHUT DOWN ALL , PIPING. PUMPS. THE START SET POINT ENERGIES THE LEAD PUMP CONTACTOR AND STARTS THE LEAD 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF NECESSARY WORK WITH SITE ELECTRICAL TO ASSURE PUMP. THE OVERRIDE SET POINT ENERGIZES THE LAG PUMP CONTACTOR AND STARTS THE LAG REQUIRED ELECTRICAL LINE EXTENSION TO THE NEW LIFT STATION SITE AND A PERMANENT POWER APPLY TO PUMP. ALL PUMPS OPERATE UNTIL THE LIQUID LEVEL FALLS BELOW THE LOWER SET POINT. THE THE PUMP STATION, INCLUDING SECONDARY CONDUIT, DISCONNECT, WIRING, CONDUCTORS, CONNECTION, LEAD PUMP IS DEFINED BY THE ALTERNATOR RELAY W 4104 INDEXES EACH TIME THE LOWER SET INSPECTIONS, PERMITS AND TESTING. POINT IS DEACTIVATED. PUMPS ALTERNATE AS LEAD PUMPS ON EACH SUCCESSIVE CYCLE OF OPERATION. A HIGH WATER LEVEL SET POINT SERVES TO ACTIVATE VISUAL AND AUDIBLE ALARMS 6. CONTRACTOR SHALL PROVIDE OPERATION AND MAINTENANCE MANUALS FOR ALL COMPONENTS OF THE WHEN THE LIQUID LEVEL EXCEEDS THE PREDETERMINED ELEVATION. A LOW WATER LEVEL SET POINT t SEWAGE LIFT STATION. MANUALS SHALL SPECIFY MANUFACTURER'S RECOMMENDED MAINTENANCE OPERATIONS, SERVES TOVISUAL AND AUDIBLE ALARMS WHEN LIQUID LEVEL IS DRAWN BELOW THE ACTIVATENED PART LISTS, RECOMMENDED INSTALLATION, REPAIR INSTRUCTIONS, STANDARD, DIMENSIONS AND CAPACITIES, TION, WIRE DIAGRAMS, AND GENERAL SPECIFICATIONS. ALL PRESSURE PROCESS PIPING, VALVENG, ETC. SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 150 PSI. THE TEST SHALL BE CONDUCTED AFTER THE PIPE HAS BEEN INSTALLED AND THE TEST PRESSURE SHALL BE 7. FURNISH ALL INCIDENTAL MATERIALS SUCH AS BOLTS, CONNECTORS, AND LUBRICANTS AS REQUIRED FOR THE MAINTAINED FOR ONE HOUR OR SUFFICIENTLY LONG TO PERMIT INSPECTION OF THE SYSTEM. IN ADDITION, PROPER OPERATION OF THE EQUIPMENT IN A CORROSIVE ENVIRONMENT. MATERIAL SHALL CONFORM TO THE CONTRACTOR SHALL VERIFY PROPER PUMP OPERATION UNDER ANTICIPATED OPERATING CONDITIONS. CONTRACTOR INDUSTRY STANDARDS AND THE MANUFACTURER'S RECOMMENDATIONS FOR THE INTENDED SERVICE. SHALL MEASURE AND RECORD TOTAL VOLTAGE AND AMPERAGE DRAW TO VERIFY PROPER CAPACITY/HEAD/POWER PERFORMANCE. THE STATION NET WELL SHALL BE FILLED WITH WATER AND THE PUMPS OPERATED THROUGH 8. A VALVE VAULT AS INDICATED ON THE PLAN SHALL BE PROVIDED ADJACENT TO THE LIFT STATION. MUL77PLE PUMPING CYCLES WITH SMOOTH VIBRATION -FREE OPERATION CONFIRMED. PROPER OPERATION OF ALL CONTROL COMPONENTS IN CONFORMANCE KITH THE MANUFACTURER'S SPECIFICATIONS SHALL BE DEMONSTRATED. 9. FURNISH A DUPLEX, AUTOMATIC PUMP CONTROL CENTER IN A NEMA 4X, HOFFMAN STAINLESS STEEL IN ADDITION THE CONTRACTOR SHALL MONITOR THE NET WELL FLUID LEVEL DURING PUMPING TO VERIFY FLOW ENCLOSURE. PANEL TO BE DESIGNED FOR TWO PUMPS AS LISTED IN DRAWING AND SHALL BE DESIGNED AND RATES IN ACCORDANCE WITH SPECIFICATIONS. MANUFACTURED FOR SUBMERSIBLE PUMP APPLICATIONS AND SUPPLIED BY THE PUMP MANUFACTURER TO INSURE COMPATIBILITY AND PROPER PUMP PROTECTION- THE CONTROL CENTER SHALL BE DESIGNED FOR 11. INTRINSICALLY SAFE RELAYS ALL BE PROVIDED TO LIMIT ENERGY LEVELS IN THE CONTROL EQUIPMENT TO SHALL THREE PHASE: 480 VOLTS. INTRINSICALLY SAFE LEVELS. APPROPRIATE BARRIERS SHALL BE SUPPLIED AROUND THE INTRINSICALLY SAFE SEGMENT OF THE PANEL TO ISOLATE THE INTRINSICALLY SAFE AND NON -INTRINSICALLY SAFE NNWG. THE PANEL WILL BE UL 913. APPROPRIATE GROUNDING PROCEDURES AND BARRIER PLACEMENT SHALL CONFORM WITH UL STANDARD NO. 913. A UL LABEL WHICH CONFORMS TO UL NO, 913 SHALL BE APPLIED TO THE PANEL. A SELF -PROTECTING CIRCUIT BREAKER COMBINATION INTEGRATED STARTER WILL BE SUPPLIED FOR EACH 12. CONTRACTOR SHALL PROVIDE COMPLETE SHOP DRAWINGS OF PROPOSED INSTALLATIONS AND GAIN APPROVALS PUMP. THE INTEGRATED STARTER SHALL CONSIST OF A MAGNETIC CIRCUIT BREAKER WITH DOOR PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION. INTERLOCKING HANDLE; A SELF -PROTECTED MAGNE77C CONTACTOR AND A CLASS 10 TYPE ADJUSTABLE BI-METALLIC AMBIENT COMPENSATED THERMAL OVERLOAD RELAY. 13. THE INTERIOR WALLS OF 174E LIFT STATION N£TWELL INCLUDING BASE AND TOP SLAB SHALL BE T-LOCK LINED. D ALL FIELD JOINTS SHALL BE PROPERLY SEALED AND CAPABLE OF RESISTING A CORROSIVE ENIAIENT, VIRO A CONTROL POWER TRANSFORMER SHALL PROVIDE 120 VOLTS FOR THE EXTERNAL LEVEL SENSING CIRCUITS INCLUDING CONTINUOUS EXPOSURE TO HYDROGEN SULFIDE CONTRACTOR SHALL TEST THE EN77RE NETWELL TO (IF REQUIRED) AND OTHER PILOT CIRCUITRY. FUSE OR CIRCUIT BREAKER SHALL PR07ECT THE PRIMARY AND ASSURE COMPLETE SEAL AND CORROSION PROTECTION. SECONDARY OF THE CONTROL POWER TRANSFORMER. THE PANEL WILL INCORPORATE A SEPARATE MOTOR 14. ALL PIPE AND SPOOL PIECES SHALL BE EPDXY LINED DUCTILE IRON CL-52 EXCEPT AS NOTED 07HERWSE THERMAL PROTECTION CIRCUIT FOR EACH PUMP MOTOR. THE CIRCUIT SHALL BE MANUALLY RESET AFTER A STATOR THERMAL OVERLOAD BUT AUTOMA77CALLY RESET AFTER A PONER FAILURE. 15 ALL FITTINGS SHALL BE EPDXY LINED DUCTILE IRON CLASS 250. ALL CONTROL RELAY COMPONENTS SHALL BE MOUNTED ON DIN RAILS. TERMINALS SHALL BE PROVIDED FOR 16. ALL ANCHOR BOLTS AND SHIMS SHALL BE STAINLESS STEEL. ALL INCOMING AND OUTGOING CIRCUITS EXCEPT FOR MOTOR LOAD CABLES, WHICH MAY BE CONNECTED 17. ALL MISCELLANEOUS METAL MATERIALS HOOKS, BOLM ANCHOR BOLTS AND BRACKETS, ETC. SHALL BE DIRECTLY TO THE OVERLOAD RELAY TERMINALS ALL WIRES IN THE CONTROL PANEL SHALL BE COLOR CODED STAINLESS STEEL UNLESS OTHERWISE APPROVED BY THE ENGINEER. BY VOLTAGE. POWER SUPPLY WIRES SHALL BE ISOLATED FROM THE CONTROL MIRES. CONTROL WIRING IS TO BE RUN IN WIRE CHANNELS AND NOT SIMPLY TIED TOGETHER. A NAMEPLATE SHALL BE PERMANENTLY 18. MET WELL: THE WET WELL SHALL BE CONFIGURED AS SHOWN OF THE PLANS. THE PUMP STATION WET WELL - AFFIXED TO THE INSIDE OF THE CONTROL ENCLOSURE. THE NAMEPLATE SHALL HAVE A STAMPED OR SHALL CONSIST OF 96' DIAMETER REINFORCED PRECAST MANHOLE WALL OR PIPE SECTIONS, AND BASE AND ENGRAVED SERIAL NUMBER AND SHALL ALSO IDENTIFY THE MOTOR HORSEPOWER AND AMPERAGE OF THE TOP SLAB SECTIONS. ALL OPENINGS/PENETRATIONS NECESSARY FOR PUMP STATION MOUNTING SHALL BE PUMP(S). PROVIDED IN THE TOP SLAB AND WEIIVELL WALL (MIN. WW WALL THICKNESS - 9'). THESE INCLUDE OPENINGS FOR THE ACCESS HATCH, DISCHARGE LINE, CONTROL FLOATS AND ELECTRICAL RUNS. A GROUTED SLOPE WET A SELF-CONTAINED SOLID-STATE CONTROL SWITCHBOARD DEVICE TO OPERATE TWO PUMPS AND TWO ALARMS WELL BOTTOM PERIMETER SECTION SHALL BE CONSTRUCTED AS INDICATED ON THE PLANS. SHALL BE INCLUDED. THE UNIT WILL DISPLAY STATUS INFORMATION FOR PUMPS, PUMP FAULT, MODE OF OPERATION, NEXT TO START AND LEVEL ALARMS. CONTROLLER WILL PERMIT ALL ESSENTIAL OPERATING 19 ,ILL CONCRETE SHALL CONFORM TO MIN. F'C = 3,000 PSI AT 28 DAYS AND REPAR SHALL PARAMETERS TO BE ADJUSTED VIA THE FRONT KEY PAD INCLUDING SETTING LEVELS TIME DELAYS CONFORM WITH MIN. FY = 60,000 PSI. ALL MANHOLE/VAULT/NET WELL MATERIAL SHALL BE SENSITIVITIES; PUMP ALTERNATION; HAND -OFF -AUTO, • AND FAULT RESETS. THE UNIT WILL ACCEPT LEVEL CERTIFIED FOR HS20 TRAFFIC LOADING. INFORMATION FROM MULTITRODE CONDUCTANCE CONTROL (10 LEVEL SENSOR), ITT FLYGT CORPORATION 20. TESTING UPON COMPLETION OF THE SEWAGE PUMP STATION AND PRIOR TO ACCEPTANCE THE CONTRACTOR ENM-10 LIQUID LEVEL SENSORS OR ANY 4-20 MA OR 0-10 VOLT ANALOG DEVICE. INCLUDED WITH THIS SHALL, IN THE PRESENCE OF THE OWNER, TEST ALL PORTIONS OF THE SYSTEM TO DEMONSTRATE THE C DEVICE WILL BE THE FOLLOWING FUNCTIONS: FOLLOWING` * AN ELECTRONIC ALTERNATOR PROVIDING AUTOMATIC ALTERNATION OF 774E PUMPS UNDER NORMAL I. OPERATION OF ALL AUTO AND MANUAL CONTROLS INCLUDING THE ALARM SYSTEM. OPERATING CONDITIONS 2. OPERATION OF THE DUPLEX PUMPS IN THEIR AUTO AND MANUAL STAGES BOTH IN THEIR INDIVIDUAL AND ALLOWING BOTH PUMPS TO OPERATE SIMULTANEOUSLY IF THERE ARE HIGH INFLOW CONDITIONS. AND COORDINATED PHASES * WET WELL LEVEL INDICATION. 3. DEMONSTRATE THE ABILITY OF THE SYSTEM TO DISCHARGE EFFLUENT AT ITS DESIGNED MAXIMUM * IMPROVED PUMP STATION EFFICIENCY BY AUTOMATICALLY CHANGING THE PUMP START LEVELS TO SUIT CAPACITIES. THE TEST SHALL INCLUDE, BUT NOT BE LIMITED TO CHARGING THE SYSTEM WITH WATER AND DEMAND. CREATING A SITUATION TO COMPLETE CYCLING OF THE ALTERNATING PUMPS AT LEAST FIVE CYCLES. * MAXIMUM PUMP OFF TIME. IF NO PUMP HAS ACTIVATED WITHIN THE SET TIME THE LEAD PUMP WILL BE RUN. 21. IF REWIRED FOR THE INSTALLATION AND CONSTRUCTION OF THE LIFT STATION NET WELL, THE CONTRACTOR (THIS FUNCTION IS USED TO PREVENT STATIONS BECOMING SEPTIC.) OPERATOR SELECTABLE TIME INTERVAL SHALL IT SHALL BE THE SOLE RESPONSMJTY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY DEWATERHNG FROM AC7INTY. SUCH A MANNER AS TO AVOID ALL OBJECTIONABLE SETTLEMENT AND CONTROL THE RATE OF THE _ 15 MINUTES TO 10 HOURS. DEWA7ERING IN SUBSIDENCE. COMPLY WITH LOCAL CODES AND ORDINANCES OF GOVERNING AUTHORITIES WITH * MAXIMUM PUMP RUN 77ME OPERATOR SELECTED FROM 15 MINUTES TO 10 HOURS IF A PUMP RUN REGARD TO DEWATERED EXCAVATIONS. BEFORE OPERATIONS BEGIN, THE CONTRACTOR DISPOSAL OF WATER EXCEEDS THE SET PUMPED FROM EQUIPMENT AND/OR OTHER MACHINERY TO ASSURE THAT SHALL HAVE AVAILABLE ON SITE TIME IT WILL BE DEACTIVATED AND WAIT FOR THE NEXT START SIGNAL SUFFICIENT PUMPING THE OPERATION OF THE DEWATERING SYSTEM CAN BE MAINTAINED. DEWATERING SHALL BE * MAXIMUM PUMP START FREQUENCY. THE CONTROLLERS PROVIDE THE FACILITY TO SET LIMITS ON THE DONE BY SUCH METHOD AS THE CONTRACTOR MAY ELECT. DEWATERING SUFFICIENT TO MAINTAIN THE GROUND NUMBER OF PUMP WATER LEVEL AT OR BELOW THE SURFACE OF TRENCH BOTTOM, BASE OF THE BEDDING COURSE OR OTHER STARTS PER HOUR TO REDUCE THE RISK OF DAMAGE TO PUMPS. (NORMALLY THIS IS ONLY A FACTOR IN FOUNDATION SHALL BE ACCOMPLISHED PRIOR TO PLACEMENT OF THE CONCRETE. THE DEWATERING OPERATION, A STATION HOWEVER ACCOMPUSHED, SHALL BE CARRIED OUT SO THAT IT DOES NOT DESTROY OR WEAKEN THE STRENGTH WHERE ONE PUMP IS OUT OF DUTY OR WHEN CONTROLLER IS SUPPLIED FOR USE WITH NON-FLYGT PUMPS OF THE SOLID UNDER OR ALONGSIDE THE EXCAVATION. THE RESPONSIBILITY FOR CONDUCTING THE DEWATERING WHERE THE OPERATION IN A MANNER WHICH WILL PROTECT ADJACENT STRUCTURES AND FACILITIES RESTS SOLELY WITH THE NUMBER OF STARTS ARE LESS.) CONTRACTOR. THE COST OF REPAIRING ANY DAMAGE TO ADJACENT STRUCTURES AND RESTORATION OF FACILITIES B * LEVEL ALARM OVERRIDE. THE LEVEL ALARM CAN BE SET TO OVERRIDE THE MAXIMUM PUMP STARTS PER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL COSTS FOR DEWATERING, EXCAVATION AND SHORING HOUR AND THE LIFT STATION EXCAVATION SHALL BE INCLUDED IN THE BID PRICE OF THE LIFT STATION. COSTS FOR THIS MAXIMUM PUMP RUN TIMES.1 ITEM SHALL INCLUDE ALL COSTS FOR DESIGN, INSTALLATION, AND OPERATION OF WELLS, PUMPS, AND 07HER * RANDOM DUTY START DELAY. THIS FUNCTION DELAYS THE START OF THE LEAD PUMP BY A RANDOM MACHINERY AS MAY BE REQUIRED FOR DEWATERING, INCLUDING PERMIT REQUIREMENTS AND 771E CONSTRUCTION AMOUNT FROM OF ANY TEMPORARY FACILITIES REQUIRED TO DISPOSE OF WATER. ZERO TO A SELECTABLE MAXIMUM TIME. HELPS KEEP NET WELL CLEAN. + INTERRUPT DELAY. ABILITY TO SELECT A DELAY TO PREVENT ANY PUMP STARTING WITHIN A CERTAIN PERIOD OF ANOTHER PUMP STARTING OR STOPPING. USED TO PREVENT WATER HAMMER PROBLEMS. * LEAD LOCKOUT ON CONSECUTIVE STARTS. THIS FUNCTION HELPS TO DETECT FAILURE OF THE LEAD PUMP BY DETECTING REPEATED STARTS OF THE LAG PUMP. - * SINGLE OR MUL77PLE SENSOR INPUT WITH ONE SENSOR DESIGNATED AS PRIMARY AND ONE A BACK UP. * START / STOP DELAY. PROGRAMMABLE START AND STOP DELAYS FOR ALL PUMPS AND LEVEL ALARMS. * HAND -OF -AUTO (H-O-A) SELECTOR SWITCHES FOR EACH PUMP. * RUN LIGHTS. LIGHTS TO SHOW THAT A PUMP IS RUNNING, PUMP FAILURE AND HIGH WATER IN LIFT STATION SHALL BE INCLUDED IN THE STATION. * A HIGH WATER ALARM WILL BE PROVIDED. * AUXILIARY CONTACTS FOR TELEMETRY (TELEMETRY BY OTHERS). * ACCEPT FLS SENSOR INPUT PROVIDING THE SAME FUNCTIONS AS THE MINI -CAS RELAY(S). * PROVIDE AN RS 232 COMMUNICATIONS LINK. 11 1 r MMONEWOMM i MEN .WOMEN ONE MENOMME ■■iMEMMEMM tit i ENE ■ `, M..■.■■■■■ ■.".-.■■.■o 1 �W_EROMME No� MA 1 .■.■■ , r�MENEM MEN EdO....- , ENE r 1 1 yr 11 all ;11 ,r Record Drawing Certification These drawings conform to the Contractor's construction records. By: DoteY_J.� Title/position: Confirmed by City PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. el' j/231103 Approved By. Lll 4n,r � _1a4 Date Approved: VA Oj N w 0 u m w I !� 0 o .k 4G � 0 � q i e h Z Ov Of p a . � S a O Ur 3 i r11) _ �W 3 C) ~ � O I zU � J I 7 � � O U LL , — VZ � Z 0 L J 00 W F15 o� Q� I11 ct W O a c Q L Z 2 m Lei U Q V) Po ^o Y m a mo 0 0 m m o Q o� 2 w a U QOf o 4 ut W 0 Z 0 � m co o W z z � 3 0 0 w � a 5 SHEET C4.5 17 DWG INDEX 63428-LW-IR AA= ,VACX Jt641-IRAV-IXl XFAC19 9AW 041-AF-NR IF IE on IC on EIA A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. I a 3 PROV7 E 2' MINIMUM I I SSMH N7108-07 N 105031 E 1293455.55 a 0 "� w N V I C4.6. CLEARANCE BETWEEN ° ° o FUTURE FENCE POSTS AND FORCEMAIN PIPE I RIM 104.3t w y X FUTURE MH-72" a IE IN 98.96 EIM=104.2 - IE OUT 98.86 STA. 86+92.47Ww 'C' (30")=9Z15 I I CITY OF AUBURN I STREET g (BY OTHERS) ° ° v I DETAIL SEWER-05 7 \ E9339� SAW CUT LINE (TYP) \ /T / L PROPOSED SADDLEI vI_ - - - - - - - - -- 47 LF 12"0 D.I.D I / / - 1- -L - - - 1t�L E05035.00TION ° CAUTION!! -L - N I GAS CROSSING E 1293474.7 a I IE=98.67 ° I SANITARY SEWER CLEANOj.T SANITARY SEWER v ° I _T N 105033.59 1293407.56 TRENCHING PER E I CITY OF AUBURN - v PER CITY OF AUBURN DETAIL TRAFFIC-02 a a 3.13' 12.17• DETAIL SEWER-03 ° EXISTING PAVEMENT EDGE wZ I ° ° a QI I O C9 UI 0_ 4 3 31 OR ° W I O OI h WI p� a' ° ol~ ° W 3 w a a� �Iw � W Id z� I K Q U g� v al� a � � IW wU NO o cwn �' cc O �- 21 O m 2 NU � IQ- 4 I FORCEMAIN CONNECTION PLAN 1 SCALE: 1 "= 5' (H) C4.6 112 PROPOSED - FENCING IZ p I> Fes -PROPOSED 21' R.O.W. DEDICATION-jy I � O 108 PROPOSED REINFORCED I I z CONCRETE RETAINING 3 2 3 WALL IW 4.6 I 104 / 35 LF 12"0 D.I. O S=0.4% I IE = 101.49 100 CAP &MARK I I a I O v d 96 I I c �V O 1 � � a I d O o� 92 M. 30' 30' ?I W U APPROXIMATE LOCATION ti W OF JOINT* CONTRACTOR SHALL CENTER PIPE SECTION OVER EXIST. GAS MAIN. AS WELL AS OVER WATER PIPE. U G EXISTING w PROPOSED / GROUND GRADE l./ (BY OTHERS) 2 <,r Oy ®S FUTURE MH �79 yo BY OTHERS 19 LF 12"0 03,, O S-J.0 Q % 11-1/4' BEND 1 IE=101.35 I SSMH 1108-07 w RIM 104.3t PROPOSED SADDLE IE IN 98.96 TEE CONNECTION IE OUT 98.86 IE = 98.67 INSTALL GU MANHOLE BASE LINER OR APPROVED EQUAL EX. 20"0 D.I.P. FORCEMA IE = 97.96 CAUTION!! FUTURE CONNECTION CONTRACTOR SHALL HAND- (BY OTHERS) EXCAVATE IN PROXIMITY OF IE = 98.8t 8" HIGH PRESSURE GAS MAIN. FIELD VERIFY DEPTH OF MAIN PRIOR TO CONSTRUCTION. A PSE REPRESENTATIVE MUST BE PRESENT DURING THIS WORK. :n 0+00 0+25 0+50 0+75 0+90 FORCEMAIN CONNECTION PROFILE 2 SCALE: 1 "=5' (H), 1 "= 2' (V) C4.6 u 0 2 3 4 5 N I SCALE 5 0 2.5 5 10 ( FEET ) 1 INCH = 5 FT (H) PROPOSED RETAINING WALL cGa .I GALVANIZED AND I ASPHALT COATED CONCRETE ANCHOR & Lj STRAP I I PROPOSED TOE 96.82 GRADE (ATB) Z 8"0 D.I. � FORCE MAIN I I PROPOSED WALL e FOOTING 4.0' 787' I 12"0 SANITARY - SEWER CLEANOUT, PER AUBURN DETAIL SEWER-03. 8 X 12 COUPLING 90' BEND - RESTRAINED JOINT (TYP) CONC. -THRUST BLOCK 6"MIN. 5.0' MIN. 12"0 GRAVITY D.I. O S-0.4% = 101.49 8" SPOOL NOTE: J+: FLE)"AFT MOM PS-400, TYPE E' PENETRATION SEAL, OR APPROVED EQUAL I NO DUCTILE IRON SANITARY SEWER PIPE SHALL BE "SEWER -SAFE" EPDXY LINED 'PROTECTO 401" BY US PIPE OR EQUAL. CUTTING THE EPDXY -LINED PIPE IN THE FIELD SHALL FOLLOW MANUFACTURERS RECOMMENDATIONS. I FORCEMAIN CONNECTION DETAIL (3� SCALE: N.T.S. C4.6 Record Drawing Certification These drawings conform to the Contractor's construction records. By ge�� a /� Date/Al Title/position: PL•S, Confirmed by City Date PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. n Cp -5 Date Approved By /�/ - +{�-( Date Approved: -frl2' n 7 1 n m I m N Yy 0. G s m R d r; 88 ' O o � N O O 3 u) WL-j Z Q wJ I Z C) � O O Ui--�LLJ LL N O LU O a0 Uj W Z � O � a m Q V v LO II � J v o a a � P O O > > U 0 m ° o w ~ 0 Wao U Q a Q � o a o � m a m s w o SHEET C4.6 750 DWG INDE xm n xavlg 8JII28-knd-I 1fAL1N xkcy ACn xkx J041-IRAN-D 8J7128-knd-w .IQ441-xre/-, feTryd A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. b r--� 70 01 0REMOVE EXISTING 6' CAP, THRUST BLOCK 1 - 12' X 8' TEE (FL X MJ) Q 1 - TEMPORARY BLOW OFF 't V AND TEMPORARY BLOW OFF. CONNECT TO 1 - 12: ADAPTER (FL X MJ) 1 - CONCRETE THRUST BLOCKING NI EXISTING WATER LINE W/ 8' SLEEVE 01 - 12BUTTERFLY VALVE (FL X MJ) b 1 - CONCRETE THRUST BLOCKING Q 1 - 8- 90- BEND (MJ X MJ) ' b 1 - CONCRETE THRUST BLOCKING 81 NOTES T R O CONNECT TO 6" WATER ME1AND 1 - 8' X 6' TEE (NJ X FL) 1 V F 1 - 6' DOUBLE CHECK VALVE ASSEMBLY 1 - 6' GATE VALVE (FL X MJ) ©5 1 - 12. 22 1/2- BEND (MJ X MJ) ' 01 DUE TO GRAPHIC LUTA77ONS OF 12 1 - 8' MJ PLUG 1 - CONCRETE THRUST BLOCKING x DRAWING SCALE, SOME BUILDING O3 1 - 6' STAKE APPROVED BACK FLOW 1 -FlRE HYDRANT ASSEMBLY � N SERVICE LOCATIONS ARE PREVENTER. PER CITY OF AUBURN 2 - CONCRETE THRUST BLOCKING 1 APPROXIMATE. CONTRACTOR SHALL j STAKE AND COORDINATE 774E DETAIL - 05A, B 13 1 - 12• X 8' TEE (MJ X MJ) ' I LOCA77ONS OF UTILITY SERVICES 1 - 12' X 6' TEE (MJ X FL) O 1 - CONCRETE THRUST BLOCKING 1 WITH THE MECHANICAL PLANS. 1 - 6' GATE VALVE (FL X MJ) APPROXIMATE LOCATIONS OF O 1 - FIRE HYDRANT ASSEMBLY 14 1 - 6- 90- BEND (Aid X MJ) ' UPPITY SERVICES ARE SHOWN BY 1 - CONCRETE 'THRUST BLOCKING 1 - CONCRETE THRUST BLOCKING LEGEND NORTHINGS AND EAS77NGS OR PLAN STATIONING. WHERE O 7 — 72' 90' BEND US X MJ)OC all — 6' CR BEND THRUST X LO _ _ _ _ x STATIONING IS USED, STATION 1 —CONCRETE THRUST BLOCKING 1 —CONCRETE THRUST BLOCKING — DOMESTIC WATER / SCALE .INDICATED IS RELATIVE TO THE FIRE WATER 80 0 40 80 160 NEXT DOWNSTREAM CATCH BASIN 7 — 12' X TT TEE (FL X MJ) 1 - 6- X 4' TEE (MJ X FL) xl OR MANHOLE. O8 1 - 12• BUTTERFLY VALVE (FL X MJ) 16 1 - 4' GATE VALVE (FL X MKI x / 1 - 12' ADAPTER (FL X MJ) 1 -CONCRETE THRUST BLOCKING ( FEET) 1 - CONCRETE THRUST BLOCKING 1 INCH = 80 FT f7 1 - 6' GATE VALVE (MJ X MJ) NOTE., 1 - 12' TEE (FLER X FL) FIRE HYDRANT ASSEMBLY 2 - 12' BUTTERFLY VALVES FL X MJ 1 - TEMPORARY MJ PLUG O7 ( ) O _ AND GUARD POSTS PER CITY F 1 - 12• BLIND FLANGE 18 1 - CONCRETE THRUST LOCKING OF AUBURN DETAIL WATER - % - 2 - CONCRETE THRUST BLOCKING 07, B. 1 - 12. 22 1/2- BEND (MJ X MJ) 1 - 8' MJ PLUG TEMPORARY BLOW OFF PER O 1 - CONCRETE THRUST BLOCKING 19 1 - TEMPORARY BLOW OFF CITY OF AUBURN DETAIL /�' / 417, I 1 - CONCRETE THRUST BLOCKING WATER - 04. O1 - 12' 45- BEND (MJ X MJ) CONC. THRUST BLOCKING PER 9 20 SEE SHEET C5.f0 FOR PROPOSED , 7 -CONCRETE THRUST BLOCKING O OFFSITE WATER CITY OF AUBURN DETAIL I- f O10 1 - AIR RELIEF VALVE PER CTY OF WATER - 01. �',/ i j i I0 AUBURN STANDARD DETAIL W47ER-02 21 f - 6' CR BEND THRUST X MJ)LO ,� PUMP 1 -CONCRETE THRUST BLOCKING � '' � j� Ar 22 I - 6' MJ PLUG 7 - TEMPORARY BLOW OFF 1 - CONCRETE THRUST BLOCKING N 1-1 14 22 E 12= PROPOSED R.O.W. i i I } E�200 17 1 n 21 VALVE ASSEMBL 14 �? I — — ' E 11ra11111ma d 1 717771771717717777117171-77 r _ N f053N0.p , 3' MIN. �IIOL� 6� W E 1 #1 - =-, EXISTING R.O. 78' MIN. OM IRA, W. a / [ ® 116ee. M L -I 5' MIN. I— 2' 20 N 1 L/ 9 i FlRE- _ -_ _ - L WATER MAIN CLEARANCE 1 DETAIL 2 s SCALE: N.T.S. C5.1 SCALE: N.T.S. C5.1 -� , / x E 12M 4a 13 �2 � N I �I.a2 N /031J1.36 27 E 1283/31.94 E 1292737.M 27 CAUTION!! HIGH N toss77.77 n PRESSURE GAS MAIN c B ,I 1STAVEN.{i I 1 s . MATCH LINE SEE SHEET C5.2 4 REFRIGERATED WAREHOUSE I I SEE DETAIL C5.1 2 MANUAL DRAIN VALVE 1" QUICK COUPLING VALVE 2" DOUBLE CHECK VALVE A 2" BALL VALVE 2" IRRIGATION METER KEY MAP Record Drawing Certification These drawings conform to the Contractor's construction records. S` == �PEI/iSEG SNE� r" By /2-43/03 Date:— Title/position: Confirmed by City Date:_ PROJECT REF: FACOJ-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. CI %61/0J Approved By. -s2& Date ADDroved: 112-JI103 n m m I pN .kR O a' o mm G� 'v ggp� o i 2 O Q 3 3 `" U z� J J t1 �, ZO U � L z J ZO �JIM W LL Z W �O ja Q O =II m U QV) W`a Y6 _" P a � n 0 O O O N 0 U a m °1 w ~ o 0 w a p V Q [1 W 0 h m O a m �- m T o m C � z z W 0 0 5 0 SHEET C5.1 1750 T:cyr.NT: AN-r f- K: x No RN N kv WF — — 102 1c °m I SCALE 80 0 40 80 160 ( FEET ) 1 INCH = 80 FT NOTES: DUE TO GRAPHIC LIMITATIONS OF DRAWING SCALE, SOME BUILDING SERVICE LOCATONS ARE APPROXIMATE. CONTRACTOR SHALL STAKE AND COORDINATE THE LOCATIONS OF UTILITY SERVICES WITH THE MECHANICAL PLANS. E APPROXIMATE LOCATIONS OF UTILITY SERVICES ARE SHOWN BY NORTHINGS AND EAS77NGS OR PLAN STATIONING. WHERE STA770NING IS USED, STATION INDICATED IS RELATIVE TO THE NEXT DOWNSTREAM CATCH BASIN OR MANHOLE. ALL FIRE SPRINKLER SERVICE LINES INTO BUILDING WILL REQUIRE GATE VALVE AND WALL MOUNTED INDICATOR VALVE. BOOSTER PUMP STA77ONS IN NE do SW CORNER OF SITE SHALL HAVE WALL MOUNTED FIRE DEPARTMENT CONNECTIONS. SEE MECHANICAL PLANS. ■o Ic MANUAL DRAIN VALVE 1" QUICK COUPLING VALVE 2" DOUBLE CHECK VALVE- 2" BALL VALVE 1 1/2- IRRIGATION METER TO CONSTRUCTION B SEE DETAIL CC5 L TAPPING n TEE & a r DOUBLE CHECK VALVE _. A� O1 1 - 12- a0' BEND (MJ x MJ) -CONCRETE THRUST B. O1 1 1 - 12- X 6- TEE (MJ X FL) - 6- GATE VALVE (FL X MJ) - FIRE HYDRANT ASSEMBLY 1 - CONCRETE THRUST BLOCKING O1 J 1 - 12-XBTEE(FLXUJ) - 12- PTV (FL X MJ) 1 - 12- ADAPTER (FL X MJ) 1 - CONCRETE THRUST BLOCKING O1 - 12- X 120 TEE (MJ X A/J) 1 - CONCRETE THRUST BLOWEIC O3 1 1 - 8 MJ PLUG - TEMPORARY BLOW OFF 1 - CONCRETE BLOC IM O JJST BCONCRETETHRU 1 - TFIfR/STXBLOCIING PUMP HOUSE— j.-►:: j. Ma DETAIL 1 1 SCALE: N.T.S. C5.2 TRUCK - SHOP u .& A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. MATCH LINE SEE SHEET C5.1 1 - 12- X 6- TEE (FL X FL) iJ 1 - r TAPPING TEE WTH TAPPING 1 - 12- PTV (FL X MJ) GATE VALVE O 1 - FIRE GATE VALVE X FIRE HYDRANT ASSSSEMBLYLY 1 - 3' DOMESTIC METER PER CITY OF 1 - 1 - 12- ADAPTER (F1 X MJ) 14 AUBURNDETAIL WINTER - 17 1 - CONCRETE THRUST BLOCKING 1 - J- X 4- REDUCER (MJ X MJ) 1 - 30 DOUBLE CHECK VALVE ASSUALY 1 - fr X 8 CROSS (MJ X MJ) O 1 - 120 SPOOL 1 - 4- X 4- TEE (MJ X FL) 1 - 12- N+IY (MJ X MJ) 15 1 - 4- GATE VALVE (FL X MJ) 1 - CONCRETE THRUST BLOCKING 1 - FIRE HYDRANT ASSEMBLY 1 - 8- X 6- TEE (MJ X FL) 1 - 4. 90• BEND X MJ) O9 1 - 6- GATE VALVE (FL X MJ) 16 2- CONCRETE THRUST BLOCKIM 1 - 8 MJ PLUG 1 - 40 MJ PLUG 2 - CONCRETE THRUST BLOCKING 1 -TEMPORARY Blow OFF 7 / 17 I 1 - 4- TEE (FL X FL) C5:11 f0 1 - 20 COPPER SERVICE 2 - 4- GATE VALVE (X 3- REDUCER � FL) / 0 1 - BLIND FLANGE 26 1 - 10- REDUCED PRESSLWE BACK FLOW 1 - ADAPTER (MJ X FL) �_\ N I045o7 0 3 ASSEhWY PER CITY OF AUBURN 1 - CONCRETE THRUST BLOCKING c /2` J 92re5H, 43 11 STANOARDS 2 - 12- X 10- REDUCER (MJ x FL) 81 - 12- X 8 REDUCER (MJ X MJ) 1 - 120 SPOOL I Miot487 12 1 - r 90' BEND (MJ X MJ) 1 iEl2>26 . 1 - CONCRETE THRUST BLOCKING fa 1 - 30 MJ PLUG 1 - TEMPORARYBLOW OFF I / • 'mil ® t - it BBUUTT(MJ�i r VALVE (FL x MJ) I C5.11 _ I 1 - CONCRETE THRUST BLOCKING Uj UW (rU 0 PRESSURI HIGH PE GAS MAIN 985.a� Io39u'1.-- ®. E II 020 Iz�zlx..ag REFRIGERATED WAREHOUSE I /03909.33 Nr d'J_.(-.3' e �291y6%.Z3 26 r� 928775526 30 r; • --- �.€sdlCi9t .�rr•P'I�fiRd i Ye9we,aYpf rpinll N1C39. , \ 10 C5.1 28 1 4 1 26 12 N toxata6 C5.11 a E I of \ 11 1' MATCH LINE SEE SHEET C5.3 2O 1 - rca+aRETE THRUSTXBLKkIKING O BLOW OFF TEMPORARY ) NOTE, - © 1 - 12- TAPPING TEE W/ TAPPING 1 - CONCRETE THRUST BACKING FIRE HYDRANT ASSEMBLY WITH GTE VALVE O GUARD POSTS PER 1 - 4. 90' BEND (MJ X MJ) CITY OF AUBURN DETAIL t - 40 MJ PLUG 1 - CONCRETE THRUST BLOCKING WATER - 07, 8. 2J I - TEMPORARY BLOW OFF CONCRETE THRUST BLOCKING1 -_ 40 PLUGTEMPORARY BLOW OFF PER 24 1 - s/B- COPPER SERVICE Jt 1 - 4- a0' BENDY �X�) CITY AUBURN04,DETAIL 1 - CONCRETE THRUST BLOCKING CONCRETE THRUST BLOCKING O1 - 12- X 8- TEE X FL) I - 6- X 4- TEE (FL X FL) PER CITY OF AUBURN DETAIL I - 8 GTE VALVES (FL X NJ) 2- 6- X 4• REDUCERS (FL X FL) WATER - 01. I - CONCRETE PIRUST BLoaKING O 2 - 4- GTE VALVES (FL X MJ) I - 6- ADAPTER (FL X MJ) O11 - 1r 4s eErro x olxerc 1- CONCRETE THRUST BLOCKING LEGEND - coNcaETE r a< (NJ © 1 - 12- PIV (MJ X MJ) 1 - 8-•GTE VALVES (FL X �) 1 - 8 45' 80 ((MJ X MJ) — — — — —DOMESTIC WATER 1 - CONCRETE THRUST BLOCKING OJ4 1 - CONCRETE TFIRl/ST BULKING FIRE WATER 1 - 8 MJ PLUG O I - 7VAIPGRARY BLDW OFF 1 - CL WXf7 THRUST BLOCKING KEY MAP REVISED Record Drawing Certification These drawings conform to the Contr�cfor's construction records. By. G �cS Dater Title/position: Confirmed by City DoteAfe PROJECT REF: FACOJ-0011 These plans are approved for cor, formance with the City of Auburn"s Enr.-'neering Division requirements. 61 IL-0-e7 Approved By. /.J((�� I.......—, - .14U Date Approved: l �23,OJ 7 a 0. 0 ,� G R gggg i^ � 3 3 I wU IL � I zo 3 t`T Q U z Uoz ZC) --j � N � m LL d ao �o� W z Cr Q co co II � ,F ♦ e i P n q Y a a P U o O N n mm 0 0 0 r a a � o 2 N N C' m} m 'k W 3 � V1 G N W M SHEET C5.2 )766- im-AFT-N1 A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. O REMOVE EXISTING 6' CAP, THRUST BLOCK AND TEARY BLOW OFF. CONNECT M EX ING WATER LANE W/ a' SLEEVE 1-60 DOUBLE CHECK VALVE ASSEMBLY NOTES: O2 CONNECT TO 60 WATER AATER AND INSTALL E 1 — 6• DOUBLE CHECK VALVE ASSEA/BLY DUE TO GRAPHIC LIMITATIONS OF DRAWING SCALE, SOME BUILDING J 1 — 6 STATE APPROVED BACK FLOW SERVICE LOCATIONS ARE PRE'VENN TER. CITY OF AUBURN APPROXIMATE. CONTRACTOR SHALL DETAIL — � B STAKE AND COORDINATE THE LOCATIONS OF UTILITY SERVICES 1 - 12• X 6o TEE (MJ X FL) WITH THE MECHANICAL PLANS. I - 6• GATE VALVE (FL X MJ) 1 - FIRE HYDRANT ASSEMBLY APPROXIMATE LOCATIONS OF 1 _ATE SST BLOCKING UTILITY SERVICES ARE SHOWN BY NORTHINGS AND EASTINGS OR PLAN 1 - 12• W am (MJ X MJ) STATIONING. WHERE STATIONING IS 5 O I _ CONCRETE THRUST BLOCKING USED, STATION INDICATED IS SCALE RELATIVE TO THE NEXT 6 O 1 - 12• PIV (MJ X MJ) 80 0 40 80 160 DOWNSTREAM CATCH BASIN OR MANHOLE. 1 - 12• TEE (FL X FL) ( FEET) ALL FIRE SPRINKLER SERVICE LINES Oj 2 - 12• FINS (FL X MJ) 1 INCH = 80 FT INTO BUILDING WILL REQUIRE GATE 1 - 120 BLIND FLING VALVE AND WALL MOUNTED 2- CONCRETE THRUST BLOCKING INDICATOR VALVE. 1 - _ Z2 X AN) BEND (FIMUST E BOOSTER PUMP STATIONS IN NE & 01 - CONCRETE' T BLOCKING SW CORNER OF SITE SHALL HAVE WALL MOUNTED FIRE DEPARTMENT I - 12. 45- BEND (MJ X MJ) CONNECTIONS. SEE MECHANICAL O 1 - CONCRETE THRUST BLOCKING PLANS. f0 I - AIR RELIEF VALVE PER CITY OF AUBURN STANDARD DETAIL WATER-02 on IC on EIA N 3' I II ta• MIN. —i 3' MIN. 1— 87 FIRE WATER MAIN CLEARANCE SCALE: N.T.S. C5.1 1 ST_AVE N. �r91= DETAIL ( Z SCALE: N.T.S. C5.1 Oti 1-12' X6•TEE(FL X1 1 — a• GATE VALVE (FL X MJ) 1 — CONCRETE THRUST BLOCKING 1 - tY X 6• TEE (FL X FL) 1 - 6• GATE VALVE (FL X MJ) 1 - 12• PIV (FL X Au) 12 1 - 12• ADAPTER (FL X Aw) 1 - FIRE HYDRANT ASSEMBLY 1 - CONCRETE THRUST BLOCKING iJ 1 - TEMPORARY BLOW OFF 1 - CONCRETE THRUST BLOCKING I - 60 so, BEND NJ X AN) 14 1 - CONCRETE THRUST BLOCKING - 6. 45' BEND (MJ X MJ) O1 13 1 - CONCRETE THRUST BLOCKING 1 - 6• X 4• TEE (NJ X FL) 16 1 - 4• GATE VALVE (FL X MJ) 1 - CONCRETE THRUST BLOCKING 17 1 - a• GATE VALVE (MJ X MJ) fa 1 - 1 - 40 MJ PLUG TDIP'ORARY BLOW OFF 1 - CONCRETE THRUST BLOCKING 1 - B' MJ PLUG is 1 - 78 POWY BLOW OFF 1 - CONCRETE THIMUST BLOCKING O SEE SHEET C5.10 FOR PROPOSED OFFWTE WATER - a• MJ PLUG O1 1 - TEMPORARY BLOW OFF I - CONCRETE THRUST BLOCKING — --rr. I Y IY� g t2 C5.11 �tt I 1lt \ MATCH LINE SEE SHEET C5.2 5 i I �I LEGEND / - — — — - DOMESTIC WATER FARE WATER NOTE., j FIFE HYDRANT ASSEMBLY AND GUARD P067S PER CITY / OF AUBURN DETAIL WATER 07, d i i 1 , 1 TET0PORARY BLOW OFF PER CITY OF AUBURN DETAIL WATER - 04, / CONC. THRUST BLOCKING PER CITY OF AUBURN DETAIL WATER - Of. / 35400 GA. j= FIRE PIB P Nt OTHERS BY OTHERS 14 1 17 14 L ° _.. 14 y 7 5 E 1M1A1E4.41 N iCllS7iY N 100470 .-t-tee E 10 µ 15 Iri54: 1. f 14 CAU71ION11 HIGH I Z927 4 Z9 PRESSURE GAS MAIN REFRIGERATED WAREHOUSE F It SEE DETAIL C5.2 1 MANUAL DRAIN VALVE 1" QUICK COUPLING VALVE 2" DOUBLE CHECK VALVE 2" BALL VALVE 2" IRRIGATION METER I4 / C5.11 KEY MAP REVISED Record Drawing Certification These drawings conform to the Contractor's construction records. 4 By. CDate/ Title/position: PL,S, Confirmed by City Date PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. /� Gf /)is-ta-os Approved By. 0-11 w S..N'.Cp Date Approved: /LJzj/Po 1 1 0 40 oR 8 o° g33 . 77 c� � ^ O 3 w I U Z J � I ZO 3 � Q o J U Z (jO �00 n � x � z W O j a ca Q O 00 _II �w m J V) °O : � s P r r^ 'S o a � Y N m 0 Nc ca 0 a 0 = QCr o a Cr 2 0 � � N m o w z Co z o w m o U 3 0 o � S SHEET C5.1 3 17f0 1 MW 1837118-Imd-W f N xkcvx X&M O rl ffl 3MI-IRAN-CE01 F — 837128-Ind-W2 ' lev"M SCALE 80 0 40 80 160 ( FEET) I INCH = 80 FT NOTES DUE TO GRAPHIC LIMITATIONS OF DRAWING SCALE, SOME BUILDING SERVICE LOCATIONS ARE APPROXMATE. CONTRACTOR SHALL STAKE AND COORDINATE THE LOCATIONS OF UTILITY SERVICES WITH THE MECHANICAL PLANS. E APPROXIMATE LOCATIONS OF UTILITY SERVICES ARE SHOWN BY NORTHMGS AND EASTINGS OR PLAN STATIONING. WHERE STATIONING IS USED, STATION INDICATED IS RELATIVE TO THE NEXT DOWNSTREAM CATCH BASIN OR MANHOLE. N MANUAL DRAIN VALVE- 1" QUICK COUPLING VALVE 2" DOUBLE CHECK VALVE- 2" BALL VALVE I 1/2" IRRIGATION METER - CONTRACTOR SHALL VERIFY — LOCATION OF EXISTING WATER MAIN IN PACIFIC AVENUE PRIOR TO CONSTRUCTION e 1 SEE DETAL - 11" 90• BEND (MJ X MJ) O1 1 - CONCRETE THRUST BLOCKING 1 - 12- X 8- TEE (A1J X FL) O1 - 6' GATE VALVE (FL X MJ) 1 - FIRE HYDRANT ASSEMBLY 1 - CONCRETE THRUST BLOCKING - 12- X 8' TEE (FL X MJ) O1 3 1 - 12' BUTTERFLY VALVE (FL X MJ) I - 12" ADAPTER (FL X MJ) I - CONCRETE THRUST BLOCKING O1 - 12- X 12- TEE (MJ X MJ) 1 - CONCRETE THRUST BLOCKING O 1 1 - 6' MJ PLUG - TEMPORARY BLOW OFF 1 - CONCRETE THRUST BLOCKING O1 - 8' 90- BEND (MJ X MJ) 1 - CONCRETE THRUST BLOCKING r °-- NI r - 9 E 1YM9Y4. w I C,� C � I 1 j - E 121 � N 10 C C 1 � � 121 >b � s— fi Imo{ 24 . "9 IN I E 1291 3 IF -El TRUCK 46 SHOP -- I ik-j W PIMP mom� 1MK�I1°T7 I Bt�ousE _ r DOUKE CHECK VAL w ASSEMBLY- MEi IRR. TER METER 3- W�/TITER 12' NEATER i 1 � —12- WATER 2 R y. TAPPING REDUCER'S R, GATE W. VALVE R. . W. DETAIL 1 1 SCALE. N.T.S. C$,Q 91 A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. MATCH LINE SEE SHEET C5.1 1 — 12' X 6' TEE (FL X FL) 13 1 — 3- TAPPING TEE WITH TAPPING t - -- 01 — 12' BUTTERFLY VALVE (FL X MJ) GATE VALVE 1 - 6- GATE VALVE (FL X MJ) 1 - FIRE HYDRANT ASSEMBLY 14 1 - 3' DOMESTIC METER PER CITY OF 1 - 12' ADAPTER (FL X MJ) AUBURN DETAIL WATER - 17 1 - CONCRETE THRUST BLOCKING 1 - 3' X 4" REDUCER (MJ X MJ) O8 1 - 3' DOUBLE CHECK VALVE ASSEMBLY 1 - 12' X 8' CROSS (MJ X MJ) I - 12" SPOOL 1 - 4' X 4' TEE (MJ X FL) 1 — 12" BUTTERFLY VALVE (MJ X MJ).. 15 1 — 4' GATE VALVE (FL X MJ) 1 — CONCRETE THRUST BLOCKING O9 1 —FlRE HYDRANT ASSEMBLY 1 — 8- X 6- TEE (MJ X FL) 1 — 4' 90- BEND (MJ X MJ) 1 — 8' GATE VALVE (FL X MJ) 16 2 - CONCRETE THRUST BLOCKING 1 - 8' MJ PLUG 1 - 4' MJ PLUG 2 - CONCRETE THRUST BLOCKING 1 - TEMPORARY BLOW OFF 17 1 - 4- TEE (FL X FL) f0 1 - 2' COPPER SERVICE 2 - 4' GATE VALVE (FL X FL) 1 - 4- X 3' REDUCER (FL X MJ) 1 - BLIND FLANGE 11 1 - 10' REDUCED PRESSURE BACK FLOW 1 - ADAPTER (MJ X FL) ASSEMBLY PER CITY OF AUBURN 1 - CONCRETE THRUST BLOCKING STANDARDS. 2 - 12" X 10' REDUCER (MJ x FL) 18 I - 12' X 8- REDUCER (MJ X MJ) 12 1 - r 90' BEND (MJ X MJ) 1 - 12' SPOOL 1 - CONCRETE THRUST BLOCKING - 1 y 1 - 3' MJ PLUG 1 - TEMPORARY BLOW OFF 1 - 12" TEE (MJ X FL) 1 - 12' BUTTERFLY VALVE (FL X MJ) - 1 - CONCRETE THRUST BLOCKING i -VISt-L) ie-1123105 caunoNl. HIGH- f7 PRESSURE GAS MAIN [[ E IY9YS3GM 9 _ . I i1r115e - E 9 s { N iG1�A I. w "a U LLl LLl cy U 4 {. s c8 w4- } F_ r H _ . w -_o E REFRIGERATED WAREHOUSE MATCH LINE SEE SHEET C5.3 21 1 - 3- 45- BEND (MJ X MJ) 1 - r MJ PLUG NOTE 1 - CONCRETE THRUST BLOCKING 28 1 - TEMPORARY BLOW OFF 1 - CONCRETE THRUST BLOCKING FIRE HYDRANT ASSEMBLY WITH Q1 - 12' TAPPING TEE W/ TAPPING 1 - 8' MJ PLUG GUARD POSTS PER GATE VALVE 29 I - TEMPORARY BLOW OFF CITY OF AUBURN DETAIL 1 - 4' MJ PLUG 1 - CONCRETE THRUST BLOCKING WATER - 07, B. 2J 1 - TEMPORARY BLOW OFF 1 - 4- 90- BEND (MJ X MJ) TEMPORARY BLOW OFF PER 1 - CONCRETE THRUST BLOCKING O I - CONCRETE THRUST BLOCKING CITY OF AUBURN DETAIL 24 1 - 5/8' COPPER SERVICE 1 - 4' MJ PLUG WATER - 04. 31 1 - TEMPORARY BLOW OFF CONCRETE THRUST BLOCKING 25 1 - 12' X 8" TEE (MJ X MJ) 1 - 4- 90- BEND (MJ X MJ) PER CRY OF AUBURN DETAIL 1 - CONCRETE THRUST BLOCKING 1 - CONCRETE THRUST BLOCKING WATER - Of. 1 - 12- X 6- TEE (FL X MJ) 32 1 - 6' X 4' TEE (FL X FL) I - 12' BUTTERFLY VALVE (FL X MJ) 2- 6' X 4- REDUCERS (FL X FL) LEGEND 26 1 - 12" ADAPTER (FL X MJ) 2 - 4' GATE VALVES (FL X MJ) 1 - CONCRETE THRUST BLOCKING 1 - 1- ADAPTER (FL X MJ) CONCRETE THRUST BLOOONG — — — — — DOMESTIC WATER ©1 2 - 12- X 6- TEE (MJ X MJ) FIRE WATER 1 - CONCRETE THRUST BLOCKING 1 - 12- 22 1/2• BEND (MJ X MJ) O 1 - CONCRETE THRUST BLOCKING O1 - 12' 45' BEND (MJ X MJ) 1 - CONCRETE THRUST BLOCKING 4 f 6 4) 0 KEY MAP Record Drawing Certification These drawings conform to the Contractor's construction records. SEE RE✓/SE0 SHEET By. �I°/'RO✓E0 1Z1e3103 Date: Title/position: Confirmed by City -Date: - PROJECT REF.- FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. GP 91rl13/0 Approved By. 04��_ , Date Approved., Zfyfo S m -tk o d ti 0. G 0 G G m m C R y� u 0 pp a 2 � � 3 3 � U Z lQi J LU Z O U � z ZD j Q co c 00 Uj (1)Q w Z o a j CQ Q O 00 I I � U Q (n �g p'o i o Q P � O 0 ry U O mm o ti w 0 w a o Q a csi s 0 2 Q C Co > m ca ti � 0 3 w m 5 0 0 0 SHEET C5.2 DWG INDEX: Z" nood 837128-Imd-00 (ABBE AMOK XWA xka5Oi 39T41-INAN-0E0 837I28-kmd-wd W-xA-yO Imgkak" A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. 1 - 12' X 8' TEE (FL X MJ) (D 1 - 12" BUTTERFLY VALVE X MJ) 1 - 12' ADAPTER (FL X Md 1 - CONCRETE THRUST BLOCKING F O1 - 12' X 8' TEE (MJ X MJ) 1 - CONCRETE THRUST BLOCKING - 2 PLUG O1 3 1 -CONCRETE THRUST BLOCKING 1 - TEMPORARY BLOW OFF 1 - 12' X 6' TEE (FL X FL) 04 I - 1 - 6' CATE VALVE (FL X MJ) 12' BUTTERFLY VALVE (FL X MJ) 1 - 12" ADAPTER (FL X MJ) 1 - FIRE HYDRANT ASSEMBLY 1 - CONCRETE THRUST BLOCKING - 12' 90' BEND (MJ X MJ) O1 1 - CONCRETE THRUST BLOCKING 1 - 8' X 6' TEE (MJ X FL) O I - 6' GATE VALVE (FL X MJ) 1 - 8' MJ PLUG i 1 - RRE HYDRANT ASSEMBLY 2 - CONCRETE THRUST BLOCKING E 1 - 12' TEE (FL X MJ) - 12' BUTTERFLY VALVE (FL X MJ) O1 1 - 12' X 8' REDUCER (FL X MJ) NOTE I - CONCRETE THRUST BLOCKING FIRE HYDRANT ASSEMBLY AND O I - 2 COPPER SERVICE GUARD POSTS PER 1 - 8' MJ PLUG CITY OF AUBURN DETAIL O I - CONCRETE THRUST BLOCKING i WATER - 07, 8. 1 - TEMPROARY BLOW OFF i TEMPORARY BLOW OFF PER I - 120 X 6' TEE (MJ X FL) CITY OF AUBURN DETAIL 10 1 - 6' GATE VALVE (FL X MJ) WATER - 04' 1 - FIRE HYDRANT ASSEMBLY CONC. THRUST BLOCKING PER I - CONCRETE THRUST BLOCKING CITY OF AUBURN DETAIL !! WATER - 01. 11 1 - CONCRETE THRUST BLOCKING I I El EIA LEGEND DOMESTIC WATER FIRE WATER 0 MATCH LINE SEE SHEET C5.2 j 1 t- i - —1 11 i �t+ II i jra*i -t I.y.! Y O 12922 r,. 1 1 I I I I! i i r'Iln i E 1292179.4.1 iy oil y NOTES DUE TO GRAPHIC LIMITATIONS OF DRAWING SCALE, SOME BUILDING SERVICE LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL STAKE AND COORDINATE THE LOCATIONS OF UTILITY SERVICES WITH THE MECHANICAL PLANS. APPROXIMATE LOCATIONS OF UTILITY SERVICES ARE SHOWN BY NORTHINGS AND EASTINGS OR PUN STATIONING. WHERE STATIONING IS USED, STATION INDICATED IS RELATIVE TO THE NEXT DOWNSTREAM CATCH BASIN OR MANHOLE. /fVil GROCERY WAREHOUSE fI i; i 9 E 1 4 3 M ARK AS FIRELANE IN FIELD. I / A WITH NO PARKING NOTED EITHER WITH SIGNS OR PAINTED ON SURFACE COORDINATE THIS WORK Y / WITH THE CITY OF AUBURN INSPECTOR. "�,,' ��/, 3 FUTURE EXPANSION ' i - N�lr, f AREA �l �1 �A i I �rD i 1 i aN II E 1292246.74 a - � I UO Ililllil'!� ! MANUAL DRAIN VALVE 1" QUICK COUPLING VALA 2" DOUBLE CHECK VALVE 2" BALL VALVE RELOCATED 4" METER — — — — ---- Z L_ RELOCATED 4' METER (FIELD VERIFY LOCATION) REDUCER 1 ai �1 i --_—_ ;I ! EXISTING 12' WATER MAIN DETAIL 1 SCALE: N.T.S. C5.3 N i SCALE 80 0 40 80 160 ( FEET ) 1 INCH = 80 FT SEE SHEETS CA4 THR0004 C110 FOR raurw� 0FMM 000 AWAIM METER SEE OWWOAMW PLANS 12- WA7M MAW _J SEE DETAIL C5.3 I I KEY MAP Record Drawing Certification These drawings conform to the Contractors construction records. SEE /Et ✓..`c,, 0, 7- By AiFRo✓c [S /</z3 /03 Date: Title/position: Confirmed by City Date: PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. ^ GPe/J1/23/03 Approved By. T /�� S r:A Date Approved., ',/19�eF Z n0 N U a mh ,a C C � q C� mm o 0 u n v kO g 0 � 3 3 1 z� J P ZO � � Q � U U- z Q OJ LL 2 0 j a Q 0 00 I I r a coil 1• a P o Yf n �mh a o Q p Y 0 m o w 0 w a o N ej ¢ a W 0 N 2 0 W a i m m W m p 3 w ti cn 0a n 0 3 w 0 SHEET C5.3 I75C 0541 133HS N � � c) m z z 75 °J N a n Z N w A cn = m m N N 00 r. t r n m m i II� 00 O 03 C o Z \ co � o rn �m v 0NJ r— Q Z D z" n a w� 00 I m �n n� I m � s D O = Z g a �Q u � e °i 0 m s f� :panoiddy a;00 :.(a panoiddy co•c/-A S;uawajlnbai uoisini0 5uiyaaul6u3 s uwngny ;o .(;i, ay; q;lM aouowuo{uoo uol pi ouddo auo suold asagl LL00—£OOV3 338 ID3`O8d :a;00410 Ay pawn;uoO �7, •SVV�7e :uol;!sod/al;ll a;o0 Ag -spjo0aj uoµ0nj;suoo sjo;ooj;uoO ay; o; wjo;uoo sbuiMoip asaq uopooyl;jaO bulmDjo pJ0008 11916"A [A dVPV A3)i 13 09 = HONI 1 ( 1333 ) 091 08 Ob 0 08 1� 6 9� 'S'1'N 3WOS L iidl3a (NOLLV007 AAM 013La) MUM .i N m E 9� wim 33s O L .< G) -�jm o. 1 sww . WIlY in 1fl171 NDMMOpLl1 LOI11Li doomew am NM ot'D9 OII t•'CD tSLUM= --^= ----- �O O \ c co eL a313W "t, 031VO073a 3AWA 77V8 „Z -3A7VA NO3HO 31Bn00 „7 2AWA ONI7dn0O N0in0 „i —3n7Vn Nlyaa 7VnNVw 3AIVA 801VOICNI 031NnOW IIVM ONV 341VA 3LV9 3NO03a 7IA4 ONIOIIn(a OINI S3NI7 3DIA83S 83INNIadS 38Li* 71V '31OHNVW 80 NISV9 HDIVO WV3alSNM00 1X3N 3H1 Ol 3ALV13& SI 031VOICNI NOLLVIS '03Sn SI ONINOILVIS 3a3HM 'ONtNO1LVIS NVId 210 SONLLSV3 ONV SONIH18ON AS NMOHS 38V 53OLA83S Alnun 30 SNOLLVOOI 31VIYIXOaddV 'SNVId IVOINVH03M 3HL HIM S3OlA83S A-vian 30 SNOlLVO07 3H1 31VNIO8000 ONV 3XV1S IIVHS 801OVaLNOO '31VWIXOaddV 38V SNOLLVOOI 30083S 9NIOlm 3MOS '31VOS 9NI4AVa0 30 SNOILVIIMI7 DIHdVaO Ol 3n0 S3LON 93LYM 3aLd — a3LYM OLLS-VOO — 4N3J31 ° at - — — — — — — — — — — — — — — — — — g KYhl=! 7 ! g �V38V Z NOISNVdX3 ' N 3anl n-, Nan91{V d0 Alp 3NL WIN l NO 03LNW 96 1SNA M LL a3Hll3 alLON amwd ON WMI i►tCt l N tL a73U NL 3NV13W SY ;•� v� .M .,S" l n. ` 1 �yy��y� ��/��µ/� ���y��y�r� J��VMI� iJI1OIY iLiYV�wIV — (l'M x 1w) aN39 st - l l u O LV90 .Zt 9 g ON' t O 9L ONIxDO711 1S/kN11 3L3lpN0O - 1NVMG4H 3ald L - I N AIBW3SSV O! / (M X -U) 3AWA 3LVO .9 - l l3 MxM)33L.9x.Zl-I ll 3sD A107e Aaroad M - I w ! LI Swoo-m 1sma 313aO w - Onld M - t L Og tl NCLL�I! 3 .9 3MAM 93dd0O .0 t - l O ! tl ONDtDOIe 15naFLL 3L3aONOD - ! (M X U) a3OI103a .9 X ,zt - t (M X ld) 3AWA A1da3L1fW .Zl - t (D (MX7d)3m.zt - t g 0 \ ON "10 lsrtaHL 3L3aDN0O — z at A7BR3SSV 1NVaMH 3Md Omd M - I — t Q I g l 9L .9 (MXx 3LVO )2 9X.9-L 3snOH38VM 79IM" 3L WAW - I O A83OO&O 1 (M x M) aN3B w .Zt - I ON0a07B 1snwu 3LINDAW — t A'M1V3SSV 1NYaadN Md - t (M x U) a3ldvav zl — I (M X 7d) Aid .tl — I O (M X 7d) 3AWA 3LVO .9 — I Cu X ld) 33L .9 X .el — I 340 MOM AWVOc 1l3L O &=w 3L3aONOD — l — L O .Lwww on -id .0 L — L D/YM=t 3 apowls I nwLL MWNOO - t devomi N (rR X 1!1 317VA 3LV0 .9 - l O NXM)33L.9X.ZI-I Z30133HS 33S 3NlI HOIVkV (M X IVV Aid .91 'W M `1SV3 * 3ONV8 `HI80N lZ dIHSWOI `5Z NOLL03S 30 NOLL80d d '10 — a3MVM 7W130 WWV d0 ALa aid ONxO07B 1sr"a 'Ohw 'i0 - ail VM 7W130 NWM W 30 Alp aid W M076 AaVaOOM '9 YO - a3LVM 7W130 WWV d0 Ala aid SISOd adVn0 ONV AISFU SY 1NVaa4H 3HU Imm Vp no n■ [m ■ 3I1 X-ft-ihw EL'3 ON MOLT L1tlt'A IU-M a10 km um rya SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, WM ROADWAY CONSTRUCTION NOTES: 1 REMOVE EXISTING FENCE. 2 SAWCUT AND REMOVE EXISTING PAVEMENT. 3 REPLACE/RELOCATE EXISTING STREET SIGN PER STANDARD DETAIL TRAFFIC-49. 4 PAVEMENT RESTORATION SHALL BE CONSTRUCTED PER STANDARD PLAN TRAFFIC-02. Q WATER CONSTRUCTION NOTES: 1 INSTALL 12" D.I. WATER MAIN PER CITY OF AUBURN DESIGN & CONSTRUCTION STANDARDS, CHAPTER 7. 2 12" WET TAP (MJ) 1-12" GATE VALVE (MJ) w/THRUST BLOCK 3 1-FIRE HYDRANT ASSEMBLY PER CITY OF AUBURN DETAIL WATER-07. 4 1-12" 45' BEND (MJ) w/THRUST BLOCK 5 PROTECT EXISTING INTERSECTION TRAFFIC LOOP SCALE FEET SCALE: H= 1"-20' V= 1"=2' Record Drawing Certification These drawings conform to the Contractors construction records. By Title/position: Confirmed by City PROJECT REF: FACOJ-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. �\ �c►Q9/a/o) Approved By. I /diw�-., Date Approved: n Y m i 4� MG 0 a qR o gg ;gQ 37 fi 9 i 4 0 c� z i O 3 3 w I � a z � J W W I LLIt a U ZOW� oO 00 0 a. �E cl) � w Uj o a � m LL Q U = o N II ¢ c m w a Z) U V7 MMQ GOp�"FtoM aG� N O � O Q 0 q FRy 6 r Op 00 N Jp 2 2 Q O Y U O 4] 0 O ti O > Q U a 4 LU w a 0 3 k � � o rn 0 c m w m o w m w 3 � w Of Q SHEET C5.4 DWG INDEX I" 041-.50 n 308fI-IRAN-A MW W-nel-q 877118-kmd� SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, WM ROADWAY CONSTRUCTION NOTES: 1 REMOVE EXISTING FENCE. Q WATER CONSTRUCTION NOTES: 1 INSTALL 12" D.I. WATER MAIN PER CITY OF AUBURN DESIGN do CONSTRUCTION STANDARDS, CHAPTER 7. 3 1—FIRE HYDRANT ASSEMBLY PER CITY OF AUBURN DETAIL WATER-07. 6 1-12" GATE VALVE (MJ) _ -z - 1 SCALE 20 0 10 20 40 ( FEET ) 1 INCH = 20 FT SCALE: H= 1 "=20' V= 1 "- 2' Record Drawing Certification These drawings conform to the Contractor's construction records. By. Title/position: Confirmed by City These plans are approved for conformance with the City of Auburn's Engineering Division requirements. er 114S107 Approved By.n A�� S -�'& Date Approved: n i o �� R gggg 0 c� z o 3 3 C Q Z O J lJ J ro �zU� zo 3 Q o J J ILLCLCL 0O�z Qm Q Q J �t o W oUj (1) Q w Wco Q LL Q Orr ^^ vJ U 0 CV ;II � � m w J Q � Q U v7 d• q40 4 � Y6 5 n 2 R Q P U o N rn 0 m m O 0 a w a Z a. a v°—i 0 k k q 0 a m m o m o w v o 3 ti a `2 0 o Q SHEET C5.5 fl 0 GO SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, WM 11 ROADWAY CONSTRUCTION NOTES: 1 REMOVE EXISTING FENCE. Q WATER CONSTRUCTION NOTES: 1 INSTALL 12" D.I. WATER MAIN PER CITY OF AUBURN DESIGN & CONSTRUCTION STANDARDS, CHAPTER 7, 3 1—FIRE HYDRANT ASSEMBLY PER CITY OF AUBURN DETAIL WATER-07. 6 1-12" GATE VALVE (MJ) 7 INSTALL 2" DOMESTIC METER AND SERVICE PER CITY OF AUBURN DETAILS WATER-14 AND WATER-16. 8 1-12" 11 1/4' BEND (MJ) w/THRUST BLOCK I SCALE 20 0 10 20 40 ( FEET ) 1 INCH = 20 FT SCALE: H= 1"=20' V= 1"=2' Record Drawing Certification These drawings conform to the Contractors construction records. By. Title/position: Confirmed by City PROJECT REF..- FAC03-0011 These plans are approved for conformance with the City of Auburns Engineering Division requirements. CI 91t71a3 Approved By}Cr Date Approved: �JzHIO2 (� C 4 O � 4 �o 4G 0 b s >a � R 0 p�? a�i To 3 a A 9 m >ga 7 'a z 0 U 2 O 3 3 w I � c Q J LLl J 4 � 1- ZO A:( 00 o �m LWL d � z 1 1 1 O a � m L�L Qom U o N II m w c ::) U cn Via,, e 4 o s O Q a a a Q o Y V C) rn O O m L > R O w c=i a a o a � > 0 Ol O m W o w m p 3 O O � SHEET C5.6 »56 SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, WM DWG INDEh I" xw-wxv-n ml-R#41 fACF Jm-rd-q 9i11PB-lad-mi ROADWAY CONSTRUCTION NOTES: 1 REMOVE EXISTING FENCE. Q WATER CONSTRUCTION NOTES: 1 INSTALL 12" D.I. WATER MAIN PER CITY OF AUBURN DESIGN do CONSTRUCTION STANDARDS, CHAPTER 7. 8 1-12" 11 1/4' BEND (MJ) w/THRUST BLOCK SCALE 20 • 10 20 FEE SCALE: H= 1"=20' V= 1"=2' Record Drawing Certification These drawings conform to the Contractor's construction records. By Title/position: Confirmed by City PROJECT REF: FACGJ-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. p 0' 9/Z3/o3 Approved By , Date Approved: h Zj/O 3 w i a� R -ti S 4 awe as a m" R 0� W R p� 0 a 9 4 Z O Z 2 O 3 3 w I �Q Q c z � J WWI J t- Q) LL z0 Q C ZOW� T Q � m O W (L o � Z U 0 U � I11 O a m L U o N I I m w Q a U v) .s 5 tiE C�' p o N R a O Y U of O W } m � C O w o; � � 0 h o o, 0 m w m o w m 3 � SHEET C5.7 /r ' 1760 DWG INDE) Aq W-SIA as-11111n r FACs Aln-nLq LV04 i-w SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, WM ROADWAY CONSTRUCTION NOTES: 1 REMOVE EXISTING FENCE. 5 PROTECT TRAFFIC SIGNAL CONTROL BOX. 0 WATER CONSTRUCTION NOTES: 1 INSTALL 12" D.I. WATER MAIN PER CITY OF AUBURN DESIGN & CONSTRUCTION STANDARDS, CHAPTER 7. 3 1-FIRE HYDRANT ASSEMBLY PER CITY OF AUBURN DETAIL WATER-07. 6 1-12" GATE VALVE (MJ) B 1-12" 11 1/4- BEND (MJ) w/THRUST BLOCK i SCALE 20 0 10 20 40 ( FEET ) 1 INCH = 20 FT SCALE: H= 1"=20' V= 1"=2' Record Drawing Certification These drawings conform to the Contractor's construction records. By 'T Title/position: Confirmed by City PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn 's Engineering Division requirements. c/9/s 7/63 Approved By. Dote Approved: VZX&F3 � n a m 4a a Z4 4 vim R 9 oG tl a z o 3 3 t.; I Q C Z � J J_ JI �zLL 00 Z� Q Q Q. Q C13 00L o �m W o "� Z Ro w Q O U O N II � m w Q v1 o� 0 a a a 0 O O N U at O m m Q W � , Q u a a 0 3 3 � � � o rn 0 � r m 0 m o m w � 3 � Q 0 o Q o SHEET C5.8 - t; A 1790 SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, WM DWG INDEX ANY-56 F .R811-e" Fan o-xf-w unxw-" 11 ROADWAY CONSTRUCTION NOTES: 1 REMOVE EXISTING FENCE. Q WATER CONSTRUCTION NOTES: 1 INSTALL 12" D.I. WATER MAIN PER CITY OF AUBURN DESIGN & CONSTRUCTION STANDARDS, CHAPTER 7. 3 1—FIRE HYDRANT ASSEMBLY PER CITY OF AUBURN DETAIL WATER-07. 6 1-12" GATE VALVE (MJ) SCALE 20 0 10 20 40 ( FEET ) I INCH = 20 FT SCALE: H= 1"=20' V= 1"=2' Record Drawing Certification These drawings conform to the Contractors construction records. By Title/position: Confirmed by City PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. cf/21/03 Approved By O.Lw"'_ _�- Date Approved: Vz-V0S n � m g t4 9 as F c R a 9 a 2 0 c� z x o 3 3 w I ¢ c z � J W W I 3 El LU O W C (1)ow W 0 a m Q O U o N I I � m w ¢ � U A a 0 a 0 O O N O O N V rn 0 i m W ~ p p X a U ¢ a w 0 � � o rn 0 m w o m w � 3 � 0 0 Q 0 SHEET C5.9 Asa DWG INDEX. AWW 3t611-my-M .XINI-Wll01 MW 301-sd-wAl unx-W-OW SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, WM 7,5 ........ ......... .......... .. __.-- ----_ .__...----- ---........... _. .............. ........... .... --- .............................. _—...._ __...... ... _..------- ____. ___.._..... .._.._._ ' --- -..............................._._. .------ ---- - - ..... -..- ---_ ......9.d7. F.H. ,.., P0 GROONDI AT PIPE i WA IER V i 5 - - ._....-—...... - __._._...- ..._ ...._ - - -.._._..... _ G _ _ — — — — —._... - - � ..........— — — —— — — — _— — i I h U ti A PIPE � I W EX 8" H GAS 6 FIR VICE iq ., --------- - --- --I ------- 11 h ! SERVICE i j 2" IRRIGADON SERIAGE 97 ram....__.. ..__ _....._.. ......._ .. ....... . _...... -. ---_...._' ` __............... __ ..._._. __ . _....-.--- L..... ......... ....__. ... ..._..- _-_-- ------72"-,D- -_- __.._...... .__-..._. ---...........- .' _......-- W ST BLOCK 622 LF 12 DI WATER - STA 9�3+98.7 i0 10 8' 50 LF 12 OI WATER ; i FIRE H ANT STA 93+I4B.7 ( EXISTING q G ADE i I I EXI TING GRADE] W) V M N ^ O O' O O O O O O OI O O O O O O O O O O O O; O O 91+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 ROADWAY CONSTRUCTION NOTES: 1 REMOVE EXISTING FENCE. Q WATER CONSTRUCTION NOTES: 1 INSTALL 12" D.I. WATER MAIN PER CITY OF AUBURN DESIGN & CONSTRUCTION STANDARDS, CHAPTER 7. 3 1-FIRE HYDRANT ASSEMBLY PER CITY OF AUBURN DETAIL WATER-07. 6 1-12" GATE VALVE (MJ) 9 1-12" X 6" TEE (MJ X FL) 1-6" GV (FL) 1-6" DOMESTIC METER PER CITY OF AUBURN DETAIL WATER-17 1-6" CAP W/2" TEMP. B.O. ASSEMBLY PER CITY OF AUBURN DETAIL WATER-04 w/THRUST BLOCK 10 1-12" X 6- TEE (MJ X FL) 1-6" GV (FL X MJ) 1-6" CAP W/2" TEMP. B.O. ASSEMBLY PER CITY OF AUBURN DETAIL WATER-04 w/THRUST BLOCK 11 1-12" CAP w/THRUST BLOCK 12 INSTALL 2" IRRIGATION METER AND SERVICE PER CITY OF AUBURN DETAILS WATER-14 AND WATER-16. SCALE 20 0 10 20 40 ( FEET ) 1 INCH = 20 FT SCALE: H= 1"=20' V= 1"=2' Record Drawing Certification These drawings conform to the Contractor's construction records. NAF Title/position: Confirmed by PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. G/ ?I'Z343 Approved By: ; wi'w Date Approved: n i as � 0.� 0 a ^G >� C R R 4 z 0 z o 3 3 4; I c Q z � J L�j I Cr dz O z j Qca � 15 � W� 5 � Q. o0 z W w � � N a Q O vJ U o N II cUi7 stow v �� q- G n +• YL dt [ p O 0 N a a 0 Y U T 0 �m mop o�Q U i K 0 ti O w � a Q o a � a ti ti h a , m o m w m 3 O O ti tn SHEET C5.10 37 , )790 F PIPE UP IN RISER ROOM RISER ROOM-�1 FIRE HYDRANT 85, 8" FIRE MAIN & VALVE 12" FIRE MAIN GUARD POSTS, TYP. PIV (SECTIONAL) VALVE 15.4' 5.0' CLR DETAIL 1 E SCALE: N.T.S. C5.11 D C 9 PIPE UP IN 8" FIRE MAIN & VALVE RISER ROOM RISER ROOM FIRE HYDRANT ELECTRICAL �Y _ GUARD POSTS, TYP. ROOM PIV (SECTIONAL) VALVE 15.4' 5.0' CLR. 23.9 12" FIRE MAIN Y DETAIL LINE 2 SCALE: N.T.S. C5.11 12" FIRE MAIN 5.0' PIV (SECTIONAL) CLR VALVE GUARD POSTS,1y TYP. t 8" FIRE LINE & VALVE FIRE HYDRANT - PIT IPE UP IN RISER ROOM - DETAIL 3 SCALE: N.T.S. C5.11 12" FIRE MAIN IF I 8.0' 5.0' �CLRi PIV (SECTIONAL) VALVE GUARD POSTS, TYP. FIRE HYDRANT 8" FIRE LINE & VALVE DETAIL 4 SCALE: N.T.S. C5.11 PIPE UP IN RISER ROOM RISER ROOM A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. �- 12" FIRE MAIN f18" FIRE MAIN & VALVE GUARD POSTS, TYP. FIRE HY(j$ANT i- 5.0 PIV (SECTIONAL) VAL VE CLR. DETAIL 5 SCALE., N.T.S. C5.11 12' FIRE MAIN PIPE UP IN RISER ROOM 8" FIRE MAIN & VALVE GUARD POSTS, TYP. FIRE HYDRANT 044"• PIV (SECTIONAL) VALVE �-- 5.0' CLR. 8.5' 15.5' DETAIL 6 SCALE., N.T.S. C5.11 FIRE HYDRANT GUARD POSTS, TYP. 5.0' CLR. 12" FIRE MAIN DOMESTIC WATER PIV (SECTIONAL) VALVE DETAIL 7 SCALE: N.T.S. C5.11 12' FIRE MAIN PIV 5.0, (SECTIONAL) CLR. VALVE GUARD „POS1S, TYP. FIRE HYDRANT / 8" FIRE LINE & VAL VIEJ PIPE UP IN / RISER ROOM J 23.0' DETAIL g SCALE: N. T. S. C5.11 I 3 12" FIRE MAIN GUARD POSTS, TYP. 5.0' 23. 0' CLR. PIV (SECTIONAL) VALVE FIRE HYDRANT PIPE UP IN RISER ROOM I DETAIL g SCALE: N.T.S. C5.11 TEMPORARY BLOWOFF VALVE FIRE HYDRANT PIPE UP IN RISER ROOM 12" FIRE MAIN 1 �- 5.0' CLR. PIV (SECTIONAL) • VALVE 23 7' \- GUARD POSTS, TYP. 8" FIRE MAIN & VALVE DETAIL 1 p SCALE., N.T.S. C5.11 8.7' PIPE UP IN RISER ROOM - FIRE HYDRANT - 12' FIRE MAIN 5.0' - CLR. r� GUARD POSTS, TYP. PIV (SECTIONAL) • VALVE 8" FIRE LINE & VALVE -' DETAIL 11 SCALE. N.T.S. C5.11 12' FIRE MAIN 5.0' CLR. -{ PIV (SECTIONAL) VALVE GUARD POSTS, �. TYP. FIRE HYDRANT - PIPE UP IN RISER ROOM DETAIL 12 SCALE: N.T.S. C5.11 4 i (CLR. "RE MAIN MAIN & VALVE ARD POSTS, TYP. FIRE HYDRANT PIPE UP IN f RISER ROOM SECTIONAL) 24.0'E DETAIL 13 SCALE: N.T.S. C5.11 55.7' 8" FIRE MAIN & VALVE 12" FIRE MAIN DOMESTIC GUARD POSTS, CONNECTION TYP. PIV (SECTIONAL) FIRE HYDRANT •rr VALVE CLR.5Cr DOMESTIC DETAIL 14 SCALE: N.T.S. C5.11 12" FIRE MAIN 5.0' PIV (SECTIONAL) CLR. VALVE FIRE HYDRANT PIPE UP IN GUARD POSTS, TYP. RISER ROOM B" FIRE LINE J & VALVE 18.0' 5.0' DETAIL 15 SCALE. N.T.S. C5.11 �- 12" FIRE MAIN GUARD POSTS, ZO' TYP. 69.7' CLR { CLR. fl PIV (SECTIONAL) VALVE )10 FIRE HYDRANT 8" FIRE LINE & VALVE TEMPORARY _ BLOWOFF VALVE DETAIL 16 SCALE., N. T S. 105. 11 NOTES., ALL FIRE SPRINKLER SERVICE LINES INTO BUILDING WILL REQUIRE GATE VALVE AND WALL MOUNTED INDICATOR VALVE. nc r mHr REVISED Record Drawing Certification These drawings conform to the Contractor's construction records. By. i / -OoteAA64f Title/position: Confirmed by City Date: PROJECT REF: FAC03-0011 These plans ore approved for conformance with the City of Auburn's Engineering Division requirements. Gt I2-tin-fie) Approved By. .0 � /J.fiYl� StGCI Date Approved: /Z 3 10.3 7 1 9 n � I O m m a� a N� e �11 6 g C � rnh �^ I I p La q$ 4 N o 3 ; Gi I g � ¢ 11 Z � w I �00 Z0 In ¢ LL LL o O CL 00 Lu 600 cq W Z Cr O Cr ct CL m Z Q DWG IN�DE�Xy WMA LW Iw�lill9l-���01 xk-ftROW N i unffi-.dd Paz F — — SCALE 80 0 40 80 160 ( FEET ) 1 INCH = 80 FT E 0 NA77V£ SOIL OR BACKFILL C A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. ROUGH GRADING & EROSION CONTROL NOTES: Oi THE CONTRACTOR SHALL INSTALL COLLECTION PONDS, AS NEEDED, AND PUMP SEDIMENT LADEN WATER TO THE NEW DETENTION POND NA THE NON PH AFFECTED STORM WATER SYSTEM. ODURING SOIL AMENDMENT AND/OR CONCRETE CONSTRUCTION DIRECT SITE RUNOFF TO PH HOLDING PONDS OR/TO ONSITE BATCH PLANT NA THE PH AFFECTED STORAIWATER SYSTEM. O3 SOIL AMENDED AREAS WILL REQUIRE 774E USE OF ADDITIONAL BMPS. THESE MAY INCLUDE COVER MEASURES, MONITORING MEASURES, AND HANDLING & STORAGE MEASURES FOR AMENDMENT MATERIALS. SEE PROJECT SPECIFICATIONS FOR ADD177ONAL REQUIREMENTS. O4 CONTRACTOR SHALL USE MEASURES AS NECESSARY TO PR07ECT STOCKPILE FROM EROSION. DIRECT SURFACE RUNOFF AWAY FROM STOCKPILE. OPOINTS OF CONNEC77ON FOR SITE COLLECTION PONDS. ISOLA77ON VALVES SHALL BE USED TO DIRECT FLOW TOWARD BATCH PLANT FOR RE -USE, IF NECESSARY. ODISCHARGE TO EXIS77NG SANITARY SEWER SYSTEM IN ELLINGSON ROAD LIMITED TO 300 GPM MAXIMUM. CONNECT PUMP DISCHARGE TO APPROMATE CONVEYANCE SYSTEM AT PERIMETER OF THE SITE (A): PUMP TO PH AFFECTED STORMWATER TO SANITARY SEWER OR TO ONSITE BATCH PLANT. NOTE: TRAP MAY BE FORMED SUMP BY BERM OR BY PAR77AL OR COMPLETE EXCAVATION COLLECTION POND W/ SUMP 1 SCALE: NTS CB.1 RED GREEN Q �a� N�3 COLLECTION POND DISCHARGE VALVES 2 SCALE: NTS CB. DISCHARGE NOTE: SEE "ROUGH GRADING X EROSION CONTROL PLANS" PREPARED BY Wd:H PACIFIC FOR ROUGH GRADED CONDITIONS ON THE SITE IF ADDITIONAL SEDIMENT PONDS ARE NEEDED DURING SITE CONSTRUCTION, INSTALL AS PER SEDIMENT POND SIZING TABLE: SEDIMENT POND SIZING TABLE TRIBUTARY AREA (ACRES) 10-YEAR Q (CFS) REQUIRED SURFACE AREA (SF) BOTTOM LENGTH (FT) BOTTOM 1MDTH (FT) SEDIMENT DEPTH (FT) SETTLING DEPTH (FT) FREEBOARD (FT) TOTAL DEPTH (FT) SIDE SLOPE 3 1.47 1840 45 0 3 2 0.5 5.5 3:1 5 2.4 3000 65 2 3 2 0.5 5.5 3:1 10 4.6 5750 102 14 3 2 0.5 5.5 3:1 15 6.8 85W 130 24 3 2 0.5 5.5 3.1 20 8.8 11000 152 31 3 2 0.5 5.5 3:1 25 10.8 135W 172 38 3 2 0.5 5.5 3:1 30 12.8 16000 190 43 3 2 0.5 5.5 3.1 ►UnTF, THESE SYSTEMS MAY BE INSTALLED ON THE SURFACE AS NEEDED EXCEPT AT ACCESS POINTS. KEY MAP MATCH LINE SEE SHEET C6.2 r�g �iq I 40h, Yx4'x4' ECOLOGY BLOCI(5-X BARRIER r I I I I FAC L) I e"IT-% I7F%0 UB W/4-QtJKI L t.Nt-PH I Record Drawing Certification These drawings conform to the Contractor's construction records. By Gi) _ Dote:Z& Title/position: �L•S. Confirmed by City Date:_ PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. �`� ep 9/b/03 Approved By. mil_ J.,� -9-" Date Approved: 'j/Zlfil�S W I aq DIG a e t m v n 9 g� i 0 o 2 3 CL 41 U ZZJ �{ I J cz 400 zo J �O � Q c co L1.1 00 d z U_ � O a j ca Q J O a o 00 _II W vOi 0 1 a a p Y U o O q O m m Q Y p w Z 0 C, o rr 0 I o Z m 0 w m r m w m o w w � Q SHEET C6.1 ) 7 c0 2 3 4 DWG INDE) am vxg-ad 6 an FK4 a" SNOW JE ■u ■ FM Elm N I I SCALE 60 0 40 80 160 ( FEET ) 1 INCH = 80 FT 1J� ROUGH GRADING & EROSION CONTROL NOTES: i O THE CONTRACTOR SHALL INSTALL COLLECTION PONDS, AS = NEEDED, AND PUMP SEDIMENT LADEN WATER TO THE NEW DETENTION POND VIA THE NON PH AFFECTED STORMWATER SYSTEM. ODURING SOIL AMENDMENT AND/OR CONCRETE CONSTRUCTION DIRECT SITE RUNOFF TO PH HOLDING PONDS OR/TO ON97E BATCH PLANT NA THE PH AFFECTED STORMWATER SYSTEM. 3 OSOIL AMENDED AREAS WILL REQUIRE THE USE OF ADDITIONAL BMPS. THESE MAY INCLUDE COVER MEASURES, MONITORING MEASURES, AND HANDLING & STORAGE MEASURES FOR AMENDMENT MATERIALS. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 1 O4 CONTRACTOR SHALL USE MEASURES AS NECESSARY TO PROTECT STOCKPILE FROM EROSION. DIRECT SURFACE RUNOFF A AWAY FROM STOCKPILE. O POINTS OF CONNECTION FOR SITE COLLEC7ION PONDS. n ISOLATION VALVES SHALL BE USED TO DIRECT FLOW TOWARD BATCH PLANT FOR RE —USE, IF NECESSARY. VALVES MATCH LINE SEE SHEET C6.3 NOTE: SEE "ROUGH GRADING & EROSION CONTROL PLANS" PREPARED BY W&H PACIFIC FOR ROUGH GRADED CONDITIONS ON THE SITE. IF ADDITIONAL SEDIMENT PONDS ARE NEEDED DURING SITE CONSTRUCTION, INSTALL AS PER SEDIMENT POND SIZING TABLE. SEDIMENT POND SIZING TABLE TRIBUTARY AREA (ACRES) 10—YEAR Q (CFS) REQUIRED SURFACE AREA (SF) BOTTOM LENGTH (FT) BOTTOM WIDTH (FT) SEDIMENT DEPTH (FT) SETTLING DEPTH (FT) FREEBOARD (FT) TOTAL DEPTH (FT) SIDE SLOPE 3 1.47 1840 45 0 3 2 0.5 5.5 3.1 5 2.4 3000 65 2 3 2 0.5 5.5 3:1 10 4.6 5750 102 14 3 2 0.5 5.5 3.1 15 6.8 8500 130 24 3 2 0.5 5.5 .11 20 8.8 11000 152 31 3 2 0.5 5.5 3.1 25 10.8 13500 172 38 3 2 0.5 5.5 3:1 30 12.8 16000 190 43 3 2 0.5 5.5 1 3.1 GATE -VALVE 2-10 LF OFF, / 1 si 1 I Yd KEY MAP II I' i. l�j �I Record Drawing Certification These drawings conform to the Contractor's construction records. By /�tiion-//v S Z?S/ Date: Title/position: Confirmed by City -Date: — PROJECT REF: FAC03-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. GI )/15/4) Approved By. D ram-- S.� Date Approved: �910-3 � i s .ki o a a, o w y m R Eo - o .c $ 8g $ of W ~. 3 li i a O z O 3 CL w I � U z z� J WI L � T Z� 3 � �O Z ZD �w W erLL d� z co a � � J o 00 II � U V7 aQ K 1 > s G Q 2 a a Y o 0 mm o � w 0 w a a a v aCt w 0 a 2 m 0 z m m a z o w ti cn Q cn SHEET C6.2 a 1W, 1, ,/ 040 DWG INDE we azn21-b*H Axr_ro FAS 16M FAC—I 119111* )Y Ix od ROUGH GRADING & E EROSION CONTROL NOTES: 07 THE CONTRACTOR SHALL INSTALL COLLECTION PONDS, AS NEEDED, AND PUMP SEDIMENT LADEN WATER TO THE NEW DETENTION POND VIA THE NON PH AFFECTED STORMWATER SYSTEM. ODURING SOIL AMENDMENT AND/OR CONCRETE CONSTRUCTION i O DIRECT SITE RUNOFF TO PH HOLDING PONDS OR/TO ONSITE BATCH PLANT NA THE PH AFFECTED STORMWATER SYSTEM. OSOIL AMENDED AREAS WILL REQUIRE THE USE OF ADDITIONAL BMPS. THESE MAY INCLUDE COVER MEASURES, MONITORING MEASURES, AND HANDLING & STORAGE MEASURES FOR AMENDMENT MATERIALS. SEE PROvECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 04 CONTRACTOR SHALL USE MEASURES AS NECESSARY TO PROTECT STOCKPILE FROM EROSION. DIRECT SURFACE RUNOFF AWAY FROM STOCKPILE. 05 POINTS OF CONNECTION FOR SITE COLLECTION PONDS. ISOLATION VALVES SHALL BE USED TO DIRECT FLOW TOWARD E BATCH PLANT FOR RE —USE, IF NECESSARY. O130' X 50' X 8' DEEP PH HOLDING POND WITH IMPERMEABLE LA YER. ODISCHARGE TO EXISTING SANITARY SEWER SYSTEM IN ELLINGSON STREET LIMITED TO 300 GPM MAXIMUM. CONNECT PUMP DISCHARGE TO APPROgIATE CONVEYANCE SYSTEM AT PERIMETER OF THE SITE (5): PUMP TO PH AFFECTED STORMWATER TO SANITARY SEWER OR TO ONSITE BATCH PLANT. OUTILIZE PERMANENT STROMWATER DETENTION POND AS 2—CELL SEDIMENTATION POND DURING THE GRADING OPERATIONS AT THE CONCLUSION OF THE SITE CONTRACTOR'S WORK, THE DETENTION POND SHALL BE CLEANED AND THE POND LINER TOP DRESSING SHALL BE RESTORED. ■G NOTE: THESE SYSTEMS MAY BE INSTALLED ON THE SURFACE AS NEEDED EXCEPT AT ACCESS POINTS. I PH A r i 4 I J7AIL vA'& r- LF o i' 1 ran., A PORTION OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. T'i MATCH LINE SEE SHEET C6.2 iIt a M, F I 1 oil Il 1 I '1 NOTE SEE "ROUGH GRADING & EROSION CONTROL PLANS" PREPARED BY WAHH PACIFIC FOR ROUGH GRADED CONDITIONS ON THE SITE. IF ADDITIONAL SEDIMENT PONDS ARE NEEDED DURING SITE CONSTRUCTION, INSTALL AS PER SEDIMENT POND SIZING TABLE. SEDIMENT POND SIZING TABLE TRIBUTARY AREA (ACRES) 10-YEAR Q (CFS) REQUIRED SURFACE AREA (SF) BOTTOM LENGTH (FT) BOTTOM WIDTH (FT) SEDIMENT DEPTH (FT) SETTLING DEPTH (FT) FREEBOARD (FT) TOTAL DEPTH (FT) SIDE SLOPE 3 1.47 1840 45 0 3 2 0.5 5.5 3:1 5 2.4 3000 65 2 3 2 0.5 5.5 3:1 10 4.6 5750 102 14 3 2 0.5 5.5 3:1 15 6.8 8500 130 24 3 2 0.5 5.5 3:1 20 8.8 11000 152 31 3 2 0.5 5.5 3:1 25 10.8 13500 172 38 3 2 0.5 5.5 3:1 30 12.8 16000 190 43 3 2 0.5 5.5 3:1 i I INTERCEPTOR ;WALE AND ROCK CHECK DAM PER CITY OF AUURN B s TD. DETAIL (TYPICAL) I. N N SCALE 80 0 40 80 160 ( FEET ) 1 INCH = 80 FT I 1\ 0a*PIPUB2wk4 ae SYMM>j 1 SEOSENt POLO (MVM)' SEE ABLE SHEET G20 i 2 1 4 i tn�i;sariyl ......@ r...iz_.....-.�,.®.�.�-e.. .:...®..�. a .a<k_. . 1 1 Record Drawing Certification These drawings conform to the Contractors construction records.. / By: a4#glsKf+— Date: Title/position: P�. S• Confirmed by City -Date: — PROJECT REF: FAC03-0011 These plans are approved for conformonce with the City of Auburn's Engineering Division requirements. CPI/A'3/o3 Approved By. D.l� _5 ojlcr Date Approved: 2"j0 -v n n qN JtC � �� 4 G 9g a a G 4 3 3 $ o� 7 a 0 Q 3 = a � U z 2� J W i J 00 a 00 ZO 31) Z Q O � Z W Q oo LLl 00 Uj � d "� LL A z R Z 0 � m � � J 00 00 �w m a vvi ;o a o N p Y U O m m W ~ O Q w a o U Q a W 0 o 2 0 i m a m o m C w o Qo 3 � 0 o g SHEET C6.3 s�> EmmmmmaI MEW mmm minim ME/;: e':iazeiad i.►vt'ii►i'J7iG�iL �rLL___h®�,rlw•�/�p/�t• iY y 1�,�1y cc% ` AWN I. I u� a'I• . � �. . . *M14- Si 01, IF V.1"Al q! rs i.� �•. .. �Ii • //%y /�;\• WPM I 1. � \'. � � has , 1� I P w R 7� '31 w �� - � e.� r��.� Y ,. r. 1. Rm �/ a _ F _;;�� � �1'Tr- �y/ II //1' %%!/"��� %�'/�S%/ iI .,I/•011—;w � /.�%%�/i'��y� %/�� •/�j/�/_1 /,� i � 7 /7i/!. r�7�/,+►q".Jy !-�441 :64712*zoil ..�lra L.c.a. u�.L.L•.�. _ . � . . ! .L..� :�. �... QZ: i . w,. e Z + mot.•+�.. vi��!a►i�.o-. .i n:i.iG ., .1 r, ►, ,.,. iiizu r/TT/rlllr/r�� INK, i m �a! m W-1 I���s! �.`j !��iA•��j!w ;Gzi-�::=� :: a=i%v - :: _�=_;-�TOi►i -:mow'.- •$J�:SmJli %i Jai��=-w:►T� = k"MO, i ti•� ,.Ter.. `•.. <•.•.'-e-��it�,.`�`. ,�.�... �...ri o. •..-;,.�•�,��►��...�i. O< •� .I•. � - ... C_ _ L•a{:rL l• C L:ca L• CaLaCa{ .� �. _s. L:. .at ..Li CaCnCd {•��Ca{:a.{ 1� • ��1�A ��s of � w a. MAW �A �!l.�r���A►. SINK' ^�''w� 'i' • m n E3■ DWG INDEX: BAM ,�amo F MATCHLINE THIS SHEET 1 PA i I11 VTSB C1 O 30" O/C I I 4 PS I ' /777 vIf�� i I i I I ROUGH SEEDED LAWN I D AREA WITHIN 22'-0" WIDE CITY TRAIL CORRIDOR ALONG 'C' STREET. (TYPICAL) 1 % Es i No h T:W j .nH s ns ANDI 4 / OF if TO OR APp��u�s�qr h % 4AM�JM'ER, I X. YION�,IND 2 NCF/ DEPTH 1 II I I I I I'.I "' L� AREpS. % X A➢0 WWN To I C ui -- I III _I- ANO SIP�•FOR war 1 TREE P TIN DF/fAIL; I/ % / ; PLANT MA IA LI T F QTY SYM. BOTANI AL N E %' / CyYMMON AME SIZE REMARKS 6 ARRS ACER 14GBRU 'REDINSET,' , 1jED SU D ASH MAPLE 2" CAL. B&B •' V1 20 FOR FRA US O YCAR RA OD'/ �R 3 PA PICEA AB S i , N AY S UCE 6'—T B&B I I B 15 PS PINUS VES IS % y / S TCH INE 6'-7' B&B p 97 PLO PRUNU LAUR ERAS 'OT LU N' 0 0 LU EN LAUREL 5 GAL CAN O 4' 0/C I W I y 30 SJ SKIM�JAP ICA TE ERR Y �TE ERRY SKIMMIA 2 GAL. CAN O 3' 0/C I I 0 UET VIBURNUM 5 GAL CAN O 4' 0 C 107 VTSB LABURNUM NUSj�PRINfiB ET' / SPR G B l/Q / � 54 VD NBURN DA01I j D D VIPIRNUM 2 GAL CAN O 3' O/C y GROUNOCOVER / .V) As Reqd CD COTONEASS/ DAM RI 'C AL 8�XUTY�EARB.ERRY COTONEASTER 1 GAL, PLANT 30" OC a )!PIES / = 1. CODE REQUIRED ACI SHAf �/SUP CED GRAP* REP ESENTATION ON PLAN SHEET. , •. I N 2. NO SUBSTITUjN OF PLANT/MA L, SI OR PACT WITHOUT WRITTEN APPROVAL FROM PLAW MG DE AR NT. / II 3 / MATCHLINE SO ETA MATCHLINE SHEET L1.3 _ m., 1 I LANDSCAPE TREATMENT NOT REQUIRED THIS AREA. (ASPHALT APRON) ROUGH SEEDED LANK AREA N1THIN 22'-0" WIDE CITY TRAIL CORRIDOR ------ --�-' --"- If ALONG 'C' STREET. ! (TYPICAL) __ _..------------ --- — ----------- _ M. ! O— O_ O- 6 � I LANDSCAPE TREATMENT NOT REQUIRED THIS AREA. I (ASPHALT APRON) ! O — O 3 Vt 1 FC — 94 PLO MATCHLINE THIS a i ¢o �� v9 a. 4 0 m m :p aw oA 4 q C i _ o 3 za 1 L1LMLL,_ z M o ■w►eAw. z SHEET INDEX MAP 5 L NTS SCALE a 30 0 15 30 60 Z ( FEET) 1 INCH = 30 FT �•- j �L Q ED v 00 Q �z N z O Q PROJECT REF: FAC03-0011 This plan sheet reflects the City of Auburn's minimum landscaping requirements. Approved By 15rim, mjl�� Date Approved: -2•b• crb a o P a 0 m a] 0 U Q a a a 0 'm z o m ° 3 � 0 0 5 0 SHEET L 1.2 o6b MATCHLINE SHEET L1.4 F E D A SHEET INDEX MAP NTS SCALE 30 0 15 30 60 ( FEET ) 1 INCH — 30 FT N PROJECT REF: FAC03-0011 This plan sheet reflects the City of Auburn's minimum landscaping requirements. Approved By. ]M Date Approved. 0 9•Z�� � s n m � go ee rn 4 0., C O @ Op y Q w w 6 0 c� z_ x 3 tt �a zu r_ J (n � J Z � U Q qzc J UZ z� W mCIO O W Z) QCL Cr J j Q 6 0 n � J U < v> sr�Tt wE REd IANr A"WCT 1Hp1A5 E �A6 CERTIFICATE NO. 312 o m O o w 0 � a a a 0 a � o q O m � m W � � 3 w N < y W SHEEP L 1.3 i F E 0 0 D C 0 9L f I F E 1 '1 I�. APPROX. LIMIT OF • I 1 PLANTING I MITIGATE DISTURBED I ♦I I 81 VD+- 7� cl, t� 1 �w�,. B • je�, B . I .. -D 3 VD 1 FOR 2 SJ I I 1� I16 n- Si VD t ARKa�► fl, 0 TCHLINE SHEET L1.3 PLANT MATERIALS LIST FOR SHEET 0.4 -- QTY SYM. BOTANICAL NAME COMMON NAME SIZE REMARKS 7 ARK ACER RUBRUM 'KARPICK' KARPICK COLUMNAR MAPLE 2" CAL B&B -- 10 ARRS ACER RUBRUM 'RED SUNSET' RED SUNSET MAPLE 2" CAL B&B 43 FOR FRAXINUS OXYCARPA 'RAYWOOD' RAYWOOD ASH 2" CAL. B&B �iBL@S i 140 SJ SKIMMIA JAPONICA "WHITE BERRY" WHITE BERRY SKIMMIA 2 GAL. CAN A 3' 0 C y 100 VTSB VIBURNUM TINUS "SPRING BOUQUET' SPRING BOUQUET VIBURNUM 5 GAL CAN ® 4' 0/C -- 172 VD VIBURNUM DAWDII DAVID VIBURNUM 2 GAL CAN ® 3' 0/C GROUNDCGi�R As Reqd CD COTONEASTER DAMMERI 'CORAL BEAUTY' BEARBERRY COTONEASTER 1 GAL. PLANT 30" OC NO 1.C5 CODE REQUIRED SPACING SHALL SUPERCEDE GRAPHIC REPRESENTATION ON PLAN SHEET. 2. NO SUBSTITUTION OF PLANT MATERIAL, SIZE, OR SPACING WITHOUT WRITTEN APPROVAL FROM PLANNING DEPARTMENT. .� EXISTING EVERGREET AND DECIDUOUS TREES TO REMAIN... VD $J I 1 FOR CD ® 30" 2 FOR 19 SJ 27 Vq 5 'ARK (ASPHALT APRON) 3 VD 1 2 11 10 aRRS 100 VTSB--- 3 VD7 i FOP 2 SJ 3 VD 5 SJ — 1 1 !1 1 ,1 1 (2) 2X2 SAS OF 8' STAKES - DO NOT PENETRATE ROOT BALL WITH STAKES. DRIVE 3' MN. TREE TIES REMOVE BURLAP AND TWINE FROM TOP 1/3 OF BALL AFTER STAKING REMOVE ALL TWAT AROUND BASE OF TREE TRUNK To THE FIRST BRANCH. PLACE ROOT BALL CROWN APPROX. 1 INCH HIGHER THAN GROWN IN NURSERY. PROVIDE A BARK MULCH WATER BASIN O APPROX. 24 INCH DA. AND 2 INCH 00" IN ALL PUNTWM, AND LAWN AREAS. TOPSOIL MIX BACKFILL INSTALL ROOT CONTROL BARRIER N PLANTING ISLANDS AND OTHER SgUATKN/S WHEN NEXT TO PAYING AND SIDEWALK ARFAS SUBMIT PRODUCT FOR APPROVAL. INSTALL PER MANUFACTURER'S INSTRLKTKMS. TREE PLANTING DETAIL Im SHEET INDEX MAP NTS SCALE 30 0 15 30 60 ( FEET ) 1 INCH = 30 FT PROJECT REF: FAC03-0011 This plan sheet reflects the City of Auburn's minimum landscaping requirements. y. Approved By: 'beam Ma- Date Approved: 09-2.7s03 n 3 m I �p 6 Q a u ARV 2d 0 O z 3 CL Z � LQ O J _z Z � U Q LL J 2 LLB m Vj 0 0 a Q 0 I O n K W J O N STAWAMMFaON L.MocNICHIWCT tYY� E 1dI a p o 0 m In O W ~ Q U Lr C i a C)Of O U Q 2 > W 1'1 O Q. " � O O DO > In O C2 ~ LU Q Z w 3 v1 Q v~i W O o 5 0 SHEET L1.4 17 H:7t11.•lUf: A I IF I ■INIIIIIIIIII IC I I I I � I I I I I I I I I I i I I I ( I , I I W II I I � I z I w� I I Q I i I B I I U i t L� I I ] CL. I I Y I I I MIA L PLANT MATERIALS LIST FOR SHEET L1.5 QTY SYM. BOTANICAL NAME COMMON NAME SIZE REMARKS 7W-E!� 12 ARK ACER RUBRUM 'KARPICK' KARPICK COLUMNAR MAPLE 2" CAL B&B 5 COG CHAMAECYPARIS OBTUSA 'GRACILIS" HINOKI CYPRESS 4' B&B 5 ARRS ACER RUBRUM 'RED SUNSET' RED SUNSET MAPLE 2" CAL B&B 17 FOR FRAXINUS OXYCARPA 'RAYW000' RAYWOOD ASH 2" CAL. B&B 3 TPH THUJA PLICATA 'HOGAN' HOGAN RED CEDAR 6'-7' B&B 4 PSA PRUNUS SERRULATA 'AMANOGAWA' AMANOGAWA CHERRY 1.5" CAL. B&B .91HlIBS 65 AHC AZALEA HINO CRIMSON HIND CRIMSON AZALEA 2 GAL. CAN O 4' 0/C 85 AUC ARBUTUS UNEDO 'COMPACTA' COMPACT STRAWBERRY MADRONE 5 GAL. CAN O 4' O/C 42 PLO PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL 5 GAL CAN O 4" O/C 57 RE RHODODENDRON 'ELIZABETH' RHODODENDRON 18"-21" B&B 0 4' 0/C 59 Si SKIMMIA JAPONICA 'WHITE BERRY' WHITE BERRY SKIMMIA 2 GAL. CAN O 3' O/C 67 VTSB VIBURNUM TINUS 'SPRING BOUQUET' SPRING BOUQUET VIBURNUM 5 GAL CAN O 4' 0/C 102 VD VIBURNUM DAWDII DAVID VIBURNUM 2 GAL CAN O 3' O/C GROUNDCOVER As Reqd CD COTONEASTER DAMMERI 'CORAL BEAUTY' BEARBERRY COTONEASTER 1 GAL. PLANT 30" OC NOTE: 1. CODE REQUIRED SPACING SHALL SUPERCEDE GRAPHIC REPRESENTATION ON PLAN SHEET. 2. NO SUBSTITUTION OF PLANT MATERIAL, SIZE, OR SPACING WITHOUT WRITTEN APPROVAL FROM PLANNING DEPARTMENT. (2) 2x2 S4S OF B' STAKES - DO NOT PENETRATE ROOT WA WITH STAKES. DRAT S MIN. TREE TIES REMOVE BURLAP AND TWINE FROM TOP 113 OF BALL AFTER STAKING REMOVE ALL TWINE AROLM BASE OF TREE TRUNK TO THE FIRST BRANCH. PLACE ROOT BAU. CROWN APPROX. 1 INCH HIGHER THAN GROWN IN NURSERY PROVIDE A d4RK MULCH WATER 84SIN " APPROX. 24 INCH OlA. AND 2 INCH DEPTH IN ALL PLANDNG AND LAWN AREAS. TOPSOIL NIX BACKFILL INSTALL ROOT CONTROL BARRIER IN PL NTIN(; rLANDS AND OTHER SITUATIONS WHEN NEXT TO PAVING AND SIDEWALK AREAS. SLOWR PRODUCT FOR APPROVAL. INSTALL PER MANUFACTURER'S INSTRUCTIONS. TREE PLANTING DETAIL ,- APPROX. LIMIT OF PLANTING TO XEDGE OF EXISTING VEGETATION. 85 AUC EXISTING VEGETATION TO REMAIN. 4 VD 1 ARK 6 SJ 5 ARRS CD O 30' 67 VTSB 2 SJ 1 FOR 3 VD ARK VD 3 TPH EXISTING EVERGRJEN AND DECIDUOUS -1 ---- TREES TO REMAIN 1 FOR NTS CD O 30" 0/C 8 V 8 S 2 A —'- - - 2 VD S31IGGe � C JAOAIOG.,O.O �'.t s.St O! t0: `� �1100 NO e.i eB0! m DRIVEL 42 PLO 5 ARK ASPHALT APRON AT ENTRY 1 F01 3 SJ 57 R 65 A 0 30"I 5 COG 41 PSA 0 o I 37 VD i 2 I F0f� A D 1 S P. A D M 1 N. 1 DETENTION FACILITY PLANT MATERIALS LIST (SHEETS L1.0 & L1.1) ZONE 1 — UPLAND ZONE — 60,151 Total S.F. (Rarely inundated or saturated) seedip Common Nam Botanical Naas oty. Rate Net** % B Weight Red Alder Alnus Rubra 28 LBS 20% Seed at a Rate of 20 Pounds per acre Colonial Bentgross A rostis Tenuis 28 LBS FNA 20% Native Red Fescue Festuca rubra 'Rubra' 28 LBS 75% Annual R rass Lolium Multiflorum 28 LBS 35% White Clover Trifolium re ens 28 LBS 10% SbWa Comaw Naas Botai Naar oty. Size asv/0NB Not** Oregon Grgp Mahonia A uifolium 470 1 Gal BR 8 Feet Plants must be self supporting. Plants that are too top heavy may be rejected. Plant in some species clusters of8- 15 Red Flowering Currant Ribes San uineum 470 1 Gal BR 8 Feet Tn** Coamor Nana Botanical Nana 91Y• Bize Form Pa er Birch Betula Papyri fern 36 1 Cal. B&B As Shown Shore Pine Pinus Contorts 65 5" Ht. B&B As Shown ZONE 2 — 100 YEAR STORM ZONE (Between Dead Storage and 100 Year Storm) — 21,023 Total S.F. Boedbig Comm Nacre Eaton" Name oty- Biz" Rate Notes % NY Weight Red Alder Alnus Rubra 10 LBS NIA 20% Seed at a Rate of 20 Pounds per acre Colonial Bent rass A rostis Tenuis 10 LBS NIA 20% Native Red Fescue Festuca rubra 'Rubro' 10 LBS NIA 15% Annual R rass Lolium Multiflorum 10 LBS N/A 35% White Clover Trifolium re ens 10 LBS NIA 10% snube Common Nacre Botanical Name oty. she a/c / Not** paclav Oregon Grope Mahonia A uifolium 82 1 Gal R 8 Feet Plant in upper half of zone Red Flowering Currant Ribes San uineum 82 1 Gal/BR 8 Feet Plant in upper half of zone Block Hawthorn Crotae us Dou losii 82 1 Gal R 8 Feet Plant in lower half of zone Nootko Rose Rosa Nutkona 82 1 GoI118R 8 Feet Plant in lower half of zone Plant in clusters some of 8 species - 15 ZONE 3 — DEAD STORAGE VEGETATION ZONE — 16,478 SF Seedbp Coamon Name Botanical Nerve otY• Size Rate Notes %my WOW Meadow Foxtail Alo ecurus Pratensis 8 LBS NIA 40% Seed at a Rate of 20 Pounds per acre Colonial Bentgross, A rostis Tenuis 8 LBS NIA 20% Slough Sedge Carex Obnu to 8 LBS NIA 20% Soft Rush Juncus Effusus 8 LBS N/A 10% Small Fruited Bulrush Scir us Microcar us 8 LBS NIA lox shrubs Common me" Botanical Name C". at" a/c Spacing Not" Cornus Sericea Mahonia A uifolium 330 Cutting 5 Feet Make a hole with rebor or similar implement. Install cuttings with buds facing up, with 213 of cutting below ground. Plant in some species clusters of 20 - 40 Douglas S irea S irea Dou losii 330 Cutting 5 Feet ZONE 4 — BOTTOM OF BASIN VEGETATION ZONE — 97,334 SF Seeding Common Name Botanical Name C". Size Re to Notes % By wokht Meadow Foxtail Alo ecurus Pratensis 45 LBS NIA 40% Seed at a Rate of 20 Pounds per acre Colonial Bentgross A rostis Tenuis 45 LBS NIA 20% SlouGh 5odge Carex Obnu to 45 LBS NIA 20% Soft Rush Juncus Effusus 45 LBS N/A 10% Small Fruited Bulrush Scir us Microcar us 45 LBS N A 10% DETENTION FACILITY TREE SYMBOL LEGEND (SHEETS L1.0 AND L1.1) PAPER BIRCH - SEE ZONE 1 UPLANDS PLANT MATERIALS LIST ABOVE. 0 SHORE PINE - SEE ZONE I UPLANDS PLANT MATERIALS LIST ABOVE, MATCHLINE SHEET L1.6 4 1 r T-rr-----T-FT— SHEET INDEX MAP NTS SCALE 30 0 15 30 60 ( FEET ) 1 INCH = 30 FT N I PROJECT REF: FAC03-0011 This plan sheet reflects the City of Auburn's minimum landscaping requirements. y, Approved By I�ISC.M-S*& - Date Approved. 03.2Z'03 3 � S 4$ 8 � W 9 q �aCo 3 R ZO 3 i CL Z � v LIJ V) � J c� z 3 o V LL Uz Uj I•Q. m 00 LU P07) U. J ZO 0 4 W O CC � ca Q 0 I O II � W U m Q C/) WAWWIGM famwmm LwaIkAR[ AftO4IWCT 1 11BBB E AB CMWICAN NM M2 a a M 0 Q 0 ti ti � o Z m m O � w U Z O h U W W a m SHEET L 1.5 7 row FROMFILVOTA OF s a PLANT MATERIALS LIST FOR SHEET L1.6 .� I MATCHLINE SHEET L1.5 QTY SYM. BOTANICAL NAME COMMON NAME SIZE REMARKS �$ I I E_> 1 COG CHAMAECYPRESS OBTUSA GRACILIS HINOKI CYPRESS 4' B&B F 3 ARRS ACER RUBRUM 'RED SUNSET' RED SUNSET MAPLE 2" CAL B&B I 7 TPH THUJA PLICATA 'HOGAN' HOGAN RED CEDAR 6'-7' B&B I _ — O I 149 VTSB VIBURNUM TINUS 'SPRING BOUQUET' SPRING BOUQUET VIBURNUM 5 GAL CAN 0 4' 0/C �.-:- ASPHALT APRON AT ENTRY DRIVE 10 RGS RHODODENDRON 'GRACE SEABROOK' 'HIND RHODODENDRON 21"-24" B&B ®4' 0/C 10 AHC AZALEA CRIMSON" HIND CRIMSON AZALEA 2 GAL CAN ® 4' 0/C �- 1 TPH GROUNDC04ER -" As Read CD COTONEASTER DAMMERI'CORAL BEAUTY' BEARBERRY COTONEASTER 1 GAL. PLANT 30" OC NOgS 1. CODE REQUIRED SPACING SHALL SUPERCEDE GRAPHIC REPRESENTATION ON PLAN SHEET. 2. NO SUBSTITUTION OF PLANT MATERIAL, SIZE, OR SPACING WITHOUT WRITTEN APPROVAL FROM PLANNING DEPARTMENT. I IE I I I i I I � I LLl Z I Lij , I I D: i I U I j � I U Q I 0- I IC ql I 2 TPH EXISTING EVERGREE AND DECIDUOUS TREES TO REMAIN. CD 0 30" O/C — 149 VTSB 2 TPH APPROX. LIMIT OF -- EDGE OF EXISTING EXISTING VEGETATII 2 TPH UNDER DIRECTION OF OWNER'S REPRESENTATIVE, FIELD ADJUST PROPOSED TREES AND SHRUBS TO FIT WITH -"----""--'"- EXIS7ING TREES. (TYPICAL) PROPOSED TREES SHALL NOT EXCEED CODE REQUIRED ---------- SPACING OF 30 FEET ON -CENTER. r77----- 3 ARRS LANDSCAPE TREATMENT NOT REQUIRED I THISI AREA. j(ASPF{ALT' APRON) I II � EXISTING.,tiATIVE VEGETATION TO�EMAIN J ^?' ABC � �? ,yi 1,v yr "'IHYlgpltitpu^ .� W I (2) 2X2 S4S OF S' STAKES - DO NOT PENETRATE ROOT BY.L WITH STAKES. DRIVE 3' MM. TREE TIES REMOVE BURLAP AND TWINE FROM TOP 113 OF BALL AFTER STAKING REMOVE ALL TWINE AROUND BASE OF TREE TRUNK TO THE FIRST BRANCH. PLACE ROOT BALL CROWN APPROX. 1 INCH HIGHER THAN GROWN IN NURSERY PROMDE A BMRK MULCH WATER BASIN O APPROX. 24 INCH DIA. AND 2 INCH DEPTH IN ALL PLANTING AND LAWN AREAS. TOPSOIL MIX WKnLL INSTALL ROOT CONTROL RAMER IN PIMMW GLOWS AND OTHER SITUATIONS WHEN NEXT TO PAVING AND SIDEWALK AREAS. SLOW PRODUCT FOR APPROVAL. INSTALL PER MANUFACTURER'S INSTRUCTIONS. TREE PLANTING DETAIL NTS 3" DEPTH STRAW MULCH. F 18" DIAMETER CIRCLE AROL SHRUB IN SEEDED AREAS. AMENDED NATIVE TOPSOIL BACKFILL G►3171ilgi11A7�I15�49:bYW11� FIRMLY PACK SOIL AROUND TUBELING SO THAT NO AIR POCKETS REMAIN. DO NOT BEND OR BREAK ROOTS. 1 GALLON CONTAINER PLANTING DETAIL (DETENTION FACILITY) NTS FINISH GRADE \\N/ ,\ PLUG PLANTING (DETENTION FACILITY) PLANT SPACING DETAIL (DETENTION FACILITY) $\�J� SPECIFIED PLUG POCKET PLANTING BACKFILL MIX OF \\ AMENDED NATIVE TOPSOIL. 7'AMENDED NATIVE BACKFILL NTS "' ^ "'ELING PLANTS AND OFFSET TO AVOID STRAIGHT ROWS. O.C. (ON CENTER) PLANTING GRID CLUMP AND SCATTER PLANTS OF VARIOUS SPECIES TOGETHER NTS SHEET INDEX MAP NTS SCALE 30 0 15 30 60 ( FEET ) 1 INCH = 30 FT N PROJECT REF: FACO3-0011 This plan sheet reflects the City of Auburn's minimum landscaping requirements. Approved By. Date Approved: CS9'25'03 n � m 0. c J c co m a 0 0 z 2 3 w o Q z � J (n � J ` C9 Z �Z o U LL J CL CL ca c�1 �co ^ z� CL Cr CL ca Q R I 0 II � m W U Q N STATE OF LANDOICAM =T CEtN TE NQ 312 a a �T o Q P k�i1 O1 o U � z I m m ❑ � ti O U O U z cc a o a a nm QQ j Lr o a � � U g � rn W a 0 m ❑ m ❑ z � > m a Z SHEET L1.6 1 75a DWG INDE &d &6 .V W L W `v i E W 0 1 I0 O G n � 1. 4" SLV 4" SLV 4" SLV 4" SLV 4" SLV 4" SLV 4" SLV Al 6" SLV 2' GENERAL KEY SCHEDULE 40 SLEEVES -4" - 6" AS NOTED CLASS 200 PVC PIPE - TYPICAL IRRIGATION WATER METER (BY OTHERS) POINT OF CONNECTION WITH 2" BALL VALVE 2" DOUBLE CHECK VALVE - SEE DETAIL 1" QUICK COUPLING VALVE W/ LOCKING LID C) MANUAL DRAIN VALVE NOTES SHRUBS HEADS IN RAINBIRD 1806 PRS BODIES. INSTALL VALVE BOXES PERPENDICULAR TO WALLS, WALKS, AND CURBS, PLACE TWO (2) VALVES IN SAME VALVE BOX WHEN POSSIBLE. INSTALL HEADS FLUSH WITH TOP OF WALKS, WALLS, AND CURBS. 110 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURA FE TURES I I RAINBIRD P.E.B. SERIES ELECTRIC VALVES — SEE DETAIL L A ' THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR CONTROL VALVE NUMBER, G.P.M., AND VALVE SIZE OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST B RAINBIRD ESP —MC CONTROLLER AS NOTED DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. HEAD KEY DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WFIEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN HEAD COMPANY & CAT. NO. RADIUS G.P.M. P.S.I. CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL � RAINBIRD f0 SERIES f0 .39-1.57 30 ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. I � O RAINBIRD 12 SERIES 12 .65-2.6 30 421 O RAINBIRD 15 SERIES 15 .93-3.7 30 ♦ RAINBIRD 15 S.S.T STRIP 1.2 30 RAINBIRD 15 E.S.T STRIP .61 30 e RAINBIRD 6504 FALCON SERIES W/ #6 & #8 NOZZLES ADJ. 5.5-7.4 50 0 e RAINBIRD 3500 SERIES W/ #1 & #'1.5 NOZZLES ADJ. .92-1.28 35 I NOTE: USE V.A.N. SERIES NOZZLES WHERE REQUIRED TO PROVIDE ADEQUATE COVERAGE FOR ALL PLANTING AREAS THROUGHOUT THE SITE. N J ti "4. W U) POTENTIAL UNDERGROUND W Z rj I 2 UTLJF (Ina / HPc Q — — ---------------------� PROVIDE AND INSTALL MAINLINE ISOLATION --\ Al _ VALVE THIS LOCATION. ISOLATION VALVE fl r-_/RI_ LANE2.5" MAINLINE 5" TO BE SAME SIZE AS MAINLINE 2" -�. 4" 6" SLV 6" SLV h N i 2 5- MAINLINE .r \\ 4" SLV ..... lfil 3 E oq JI 2 3 4" SLV V I I 0 I 1 9 + 6 SHEET INDEX MAP NTS SCALE 30 0 15 30 60 ( FEET ) 1 INCH = 30 FT N I SEE SHEET L2.4 FOR IRRIGATION DETAILS. 7 A S u Of � I u a 16 m q m ® � 3 w °a c O _2 3 e- z� v_ LLJ J c� z 3 I 7 L O U Q L J Z� Z co L O ci Z U)0 = w CD Of m Q O I O ,II � W STALE OF WAS^^ REGI GTDN RECIE ERED SC UNDAPE ARCHITECT U 11ERTW" E NO. 312 o P ti FW- N Y U O m On o w > o w a a o 0 2 � m m W O � 3 w N Q h 0 05 NSTR SHEET L2. 0 it )7st� E O?♦ m GENERAL KEY I SCHEDULE 40 SLEEVES -4" - 6" AS NOTED I CLASS 200 PVC PIPE - TYPICAL I IRRIGATION WATER METER (BY OTHERS) POINT OF CONNECTION WITH 2" BALL VALVE I 2" DOUBLE CHECK VALVE - SEE DETAIL I 1" QUICK COUPLING VALVE W/ LOCKING LID I MANUAL DRAIN VALVE I RAINBIRD P.E.B. SERIES ELECTRIC VALVES - SEE DETAIL I CONTROL VALVE NUMBER, G.P.M., AND VALVE SIZE 8 RAINBIRD ESP -MC CONTROLLER AS NOTED HEAD KEY HEAD COMPANY & CAT. NO. RADIUS G.P.M. P.S.I. I o L O RAINBIRD 10 SERIES 10 .39-1.57 30Ih I a (10 RAINBIRD 12 SERIES 12 .65-2.6 30 i2� O RAINBIRD 15 SERIES 15 .93-3.7 30 I ♦ RAINBIRD 15 S.S.T STRIP 1.2 30 p RAINBIRD 15 ES.T STRIP .61 I 30 e RAINBIRD 6504 FALCON SERIES W/ #6 & #8 NOZZLES ADJ. 5.5-7.4 50 Q e RAINBIRD 3500 SERIES I W/ #1 k /1.5 NOZZLES ADJ. .92-1.28 35 NOTE. USE V.A.N. SERIES NOZZLES WHERE REQUIRED TO PROVIDE I ADEQUATE COVERAGE FOR ALL PLANTING AREAS THROUGHOUT THE SITE. I r. U T( F" E G "1 H ---------------------J FIRE LAn;1F POINT OF CONNECTION - VERIFY LOCATION WITH - OWNER'S REPRESENTATIVE. 4" WATER METER FOR IRRIGATION IS EXISTING THIS LOCATION. PROVIDE AND INSTALL A 2' BALL VALVE, 2" DOUBLE CHECK VALVE, 1" QUICK COUPLING VALVE, AND A MANUAL DRAIN VALVE IN JUMBO FIBERGLASS BOXES AS REQUIRED. VOSRW 4" WATER METER FOR IRRIGATION. (VERIFY LOCATION) m q m 1 2 IN THE HYDRAULIC DESIGN AND PIPE SIZING, DO NOT EXCEED THE FOLLOWING G.P.M. OF WATER USAGE PER SCHEDULED PIPE SIZE. FLOW PIPE SIZE 1 — 12 Gal. 3/4" Class 200 PVC 12 — 20 Gal. 1" Class 200 PVC 20 — 30 Gal. 1 1/4" Class 200 PVC 30 — 45 Gal. 1 1/2" Class 200 PVC 45 — 60 Gal. 2" Class 200 PVC 60 — 90 Gal. 2-1/2" Class 200 PVC POTENTIAL UNDERGROUND ----------- N6 -.. PROVIDE AND INSTALL MAINLINE ISOLATION VALVES THIS LOCATION. ISOLATION VALVE TO BE SAME SIZE AS MAINLINE. .i=m1r :11111i�=i = MATCHLINE-'SHEET L2.2 NOTES SHRUBS HEADS IN RAINBIRR118061ARs B TES. INSTALL VALVE BOXES PtRPE�*CULA�/TO WALLS, WALKS, AND CURBS. PLACE TWO (2) VALVES IN,§AME)0ALVE10X WHEN POSSIBLE.:- INSTALL HEADS FLUSH h TH TOP OF, *ALKS 4ALLS' AND CURBS 110 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY/'OTHEgS IT,SHALL,QE THE RESPONSIBILt7Y OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. - THIS DESIGN IS DIAGRAMMATIC. ALL'PIPING,, IVAL, ETC. SHOWWTHIN PAVED AREAS IS FOR DESIGN CL TFICAT)ON ONLY AN&y HALL BE INSTALLED, IN PLANTING AREAS WHERE POSSIBLE. AVOID'"ANY QONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITEC�TURA�.''FEAT(/f�'ES. SFr THE IRRIGATION CONTRACTOR SHALL FLYSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE,IAND TO PRE O�RSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH 'AS POSSIBLE :MS MALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE/EXISj�NG SI�Cc W i ON$ AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO 011r, N�iIE OP MUM OPERATING PRESSURE FOR EACH SYSTEM. DO NOT WILLFULLY INSTAL THE 5PR1 R SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS INiTHE FIELD TH STRUC.T/0NS GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSI ST .T/ MT NOT H§U�EN CONSIDERED IN THE ENGIN RING. ;' H/ OR DIS SHOULD BE BROUGHT TO THE ATIE ONy 0�� 17BD��rTIVE. IN THE EVENT THIS NOTIFICATION IS {�1 M M/¢TOR SHALL ASSUME FULL RESPONSIBILI,T'1°/�/ I CONTROLLER 'A' LOCATION ON OUTSIDE OF BUILDING. VERIFY ACTUAL LOCATION WITH OWNER'S REPRESENTATIVE. PROVIDE AND INSTALL A RAINBIRD ESP-24MC WALL MOUNT CONTROLLER. 110 POWER ON A SEPARATE ,y1, CIRCUIT REQUIRED BY OTHERS. COORDINATE i 5 INSTALLATION AND POWER REQUIREMENTS WITH THE APPROPRIATE TRADES AS REQUIRED. lil #1.5 f1.5 �•5 ,�1.5 /1.5 01.5 *1 /1.5 �1.s #1 Y1.5 41.5 /1.5 /1.5 11.5 ,y15 #1.5 #1.5 14" SL V PROVIDE AND INSTALL MAINLINE ISOLATION VALVE THIS LOCATION. ISOLATION VALVE IA15 TO BE SAME SIZE AS MAINLINE. 0 1.5" -- - "� ``IIII �Il�i�� i I 1 — IfTTT SHEET INDEX MAP NTS SCALE 30 0 15 30 60 ( FEET ) 1 INCH — 30 FT N i SEE SHEET L2.4 FOR IRRIGATION I DETAILS. s M 30 L kc, � agg 0 m o0 = c °oW ii E 4 0 z 3 Z U (n CE J Z 3 Z Q o U Q U CL 2c Z O Q m V) w O m O I O '- o; w J U V1 STATE M WASHINGT REGISTERED L NDSCAPE ARCHITECT X CERII IC111E NO. 312 a P o L N U 0 m m oc 0 w CL o c=i a a y 0 i n � o q O � al �Z w 3 O 0 p SHEET L2.1 17 DWG INDE) BAN bow 7 N in GENERAL KEY SCHEDULE 40 SLEEVES -4" - 6" AS NOTED CLASS 200 PVC PIPE - TYPICAL IRRIGATION WATER METER (BY OTHERS) POINT OF CONNECTION WITH 2" BALL VALVE 2" DOUBLE CHECK VALVE - SEE DETAIL 1" QUICK COUPLING VALVE W/ LOCKING LID O MANUAL DRAIN VALVE RAINBIRD P.E.B. SERIES ELECTRIC VALVES - SEE DETAIL CONTROL VALVE NUMBER, G.P.M., AND VALVE SIZE 8 RAINBIRD ESP -MC CONTROLLER AS NOTED HEAD KEY HEAD COMPANY & CAL NO. RADIUS G.P.M. P.S.I. Q� ra Qj RAINBIRD 10 SERIES 10 .39-1.57 30 lh r, RAINBIRD 12 SERIES 12 .65-2.6 30 1 O RAINBIRD 15 SERIES 15 .93-3.7 30 ♦ RAINBIRD 15 S.S.T STRIP 1.2 30 p RAINBIRD 15 E.S.T STRIP .61 30 e RAINBIRD 6504 FALCON SERIES W/ #6 & 08 NOZZLES ADJ. 5.5-74 50 e RAINBIRD 3500 SERIES W/ j1 & /1.5 NOZZLES ADJ. .92-1.28 35 NOTE: USE V.A.N. SERIES NOZZLES WHERE REQUIRED TO PROVIDE ADEQUATE COVERAGE FOR ALL PLANTING AREAS THROUGHOUT THE SITE. NOTES SHRUBS HEADS IN RAINBIRD 1806 PRS BODIES. INSTALL VALVE BOXES PERPENDICULAR TO WALLS, WALKS, AND CURBS PLACE TWO (2) VALVES IN SAME VALVE BOX WHEN POSSIBLE. INSTALL HEADS FLUSH WITH TOP OF WALKS, WALLS, AND CURBS. 110 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK—UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. IN THE HYDRAULIC DESIGN AND PIPE SIZING, DO NOT EXCEED THE FOLLOWING G.P.M. OF WATER USAG� PER SCHEDULED PIPE SIZE. FLOW PIPE SIZE 1 — 12 Gal. 3/4" Class 200 PVC 12 — 20 Gal. 1" Class 200 PVC 20 — 30 Gal. 1 1/4" Class 200 PVC 30 — 45 Gal, 1 1/2" Class 200 PVC 45 — 60 Gal. 2" Class 200 PVC 60 — 90 Gal. 2-1/2" Class 200 PVC POTENTIAL UNDERGROUND SHEET INDEX MAP NTS SCALE 30 0 15 30 60 ( FEET ) 1 INCH — 30 FT SEE SHEET L2.4 FOR IRRIGATION DETAILS. s Y � n � u �o rn 4 0. 0 i0 m q ;C o y tmt N C w MM y R a a' 0 ti z_ 2 3 � N li —J Z 3 ZO Q U Q u J CL z 0 L O Q m O a m Q 0 0 ,II z w J j STATE D ^^� GTON VEGISNERED RGIE LANDSCAPE ARCHCIECT U 11' 1NOIMS L 00 CFRTFICATE NA 312 a o P N U Oi O Go m O ~ Q Y H U Q 2 K O a M O a �- a] W � uZ W 3 � O C) SHEET L2.2 pp a 7" 171b DWG INDEX: X56W XSal8n F D C .] , t E L E C T R I C RI i i 2RIGATION CONTROLLER 'B' THIS APPROXIMATE OCATION. VERIFY ACTUAL LOCATION WITH IWNER'S REPRESENTATIVE. PROVIDE AND JSTALL A RAINBIRD ESP-8MC CONTROLLER, RAINBIRD 'ED—DD16 PEDESTAL, AND STRONGBOX 'QUICKPAD' IOUNTING SYSTEM. INSTALL CONTROLLER, PEDESTAL, AND IOUN77NG PAD PER MANUFACTURER'S RECOMMEDATIONS. 10 POWER ON A SEPARATE CIRCUIT REQUIRED BY OTHERS. OORDINATE INSTALLATION AND POWER REQUIREMENTS 7TH THE APPROPRIATE TRADES AS REQUIRED. JSTALL CONTROLLER AND PEDESTAL MOUNT PER IANUFACTURER'S RECOMMENDATIONS. OINT OF CONNECTION — VERIFY LOCA77ON WITH WNER'S REPRESENTATIVE. 2" IRRIGATION WATER ETER PROVIDED BY OTHERS. PROVIDE AND (STALL A 2' BALL VALVE, 2" DOUBLE CHECK ALVE, 1" QUICK COUPLING VALVE, AND A ANUAL DRAIN VALVE IN JUMBO FIBERGLASS ORES AS REQUIRED. w ti G7 GENERAL KEY SCHEDULE 40 SLEEVES —4" — 6" AS NOTED CLASS 200 PVC PIPE — TYPICAL IRRIGATION WATER METER (BY OTHERS) POINT OF CONNECTION WITH 2" BALL VALVE 2" DOUBLE CHECK VALVE — SEE DETAIL 1" QUICK COUPLING VALVE W/ LOCKING LID MANUAL DRAIN VALVE RAINBIRD P.E.B. SERIES ELECTRIC VALVES — SEE DETAIL CONTROL VALVE NUMBER, G.P.M., AND VALVE SIZE 8 RAINBIRD ESP —MC CONTROLLER AS NOTED HEAD KEY HEAD COMPANY & CAT. NO. RADIUS G.P.M. P.S.I. p ra O RAINBIRD 10 SERIES 10 .39-1.57 30 6 0 RAINBIRD 12 SERIES 12 .65-2.6 30 O RAINBIRD 15 SERIES 15 .93-3.7 30 ♦ RAINBIRD 15 S.S.T STRIP 1,2 30 RAINBIRD 15 E.S.T STRIP .61 30 e RAINBIRD 6504 FALCON SERIES W/ #6 & 18 NOZZLES ADJ. 5.5-7.4 50 Q RAINBIRD 3500 SERIES W/ #1 & #1.5 NOZZLES ADJ. .92-1.28 35 NOTE: USE V.A.N. SERIES NOZZLES WHERE REQUIRED TO PROVIDE ADEQUATE COVERAGE FOR ALL PLANTING AREAS THROUGHOUT THE SITE. NOTES SHRUBS HEADS IN RAINBIRD 1806 PRS BODIES. INSTALL VALVE BOXES PERPENDICULAR TO WALLS, WALKS, AND CURBS. PLACE TWO (2) VALVES IN SAME VALVE BOX WHEN POSSIBLE. INSTALL HEADS FLUSH WITH TOP OF WALKS, WALLS, AND CURBS. 110 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK—UP FROM THE ELECTRICAL OUTLET T�,�jFIF, tta„, AUTOMATIC CONTROLLER. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE COND17IONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, SUCH OBSTRUC7IONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICA77ON IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. IN THE HYDRAULIC DESIGN AND PIPE SIZING, DO NOT EXCEED THE FOLLOWING G.P.M. OF WATER USAGE PER SCHEDULED PIPE SIZE. FLOW PIPE SIZE 1 — 12 Gal. 3/4" Class 200 PVC 12 — 20 Gal. 1" Class 200 PVC 20 — 30 Gal. 1 1/4" Class 200 PVC 30 — 45 Gal. 1 1/2" Class 200 PVC 45 — 60 Gal. 2" Class 200 PVC 60 — 90 Gal. 2-1/2" Class 200 PVC POTENTIAL UNDERGROUND SHEET INDEX MAP NTS SCALE 30 0 15 30 60 ( FEET ) 1 INCH = 30 FT SEE SHEET L2.4 FOR IRRIGATION DETAILS. Y m p � 7 ttD cl A o pmp u 0 Ia N 4 v u O ti i 'z a F wo z J (n li J ` Ili` C� Z 3 C o U Q L Z� Z 1^ 7 00 QZ co w O m Q a O I O "II 2 W � U STATE OF NG REGISTERED LANDSCAPE ARCRITECT U THQIAS E JONES CERTWrATE NQ 312 a P o N U 0 al ca p o w > p w a a QQf a Qf 0 a q O m � > p ¢ m �Z W 3 W 0 0 5 0 SHEET L2.3 �l�t 51 rd �Y 1• i I I F E D C L' A GENERAL KEY NOTES SCHEDULE 40 SLEEVES -4" - 6" AS NOTED SHRUBS HEADS IN RAINBIRD 1806 PRS BODIES. INSTALL VALVE BOXES PERPENDICULAR TO WALLS, WALKS, AND CURBS. CLASS 200 PVC PIPE - TYPICAL PLACE TWO (2) VALVES IN SAME VALVE BOX WHEN POSSIBLE. IRRIGATION WATER METER (BY OTHERS) INSTALL HEADS FLUSH WITH TOP OF WALKS, WALLS, AND CURBS. POINT OF CONNECTION WITH 2" BALL VALVE 110 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGA7ON 2" DOUBLE CHECK VALVE - SEE DETAIL CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. i" QUICK COUPLING VALVE W/ LOCKING LID THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING 0 MANUAL DRAIN VALVE AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. RAINBIRD P.E.B. SERIES ELECTRIC VALVES - SEE DETAIL CONTROL VALVE NUMBER, G.P.M., AND VALVE SIZE - THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST I' DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW 8 RAINBIRD ESP -MC CONTROLLER AS NOTED CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH ---- SYSTEM. HEAD KEY DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN HEAD COMPANY & CAT NO. RADIUS G.P.M. P.S.I. CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. ra O RAINBIRD 10 SERIES 10 .39-1.57 30 RAINBIRD 12 SERIES 12 .65-2.6 30 O RAINBIRD 15 SERIES 15 .93-3.7 30 RAINBIRD 75 S.S.T STRIP 1.2 30 RAINBIRD 15 E. S.T STRIP .61 30 e RAINBIRD 6504 FALCON SERIES W/ #6 & /8 NOZZLES ADJ. 5.5-Z4 50 11 in RAINBIRD 3500 SERIES - W/ #1 & ,#1.5 NOZZLES ADJ. .92-1.28 35 NOTE USE V.A.N. SERIES NOZZLES WHERE REQUIRED TO PROVIDE ADEQUATE COVERAGE FOR ALL PLANTING AREAS THROUGHOUT THE SITE SLV 4" SLV IN THE HYDRAULIC DESIGN AND PIPE SIZING, DO NOT EXCEED THE FOLLOWING G.P.M. OF WATER USAGE PER SCHEDULED PIPE SIZE. FLOW PIPE SIZE 1 — 12 Gal. 3/4" Class 200 PVC 12 — 20 Gal. 1" Class 200 PVC 20 — 30 Gal. 1 1/4" Class 200 PVC 30 — 45 Gal. 1 1/2" Class 200 PVC 45 — 60 Gal. 2" Class 200 PVC 60 — 90 Gal. 2-1/2" Class 200 PVC 4" SLV 4" SLV I 4" SLV _SLV 4" SLV 4" SLV FIELD ADJUST MAINLINE AND LATERALS TO AVOID CONFLICT WITH EXISTING TREES. HAND TRENCH WERE REQUIRED TO AVOID DAMAGE TO ROOT SYSTEM. ME 4" 4"',SL V! 4° SLV 1 i �j o Le" C, v D 1 S P. A D M I N. 0 POTENTIAL UNDERGROUND CONTROLLER 'C' LOCATION_24..QUI51 t.-,OF-__._..... BUILDING. VERIFY ACTUAL LOCATION WITH ---OWNERS- REPRESENTATIVE. PROVIDE AND INSTALL A RAINBIRD ESP AMC"WA1TALINT _CONn;N iER. 110 POWER ON A SEPARATE CIRCUIT REQUIRED BY OTHERS— — INSTALLATION AND POWER REQUIREMENTS _WITH7W APPROPRIATE TRAQEi QUIRER— MATCHLINE SHEET L2.5 POLY FLEX RISER DETAIL GRADE ING / TURF HEAD ELL FITTING ARLEX ST. ELL 'LEX PIPE ELL FITTING ........ �L LINE NTS LADE VEN HEAD 'PLE T. ELL & ELBOW 'PLE REET ELL "„..... LINE ADJUSTABLE RISER DETAIL (FOR GEAR DRIVEN HEADS ONLY) NTS CONTROL VALVE & BOX DETAIL DOUBLE CHECK VALVE DETAIL 3ERGLASS BOX N. 2" COIL ON )NTROL WIRE ECTRIC CONTROL IL VE W/ FLOW )NTROL HANDLE V.C. UNION ON ONE 7E OF VALVE N. 2 CU. FT. WASHED 2AVEL SUMP SHEET INDEX MAP NTS SCALE 30 0 15 30 60 ( FEET ) 1 INCH = 30 FT N FINISH GRADE QUICK COUPLING VALVE 24" #4 REBAR STAKE W/ (2) S.S. HOSE CLAMPS P.V.C. NIPPLE P.V.0 STREET ELL & ELBOW lJ � � P.V.C. STREET ELL MAINLINE P.V.C. NIPPLE _ QUICK COUPLING VALVE DETAIL NTS NTS FIBERGLASS BOX W/ LOCKING LID FINISH GRADE DOUBLE CHECK VALVE GALV. PIPE & FITTINGS TO P.V.0 ADAPTER & MAIN LINE GALVANIZED UNIONS MIN. 4 CU. FT OF WASHED GRAVEL SUMP 71 NTS iV m w go a m m ^ ❑ pp 3 _ m Loa a u mm � m a 0 2 3 z cr wl o _ (n Li J Z 3 O U Q zI Z Q m L P-1 o� z � Q w It 0 It a m � Q O I O i Ln STATE Of WASHINGT REGISTERED LANDSCAPE ARCN1T THOMAS L imm CEA71F1CATE Na 312 a a 0 Q 0 N U 0 m m o w Q 0 w a a o U Q � FA 0 n a �o 'm > m o 'm Z o �? 3 In Q h W oos o SHEET C L2.4 7- ►750 MATCHLINE SHEET L2.4 I F � ILL I i E I t i I I i a FIELD ADJUST MAINLINE AND EA7ERALS TO AVOID CONFLICT WITH EXISTING TREES. HAND TRENCH WHERE REQUIRED TO AVOID DAMAGE TO ROOT SYSTEM. T OF CONNECTION — VERIFY LOCATION WITH ` ! OWNER'S REPRESENTATIVE. 1.5" IRRIGATION WATER _..METER PROVIDED BY OTHERS. PROVIDE AND INSTALL A 2' BALL VALVE, 2" DOUBLE CHECK C VALVE, I" QUICK COUPLING VALVE, AND A _ { - __MANUAL DRAIN VALVE IN JUMBO FIBERGLASS / BOXES AS REQUIRED. I EXISTING -..NATIVE VEGETATION TO.:ffMAIN ` ems, Sa GENERAL KEY SCHEDULE 40 SLEEVES -4" - 6" AS NOTED CLASS 200 PVC PIPE - TYPICAL IRRIGATION WATER METER (BY OTHERS) POINT OF CONNECTION WITH 2" BALL VALVE 2" DOUBLE CHECK VALVE - SEE DETAIL 1" QUICK COUPLING VALVE W/ LOCKING LID MANUAL DRAIN VALVE RAINBIRD P.E.B. SERIES ELECTRIC VALVES - SEE DETAIL CONTROL VALVE NUMBER, G.P.M., AND VALVE SIZE B RAINBIRD ESP -MC CONTROLLER AS NOTED HEAD KEY HEAD COMPANY & CAT. NO. RADIUS G.P.M. P.S.I. iJ a�, O RAINBIRD 10 SERIES 10 .39-1.57 30 RAINBIRD 12 SERIES 12 .65-2.6 30 Q RAINBIRD 15 SERIES 15 .93-3.7 30 ♦ RAINBIRD 15 S.S.T STRIP 1.2 30 RAINBIRD 15 E.S.T STRIP .61 30 e RAINBIRD 6504 FALCON SERIES W/ #6 & y8 NOZZLES ADJ. 5.5-7.4 50 Q e RAINBIRD 3500 SERIES W/ #1 & ,/1.5 NOZZLES ADJ. .92-1.28 35 NOTE: USE V.A.N. SERIES NOZZLES WHERE REQUIRED TO PROVIDE ADEQUATE COVERAGE FOR ALL PLANTING AREAS THROUGHOUT THE SITE NOTES SHRUBS HEADS IN RAINBIRD 1806 PRS BODIES. INSTALL VALVE BOXES PERPENDICULAR TO WALLS, WALKS, AND CURBS. PLACE TWO (2) VALVES IN SAME VALVE BOX WHEN POSSIBLE, INSTALL HEADS FLUSH WITH TOP OF WALKS, WALLS, AND CURBS. 110 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK—UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. IN THE HYDRAULIC DESIGN AND PIPE SIZING, DO NOT EXCEED THE FOLLOWING G.P.M. OF WATER USAGE PER SCHEDULED PIPE SIZE. FLOW PIPE SIZE 1 — 12 Gal. 3/4" Class 200 PVC 12 — 20 Gal. 1" Class 200 PVC 20 — 30 Gal. 1 1/4" Class 200 PVC 30 — 45 Gal, 1 1/2" Class 200 PVC 45 — 60 Gal. 2" Class 200 PVC 60 — 90 Gal. 2-1/2" Class 200 PVC POTENTIAL UNDERGROUND SHEET INDEX MAP NTS SCALE 30 0 15 30 60 1111111116 ( FEET ) 1 INCH a 30 FT N SEE SHEET L2.4 FOR IRRIGATIOr: DETAILS. 0 Ob I 0 1 ? A R 0 a c' go 7 .g r� _ q Y C 4 z ti z Y Q 3 10 z cc Z ,4? (n i J 2 3 Q C) C) V � J zo Z Q m 1^O cc LWL coO 1� w � a � 1 m Q O I O I I a w J m U < cn ^.� STATE OF WASHIN NECIEKED RM U LANDSCAPE LAARCXIIECi I� 111p11AS E A!S CmTIFICA a NM 312 0 < 0 W L N t_ ti U O a a w o 0 w ° a o c=i ¢ a 0 � a 0 m m o m ~ w o Z Z w � 3 � ij O g SHEET I — o 4 C 17�a