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HomeMy WebLinkAbout05D1844GAS (PRIVATE) t4 r NW 1 /4, SECTION 27, TOWNSHIP 21 N, RANGE 5 Eq W.M. INSTALL NEW ASPHALT EXG FH EB �' PER COA STD TRAFFIC-02 �'7:7�/ ��.1�//��/� i 'i /%,�%� //� ��' �i /f i� �� ��%/� ���i' // /#W�� �/R V Z2 GENERAL !10TES 1. THIS I;EVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURWS 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 BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. 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. LOCATOONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONT` ACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHO`A' I ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPC14SIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL L NDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY GERIHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPC14SIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVEI,NED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WAS14JIGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (W/JER, SANITARY SEWER, STORM SEWER, GAS, POWER, TILE` i!ONF 1TI1) TELEVISION). NEW INFTLTPATION DRYWELL PER D1L i/C4 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 THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 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. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCf PTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMEN I" HANDOUT. SITE PLAN NORT� CONSTRUCTION SEQUENCE 1. ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN. 2. ESTABLISH CLEARING AND GRADING LIMITS" FOR THE SITE. 3. INSTALL CONSTRUCTION ENTRANCE , SILT FENCE, CATCH BASIN INSERTS AND OTHER EROSION & SEDIMENTATION CONTROL MEASURES AS NECESSARY. 4. DEMOLISH ALL PAVING, WATER LINES AND SEWER LINES, AS NOTED ON PLANS. 5. BEGIN FINAL SITE AND BUILDING PAD FINE GRADING OPERA,IONS, THE CONTRACTOR SHALL ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO THE ADJACEN F 'ROPERTIES OR TO NEW DRYWELL. 6. AS CONSTRUCTION PROGRESSES REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". 7. BEGIN INSTALLATION OF STORM, WATER, SEWER AND UTILITIES. 8. BEGIN ASPHALT, CURB, AND LANDSCAPE INSTALLATION. 9. REMOVE TESC MEASURES & STABILIZE ANY EXPOSED SOILS. CONSTRUCT NEW S/W TO MATCH EXG EARTH WORK UANTITIES & NOTES CUT 750 CY FILL 2,050 CY EXPORT OF UNSUITABLE SOIL: 750 CY IMPORT OF SELECT FILL: 2,050 CY THESE QUANTITIES ARE ESTIMATES ONLY AND SHOULD NOT BE USED FOR BIDDING PURPOSES. IMPORTED FILL MATERIAL MUST ORIGINATE FROM A SOURCE APPROVED BY THE CITY OF AUBURN BUILDING OFFICIAL. EXISTING GRAVEL GAS (PRIVATE)------,, ABBREVIATIONS BLC - BUILDING CORNER MH - MANHOLE C -, COMPACT MJ - MECHANICAL JOINT CB - CATCH BASIN OH - OVERHEAD CL - CLASS PL - PROPERTY LINE CO - CLEAN OUT R - RADIUS D - STORM DRAIN RW - RIGHT-OF-WAY DDCV - DOUBLE DETECTOR CHECK VkVE SS - SANITARY SEWER DI - DUCTILE -IRON SO FT - SOUARE FEET DS - DOWNSPOUT S/W - SIDEWALK D/W - DRIVEWAY TC - TOP OF CURB EL - ELEVATION TP - TEST PIT ESMT - EASEMENT LINO - UNLESS NOTED OTHERWISE EXG - EXISTING FD - FOUNDATION DRAIN S - SOUTH FDC - FIRE DEPT. CONNECTION W - WEST FF - FINISH FLOOR E - EAST FH - FIRE HYDRANT FL - FLANGE JOINT N - NORTH HC - HANDICAP NW - NORTHWEST IE - INVERT ELEVATION SW - SOUTHWEST LF - LINEAR FEET NE - NORTHEAST I - LANDSCAPING SE - SOUTHEAST UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR 10 CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-ROO-424-5555 AND THEN POTHC,,_ING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH W RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. DATE: I1 I Lt/ VMI I IUN: CONFIRMED BY CITY: DAB; N VICINITY MAP rv�m'„ V F- U t� U) 0= CO d J > 00 f ` N w lil cn N tl ❑ it � � lu�l z W s d rr F- +� J > 00 0 Z N z w WATER :RVING m PROPERTY << 1 = 300 OWNER WASHINGTON ASSOCIATION OF SEVENTH DAY ADVENTISTS J 20015 BOTHELL EVERETT HIGHWAY SE ►= BOTHELL, WA 98012 0 (425) 481-7171 -' ARCHITECT LEGEND GENERATIONS / TERRACE CONSTRUCTION DESCRIPTION NEW EXISTING MICHAEL G. PARICH, ARCHITECT EX. 12" STORM 8701 SE CAUSEY AVENUE, SUITE 7 STORM SEWER D PORTLAND, OR 97266 SANITARY SEWER S EX. 8" SEWER (503) 594-2254 WATER w EX. 2" WATER ENGINEER AC PAVING RUPERT ENGINEERING, INC. CONCRETE PAVING DAVE DORMIER, PE 1519 WEST VALLEY [MY. N. SUITE 101 GRAVEL AUBURN, WA. 98001 (253) 833-7776 LANDSCAPING SPO TELEVATIONS � xx�xx (�GVD �x.xx (NGVD) 4; SURVEYOR HOLMVIG, DEWITT, AND ASSOCIATES CONTOURS / 50 MIKE DEWITT 1036 COLE ST STORM MANHOLE 0 w- ENUMCLAW, WA 98022tz (360) 825 6%3 STORM CATCHBASIN ■ 0 SANITARY SEWER MANHOLE 0 SHEET INDEX WATER VALVE „ A Cl - SITE PLAN C2 - TESC PLAN FIRE HYDRANT >J C3 - DRAINAGE, GRADING & UTILITIES PLAN C4 --DETAILS TELEPHONE MANHOLE TO W MJ C5 - WATER SYSTEM CROSS -CONNECTION CONTROL PARCEL NUMBER POWER VAULT P� � = g STREET LIGHT a ' `8' 2721059042 Lo z b arm � UTILITY POLE -1►- -o FOUND CASE MON ® DATUM ro z co Q 1=<:1 z ci� oVERTICAL 19-11 RAILROAD SPIKE IN ACHOR POLE GAS METER l `' o AT THE NORTH SIDE OF ACADEMY DRIVE, AT CORNER 1300 FEET M/L NORTH OF GUY WIRE ANCHOR AUBURN WAY SOUTH, POLE #3400 ELEV=407.22 NAVD 88 TELEPHONE JUNCTION BOX �( LEGAL DESCRIPTION ROOF DRAIN POWER POLE W/TRANSFORMER p A PORTION OF THE AUBURN ADVENTIST ACADEMY LOCATED UNDERGROUND POWER IN THE NORTHWEST QUARTER OF SECTION 27, TOWNSHIP 21 SIGNAL POLE w a■rri- _ 1 y- NORTH, RANGE 5 EAST, W.M. KING ,p 317415©� COUNTY WASHINGTON. FG/STE.�. �• s7�%NA L EXPIRES 12/13/200,' DATE 3/ 12/04 DRAWII MC CHECKED DED JOB NO. 03123 SHEET NO. c 1 TEESE PLANS ARE NIPROVED aw 01W + .. Approved 1�t _ j0o4� 0_0� imoit&y I FIE S:\03\03123\0VIL\C1.dwg Drafter Name: A. PAUL I Plat Date: MAY 19 2004 14:51:39 1 Last Modified Date: MAY 19 2004 13:27:12 1 Submittal: REVISION 3 osDis" SSMH 1115-04 RIM=386,63 IE(10")IE S1=376 73 INSTALL CATCH BASIN PROTECTION SAWCUT AND REMOVE PAVING FOR INSTALLATION PER COA STD DTL EROSION-04 OF NEW FIRE SPRINKLER LINE PER COA STD DR TRAFFIC-02 INSTALL CONSTRUCTION INSTALL CATCH BASIN PROTECTION ENTRANCE PER COA STD PER COA STD DTL EROSION-04 // DRi WAY 111 - DTL EROSION-01 SPI T RIM=387.58 REMOVE EXG S/W FOR INSTALLATION OF IE(10")(E W)=376 98 NEW FiRE SPRINKLER LINES I W. — —w— IE(8"XN)=378.08 ; ATE) ' ' IE(6")(SW)=377.33 " Q FH 10" W.(PRIVATE) — —w— — —w—--w -- -- — —w—— '—(—w— — —w' — —w— —— — ' 'r W. w———w—--w---w—--w-�-—w———w—— —w ---v EXISTING PAVING GAS (PRIVATE) .I� Co TYIE 1 RIM=386.02 IE(8"XE)=383.82 IE(8")(W)=383.62 INSTALL SILT CONTROL FENCE - PER COA STD DTL EROSION-02 (TYP) GASSY AREA GASSY AREA M CONCRETE PAD RIM=388.78 IE(10"XN,SW)=376.18 24 ELM (TO REM J#t (PUDIC) 18 EL P R 18 ELM (TO REMAIN) / w—w---w---w-- w---w— —w— --w —w --w-- /� ������' ���'� - -- - -,�' %,' / /'f/, / 77/ / i . % / ', /, �� r,1'/ / // �/ /, s� / / ,�j EXISTING PAVING / \P 1 Y / L///D/ /"(PI/B/L. C)O 10 —S— —S— — —s— --s— --S-S---S— —S —S— --S— --S— --S— —S— --s— --s—� _S---S— s---S —s— — - / — — — — — rrr=—D — ZSFF€ �t(— --� — — — — — — — — — — —Q .�—D — —D — — —D — --or —D — — 0—vFtfD----0UTI — C' — Ot a-—U —' — , .., —._ iT'—'--�--1.N1�—V ` , , XIISpTING SID ALK PIP GAS (PRIVATE) �P GAS--GAS---GAS---W— — —GAS— — — S --- --IT GAS — —GAS — — — GAS — — — — — — GAS — — GAS GAS— — — GAS — — — GAS — — — GAS — ----)GAS— — — GAS — — — GAS — --- __ -- / TWIN F F F F F /'� -^ o 1> 15 MAPLE 10 FIR (TO REMAIN) DI 12 MAPLE V, (TO REMAIN) �� GRASSY AREA (TO REMAIN) I 15 CHESSNUT ' ►� / 0 I` - 1, (TO REMAIN) 18 MAPLE 24 MAPLE 15 MAPLE Pr 14 MAPLE 18 MAPLE 113 MAPLE T2 MAPLE TO (TO REMAIN TO BE ') r' TO BE ® o . (TO REMAIN) ( , / ( �' P) ( (TO REMAIN) (TO BE REMOVED) I I PWR REMOVED) REMQv1=D) I._ /) t` REMOVED) 4' DIAMETER -- MTR7 INSTALL TEMPORARY EXG r WATER VAULT „ ,�------�--I CAP ON EXISTING �� CHAPEi- I INSTALL SILT CONTROL FENCE �J E _ _ _ _ _ _ _ SANITARY SIDE SEWER (_0y)oo. PER COA STD DTL EROSION-02 U. Jo EXG " W. EXG SSMH & PIPE TO BE REMOVED REMOVE EXG 4 I AS NEEDED ,,� S/W AS SHOWN I 18 MAPLE i r77-74i ' 48 POPLAR I (TO REMAIN) (TO REMAIN L& EXISTING SIDEWALK _ (TYPICAL) 36 P LAR f ; I GASSY AREA i� / / /y7 /1 ;� ' TO R MAIN) .; ,','' 36 POPLAR ' 4 7T771 I ' (TO REMAIN)D/ I/ ,1 r4XXr;K I / -389 L--- L------------ _-t�l�� -/ r i EXISTING SIDEWALK /,l I TO BE REMOVED rr i y EXG 3" W. " EXG NELSON HALL / 1,/� r,A S---M-PWLA (TO REMAIN) (DEMOLISHED) /r,i (TO REMAIN) 11592 SF GRASSY AREA I / r//,4----------J i ^ RIEMOVE E S/V FOR-MSTALLATICiFi ,1 7 /, �/� • OF RQO�`AINAGE PiPE / ri��/1 14 BIRCH �/ / 10 FIR I/ /1 12 HAWTHORNLL- TO REMAIN) 8 CEDAR ` r / / (O0 BE R TO R AIN � �p (" i l�i�/�i�i�"�r7r777�7�7'7�7 J� - r ( ) (TO BE REMOV�SSY AREA i//////////////// MASSY AREA 8 SPRUCE (TO REt�AlN3 REMAIN) rr->- r r-r-� r y--- y. 1.-r -1 a r r- r-y-r -> i F F F F I —'r F J per/r♦//// r//rr////r///// //r///////// //777`T777'7'7�`��7777�♦�7-'7�-'�7-���T 7��777T77�'7777'T?77`�7 ���i )rrrr/// / /r � A- ..4 —e —c .1L -4- A- ,ram A..A -e 1 1 .,u 4- .A_ A- EXISTING SIDEWALK EXISTING SIDEWALK TO BE REMOVED // / �r/,,! TO BE REMOVED EXISTING SIDEWALK (TYPICAL) I 12 PINE EXISTING SIDEWALK (TO REM 1 MAPLE jU- (TYPICAL) �O REMAIN) EXISTING SIDE LK TO BE REM / / GRASSY AREA EXISTING SIDEWALK IAIN) , I GRASSY AREA � ' TO BE REMOVED IN TALL LT CONTROL FENCE PER COA STD DTL EROSION-02 GRADING AND EROSION CONTROL NOTES 1. WITHIN iIIE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SiTE ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED iF CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR NECESSARY, j0 INSURE THAT SEDIMENT -LADEN WATER AND STORM WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CiTY STORM DRAINAGE 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, SYSTEM. TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS 2. THE SOURCES FOR 41- MATERIAL IMPORTED TO THE SITE SHALL BE NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT APPROVED BY THE CITY. CONSTRUCTION ACTIVITY. 3. THE DEIENTIOiI (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. ADDITIONAL DRAINAGE AND EROSION COdl.. O, FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PEI;MITIEE. S:\03\03123\CIViL\C2.dwg Drafter : A. PAUL I Plot Dote: MAY 19 2004 14:52:20 1 Lost Modified Date: MAY 19 2004 08:2/:54 I Submtt►al: HLV►SM 3 2-4 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAS THE POTENTIAL FOR EPOSION 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 IM,;.--)IATELY. TESC PLAN N�ow� rH THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGp+lEER3NG, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I T EXG 3" O WATER LiNE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CO TRACTOR'S CONSTRUCTION RECORDS. BY; b'J"• TITLE/POSITIOPh CONFIRMED BY CITY: DATE; DUST CONTROL NOTES: 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS r'EEDED DURING THE DAY, 3. ALL TRUCK MUST USE THE CONSTRUCT04 ENTRANCE AS SHOWN ON THE T.E.S.C. PEENS TO PREVENT CARRYING MUD INTO STREET. 4. DURING CONSTRUCTJON, ALL PROPERTIES AND ALL -PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTW, FROM ON -SITE CONSTRUCTION. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION 1. SEASONAL REQUIREMENTS: DENUDED AREAS AND SOIL STOCKPILES MUST BE STv3ILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED III TI,L- FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRAN',--7D: FROM APRIL 2 TO SEPTEMBER 30 , ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED Tu- REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER i TO APRIL i, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 2. STABILIZATION METHOD: HYDROSEEDING do MULCHING A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JU LY i AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PUNTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCTING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FiRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CA WALKED" UP SLOPE, C. FERTILIZATION - AS PER SUP1��R'S RECOMi��,IDATiONS. IJEVELOPMENTS ADJACENT TO WATER B{IES f,o .D WETLANDS MUST USE NON -PHOSPHOROUS FERTILIZER. D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORT04S PERCENT PERCENT NAME BY WEIGHT P TRI Y GERMINATION REDTOP(AGROSTIS ALBA) low. 92 90 ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 CHEWINGS FESQUE 40% 97 80 (RESTUCA RUBRA COMMUTATA) (JAMESTOWN,BANNER,SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) E. "HYDROSEEDING" APPLICATK)OS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEDUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY iN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. PROJECT REF: BLD04-0272, GRA03-C t23; STM04-0034 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIMSION'S REQUIREMENTS �? SAso%4 Approved By. .tom Date Apr .r 0 Q U z 000 cv w Z Z w z J 7 "' �✓ Z O cv J c co V) D M 0 Lv tr C] w J o J w V) •CSC 0— V) W }-- "1,~I,�i w C� v a a Q o C? 0 v U 00 tl AS 31741p i L EXPIRES 12/13/2005I CATE 3/ 12/04 DRN.% me CHECKED DE JOB NO. '13123 MEET NO. L_C2 05 i INSTALL NEW FH UTILITY CROSSING PER C.O.A. STD IE(S.04' DTL WATER-07 IE (STORM)=385.38' CLEARANCE = 5.84' SSMH 1115-04 173' IE=385.36 30 LF 6"0 PVC SDR-35 0 0.2% EXG YARD DRAIN (ELEVATIONS TO BE VERIFIED BY NTRAi RIM=387.20 IE=384.95 R1M-386.63 ? SPIGOT �+ IE(10"XE,S)=376.73 IE(8")(N)=378.08 -w- - -w ---� - w- EXG 12" CONC. GAS (PRIVATE)---, C8 TYPE 1 ----"' RIM= 386.02 IE(8"XE)=383.82 IE(8")(W)=383.62 30" TALL ROCKERY LANDSCAPE WALL _�) , OHP (PRIVATE) `F"I" 1115-03 IE(' O")(N,SW)=376. i o 10" / (PUBLIC) / 10' 4, INSTALL UL LISTED FIRE DEPT CONNECTION AND UL LISTED BREAKAWAY CAPS TAP EXISTING WATER LINE TO PROVIDE CONNECTION FOR BLDG FIRE SPRINKLERS W/CONC 5'-0" MIN. BLOCKING PER COA STD DTL WATER-01 INSTALL SPRINKLER SYSTEM POST INDICATOR INSTALL I -CARTRIDGE STEEL CATCfiBASIN BLDG. RESILIENT WEDGE GATE VALVE. SIZE PER STORMFILTER PER SPRIWLER SYSTEM CONTRACTOR DESIGN. ELEV= 390.34 14.1' DTL 2/C4 RIM=387.58 INSTALL NEW CB OVER CB (W/SOLID LID) 23.0 (TYP 2 TIES) \ IE(10")(E,W)=376.98 EXG 8"0 STORM LINE TYPE I CONTRACTOR TO VERIFY DEPTH IE(6" (SW)=377.33 RIM=387.6 10„ W H & L TION OF EXG STORM LINE 10" W.(PRIVATE) --------CLEAN -OUT SIM TO TAP EXG 8 Ifi LINE-385.80 - -w- - _ - �w__._ - - COA-STD DTL NEW 6" 45' W_ - -w- - w- „X6 - -w- - - -w- w - -W- - -W- - .r WITH ROMAC � x6 m SEWER-02 SEWER BEND �77EW 45' WYE FENCO COUPLING FOR _ UNDERGROUND USE SPRINKLER SYSTEM CONTRACTOR 1 _ I EXG 6 SAJd. SIDE SEWER 10� 10 EXG YARD - - M NEW BLS 6 SIDE -s- s- --�-S- - - - -S- - - - -s- - -S- - -S - - -s- - -s- S- - S- - -s- - - -s- - -s- SEWER PER MECH. 11 now g" v� 8" (PRIVATE) PLUMBING PLAN • '-_---►- �VV= 382.39 PP " r P ow OHP (PRIVATE) GAS PRIVATE PP COMPACTED --f " EXG 6 SIDE SEWER NEW 4 SlDEW / ( ) BEDDING OR CDF �4 M . - GAS - - GAS - - - GAS - - GAS cAS - - - s - - - AS NEW COA STD ETC - cA - - --- cap - - AS -- - __ - - c�,s - - -- GAS - - - c --. As - - 388 0 388.5 rq r / -- - " --- ___ -.. s .• i \ o�V. WEST BLDG. SIDE R C.O. . , ....�• , DE SEWS C3 4 Q I 3 NTs C 0. _ �..j 1=385:40 ' C EXG "'� IE=3 0E .12) 3 AT DOOR C RIM=387.93 ".'. w 0 --10" W. _PRIVATE) W_ ,r a Q tJ FF- acl p d Q 4� J J 5 U � Z z Z IsJ d 0 J > a, Q Z 4 N `n z V) Q VIC.O. -- EXG NAT.GAS I f i .83 r _...._.._I (•E=386.32) METER C .._._ _... i I , _INSTALL SEWER CO }It T,. R % 24.0 14.0' 1 �.�'- 24.0 WA R V,�; ..,-.. .0. IE=31�.45ME C PfR COA STD DTL --- - - - --------- SEWER-02 1 ' • 2 9 . 0% NEW 6 3034 � .76 __-- - 388.1 388.72 INSTALL NEW SS / N C 2' BUMPER PVC SEW INSTALL CITY APPROVED I --� ~ 5� 2 -- - O OVERHANG TYP. PIPE ®8. j 388.05 % �- W -- - (TYP.) BA(CFLOW fvENT1{NJ E ' 390.30 �-PEaXOA3ID 48'Tt �p C °' APEI 3' 46 -.ON FEE SPRINKLER-R R 2 _.� I EXG 3" W. I SEWER-02 FF= 4 388.55 C3 2% -- -- - - -Z 12" ODE IN 1D1ATE _..__- -- - - tip �; _ 392.3 �� NEW 2 ASPHALT �. I 2% STEP (TYP) 1% 3 INV= 585.84 7 --- C3 SEE DTL 1/C3 38g 89.35 PAVING AND " I 389.60 67% 388.94 ( NEW 3 POLY OR ' FOR MORE LAJ`t EXTRUDED CURB i_. PVC WATER LINE "----`�``' �-----3.98 - -- - 390.20 PER DTL 3/C4 INFORMATION FIELD ROUTE 1 IE=384.84) C.O. C.0 "..: 389.70 TYP. CONCRETE C•0. 40 NEW 2" ASPHALT L � �7 SIDEWALK PER C O - PAVING AND INSTALL 4" THICK 390.2 NV=384.84 DTL 4/C4 I , 5% EXTRUDED CURB "� t• :• .0. = 5.00) CONC S/W PER C.O. C.O. STD HANDICAP RAMP m PER DTL 3/C4 389.5 DTL 4 C4 I NEW 3' BALL VALVE / i' '. -� / PER COA STD DTL TYP. CONCRETE TRAFlC-26 i , IN VALVE BOX �� ff 390.20 ��✓ SIDEWALK PER C.O. (IE=389.0) t' �- INSTkL NEW SAN. SEWER `� =. -- -- -- - - _ DTL 4/C4 C.O. (IE=387.56) C O. CLEAN -OUT PER COA STD DTL + 4 �:_ .f TRASH SEWER-02 (TYP. 4 TIMES 390.3 FF= 89.84 ENCLOSURE f C.O. (IE=387.10) ..(=.) GARAGE WA R.. •• I ��K NEW 5' SIDEWALK n EXG 3" W. I / 0 L _..� C PER COA STD DTL ----w- --w-- w-- w .......�'::::•:. 4 -aC tom. 90. 0 ; TRAFFIC-24 (TYP) AIC'IAI WND►J DI III 1111KIP 1 FIRE SPRINKLER NOTE: SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: A. FIRE SPRINKLER LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. LINE SIZES SHOWN ARE ESTIMATES FOR LAYOUT PURPOSES. D. BACKFLOW PROTECTIC14 IS RE" '�" ;-,D ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLA" OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STAIE CERTIFIED LEVEL "J" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-016. A POST INDICATOR VALVE WILL BE INSTALLED ON TIIE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER .SYSTEM WITEN REQUIRED FOR REPAIR. 388.73 0.20 90. ' . 3 NORTH WEST DORM ENTRANCE C3 I "=10' NORTH �9 DRAINAGE GRADING & UTILITIES PLAN NORTH 772 0' 31741�q L E F EXPIRES 12/ 13 f 200! UTILITY CONFLICT NO RECORD DIRAWING CERTIFICATION 3 DATE 3/ 12/04 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATI-N, PROJECT REF: S.SO4-4272: UM04-0008, STM104-90 4 DIMENSION, AND DEPTh OF ALL EXISTING UTILITIES, WHETHER SHOWN ')N DRAWN THESE PLANS OR NOT, BY POTHOLING TLC- UTILITIES AND SURVEYING -HE THESE DRAWINGS CCNFORM r THE THESE PLANS ARE APPROVED FOR S ME HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR'S CONSTRUCTIO'I RECORDS. CONFORMANCE WITH 1 iE CITY OF Al18VRN'S CHECKED THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 DED AND THEN POTHOLING ALL E;!S ING UTILITIES AT LOCATIONS BY; DATE. ENGINEERING 0IMSION'S REQUIREMENT& OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER JOB NO. 03123 OR NOT CONFLICTS "xIST• LOCATtCNS OF SAID UTILITIES AS POSITION:51IIIia SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE TRLE / Approved By. SUBJECT TC VARIATION. IF CONFLICTS SHOULD OCCUR, SHEET NO. THE CON 4CTOR SHALL CONSULT RUPERT ENGINEERING, INC, CONFIRMED BY CI Y:_ DATE: Date Approved: S �� TO RESv,.VE ALL PROBLEMS PRIOR TO PROCEEDING WITH C 3 CONSTRUCTION. S:\03\0312 3\CIVIL\C3.6 ig Drafter flame: A. PAUL Y 19 2004 15:04:30 1 Lost Modified Date: MAY 19 2004 14:51: brnitta]: REVISION 3 Cti,r��e�r av 6"0 ROOF DRAIN (IE=383.21') EXG GRADE 5'0 PIPE PERFORATED I ° ° AS SHOWN , 0.25 a , _415 °< 0.25 INSTALL FILTER FABRIC 1 ALL AROUND 3/4 — 2 INCH a ' I ° a 1 WASHED ROCK. 4 4a 4 I j 4 v i a. I 4, q' °4 /' 4 I I d a i 22 / /OSCEOLA MUDFLOW i� 1 4. OSCEOLA MUDFLOWV' (EXTENDS 14' TO 20' BELOW SURFACE) a a (EXTENDS 14' TO 20' BELOW SURFACE) / a a ' d o o o 11 4 4 SUB -BASE COMPACTION PROCEDURE 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE BASE COURSE ROCK, 2. COMPACT EXISTING SUBGRADE SOIL TO 95% MIN. 3. PROOF -ROLL THE EXISTING SON. TO VERIFY A MINIMUM CBR OF 10, 4. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL (LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM. 5. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. EXTRUDED CONC. CURB (MADE 1" DOWNFROM TOP OF 2" CLASS "B" 1/2" r51/2" 1/2" CURB. A.C. PAVING SLOPE tl{,illrtlr " = ROVIDE 1'-0" LEVEL f DN: AREA WHERE GRADE -----------� SLOPES DOY44WARD OUTSIDE -,OF PAVING o o 0 o 0 o O a 2' i 1I=1 11=1 11=1 11=1 I 11 I-111=— I I_=' ' 2" LEVELING TOP i 1—iT-1—t i i—I i i—i —11 t—i i i COURT COMPACTED TO 0 0 0 os � 95% PROCTOR EXG GRAVEL EXG GRAVEL SUBGRADE SOIL. 4" BASE COURSE 10' SEE NOTE COMPACTED TO NOTE: 95% PROCTOR TRENCH MUST BE EXTENDED AS REQUIRED TO PASS 3 CURB & 2" PAVING SECTION AT MINIMUM TROUGH THE OSCEOLA MUD FLOW AND C4 NTS 2 FEET WITHIN THE EXISTING GRAVEL MATERIAL. DEPTH MUST BE VERIFIED BY A GEOTECHNICAL ENGINEER 1 DRYWELL DETAIL r, NTS ' CONCRETE COLLAR (SEE NOTE 8) UNDERDRAN MANIFOLI I -CART. CATCHBASIN - PLAN WEW ► sax lkra I A t+nr SATE I 1 �6"' V �1j 8" 0 OUTLET PIPE (SEE NOTE 5) LEANOUT CCESS PLUG WALL AFFLE f 4'-4 3/4" OUTSIDE I -CART. CATCHBASIN - SECTION VIEW Scaet PLYA% I THE STONWATER WAOEMENT StonnMter U.S. PATENT No. 5,322,029. No. 5,707,527, No. 6,027,639, No. 5,024,576, AND OTHER U.S. AND FOREIGN PATENTS PENDING srlEEr aATE BY tt vtsDN STEEL CATCHBASIN STORAfFILTER s' EE, t/3 PLAN AND SECTION VIEW 2/3 STANDARD DRAWING - I -CARTRIDGE UNIT SMRMWAI A' -' - ArE: BY: DRANK 8Y: PROJECT NO.: URAVANG FILE NAME: _ A8_ 1 13 4 M A N A@ t M E N T INV. n L XXXX CW-1-S.DWG 800 548-4667 rT'� 1--CARTRIDGE CATCH BASIN STORMFILTER C4 NTS S:\03\03I23\CIVIL\C4.dwg ( Drafter Name: A. PAUL ( Plot Date: MAY 19 2004 14:53:42 1 Lost Modified Date: MAY 19 2004 08:27:19 1 Submittal: REVISION 3 REWORCING BARS - ��'� �'����' �•�� I I! I l l l i l l l I� �:� � ;:::�:: fir.❖.•. i ACCESS COVER o• .•. � R • 2'-4- MIDE RRIMINSIDE RIM OUTSIDE SWAM ILT.L 4" 0 OPENING LIFTWG EYE .• �'-1•�- 7ERMANENT 1/4- POOL ELEVATION •� * 8" 0 OUTLET STUB •• INSIDE OUTLET PIPE FROM • • '•' OUTSIDE 2'-4" INSIDE RIM 4" CONC WALKWAY EXPANSION JOINT (20' o.c.) DUMMY JOINT (10' o.c.) 4'i" CHAMFER Y.: 12 SLOPE A.C. PAVING �- SLOPE VARIES WHERE OCCURS 4 -�: -17777— \, (2) #4 CONT. 6" 12" MIN. CLASS "A" FILL COMPACT TO 95% - CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI AND 5% AIR ENTRAINMENT - REINFORCING SHALL BE PER ASTM A-615, GRADE 60 4 CONCRETE WALKWAY C4 NTS T—wffff. 1 — I —CART. CATCHBASIN — SECTION VIEW am" 1srt I & a, Ksa 1 THE STORIt1fATER 1#NAGEYENT StormFHter U.S. PATENT No. 5,822,029, No. 5,707,527, No. 6,027,839, No. 5,624,576, AND OTIBR G,S. AND FOREIGN PATENTS PIINDRIG BY:4- DRAWN BY: FLOW 6"6"6" TEE RUBBER GASKET JOINTS TYPE II-48"0 MANHOLE CAST IRON INLET FRAME & SOLID COVER a INSTALL 1 /4" ALUMINUM OR STAINLESS STEEL SCREEN OVER THE BOTTOM END OF THE TEE TO PREVENT FLOATABLES c, FROM ENTERING THE DRYWELL ON 5 FLOATABLE REMOVAL MH C4 NTS GENERAL NOTES 1.) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OR€GON 800/548-4"7. 2.) FILTERS TO BE SIPHON —ACTUATED AND SELF—CLEANING. 3.) STEEL STRUCTURE TO BE MANUFACTURED OF A_ STEEL PLATE. 4.) STORMFILTER REQUIRES 2.3' OF DROP FROM RIM TO OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5.) CBSF EQUIPPED WITH 4" (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8" IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 6.) FOR H-20 LOAD RATING, CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH QUANTITY (2) #4 REWORCING BARS TO BE PROVIDED BY THE CONTRACTOR. 7.) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION A/D ► ` MAINTENANCE GUIDELINES FOR DETAILS. 8.) STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NtR REQUIRED LAJ = TO BE SPECIFIED ON SITE PLAINS. 1—CARTRIDGE CATCHBASIN STORMFILTER DATA DESIGN WATER QUALITY FLOW RATE cfa .02 PEAK FLOW RATE cfs .10 RETURN PERIOD OF PEAK FLOW s IGO— YEAR OF CARTRIDGES REQtiM i CARTRIDGE FLOW RA 15 GPM STD 15 GPM MEDIA TYPE RIM ELEVATION .CHECK: RIM — IE—OUT — 2.3 I.E. I DIAMETER INLET STUB N/A I NIA OUTLET STUB W= 4; E-385.83 $ 0 CIRCLE CONFIGURATION: OUTLET INLET OUTLET INLET NOTES/SPECIAL REQUIREMENTS: to U eI+ � I� d Q U CV wv Ln N z W d 0 z _ to r_m Ln z d cli Z m Q V) .__.I r11-0 O W I d LIJ 'Q cr_ 0 L1..1 J c>` a v � ro e� �5 R THE SfORi[IfATTB "GEIfBNTt'•"" norzorater• \ E. U.S. PATENT No. 5,522,429, No. 5,707,527. No. 6,027,099, 4 No. 5,A24,570, AND OTM U.S. AND FMIGN PATENTS PENDING - STEEL CATCHBASIN STORMFrILTER s+tEEr GATE sY STEEL CATCHBASIN STORMFILTER 19,y TOP AND SECTION VIEW NOTES AND DATA BLOCK � d�FC31741�O STANDARD DRAWING i -CARTRIDGE UNIT STANDARD DRAWING -1-CARTRIDGE UNIT Siilp�� �17$TV 4TE: T MO.: I�AWftdG F0.E NAME: M A N A@ E M N N T 1 N@. ATE: P Ct WO.: DRAINING FAE NAME: M A M A@ N M R N T / N@. /QUA - /13 04 XXXX tceSf-1-SLiWG (8AR11 A1.01-AAR7 CiNEO By. at DRANN BY: MR 1/12 04 XXXX CBSF-I-S.DWG (800) SIJS-.dS97 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH 3/3 REVISION EXPIRES 12 f 1/2fl1 RECORD DRAWINIG CEIR'f1MAT1€N DATE 3 12 O4 PROJECT REF: _BLD04-0272: GRA04-0008; STM04-0084 THESE i?iti :CGS CONFORM TO THE THESE PLANS ARE APPROVED FOR DRAWN MC CONTRACT`VS CONSTRtlCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S °� CHECKED DED DATE: ENGINEERING DIVISION'S REQUIREMENTS JOB NO. 03123 /PQSiT10Iri: Approved By. .�---.� .�. SHEET NO. ,ONFIRMED BY CITY: DATE: Date Apprwved: 2,rD Sri`4 -- f 14" M (PUBLi M 3' MINIMUM COVER 7*-p„ 21-1/4" (NRS VALVE),p 10"I EXG 10" WATER MAIN 4' PEA GRAVEL - LEVEL BASE 12" OF 6x8 — QUARRY SPALLS. 10" WATER MAIN. D LOCATE IVATE) lillJ� , NORTH UTILITY VAULT COVER WITH LOCKING STEEL COVERS. UTILITY VAULT CO. MODEL C7-TL-2-332P (OR EQUIVALENT). f(FtELD VERIFY) UTILITY VAULT CO. OR EQUAL BOLT —ON LADDER ASSEMBLY 3 MI IMUM VALVE WHEEL CLR FLANGE COUPLING ADAPTER 10" x 8" REDUCER (TYP) NEW FIRE HYDRANT TEE & BLOCK 18"(12" MIN. CLR. EXG FIRE HYDRANT TO BE RELOCATED 2" WATER (PRIVATE) 8" WATER (PUBLIC) 3' MINIMUM COVER 7'-O" a 21-1/4"(NRS VALVE) - 8"o -- --1tn -- 6"0 69-3/16' 11 6-13/16" STATE APPROVED \- EXG 10" WATER MAIN EXG 8" WATER DOUBLE CHECK VALVE ASSEMBLY d , FEBCO MODEL 805YD (OR EQUIVALENT) duo d , A p PROVIDE PLUGS PIPE SADDLE SUPPORT (84I14E FOR TESTCOCKS (4 TIMES) 03095) W RH BASE STAND PROFILE (B-LIME B3088) N.TS 8" DOUBLE CHECK BACKFLOW PREVENTER (WEST) C5 / NTS 10"0 CITY WATER METER EXG 8" WATER MAIN. FIELD LOCATE EXG 4" WATER (PRIVATE) RELOCATED FIRE HYDRANT FIELD LOCATE RE -INSTALL PER COA STD EXG FIRE HYDRANT C.O.A.887 DTL PER WATER-07 NEW 2" DOUBLE STRAP xz EXG CURD SADDLE TAP W/ GATE NEW 2"0 WATER LINE (PRIVATE) B VALVE IN VALVE BOX C5 NEW 3" DOUBLE CHECK 2"(24" MIN. CLR.) NEW 6" DOUBLE CHECK BACKFLOW PREVENTER -- LADDER BACKFLOW PREVENTER 18"(12" MIN. CLR. EXG 2"0 WATER LINE LADDER (PRIVATE) 2"(24" MIN. CLR.) VAULT SIMILAR TO UTILITY VAULT CO. MODEL 577-LA (�2 EQUIVALENT) VAULT SIMILAR TO UTILITY VAULT CO. MODEL 577-LA (OR EQUIVALENT) 2" WATER (PRIVATE) REMOVE EXG 2"0 WATER LINE AS SHOWN EXG 4"0 METER VAULT EXG 8" .� METER VAULT „- 8" WATER (PUBLIC) SCALE: 10 NORTH 8 W (PUBLIC) �2" WATER (PRIVATE) 6" FIRE HYDRANT SELATERAL (PUBLIC) 3206 12"W (PUBLIC) SCALE: 1 "=1 o' NORTH UTILITY VAULT COVER WITH LOCKING STEEL COVERS. UTILITY VAULT COVER WITH LOCKING STEEL COVERS. �— UTILITY VAULT CO. MODEL 57—TL-2-332P (OR EQUIVALENT). UTILITY VAULT CO. MODEL 57—TL-2-332P (OR EQUIVALENT). .2'f(FIELD VERIFY) UTILITY VAULT CO. OR EQUAL BOLT —ON LADDER ASSEMBLY /14 •2'i(FIELD VERIFY) UTILITY VAULT CO. OR EQUAL BOLT —ON LAMER ASSEMBLY 3" MINIMUM VAL 3 MINIM M VAL WINI CLR \A V\ WHEEL CLR /A\j�j�\ i,/ COUPLM FLANGE COUPLING 3' MINIMUM COVER 7'-0",�" d4 FLANGE a° ADAPTER ADAPTER a \-Z-)x "6" REDUCER (TYP) 14^ ( VALVE)4" x 3" REDUCER (TYP) T'L 'A' __ 4..�iH1----4vn_ L 3 o p 59-Tila" L 10-3fa" d STATE APPROVED 4' PEA GRAVEL a DOUBLE CHECK VALVE ASSEMBLY pd FEBCO MODEL 805YD (OR EQUIVALENT) LEVEL BASE n d 4 PIPE SADDLE SUPPORT (8-LINE 12" OF 6x8 PROVIDE PLUGS QUARRY SPACES. FOR TESTCOCKS (4 TIMES) B3Q95) WITH BASF STANDPROFILE (8-LINE 83088) R-- B 6" DOUBLE CHECK BACKFLOW PREVENTER EAST C5 j NTS 8 1$ 0 CITY WATER METER EXG 4" WATER MAIN IY741 '1fa" 18—T"Sa" d STATE APPROVED 4' PEA GRAVEL © DOUBLE CHECK VALVE ASSEMBLY LEVEL BASE FEBCO MODEL 805YD (OR EQUIVALENT) d ° d ° ° PROVIDE PLUGS PrE SADDLE SUPPORT ( 12" 6x8 FOR TESTCOCKS (4 TIMES) B3Q95 MATH BASE SWQUARRR Y SPACES. PROFILE (B-urn 83M) T's c 3" DOUBLE CHECK BACKFLOW PREVENTER C5 J NTS 4"0 CITY WATER METER Q U tps D oa d Q —1 5 o r W LA �pqI� L Z w T # s d Z r r d p h J >rnc 0 0 CO Q V) _.__,I M C) W 10 Uj cy- 0 w J m 0 0- LLJ--� V) C) > ck� C) W " V) IC ) .: E z V) {— 0 0 O L LZ �7_ UDC) -19 EXPIRES 12/13/2( DATE 5/04/04 UTILITY CONFLICT NOTE: RECORD DRAWING CERTATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR b-.RIFYING THE LOCATION, PROJECT REF; BLD04-0272; GRA03-0023 STM04-0084 _ DRAWN MC DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THESE DRAWINGS CONFORM TO THE THESE PLANS ARE .PPROVED FOR CHECKED DED THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCT". CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURMS � � THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 Cp s� o AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY. DATE. ENGINEERING DIVISIONS REQUIREMENTS. OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TITLE/POSITION: Approved By. - SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE; Date Approved: JOB NO. {i3 23 SHEET NO. C5 TO RESOLD ALL PROBLEMS PRIOR TO PROCEEDING WITH S:\03\031 3 IVI 5.dw Last Mad;lied Date: MAY 19 2004 08:28:20 1 Submittal: REVISION 3 0CD11 2 \C L\Cg � j Drafter Name: A. PAUL Plat Date: MAY 19 2004 13:38:12 �