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HomeMy WebLinkAbout05D1770I 8'X8• ABOVE, POWER TRANS CONTRACIOR 10 ( TELEPHONE Ul RAISRE TELEPHONE F BOX 10 NEV, RAISE[ 4.5'X5' UNDER POWE ADD 6 IN( EXT HPON EXG POWER 10 UAICH I0 6'X4' UNDER( POWER FUTURE 'A' STREET INSIALL TYPE III 6ARRICPr,FG rf R - COA STj. 94T Im I IC 05 GENERAL NOTES 1. THIS DEVELOPIr1ENT PROJECT SHALL CONFORM TO THE CITY OF- AUBURN'S REQUIREMEN1S AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CIIAIIGE3 FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, E.IGIiiEER AND THE CITY. 2. ALL WORKMAIISHIP AND MAIERIALS 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 PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSIRUC1101T DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSIRUCTION. 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 10 DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVE"I -D B r THE PRO ASIONS OF CHAPTER 19.122 REVISED CODE OF WASi4ING1011 (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (1',ATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO ]:,E START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL 10 THE SITE SHALL BE SUBMITTED TO 111E CITY 10;Z APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO /,PPROPRIAIE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND 11115 PROJECT, PRI01' 10 THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC 'ONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOk .`,PPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR IN JRIES AND DAMAGES TO PERSONS AND PROPERTY S"FFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSI ,UCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE GONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVFJR C R A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT i,(,CEPTANCE. REFER TO 1:IE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. NE 1/4, NE 1/4, SECTION 13, TOWNSHIP 21 N, RANGE 4 E, W.M. 1 = 30 �kr/�Jgj7 CONSTRUCTION SEQUENCE 1. ESTABLISH "CLEARING AND GRADING LIMITS" FOR THE SITE. 2. INSPECT THE TESC POND, SETTLING BASIN, TEMPORARY SWALES, AND ROCK CHECK DAMS AS SHOWN ON THE DRAWINGS THAT WERE INSTALLED UNDER PERMIT GRA02-0013. TEMPORARY SWALES SHALL BE ADDED AS NECESSARY 10 ENSURE THAT ALL SITE RUNOFF REACHES THE 1ESC PONDS. 3. INSPECT THE GRAVEL CONSTRUCTION ENTRANCE AND FILTER FABRIC FENCE TO ASSURE THEY HAVE BEEN CONSTRUCTED AS REQUIRED BY THE CITY OF AUBURN. 4. DEMOLISH ALL 'AVING, WATER LINES, STORM LINE AND SEWER LINES, AS NOTED ON PLAIDS 5. BEGIN FINAL SITE FINE GRADING OPERATIONS, PER THE GEOTECHNICAL REPORT. THE CONTRACTOR SHALL ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO THE ADJACENT PROPERTIES. 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, LIGHTING AND LANDSCAPE INSTALLATION. 9. REMOVE TESC MEASURES & STABILIZE ANY EXPOSED SOILS. GEOTECHNICAL ENGINEER GEOTECH CONSULTANTS, INC. D. ROBERT WARD, PE 13256 NE 20TH ST, SUITE 16 BELLEVUE, WA 98005 (206) 747-5618 GEOTECHNICAL REPORT REPORT JN 94281 DATED SEPTEMBER 2ND, 1994 BY GEOTECH CONSULTANTS, INC. REPORT SHALL BE KEPT AT THE JOBSITE AT ALL TIMES AND SHALL BE CONSIDERED A PART OF THESE DRAWINGS. FOLLOW ALL EARTHWORK RECOMMENDATIONS PROVIDED BY THE REPORT SHEET INDEX Cl - COVER SHEET C2 - DEMOLITION & TESC PLAN C3 - PLAN & PROFILE C4 - PLAN & PROFILE C5 - LANDSCAPE PLAN 1 III R E 'A' STREET NW >70 46 r= WE E !' `m ' F 19TN Sr - ca .._I ..tC nE 1 16TH Si 14TIiST �111N} . __ lilLLS , ` � 9 'roe t�r8 S T k� • 15TH ST NL Tsnf' i('(' ytene xil, r nR , T ri y L4T9 T - nrct �$ ....3L i�Til �• JI ` t5 n I ` 11T ST pE r SI TE 101� ST Rr weer tali er 'Ci r' o Q cac "7 SI YE I NE j ��� IM— T I\V✓ t s A*. 4? T ^ w 4 q i._aE. • I 325 11 •. ttM1 j1 ynl �. _ , (,Y49! '> _kH ■ _ b5 ,, :rr ,r i" 3 �I o l6TSt .�YM '- Gay _. ...». �.+� �= 3R) T - r, I I ��/( rl L I Il1J TIT a jjj't tiw L i o T �JD y�11�II• W �, sw w IT1 ­:N TI_.T2T1 BASIS OF BEARINGS: CITY OF AUBURN SHORT PLAT NUMBER SP-16-79R, RECORDED UNDER KING COUNTY RECORDING NUMBER 8207130444, IN KING COUNTY, WASHINGTON. VERTICAL DATUM: VERTICAL DATUM - CITY OF AUBURN NAVD 1988 BM - 1, ELEVATION 70.97, BOX SCRIBED ON NE CORNER OF CONC PAD UNDER FIRE HYDRANT LOCATED ON THE WEST SIDE OF "A" ST NE IN FRONT OF ADDRESS 701. BM - 2, ELEVATION 70.98, BOX SCRIBED ON TOP NE CORNER OF ELEC VAULT LOCATED AT THE NW CORNER OF LOT 2. BM - 3, ELEVATION 70.64, TOP OF MON IN CASE LOCATED AT THE NE CORNER OF LOT 1 (NE COR SEC 13, T21 N, R4E) COA BM 14-W, MONUMENT IN CASE AT AUBURN WAY NORTH SOUPI OF 9th STREET NE, ELEV 76.11 ENGINEER RUPERT ENGINEERING, INC DAVE DORMIER, PE 1519 WEST VALLEY HWY N. #101 AUBURN, WA 98001 (253) 833-7776 SURVEYOR: HOLMVIG, DEWITT & ASSOCIATES, INC. CONTACT: MIKE DEWITT ADDRESS: 103r, COLE ST LI'IUMCLAW, WA 98022 PHONE: (360) 825-6963 UTILITY CONFLICT NOTE_. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING -I;IE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN nN 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 ® 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS 10 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, 1HE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. VICINITY MAP No��q�TH LEGEND DESCRIPTION NEW EXISTING EX. 12" STORM STORM SEWER D EX. 8" SEWER SANITARY SEWER S EX. 2" WATER WATER W POWER (OHP/UGP) — OFIP/UGP — — OHP/UGP — AC PAVING U CONCRETE PAVING LANDSCAPING SPOT ELEVATIONS xx.xx xx.xx CONTOURS 50 STORM MANHOLE STORM CATCHBASIN ■ SANITARY SEWER MANHOLE WATER VALVE ►. FIRE HYDRANT TELEPHONE MANHOLE POWER VAULT STREET LIGHT — WALL MOUNTED LIGHT �+ UTILITY POLE FOUND CASE MON GAS METER GUY WIRE ANCHOR TELEPHONE JUNCTION BOX ROOF DRAIN POWER POLE W/TRANSFORMER UNDERGROUND POWER SIGNA, POLE ABBREVIATIONS BLC - BUILDING CORNER C - COMPACT CB - CATCH BASIN CL - CLASS CO - CLEAN OUT D - STORM DRAIN DDCV - DOUBLE DETECTOR CHECK VALVE DI - DUCTILE IRON DS - DOWNSPOUT D/W - DRIVEWAY EL - ELEVATION ESMT - EASEMENT EXG - EXISTING FD - FOUNDATION DRAIN FDC - FIRE DEPT. CONNECTION FF - FINISH FLOOR FH FIRE HYDRANT FL - r'_A.NGF JOINT HC - HANDICAP IE - INVERT ELEVATION LF - LINEAR FEET LS - LANDSCAPING RECORD DRAWIRRWOMWICAlION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: 7'l f D/JE: l TITLE/POSITION: • COIJFIRMED BY CITY: DAV_' 19 ! Q T - 50 — O El O tJ T -0 w MH - MANHOLE MJ - MECHANICAL JOINT OH - OVERHEAD PL - PROPERTY LINE R - RADIUS RW - RIGHT-OF-WAY SS - SANITARY SEWER SQ FT - SQUARE FEET S/W - SIDEWALK TIC - TOP OF CURB TP - TEST PIT UNO - UNLESS NOTED OTHERWISE S - SOUTH W - WEST E - EAST N - NOR 111 NW - NORTHWEST SW - SOUTHWEST NE - NORTHEAST SE - SOUTHEAST PROJECT REF: FAC03-0021 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITII TIIE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREME','IS cP e11Z.lo Approved By. Jaffe Approved: �� n �. / Q F f— U D f- fn ❑O O z Q w W Z w Z �V Q Z 01 E L 0 Z 3 s 01 � S n O I CTl K) Q co �j;-_ c Ln `• c'V �QW Ila 0 E' Do Su 31711 f4� T L� Ek�'\`\ EXPIRES 12/13/2003 DATE 4 // 16/03 DRAWN MC CHECKED DD JOB NO. 03011 SHEET NO. c S\03\03011\CIVIL- DWGS\C1-027.dwq I -',:after (lame: N. CORDICE I Plot Date: JUL 29 2003 15:26:39 Lost Modified Date: JUL 29 2003 15:26:30 Submittal: REVISION 1 OSD 17 70 -4, } 3" PVC D.I.P� 12" PINE 8" PVC=66.40 I PROTECT Efl6 I TELEPHONE I rr REMOVE EXG I PVC PIPE _ 1'04'08" _ STA 0400 / 67.65 r I / -- M- M-- IM I d0oeo INSTALL SILT ° °°0°e0 000FENCE PER W00V o \ / 8" D.I.P. � I O T r li i i I ' It I� } L� t x x x- X --- x- X X, � rl r ' r ±''•. ' INSTALL EMERGENCY OVERFLOW _ QUARRY S ALL ' I ,. _.._, FLO N - ! I 0 I� t %`\ - - - -- - -T f;----- ----- ------------- -- ------ -- ---- -- I EXG POND I INSTALL SILT RIM=69.74 ; r I } j I 11 INSTALL TEMP GRAVEL I q,1(�}(� \ FENCE PER IE(i6"CMP)(N)=65,44 { { { I FILTER BERM IN EXG TL 1 `Z 1 `t J V 4 COA STD DTL IE(12"CMP)(E)=66.19 INSTALL SILT { { EXISTING I ( 01)f DITCH DURING CONST.. \ EROSION-02 1 Ari3,57 { } / rREMOVE AFTER CONST- IE(12"CONC)(S)=65.49 I } POND ► I I ) RUCTION IS COMPLETE \ FENCE PER � , � . M32'22" RELOCATE EXG ''/ / 1 w r,? SEE COA STD DTL UNKNOWN TERMINATION COA STD DTL I ; F CFWNLINK FENCE SEE OWNER FOR REMOVAL OF I , ; ' BEHIND R-O-W EROSION-O6 SSMH W/ 3" GRADER ! EROSION-02 , THE EXISifNC ELEVATED PIPE I } ; 1 LINE/ NEW ASSEMBLY 3.5' D.WN o \ t EXISTING i ! " \ f0p0o000'� CONSTRUCTION / SIDEWALK s \ 0°00000o ENTRANCE -- 3»---- ---- -- EXISTING_---•-u-------------------} % I DIiCH B" PVC -'. \� 0°00000� if ' CONTRACTOR SHALL HAVE PROVISIONS - I o°00000 12"CMP=65.710000 0 000 ON SITE TO MAINTAIN POSITIVE DRAINAGE o XG ELECTRIC LIN 0OOp 16"CMP=65.63 FOR THE EXISTING DRAINAGE SYSTEM, 12"CMP=66.24 LOCATOR MARKE op 0 - --T- - - - - - o°Op000 \ / EXISTING r SUCH AS PUMPS, HOSE & TEMP. PIPING 0000000 7: 000000 0DITCH �..""" DURING THE STREET CONSTRUCTION t\ 0 0 REMOVE EXG {I oo p _ i i i i TL, I PRIVATE SS 6 D.I PROCESS \ CMP PIPE I o 00 0000o i `- - _ / a , ; INSTALL SILT LIFT STATION 8" PVC - 8" D.I,P, 0 12"CMP=65.6 o0000000 12"CMP 6553 - - i' z', s yi//iYi % ' l I. w t o c, o Op _. FENCE PER R=68 --- _ _4 - 0poo 0000 `/` i- 11 COA STD DTL 1 IN=68.75 --Gh"IPE ____- -- ----- -- _ OUT=64.1 - - - - - - {q5� R-470.00FCD ----- s 'UCE �- - � 4 PINE , - - r 12"CMP=66.11 =-' 1AMPUS , _ REM87L lz i REMOVE EXG - CMP f-VE _ 11"Cll�=l6.3D `� - EXG TREES BE REMOVED TO I A=8482 M M - - - M MEXG SIDEWALK COA STD DTL I °° ° °o 11T( 15" PINE EROSION-02 - q;ogogo a o INSTALL _..N % ..- 06000 °°O 0°0000 CONSTRUCTION ! 0op 000 NTRANCE PER r T 00c 00 000 STD DTL ! I °c100 o° ° EROS N-OI I ! I N 0 00 I I I r ! f Q I f REMOVE BUSH, SEDIMENT, AND ! 14 NE.-,_ ORGANIC TOP SOIL, AND FILL R=, �00 IN DITCH W/ WSDOT STD A=68,50 - --. .LINE SELECT BORROW MATERIAL 7=34 30 COMPACTED TO 95% MOD. -- VRROCTOR D-7'24'17' =CONTRACTOR SHALL HAVE PROVISIONS ON SHE TO MAINTAIN POSITIVE DRAINAGE INE FOR THE EXISTING DRAINAGE SYSTEM, SUCH AS PUMPS, HOSE & TEMP. PIPING DURING THE STREET CONSTRUCTION PROCESS - - - GRADING AND EROSION CONTROL NOTES 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 CONSTRUCTION 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. 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. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 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 CONSTRUCTION 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 1DUCE 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. o. 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. 7. BMP INSPECTION MAINTENANCE THE FOLLOWING DAILY STORMWATER-RELATED INSPECTION ARE TO BE PERFORMED DURING THE PROJECT TO: - VERIFY THAT ROADWAYS ARE CLEAR OF SEDIMENT AND DEBRIS - REVIEW STABILIZATION ACTIVITIES THAT HAVE STARTED OR STOPPED - VERIFY THAT TRUCK ENTRANCE AND EXIT STATIONS ARE BEING MAINTAINED - VERIFY THAT THE SITE IS FREE OF UNCONTROLLED DUST - VERIFY THAT PETROLEUM PRODUCTS/CHEMICALS ARE STORED IN COVERED, WIND -PROTECTED AREAS WITHIN A BERM - VERIFY THAT LIDS HAVE BEEN PLACED ON PETROLEUM PRODUCT/CHEMICAL STORAGE CONTAINERS - INSPECT CATCH BASINS IN ACTIVE CONSTRUCTION AREAS TO VERIFY FILTER FABRIC IS PROPERLY FUNCTIONING - INSPECT SOIL STOCKPILES TO VERIFY PILES HAVE BEEN COVERED OR STABILIZED - INSPECT ALL BMPS, DITCHES, OR PONDS. REPAIR OR CLEAN IMMEDIATELY ANY BMP WHICH IS NOT FUNCTIONING PROPERLY PINE B" BIRCH �6PINE M 12" V CONDITION EXISTING ASPHALT PAVEMENT FOR OVERLAY PER WSDOT STD SPECIFICATION SECTION 5-04.3(5) TO BE REMOVED TO ALLOW FOR r- - CA'�'tH1RJCE ,___ REQUIREMENTS FOR EXPOSED SOIL STABILIZATION REMOVE BUSH, SEDIMENT, AND ORGANIC TOP SOIL, AND FILL IN DITCH W/ WSDOT STD SELECT BORROW MATERIAL COMPACTED TO 95% MOD. PROCTOR 1. SEASONAL REQUIREMENTS: DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 2 TO SEPTEMBER 30 , ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO APRIL 1, 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 & MULCHING A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL i THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER i AND MARCH 31, MULCHING 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 "CAT WALKED" UP SLOPE. C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLAADS MUST USE NON -PHOSPHOROUS FERTILIZER. D, SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTOP(AGROSTIS ALBA) 10% 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" APPLICATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED, F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE 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, RIM=69.95 \ IE(12"CMP)(NW)= 66,10 IE(12"PVC)(E)=63,05 e f p - EROSION-02 I ^' REMOVEc-PIEXEXG ND32`I1'E -, Y 4- REMOVEEXG tt t1 _>..... x. R=50D,00 8998 r' , \I CMP PIPE `� ,♦ �- - , T-30.02 / REMOVE EXG - D=0831'22- 1831� I ` PVC PIPE _ , - j�r�g 0B It �1 N . • 1 SK 37'3Si ,,,---111���gXG BLOW -OFF �' t ;' --"'-- p, STR , _.. / TO E. RELQ�ATEL) '"ExG'S6>aH 84.5' _i-8 t 1 t RIM=70.64 S1'48'7t 1 4It S3T3 ` �' IE(12"PVC)(W)=66.14 N"," i t S I 1 1 IE(30"CMP)(E)=66.04- t 60 r t t t 5'r9' UNDER ROUND _ J - r - _ - _ _ _ _ - - - - - --} t�,- - t I EXISTING 10' PRIVATE 1 , POWER VAULTy82Q11"E _ - - T._ fir. �- II J I 1 _ 1b360 \ UG POWER , EASEMENT REC/2791570 t ` - _ - - AR-=.564388 1 (2) 6� P4C I I 4 � 000 00000 - - ` - D-06'52'22' � 2) 1 FTC i 0 0 pO 0 00 EXISTING 0 00 0o CONSTRUCTION REMOVE BUSH, SEDIMENT, AND 1� 1 1 ( �00 000 ENTRANCE ORGANIC TOP SOIL AND FILL I ( t 00 IN IN DITCH W/ WSDOT STD =t I 00p0 SELECT ERIAL COMPACTED R1095% WT MOD. 11 PROCTOR 1 N CONTRACTOR SHALL HAVE PROVISIONS 1 I ( ON SUE TO MAINTAIN POSITIVE DRAINAGE \ I 1 I I FOR THE EXISTING DRAINAGE SYSTEM, I I I ! �► i SUCH AS PUMPS, HOSE, TEMP. PIPING 4 I DURING;, THE SiR 'T CONSTRUCTION I I I � I `r4ass � i I I DEMOLITION & TESO PLAN O 1'= 30' T TEMPORARY PERMEABLE FILTER BAG AS MANUFACTURED BY ATLANTIC CAICH BASIN OR INLET GRATE CONSTRUCTION FABRICS, INC.(800-448-3636) USUALLY WSDOT STD PLAN B-2� OR APPROVED. sa 6d66 6 Ad d b 6 t�66 L s A bt d6 tt A 6 e s e ba b da e6 FOR LIFTING MAXIMUM SEDIMENT ACCUMULATION ALLOWED = 1 FT TEMPORARY SEDIMENT TRAP (TYP. DTL N TS EARTH WORK QUANTITIES &NOTES CUT 1,600 CY FILL 2,900 CY EXPORT OF UNSUITABLE SOIL: 1,400 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. DUST CONTROL NOTES: 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE 111R000I, USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. ALL TRUCK TRAFFIC MUST USE THE CONSIRUCHON ENTRANCE AS SHOWN ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. 4. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. 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 ® 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 ANJ ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S ODNSTRUCTION RECORDS. BY: 0 � ,r-f ME: TITLE/POSRION: Pn► aisii..i� La,� � CONFIRMED BY CITY: , TE: PROJECT REF: FAC03-0021 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS O-r 010403 Approved By: 1 Date Approved: VAL03 �.co co N I QO W N 0 �i L1 0 3 t fM V a� co S � t\ n C� F _ 00 > rn 00 :: � in " '7 ` S r-- W z fy D m Q f--- W w 00 ICE I �---- L LJ c"n z Lu Q C I f- W, Vn m F- w J ' 00 co O A 1 V) Lx..� E N cn z D� ,p 1741 �sS DNA LT EXPIRES 12/13/i003 DATE 4 / 16/03 DRAWN MC CHECKED DD JOB NO. 03011 SHEET NO. C 2 S:\03\03011\CIVIL-DWGS\C2-027.*q I Drafter Name: M. CORDICE I Plot Date: JUL 24 2003 11:39.00 1 Last Modified Date: JUL 24 2003 11:24:55 1 Submittal: REVIS:On I 7 OSD 170 N II w c� r PLAN & PROFILE a 1 = 20 � S:\03\030.1 I\CIVIL- DWGS\C3-C4-027.dwg I Drafter Name: M. CORDICE I Plot Date: JUL 31 2003 09:34:08 1 Lost Modified Dote: JUL 30 2003 14:28:00 1 Submittal: REVISION 1 rn o CB302--\ C8306 LOT 3 ( M / GiL 3 4-9 MARKER - BURIED Z C79301 9--�'�' �� ELEC LINE -� (2) 3-0 GRAY SCHD 40 o ELEC CONDUIT FOR FLIT o � t' FIELD VERIFY EXISTING RAIL SIGNAL. PROVIDE 2 I ASPHALT ¢ OF COVER BENEATH RR 8'X8" ABOVEGROUND EXISTING EXG 8" PVC STORM DRAIN o £ PARKING LOT INSTALL POWER TRANSFORMER PIPE LOCATION MODULAI BUILDING AND ELEVATION OVERLAY EXG o RAILROA CONTRACTOR TO CONTACT PVMT TO TRANSITION COMMERCIAL D w, " RAILROA 6 D.I. TELEPHONE UTILITY TO INSTALL 6 INCH HIGH NEW GRADE CHANGES PER COA STD DTL 3+31.3 STANDAF RAISRE TELEPHONE PEDISTAL I CONTE BLOCK WALL TRAFFIC-09 OVERLAY EXG CRE BOX TO NEW RAISED GRADE AROUND TRANSFORMER RAISE LID OF EXG 8" D.I.P. PVMT TRANSITION TO FACILITATE GRADE SSMH LIFT STATION FIELD VERIFY NEW GRADE CHANGES 2© 4.5'X5' UNDERGROUND CHANGES TO MATCH NEW GRADE EXG 8" PVC LUMINAIRE _ _ _ TOR ' POWER VAULT " RAISE GR E OF STORM DRAIN POLE BOX _ - - _ _ _ _ _ - - 20 71.00 EXISTING a EXG VA BOX PIPE LOCATION _ I CL � ADD 6 ill RISER 8" D.I.P. SIDEWALK AND ELEVATION _ _ UOp - - P P -- ..°• EXTEN TKIN TA fir,a R=470.00 0 _ � - - - - _ -' ��'"�--�` � - P p • + 1 P 88 °�' Z' 1 i • 1 -- �" r EXG POWER VAULTS14" CED - 7 9 70.87 4" L.L. MAPLE _ ' TO MIIITCEI NEW GRADE I GP a= .74 - -*4* - ..._ - ..- -r- ° 8 26, . 44 6'X4' UNDERGROUND • _ PINE B4 1 _,0_ T-30.4i_ I �P- -' 2 14" L.L. MARL P 'sn_ 4- POWER VAULT - - _ D=7'24'1T • ° -tl6l' " s P ° , 70. 2+86.37 LUMINAIRE - r , -... S - ...r P , ° ° 2+60.37 3+3 • _ PULL BOX --" 71.55 �; d ' P ° ° P , Pe^ ° a ° 70. 3 GRADE Of ° ° 70.75 1 +85.60 RAISE .-----•- ".."'_ -- FIELD VERIFY I +61.55 EXG VALVE BOX=-- EXG 12" PVC ---•-" ._.....- --"'"' ~� 70,77 STORM DRAIN I / I CBI RAISE GRADE (?f LUMINAIRE ... --- o _ _-.----` a 70.75 0 3+06.4 PIPE LOCATION I t EXG VALVE BOX _ _._- ----- _ o y +86.2 AND ELEVATION _ o _ ,_.a.-- CB3 LUMINAIRE '04`06"E "" - """'_ 10 LF-8"PVC M--' 0.763� a c' - SDR 35 M ==- +36. 71.98 RAISE GRADE OF ._._._ =84.62 ::a - EXG VALVE BOX 71.46 71.31�, M � ° PP' rn 0+ 18.9 + ,9 r: T-32.35 ° oc° ` ° -� I °° r •� • •► �• "`'e ° ° a .. • N6 • - NEW CBp 7155 TYPE 1 2a 71.00 4. ° NSTALL NEW RI = ; ID•Sxi COMMERCIAL D/W _ _ u PER COA STD DTL P - �dCR TE INV = 6 i 1.70 �1h� 1r� 16 PINE t2" P E SIDEIAtK ��id• TRAFFIC-09 XG 1 12 PINE 16" Pitdf 7 TO MATCH LOW -OFF IN ETER BOX (RELOCAT j R=2571:55 r 14" PINE 8" BIRCHINE EXG 4"STIN GRADE 2 P CONDUITi � N i?" P�1 12" D.LP, SIDEWALK 12" PINE 0 TO SIDEWALK) I � COMMERCIAL D/W R= REGRADE ,,",,ND PER COA STD DTL INSTALL 2' TO 3' HIGH NE " CO REPAVE D/W " AFFIC-09 A=68.50 CONCRETE BLOCK WALL D S PINE APPROACH TO T=34.30 BEHIND NEW SIDEWALK DS MATCH NEW ------ D=7 24'17" TO TRANSITION GRADE CONNECT NEW 6" CLEAN OUT PER GRADE 7235 CHANGES PVC PIPE TO EXG COA STD DTL • REGRADE AND REPA TRANSITION 72.53 t BLDG DOWN SPOUT SEWER-02 (TV) D/W APPROACH TO EXISTING LINE MATCH NEW GRADE r.� N> PINE BUILDING TRANSITION J EXG 1 PVC EXISTING ILLUMINIMATION SYS 155' 0.54% ASPHALT ELECTRICAL CONDUIT W/ TRACER PULL BOX SIM TO C STD IFOR FUTURE INTERCONNECTION OFDT TIMES FFIC-44 TYP AL 8~ D.LP. PAR,��ING LOT SIGNALS (TYP) PER COA STD f DTL TRAFFIC-48. I 7 w _ � o Lq w eF tom- to M 1, "7r-- 12" VERT CLEARANCE, MIN 27 LF 15"0 FVC SDR 35 0 0. %, ■= FMW 441F LF 0 PVC SDR 35 � FINISHED GRADE CURB - - FLOW LINE EXISTING GRADE o. Of Afi& LF 50 PVC SDR 3� 0 0.3 0.29% - -==0.5%r 8" WATER MAIN PE CASING R DTL 1/C3 17 * r LF 18"0 PVC SDR 5 0 &M F�"C EXG 12- S o �. 4; g 'cr z N ss,7� TF WATER L1 E ' �, v P Lq In M FA Ito r N ^ Na_�i - ,1:14 Z5� a M " + n n +� 6^" cro + v +-_ "� 3 N- n w 1*Uj N It N v� d' n ►y-. It w Q O n n 7f lC� cq o N O N III IIc� jj �I N Q O W Uj M41 © I DQ- P. - LUMINAIRE POLE PER CITY OF 6" BASE COURSE AUBURN STD GRAVEL COMPACT DTL TRAFFIC-43 TO 95% MOD. J & 44 (TYP) PROCTOR 7" COMPACTED CLASS "E" ASPHALT PAVEMENT ti FOG LINE 2" COMPACTED (BY CITY CLASS "B" ASPHALT FORCES) PAVEMENT 2 2--- 11.0' 11.0' 8.5' 16.0' 11.0' 16.0, 60' NOTE: AREA OF NEW "A" STREET N.W. ASPHALT PAVEMENT OVER EXISTING "A" STREET PAVEMENT SHALL BE BROUGHT TO GRADE AND SECTION BY AN ASPHALT OVERLAY DEPTH OF 6" PER WSDOT STD SPEC 5-04.3 (9) "A" STREET N.W. (MINOR ART C3 / NTS r: f SECTION C3 NTS ' ' EXISTING 8 GRADE C3 \ NEW 12" WATER" FERNCO COUPLING 1 TYPI C3 J NTS 112 #RE NOA RELAY RAIL MIN. (TYP) SUB BALLAST BALLAST V& - FOG LINE (BY CITY FORCES) CASING PIPE W/ WRAP AROUND END SEAL SEE PLANS FOR SIZE AND LAYOUT. PIPE LINE W/ D.I.P. FASTITE BELL (O.D.= 16.34" CONTINUOUS TREATED 2x4 SKIDS BANDED TO PIPE LINE - MIN THREE BANDS PER SKID SET 18"0 SPECIAL CLASS 50 CASING PIPE FOR 12" WATER (ID= 18.0") NCASEMENT DETAIL 10'-1h" 2'-3" 15k" 4'-I2h" " " MAX Q TRACK 3" ENSAR BX1200 GEOGF40 OR APPROVED EQUAL 7' 1 N r f 1 8.5' T rn rn STREET TREE PER CITY OF AUBURN STD DTL TRAFFIC-14 OR TRAFFIC-15 (TYP) CURB, GUTTER & 8" SIDEWALK PER COA STD DTL TRAFFIC-24 TREE ROOT RETENTION NOTES: 1. CUT ROOTS SHALL BE COVERED WITH A MINIMUM OF 6" OF TOP SOIL. 2. ROOTS WITH DIAMETERS OF 1 1 /2" OR GREATER SHALL NOT BE CUT UNLESS DIRECTED TO BY THE OWNER'S HORTICULTURE REPRESENTATIVE 3. NO MORE THIN 1/3 OF A TREE'S ROOT STRUCTURE SHALL BE DISTURBED. 4. CONTRACTOR SHALL CONTRACT THE OWNER'S HORTICULTURE REPRESENTATIVE TO REVIEW TREE ROOT DISTURBANCE PRIOR TO THE BEGINING OF EXCAVATION WORK. RUBBER FLANGEWAY FILLER MODULAR PRE CAST CONCRETE CROSSING " PER BNSF STD. DWG. 2257 9" PAVEMENT PER SECTION A/C3 (TYP) 0 Q o D C] d z Q < U _ I N °' w N `v nn� Z_ �J Z. W d _ to r� a � > °00 `O D LO G'! z W N O Q U t2 .d U Z m Q F- 0 w t W L.i"J LLJ Z I- .. t) 00 N m O O � f I L J Li C) CL 8 Q W Uj z fN o 6" BASE COURSE PER o SECTION A/C3 (TYP) SELECT BORROW PER WSDOT C:, o ,9-342��STY�TED TO 95�hAXl� •� PROOF ROLL SUBGRADE AND REPLACE ALL MIRAFI 500 GEOTEXTILE SOFTSPOTS WITH APPROVED FILL. COMPACT FABRIC. CONTINIOUS TOP 12" OF SUBGRADE TO 90% MAX DENSITY 7' ILROAD CROS Q NOTE: BALLAST & SUB -BALLAST PER BNSF INDUSTRIAL TRACK STANDARDS, OCT., 2001 "' Ulf IT U M Llt; I NV i r: RECORD DRAWING CERTIFICATION M THE CONTRACTOR SHALL BE RESPONSIBLE F-R VERIFYING THE LOCATION, THESE DRAWINGS CONFORM TO THE DIM NSION, AND DEPTH OF ALL EXISTING L. '-ITIES, WHETHER SHOWN ON � CONTRACTORS CONSTRUCTION RECORDS. N THE E PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE o THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. + THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 HEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY., % eeA_ ox. gAltih-V OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TITLE/POSITION: S SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, D C1TY° • THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH 31741 0 F'G/Sit.g�`' /ANAL E EXPIRES 12/13/2003 PROJECT REF: FAC03-0021 DATE 4 /1 6 /03 THESE PLANS ARE 'N"* FOR DRAWN MC CONFORMANCE WITH THE CITY OF AiJBURN ENGINEERING DIVISION'S REQUID017S a 619403 CHECKED DD Approved B)c �., �..,�.;_ -s-S JOB NO. 03011 Dote Approved: 8�L3�03 SHEET N0. C 3 00706 1'77 a i _w .,. + + X EXISTING w Do 63.06 POND 12" TRASH RACK INSTALL 6" STUB -OUT I IE= 66.08 (2) 3"0 GRAY SCHD 40 PVC AND CAP PER COA STD s: ELEC CONDUIT FOR FUTURE DTL SEWER-01 IE=1' ( ) " EXG 18", RAIL SIGNAL. PROVIDE 2' ail• 32 I ' OF COVER BENEATH RR TRACKS (TYP) -PVC ------------ ---------------------- --------- R=530.00 1 INSTALL 62 LF OF A X o EXG MH O° A=63.57 - MODULAR PRE CAST CONCRETE RAISE LID ON EXIS11 IM- D = 06'5222" X 69.65 DESIGN 71.94 RAILROAD CROSSING PER BNSF ICTORMDRAIN MH INV= 63.14 RAILROAD INDUSTRIAL TRACK NEW p 33+3 STANDARD DWG 2259 P X P �- LUMINAIR ° 20' COMMERCIAL D/W ° P TOR 71.34 PER COA STD DTL 71.55 _ C68 P 4 TRAFFIC-09 - P Ow 71.00 a ° P PP biA!1 ° ° 2:1 3+39.46 .37 c 3+34.4 CD 70.77 2 31 UG.4 W~ 0.76% ° 71.4 708- S S S .....-- TI .03 17. R-500.00 1.10 o 90 ------ _--- D-06'52 22 _ _� 40 W CD _ - - --- p y ._--r- P ° P _P • • • ,��� -IL Is r °15' 71.6 6+ lS .f COMMERCIAL D/W I EX,STING PER COA STD DTL �� I DITCH I TRAFFIC-09 I INV= #5=20 6S. a,5- CONTROL STRUCTURE �� I 27 ALF 12" PVC MH #400 /*Y- 6 I SDR 35 ® 0.5% �.F 12" PVC I SD I ILLUMINATION SYSTEM (DT) I SERVICE CABNET PER COA L - x 7181 STD DTL TRAFFIC-45 . P ° - SEE TU T SQUID ENERGY P, FOR POWER SOURCE ° ° CONNECTION I INSTALL 6" STUB OUT AND CAP PER COA STD ' 1 DTL SEWER-Oi (IE-69.6) SSMH 708-83 I NO'32'11"E cRI - -__ - --- - 00 69.98 o 7+ 1 .16 406+54.16 P 1 I 1 71.88 P 6616 71 r 72,00 HIGH POINT t 71.90 UG POWER t) 6' PVC I \ (2) 4" PVC I. ►r 1 I f 7 72.61 �- -ILLUMINIMATION SYSTEM (DT) PULL -BOX .SIM TO COA STD_ DTL TRAFFIC-44 TYPICAL C89 4 TIMES CONTRACTOR TO RAISE LID DT TO MATCH PAVEMENT FINISHED GRADE EXISTING 10' PRIVATE EASEMENT REC#2791570 .... ......... - - - --- -- 6 - 6 . . . . . . . . . . . . . . . . . .". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 'ClR ......... : t181X..rL :. I. . . . .. ..... ... ....... ......... ......... ......... ......... ......... ...... . ..... j ..... - _ --� . - ::r,i_ d.,-� .. •v: "i,cd in_ .: Oj BENp T..MR. '� �_ '-Z -: �: : - - - - - ---� -- -- -: N N ✓F :. j2 PWw�w, 64 -... ... . .... ...... .... .. : .. .. ... ......... ...... . . ...... ...... : ..... . . . : Sy _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... coG . ....... .... z . . . . . . . . . . . . . . . . . . �¢ 9 ,< . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :vVC LLJ it 11 �ki Lh 5�6�'' :z:' a 62- �9• 4 . . . . . . . . . . . . . . . . . . . . . . If - M1 W � ' i X. . . i- I^I it . 00 11 . �� .Ln o .... ...... :gyp .. w7 J: w, . - W ( k ... �. y `1 � ] � . . . . _. � Z v � y1 N y�N wn G4� r . N . N. .� . . . . . . . . . . . . . . . . . . . . . . . �. . �. N Z - ' r C! !1 yq-- . . . . . . . . . . . . . . . . . . . . . �. V` II '1�. N Q .v. 1�11 . �Z.��O d r7 c' - r1 II �► _► in -I __u ► ___ _ _ rn h 2 ? .. . . . r>- Zw^ CO.r \ ��^ rn ...... ..... r7.. . . . -- -- - �... ... . . .. 60ppQ _M� LO N R.v . . . . . . . . . . . . . . . . . . . . . . . . QN Z 1 2 h NO �n �Z �r- �ZZ r`` �. r` O �W III '�.� r� r` r` . . . . . . . Cl::p . If N N • II ¢ n_ o a > ? . . It . . . . . . . . . . II . . . . . FI M AL M� ...... N � l!') J J. : tL') to . tL) t17 . . . . . . . . . . . . . . M LL') : : tf') .. . . . . . _o N ...... ac . �,...... _ .... ; N ........ � . � ... SEE .. : �; h -- --- �" ... N .... - _ ... UTILITY CONFLICT NOTE: u . . . . . . M . ,� . . a1 . . . .. . .. N . . . . n � . . Cg. $ al n n . . n �. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, G, : : : + : :: : M o' + 'G+ DTL THIS . . . : .. : : : : �, . . . . . . . Z, . DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON W rY + "�. w : W W w tY _ w tY �. THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE w r' _ : SHEET : /C4 :: �? . . . . . : w : . a : r`z-: : : :.: �? . : : : : : : . . C) ..: : v . :. . . . . . . . . . . : : : �? . : : : : ::: �? . : . , . . . :.: : �? . :.: THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. ww u, . `� �. . . . . . . . . . . . o . . . . . . . . :.: : : . . . . . . . . . . . . . . . . . . . . o . . .....: :: : : : : THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 o +: : o t. g: o: z �: AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS r� _ �+� �. W �. OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER (51 0 OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS Q AN PLAN & PROFILE 31 SOBJ CTONOTHESE VARIATION. IF CONFLICTS SHOWN PLAS ARE NOTUARANTEED SHOULD OCCURARE 1 = 20 THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. 10 RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH 1= I CONSTRUCTION. UTILITY CROSSING NOTE: CROSSING WITH LESS THAN 12" OF CLEARANCE SHALL BE BEDDED IN SAND AT CROSSING WITH A ETHAFORM 220 SHEET PLACED BETWEEN THE LINES. PER DTL 1/C4. PIPE SECTION SHALL BE CENTERED OVER VERTICAL CROSSING L/2 TOP UTILITY PIPE PIPE INVIERT- d CK W/ SAND PIPE CROWN ETHA FOAM 220 LOWER UTILITY PIPE CITY OF AUBURN 6" CLEARANC S!�_/ NTS UTILITY CROSSING DETAIL SEE NOTE #3 l� 8„ 18" 0 PVC CITYSTORM 5" DRAIN LINE 18" PVC -� PRIVATE STORM DRAIN LINE C4C4 1' - T FLOW (MOHAWK PLASTICS) PLAN VIEW 24" FLOW ("A" ST NW) ND SOLID COVER MARKED NN". LOCKABLE UNLESS ERWISE APPROVED BY THE INFFR ELEV 71.£g•" 6' ADJUSTMENT BRICK (4" MIN, 1 " MAX) 12" TYP 1 18 PVC ' CITY STORM 80.5 DRAIIJ LINE 11 12" 18" _t] MIN MIN SEE NOTE #5 18" ELEV OUTLET r 18" PVC CAP 21.71 " ELEV 43." 8" 48" ELEVATION VIEW - 48" TYPE II MANHOLE RECORD DRAWING CERTIFICATION THESE DR,WINGS CONFORM TO THE CONTRACTO 'S CONSTRUCTION RECORDS. BY. -DATE: TITLE/POSIT10N: i• • CONFN MED BY CiIY: ; PROJECT REF: FAC03-0021 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS 0 01441 Approved By. a", - <7a Vate Approved: 13 D3 0 Q D � t- U cA � 0o p d Q C J > 00 V I 0n IW W V1 N (� Z o Z > W ; � d � U F- I � M O J � ` D Z 3MOo N ..-. Pn c "' Z O CV a' -0 j 0 U � 3 Z m Z � F-- Co w W � Z W W w Z w eT � W f-- 00 J � N M o O r- W J V) Irw M r') -j, Ln I- z w O V U z c O ° Z to .a cy- � N m v a Q LA- O U E N DATE 4/ 16/03 DRAWN MC CHECKED DD JOB NO. . 03011 SHEET NO. C4 S:\03\03011\CIVIL-DWGS\C3-C4-027.dwg I Drafter Nome: M. CORDICE I Plot Date: JUL 30 2003 14:24.01 1 Last Modified Dote: JUL 3u- 2003 14:20:54 1 Submittal: REVISION 1 0s o 17 07* _44• NE 1/4, NE 1/4, SECTION 13, TOWNSHIP 21 N, RANGE 4 El W.M. 0�, lqk, LOT TL#1321049094' D/W ENTERING VEHICLE TEMP TURN -ROUND D/W ENTERING D=65' VEHICLE PP 14' CED _ 4' L.L. MAPLE .... • • p " P 2:1 I • 10• SPRUCE ° _zz4' PINE • .� ...r"" - : [ e�•' A t . . i 12 PINE 14' LL MAP �• •� P- " P _ _ -- - - - - - •- ®.-gyp- P —�' S - p P���--•-u ;-; :�:'• _:S HICLE , 470' LINE • • .. • ' ' •'-�' �- `• �— AQPROACHING, VE , _r-- .................. '.. .�••••- � -- _ _-.�.... "'_'- - o_ •�_ . APPI��RING VEHICLE, ... , N .....LL ... • �- -' o "-- . .....465 .+- - - • 410' lME •QT• $1�1{i.. . • • • • " FUTURE 'A' STREET NW I Il_� PIP • • • • • • ... AE FRQACHING VEHICLE 471). LINE OF SIGfTT-, 1 J V P - - - • _ u • ... - • _.._ ..-Trc ._ P P _ P - 12'PINE ,_ `•, rV 16 PINE APPROACHING 12 PINE 18' PIN VEHICLE (TYPE.) ' 14' PINE 8' BIRCH *12PINE N 12' PINE / ofKfG112' PINE V ' I D/W ENTERING �9' PINE VEHICLE r EXG TREES TO BE I PINE REMOVED 1 NOTE: Plant trees 1" higher than o, depth grown in nursery. Tree pit shall not be less ° Prune diseased and than (2) times root ball dia. broken branches • Center tree in pit 16 gauge steel wire through clear vinyl Remove burlap and0. dose below first crotch twine off top 1/3 of 2x2 wooden stakes rootball securely driven into ground. Stoin brown. Planting pit min. Tree grate per dtl 2/c5 twice size of root ball 2" pea gravel layer Thickened concrete paving -in conc walks Tree grate frame around tree grate 10 go goly wire IIIIIII_�I:; .II Ifir. w/ 1/2" dia rubber III-_ - II-11f hose, turnbuckleand eyebolts-tightenI�I_li to hold tree upright 'll II -Ili_- See Root hold down DTL 2/C5 below 5' 2x10x3'-O" w/eyebolts, e,1 end TREE PLANTING DETAIL C5 NTS 5A L BOTANICAL/COMMON NAME ACER PLATANOIDES 'COLUMNARBROAD' PARKWAY MAPLE 2x10 x 3'-O" W/ EYEBOLTS PLAN Root control barrier at grade, Installation and back fill per Manufacturers instruction, (typ) Plant mix 1/2 topsoil, i 2 native soil, water thoroug 11y, fertilize Compact subgrade 6" dia x 6' augered drywell fill/washed pea gravel 2" CAL FULL HEAD, WELL -BRANCHED 10'-12' HT SYMMETRICAL, STRAIGHT TRUNK BRANCHED AT 5' HT 10 GA GALV WIRE W/ 1/2" DIA RUBBER HOSE, TURNBUCKLE 2 ROOT HOLD DOWN C5 14 TS , S:\03\03011\CIVIL--D'NGS\C5-027.dwg Drafter Nome: M. MICE 1 Plot Dale: JUL 29 2003 10:32:34 1 Last Modified Date: JUL 29 2003 10:32:19 O 0 SINGLE BROKEN YELLOW 7 STREET TREES AND SINGLE SOLID YELLOW 30' O.C. PER COA STD DTL TRIFFIC-35 PLANT PER COA STD DTL TRAFFIC-14 OR 15 LOT 1 CONCRETE BAN - F_ LANDSCAPE 1 "= 30' TYPICAL PLAN AT TREE GRATE NTS WETPOND MAINTENANCE ACCESS CATE 0 �Q x � o E� i N U I o w D I � F- x — SPILLWAYCRELLOCATEDW x x x— x— x— x x _ x 00 —1 d > N x �0�C" i I I I Ln W EXISTING I Z_ 1 POND 7 STREET TREES A , � (� z �` 30' O.C. , 1 PLANT PER COA STD W 3 DTL TRAFFIC-14 OR 15 x � _ co LOT 4 C�CD D/W ENTERING x - ao VEHICLE APPROACHING _i > rn 00 _ VECHICLE (TYP.) 0 D `t �.- p ��LAJ 30.0'ro • --d'S�.................. ` ....... 47Q..,GINE OF SIGHT ..___ U .. ......P _ rrr: .. ..... 2,1 — --- e —' -- T FUT- UI — rST'RE€ - W—_ _ -- — — — — — — 40' COMMERCY L DRIVEWAY ACCI SS , APPROACHING VEHICLE (TYP.) 0 aq.cr^'�� ,i '-• 4-ir,r�_'lPP P -•r--. -• ................-OF, SIGHT.................. .....1..1. P IF --- 11 o- L_J "N I II � ► II I II xI I LOT 2 L_ I I f '4 I I I . ; -I- - I I I I 1 I I z VEHICLE SIGHT DISTANCE°v6 CONCRETE SIDEWALK ROOT CONTROL BARRIER CONTINUOUS AROUND PLANTER PERIMETER TREE (SEE DETAIL 1/C5) 5'x5' URBAN ACCESSORIES "CHINOOK" TREE GRATE W/FRAME EXPANSION JOINT AT CORNERS 07 TREE GRATE EXPANSION JOINT AT BACK OF CURB CONCRETE CURB & GUTTER ASPHALT PAVING TREE ROOT RETENTION NOTES: 1. CUT ROOTS SHALL BE COVERED WITH A MINIMUM OF 6" OF TOP SOIL. 2. ROOTS WITH DIAMETERS OF 1 1/2" OR GREATER SHALL NOT BE CUT UNLESS DIRECTED TO BY THE OWNER'S HORTICULTURE REPRESENTATIVE 3. NO MORE THAN 1/3 OF A TREE'S ROOT STRUCTURE SHALL BE DISTURBED. 4. CONTRACTOR SHALL CONTRACT THE OWNER'S HORTICULTURE REPRESENTATIVE TO REVIEW TREE ROOT DISTURBANCE PRIOR TO THE BEGINING OF EXCAVATION WORK. 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 ® 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 Gb. 1ANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS `' )ULD OCCUR, THE CONTRACTOR SHALL CONSULT R'. PERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR 1O PROCEEDING WITH CONSTRUCTION. —� HE OF -SIG GL ,_.._ - p ; PF'PR4PGHIN4. `.� . -"a"" w.�.. Q EXISTING 1(Y PRIVATE L.Li EASEMENT REC#2791570 1 D/L ENTERING I VEHICLE I I V) � I z I I TL#1221049028 aC ., I I � w 00 .J I ~' I I o I I W RECORD DRAWINC' CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: OY DATE• TITLE/POSITION:iy ti�t�•� Lt S'w�✓t ✓ CONFIRMED BY CITY: DATE• PROJECT REF: FAC 03-0021 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. ^ `5,�� Date Approved: v / le i A 3 � z W Q Lv f --- n V) Q V CDJ V) Uj _J z w cn o z o U 0 �J; m ` U �K i T,3 7411:) fi ��STER� SS7QNA L E'\ EXPIRES 12/13/2003 DATE 4/16/03 DRAWN MC CHECKED DD JOB NO. 03011 SHEET NO. C5 J CWVI-770 Subrr,;ttol: REVISION 1