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HomeMy WebLinkAbout00D1576(WELL) 8" G.V. (MJxMJ) NEW 8'x8"x6" TEE STA 3+01 (MJxMJxFL) & CONIC. BLKG COA STD DTL WABL-1i I STA 2+96 8* PLUG (MJ) EXISTING HOUSE & CONC. BLKG. COA STD L_ - - - - - - - - ' ] 8 , STA ABL 1 74 1 135' TAP i APPROX. LOCATION OF EXISTING GAS LINE PROTECT IN PLACE A SE 1 /4 OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 , W.M. FEXIST�INGTION ROXIMATE A WATER METERR 1 q 86038-0144 NEW 15' PUBLIC WATER LINE EASEMENT I o i U) w (NO STORM OR SEWER) w uj uj SE. 302ND. ST. w 8"I WATER ��� �n �tio 163.56 _ �. ct S d`�� S`dC b ' No J S1 ~ Sd0 S do S dJ o XISTING GRAVEL I 10 LF 6" D.L `XISTING ( 135' N 8919 2� W CL52, 6 G.V. �F (MJxFL), NEW PROVIDE 1' VERTICAL FIRE HYDRANT CLEARANCE BETWEEN ASSEMBLY PER CITY (� AUBURN �� I � �'� �� �6 � I EXISTING GAS LINE I I AND 4'4" WATER. STD DTL WAFH-1 *CLEAR AREA AROUND NEW f I CONCRETE FIRE HYDRANT TO PERMIT NE I �►" WA I f — -" - - � EASY ACCESS. METER ODA ISTD DTL 1 I- - - - --� Y4" W S€jBVI E N o I 1 ", I z I EXISTING HOUSE w ,. •I I N L.l N LP M M © oI zi zl I co N 1 I I I R. E.I. FILE: / W1-026.dwg , 05/10/00 15:13 Q 305 LF (f) NEW 8" 0 D.I. PIPE, CLASS 52 MOVE & REPLACE EXISTING RE I FENCE IN KIND 1 I 154� APPROXIMATE LOCATION EXISTING WATER METER ❑0 I PRIVATE OAD I EXIST. 30' PUBLIC WATER EASEMENT PER RC RECORDING I_ 7209030481 TL# 186038-0159 A EXIST. FIRE HYDRANT FLANGE 384.83 VERIFY PROXIMITY OF EXIST. HYDRANT TO PROPOSED WATER LINE, REPORT ADJUSTMENT TO PROPOSED WATER LINE LOCATION (IF ANY) TO RUPERT ENGINEERING & CITY OF AUBURN INSPECTOR PRIOR TO INSTALLATION. NEW 8"x8"x8" TAPPING TEE W/ FULL SADDLE & CONC. BLKG COA STD DTL WABL-1 STA 0+00 I� I EXIST. 30' PUBLIC WATERLINE EASEMENT PER RC RECORDING # 7209030482 EXIST. 8"0 I �, 25 ----- ----- --1 4.5'(t) 163.96' I 1 I 0 1n 4 Ii I I - a o M Imo, o f APPROXIMATE LOCATION OF EXISTING WATER METER DISCONNECT EXISTING SERVICE I I l Cl56 F LEGEND DESCRIPTION NEW EXISTING GAS WATER W --� SPOT ELEVATIONS x� STORM MANHOLE 0 STORM CATCHBASIN ■ ❑ SANITARY SEWER MANHOLE 0 WATER VALVE ►r Pa FIRE HYDRANT 'w WATER METER Lis ES NEW WATERLINE EASEMENT BEGINNING AT THE SW 1/4 SECTION CORNER OF SE 1/4 OF SECTION 5, TWP 21 N, R5E, W.M. THENCE EASTERLY N 89' 50' 20" W ALONG THE CENTERLINE OF SE 304TH 658.08 FEET, THENCE NORTHLY N 00' 50' 24" E, 660 FEET TO THE TRUE POINT OF BEGINNING; THENCE N89' 20' 16" W, 163.56' THENCE SOO' 51' 53" W, 15.0' THENCE S89' 20' 16" E 163.56' THENCE NOO' 50' 24' E 15.0' BACK TO THE TRUE POINT OF BEGINNING UWMA TAIL WITH CITY O I ( � AUBURN WATER DEPARTMENT I EXIST. FIRE HYDRANT 164.49' 135' N89'19'26"W EXIST. 8" o77 EXIST. 8"4 W' N W W W VV W W W W W �� W SE. 304TH ST. I-L N 89*19'28" W WATER LiNL EXTENSION PLAN 1"=30' NORTH LEGAL DESCRIPTION THE NORTH 268 FEET OF THE SOUTH 630 FEET OF THE EAST 135 FEET OF THE EAST 1/2 OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M.; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. THE SOUTH 362 FEET OF THE EAST 135 FEET OF THE EAST 1/2 OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE SOUTH 30 FEET THEREOF CONVEYED TO KING COUNTY FOR SOUTHEAST 304th STREET (HAZELWOOD S0400L ROAD); SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL #: 052105-9126 OWNER INFORMATION: ERV WCKLUND CONSTRUCTION 4210 AUBURN WAY N. AUBURN, WA. 852-7793 DATUM: CITY OF AUBURN BM# 34-N ELEV. 319.24 FEET RAILROAD SPIKE IN POWER POLE AT THE SOUTHEAST CORNER OF SE 304tH STREET AND 108th AVE. SE, POLE NO. X1933 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 VALVE SS - SANITARY SEWER DI - DUCTILE IRON SO FT - SQUARE FEET DS - DOWNSPOUT S/W - SIDEWALK D/W - DRIVEWAY TC - TOP OF CM EL - ELEVATION TP - TEST PIT UND - UNLESS NOTED OTHERWISE ESMT - EASEMENT EXG - EXISTING FD - FOUNDATION DRAIN S - SOUTH FDC - FIRE DEPT. CONNECTION W - WEST FF - FINISH FLOOR E - EAST FH - FIRE HYDRANT N - NORTH FL - FLANGE JOINT NW - NORTHWEST HC - HANDICAP SW - SOUTHWEST IE - INVERT ELEVATION NE - NORTHEAST LF - LINEAR FEET SE - SOUTHEAST LS - LANDSCAPING VICINITY MAP gogwym N.T.S. GENERAL PLAN NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATIONS, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION.) 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF THE CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. SHEET INDEX WI WATER LINE EXTENSION PLAN W2 WATER LINE PROFILE & NOTES JIILIIY UUfVI-LIUI NUIt: 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 U11UTY 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 CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. DATE `15-00- IRMED BY CITY' _ DATE: 04r2. fE�� U c3a D 0 F-i Z _J 5; 00 U i ` t� W W ` "' Z ze, w ? 3 z � � � Ll o U .'o J Z Of m D Q LAJ Cl J .� __0_ LJ C:D N a r7 wC:D #� r__j N o 0 i rR e FrIIw co `TUNA L t' I LA lnU.,J Vl f.JJ LVVV PROJECT REF: FAC 00-0016 DATE 3/15/00 THESE PLANS ARE "APPROVED" FOR DRAWN CONFORMANCE WITH THE CITY OF AUBURN S.S. ENGINEERING DIVISION'S REQUIREMENTS C>Alm CHECKED 511?_I" Approved By. JOB NO. 00026 Dote Approved; AJ-A O SHEET NO. Q0 0I S?6 385.0 382.0 379.0 376.0 373.0 370.0 367.0 364.0 361.0 358.0 355.0 352.0 WATERLINE PROFILE SCALE HORIZ. 1" = 30' VERT. 1" = 3' 0 Q j U REQUIREMENTS FOR fE� U) EXPOSED SOIL STABILIZATION CONSTRUCTION SEQUENCE � z d 1. SEASONAL REQUIREMENTS: 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR _j DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED EARTHWORK ACTIVITIES. > 00 ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE `1' FIELD WHEN IN THE JAG£MENT OF THE BUILDING OFFICIAL OR 2. SCHEDU__ AD ATTEND A PRE -CONSTRUCTION MEETING WITH N�l o THE OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT THE CITY OF AUBURN OFFICAALS. �' WARRANTED: 3. ESTABLISH THE CLEARING AND GRADING LIMITS. ' " W n W FROM APRIL 1 TO OCTOBER 31, ALL DENUDED AREAS AT FINAL 4. POTHOLE EX. 8" WATERLINE 0 STA. 0+00, Im Z Q GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO VERIFY LOCATIONS AND ELEVATIONS. Z REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE W STABILIZED WITHIN 10 DAYS. 5. BEGIN CONSTRUCTION OF WATERLINE PER CITY OF AUBURN REQUIREMENTS. 3 FROM NOVEMBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL a o GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT 6. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED "REQUIREMENTS ao rn OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA BY THE FOR EXPOSED SOIL STABILIZATION". , rn > 3cc GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO %` V) rn Ln REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED 7. RESTORE CONSTRUCTION AREA TO EXISTING CONDITION. % i V Z _4 AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN O � Q UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 2. STABLUZAT10N METHOD: HYDROSEEDING ids MULCHING: `L A. TIME OF PLANTING - DURING THE 11ME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. z (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, Cy IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN m NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) Q W B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING z SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE "CAT �I DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE WALKED" UP SLOPE. C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. W DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS 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 P m ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 CHEWINGS FESCUE 40% 97 80 RUBRA COMMUTATA) �RESTUCA JAMESTOWN,BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 90 V) (TRIFOLIUM REPENS) W E. "HYDROSEEDING" APPLICATIONS WITH APPROVED W SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE USED. Z C) F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. 00-00 Ctd WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE W W MORE HARMFUL THAN NO WATER. Q Li O J h" W Ia.J o u, s a. 6 s 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 LOCA1ONS 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 SUBJIECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. cs a l STYE ��► ` EXPIRES s/23/2W RECORD DRAWING CERTIFICATION PROJECT REF: FAC 00-0016 DATE 3/1 5/Q0 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED' FOR CONTR CTORIS CONSTRUCTION RECORDS. DRAWN S.S. CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING D I V I S I ON `S REQU IREMENTS p CHECKED L. K. BY:. AA1 95- DATE: , 610() Approved Br „`,.,�.,,,.; Z.l °O JOB NO. 0©026 WILE TION: � " Date Approved)L0 _ SHEET NO. ;ONARMED BY CITY: DATE: W 2 R.E.I. FILE: / W2-026.dwg , 05/02/00 09:17 .. Q412 00NflIs7o�