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HomeMy WebLinkAbout92D1271MAPLE DRIVE — T I.E. 311/5 nv� CONTRACTOR TO POTHOLE PER CONSIUCT ION 5EQUENCE. x AT STA 0.00. [FROBABLEWAIERL114E (L/ Q LOCATION � a Qz � � I STA. 0.00 EXIST, GRAVELED AREA \ NEW 68 MR %A TYRE 1-48 \ RIM 386..4 \ x I.E.0" NW. 31839 \ I E. 0" 8. 31659 i All IE 0" SW. 31831 (TEMP. PER CONST. SE41J ` - 1 PLUG SELLER LINE YARD x \ WATERTIGHT \ LIGHT EX 15' SANITARY" SEWER I \ ESMt. TO CITY OF \ \ TO BE RELEASED AS APPROVED BY THE CITY. \ 1 I I 14 O\4 \ b. \ \ 1 POWER POLE T I 1\ I x x� x EMT 12'x2O' x -T 1 1 1 x--x� CONC, DRIVEWAY 1 / II�FFjjj Y I I - ---- 309 uI I I 61X - STORiISE \ I 'al I I 1C f1'GATE EXIST SIX -PAC INDUSTRY � \ I I I REPLACE MATERIAL REMOVED IN \ \ \ I I OFFICE \ I KIND. A6 A MINIMUM THE CONTRACTOR TO BACKFILL TRENCH PER CITY OF AUMM \ I , \ 7RAILEI�4 yl 66A'1�l'i STANDARDS AID PATCH 9 \\ I -`+ i (. .31580 AVING WITH 2' AC PAVING® �I \ ' 1D'IE. I SE. 319A3 \ G I 4 T CRASHED ROCK (5A5') I \� \ (TY iANEW i' 35 LF \ \ 1 10' I, NW. 3T605 s MIN SAWCW r W l TH y74 6.0. �M ANC eE�Re 6TlT� a 1 � �\ \ \ \ I MEW aE q1I/ CENTERED ON PIPE \ TO GRADE v'I M 'R~ x xx —z _x ^ x \ r4T6ae \ UriL h SERV" Ewcolw _ NEA56MH. %15 TYPE 1-48 ' - -� 1 RN 390.1 \\�� ' PLld_ I.E. 0" N. 319.00 OF10" E. 311.10 NEW 20' SAL 9EWR ' I :::-- SETTER E81TT ® TA a LINE 1 TO 13E TM�� TED (TTpJNo rvsrwu AnsN �I 5 pjCITT OF NEIII 66N MK-1'TTFE F I � 5 . 4I i I IE. a' E. jle�ol7172 -6. I�I I I IF a' S, MODS J � d DAY CARE FACILITY I I I CONTRACTOR TO POTHOLE PER F. F. 391 : I ,'I O"TRLCTION SEQUENCE AT CROSSING I r� LOCATION ARID AT 5TA 2.11 II EX 86 MH RIM 36STS IE. 6' N 360.12 I I 0. 0 0 SITE PLANT CONSTRUCTION SEQUENCE 0 I. THE CONTRACTOR SHALL FIELD VERIFY (POTHOLE) DEPTH AND TYPE OF THE EXISTING SANITARY SEWER AND NOTF7 THE ENGINEER 50 THAT THE DESIGN DRAWINGS MAY BE CHECKED OR MODIFIED AS NECESSARY THE EXISTING MAN AND ALL EXISTING SIDE SEWERS ARE TO REMAIN IN OPERATION DURING CONSTRUCTION, EXCEPT AS NECE68ARY TO TRANSFER EXISTING SIDE SEWERS TO THE NEW MAIN AND TO BRING THE NEW MAIN IN LINE. 2. INSTALL THE MAIN AND SIDE SEWERS PER THE DESIGN PLANS FROM STA 0.00 TO STA 2.11. PROVIDE A TEMPORARY CONNECTION TO THE EXISTING SEWER PER PLAN AT STA 0,00 TO MAINTAIN THE EXISTING 5EWER MAIN FLOWS. 3. N6TALL THE MAW AND SIDE SEDERS PER THE DE91GN PLANS FROM STA 2.11 TO 5TA 1.21. PLUG THE TEMPORARY CONNECTION AT STA 0:00 PER CITY APPROVED METHOD AT THE TIME THE ENTIRE NEW MAIN 15 TO BE BROUGHT IN LINE. LEGEND - DESCRIPTION EXISTING STORM SELLER —ST ----ST 5ANIIARY SEWER - WATER — W W - CATCH BASIN T] ❑ FIRE HYDRANT PAVING CONC. SIDEWALK RETENTION PCfD � LANDSCAPING ® SPOT ELEVATIONS ,!- TAX LOT' f r \ \ OWNER - AUBURJ ADVENTIST ACADEMY WAYNE CULMORE, PRINCIPAL 5000 AUBURN WAY 6. A IMRN, WA W002 EXIST. DRAW MH. (206) 939-5000 _ RIM 38263 CCN TACT : DR ROGER FER4IS (206) 226-04SO 5" N. 318,06 5" SE. 31813 5' NE(.315.13 AGENT — — F14 RUFERT ENGINEERING 15CI WEST VALLEY HWY. N. SUITE 101 AUBURN WA 98001 EXIST. CB. (206) $33-1116 NE. COWER 382.11 CONTACT : SCOTT WOODBURY CORNER 381.94 \\SE. DATUM O"I \ E 94 9 319 CONC. CITY OF AUBURN BENCHmAR, 4-M RR SPACE W POWER POLE, SE. CORDER \ OF 320 ST. SE. AND AUBURN WAY S. \ R VATION 392589 \ TEMP. BENCHMARK \ K TOM OF 86 MR % (SEE PLANS) 5,EVATION 361.11 \ BASED ON CITY DAM NOTED ABOVE. \ SEATTLE HEMLOCK \ INDUSTRY \ to \ \ Ex. SD M4 XISTING EASEMENTO 0 THIS PROJECT INVOLVES A PORTION OF THE SEWER LINE DESCRIBED N THE POLLOWA43 EASEMENT RECORDED SEPT 5, 1%S UDER AF. 65644613 AND FILED IN VIOL, 5% PAGE 429, A STRIP OF LAND 5 FEET N WDT14 LYING N THE MU V4 OF SEC. 21, TWP 21 K RANGE 5 EAST, WIL KUNG CO, WASH THE CENTERLINE OF 04C14 IS DESCRIBED AS FOLLOW: STARTING AT SASH. STATE MVr. DEPT. P,O.T. MOIL: TH SOUTH 45'I1'30' EAST 94412 FEET ALONG CENTERLNE OF STATE Mr. NO. N TH NORTH 31'36'10' EAST 3023 FEET TO TPOB: TH NORTH 373610' EAST 832.99 FEET: TN NORTH 00'22'03' LEST INS& FEET: TH SMT14 883045" EAST 46965 FEETi TH 501135" EAST 399,19 FEET: TH SOUTH 61'46'43' EAST 381 FEET MOTE OR LE66 TO THE WESTERLY MARGINAL LINE OF SE. THE PORTION OF THE EASEMENT ABOVE THAT 15 UNDERLINED IS TO BE CORRECTED AS DEBGREED BELOW TO FOLLOW T1E PROP05ED SEWER REALIGNMENT. THE CORRECTION DOCUMENT(S) SHALL Bf SUBMITTED TO THE CITY, AFF'ROVED PRIOR TO T1E START OF CONSTRUCTION, AND RECORDED FOLLOWING COMPLETION OF CONSTRUCTM s \ EXIST. 40' RGNi-OF-WA7 FOLLOWS TING PAYING LOCATION �SAPPF40XMATE 1a' \ \ \ c\ 5" 81 SHOP �Y STA 6 \ \ \ \. P TUB 020 3 PLUG Ex. 9AN \. IE. 10 DO STA 5.4<T7PE III-46 \ E. a Nu �.9e SEWER WATERiK+HTi � EXIST. GATE 6 i \ IE. 6' 11LLL \ 1 NEW 86 MR. NlA _a RIM361A Fraf — 4 \ it. a• SE pe43 Sae. 97 IE. a"W. Oel 3Bo-87 t V C; N 0--U T T :1 I I ITS 1 11I id I I y 1 I 16,J I b: I i NORTH° V I C INRY_ MAP ASEMENT CORRECTIGi� A STRIP OF LAND 15 FEET IN WIDTH LYING IN THE NW 1/4 OF SEC. 21, NIP 21 N, RANGE 5 EAST, WM, KING CO, WASH. THE CENTERLINE OF WHICH 15 DESCRIBED AS FOLLOWS: STARTING AT WASH. STATE HWY. DEPT, P.O.T. MON.: TH SOUTH 451130" EAST 144412 FEET ALONG CENTERLINE OF STATE FRAY. NO. 5: TH NORTH 37300" EAST 3013 FEET TO TPOB: TH NORTH 31'36'10" EAST 8323E FEET: TH NORTH 00'22'05' WEST F51.98 FEET: 1H SOUTH 88'50'45" EAST 489E5 FEET: TH SOUTH 551135" EAST 162b3 1=EET TO 114E END OF SAID CENTERLINE. ALSO NCLUDWG A STRIP OF LAND 20 FEET IN WIDTH LYING IN THE NW 1/4 OF SEC. 21, PP 21 N, RANGE 5 EAST, UPI, KING CO, WASH. THE CENTERLINE OF WHICH 16 DESCRIBED AS FOLLCIUS: STARTING AT WASH. STATE MY. DEPT. P.O.T. MON, 114 SOUTH 45'I1'30" EAST 144422 FEET ALONG CENTERLINE OF STATE Mr. NO 5: TH NORTH 31'36'0" EAST 3023 FEET: TH NORTH 31'36'0" EAST 832.99 FEET: TH NORTH 00'22'05' HEST 15196FEET TIJ SOUTH 06'50'45' EAST 46966 FEET: TH SOUTH 551115" EAST IS2b3 FEET TO TPOB: TH SOUTH 01'34'31' WEST II TOO FEET: IH SOUTH 11'51'05' EAST 11969 FEET: TH SOUTH 82'411P EAST 24231 FEET MORE OR LE06 10 114E UESTERLI" MARGINAL LINE OF ACADEMY DRIVE S.E. (SE. 13(tK PLACE). THIS 16 A CORRECTION EASEMENT FOR INSIRJMENT DATED SEPT. IS, 1969 AND RECORDED UNDER AUDITOR'S FILE NO.6564465 AND FILED IN VOLUME 59, PAGE 425, M lftv F. b' pH'C 8DR 35 8 --`..._ \ _ . 8TA5W/ 5 4,:.... \ NEW78'LF �" PVC 35 ® \\ \ SIDE SEWER STIR 5=0A1 t11K / 3+71 \ NEW 504TART SEWER EA'RT STA4eNEW;eLF 6" PVCaM 35 \ \ THE OF ALbUN SIDE SEWER 6TUB S - OCT M\ \ M. la. \ \ \ EX CJB. \ . .. 55�+{i�1 1 RIM UNDEVELOPED\ \ \ \ \ \ SIBY'b LP 6" Pic 6DR 35 IF 10 MI'1�384,6 \ \ _ GRA55 AREA \ \ \ SIDE EERIER STUB 8= COT MR\.\ \ \\\ \c 4l \ \ \ EX b' CHAIN \ �, APPROX. LOCATION TOP OF BAN, ABOVE GREEN RIVER VALLEY Ld LLI LU o(D <� LLi n, I� =3 m U Q � Y al w LH T U- Z L LLI IRA r SANITARY \ \ \ LINK PENCE ( 33I SEWER ESMT TO CITY OF AUBURN TO BE \ 3 \ \ /\ VERIFY IF EX SIDE S R RVES �61DENCE TO SOUTH RELEASED AS APPROVED \ \` O \ _ �. \ :. \ Sl•, AND RECONNECT TO STUB AT STA 1.02 AS BY THE CITY. \ f 39\ \ NECESSARY. 9THERW16E ANDON STUB. 7447 ti \ \ \ • ./ \\ , \ PLrj 5EUE'R T w tT © STAsrr \ TAX PARCEL 50LNDARY LINE (TYPJ NEW 31 LF 6" \ PVC SOR 35 SIDE'S hEooTUB 6x OAI MIN uF I THESE PLANS *Re 45-bm2r glvD 7RE lNFORMgToN SHOWN gc vRAre[y REriE-rs r\j\ ExrSTING F/ELD CW/DITONS As eF '-Ml E)ATt: Z-FS-95 I t03 viol G THESE PLANS ARE "APPROVED" FOR CONFORMANCE VATH THE CITY OF AUBURN ENGINEERING DIVISION 'S RE MEN15 APPROVED BY*-&� DATE APPROVED: 7 - Z8' `M LINE RANTER! RIM b8 ,"p x EX 10" NW. . 38152 ry RPPLACE WINEW M: I OR 0 RECHANNEL EX. MH AS Q NECESSARY (AS DIRECTED \ \ BY THE ENGINEER OR CIT'. INSPECTOR -DEFENDS ON SOUNDNESS OF EX. MH DATF 2-6-1991 DETERMINED BY FIELD CNE XPOBED DLRNC DRAWIJ 'CONST. EXCAVATION.) T.GJ$.$. 44\ CHECKED 5.5a._ — JOB NO. 900&-:• ! g4 ® SHEET NO, E 4 32 STA 1+OZ NEWjKLF b" PVC 5DR 35 I OF 3 WE 5EWER STUB 5= 0.01 MIN n� 3 Qu/5 giD►2'21 I of 3 GENERAL CONSTRUCTION NOTES I. ALL WORIOMANSHIP MID MAILET IALS SHALL CONFORM TO THE C I I Y OF 12. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS PROJECT AUBURN'S REQUIREMENTS AND SPECIFICATIONS. SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM 2. STANDARD SPECIFICATIONS SHALL BE 1901 APWA AS MODIFIED BY THE ON -SIZE CONSTRUCTION, AS DIRECTED BY THE CITY. CITY OF AIbUIN. INCLUDING AUBURN'S STANDARD DRAWINGS. 13. CERTIFIED AS -BUILT DRAWINGS ARE REQUIRED PRIOR 10 PROJECT 3. A COPY OF THESE APPROVED PLANS SHALL BE ON -SITE DURING ACCEPTANCE, REFER TO "CERTIFIED AS -BUILT REQUIREMENTS'. CONSTRUCTION. 14. WHEN UTILITY EASEMENTS ARE REQUIRED, 111E MINIMUM WIDTH SHALL 4. PRE -CONSTRUCTION MEETING SHALL BE REOIIREO PRIOR TO ANY ON- BE FIFTEEN FEET (15'), DEPENDING ON DEPTH AND LOCATION, NO SITE WORK FOR ALL PIRILIC FACILITY EXTENSION PROJECTS. ND PERMANENT STRUCTURE SHALL BE CONSTRUCTED WITHIN A 5. ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, DISTANCE OF TEN FEET (10') OF SAID EASEMENT, SANITARY SEWER, STOW SEMEN, GAS, PURR, TELEPHONE AND 15, THE CITY OF AUBURN HAS ESTABLISHED TYPICAL TRENCH EXCAVATION TELEVISION), I AND BACKFILL DRAWINGS 10 BE USED FOR THE INSTALLATION OF 6. DURING CONSTRUCTION, CONTRACTOR SHALL BE REQUIRED TO CONTROL UTILITIES. REFER TO THESE DRAWINGS FOR DETAILS BEFORE ON -SITE STORM WATER RUNOFF BY USING TEMPORARY STARTING CONSTRUCTION. EROSION/SILTATION �ONHROL PROCEDURES. NO SEDIMENT LADEN 16. ALL REQUIRED LANDSCAPING SHALL CONFORM WI IN CITY OF AUlIR N STORM WATER SHALL BE ALLOWED TO DISCHARGE INTO THE CITY OF ZONING ORDINANCE, SECTION N. 18,50. AUBURN'S STORM DRAINAGE SYSTEM OR ONTO ADJACENT PROPERTIES. 17. FOR MH AND CB RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK O 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE RIMS AND CASTINGS'SIMLL BE FOURTEEN INCHES (14') WITHOUT THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ADDING NEW SECTIONS. ELEVATIONS AND LOCATIONS SO AS TO AVOID DAMAGE OR DISTURBANCE 18. ALL MANGLES AND CATCH BASINS IN PUBLIC RIGIIT-0E-WAY OR DARING CONSTRUCTION, EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, IT. EXISTING PAVEMENT SURFACES SHALL BE SAWCUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 9, THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL. 10. ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STOW) OF FIVE FEET. II. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DOE UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR OR A LICENSED PR TONAL CIVIL ENGINEER. SANITARY SEWER CONSTRUCTION NOTES I. REFER TO GENERAL CONSTRICTION NOTES FOR GENERAL REQUIREMENTS 2. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHORN ON THE DRAWING AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 3. SIDE SEWER SHALL BE INSTALLED FROM THE CITY SEWER MAIN TO A MINIMUM OF FIVE FEET (5') BEYOND THE PROPERTY LINE AND SHALL BE A MINIMA SIX INCHES (6") IN DIAMETER WITH A ONE PERCENT (1%) MINIMUM SLOPE, 4. SIDE SEWERS SHALL BE INSTALLED, WHERE REQUIRED BY THE ENGINEER, USING COMMERCIALLY MANUFACTURED TEES AND $HALL BE PLUGGED WIT" WATERTIGHT PLUG: ALL JOINTS SHALL BE APPROVED RU30ER GASKETED JOINTS. (THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (I') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON TTE 2 X 4.) IN ADDITION, THE LETTER "S', TWO INCHES (2') HIGH, SHALL BE NEATLY IMPRINTED IN TINE TOP OF THE CURD BEFORE THE CONCRETE HARDENS TO DESIGNATE THE SIDE SEWER LOCATION. 5. LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED OUR NO CONSTRUCTION UPON AUTHORIZATION OF CITY. CONTRACTOR SMALL NOTIFY ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. 6. CONTRACTOR SHALL OBTA.N ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 7. IT SMALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSANE THAT NO CONFLICTS OCCUR BETWEEN SANITARY SEWER LINES AN) PROPOSED OR EXISTING UTILITY LINES DURING WISINIICTION. IT. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER WIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PIPE INSTALLATION, TRENCH EXCAVATION, &4aFILL AND PAVEMENT RESTORATION. Y t- :1 7 2 CF 9. TEN FOOT (10') HORIZONTAL SEPARATION SHALL BE MAINTAINED AS A MINIMUM BETWEEN SERER AND OTHER EXISTING OR PROPOSED UTILITIES. TO. ONE FOOT (I') VERTICAL SEPARATION SHALL BE MAINTAINED AS A MINIMUM BEIREEN SEWER AND OTHER UTILITIES WHEN A CROSSING OF UTILITIES OCCURS. IF ONE FOOT (1') MINIMUM IS NOT POSSIBLE, THEN A SAID CUSHION SMALL BE PROVIDED AS DIRECTED BY THE ENGINEER, 11. ALL CONNECTIONS OF SWI 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR WK MANHOLE ADAPTORS, OR APPROVED EQUAL. 12. PIPE FOR SANITARY SEWERS SWILL BE SDR 35 PVC WHEN PIPE COVER EXCEEDS THIRTY-SIX (36") INCHES. REINORCED CONCRETE SEWER PIPE, SON 21 PVC, OR DUCTILE IRON CLASS 52 CAN BE USED MEN APPROVED, AND PHUYPILY FOR CNERSIZING PIPE -AND DEEP OR SHALLOW TRENCHES. 13. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED TWELVE FEET SIX INCHES (12'-6') FOR SON 35 PIPE. 14. BEDDING FOR PVC PIPE SHALL BE 5/8' MINUS CASHED UDC(, FOUR INCES (4') UNDER TO SIX INCHES (6") MINIMUM OVER THE PIP:, 15. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8' MINIS CRUSHED ROCC, SIX VICES (6') UNDER TO SIX INCHES (6") MINIMUM OVER THE PIPE. 16. ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A' BANK RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. 17. PIPE TRENCH BACKFILL MATERIAL WITHIN THE RIGHT-M-WAY SHALL BE 5/8' MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. 18. AN OIL/WATER SEPARATOR WILL BE REWIRED TO CONNECT BUILDING FLOOR DRAINS TO THE SANITARY SEINER. NEW SS W. 8A TYPE 1-6 RIM 388.4 I.E. 10" HIT. 378.39 I.E. 10" S. 378.59 390 388 10' N. 379.0 10' E. 379.10 N .............. 1 I 38C EXIST. 10' SANITARY ............... ............. SEWER S = 0.0030 .......... ............. .117 LF 10' PVC SDR 35 S = 0.0035 ........I....................................................... ' W STA. 0+00 x NEW SS M1. NSA TYPE 1-48 RIM 358.4 : I.E. 10' W. 378.39 \: 11. 10" S. 378.59 \ x I.E. 10' SE. 378.39 (TEMP. PER CONST. SEO.) \ ..I.. PLUG SEWER LINE � x �1iERilONT EX ESMT M p \ I O \ 1 SEE SHT? I f17 T. 12 20 DRIVEWAY NEWI. . 20' SANE SHIER I TE IF AIDUW. ESM'T TO CITY \\ I \ \ \ TRAILUS ,'I EX. SSMH .-J7 10' 10'..�. + w 8" I. S. 3739.80 79. \ a 10" IE. SE. 379.03 10' i.E. W. 379.05 NEW SS W.IN TYPE 1-48 \\ I// I.E. 10' N. 379.00 I.E. 10" E. 372.10 V �� .-'�'• ".��� " - NATAL-� �-IAXPARCEL f 50U4PARY LINE RISEN 01r.) 17 I� I� PLUG .F I ' I r1, SEVIER NOT INSTALLED DAY CARE FACILITY F. F. 391 i NEW SS IN. RIM 368.5 17 TYPE 1-4. T I.E. 10' W. ,}j3.i6371. n EXIST. I.E. 10' E. F8yFD77.9/ �`- _GRADE........... .. I.E. 10" S. 380.08 .. . i PLAC ESN,) Ilk, I I �\ W H STAs/N8 . )rT/ Z I I' ,:;:, I .I I NEW SS W. 7 TYPE 1-45 f ti I.E. 10' W. 379.70 Imo' I.E. 10' E. 379.90 I.E. 10" S. 310.01 NOTE. C' i BALANCE OF I NF(XRMAT I ON FER SAT. I 0 PLAN 1 = 20' NEW 20' SUN. SEWER ESM'T TO BE DEDICATED TO CITY I42 OF AUBURN (TYP,) .... ® .... 382 fir. N. ..... EXIST 8" ...T .......... .... . .............. SUN. SEWER 380 79 L.F. 10' PVC SDR 35 S = 0.DO34 I 'PLANS ARE 45-8.,LT AND ............. ............................. ..... ..... 79c SNfOR.NA�,ON SHOWN' AmuRAT! A CFLlCPS 6XISnJV6 FIELD 378 CONDJT/ONS AS OF 1145 DArnit PROFILE 0 L 0 Z - Z3-93 SCALE I" = 20' HORIZ. I" = 2' VERT. lAlll0l�r► THESE PLANS ARE 'APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING OVISIOn'S REQUIREMENTS APPROVED BY'99ov, =e& L-.--J.6 DATE API30VEu: 7 -ZB- 9Z m 64-1 j S U S Oq K g 00 o Q m G o > E 3 6 U 0o{� l'JO N K o W w Z 5 z Z W i H9 F P (1 D a Z 3 OU h V) Z LLJ LLJ > LLJ 0 V) Z 0:� W D 0 m Q W � U = Q Q $ m Y Y � 6 Q J d J 2 a a F5 6 � ro N E 4 DATE 2-6-1991 DRAWN T.O. S.`,. CHECKED S.S.W 308 00. 9008-161 SHEET NC. 2 OF 3 9ZDml1 Z 0G 3 \ W 'I PLUG SEWER LINE WATERiMHT (5 PLACES) R4fV17E c� u STA. NEW SS Mi. 7 TYPE 1-48 I.E. 10' W. ;78-60 371-T1 �olo� I I.E. 10" E. u111'9 371.11 K' I I.E. 10" S. 380,08 n I I N T-TI I f j EX. SS MH I ` RIM 38937 II I.E. 8" N. 380.72 141' \ L( EXISTING SIX -PAC INDUSTR SHOP EXIST. CO. 9 p\ I.E. 10" SE. 384.00 l� I.E. 10" NW. 383,98 \, I.E. 8" W. 384.37 PLUG EX. SAN. SEWER WATERTIHT \�`�9EXIST. GATE lbi1 \ \ \ SSA' 444 TYPE ss P - T�- T ETwT —� \ I.E. 10' W. L.F. 1 10 S = 0 0035 \\ \\ \\ NEW \ \ f�. SANITARY SEWER ESM' T SIDE SEWER \ \ \ STUB PER SHT. I 15" ST \ (TYPICAL) \ \ \ NA I.E. \ \ 8' W. 9 \ \ \ \ I .E. 10 Na. 14 CEX.ESMT SEE SH7 1\ \ \ "\Fk \ \ EX. 6' CHAIN LINK FENCE \ APPROX. LOCATION TOP BAW ABOVE GREEN RIVER VALLEY BALANCE OF INFORMAIION \ \ 1 PER S\ \0 \ \ IT. t9SN -- -- -_. .-- ------ -----�\--�--''� '... �- \ EXIST. 40'RIGHT-OF-WA FOLLOWS EXISTING PAYING. LOCATION APPROXIMATE PLUG SEWER LINE WATERTIGHT \ ♦T ® NEW SS MH. 7 TYPE 1-48 10" W. VO-ft ST7.71 I.E. 10" E. 3MTft 391.41 390 v; I.E. 10' S. 380.DO ... _ .......... ....... .......... .. TAX PARCEL BOUNDARY LINE (TYP) z� PLAN I" = 20' l94� r M s 1•s STA. 50q TYPE III-48 + q IKW RIM g W1. 7A 387.0 i.E. 10" SE. 380-.-3 580 177 I.E. 10" W. 380-82T s Bo. B 7 L � GRADE ........ j . 0 U PROFILE SCALE 1" = 20' HORIZ. 1" = 2' VERL 7F ` STA..74A— \ E IST. SS- 8 l64� RIM EX. 10' W. I.E. 381.52 EX, 10' SE, I.E. 381.62 EX. 8' E. I.E. 381.88 A NEW 10" N. I.E. 381.52 L21 SEE SHEET 1 74.41 S"-A. PIK EXIST. SS MH. 18 (RIM 387.68 ® i EX. 10' NW. I.E. 111.52 EX. 10' SE. I.E. 381.62 EX, 8" E. I.E. 381.88 NEW 10" N. I.E. 381.52 .......................... ....... 390 I 388 -TNESE !'CLANS ARE 95-13VIL7- ON[) 7TIE IN!<ORMHTION SHOWN Aa ,R4TE6y /{CFLEc7-5 E,STJNS FIELD CONDI-n.NS /45 of 7Ri5 DFlTEz-23- q'S -« I11-301A 5— G /Q CS) LLI Z } Cii W C) m U 3 W LL- a_ 86 Q CL v� c N Z Z j K U Q U Q J J d D_ a a _ 0 o 3 CD Q ¢ ¢ FAC 0013-91 DATE 2-6-1991 THESE PLANS ARE "APPROVED" FOR / 131ANN CONFORMANCE WITH THE CITY OF AUBURN T . 0 �$ . $ . ENGINEERING DINSI�ON'S REOUIREh NTS CHECKED S.S.W. APPROVED BY:' /A'� �ICE NO. 9008-I61 DATE APPROVED: 7 - Z B ' 92 SHEET N0. OF 3 �F BIZ of 3 Cl 17►s