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HomeMy WebLinkAbout93D1216 1 2 3 4 5 6 7 LEGAL DESCRIPTION m I ca LOT 4, 5, AND 6, BLOCK 1, SOUTH AUBURN GARDEN TRACTS, ACCORDING TO THE PLAT 1 - THEREOF, RECORDED IN VOLUME 20 OF PLATS, PAGE(S) 76, IN KING COUNTY, m° ( 23RD S- SE 22I4D 7 �'E � 112 WASHINGTON. I o zl O jh.,....._._,..�..,_........„.,... A PARCEL B: m THAT PORTION OF GOVERNMENT LOT 2, SECTION 30, TOWNSHIP 21 NORTH, RANGE 5 EAST, z o rn ° I NEW RAMADA 2 4 H S T 8 WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: I {yJ---»- BEGINNING AT THE POINT OF INTERSECTION OF THE WEST LINE OF SAID GOVERNMENT I z z FF EL=102.44 (MATCH EX t E tis't ...... LU I 2'I 0 LOT WITH THE SOUTH LINE PROJECTED WEST OF LOT 3 IN SAID BLOCK 1 OF SOUTH " O BIDG) F•- '. . T' Vl AUBURN GARDEN ° O ( "' - TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 20 OF PLATS, PAGE(S) I I � S 89'58'39"E 197.9T (198'-DESC.)--- y 3a 76, IN KING COUNTY, WASHINGTON; �-7' _ Y -� 3 a EXC T T 167.9T SOUTH EDGE � o ` THENCE SOUTH ALONG THE WEST LINE OF SAID GOVERNMENT LOT 2 A TG=102.0 EXTRUDED CONCRETE CURB TYPICA2 OF GRAVEL D ''7 ; '{? �'� ST> m o DISTANCE 95 FEET TOL D I IE=9 .22N a THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; r yr r p x BRING LOT • rr THENCE EAST PARALLEL TO SAID PROJECTED LINE AND THE SOUTH LINE OF SAID PLAT; THENCE SOUTH ALONG THE EAST LINE OF SAID SCHOOL LOT 40 FEET; 88 �•� �� THENCE WEST PARALLEL TO THE SOUTH LINE OF SAID LOT 3 AND SAID SOUTH LINE '' SAWCUT CONC. S/W. CREATE M� ° PROJECTED WEST A DISTANCE OF 198 FEET TO THE WEST LINE OF SAID GOVERNMENT LOT 2; s FINISHED EDGE ON REMAINING EX BUILDING EXCEPT THEREFROM THE WEST 30 FEET THEREOF FOR "A" STREET SE S/W END. TO REMAIN B I 111/2 DEDUCT FLOOR DRAINS ITE P PARCEL C: ME a ONLY _ THE EAST 168 FEET OF THE SOUTH 63 FEET OF THE FOLLOWING DESCRIBED PROPERTY: 1 y zo I N _ _ _ - y -` N 89'58'39'W 197.97' - - �98_DESiC. - -- $"` _ ° "`�g gA ,,a # THAT PORTION OF GOVERNMENT LOT 2, SECTION 30, TOWNSHIP 21 NORTH, RANGE 5 EST, q N i zT WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: m o 1 6" METAL STRIP DRAIN rOt30% 1 .} ,�,1 ,r a 1a = r BEGINNING AT THE POINT OF INTERSECTION OF THE WEST LINE OF SAID GOVERNMENT I m ni I i , LOT WITH THE SOUTH LINE PROJECTED WEST OF LOT 3, BLOCK 1, SOUTH AURBURN `° I ;� $ �" "�" " �{ ,.q 3002 A STREET S i- /i ' ` LJ GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 20 OF PLATS, ff=10244 / I f / /�' g DEMO EXISTING CURB PAGE(S) 76, IN KING COUNTY, WASHINGTON; THENCE EAST ALONG SAID PROJECTED LINE 1 (n N O / Cr v� 7R1 '#• a AND ALONG SAID SOUTH LINE OF LOT 3, A DISTANCE OF 198 FEET TO THE NORTHEAST I I I 1 - STORY WOOD CORNER OF SCHOOL LOT AS SHOWN ON SAID PLAT; THENCE SOUTH ALONG THE EAST LINE C STRUCTURE '% o OF SAID SCHOOL LOT A DISTANCE OF 198 FEET; THENCE WEST PARALLEL WITH THE SOUTH x �' Y LINE OF SAID LOT 3 AND SAID SOUTH LINE PROJECTED WEST, A DISTANCE OF 198 FEET TO = `^ OIL/WATER •-• ' THE WEST LINE OF SAID GOVERNMENT LOT 2; THENCE NORTH ALONG SAID WEST LINE TO ,1• ,,II ,lH ' "�,z '" THE TRUE POINT OF BEGINNING. I n •l IIEPgRATOR ,,CURB REMOVAL / o _ r 866 m u m I 2 2-11 700 j0225 ° 6' METAL STRIP DRA IS7 ELEVA710NS IE 98.60 0 7.5 Lj 1(%J� 4 C REFER TO THE CITY OF AUBURN DATUM, 1 N o a - 7 I T # " .1 1 SITE BENCHMARK NO.1 I _ " S 89'58'06"E SCRIBED "X" IN TOP NORTHWEST BOLT OF FIRE HYDRANT BEFORE WORD "OPEN" AT I W > --N �9'58'3 �a» ; = , 197.97' 198'-DE --- d 2.00' - •' �--{{ n T J° 067.97 - d +.7 9 NORTHEAST CORNER OF "A"STREET SOUTHEAST AND 31ST STREET, ELEVATI0N=104.45. z - - - -= "T- - - - - - - - - 8' WOOD FENCE rt I i ° ' j i SE 1 •---1 c�i I - N 24 W ° 167 97 -- m MINIMIZE DISTURBANCE NEAR { r �' SITE BENCHMARK NO.2 I m E w S •V-. ;S ►I. > a `"-`I N `� r--cT' EXIST. CURB AND GUTTER RAILROAD SPIKE IN SOUTHEAST FACE OF POWER POLE AT BACK OF CONCRETE WALK, SOUTH OF I � z - � ti' __ _.. -- coos DURING CONSTRUCTION. o NORTHWEST PROPERTY CORNER, ELEVATION=103.00. 2' CO CRET DRAINAG. CHANN A1'E CHANNEL /oo HAY BALE, SEE NOTE 1 M n I o ;..OPE o% VI C I N ITY MAP NX H GENERAL NOTES I NOT TO SCALE 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN S REQUIREMENTS I o,-, SSCO A o m z AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED I p N $ IE 98.00t ` I i 1gg g6 m Iz PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. _ �_ a "' SEPA FILE NO. y D 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE > Z I DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, I m p Y m y o SEP02-0005 AND MUNICIPAL CONSTRUCTION" (2000/11ATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR z MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD Z o - `x m x a m J S, CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE I D c m ° BLDG. PERMIT N0. � `> " § AT THE JOB SITE DURING CONSTRUCTION. `� ° 6 Y SAWCUT AND o o Xy0 REMOVE ASPHALT •+ 3. APRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL I I m ' ADD02-0004 O a o o o CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE m A°A m x a A MEETING. I r - - - o - - - - - --a - g' WOOD FENCE OWNER / DEVELOPER CIVIL ENGINEER 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS r I a z a CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL = A D'AMATO CONVERSANO INC. BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS I I ;n o �0�5� I tbar Technologies, Inc. 2821 NORTHUP WAY, SUITE 200 O OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD m a UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBIUTY FOR, UNDERGROUND i N O I ,� �i BELLEVUE, WA 98004 FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE �' A Subsidia of A bar Automotive ' O OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL I I ry 9 (425) 827-2238 a0 FRANK OFIERO ' ` E ONE-CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM r S TU I xga `m �./ m 5868 S 194TH ST SEWER, GAS, POWER, TELEPHONE AND TELEVISION). I r0 €' 5. PRIOR TO 7H START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING I 1015J 0o O KENT, WA 98036C\j W MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY T; x 0 (253) 395-1177 - N BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, I I 18 LF B" PVC SUR 35 -� HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 4 12" SD T 5 i9e ® SL=0.0110 a'- z CO '' /^�^ O 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS 0 13 °% xq6 0 0 ARCHITECT O V J W C> PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC tit00 CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL I '�° * IE=98.01 x 10a2v < I COLLINS WOERMAN W W O` CONTRACTORS AND THEIR SURETY SHALL BE UABLE FOR INJURIES AND DAMAGES TO PERSONS A 777 108TH AVE. NE. Q J w Q AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE I r I W I CONNECTED WITH THEM. I ExcB r ° - - - - - - - - 6' WOOD FENCE BELLEWE, WA 98004-5118 - - - - - - 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACIU7IES SHALL BE DONE I T =191.51 (425) 889-3333 UNDER THE DIRECTION OF A WASHINGTON UCENSED LAND SURVEYOR OR A WASHINGTON IE= 5.91 EXCB #2 WITH SOLID UD Q O = J Z LICENSED PROFESSIONAL CIVIL ENGINEER. I (TRAP) p' (425) 828-9116 FAX - 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S I �,� TG=102.27 a LU (, F "RECORD CONSTRUCTION DOCUMENT' HANDOUT. I I �` `P' IE=97.97 0o N ZONING - "C-3" HEAVY COMMERCIAL IE=97.90 0 o PARCEL NUMBERS wLL Q PIPE INC 466SA m" w €� LOT SIZE - 51,679 SF OR 1.19-AC. TGCBD1.70 EXTRUDED CONCRETE CURB m m O 787740-0030-01 I 0 W SEPARATOR W H HIE=9690 O (TYPICAL) < o ALUMINUM UD 787740-0035-06 T TESC NOTES bm 3D2,D5-9D46-D, y IE-96 85 c -+ TG=102.75 "1 r z IE(IN)=97.25 \A U Q Z W (OUT)=96.92 SHEET INDEX Lu B T=93.80 1. EROSION CONTROL MEASURES MUST BE IN I �o o LU PLACE PRIOR TO SITE IMPROVEMENT I z 0 9DLF s' PERF PIPE �o.D� sLOPE xlo TITLE SHEET, VICINITY MAP, T.E.S.C. & DEMOLITION PLAN .......... C-1 U N CONSTRUCTION. PROTECT THE EXIST. I I -1f4FIL#ATjG! PIPE - - - - DETENTION POND FROM SEDIMENT & DEBRIS. " 20' FRONT vpeo StTBACR .,° m GRADING, STORM DRAINAGE & SITE IMPROVEMENT PLAN.............. C-2 Z 1LU Q 2. ANY DEBRIS OR SOIL TRACKED FROM SITE 30, 30' +�� MISCELLANEOUS DETAILS................................................................. C-3 O N MUST BE CLEANED DAILY. ka, ACCESS - - O (a+ 3. CATCH BASIN INLET CONTROL SHALL BE I w k{ N 89'59'03*W9.97 � � M 0 WH In INSTALLED ERE CB HAS OPEN GRATE. I m -+ ° - ' - GRAPHIC SCALE Z CUT/FILL QUANITITES I c CONCRETE CURB & GUTTER CONTROL MANHOLE #1oTYPE AsaHALr` THE ORIGINAL CONSTRUCTION DRAWINGS HAVE BEEN 20 0 +0 w `! FILL = 9.72 CY > rG54a27D rIIER' REVISED TO INCORPORATE INFORMATION SUPPLIED BY � Q 9, „ THE CONTRACTOR PERTAINING TO THE UTILITY % Q NET = 10.28 YCY I SS 1° SS _ .- Sc _. SS -- +- SS ----tL inch 1'�' - - - - 01,17 3o"� - - IMPROVEMENTS AS THEY WERE CONSTRUCTED. { >acb = zo tc �j N EXCB E1 (GRANT STREET) N EGee„8 �E706 6 SOUTH 358TH STREET (31ST STREET SE CALL 48 HOURS BEFORE YOU DIG CONSTRUCTION SEQUENCE I o - = ) 2" GAS IE=96.7 w 1. PROJECT SITE IMPROVEMENTS TO BE � �� 1 -800-424-5555o 0 FINALIZED BY SUMMER ?n 02. 2 2. ATTEND PRE CONSTRUCTIT1ON MEETING WITH M 0 w I PROJECT REF: ADD02-0004 RECORD DRAWING CERTIFICATION SHEET TITLE: cn CITY OF AUBURN I S�^; STM02-004 THESE DRAWNGS CONFORM TO THE H 3. INSTALL EROSION CONTROL MEASURES. I THESE PLANS ARE APPROVED FOR CONTRACTORS CONSTRUCTION RECORDS. CIVIL 4. SAWCUT PAVEMENT. � CONFORMANCE WITH THE CITY OF DEMOLITION & 5. EXCAVATE / ASPHALT REMOVAL FOR SITE I AE@REMS�%INEERING DIVISION BY DATE T.E.S.C. IMPROVEMENTS. Mac I, PLAN 6. INSTALL SITE IMPROVEMENTS. y• 7. STABILIZE DENUDED AREAS. APPROVED BY: TITLE/POSITION: 8. REMOVE EROSION CONTROL MEASURES ONLY SHEET N0. /� AFTER SITE IMPROVEMENTS HAVE BEEN DATE APPROVED: CONFIRMED BY CITY: C DATE 8-03-OZ CONSTRUCTED AND ENTIRE SITE HAS BEEN 11 STABILIZED. PREVIOUS NOS. FAC 0040-92 BLD 0607-92 Date : 20020823.0909 File : 0:\Dci-Civil\2001\01-12-039-3313-Aubum\dwg\01039pin-3313.dwg cdyer 93 � � (b NW 1/4 SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. 2 8 4 5 6 7 o Z Z "I v 8 ° ELEVATION SHALL BE SET (sl A 10° I z z ro I I NEW RAMADA CB1 TYPE I W/ VANED GRATE TOP OF BERM, AT 25 OR 10 YEAR DESIGN i> 8 EE)EXC I FF EL=102.44 (MATCH EX T.G.=101.03t (MATCH EXIST. GRADE) DIVIDING POND STORM WATER SURFACE ZAl U I.E.=99.14 INTO 2 CELLS 0 14 2.5° 5" BLDG) 2a 167.9T ) 0 yR 1.5° TYP Y. - 12" MIN 0.S 89'58'39°E 1�7' (198'-DESC.)-- o EXTRUDED CONCRETE CURB TYPICAE ]>.22n -' D r r o sgs5 * gga - RKING LOT �T o ml TRANSITION NEW RAMADA STEM ' o • ° II . R 1" (TYP) I ,2" SD 1 0`' Fs •••�`°h Fs �� n T WALL/CURB INTO EXIST. CURB 1�a° J1 (APPROX. 1.5' ELEV. DIFFJ z u s CO 1E=99.0 EX BUILDIN2 \ CONNECT TO TO REMAIn; '-� DRIVE AISLE A.C. 4 BOTTOM OF POND BOTTOM POND DEPTH OF n rh ;r q FLOOR DRAINS PAVEMENT SECTION THROUGH JOINT I 1 1/2 DED T - rl �� I WIDTH r� ME -� ONLY TRANSITION ASPHALT (FROM DYNO) ER B I y o N _ - -- IN 8958'39°W 197.97' �' _L198 DESK - -FOR-POSITIVE SLOPE NORTH d�a` #3 DEFORMED BARS DYNAMOMETER PIT TO PROPOSED CATCH BASIN 1. � v[• Zl TYPICAL SECTION ALTERNATE TO I 1" M _ - ( n•1 - /� fi" METAL .t' I � EPDXY) m / / / - .CANOPY TO CONNECT INTO o STEM WALL/CURB FOR = y 3002 A STREET SE RAMADA LANE AND =104•µ EXISTING BLDG DOWNSPOUT TIGHTUNE. '' ' o TRANSITION INTO EX 1 1/2'-4" wnsHEO EXTRUDED CONCRETE CURB I N N O 5 LF D.I. SS PIPE W/ PVC LANDSCAPING GRADE UAI MINADM ROCK CORE cL SCALE : NTS I I 1 - STORY WOOD BACKWATER VALVE quo / QPAU 5Y SIDE SLOPE SHALL a STRUCTI,RE ®SL=0.020 MIN. DEAD END SUMP W SOLID C o LOCKING LID 18" THICK NOT BE STEEPER. 6 y w I SEE NOTE 3 / T.G.=102.44 _ $ ' .> I I.E.=100.09 1 s I N _ TOIL/WATER DRAINAGE PATTERN (IYP.) _ 2 1 1 1.5 aorTOM ND 1771 15' � EPTATOR lo EXIST. BLDG 102.94 I ti m p. ' N 2-118 , 700 Z to .2a - I .o\_ -' IEk98.60 a - • FS I ��%^ ° 5' 2.80' 1.83' TOC I w _ o L5 ❑ C NEW STEM o o 88 LF 8" CIE 52 D.I. ST PIPE �� �/ RAMADA SLAB EL=102.44 / „ N_ x 8'06"E =0.0030 MIN. NOTE : "KEY' NOT REQUIRED iii WALL CURB I - - - � ._, „� S .00' W n --N 9'S8'3 Jnf 1Q ` „ 2.00' SEE NOTE 2 101.30 T i // TYPICAL secnoN 6' WOOD FENCE DYNO SLAB EL=107.19a EXFS m ^ N --5 24"W Y+ . - ,f MINIMIZE DISTRUBANCES D I s S FTGS EXIST. D D _ �� - _- PING TOP OF BERM ELEV.=98.67 _ f ., TO EX LANDSCAPING LANDSCAPING I N Z 6",SS ' 2• CO CR DRAINAG CHANN I E T TRANSITION ASPHALT FROM DYNO a U) B FIX2 POSITIVE SLOPE TO EXIST. ArPRo ED eY a Y ENGNEER DAM '6 t005r, GRAVEL FILTER BERM r m N FS o GONG. GUTTER. oz w a a I -< � n I q TRANSTIDN EXISTING Co NEW o (EX. EL=100.98) CITY OF AUBU N WA. - DEPT. OF PUBLIC WORKS STANDARD DETAIL: EROSION-OB EL=100.09 'moos z - _ EL=99.69 '� - o _ "-.-, o n CANOPY A u1 z 0 I CURB INTO -� EL=ss.oz I D IE= aoo° m PRgposEo Frc. n BERM SECTION p N K T > j0p Fe. m x m CB2 TYPE I W/ VANED GRATE 5 T s F 6' CL52 DI PIPE _ `O o z 77 LF 8" 52 D.I. ST PIPE -T.G=101.10t (MATCH EXIST. GRADE) SCALE NTS C z m Ili N z AS 0.003 MIN gLE.=98.86 'o n 19 > °I!, z 6 SEE NOIE 2 c5 SUMP 8' CL52 DI PIPE Z o m x R LACE AND SEAL A PHALT w D c z n P PAVEMEN SECTION f 109 OR BETTER I�� $ z A 6 --- x o x RIP AP PAD o o M cY`i RAMADA/DYNAMOMETER SLAB SECTION I , f _ - - - sEE orE 4 - - NOTE: K 2 I I o �' WOOD FENCE CALE � NTS X S n 1 a z > 1. ELEV INFO PROVIDED BY RECORD DRAWING 0 REVISION AS-BUILT, DATED 7-9-93 FAC 0040-92 GRAVEL BERM PER BLD 0607-92 O I _ DETAIL 6" SS TU I e 2. THE TRINCH CL 52 DI STORM PIPE MUST BE b . 1(lJ.60 CONS- WITH r - x9 o STOP STOP s7oP STOP m COMPRESSED D ATERIALIOVERSIT.F E _RAMADA SLAB EL=102.44 �. I I 1- COMPRESSIBLE MATERIAL SHALL BE O U _ 701.57 o POLYETHYLENE PLASTIC FOAM OR BETTER. BACKFILL OVER COMPR. MATERIAL SHALL BE DYNO SLAB EL=101.19 18 LF 8" PVC SOP 35 „ COMPACTED TO 95% DENSITY. z SD Y 9�'0 @ SL=0.0110 N qa IL6WOOD 3. USE FERNCO COUPLING FOR TRANSITION EL=100.69 `� II ti` E=98.OI 10211 BETWEEN PVC BACKWATER VALVE AND DIwOFLOOR DRAINil A PIPE. V/ pp 4. RIP RAP SHALL BE UNDERLAIN BY FILIER U J 0� EL=100.09 EXCB rx FENCE I - - - - - - - - - - - - FABRIC. PAD SHALL BE UNDERLAIN AND 1.0' J W Q T 101.51 o x THICK. RIP RAP SHALL BE IN ACCORDANCE 3 EL=98.44 IE=95.91 ITTss o, EXCB #2 WITH SECTION 9-13.1 OF WSDOT/APWA STD V_ 5 LF 6" CL52 DI I �n z (TRAP) � o� WITH SOLID LID SPECS. MIN STONE SIZE = 2", MAX STONE O = J 2 PIPE �. �,, TG-10227 ` v' �' IE=97.97 o SIZE = 12 F SUMP I I q IE=97.90 ' o0 o O w C' PIPE INC 466SA l Xr6g5 EXTRUDED CONCRETE CURB z `� m / TG=101 7N 0/W SEPARATOR WITH c� Z wLL Q / IE=96.90 ALUMINUM LID r" � T Puw IE=96.85TG=102.75 DYNAMOMETER SUMP SECTION I I y IE(IN)=97.26 2 c� / I o / (o=93.80 92 o THE ORIGINAL CONSTRUCTION DRAWINGS HAVE BEEN (, Q Z w SCALE : NITS 3 � / B T=93.80 0 = REVISED TO INCORPORATE INFORMATION SUPPLIED BY � - 90LF 5" PERF PIPE @0.0% SLOPE � I-� w I41I T1eN PF- - - - - - - - - - - z THE CONTRACTOR PERTAINING TO THE UTILITY (n H 20' FRONT YARD SETBACK IMPROVEMENTS AS THEY WERE CONSTRUCTED. cn N pL Z W 30' 30' I � �5 Q l x ACCESS A/ Q N N 9-59 03'W 9.9T L/fL O < G � � a � GRAPHIC SCALE m ti 12" SD -a' ° ° ° ° ° = 0 u 10 m i Z CONCRETE CURB & GUTTER -CONTROL MANHOLE #,wTYPE V CLASS "B° ASPHALT CONCRETE I 2 54.0 o ASPHALT WEARING COURSE (WSDOT STD. o n CURB N TG=102.70 FE a N SPEC 5-04.0) ( - SS SS - SS - SS 50 SS �, 1 inch 20= 20 ft. if 2" = E)CB EXCB .arr=2v0. w - - �l 0 0 0 0 0 0 0 0 0 0 0 0 0 I ^= Tc=,o,.98 C-101.86 SOUTH 358TH STREET GRANT STREET) ?� 0 0 0 0 0 0 0 0 0 0 0 0 o CRUSHED SURFACING ( 4. 0000000000000000000000000 I a E=96.n E=96.9, (31ST STREET SE) CALL 48 HOURS BEFORE YOU DIG F 00000000000000000000000000 BASE COURSE (WSDOT _ GAS STD. SPEC 9-03.9(3)) w _. . . _ _.. _------- - - - p z I ="6 7 1 -800-424-5555 _ cta 12" SUITABLE NATIVE MATERIAL I S ro FILL- TOP 12" COMPACTED IEz it PROJECT REF: ADD02-0004 RECORD DRAWING CERTIFICATION SHEET TITLE: TO A MINIMUM OF 95% RELATIVE z "� $TM02-011 D THESE DRAWINGS CONFORM TO THE II ( ^� CONTRACTORS CONSTRUCTION RECORDS. GRADING COMPAC710N USING AASHTO °� THESE PLANS ARE APPROVED FOR T-180 (ASTM D1557). vNo CONFORMANCE NTH THE CITY OF STORM DRAINAGE UNSUITABLE NATIVE MATERIAL BY AUBURN'S ENGINEERING DIVISION BY DATE SITE IMPROVEMENT SHALL BE REPLACED REQUIREMENTS. PLAN 71TLE/POSI710N: PAVEMENT SECTION APPROVED BY: -r DATE APPROVED: CONFIRMED BY CITY: S, P DATE 8-z3-oz SHEET N0. SCALE : NTS PREVIOUS NOS. FAC 0040-92 BLD 0607-92 Date : 20020823.0909 File : 0:\Dci-Civil\2001\01-12-039-3313-Aubum\dwg\01039pin-3313.dwg cdyer 93 D 12 16 NW 1/4 SECTION 31, TO'%SHIP 21 NORTH, RANGE 5 EAST, W.M. 1 2 3 4 5 6 7 T.G=102.44 NOTM- � 1. LID IS H2O LOADING AND NOT WATER TIGHT. IT IS PROPOSED UNDER COVER. )+ I 777PN6" LID 2 GRADES SLOPE DOWN FROM RAMADA SLAB. A 6" RING OPERATIONS AND MAINTENANCE SCHEDULE 1. THE SUMP MUST BE INSPECTED EVERY 60 DAYS. A MAINTENANCE O ° RECORD MUST BE LOGGED. A POLLUTION PREVENTION PLAN MUST BE ON-SITE. Q 3 2. THE SUMP MUST HAVE A VISIBLE ELEVATION MARK 30" BELOW GRADE. B M < o O THE SUMP MUST BE PUMPED IF THE RUNOFF REACHES THIS LEVEL m 0 I.E=100.09 3. IF THE 30' LEVEL MARK BECOMES FADED OR NOT VISIBLE, THE ELEVATION a Q MARK MUST BE REPLACED. a U 4. THE RUNOFF FROM THE SUMP WILL CONTAIN OILS, THEREFORE MUST BE PUMPED AND DISPOSED OF BY A QUALIFIED PROFESSIONAL. EL=98.44 SUMP SECTION 1 SCALE : HITS = w d � b a C 233-LA 233-LA -1 ;/ Full 180'Open Galvanized Diamond Plate Cover w/Locking Latch � L � O (4) 3/n"Dia. �� �:a�� \� • -' I- Lift Inserts c `.® \.t 11T1 i_I 1 1T' T-8" _ _. _ _ _V1_I-_ `�; 1_i J 1-1--t--1-1-I-1-1-1-1-1 T-1--1-1--1-L.-I'VT1 I-1 1 _ _ 1 1 I-1 1 1 1 I -1-1-1-I-1-I 6+/z" 1 -0 7" 1-0" 6+h" �.. 1'-1- - -1-1-1-1-I- -1-1- -1-1-11--1- _1_1_I-1. 1-I-I-I--I--1-1-1-I--I-I-1-I-1-1 (4) s/s" Die. Lift Inserts y" - -1- - -1-1-I-- -1- - -I- - - -I-I- COVER -ii_ 1Tlil1li'T1-I -lii l-1 T1-1 D No. 23-2436P - - -' -'- -r-rn i 1_iii.il_1 _1 0 ° o � � a ' jr 450lbs. N 0 BASE No. 233-L -- - 3'-0" r ° 2,100 Ibs. — o 3'-0" Galvanized Diamond Plate Cover ._ I 3-0" w/Locking Latch 18"x 18"Knockout 0 2-8" °` (2) 1"Dia. Ground Rod Knockouts Z Each 1 Eh End - "- (2) 11h"Die. ' ` O E ° Lift Hole �f OPTIONAL •" PLAN VIEW COVER PLAN Z (n Galvanized Pulling Iron 0 Cover Not Shown,Sae Cover Plan H,n 1 Each End 0 . 0.. a ' ) O 0.-. Sump 11 p 2Eech Side Knockout J w 7Q 1 1h"Dia. Lift Hole 12"x 12"Knockout O = J 1 Each Sid Z F \/v' (2) 1" Dia. Ground Rod Knockouts ace- 2 Each Side\ 18"X 18"Knockout 1 Each End O LU Q -M m LL rr J a -- ------ ---- 'AS—BOLT PUW 2 c� oe F v THE ORIGINAL CONSTRUCTION DRAWINGS HAVE BEEN V Q Z w OPTIONAL RISER SECTIONS (4) 3/," Dia. to m i REVISED TO INCORPORATE INFORMATION SUPPLIED BY W �~n Lift Inserts r__I__ r _�_ o -r I 15 ---___ / F— inTHE CONTRACTOR PERTAINING TO THE UTILITY (n N g IMPROVEMENTS AS THEY WERE CONSTRUCTED. Z W Q RISER N No. 23136 G 290lbs. . 4 �D •Q - , 'p' _ — m o /1 GRAPHIC SCALE � C OR OPnoNAL ° 0 Z m 2'-0" I p [ Z No. 23R12 Galvanized Pulling Iron 2 Places ( IN FEET ) (n sao Ibs 6"Dia.Sump I Inch = 20 1r. e / SECTION AA END VIEW T-8- CALL 48 HOURS BEFORE YOU DIG 2$"\ 1 -800-424-5555 SCALE: 1h'=1'-O" PROJECT REF: ADD02-0004 RECORD DRAWING CERTIFIC,NTION SHEFT TITLE: H ( tt,�,�tttt' yyttf��° STM02-0110 THESE DRAWINGS CONFORM TO THE ,'FMfF"Tt"1F`# For Details Of Acress Covers, See COVER SE`C110f1. THESE PLANS ARE APPROVED FOR CONTRACTORS CONSTRUCTION RECORDS. CIVIL CONFORMANCE WITH THE CITY OF MISCELLANEOUS • ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. AUBURN'S ENGINEERING DINSION BY DATE DETAILS REQUIREMENTS.FOR DETAILS SEE REVERSE SIDE. 10 1 TITLE/POSITION:tlaRa's Copyright 01979 00Wcws jj..,All Rights Reserved 10 Issue: January, 1996 APPROVED BY: SHEEP N0. - - _ DATE APPROVED: CONFIRMED BY CITY: CP DATE 8-23-o2 C-3 PREVIOUS NOS. FAC 0040-92 BLD 0607-92 Date : 20020823.0909 File : 0:\Dci-Civil\2001\01-12-039-3313-Aubum\dwg\01039pin-3313.dwg cdyer 73 0 a 16 NW 1/4 SECTION 31, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. Flew Fattic Material Waal role. Fier Fall SEC . 30 , T . 21 N . , R . 5 E . , W M Wall Iles amFlas m mere rips h atuM l fatal to wore rty 2.by to G•.VAre w.: rse'. 6 • " by Falk m men. 2•br 2'br 14 Gal was • Taw are al lar a.rea...a h.mm„wm.ad W ro aw Wall or are barer to atoll CONTACT PERSON: :•,` Fehl or wuN. u.dld4. vnwn Kea e.nrry.ate dam a.nrapaaa roralr«ay at euppm 24, 1 I nor xa ` - o ,a.diOft �+,wmahrnoassel mnam..ar, ima,wnlanw,ma Ed MlnshuN N b. 1MM11Nk W,E.a1�MheNa.tl bltapw 0a mrba.(Mwr.ImeMel. TM fpca pcpa 130 Lakeside Avenue n If .a i ara.p.caa.mvh.maaar.p.ae,a arw.n.a.ay a+o e.meant lnae,un azt i - J mil. Seattle, Washington 98122 i6$` a Al tl,r b..c..v.a.,wdM a henw i.ua w 1z Yrlw EeeP.wa.ae.m.Nae«a ro 1ea j I I PreMe&4• 1s• a,._aoca oraro ra+,are ter Wdlrolm ww. Ph: [206] 323-2rJ53 ( w.al ara.vl fudle d. awwn aad.N amen mar Work W waa..tan mean export frees Has b.Hasa 1. • 11 aFlal YI(I OII COIN af1B5 ' aacmay to Pa toadol sill d Ea real uaq Iw.•aEaY wet ftewa Y W.91 YYII luq.fed ,- O / of bier 1.ma fabrc h f l he' 12'awxt aWnalaca on IT'Min. m°�n..�mnishcnas�na+e4i°«aa`"r�arrna.""""'"aalwwa.m.lwref OWNER"S NAME: ! UCN m __._.�._._______-p_______r. __ 1____. W Tna Suess so.,pn nlr wasaa.paa«.�a.e ae.fe�..,.m m iren.e an» j O 20 40 60 80 y. •n - N 2' 4•want Ybe aaa t.sMab Tao IRA 1rtaA. TlafMh MYmtaa.mnv.annimhcMs.Mn z �1 5T a3: - - I An:SrN Mora as r'•«7'a vm.tr..Waal rmr m,k are mf b.+weds fo eLaan ow. 'y, SITE ie1P� M••. B• Max. f. wlwn.ea�wpn are etmeWdew rr+amd'a ea uw,aa wa.mW etrranWrce OSYSTEMIS CONTROL > .�• I t �LL-� amrdaa.Atrae. heel,.ma.aw are Wb+eWapaa«ream aaw.M fr iM teas wzn 5M 154th `-' SCALE IN FEET 4�s�I. e� r p 4•urea Foram,a.edmeR eaaN ar e w anw mww.a 8ww.,a nw r..rPMea , �� 1 •; ', _ 'Q 'a I" A� wall al.arunFa lM am Peas _ 103. .a s-.. n..rawrarwr a4aamyamwra arty a.n.a ar.wi. ,p '�n . 98052 3 „4 ^ii :v I" = 20 _I„ nor Q A Z •. Ri• n. few ill few etr a awY tw.a tee.e area da mt bent. _.I03 'h' try µ, <�' ry r� y \O i. fume rflaile".laol �a l�e awtwar+rr�atlw amaW.alsah aaa,� BOARD FENCE I�f/O MK�L� �� �J {v ,a u SHEET INDEX SILT FENCE DETAIL STORY a«�a ad. am .mule .w warns R A $ S 3 [ZRARAGE� AME LAWN LA N G 1.2 6RA[71f.1Gt VRRAIMMt6E}tXIU'fY6 .. FRAME -0 EP lo�Ca f C_ 1.4- �w tic�wll mal SHFC a G t. S 31� 6T. 6.8. IMPKo.I�MEtirfS 00.3 � T� � VICINITY MAP 4 Lon, � q lit s kAR;, FNCE e. .q"2 S 00° OI 20 W \° FENCE o .a o V m `: .. (� O //''�Y 1 �'lppn Q2 ��tt (� a , `r (�(1r q,' �" a PLYWOOD .. LEGEND GENERAL NOTES 2 a S O VI LV VY IOY.9I 1. 99 \O W 1. ALL WORIOUASWIP AND MATERIALS SMALL58 '4 COIIFOMM To Tu CITY or IC •f•T- - AUBUHN'S REQUIREMENTS AND SPECIFICATIONS. C,() 5 E col rrlEOL rM-1I I i!> 102.2 PRoP�Ev SPor Flog! IaD CE �.�P�Q-`c .".� ll �„p�• I,Jp•�; C, Mivp,U�OR 2. STANDARD SPECIFICATIONS Mi1LL BE 1981 APWA AS NODIFIED BY N O THE CITY O! AUBURN. a +, ' lb .2' TE=102.704-6• 4-011 3 'L qh= qR.'.. _ 3HA A. bW►DE to 6u6a+Ri ofs I >- � �z�,�,�, V 2 - FIR(f2rb.iE),{,�' -G c•DN \ ` FoLa.A.+lAk� PAVEMa ^•T`^'"c� EN ( ^ 1 � 3. A COPY OF THESE APPROVED PLANS SHALL 'BE ON-SITE DURING Z (`L ORIPKEm'2 50 4 2 (ZECOMMENDED elf 6a L CONSTRUCTION. ElJblz.laf2. - 2 �'fEsC cAID ws z - Ic ' . Eacl37. coil Fou(L <- PRIOR TO STARTING CONSTRUCTION, rN[ CONTRACTOR !MALL CALL S ° SEEI -fBr.t'f1oN PbN.Ib PV II- - cthpfLK5 LZ% ONE (1-e00-424-5555) FOR UTILITY LOCATIONS (WATER, ��•' w. rile. - 1 hlCrfGS THIN a6HM5•Kf ! 102 - _ to3Cl6"r. Isil +3RAOi SANITARO SLYER, STORM SEWER, GAS, POWER, TELEPHONE, AND 0 1 nt I' l e>r' O`1^` -_O`4• �I w • fl PPC�1J�. 6cYiA /ROJ6G-D LI MI'r Q ? 1 I new. WOAD _ Q Q Ly5✓Alfe'1}[T.rf(�.`�-.5 •mil _ 5 DURING CONSTRUCTION, CONTRACTOR SHALL BE REQUIRED TO CONTROL J FRAME FIR A`` N' R -f pqA W/A L'I1 I RA LA ---mow 51L'T FEI.KrE ON-SITE STORM WATER RUNOFF EY USING TEMPORARY EROSION/SILTA- T c6 OPEN `+ ON`, � SPIPE a1�4ir�J SHALL TION CONTROL PROCEDURES. DIECMWR INTO THEENT O Al UE STORK WURR'[SR a� T I IJ^fitGa P-f4aR SW�.LC O (` SH C 44• tV TOP OF �fdMr! 4-_W41f�au•fRoL N -C• , 102751 gZAll.l.�t� �waL-E ' B �'+ b yfKi�'Ff7gRE 5EE G�taIL- I E N} •1 6 STORM DRAINAGE SYSTEM OR ONEO ADJACENT PROPERTIES. Dc rAtAc [[ LE. orr�g AS-BUILT 7 NaR.. loz.� qti' •24"WIL SLOPE 'Mid, hH�-r) � � C) � .92 ��� /g/93 LU t IOl.GS \ [KENo. TOE F SLOPE 1 W Q (�jF 17E'f �il•1'(. I. OTT-6 : 6. DURING CONSTRUCTION ALL CITY STREETS ADJACENT TO THIS Q w tl. Jf , IIEs96.15,� DE E N - BOT g PROJECT SONS BE BUTCONS CLEAN OF ALL DIRECTED DEPOSITS RESULT- Z 1 - STORY Pl G b 1 4LL DC16TIN G STRUGTtiRE.S TO BE ING FROM ON-SITE CONSTRUCTION, AS DIRECTED BY THL CITY. O FRAME -q t0/ rd2. �✓ o �O•� N REMOVED FROM SITE. 0 i" ''� cCl 7, STRUCTURAL FILL SHALL BE PLACED UPON EXISTING NATURAL it ,.Y f.F.=102.50 x tot z� •1 \ + c c-r�rr� GROUND. LLJ C) HJ�L'* L °�c "'- 0 �� _.. .^,(n� 2. REMOVE ALL [STING DRIVEWAY& Q J ..) (REKcfO ) of v WDDD �1' ` ( 28 `'H ERR I -J Z FI,E�&•�Il pP 4FlY(OFP ALONG "P:' ST. S E. 8, APPROVAL OF THIS PLAN IS !OR EROSION/SEDIMENTATION CONTROL j dL` d 160• ` � \ ! 6 102. (QB•`g2) ,� V./cLYE ONLY. IT DOES NOT CATION OF AN APPROVAL OF STORM CHANNELS OR > G P w - t q" I V _ DESIGN, SIZE MLA LOCATION O! PIPES, RESTRICTORS, CHANNELS OR = z O OL2 'E' OZ• � - �- _ -16 -.•OIbVc I f °� an a RETENTION TACILITIES. 2 c } RAM (98• ,3 0 Ism EI.Z1S pl.. u) SPECIAL NOTES: rota L IrO�Gl.- ,O,F `� 'c W b Q If`-' GENERAL CONSTRUCTION NOTE$ 1. DESIGN SURGRADE CONTOURS SHOWN ARE FOR ROUGH GRADING ONLY. 98• - 1 q' 'm FOR REFER TO FINISH GRADING PLAN FOR IJf SURGRADE ELEVATION. .7 VE i _ m w GRADING, DRAINAGE AND EROSION CONTROL 3Nj:l - W N I O I "- C ' T.. .. I z ye 0 2. EARTHWORK QUANTITIES SHOW AR[ FOR PERMIT PURPOSES ONLY AND ra / - ARE NOT TO BE USED MR BIDDING OR CONTRACT DOCUMENTS. LI P•71"I 3002 3 I 3004 /07 0 O/ fi/02 '�E. 1 2.27 0 }. Within the City of Auburn, all required retention I I Wl'Ctif-L"A LT Fr4-l- I - STORY WOOD EPA E S .2 I ^ , _ sedimentation and erosion control facilities most be A. WITHIN THE CITY OF AUBURN, ALL REQUIRED AI�ONlaa l�brd-FNeR1-Y - �' .3 $TORT +� - m constructed and in operation, prior to land clearing and/or RETENTION/DETENTION, SEDII@ITATIW AND EROSION CONTROL 001� CAE I , ) 7.90 a p other construction activities, to insure that sediment-laden. FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR `,,.,�, -. LL �`'�LJ D FRAME G.M _3006 -.n ,t G I q�' *' ,y- water and store drainage rum-off does not impact the TO LAND CLEARING AND/OR UMM COHETRULTIM ACTIVITIES, ITT -TF-II��'I�''Y� 1ol.so 90NC STEP - STORY '1 6' I - ST PY �eT v• ` q� �Q adjacent properties or the natural drainage ways. TO INSURE THAT SEDIMENT-LAM IMTR AND STORM DRAINAGE RUN-OFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE H ILLY WOOD FRAME r WOOD RAME VVV W 6 �SS_- C W y,, The retention sedimentation and erosion control NATURAL DRAINAGE WAYS. �ill.� E(-(a�P f((10RCH p'�� E� (bl.l a �O 2 facilities depicted on this drawing are intended to be .'..�� �CG41L^fH S �Y , Z •'8 l:S? 1l ' i � !Q ro minim requirements to meat anticipated site conditions. B. THE DETENTION, SWIMENTATIg AND EROSION CONTROL FACIL- ITIES ET, u ( I O aDEC \pry PJ P ° e14 $T O-�,�'' J 0` { ~ Additional drainage and erosion control facilities May be ITIES DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE t �� rto�c) / -� `` - - N 7S1 required as situattons warrant during construction. The MINIMUM REQUIREMENTS NEEDED M MEET ANTICIPATED SITE 9 - .Z \'' 3' t d i 14swntation, maintenance, replaremenC and additions to CONDITIONS ADDITIONAL DRAINAGE 1MD EROSION CONTROL t 4 CED ol.l5 > O \0 �• t ! \ 04 45 C ,�L�O : theme control systems snail W the responsibility of iM - 1 "' a - J YFACILITIES MY BE TIt1QOIRID AS SITUATIONS MAR DURING M IZ@,MAIN It I,' 2� q, - LAWN Rermittae. CONSTRUCTION. ME IMPLEMENTATION, MAINTENANCE, RE- H N:: L .. .. �..._ --- t ___.. __m0 - GRAVEE�•-;-F-� AL- +-- W.. --�. , PLACEMENT AND ADDITIOM TO THESE CONTROL SYSTEMS SMALL L iO3 0D --� A.WN U G�, -� j.. ION--I ��Q \ ti I uThe ntil t tiope[maswlt control storm sysiapLdlnhpLceall emaan in Placs BE THE RESPONSIBILITY OF THE PERMITTEE. ._. RA<:. JJ GRASS 12SD - _ the - - 0IU flI OCU$T w/ i- / R + y *.,� ', , operational. C. FOR GRADING AND FILLING PROJECTS ASSOCIATED WITH A QJ S Bi WM ' SA>P BAR BUILDING PERMIT, 771E TEMPORARY DRAINAGE CONTROL ARRAS- _ . t t, Nc:� .t,F. T9AC'NS-1 2 3EC)Bc�AE� `+9 , • -�Y �± . C . 4. The Temporary ardafon control facilities, including all URES SMALL REMAIN IN PLACE UNTIL THE PERMANENT STORM `I r "":� PfiMAIµ• 17 1.\,: � 3V5.241 h \ 1 ` t1 ` x `TALK rimele;• controls, shall remain in place until final site v .S j 1 q. .- TO - - \O - _ IQ -___ `L , e �1 (' 3Q'. construction is completed and approval has been received FROM THE TEMPORARY TO PEEIANiR JfIREM CAN DE IE1DL, ON ,. -.. - - - \O from the CStY• SYSTEM IS IN PLACE AND OPERATIONAL AND A CONVERSION all up ,_ CET vE - 0 9ASL _- .. tt _.._.. D._ TOE ,�y -' ALL T FACILITIES, INCLUDING THE a 2.7 _ .. .- - _..'`. __ -_:. v .-_..i.-UT » _. ___ -__ \..-_ - .+ 2.G -:- __ -L. . _ - -I'}-� -=7: -W. - = .�". ' W1H - TEMPORARY EROSION CONTROL FACIL `l. CRl1LE _. _ _._ __--{}w�.+_ .�" C.VfL� _. - _........_- 1V �2"�. ! _ •' ., 5+ ; Denuded areas and soil ing schedule: must be stabilized i:ed } R . - -F "-- ''(5��} • PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL ].5 �,z UT � � UT +tjT- yff E._ ,- \ � U•F_ T "1 yy - �, according to the following schedule: SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN J Q ��yy�� -. _ _ ,- O\ t RECEIVED FROM THE CITY. tpf '$ ( CR rm, 'T� �' 0F}(p. yJ' -_ \ti iT 6 CC WfirJ°GYtT Ot CB 4/ U��y - po From April 1 to October 31 all denuded areas at final !Q2 v:„• A. N '7 C O) Opt M }t`W V 'a0 O e and all expound cress that are scheduled to . •i2 w .-TE 02 02 \� 2 W _ _ 2 6 .. _12 W 'O' _-..- -I TE = 101.51 -...-...-2'+]�.. _ --12" W ---_- t�DD _..9sad E. ON PROJECTS WITH FILL AND GRADING PERMITS ONLY, AND FOR E 3R c ,T�2 Cn 400n"^ - l IE = 9? 22fTRAP^O'1q -'u QO\ -_-._ i0 \DO\ ry\ - \O \ - N /"' She-� remain unworked for more than 30 dames snail M r- \ _ � .. .� ..� ` -- \O 'L j 1 E - 95 91(TRAP) \O 02 TE = 102.31 WHICH NO SUBSEQUENT BUILDING PERMIT RAS EEW ISSUED, AN - -- - -- - _-- -.. - stabilized within 10 days. S-BUILT OF THE GDESC PLAN WI BE REQUIRED UPON COMad - i _ - h _--` 102---� -�-' - --- G6L65 Gg-I} S CTR CHANNEL = ?6 51 • & _ o -- - J �8u $S - -,. --. _ _ 8„$s ��• M - _ / PLETION OF GRADING ACTITITIES L ,,BB .__ - gram November 1 to March 71 all exposed soils at final S 1 _ . N 00 01 2Q € --y _. f _ _ I � ¢ _ grade anal: be s rtabilised posedia�y using npermanentLL CONSTRUCTION SEDUENCE FOR �INGIDRATNAGE/EROSION C PLAN: 0th '7" - -� -- � - 1^ Or temporary assures. serf soils with an area 1. ATTEND PRE CONSTRUCTION MEETING WITH CITY OF U OFPI( BASIS OF 8€ARfNG } • 1 ]k _ qi'_ 2+�'-. p , CP EIJ'(} O greater 5,000 square feet that are scheduled to - A BURN - Ei sn \ \O A $ P H A L T \p { GOOD CONDITION )IT ION } 41 0 \q2 \q'1•' TE=101.70 t�`I' a remain unworked for more than 24 hours and exposed'ar s, CIALS. _cGRrF \1�;N � ...__._ �__. __ .. �� ' a I 9ip.90 of lsma Uen 5,000 square feet that will remain - ' -"-'-'�y"- -""-'� -"- "-i B�-FORCE MAIN N - -• -- -!S 's - - ------- 2. ESTABLISH AND CLEARLY NAME SITE PROPERTY LINES AS CLEARING -9 i:S5 unworked for more than 7 days shall be stabilized AND GRADING LIMITS. immedi +J G ----.. -- -. - _8'G - ._ -_ _. _$f' G _ _ -. - BAG. _-- _ - . n projects with ng P B V 6 On projacta with Grading Permits only, and for which no J. CONSTRUCT TEMPORARY CONSTRUCTION EIITRANCE (MINIMUM 50 FEET T - UT -- 4i 11 It subsequent Building Permit has been issued, an as-built BY 20 FEET WITH QUARRY SPALLS) . A STREET S.E.I drawing will be required upon completion of grading - '_ activities. 4. CONSTRUCTION PERIMETER DITCHES, FILTER FABRIC FENCES AND OTHER EROSION CONTROL DEVICES AS SHOWN. a� '� - --- 12o SO - ---- - -L} ---- -- --- Temporary OII ct bIIIZ doff may be ancomUIIS_hed by the following methOd6' 5. CONSTRUCT DETENTION AND EROSION CONTROL FORD AND OUTLET. r� CB OB 1. Where possible, Rlai0la10 natural vegetation Of sett CODlr01. PROVIDE EMERGENCY OVRFIDW AS APPLICABLE. PROVIDE IMPLIUME- r (PER REC. DWG (PER REC. DW 2. Establish vegetation by sodding or seeding, mulching with 2.0 tons of straw per acre Or ABLE SURFACE UNDER DXTMTION POND. NOT FOUND IN FI E i. U NOT FOUND approved equal,plastic or other impervious covering staked to the ground or anchored with y ppro P mP Ig DURING GRADING ACTIVITIES THE STORKWATER OIL/WATER SEPARATOR 0/� IOZ.G GCM AK.� 48" MIN. CMP STANDPIPE rOd(S On sandbags, and early application Of gravel base On areas to be paved. SHALL BE INSTALLED WITHOUT ITS COALESCING PLATES. V OPEN TOP, CLOSED BOTTOM AT THE CONCLUSION OF PAVING AMID PRIOR TO INSTALLATION OF THE INCASED IN CONCRETE / COALESCING PLATES, THE DOMST'REAM VALVE SHALL BE SHUT, THE Q � (E OIL/WATER SEPARATOR SHALL BE WASUBD OQT, CLEARED AND INIm - SPECTED. UPON ACCEPTANCE BY THE INSPECTOR, THE DOWNSTREAM J •.NSW all C • I_ VALVE MAY BE RE-OPENED. (- W .a/ b 3•, F,L�IOO.LS - cc 6. ALL DITCHES AND SHALES AS SHOWN, SHALL HE PROVIDED TO DIRECT ih A DESIGN STORM OP ALL SURFACE WATER M THE RETENTION/DETENTION AND SEDINEMTA- ' ` p 1. 0.5' ELEV.c99. 05 ZS GR �, Note - The detention pond shall be installed as follows: TION POND AS CLEARING AND GRADING PROGRESSES. NO UNCON- V Z W� 0 O O O O ° ° O W.S. T� 1. Below the maximum water surface elevation of 99.25 TROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT r O O O \S ANY TIME DURING THE GRADING OPERATIONS. �a� W C WATER TIGHT SEAL O O .T O O �I` a. IrRtRM 4'a top 90tt eII ` O ° O O 1 1/2E WASHED ROCK F' b. Install and erosion control blanket i.e. jute netting).O O O O GRAVEL CONE { I �)' ]. DEMO AND REMOVE ALL BUILDING DIVISION) . DESIGNATED TO BE REMOVED. N 0 0 o c. Install the bbtittratbn seed mix. W (/� r0 O �o O O O :� - (AS REQUIRED BY THE BUILDING DIVISION) . .. wr - O O O d. Install a 40 mil heavy plastic pond liner to t foot above the max.water wrface - Q ! p Q Do OD DpDD elevation. B. CAP AND/OR REMOVE ALL WATER WELLS AND SEWER SEPTIC SYSTEMS C 0 B' PVC o D D D D 0 D O 0 D 0 aur, / 2. Above the maximum water Surface elevation install the biofittration Seed mix or sod. Was DESIGNATED TO BE AaRND M PER WSDH REQUIREMENTS. r� ijJ a- Q=O.IZcps hvRSS 9JS.1 1° 0 0 0 0 0 0 F6 -� n'�� V co O O O O O O BIOFI T ATION SEED MIX �, 9. CLEAR AND GRUB SITE FOR PLACEMENT OF FILL PER APPROVED W PLANS. O D O o 0 0 0 0 0 0 0 o O D 0 20%Perennial Ryegrass V 411 B"XB %8- PVC Ti 1 ICI- - 1=1 I - _ R-25'MIN. 2��?� 35% Red Fescue10. PLACE FILL AND GRADE SITE TO SUBGRADE ELEVATIONS. RUBBER GASKET MITS ta� ,. 1" DIA TYP., 40 HOLES MIN. R 10' O.C. 12-MIN• p TT PE(2fORATION$ SHALL HE LOCATED WITHIN a n 20%Tall Fescue 11. HYDRO-SEED AND MULCH ALL EXPOSED AREAS WITHIN 30 DAYS OF i THE LIMITS OF THE GRAVEL CONE 4 -8 QUARRY SPALLS FILLING ACTIVITY. iced 40 10 Maud Al lx/1 seeo0od tt2 /19/�3 12. COMPLY WITH THE "GRADING, DRAINAGE AND EROSION CONTROL Q O_ 6' CONC. BASE H droseedin 51b. seed mix 7 -I I I--III-III-III- _ Y Sl t 7 NOTES'' IN THE CONTINUOUS PERMANENT OS AM SYSTEM LANCE OF THEIR Ili -III- COMPACTED GRAVEL BASE 7 lb. 1D-20-20 (N-P-K)1edIII2ef FACILITIES UNTIL TNI P[ARANENT STORM SYSTEM HAS BEEN Ili POND BOTTOM ELEV. OMDE FULL WIDTH OF STALLED. e\w 5016.wood cellulose fiber mulch ,.ec.ec e• N =9T 65 `�'1 cREss/EGRESS AREA FAC 0040-92 BLD 0607-92 WLH PG QI Broadcast seeding 5lb. seed mix THESE PLANS ARE AS-BUILT AND e. TEMP. OUTLET CONTROL STRUCTURE 7 lb. 10-20-20 (N-P-N) fertilizer THE INFORMATION SHOWN ACCURATELY FLAW AM All,Oft a`"`, °"` A1181)MI STD. DETAL NO. SSG$-3 STABILIZED CONSTRUCTION ENTRANCE 70lb.wood cellulose fiber mulch REFLECTS EXISTING FIELD CONDITIONS � TMT� �Y �. - 20 10-29-92 N.T.S. AS OF THIS DATE : 7/9/93 0 a M 0&A WOp100""M 1�1 1� ReouwellIMna 92208.02 '01111ft 3/25/7s APPRO11i AD,fLfIli 5... - C1.1 5 hF r " ' n8 93� Jz1 / of 5 FERGUSON x SONS 105161 SEC.307 T.21 N.7 R.5 E.7 W.M. on ZM ASPHALT Go.1c(tGT� CONTACT PERSON: 6�E 19 2oJEo II'I 1•16A.I 24' 1 ^ •E "I .A '" •• � Q,N AS PHAL 'fRaxrtO G MI..i E(LGIAL . PARCEL #'S 30keslde Avenue 787740-0030-01 Seattle, Washington 98122 _-. ": -ell 4 4 M �211 AePwRL-T ��^ E � 787740-0035-06 Ph: [2061 323-2553 Z -- ----r-- --- """' - a+ 302105-9046-01 8 STUC " Cpu4rrito aaK © OWNER"S NAME: 0 20 40 e0 90 ' PER - EP.¢'fN CON6ULTAN'r5 (E-s13az) ITS A�TEIIIIATE SCALE IN FEET -" d T NS WA. 98052 --- - S- ' - '°'_ .- . <� bA46E �F l�EO�CEL,4NIG�6.li REPO B'Y ps r� f�LlCru� 24, 19�,z �� SYSTEMS CONTROL INFOIzMac�K>-J coNGc�NIr.>s,�r-f 5656 154th AVENUE cc..�� GOND!'noNG ,C\ND 47'IFIE� G,EO- I 20 w O Z F'lw ING SECTIONS 'fEGJdNIC+.g,L I�i'�i1�Fly. REDMOND, „ s -- - ^3 U - 2. 206) 883-3900 i- c (jj ^ h n ; - C/0 MIKE GALLAGHER r4 9aF fENvF £' (3G-A R;" pcyeE < ,W.. I. I 'I• "'AWN _ AAJN ( . SAWN 0 FRAME -"'_'_'� B DRAINAGE P .AN NOTES IHE.C, +'�nnn }{ ssgq v6TAIL hfV�It 2 `)SSMHSTA.2+05 TO " bV�G� a =GVtl.3 _ 'O• „•_-_�, _ w+. �.,TEc 102JI 1. REFER TO GENERAL CONSTRUCTION NOTES FOR VICINITY MAP I\� ' ` I ❑ ..- +r^-t-- .I, - GENERAL REQUIREMENTS. L"'J 6 'rn E 97 66 s s 000 01 20 W a l 2. STORM LINES SHALL BE LAID TO THE GRADES AND 3 Ot ELEVATIONS SHOWN HO THE DRAWINGS AND SHALL GENERAL NOTES: U) ED y POND y (n NOT BE CHANGED WITHOUT CITY APPROVAL. �/�.. \M 1 DETENTION 450 CF CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF y/ Q CP.PACITY IS 2. q 1-+ r�vl R_OL MN*I,�Y�E�-`J4+ LINE CONNECTION PERMITS FROM THE CITY OF AUBURN IS REQUIREMENTS AND HPECIPICATIONS. } W r"•'3 C n '•" --�� - 5 TE=1027 AUBURN PRIOR TO CONSTRUCTION. 2, STANDARD SPECIFICATIONS SHALL BE 1981 APRA AS MODIFIED BY v L1J N THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAIL, A TO ioLoI z �� LesuN.4cvr) 97.34 Z_ Q �n IOZ.ZS • " OVERFLOW WF S.� 7 �w �_� "� ALL MANHOLES AND CATCH BASINS IN PUBLIC SPECIFICATIONS, AND REQUIREMENTS. {fy,F-•E'M.J,•Jr ='102,27W C tiR RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED $'fANOA¢O 101.4 IOZ•i`+ PAVING L..hWN ChEE CPES-CAIL/iNE�GL � TO FINAL GRADE AFTER FINAL PAVING IS COM- LLff - „ 97.97 - J. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOP- GUR MIO C+IJ L% Imo.-cT'�.00 Z ;y; 2 PLETE, IN ACCORDANCE WITH THE CITY OF AU- WENT SPECIFICATIONS AND DETAILS SHALL BE ON-SITE DURING NNFCC'(O 9790 /c FORM IS STANDARDS DETAIL NO. STFG-1. CONSTRUCTION. �/ v'L DEO GU `ter ..< •J IIJ�YfI.L(.. S LF-•.B' P\/G Z v E NS �'<•OZU 5. ALL STORM DRAIN INLETS SHALL HAVE STENCILED 4, A PRECONSTRUCTION MEETING SMALL BE REQUIRED PRIOR TO ANY ON- '• Q o� `p "DUMP NO WASTE - DRAINS TO STREAM." SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. _J r; W "P'9 LF GONG. _yyyts'; .., q e N $ FR •DWALELg 0.66Y ♦ 8"F ..:1 �:-o oa n N 0 �' (hEE oE-rNLSFtf. p E - NI"t�s I y i i I I 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL (y^��, ( ©PIPE ING` 466 5A ONE-CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, �p 'Q "--J $ N�J�d.LL�'141 a•KE " I OIL Y.✓L�YE�- LEGEND ,TRAY ;EWER, STORM SEWER, GAS, POWER, TELEPHONE, AND w o 0 Lo I I SEPAIzfrYOR w/A UMINUM L4 TI vlslox 1� •� W IOZ•Z-5 Q �' ? L w �� 1- Lj '( E a•e_as TE 6. DURING CONSTRUCTION THE CONTRACTOR SHALL BE REQUIRED TO IL.� W IOLG Z J z N L11 , Iwj, I E ==O IE 97.2 102- EXI GO DU(Z CONTROL ON-SITE STORM WATER RUNOFF BY USING TEMPORARY OR z W z Ie LP e' Pvc E E`1/) p (} Q �. nl t LJ �y� LL zTaRY I� r J I I E �OU1�1 g +2 PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. c) M, 2; ,L. m" II W .L'M�16 S (1.1 \ .S'•pR.9yFpc'h� X , Z O \ E�Fp,)L ,G I,I } IOC,5 EXI SPo'� bRADE T, LO ATIONS OP E%ISTING UTILITICS ARE APPROXIMATE. IT BNALL O Z 9 W V B6T. = 938 x Ioz.g Pt� c SPcT �RA� D cc w UO DE ,., TO DETERMINE THE TRUE S. -IjJ � � � I,�' c�G' s r BE THE CONTRACTOR'S RESPONSIBILITY W Os i `r / I -1 -P IRE 5 ❑'f(7FF( 10 O GOI�'�OU�AI ELEVATIONS AND LOCATIONS OF HIDDEN UTILITIES. ALL VISIBLE fu ITEMS SHALL B£ THE ENGINEER'S RESPONSIBILITY. > W ^HR VALVE 7 a A U ,.i' w W.W _ \C? ,a" s:I _ Q m I 0 Go►1GRETB bJ-f'(ER• ^C�(� { W A _' 1 B. E%ISTING PAVEMENT EDGERSURFACBS 12 INCHES H( SAW CUT PULL DEPTHEDGE WITH co 0 V1 s ' Z mi •I� 'N*s' - �� - LSSGO-I] A1�U 1.1 '.$rK,TLrryO �F.TAIL STRAIGHT UNIFORM EDGES 12 INCHES 12" OUT FROM THE EDGE OF z 1 /- •-, t {� J R,v RUCs, r •4 , ((J { EIE4E�G LJLIMUQ�iR EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVE- LJ4(s GL�.AI..OUT V II '^' OI• V U. R 4R J Gr Na � E >EINI we-%u PAV'1` . 1� WENT SHALL BE PAINTED NITM ASPHALT EINLSION (CSB-1) . 'ED Y6- !LJ = z S I I I.GE�'JL B' d Q �- 9. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS w ---- ( NOT n -CB �jL'O�i �'R(2'OV•'J AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION PER THE N FOUNDINFIELD) � LF�`1 � T y „' V � TE =101.86, -(L- R-IDCde LIEU CITY'SSTANDARD DETAIL (NO. TRSP-1) . • mm 2' ''i5:1 w •f sl+ R�•uc i p� LOCl75` 'ys `A;r ll,n0n , -- RIPPr✓AP - r V ,, IE 98.91 GOp,JG. SWAL£ 10. POWER, CABLE AND TELEPHONE LINES SMALL BE IN A TRENCH WITH A • - IG's9'f _ v { I , 11M\+ ( '(I IN IE 96.78 MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, u I /.lJ L% WATER, STORM) OF FIVE FEET (5') . 9 a" '�+`{,{IE' r`RA L' _ AS-BUILT 7/9/93 11. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILI- EMLOMK 6 w I ` _ •'f� T I m F TIES SHALL BE DONE UNDER THE DIRECTION OF A WASEINGTON G UFUMO) FR E G M -��� (ISQl' - LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CTORY Y CIVIL ENGINEER. m PER, : 5 = `:•i.E,. 5, 6 �.I v (; N4�t? FRAME _ AMR - 1 - o1L DESCRIPTION 12. ALL PUBLIC STREETS ADJACENT TO THIS PRO- JECT UI2-1-I_ N KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING � EH MI y PARCEL FRDMNONASITE CONSTRUCTION, AS DIRECTED BY THE CITY. r Z.-I I PJCO ) `IOQ„ `� YFGT-�FII L Ub Q DIj P� p LOTS 4, 5, AMID 6, BLOCK 1, SOUTH AUBURN GARDEN TRACTS, ACLOADING I 1 - I'71EA11.1♦. • , `(� TO THE PLAT THEREOF, RECORDED IN VOLUME 20 OF PLATS, PAOE(5) 76, r Y- (�, m MB e ?�� n # - c 'D GO��. �S LFi I 7 , _ IN Kixc couxTv. WAsxixcrox. I 1 •• ;-� �r O QS �-.,. II 1J. CERTIFIED AS-BUILT DRAWINGS ARE REQUIRED PRIOR TO PROJECT N a �. .(J ZD ��- N �G 6 jj ` EXIST CB PARPARCEL T PORTION OF GOVERNMENT LOT 2, SECTION Jo, TOWNSHIP Z1 xoxam, ACCEPTANCE. REFER TO THE CITY'S "CEATIPIED AS-BUILT RE- g/W S._ r (4C ' `�l _ .--, sP(Z•�?,.g. / y, -�.- r TE =101.90 RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, QUIREMENTS" IN APPENDIX "E" HEREIN. - .- F -1 I E 96.77 DESCRIBED A6 'FOLLOWS: 14. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN =0 I ') •.IO <'F}IA El BEGINNING W/ t' BEGINNING AT THL POINT OF INTERSECTION OF THE WEST LINE OF SAID ZONING ORDINANCE, SECTION NO. 18.50. 2 BA "WMr O C, ( S GOVERNMENT LOT WITH THE SOUTH LINE PROJECTED NEST Or TAT J IN WI '`Ja 4b I SAID BVxK I OF SLOTH AUBURN GARDEN TMCTS, ACCORDING To THE PUT 15. FOR M G CB RIM ADJUSTMENT MAXIMUM ADJUSTMENT WITH BRICK OF 6It • - I _ - !'�CC ,4 n • h.'. THEREOF, RECORDED IN VOLUME 20 Or PLATS, PAGES) 76, IN KING RIMS AND CASTINGS SHALL BE 14 INCHES (1411) WITHOUT ADDING � -2 'L,✓vl� `t- p - bJ .I•. - COUNTY, WASHINGTON; THENCE SOUTH ALONG THE NLBT LINE OF SAID NEW SECTIONS. ' .�.. (J C' �.� TOE " -- �,(7E w �',, GOVERNMENT LOT 2 A DISTANCE OF 95 FEET TO THE TRUE ➢OINT OF 7 - ) '. rt�.- '- - �% >!' BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE IT 3 PARALLEL TO - - -----"' �'- -'-' -'""-"` '-' _,r. - »� - •.- -_- t' ----- 1J- -"'"'" " ''-;' / . sA10 PROJECTED LINE AND THE SOUTH LINE OF SAID wT 5, A DISTAxcE 16. ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR O g .. .� y. .- ,� . . � ':F/�...._ , .� �..e .:?L�-^a' �,,• F -_ r . - [rH �' 3(;(A, �({'�t ....4.:}J i_ ( ' - ' Iff J$$ .-- -_ U.E _ ' .{ (ywt of 198 FEET To THE ensT LINE of scxooL LOT As SHOWN ON SAID PLAT; EASEMENTS SHALL HE ADJUSTED AFTER ASPHALT PAVING, AND CON- n. -.�(•(' _ 1 _ }���T -j;T - \�+ J--- --/n--" I C" }� !'{!t. r'- �' =,� i'S*"�"-" - -•-• _ -Y ^)�"I THENCE SOUTH ALONG THE EAST LINE OF SAID SCHOOL LOT 40 FEET; FORM TO THE CITY'E BTANDwRO ADJUSTMENT DETAIL (NO. STFG-1) . eyy -_: ` (;T •' LIQI V-11 '`^ UT - f 1n'•I" UT + '- DIRI VE. t I� - •. - 0 . THENCE NEST PARALLEL TO THE SOUTH LINE OF SAID LOT 2 AND SAID ,+p�ly�{(� ` V r 1 y'- O . - , - - - •' I" en - SOUTH LINE PROJECTED WEST A DISTANCE OF 198 FEET To THE NEST LINE 17. ALL CONNECTIONS OF BEER 15 PVC PIPE TO MANHOLES SMALL BE MADE Q ' IZ� I/I6 , - \T,i.� Plf..,-''.�" WJ' J(Iq - Troy Ci� �x -- :'? - v ji OF SAID GOVERNMENT LOT 2; THENCE NORTH ALONG SAID NEST LINE TO BY USING A.C. OR GPK MANHOLE ADAPTERS, OR APPROVED EQUAL. Pf (p T (.4S N ^ IP, _ �. ^'L' ---_. THE POINT OF BEGINNING: EXCEPTING THEREFROM THE NEST l0 FEET 1 r� LI 594% -• 1�T# Fp'.-. B IGp W- e(e,'? _ TE - 101 .CJ) 2 FJ :�= T,4+ _^ � COj M.T, THEREOF FOR "A" STREET SOUTHEAST � A�`VIT F Y'✓ M ' '` S _. +P, SCl \ 4 SO , IE 9FJ 9E(TRAIc)`�r\ 02- �, y ,-E CJC aI 18. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR J5 � LR !•.� jET -- ....p --- - _-.. _-__ 102--- _-_ --- -.�-� ®E3 C.J's 6m-1 'IFrj r_TF. CHANNF_L. THE EAST�168 FEET OF THE SOUTH 63 FEET OF THE FOLLOWING DESCRIBED PIPE. 1 ,11 0 M ri N - -. _ ' S$ - _ __ _ -. ,, -_ 3<SS __. _ „ PROPERTY: 19. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK > ) Q --- ` -. C FOUR INCHES 4") MINIMUM UNDER TO SIX INCHES 6" MINIMUM l(YYI n " '- yq• 6Y - --A¢ M f 017 THAT PORTION OF GOVERNMENT LOT 2, SECTION 10, TOWNSHIP 21 NORTH, OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. EY �I -}{d{O^ } ;+ _ dY 15=� b L RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, GEPT-J. SAW GLJT PA-�GI{ GRo�hI1J6, �U A S P H L T (III' (, <G GOD CONDITION(vf � �'L 2 ( O ,V DESCRIBED AS FOLLOWS: PANiama _" 11 _* \ � ` IE 96.90 20. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH !r (zEPLAGE• III KINf� 6" a-L I �.�IOG•Q�I „ _ BEGINNING AT THE POINT OF INTERSECTION OF THE WEST LINE OF SAID LOCK oFCE MaIN --- -- _._.. .. _ -- t)' �O.OJ cavexxnxxT LOT WITH THE sotrsx LINE PROJECTED WEST or i•oT I, BLOCK MINUS CRUSHED ROCK, SI% INCHES (611) MINIMUM UNDER TO SIX 1,CORDED AUBURN GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF, INCHES (6") MINIMUM OVER ME PIPE, AS PER THE CITY OF AUBURN -t7 ' (} J -{; .: - - ---- RECORDED IN VOLUME 20 OF PLATE, PAGE(51 96, IN %ING COUNTY, STANDARD DETAIL N0. GEPT-2. REAnvs o1E,vEff > 1 1212 A(JI'rcE 56 e_L6A,I RE ova ow ' WASHINGTON; THENCE EAST ALONG SAID PROJECTED LINE AND ALONG SAID AND REPL.AaE V. G I ^' Fl¢6 ASS7 Gj %(Y Fri• Lpi.0 EW, SOUTH LINE OF LOT I, A DISTANCE OF 1SE FEET TO THE NORTHEAST 21. ALL IMPORTED PIPE TRENCH BACK FILL MATERIAL SHALL BE CLASS Z' C J ,�� ITY ,•,J •rr,. \,l/YM�fil 0 All CORNER OF SCHOOL LOT A6 SHOWN ON SAID PLAT; THENCE SOUTH ALONG �I. A PJIJRN 6TD:. (a(JlZel l I GCI`)( . OIL I( L w If j/� E( T(�^•{� EF'- �,I^ �,lr+ �Jy v THE EAST LINE OF SAID SCHOOL LOT A DISTANCE OF 199 FEET; THENCE °A" BANE RUN GRAVEL, M002FIED BY THE CITY OF AUBURN. (I,EiArt9,18zxISRE�r,3 S • ° ' ^^ E "E e �GIu✓7� g 1 WEGT PARALLEL WITH THE SOUTH LINE OF SAID LOT J AND SAID SOUTH z O LINESAL C PROJECTED WEST, A DISTANCE OF 198 FEET TO THE WEST LINE OF 22• PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGMT-or- 4 I2 n�.� jI - ., POINT BEGINNING.OVERNMENT T 2, THENCE NORTH ALONG SAID WEST LINE TO THE Y SHALL BE pERP6NDICULAR PO THE CITY STREET.8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS \J`r .ICE( Cs CI3 SANITARY SEWER PAN NOTES: V/ } W (PER REC. OWG . NO' FOUND IN FIE-0 a _. - 1. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN EARTHWORK QUANTITIES ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPRO- V r VAL. J Z W cuT = 1,4oa G,,.`fV. THE STORM DETENTION SYSTEM THESE PLANS ARE AS-BUILT AND 2. LOCATION of SIDE N UPON SHALL ONLY BE CHANGED AS REQUIRED ~ yp DURING CONSTRUCTION UPON AUTHORIZATION OF CITY. CONTRACTOR r III HAS BEEN CONSTRUCTED IN CON- THE INFORMATION SHOWN ACCURATELY SHALL NOTIFY ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. PILL 4q ro GY.•.o. FORMANCE WITH THE APPROVED LLI N ~ z GOK PEKMrf PU RP2�6E60NLY PLANS AND IS FUNCTIONING AS REFLECTS EXISTING FIELD CONDITIONS J, CONTRACTOR SHALL OBTAIN ALL NECESSARY SIDE SEWER CONNECTION L � U) _ C AS OF THIS DATE : 7/9/93 PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. ` r Yi � y DESIGNED. EEEEEA��1 l Ra T Q 4. UNLESS OTHERWISE APPROVED ALL CONNECTIONS TO EXISTING SEWER UP!�j O ` W '1 MAIN WITH NEW TEES SWILL BE DONE BY THE CITY OF AUBURN. THE �`3J r- ryI$VJ gL O(e. EXIS G13 �L_ _102.G � 1 CONTRACTOR SHALL BE RESPONSIBLE FOR PIPE INSTALLATION, yw i93�•i'� PIRA SF, TRENCH EXCAVATION, BACKFILL AND PAVEMENT RESTORATION. N FF• IOE..So �6Loc�. TE` csRgcE (D LI ao G+x15T I>G = 4T q}97.97 5. ALL MANHOLES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ` W , �SH:v 11NISN I 97.90 �¢Y 10l.�- I GIE.APE 1E.MP 61LT LInIE ION' GZ.14 EI(,�' ADJUSTED TO FINAL GARDE AFTER FINAL PAVING IE COMPLETE IN � Q ACCORDANCE WITH CITY OF RAFTER S STANDARD DETAIL NO. STFG-I 11OU1Y1L 2 _ -_- II ` I II -rF�IP. hl-L�r WJ HAL 2E PVC, AILmm AO ¢(l7[ LLLU W &RAI OTHE(LWISEI UA-K ner CITY or � UM. OTEMIC FE I f,~/1 CNOG NI G• hW�ALExE. S-EHX F-IA soLT or [ZRR HYDRANT BEFORE SIGNED VIAL44 I I L 'OPEN' AT N ANT COAY Or •A• eTAisT SOUTHEAST AND 31ST a� =WWAtK I "� I STREET, ELEVATION 104.48.1Q2QrI�,N1, 3 3 1 Ejj• bwwQ= Iw sovnNA4rr racE or POWER rou AT BACK OF mN- ' DEFICITS WALK, BOUTN Oi NBEIE�INNT PM!!FT OONNL, NLiVATION " 4F• V \ PP1JRXev MIVEI.l.4Y y`\f(.I Mr�X. N✓.6- EI.E�/.=9�1.25 IaJ.�oo _ FBPUA . CNEC.Eos. U oo I N fi'CALL AO M I L. H e-PAP PLAN nG GeA�e F XI s r. Too FAC 0040-92 BLD 0607-92 WLH BDC PMIJO LINER-O I'A60 VE MAX. C�IzourJ l� N \.✓A�F_R /�1J(LFAGE GF�I9•ZS SNEE?G�/EK S - tb TALL �JO MIL, HE4vY PLAG NrC� 17 I�au. W,S. EIiE\/. --1-1. Z5 ti MAcrF21AL O Pnr-4D L__1 E2- TO I'A80\/E.p•IA�c. WA?E2 THESE PLANS ARE APPROVED_FOR �'v scuE wre ��- h1J¢FQLE EI E/ of �7. ONFOPMANCE WITH THE CITY OF 1"-20 0/30/9 Eo, e" PEKE PIPE s AUBURN ENGREERING DIVISION 95 1.6' r V lu ae N� SECTION B-B � 92208.02 wo<e: No GRoUND1_1A_n R- PRO�>EED �F-Ip 9$'1 51LF.. , REQUIREMENTS. EN1coL.lnrr v Pee r_APrrla SECTION A-A Plzol�� I.K. =99:-15' I. I j" 3/a'' ---Ir4" waxlEv Route SCALE:1"-20'HORIZ. 1"-2'VERT. , GON6UL�r,4N'f�i 5011fi (ZED r ISLE -" bit F`VG �/ I.I % iMIN. 71iq,Ej DATE: 3J 25193 (E-5gWI DA'rE�Bo?' ^z+ ilr&l a SCALE T•_201-1., 1"-2'V. APPROVED: /,�.�.-1.,-I-� Se.• 6,�,. C1.2 ,. 5 q:9v' 9sD /2/6 2 of S CCI . 1 v �'r�{K�F�f:>57EeEV "irti'Al t�\� EXPIRES 12/17 64NW (h 0 U Z 3 � U) w � LU w Z > _ � F' ZZ a 06 GW w Uj z J�V 03 w ��'VTS�ou J w ,/� U o \ v' z s ro N o'o I O� O.IO Z p J CONCRETE SMLE DETAL IJ.T.5. CATCH BASIN REI LIFORLB W�Cox Co — 10/10 WIRE MESH. � WITH CRATE M Detail from system manufactured by PIPE, Inc. tAjIr NS�ra�L v�l-�E • FILTER WATER OUTLET ZZ-1. — FABRIC LE.-� ' 96.92 PL, ;'01oRl F'p AREA Rey 'p. =11.1- Pr PERIMETER SED— ' d IMENT SUMP. B w/Aw N11NLIM �Ip U 102.70 ROUND SAID COVER • N — MA EO-DR IN" OR ce CASTING NNEN STRUCTURE USED FOR SUR FACE USEDF SLUDGE OUTLET RUNOFF -(o-fHE SU RFKE NOS" Oj / r•'. <1.... •' ADJUSTMENT MIC6 INKREASE TOP AAB • (. If MIN., R"NAY.) C O CASTING OPENING SIZE 1) DO NOT PUCE FABRIC As NECESSA RT NOR OFFBCT TOP SEAS UNDER GRATE. ACCESS. y' STIELDARD LADDEAv IwE ER INS 2) APPLIES W/ SUBGRADE WORK. �. sTfrs 97.26a. ONCE CRUSHED ROCK PLACEMENT ! CAP, RUBBER GASKET PROCEDES FOR FINAL PAVING WRAP PLm H B'Ke'=e" PVC TEE 14 - n�l GRATE W/ FABRIC k REMOVE ABOVE RUBBER GASKET JOINTS CHIN. , W COMPLETEING CS ADJUSTMENT t n EL.Ev=99.ts y MAKING WATER TIGHT. A.C. DR G.F.K. MxxxaE ;. .� ADAPTER e 1 PLOW BAFFLE 3' APAR MAX. `� 8`w� ENr 3/4' OR LESS WASHED 2ea2'X4'(MIN.) WOODEN �i�a5 _ INLET SHOW) SEPARATOR PLATE UNIT r� N 1240 ROCK FILTER OVER STAKES, DRIVEN INTO `i rvC 6pe DR FIFES BEPunTOR VAULT Liz GROUND 18' (MIN.) IN / % FILTER FABRIC DEPTH / VFR3C}LEv. INVERT ELE 5a. Ft. of Z L/ -E�-34(B' IN� Eff Ycf ive capacity at capacity at R B C 2nlat Ou[1. O11 Slutlg // `W 97.34 ! 9734 SEprration 0.25 GPM/ 0.50 GPM/ Sl=° sl:. 0 =1. Ou21• ` O r fal 0-0.2Z �s Sf=• LU jj •� B RUBBER GASKET LU SLOPERN 2:1 ,; ! rluG w/OR tf IEE HOLE 230 -+` - _, 200 50 GPM 100 OPN <8• T]" 66" P A- 2' 2" 6� MIN. MANHOLE #1 1. Anave ce omcltle5 are tared on 55o <n0:e of inclination. W MANHOL CONTROL STRUCTURE f S� W SIN NOTES: OIWJATER SEPARATOR MAINTENANCE Raj = NJ , MIN. DIAMETER 7 The oNwater separator shall be checked frequently by the property owner or manager and ATCH BA ' cleaned whenever oil accumulations exceed 0.5 inches anywhere in the separator. SEDIP ENT W/ =RAC 6• DEEP If separator shall always be cleaned in early October to remove material that has accumulated W ` during the dry season and again after the first significant rainfall of the fallhNinter(more than 0.5 BURIED 0' TYPIC—AL 12• WIDE - inch in 24 hours). As a mininnlm, the separator shall be cleaned once again in the spring. FILTER (4 SIDES) INCREASE 1.) ROTATE OFFSET LID OVER ORIFICE TEL ` 44 p11AVM By PIEGKEO Br FABRIC a�.ECn� A—A SIZE OR CASTING OPENING AS NECESSART,MN �1✓ SE �S�kV,F A y<,YIH.i�r FAC 00��t OW o�oi-t CS WC CITY OF AUBURN ! u THESE PLANS ARE AS-BUILT AND THESE PLANS ARE APPROVED_� D• E C� AREA INLET SEDIMENT FILTER THE INFORMATION SHOWN ACCURATELY CONFORMANCE WITH THE CITY OF k Ze326 REFLECTS EXISTING FIELD CONDITIONS AUBURN DIVIISION =R ° ;Q `"6 AS OF THIS DATE : 7/9/93 REOLAREAENTS. 922tia.OZ ^f _ 91111�1� e� ii/ni DATE 3�z5Vrs APPROVED: lJA,,*+d S-II "'C 24 X�.'01 30 30' Z - ----r-- --- --- 3�M\ir y1 11 :. STUC _ w D 20 40 60 90 SIT 3 M SCALE IN FEET „ 0 103 4 10 10� -z '& J i•. _ J ^(!'30-_'- •Yc h 1' = 20 -_- _ 49 ­_3' WIRE FENCE 6 BOARD FENCE a J `f ,fir W AFRAYE" LAWN LAWN GRASS I IN i I . � LAWN GAAME LAWN _ SHE m 200.32 A 14" - VICINITY MAP g Q i O`V \°ry' -- 6 BOARD FENCE \ ` . \° ry \ Soo OII Z011 W \ & FENCE \a , \� \ \O W 3 - - Soo 0�� 28° W \°h 104.91 I - \� 1 .991 I -�4' PLY — S 89058 45 E � I .� FIR \&' ♦ ♦ y( ♦�• \0 \Dry ♦ > IV~ W u \02" 'F I - EASED OR SNE PLAT OF SOUTH AUSUR39 GAI�� TRACTS, AN ADDITION TO > LAWN LAWN I.I. WILD G R A S S = = THE CITY OF AUMURM. REFEN TO THE INS OF "A" STREET SOUTX- Z W h C N EAST MUCK MEAN MONTH 00•01,28" EAST. L A W N 1 �` ~ir CIO < a 1 C �p V ♦O W000 \' 0.G -pm 8"B 12"C D G c� I E CITY OF AUSUMM DATUM. _ Q FRAME "FIR P.• ry. 3 ca =7 06 h W OPEN P ♦0 Y.� w 1 U w W R� IR ]IN NEST FACE POWER POLE AT SOUTMMST CORNER OF N B 0 C SHED I 4 t�j} 101 ♦°\• 024"WIL / I F. g _ y 103.65.STREET SOUTHEAST AND •A• /?NffT SOUTHEAST, ELEVATION Q L SIE y LU DEN {03 111 (n CITY BHnt4AEL ]O-Y uj Z TREES-cp \O\ CV \0 WOOD uj TFRAME � \� / "LOCUST" 0 � o SIDEXv IN 30TtTTlIEABT AND 4O SIDE OF CONCRETE OE�FE�', MORE OR 111"It OF ELESS ET LIGHT, GSOUTH WEST O Z Q gM HOLLY CL h1 -0 OD I J 318T STREET SOUTHEAST, ELEVATION 10].41. (U w CO \(�• .4 SHED pP,S 8)28'1CMEIIRY Z ♦'00 = /ITS MHNCNRMM[ NO. 1 T > > (D c i' p o Opp a?' �✓�� O _-- _ A\ n / o. SCRISID "E" IN TOP NORTHWEST MOLT OF FIRE NYMHAMT MRPORf WORD = (� ¢ O LOdR WOOD ��' ----_ I -� y I "OPEM" AT NORTHEAST CORNER OF "A" STREET BOUTNEAST AND 31ST U) 0 y 1DO FRAME --r I < STREET, ELEVATION - 104.45. (q GRASS w SHED ♦p bi> ¢ 'h pl@ GRAVEL IV 10 _ <Q SITE IIn1L1rN NO. 2 m ry ¢ RAILROAD /PIKE IN SOUTHEAST FACS OF POWER POLE AT BACK OF CON- \° ' CRETE WALK, SOUTH OF NORTHWEST PROPERTY CORNER, ELEVATION 3002 3 28° 3004 " H TE = 101 .95 io7.00 0 1-STORY WOOD FRAME - I, I- STORY 1l 1' 00 py IE = 96.50 30 (12"W) SSITE CONTAINS 51, 679 SQUARE FEET OR 1. 1863 ACRES. Ov 0\ w J W000 FRAME G. 3006 � I ,� �_ \JW(y \ \ CONIC 10 LOC T• 9 PORCH 'f > I - STORY e, 1 - STORY GRASS \° h o a " LILY ,WOOD FRAME w WOOD FRAME TiuIE6 1 y, A SITE IS ZONED "C-3" HEAVY COMMERCIAL 102 - __� I y I ry' •18" US k \ . .• ¢ _ _.� __ . 2"G. w \0 v \ ♦ \ \�\ h : 014" -�01 0. PORCH a I 1' GAS MIN FLOOD EONING "CEDA�t cvi I 102 w z0 \ \0\ .� V/� \CP• B.M. TO. I 0'l I SITE IS IN ZONE "X" OF THE FLOOD. INSURANCE NAP, COMMUNITY PANEL 3 b a p \p '., / EL.= 104.45 0\ - NO. 53037CO461D, WHICH BEARS AN EFFECTIVE DATE OF SEPTEMBER 29, M z LAWN J 9 iv \ B.M. NO. 2 ° .�-.,Fl� : O� .GRAVE .— —w. 1989. EL.= 103.00 > �FiA3`Sr u GRASS kJJ _ Q GRASS s/ I i �' \ .t w •I �NL� LOCUST M/ \ CB C1]Ml'A4T PERSON ON ZONING. SETBACKS i FLOOD ZONE 8 00 20� BUILDING SET BAC BA �bIVM '\ ,3Q. 0 / SHRUBS S TE = 102.18 CITY OF AUBURN, ASSOCIATE PLANNER - JEFF DIXON, DEPARTMENT OF "FIR 1 I al \ �i'.� / I / ,\ BAR I E = 97.48 PLANNING i COMMUNITY DEVELOPMENT, 2S WEST MAIN, AUBURN, WA 5 ♦ _------ 6 N 00 2 E \ \ 3 5.24 phi %-WALK i 98001-4998, TELEPHONE NO. (206) 971-3090 �- 4�CY LONE FE - - I TOE - ry . TOE \ . . 3 UT - TM H. - h� __ ,� ;tom U.P��G_ D IVE - - p��ald - L __.�_ _ 1�_. _ . �4,0 BT TITLE REPORT REFERENCE: Y x ___IQ_2"21_ _ - �Q__ _ - V t eGk - - - '/- �1T % - _y - - _- __ 1p2 - _ -_ UT - \ _- ? - Ur- -- yU� CB �,� _uT __ �f__ y - -P _UT THIS SURVEY WAS CONDUCTED ACCORDING TO THE ABOVE DESCRIPTION, 3 SSMH ,[ i ♦\ tpr FURNISHED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NO. 12 W-TE = 102.56 2 W- TE = 102.02 h -- 1L12 W \ 't<D yam- ry 1o_ 12 W- 1 y 0 WV o_ O 245167, DATED JULY 30, 1992. THE EASEMENTS SHOWN OR NOTED HEREON (� I E = 98. I6 - °Oh y \ l�(" li I E = 97.22(T ♦°\ iD ��� ip ♦ p♦' `&� - TE = IOL51 \°ti h 12" W I _ - f�t- - --12"W RELATE TO THIS COMMITMENT. �l sue . \ ♦ \° W IE = 95.91(TRAP) \O I iv TE = 102.31 ` b 1_ yid _� 1p TR. CHANNEL = 96.51 8 � I - BASS . C NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT _ _ - -- �i01 SHOWN OR NOTED HEREON. N 00.01' �� � S" SS o h ' FBA�1S taf BEARIN6� � \ � \0 m \° \O ASPHALT\O ( GOOD CONDITION ) \0 2 \°'l \ ti DESCRIPTION _ 8��—FORCE MAIN-. S"—FORCE MAIN—.71 � - _ Oil MAIN BG- PARCEL A: � � G- -B G-- _ _-.-. _ .--..__ � G- . .. _..___.._ .. .. _�_ ..-.. -g"G LOTS 4, 5, AND 6, BLOCK 1, SOUTH AUBURN GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 20 OF PLATS, PAGE(S) 76, UT - - UT . - -- --� A° STREETS.E.I N IN KING COUNTY, WASHINGTON. 12" SD- _ 12" SD 12"SD THAT PORTION OF GOVERNMENT LOT 2, SECTION 30, TOWNSHIP NORTH, CB RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, INGTON, (PER REC. DWG., (PER REC. DWG., V (PER REC. DWG., DESCRIBED AS FOLLOWS: L/} NOT FOUND IN FIELD) NOT FOUND IN FIELD) NOT FOUND IN FIELD ) ��rrrr BEGINNING AT THE POINT OF INTERSECTION OF THE WEST LINE OF SAID W GOVERNMENT LOT WITH THE SOUTH LINE PROJECTED WEST OF LOT 3 IN >- 2 W SAID BLOCK 1 OF SOUTH AUBURN GARDEN TRACTS, ACCORDING TO THE PLAT FC THEREOF, RECORDED IN VOLUME 20 OF PLATS, PAGES) 76 , IN KING 48} COUNTY, WASHINGTON; THENCE SOUTH ALONG THE WEST LINE OF SAID cn GOVERNMENT LOT 2 A DISTANCE OF 95 FEET TO THE TRUE POINT OF II Lo Lu LEGEND SUBSTRUCTURES BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE EAST PARALLEL TO BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED SAID PROJECTED LINE AND THE SOUTH LINE OF SAID LOT 3 , A DISTANCE _ CB CATCH BASIN BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE OF 198 FEET TO THE EAST LINE OF SCHOOL LOT AS SHOWN ON SAID PLAT; d W C.W. CONCRETE WALK FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. THENCE SOUTH ALONG THE EAST LINE OF SAID _SCHOOL LOT 40 FEET; Q W PH FIRE HYDRANT FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO THENCE WEST PARALLEL TO THE SOUTH LINE OF SAID LOT 3 AND SAID y b G GAS MAIN DESIGN CONTACT THE UTILITY OWNER/AGENCY. SOUTH LINE PROJECTED WEST A DISTANCE OF 198 FEET TO THE WEST LINE 0 y y H G.M. GAS METER OF SAID GOVERNMENT LOT 2 ; THENCE NORTH ALONG SAID WEST LINE TO Q P POWER (OVERHEAD) UTILITY CONTACTS: THE POINT OF BEGINNING; EXCEPTING THEREFROM THE WEST 30 FEET d S SIGN THEREOF FOR "A" STREET SOUTHEAST 0 N.I F SD STORM DRAIN SEWER. WATER &SEWER. WATER & STOP S.L. BOX STREET LIGHT BOX CITY OF AUBURN UTILITIES TECHNICIAN - DAVID H. McPHERSON PARCEL C: uJ S.L.E.C. STREET LIGHT ELECTRICAL CONDUIT PUBLIC WORKS DEPARTMENT THE EAST 168 FEET OF THE SOUTH 63 FEET OF THE FOLLOWING DESCRIBED J SS SANITARY SEWER 25 WEST MAIN PROPERTY: V SSMH SANITARY SEWER MANHOLE AUBURN, WA 98001-4998 THE TELEPHONE MANHOLE (206) 931-3010 THAT PORTION OF GOVERNMENT LOT 2, SECTION 30, TOWNSHIP 21 NORTH, T. S. TELEPHONE SENTRY RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, W T.V. TELEVISION CABLE (OVERHEAD) POWER DESCRIBED AS FOLLOWS: U.P. UTILITY POLE PUGET SOUND POWER & LIGHT COMPANY FAC 0040-92 BI.D OW-92 UT UNDERGROUND TELEPHONE CUSTOMER SERVICE PLANNER - BERNIE LARSON BEGINNING AT THE POINT OF INTERSECTION OF THE WEST LINE OF SAID W WATER MAIN 402 16TH STREET NORTHEAST, SUITE 106 THElE PLAN AM APPROVED FORGOVERNMENT LOT WITH THE SOUTH LINE PROJECTED WEST OF LOT 3 , BLOCK .. :.. - W.C.R. WHEEL CHAIR RAMP AUBURN, WA 98002 - 1, SOUTH AUBURN GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF, K J Y WA H WM WATER METER 1-800-321-4123, EXT. 82-3612 lr N'E W[TH TIE CITY OF RECORDED IN VOLUME 20 OF PLATS, PAGE (S) 76 , IN KING COUNTY , WV WATER VALVE (206) 939-4343 WASHINGTON; THENCE EAST ALONG SAID PROJECTED LINE AND ALONG SAID µme + ENGPIEEP04G Drit" SOUTH LINE OF LOT 3 , A DISTANCE OF 198 FEET TO THE NORTHEAST I" = 20' 8- _92 GAS: REOUIRENENTS. CORNER OF SCHOOL LOT AS SHOWN ON SAID PLAT; THENCE SOUTH ALONG WASHINGTON NATURAL GAS THE EAST LINE OF SAID SCHOOL LOT A DISTANCE OF 198 FEET; THENCE 3130 SOUTH 38TH STREET 'DATE: 9jz-0 3 WEST PARALLEL WITH THE SOUTH LINE OF SAID LOT 3 AND SAID SOUTH 92208.02 TACOMA, WA 98409 APPROVED: r•\ � 5' LINE PROJECTED WEST, A DISTANCE OF 198 FEET TO THE WEST LINE OF (Z06) 473-8302 i✓ SAID GOVERNMENT LOT 2 ; THENCE NORTH ALONG SAID WEST LINE TO THE POINT OF BEGINNING. ^1.4 5 91, DI216 1 OF 5 r6acusoly a Sorvs 1045s4 SEC . 30 , T . 210 . 9 R . 5 E " , W M CONTACT PERSON 24 i II " �' ` _ , GENERAL NOTES' CJ ���y i � .• W s bmftRM , I I ,W,,4 y4' 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF 1 t( A = r •.L..-.J- �e v ! lv V \ p W-4 ._.a �k t0U:1:"f6) Z__))(), AUBURN S REQUIREMENTS AND SPECIFICATIONS J "< 14-:. - " T `qwi�- ` , 'C W i ro Gal z ` t Mw n' 'i c S69TN@, 1�MIb1�IW1 98122 ..W, 2. STANDARD SPECIFICATIONS SHALL BE 1981 APWA AS MODIFIED BY ) JJ) ( I �JI G�+ „i � C1 f� CONC. �, `. y�� �(��� I •N p � p THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAIL, p I m N iN 'O p 2 v• _ D/W Z-y 6 1j n Pk [CVp1 3f�) --TF-- - '"�••�' - --_ �a � Z H SPECIFICATIONS, AND REQUIREMENTS. G, N � N Gl t _ S IT C3 X u, � ;� O 3. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOP- * I S �( mfD pp O a I W � // ^I (5 N /O I ETUC �i PIS ¢ 5y CENT SPECIFICATIONS AND DETAILS SHALL BE ON-SITE DURING _� \ 30,A C r" .- SEE GRAD ,"DRAINAQF A UTILITY PLAN ' °3' w 3� OWNER'S NAME: .� �- E CONSTRUCTION. " _ -ul1p I - Z' } K o _ _ _ �� -- L&� 5656 154t AVENUE 2 W - t: C r c�i+O 15 BUI!_DING SETH'A{:IC - Iv -12.EDI(ZF.� a4S.u,4.L� ' --- +Vy , 4. A PRECONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON- •-V� -- -2 �yJ - A ul �- SITE WORX FOR ALL PUBLIC FACILITY E%TENSION PROSECTS. $ ELYsE ST. "� 9J0 D� O PI.Ix+ PAVbMEN _ �.3 �, ,, 5 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL 'M1 �•••"•`� 96ov = - - "C L- ONE-CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, .� N Y .,y � ' �/\ (\('YI / '15,0 •�b.•�I_ I �O�ql�,'{fgulte , F d SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE, AND J •.9- y- rL lJ Vli R Fi. TELEVISION) . F f \p pn - CONTROL ON-SITE STORM HATER RUNOFF BY USING TEMPORARY OR • 1 </, , ✓C . ~'� r F , I�( / (� J JO R LYWOCIp FENC.� C O�MIKE G9AOLOLAGFIER I N- PRNKNENTE DRAINAGE EROSION SILTATION CONTROL PROCEDVAES. NJ : 3 ^ 7 `,-� '�••S /N.K O -(" �O * '�� ""�' � I 4d = 6. DURING CONSTRUCTION THE CONTRACTOR SHALL BE REQUIRED TO Q -' } sqI .. 701. BO +,rr, sn 2g - e� swaLE SAW CUT SEAL. ! - h 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL (+ram..... b SSWlC ,12 Se I�.'J Y - , �� ✓ tG (1 T s T'Io,J/O� w MATCH EJCI6-f. GRp.DE ! BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE 2 C3 - _ �- _ .._ . ELEVATIONS AND LOCATIONS OF HIDDEN UTILITIES. ALL VISIBLE O (D ExIBf ,• ()! 3 �' -' t.- __- - W q J� .. ,.. ITEMS SMALL BE THE ENGINEER'S RESPONSIBILITY. -IA I_ GRADE 6, z v, ;r 4 \ - .- S N } .04 9� EDGE OF EX15'>' p"R 9" SS W- •'e I STS y4y _-A . 1 2,6 E I of rAV5MI!5NT VICINITY MAP B. EXISTING PAVEMENT SURFACES SHALL BE SAW Clrf FULL DEPTH WIYN Gn , SO J{U S^J"' 51" SS - r X I& Q STRAIGHT, .UNIFORM EDGES 12 INCHES (121) OUT FROM THE EDGE OF Z W ,7 " �' J- - _ ' ' • L �� EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVE- O M .. Off]` W a non/J7;/ / I�//7 )O VARIABLE 30 • 2 WENT SHALL BE PAINTED WITH ASPHALT EMULSION (CBS 1) . 2 Li •F �Q. p A -/� / /� ---- - /�/7 // / / `? U CO 9. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS m n ; Amy .',� e _/� '{' IN MH�F�TY.-3II--•.q8' PROf'05E0 0_S &q-s.oluo Z a AS SNONN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION PER THE /.It. '3JS S T R E E S. &ItA S 3 CITY'S STANDARD DETAIL (NO TASP-1) . O =- T. C �•� �F�+S�Y �FJ� J 17 LF� 10. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH KITH A pN s x 12" 45 'B EDGE or EXI�17 Z.yn 6cIN 4Y, fADE k MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, D I 1 WATER, STOW) OF FIVE FEED (51) . '< � 2CV x r 2 Ci .J �dJ% 2 G - -PAVEM5NT 2 6A _ i� 0% W 2 TE 102.71 . m we sDR 35 I E 97.66 LL N G 11. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILI- - I it I1 -® _ VEizIFY ) C16JTTNG SrD 6 TI£5 SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON 0 - N Y b Sri IO2.- ` '. �- '-- � IOZ Z LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL y( 01 -1ti y 10 _PAC SDI?_ 35 RgMOVE EX15T. ASPHALT REMOVE I:X16T. o+•co, *._,I 6Til MAYfGH E clS-r' ,S�p F� t; = U) cxvxL ENGINEER. II Di mmao V lf1^11^1 U, NOTIFY AS NECESSARY AND ASPHALT A5 NFLESSAIZY xx �' INSTALL IVZ" (MIN.)ASPHALT II 4 wa1P YI� A51vEwA, 12. DURING CONSTRUCTION ALL PUBLIC STREETS ADJACENT TO THIS PRO- - L A ��� '.i - 11 lE IN13 OF' GONPLJC:T AND INSTALL IyZ MIN.) �,fF7`r'EfL I w/THIc1cLNEp EL 'WE V c J£CT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING ( I - ao-fE% OVERLAY CTYeJ f FROM ON-SITE CONSTRUCTION, AS DIRECTED BY THE CITY. I I �tV T ) IOU LF„i1ZRE.p , ASPHALT OV ERLAY (TY .) NE4wTT/ •A.VCME3.1'r Ic � min SS LF-•IZMSD �IrlF 1 .O% F /L hPlz a6 I00� CSEE P�INa+ZeG-roN) I -100 T~ J m 13. CERTIFIED AS-BUILT DRAWINGS ARE REQUIRED PRIOR TO PROJECT W_ _ O nr I -I i `y�-� I 0% �? A• I ADO �N o(S ,N'J ACCEPTANCE. REFER TO THE CITY'S "CERTIFIED AS-BUILT RE- G) t0 ,I CI : PI hp2. 35 'U.rDO w Ge N ca U) 9 - QUIREMENTS" IN APPENDIX "E" HEREIN. -- N *•,U:� -Ni I--r „ -CE= 101. aZ LU N 14. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN O I.E. =97.05 REF. � -ret-HI-11GAL Pe-Ft7RT 3e SECTION A-A Q w ZONING ORDINANCE, SECTION NO. 18.50. 1�} '., m EA__rH GON,iI.J L^fp.NITS (E-SSB2) Z 15. FOR MX L CB RIM ADJUSTMENT MAXIMUM ADJUSTIUNT WITH BRICK OF 17CfF-� Aud,Li Z<I; 1D192 FOR- EDGE 0 EX16T• �e I"=b'HIII•=z. W - RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING K INFOR11A<ll e--O"'-�Pti� -_ Fr roPo -p O Z , NEW SECTIONS. I> LIAfIN-&•L-r eoitkotoTat e ON' rnTON5 AI..IIJ O-lFIEF- G,F-O- PAVEMENY z &1?' oIadzz N TEOHN16A_ I't-6,61 � � MATCH PROPOSED Ir Lu w 16. ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-NAY OR -EJ GRADE o.s I 6�A- J EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CON- I 5 Q FORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL (NO. STFG-1) . A, "' '(',MT _. :.' A•a l "T -np VARI 17' 7 S1 - Q 17. ALL CONNECTIONS OF SIR 15 PVC PIPE TO MANHOLES SMALL BE MADEa `,. "�•" •" •f 6AO BY USING A.C. OR GPK MANHOLE ADAPTERS, OR APPROVED EQUAL. ELEVATIONS t>F Ey ��- O REFER TO THE CITY OF AUBURN DATUM. Iro .95; BASE LON PP.G'�E17 ✓ �- p°� 18. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 35 1)--I)_II1�L 'f0 95 %� ` : On PIPE. 102 - -102 m SITE BENCHMARK NO. I IZEMOVE EXIST. .. \ m N ASPHALT A5 NECESSARY `I -� 19. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK SCRIBED "X" IN TOP NORTHWEST BOLT OF FIRE HYDRANT BEFORE WORD NEW PAVING SECTION AND INSTALL 1V2"CM IN. FOUR INCHES (4") MINIMUM UNDER TO SIX INCHES (6") MINIMUM "OPEN" AT NORTHEAST CORNER OF ^A^ STREET SOUTHEAST AND I15T E_ I I .., - ' TYPE A silvEWA*LL- OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. STREET, ELEVATION = 104.45. ASPHALT OV(:RI-AY (TYP) G, r-re, - w/ HIrv..yJe _.*..­IIIII..-PE GEPT-3. ( ALONG 31 st ST. S.E. ) SITE BENCHMARK NO, 2 10- NEw Pa.`P4-1P_ur - 100 20. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH RAILROAD SPIKE IN SOUTHEAST FACE OF POWER POLE AT BACK OF CON- 20 10 0 20 40 60 80 L.lEE P7 ,vi SPf,L-1` N� MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER TO SIX CRETE WALK, SOUTH OF NORTHWEST PROPERTY CORNER, ELEVATION = INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN 103.00 SCALE: III = 20' SECTION B-B STANDARD DETAIL NO. GEFT-2. ..... . ...._...I. .....- . . .. ......... ... . ......... .... .. ... .. . . . ..... ...._._...... a.... . .. ..._ .. __ . . ..-... ...._. .... . ....... . .. .... .. . ...... .. . .... _. _. _ . - _ ._. ._ _ ... ........... .__�_ - ___ --....._ ... .. . . .. .. .. 21. ALL IMPORTED PIPE TRENCH BACK FILL MATERIAL SHALL BE CLASS ... -.:.. _ . . . . . . . . . . . . . i . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . III m n BANK RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. . . . . . . . . II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22. PIPE TRENCH HACKFZLL MATERIAL WITHIN THE IMPROVED RIGHT-OF : ; ' - - - . . . . I I � . . . . : . . . . . . . . . . . . : . . . . . . p N WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS : . . . . . . . . . . . : : . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 PERPENDICULAR TO THE CITY STREET. I . . . . . . . . : . . . . . . . ..' . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - a Ib N) M o 104 . . XLST,: . P.�{L1Fllslw_.'.' .. . . _:.' . _:.: :.. . II L8. Storm lines shall be laid to The grades and _...... _._. .. .. ... .._. . . ._... ...... . .. . .. ..._. .. ... _ . . . . , elevations shown on the drawings and shall not be ' ' ' ' ' ' ' ' : : : _ : : . : . : . . . . . . . . . . . . . . . . . changed without City approval. . . . . . . . . . . . . . . . . ". �-t� ' . . . . . . . . . _..._.._ .. .. 11i+i\aA CF11.1�1VI-INii 16ROPILt5 END . . . . . . . . . ; . NEW 7.^��/LNG, L yr E c+. Contractor shall obtain any necessary storm line • - . . . I . 1 1 . . I ' ' I - - - ' ; Io-.rf72. : ' - .�- -. - - : : : : . . . . 3 connection permits from the City of Auburn prior . ' - ; . . ; ' . ; _ . . . . . . . . : .- ram. . . . . . . . - - - - - Ljfj.,./ ijlpGWp.LK ' ' ' - to construction. . . 102 z5. All manholes and catch basins in Public right-of - " ..... ". " - '" ...... ... .._. ...... . . .. ... . . ... . ._ --. O} 5. .. .. - .... . ..,. 37 way or easements shall be adjusted to final grade ' , . " : . . . _ . . . . . . . . . . . . . . . . . . . - Ol after final paving. is complete, in accordance Wath . : : . I . . . . . . . . : . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55- NFl✓ �iAN 5fil12:Y �JEl./EIL _ ; ; J Ifl 7 `T" �_ the City of Aubnrn'sStenda rd Detail No. STFG-1. - ' ' ' ' ' ' ' ' ' ' ' I. k I O ' ' . : _ : : : : : - Q . . . . . . . . . . . . . . . . . . . . . . . . . . . ; . . . . . . . . . . - _- . . . . . . . . . . . . . . . . E%ul�l�I IJ6, 4fIMV1'fAftY SEWER. . . . ./ 7b Sever lines shall be laid to the rades and : " " " ' i " " " ; " ' : II" I I� V & 9 elevations shown on the drawings and shall nut be ; ' . : . . . . . . . : : . : : : : . . . . : : . . . . . . . . . . - - . ' ' ' X IOZ.3� PTEOFI51- 6e l h�'f r_. Va(IOFI � N Na d IL changetl without City approval. : . . 100 ,' .�L...... ... .... ..... .. .. ..... _.... _._... ...... ... .. . ... .. . .. .. ..... ........ .... _ ... .. ....... ......... . . .._. y e 0. ......_ . ..._. .. ..... ...... ....... .......I ._..... 'l EI . . . z2 Location of side severs shall only be changeC us ; . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •�. Ih,Lo, E-,��/ IOA,i > - required during construction upon authorization of : ; . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W If : 11 SIN >� City. Contractor shall notify Engineer when exact I t I u - �5 , ' , : . : : ��_ ?IZDFL�if-0 1`JCORM T7RA1N ; ; ; MIL locations are determined. - f : : . . �l:I1F : $ 55: PVC 5DR . . . . . . . . . . . 2,p- Contractor shall obtain all necessary side sever ; . . . : . . . . : . . . . . . F�pp . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . _ IIJC• �LLVN connection Permits from the City of Auburn Prior ............ _.. ....... ........70 .. ...... I I .... .u. ....... fI __. _.._. __.. ........ .. ... .._. . . . . . . . . .to construction. . . . _ . . . . . . . . - . . I. FF ,. 7i.. . . . . RY�E� Gg . . . . . . . . . . . 24, unless otherwise approved, all connections to . . . . . . : ^• S1.O �., P,gor a_1'y� • L . . YLUG EN : : : : : i �xl�l�r, G13 . : : : .VERIFIED �oLOPE. . : . _nvdl � _°existin sever main' Wi'th'new Gees shai1 be acne b " " " " - " " " " " " " : , " " " " " " " - ' l' t 2'Y. PV'G SDT� 35 _ II VG ' 'DK 35 a 'O, 22 • _ - . . . . . . . . . . . . . . . _ _L /` DtYe ritY of Auburn. The Contractor nh411 be . . . . . . . . . . . . . . . . . . . l �J-- �7.. . � �>�� . . . . . 1:�.,-�<R �'• . . . . . . . . . . . I/ . . . . : • slbL> for pipe inatal.lationr i'..:cn : : : . . : . : : : . : : : . ; . . . . . . . . .��t4'(• . . . "I . : . . : . : . . . . . . . . . . . . . . . y�/7-/7/7-/7/7-/7-�� NEW I ZI (MIN.) ASPHALT . . . . . . . . . . . O �> I ; . C V_L_C_C.1LLI excavation; backfill and pavement restoration. . . . . '96 • •\ - / _._ ......... ....... AP,fPROX Locp.Tloi1• •O.IJ� VA'�IDNI . ............. _ ..._... ._. ... _._. OVERLAY ...... _....._... ._.... . .. . .. ... ..... ... �' - xt4sPniT� ShRI T I?T 1 w cvLT >z pp p 1 J�1 3o All ^.onholes in.Rublic right-of-way or easemonts . . _ _ . _ 'rC FIELF Y.,7IFY.. .. 668 �., ...�Fil•OYJ . . . . . A?-BUILT' 7/J/ _3 : : . . . sbe-. : he adjusted to final grade aEiyr `inn] . . . : . : : . : . . . 1{ 1` . . . - . . . . . . . . . . . . . I - . . _ r Pavr.g is comPl ete, in accottlance with City of . . . : : - _ - . . . . . . 41 . . . . . . . . . . . . - . . x ♦A W ,.nl •n' - Standard Detail NO. , $TFG-1 . . . . - . . Vn - - 94 - - _:_. _: The a ad invert elevation and location of the en of the existing sanitary sewer .. . .._. :...:.. :...:.. :..: :. : : ... u~I. . .... ...: . ......... .. . .. .. ....: . . .. .. ...... . .. . ........... .... .. ....... ...... ...... ...... -. _ ... ......... ......... .. . I. IW . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . : . . I . . . . . . : . . . . : . . . . . . . . . . . . . . . . 1 . . . . . . : . . . . . . : . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . in 31st St. S.E. is not known. The Contractor sh II make a pothole in the vicinrtW . . . . . . . . : • :,..�; of the end of the sanitary pipe, as shown on the ions, and notify the engineer of . . . . - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . vert elevaho or xte . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . x . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :,r,� the existing in n pri toe nding th sanitary sewer. It a change In � (~/) - W grade is made at the end of the existing pipe, a anhole shall be installed with W y . . . e . . . . . . . . . . . : . . . . . . . - �t i b a 0 1 drop between the elevations in and out. It ograde change is made, th 9II .. _....._ .. . . . -...... .. .. . : .. . . .. : .... ....... . ; ...._........ .. .. _.._ _--. ! : Q...... _0 1P:\.• _.. .......... ............. -_. sewer pipe e maybe extended without installing a anhole at the end of the . .. . 1 . . . . . . . . . : . . . . . . . . . . . . . 4 . - . . . . . . . . . . . . . . . . I . . . . . . { �. N . . , . . . . . . . . . . . . . . . . . . . . . . . _ ,8.t M ' : : - 5 • • * _� : " " ' L1� � - - st anew manhole sha be installed at the end of the - - - - - - - - - - " " " - - Ld. . . . . . . . . . . . . . . . . . . all cas , . . . . . . . . . DP 0 � � nese ( - sewer x n Ion. _ . . . ; . . . . , . . . . . . _ - . . . . . . . . . : . d- ; : . Q a.1i 11:. . . I� ,I II . . . . . . . . . . . . . . . . . . U) FA (_ 7 . . . , . . . . . . . . . . N : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WW: WHWW op W W � . . . . . . . . . . . . . . . . . . . . . . . . . . X �:W W . . . 1-_ � W - to s p L . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `�ww , . . . . . - . . . . . . . . . . : . . . ; . . . . . . . . : . . . . . . . . . . . . . . . . . . : . . . . . . . . . . : . . . . . . . . . . T N�> W r J . 1i u . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . : . . . . : . . ..: . ___ __. ....... ..._. - -... _ ___..... ....__.......... .... .. .. .... ._....... ...... . . . ............:............. . . .... ... . ..: .:.....: .:... : i... ........ ..... . . ........ _.,.... ....... .: - .... ....._.... _........ ....... -_.. . . . . . . . - I . . I . . . : . . . . . . . - t - I - kN f .. . . . . . . . . W M ... U . . . . . . . . a . . . . . . . , . . . . . . . . . . 0+00 1+00 2+00 w : . . . . . . . . . : . . . . . . . 1 . . . . : . . , . . . . . . . . : . . . . ice, . . I1, ....... i_. .... ... _._._.... ._.. ......... _ ....... .... .... . . ... . .. _.. >S.%.1. -.4� r .. . ......... 1........ .......... ......... . ... __.. . .. .....: ..._....._. ..... .. ._..,_.._... _... .. _ .. . . ..... ._.......... ._.._ ...... ..... .. r > +` FAC 0040-92 BLD 0607-92 I/ .W"a. C,aT nav . . . . . . . . . . . . . . . . . . . . . . . . .,/' . . . , A . . . . . _ . . . . C B 0 �wr JP o .4 DC " ' " E 1N MATI HOWN CURA7 . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . X ze Sa gu 1•.-20' 11/2/92 1 : . . • . . .. . . . . I . . . . . . . . . . . . . . . . . . . ; . . . . . . . . . . P LT A N J�THESE LANS ARE D _ .... ........ .. .. .. . _. ... ...._. ... .... . . . .. . ._.._.--_. .-.. _...... L L' _ _...._. ...._... -._.._.._....:._. ..._._ .. I . . . . . . : . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . .°rcNni A5 OFC ORSDATIE G F 7/ /93 fJD D.We . . . . . . . . . . . . . . . . 1/ry( . 92 I . . . . . . . . . . �i � . :. . I2 17 . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; . . . . . . . . , . . . . : . ` $ /-� .j/a f3 . . . . . . . . . . . . . I . . . . . . . . . I . . . . . . . . 1 . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . �DAT� 208.03 APPROVEe1: ,0_F.->"� S -1 ReE C1.5 O, 5 (: I 93D /2/6 5 of 5