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HomeMy WebLinkAbout02D1707 REASIONS ?" NO. DESOIRON DATE I GREEN RIVER HOMES SANITARY SEWER REPLACEMENT j x PORTION OF SW 1 /4 OF SE 1 /4 SEC. 18, T.21 , R.5 W. M . k , t g y KING COUNTY HOUSING AUTHORITY ' ` ''�`�' -rv . � i � & NE 1 /4 of NE 1 /4 SEC. 19 , T.21 , R.5 W. M . , r •. : ,. v t ., y3 k ",. • r a �y� '. 4 Ira 9 0 � I � .. ., .. y .. �.a �. , , :r. ;.., . ....,. ,. , x. ...m.. e r, ..� e. . ,._.. w i -,. .r` Y. z ,.r .c c..a un , . .:,.. ,. , 'M1Y,c A" .'9.,v.e ; •k ,.-,µA-+e, tr :':+'K Y- h i .- ... s, _.. ..... , ..: �. .. .-:... .,. .. .. ., .,. _..: - •'"+r ih,. y4 f tti. PARCEL DESCRIPTION $w ac A, GENERAL CONSTRUCTION NOTES �; _ } o ati `�a, - t Illi{ . .I^ � PARCEL N0. 192105 9092 2 I 1 . ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN S Z REQUIREMENTS AND SPECIFICATIONS. THAT PORTION OF THE NORTHWEST QUARTER (NW 1/4) OF THE NORTHEAST QUARTER (NE 1/4)f, NOW O "" OF SECTION 19 TOWNSHIP 21 NORTH RANGE 5 EAST W.M. MORE PARTICULARLY DESCRIID a s ;. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF (� i , AS FOLLOWS: THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOTIAPWA) STANDARD 2` s ,a SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION LATEST EDITION, ' `'` COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHWEST ART W F T Z QUARTER (N 1/4)0 HE Z EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS NORTHEAST QUARTER (NE 1/4), THENCE SOUTH 89'21 '31" WEST ALONG THE NORTH LINE OF el �J AND DEVELOPMENT PROJECT SPECIFICATIONS. Y SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER, A DISTANCE. OF 450.00 FEET TO A O POINT. SAID POINT BEING THE TRUE POINT OF BEGINNING. THENCE FROM SAID TRUE � 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD 2 CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG GINNING SOUTH 21' 01'48" EAST A DISTANCE OF 469.19 FEET TO A POINT; : POINT OF BE g• WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. THENCE SOUTH 0412'35" WEST A DISTANCE OF 849.69 FEET TO A POINT; THENCE NORTH 89' " 27'27" EAST A DISTANCE OF 250.00 FEET TO A POINT; THENCE SOUTH 0'12'35" WEST A � 4. APRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON-SITE WORK FOR DISTANCE OF 30.00 FEET TO A POINT, SAID POINT BEING IN THE SOUTH LINE . . ALL PUBLIC FACILITY EXTENSION PROJECTS. OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH 89'27'27" WEST .• wI' DT O�OFF fyn• : s a •x.„ " � '` � " t+ 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION ALONG SAID SOUTH LINE A DISTANCE OF 852.13 FEET TO A POINT, THENCE NORTH 0'32 33 o WEST A DISTANCE OF 240.00 FEET TO A POINT; THENCE -AI"OR a" ;1 �� - �`.• ,� LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS , a AL NORTH 53'40'48" WEST A DISTANCE OF 102.05 FEET TO A POINT; THENCE NORTH 89'36'55" oN GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR ry WEST A DISTANCE OF 350.00 FEET TO A POINT IN THE WEST LINE OF SAID NORTHWEST TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE-CALL (1 -800-424-5555) " PROJECT FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, QUARTER OF THE NORTHEAST QUARTER; THENCE NORTH O'2305 WEST ALONG SAID WEST LINE sn , " h A l � TELEPHONE AND TELEVISION). A DISTANCE OF 746.08 FEET TO APPOINT; THENCE NORTH 89'21 31 ,.A t mrl LOCATION EAST A DISTANCE OF 250.00 FEET TO A POINT; THENCE SOUTH 002305 WEST A DISTANCE , 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON OF 5.78 FEET TO A POINT; THENCE NORTH 89 30 00 EAST A DISTANCE OF 184.26 FEET TO o d 4 - THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY A POINT; THENCE NORTH 67'30'55" EAST A DISTANCE OF 257.02 FEET TO A POINT THENCE z� TH HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW CO vo NORTH 22'24 35 WET A DISTANCE OF 78.00 FEET TO A POINT• a� PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. a, THENCE NORTH 9033'30" EAST A DISTANCE OF 104.59 OF SAID NORTHWEST QUARTER OF THE i3 GENEVA� i �w„ 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON NORTHEAST QUARTER;THENCE NORTH 89'23'31 " EAST ALONG SAID NORTH LINE A DISTANCE OFra "v THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS 206.86 FEET TO THE TRUE POINT OF BEGINNING OF LAND HEREIN DESCRIBED CONTAINING Y h i AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. 23.9096 ACRES, MORE OR LESS. ^- -=s1�-i CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: it CONNECTED WITH THEM. . .;. COMMENCING AT A POINT 450 FEET WEST OF THE NORTHEAST CORNER OF THE NEW 1/4 OF EJ , �� d THE NE 1/4, SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 E.W.M., THENCE SOUTH 21 cy 5 o tly TROUT im � ` ., �, 01 '48" EAST 469.19 FEET; THENCE SOUTH 0'12'35" WEST 849.69 FEET TO THE TRUE POINT LAKE Ffi, �, aI o , "': , OF BEGINNING; THENCE CONTINUING SOUTH 0'12'35" WEST 10.0 FEET, THENCE SOUTH 89 27'27" WEST 602 16 THENCE NORTH O'32'33" W � � tl s�. + E EST 10.00 FEET; THENCE NORTH 89' KING CO r��l �, � �"Al 27'27" EAST 602.22 FEET TO THE TRUE POINT OF BEGINNING. S'S10 U�yG PIERCE CO �`� SANITARY SEWER CONSTRUCTION NOTES LEGAL DESCRIPTION PROVIDED BY KING COUNTY HOUSING AUTHORITY00 g q�o► PARCEL NO. 182105 - 9195 PARCEL NO. 182105 - 9041 EXPIRES: 4/9/2002 VICINITY MAP 1 . NEW CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL NEW CONSTRUCTION NO LEGAL DESCRIPTIONS HAVE BEEN PROVIDED FOR THESE PARCELS N.T.S. IS FINISHED, TESTED. CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL TV INSPECTION AND PRESSURE TESTING RESPONSIBLE L FOR ROUTING L BE IN PRESENCE SEWER CAROUND ITY OF ANEW CONSTRUCTION UNTUBURN INSPECTOR. ILRCITY APPROVALACTOR SHALL S NOTES ARE MADE. 1 . HORIZONTAL DATUM: ASSUMED �~ 2. A 15 FOOT SANITARY SEWER EASEMENT (7.5 FEET ON EACH SIDE OF THE PIPE) W W MUST BE PREPARED AND CONVEYED ON CITY OF AUBURN FORMS. 2. VERTICAL DATUM: CITY OF AUBURN (NGVD29) PER CITY BENCHMARKS w HOUSE NUMBER INDEX. 3. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE � i j O 3. PRIOR TO ACCEPTANCE OF CONSTRUCTION CERTIFIED RECORD MYLAR CONSTRUCTION DRAWINGS Z HOUSE ADDRESS HOUSE ADDRESS MUST BE PREPARED OF ALL PUBLIC SANITARY SEWER FACILITIES. (SEE SECTION 1 -05.4(1) CENTERLINE OF "M" STREET SW BETWEEN FOUND MONUMENTS AT THE Q 'Q IN THE DEVELOPMENT PROJECT SPECIFICATION). INTERSECTION AT 12TH STREET SE AND AUBURN WAY S. THE BEARING = I� Q p 622 L PL Auburn, WA 98002 1007 L ST SE Auburn, WA 98002 PROVIDED BY THE CITY OF AUBURN IS N 00'56'24"E. ILU ?� Z N 638 L PL Auburn, WA 98002 1009 L ST SE Auburn, WA 98002 4. ALL SIDE SEWERS SHALL HAVE SLOPE OF 1% OR MORE. CC IC Q ED 636 L PL SE Auburn, WA 98002 1011 L ST SE Auburn, WA 98002 4. EXISTING UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED FROM W Z 1123 8th ST SE Auburn, WA 98002 1101 L ST SE Auburn, WA 98002 5. FOR TRENCH IN UNPAVED AREA SEE DETAILS 3/C7 AND 4/C7. SURFACE MARKINGS PROVIDED BY APS INC. AND AVAILABLE FIELD EVIDENCE. > cc ' Q 1121 8th ST SE Auburn, WA 98002 1103 L ST SE Auburn, WA 98002 CTS ENGINEERS CANNOT GUARANTEE THE ACTUAL LOCATIONS. _ 1119 8th ST SE Auburn, WA 98002 1105 L ST SE Auburn, WA 98002 6. FOR TRENCH IN PAVED AREA SEE STANDARD DETAILS GEPT-1 AND GEPT-2 AS APPLICABLE. PLEASE CALL 1 -800-424-5555 BEFORE DIGGING. I m 1117 8th ST SE Auburn, WA 98002 1107 L ST SE Auburn, WA 98002 1115 8th ST SE Auburn, WA 98002 1015 12th ST SE Auburn, WA 98002 7. BASED ON AVAILABLE RECORDS, GAS DISTRIBUTION SYSTEM PIPES ARE 2" DIA. Z I� Q O 1113 8th ST SE Auburn, WA 98002 1013 12th ST SE Auburn, WA 98002 >_ 1111 8th ST SE Auburn, WA 98002 1103 12th ST SE Auburn, WA 98002 8. BASED ON AVAILABLE RECORDS, WATER MAIN PIPE IS 6" DIA. OTHER PIPES IN WATER W IQ 1109 8th ST SE Auburn, WA 98002 1101 12th ST SE Auburn, WA 98002 DISTRIBUTION SYSTEM VARY IN SIZE FROM 12", 14", 1 " TO 4". I� Z _ 1107 8th ST SE Auburn, WA 98002 1108 L ST SE Auburn, WA 98002 � ,_ 1105 8th ST SE Auburn, WA 98002 1106 L ST SE Auburn, WA 98002 Z LO 1103 8th ST SE Auburn, WA 98002 1104 L ST SE Auburn, WA 98002 SHEET INDEX: Q 1101 8th ST SE Auburn, WA 98002 1102 L ST SE Auburn, WA 98002 CONSTRUCTION SEQUENCE: T1 VICINITY MAP AND NOTES �� z 801 L ST SE Auburn, WA 98002 1012 L ST SE Auburn, WA 98002 C1 SANITARY SEWER PLAN 803 L ST SE Auburn, WA 98002 1010 L ST SE Auburn, WA 98002 1 . CALL FOR PRECONSTRUCTION CONFERENCE WITH THE CITY OF AUBURN. C2 SANITARY SEWER 805 L ST SE Auburn, WA 98002 1008 L ST SE Auburn, WA 98002 C3 SANITARY SEWER g 807 L ST SE Auburn, WA 98002 1006 L ST SE Auburn, WA 98002 2. VERIFY APPROVAL OF HAUL ROUTE. C4 SANITARY SEWER N 809 L ST SE Auburn, WA 98002 1004 L ST SE Auburn, WA 98002 C5 SANITARY SEWER 811 L ST SE Auburn, WA 98002 1002 L ST SE Auburn, WA 98002 3. INSTALL APPROVED TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES. C6 SANITARY SEWER PROFILES DAB 1011 9th ST SE Auburn, WA 98002 912 L ST SE Auburn, WA 98002 ° C7 SANITARY SEWER, PROFILES & DETAILS 00.27.01 1009 9th ST SE Auburn, WA 98002 910 L ST SE Auburn, WA 98002 4. CALL 1 -800-424-5555 2 DAYS BEFORE DIGGING 1008 9th ST SE Auburn, WA 98002 908 L ST SE Auburn, WA 98002 SCALE a 1010 9th ST SE Auburn, WA 98002 906 L ST SE Auburn, WA 98002 5. CONSTRUCT PROJECT. 1 I 1'w20' 901 L ST SE Auburn, WA 98002 904 L ST SE Auburn, WA 98002 DESIGN 903 L ST SE Auburn, WA 98002 902 L ST SE Auburn, WA 98002 6. CALL CITY OF AUBURN FOR FINAL INSPECTION. tir. G.W 905 L ST SE Auburn, WA 98002 1102 9th ST SE Auburn, WA 98002 DRAWN 907 L ST SE Auburn, WA 98002 1104 9th ST SE Auburn, WA 98002r " Record Drawing Certification PRo ECT REF: FAC 01-OO1S T.G. W 909 L ST SE Auburn, WA 98002 ` , .,,` These drawings conform to the Contractor's construction WK'D .. ' m,.ti.. ; E ; . & records. These plans area roved for conformance with the 911 L ST SE Auburn WA 98002 � �-: `. ,. � ! � i" t, . �, P.P. Auburn, 1 a,.:a v . , w .:,- 4=,:, 1t +` t:c:.,.:\ 7 r,uK F w r 1' I " City ofPAuburn's Engineering Division requirements. w 1001 L ST SE Auburn WA 98002 ""'�w< ., e .�, , , '''"�'� �:? •'� ,,,.;+ ;'., ��' ' �` T,:. �, JOB No. W � 'F ,xaE ..� , . '� $5 r ,. '+^I r . tl al+ � =. a 3 : z A MC' k c, 1003 L ST SE Auburn, WA 98002 � _ , �� �;. , ' s �. f, �.� y :, �., a ! z_� Y .. . r .VySr .; ,.. f, ,.,, . .,- '..Ir.�:: + � ;; .,. � � �"� � :, iu, a ,•k'�] .. `', . /vN✓• I"'�� � OG 01.OY2•V w 1005 L ST SE Auburn, WA 98002 ; F, ' Dater . w�l ,rl aYf ' � WA 01 Q a y � B , t.. Y� I� I SH z - �..,,.�,. ... ..a.: -';. ..,•a•: m��:s �e� af, Approved By: /�ivwvt� �i�l I .. b.-n .. s, R •°., ,_ r r ,: � ,.,; y,.- Title/Position: dl! G/'Lg(/f.E2 P � ., 4'; , yuym � C M W w r E,+ Confirmed by City: Date: Date Approved: ��S�O f T 1 5 w,rw . `5� v � ,@.: ..• f :: �,'E , =: d) !�„y ;:.. mt V''� r :S; ', ^f b� , '"c,:, .,_+ 4' -: , ,'j G:, ,. , .,, ._IW,. � '� s r�,.,.. ,:: ' ,.:;�.w! Anr•,. Ut.,A 1 OF 8 U Q Sio �3Y O� D 7 7 ,� o , O D MENIN RENISIONS '1� 'Pl t NO. DESCRIPTION DATE ABBREVIATIONS: U 4rWl r v" CB CATCH BASIN GV GAS VALVE pow SSCO SEWER CLEANOUT GA GUY ANCHOR MIA FH FIRE HYDRANT TR TELEPHONE RISER LS LIGHT STANDARD PL POWER POLE WITH LIGHT Irn PA PLANTER AREA �u PID POWERPOLE CID CORRUGATED PIPE PV POWER VAULT "le .............. D/W DRIVEWAY CUT > SDMH STORM DRAIN MANHOLE NF NORTH FACE j SSMH SANITARY SEWER MANHOLE SF SOUTH FACE TT TELEPHONE VAULT WF WEST FACE 0 A f WV WATER VALVE ICV IRRIGATION CONTROL VALVE 3: EF EAST FACE 'low Ji . S.Y. SQUARE YARDS Z WCR WHEEL CHAIR RAMP STD. DET. CITY OF AUBURN TMH TELEPHONE MANHOLE STANDARD DETAILS 0 EJB ELECTRICAL JUNCTION BOX STD. PLAN STANDARD PLAN FROM 0 PP/TR POWER POLE WITH TRANSFORMER WSDOT/ARWA STANDARD PLANS PTL POWER POLE W TRANS & LIGHT FOR ROAD BRIDGE AND MUNICIPAL Z z CIO 'T WM WATER METER CONSTRUCTION. —U) WV WATER VALVE C.I. CAST IRON PIPE SE j FOUND MON IN CA VITRIFIED TILE 0 n " ,�!t" V.T. ......777777TW` 3: '4W Ot (AS NOTED) viv -J, 11",7 fir l.106 i z 10 lw 1,ul L 'GEND REBAR W/CAP IRON PIPE OR RR SPIKE HH l4 'k HUB 'N/FACK 0 HAND HOLE ...... ok" 7CV Z in K �L PK NAIL IRRIGATION CONTROL VALVE fo 'All-1 2.5" METAL ROLE PTV 0 POST INDICATOR VALVE FOR CLOFHES HANGERS -T 0 CATCH BASIN/CURB INLE 0 SPRINKLER HEAD k, SIGN POST X I.,10"'S 4 WA IM"711 4 4 POWER VAU1 @ STORM DRAIN MANHO CLEAN OUT LE TRAFFIC CONTROL CABINET ELECTRICAL MANHOLE 1 141 TELEPHONE VALA.1 CABLE TV MANHOLE 15 —0" WIDE SANITARY SEWER EASEMENT OS SANITARY SEWER MANHOLE [\7L (FOR LEGAL DESCRIPTION SEE BELOW) 7T] VAULI (TYPE UNKNOWN) P Ile- ILI STREET (D rELEPHONE MANHOLE C(� M ETAL POLE COD (Q) WATER MANHOLE METAL. ROLE W/LUMINAIRE 0 MANHOLE (TYPE UNKNOWN) R3 WATER METER WOOD POL > Lim 6-3:� WOOD POLE W/LUMINAIRE N WATER VALVE ..6- FIRE HYDRANT DOWN GUY S- GAS METER ROCK WALL GAS VALVE T > INVERT/CULVERT -K- TREE, CONIFLROUt� am A TELEPHONE RISER W CABLE TV RISER TREE, DECIDUOUS ETB�]' TELEPHONE BOOTH 0 F1 SHRUB REST&I Sj P D POINER (AERIAL) STORM DRAIN 0 U T -m4—" -IC FIBER OPI a- TELEPHONE (AERIAL) 0 C L a- CABLE TV (AERIAL) GAS L S TEL 'CABLE SEWER POWER/ (AERIAL) Tj W S STRED' 51. E� —UP--- PROPOSED SEWER IMI STREET&E M. - WSTAIRT CL POWER (UNDERGROUND' W IM,STREET&F z z WATER Lu LO TELEPHONE (UNDERGROUND) Uj 2 m LUI AERIAL UTILITY WIRES X SANITARY SEWER PLAN AWNSTIC SCALE: 1 N=80' ACP PATCH 3" 4 UJ CEMENT CONIC. REPLACEMENT r Wim, CN lip K7 LU z LU III CO) '�A UNDERGROUND UTILITIES SHOWN BASED ON FIELD EVIDENCE, UTILITY LOCATION Uj 0 MARKS PROVIDED BY APS INC. (425-313-1034) AND AVAILABLE UTILITY DRAWINGS. CTS ENGINEERS INC. CAN NOT GUARANTEE THE ACCURACY OF 0 UNDERGROUND UTILITY LOCATIONS. PRIOR TO CONSTRUCTION CALL Uj SANITARY SEWER EASEMENT LEGAL DESCRIPTION , A 1 -800-454-5555 FOR VERIFICATION OF UNDERGROUND UTILITY LOCATIONS. LLJ 1011111 N �00 17 z A� z o 0 W NOTE: THAT PORTION OF THE SOUTHWEST OF THE SOUTHEAST Y4 OF SECTION 18, TOWNSHIP 21 CO) 'z PROPERTY LINES SHOWN ARE BASED ONLY UPON ASSESSORS < NORTH, RANGE 5 EAST, W.M., AND THE NORTHWEST OF THE NORTHEAST OF SECTION 19, 4,41 7 RECORDS. PROPERTY LINE ADJUSTMENTS OR OTHER DOCUMENTS K*' TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS; BEGINNING RELATING TO THE TRUE LOCATION OF THE PROPERTY LINES AT THE SOUTHEAST CORNER OF SAID SOUTHWEST Y4 OF THE SOUTHEAST %(GOVr. LOT 14) OF WOULD BE DISCLOSED BY THE PROCUREMENT OF A CURRENT SECTION 18, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., THENCE ALONG THE SOUTH LINE OF TITLE REPORT AND RECORDED BOUNDARY SURVEY. SAID TRACT N 89*59'49" W 330.04 FEET;THENCE N 00*51 '40" E 546.62 FEET; THENCE S 89*11'25" E 6.21 FEET TO THE TRUE POINT OF BEGINNING OF THE CENTERLINE C) DATE 06.27.01 OF A 15 FOOT WIDE SEWER LINE EASEMENT; THENCE S 00048'35" W 247.02 FEET; THENCE S 0725'03" E 366.70 FEET; THENCE S 21*07'34" E 406.81 FEET; THENCE SCALE 0: .1- 2 1 m20' S 01009'31 " W 679.15 FEET TO THE END OF SAID EASEMENT. ONO,- I'M DESIGN EXCEPT THAT PORTION, IF ANY, OF "L" STREET SE LYING WITHIN THE SAID SOUTHWEST a.W. UTHEAST 'A OF SECTION 18. OF THE SO W- DRAWN NONNI Record Drawing Certification PROJECT REF: FAC 01-0018 T.G. ..........n, "I — 1 11 V R i T, These drawings conform to the Contractor's construction CI '0 e n records. These plans or approved for conformance with the ,=� . P.P. City of Auburn's Engineering Division requirements. JOB NO. il� -6 CD WA01.052.001 By: Date: /% SHEETNO. --T wor (flj�1.11 e5�Zp)l7d-91- Approved By: Title/Position: Confirmed by City: Date:— Date Approved -rue/ 0 Oq 2 OF 8 07. D 170 7 REVISIONS rF < ..a $'>'. e.: 5 : ..:Fti :n qn=r r ih•.. ,'„ , a6. > 4 1 d � CONSTRUCTION LEGEND . . Y Y,. :;:`.'" i .,i ,�, I' 1 REPLACE EXISTING 6'° DIA. V.T. PIPE WITH 6°' DIA. PVC PIPE AT SAME LOCATION AS I' EXISTING PIPE. WOOD SHED „ . H1vH CHAIK�LIC4K _5 FENCE �, 4: - REPLACE EXISTING 8" DIA. V.T. SEWER MAIN WITH 8 DIA PVC PIPE jF•T�•lY _ 1 :. .a .. ••v .n ,. aJ ."'M1YT a ., '."nry*^„� 3 i ... e „v I r` --^-- s ® RELOCATE 6" PVC SIDE SEWER AS SHOWN. 10"DEC, -� CRASS -__----GPAss _K ® INSTALL CLEANOUT PER DETAIL 1/C7. H' -----n \ I 15 --- I � � 4 3 62 LF 6" PVC � ® CONNECT SANITARY SIDE SEWER TO SEWER MAIN W/ "T" FITTING. ;� I- _ -�� 11 G9 'ON j 1 125 LF 6 PVC14 11 © REPLACE V.T. PIPE TO LIMIT 5' BEYOND SANITARY SEWER EASEMENT AND RECONNECT TO .Z 4 4 EL . '•N 4 4 TO EXISTING V.T. PIPE. PIPE REPAIR BEYOND THIS LIMIT WILL BE AT THE CONTRACTOR'S I3 Q TYP. ^ ELc. HH PROTECT PIPES THAT REMAIN. �G 15 EXPENCE. r, I, --- C , ( � _- - l F - c cs _ t 1 SHOWN I� 4 I _ INSTALL 8 PVC PIPE AT LOCATION CRASS 4 •. 6 , - „�,Nc. _>i. I ) ® REPLACE EXIST. MANHOLE. „ah �- 1 E.E. ELE 1aL.5 _- __ .�. . 1 4 - 4LASTIC �1 . . .., , ate. 4°DIA. 1 88 LF PVC 15 h m 10 13 4 1 15 PLASTIC , 15 E (CO?'� � PIPE (CO??) O H BRICK jA BAGE - E.E. ELEv=:1o�.3 CRASS 15 t ) 11 15 3' HIGH U O9 REMOVE EXIST. MANHOLE. o 2 PLACES t ENCLOSURE PCn GARBAGE _ 10"DEC, ` T103 10 13 1101 011 1D0 " » " ? r , _:__ 110 r Ev_107.7 1105 ( 18 F.E. Et.L =1 os.6 tC OSU I- 10 CONNECT 6 PVC TO 4 C.I. OUTSIDE BUILDING. USE 4 TO 6 OFFSET PVC REDUCER. 2 PLACES 10 13 2 PLACES (r F. W { 15 _ _ _ _ L. ,�Y_ ___1-0 13 2 PLACES �_-__ 1a L' - - �---_-- _-----_„----- i �--- y -. ----_ �_ L =LLJ 11 ABANDON PIPE PER DPS 7-08.3(4). -- - coNc. S.Yt-, 16 30 LF --- __-_�,__ _ ��� �� - __ � '_- 1- f (� 12 REMOVE TREE/SHRUB AND REPLACE WITH SAME PLANT SPECIES PER STD. DET. LL! GRASS I CRASS / __-- -_ _._._. 11 - 1, „ dN I _ _: W STLS-1 OR STLS-2. _ _. _ _______-- _ _ -- _ _ - _ _ _ -�o� _ f - _ --- .- _ Io"DFc� - -- �- Ic' I 8_ I$ A`s \ w �) ;i - w 13 REPLACE TOILET FLANGE AND HARDWARE IN ALL UNITS. NN GRASS --2'STOP"' -� _ P -� P -- P - - Pam- -- - ------ f� ' SIGN REMOVE ALL SAN. SEWER CLEANOUTS MISLABELED AS ELECTRICAL HANDHOLE. 3 MAl- C.C. (TYP) W CONC. GU TER C. (TYP) W/ GONG. GUTTE Uj �, BOX 1 EXIST. MH 910-!�_1 AN CD REMOVE AND REPLACE PORTION OF CEMENT CONCRETE PATIO SLAB PER DETAIL 7.15' SANITARY SEWER EASEMENT � 2/C ci a z STA- 26+85 - _ - ---- G ---� _ ..__ _ _ ' " 15 �. i TO BE REPLACED slaw-„ � , � 26+dO - EN CONSTRUCTION CHILDREN ��++ :..: . : ::: :..:. . : ::::: : : + 16 REMOVE AND REPLACE CURB & GUTTER PRIOR TO ASPHALT REPAIR. USE STD. PLAN F-1 o -stGh STREET S . . :.. . . . . . ... LC) a .. LIMIT REMOVAL TO NEAREST CONSTRUCTION JOINT. � I { ::: : , :::: r n - WATER VAULT v ,., :. . .. . .'.'. ...:......... ...... .'.'.':::' .':'. . .'. . . . . .. . .'.' .'..... .'.: : .'.'. .'.'.•.'... .'. .'.:. a I !!!! S.. . ... 1) ". ,. 17 REPLACE SIDEWALK TO ORIGINAL SIZE AND LOCATION. USE STD. DET. STSW-2. REMOVE C C (TYP) WJ W. GUTT R _ _._ ---- -_ W _�__ - ---_----- ----=-- - - � -- - --- - Tw; cr�Nc BUTTER Y SIDEWALK AT NEAREST CONSTRUCTION JOINT OR SAWCUT AS REQUIRED. �•� N� -Cq cw�- -�W- € s Hy 6 - --= _ Cw 1 REMOVE AND REPLACE SMALL MASONRY FENCE STRUCTURE. F a -_ __ .__ _ = -0 16 _ V c • "CRIME WATCH a �- 10 DEC. ,) „ : IN' 8 VT N "100.44 EH '06 __ `� as SIGN y GRASS ) I n W " " 19 REMOVE EXIST. CONCRETE SIDEWALK. r 10'DcC. b� GRASS ' 30'DE:C. IN E),._100.46 GRASS - ___� \ / _ _--_i_. 'oa -.40_� _ _ -_ t o7 - _ .. -I CRASS { 12"'DE �y 20 INSTALL 4°' THICK CONCRETE SIDEWALK AT LOCATION SHOWN. ` _- ---- ------ WI - -- -�...- --_-_ w _ -��-�-_-�.- �OF WASq GG1 ��� j a �`Q trod to, PROTECT CURB GUTTER AND SIDEWALK. r b _ . -ELc. HN I , : "' 1 95 LF . PVC _ -. ----- - 01 CONC CRASS , 1108 8 1106 � 8 � 10 13 / 10 13 2 PLACES < 22 PROVIDE CONNECTION BETWEEN EXIST. V.T. PIPE AND PROPOSED PVC PIPE ELC. VAULT l p 13 E.E. ELEV=108.5 G7 _ 1 16 " 3 DEC. 1104 2 PLACES 1102 1101 1012 " l 1 3 F ' °� �,,ej - '`" 4"DIA. PLASTIC 26215 q I 10 13 11 4- 15 11 ` PIPE (Co,r) i g IoxaL 2 PLACES 15 4 F.F. ELEv-1o7.6 GRASS I E.F. r_LFf tar. 11 : ss 2 PLACES C I i GRASS I 11 _ r 15 ® 15 15 -TEL --------- - raN 7 11 11 11 4 ! ExP1RE5: 4/9/2002 _ 15 4 . , ccN,. a t.: v RISER , a _.�- s � F.F.FF ELEV U 5 �.�. �\ f - -- - . , a . d_ _ __ --- -____. _4°DIA, PLASTIC�� i - -. � _____ _- f� ___- -. r - - ),�, Z"CO �CONu. �E ---- fi - ,�'� IWO J 1 N. __ 2"�d .,r I ___._.-"_._.._._ N 6 __. _ 4 ,.- I PIPE (CO??) S � l? l _.. ..-_. .,i-_- .__ ... � "'�L ,.rr 6` w pa+ i103 CONC PLASTIC S 4"DIA .__✓ � M' UP_. 4 -� 15 11 PIPE (CO??) hl rTr 4 12"CONL &s. ' -1--� 12 SSMH SCHEDULE TYPE I, 48 DIA. ------- ,1 4 ------- cw 3 125 LF 6 PVC ~ I! I 3 70 LF 6" PVC 4 "`� z ® I a"DEC. DESIGNATION STATUS STA• RIM. EL.* 8" INV. IN 8" INV. OUT 6' INV. IN DIA. to W IL 3o"DEC. W r"� 1 Ei•DLC. �� n �� U 16"DEC. _ 48 c �c 1 p+00 94.98 90.25 90.15 - 9tD.2 R(r, 810 65 ADD `D X 4'HIGH CHAINLINK - 1 FENCE 4'HIG 810-57 ADD 12+16 96.00 91 .42 91.32 - 48" ._ E W y�vl ST R �_E_ S . E . 810-62 ADD 16+10 100.60 93.52 93.42 - 48" fY NIli � z z 910-07 ADD 20+17 102.45 96.04 95.94 96.21 ALL 48" W2 910-08 EXIST. REPLACE 23+17 104.14 97.94 ALL 97.84 - 48" IOC Y:3 � 910-11 EXIST. 26+85 106.26 - 100.44 100.71 ALL 48" >- Q * RIM ELEVATIONS ARE APPROXIMATE. MATCH ADJACENT GRADE. IOC � I� z N 0 w Q z w J V_ O U N o DATE Q 06.27.01 s�vF 140' w DESIGN G.W. U DRAWN Record Drawing Certification PROJECT REF: FAC 01-0018 T.G. uacNsrc These drawings conform to the Contractor's construction CHK'D records. These plans are approved for conformance with the City of Auburn's Engineering Division requirements. J013 N0. 1INA01.052.0 20 10 0 20 40 By: ✓/1�Pt� Dater SHEET No. Q Title/Position: C-/�� l�n ntar Approved By: SCALE: 1 " = 20' Confirmed by City: Date:_ Date Approved: C 2 3 OF I 02 D 1707 ._,. N ..: Si.fit _ u ; ra-:_:' - - :fY- _ g.a• _. - _. - �"�*R"9 - - . . .. . .-. ...._... _.. _. REVISIONS NO. DESCRIPTION DATE 5'HIGH CHAINLINK FENCE 5'HIGH CHAINLINK -� FENCE X-."r-;L31,--#--3f- �_---- _... - -- - ..- - _ _ _-.------- - - -- ------ - ----_.-. - `3E--9E---x x-- x x GRASS GRASS 4 3 63 LF 6" PVC 3 160 LF 6" PVC GRASS cw_ , } O 3 252 LF 6" PVC 11 11 14 11 4 15 4 11 11 4 1009 = H S ELC. HH ELC. HH n 6„ S S S S S 4 S S T V Q - S S G S G _ S -3 G - - S --� - -- f. ._6._ - G -_ G G S __ S 6" C7 coNc. 4 CONIC. _ coNc. 4 coNc. �_.__- 6„ -- 4 - 11 it v Z Z - 15 DIA. PLASTIC 4"DIA. PLASTIC - GRASS CONC. 4 C C. 11 RICK 4 4"DIA. PLASTIC -- 4 T"DIA. PLASTIC - 4 PIPE (CO??) PIPE (CO??) 4 -- -� - - 0 4 PIPE (CC??) GRASS PIPE (CO??) 911 909 " y� 10 13 E 15 15 G� 15 15 MF.F. ELEV=105. 15' F.F. Et `,-104.6 15 15 PIPE (PLASTIC 15 N 90 LF 8 PVC 10 13 ) 15 2 PLACES y = F.F. EI-EV=106.0 F.F. ELEV=105.5 10 13 1007 10 13 2 PLACES 1005 1003 OO 7 S.Y 1001 18 \ 2 PLACES 10 ,_1 ELEv=1 o6.1 got i T F 1010 i�O C� 10 13 2 PLACES 907 905 j 903 I- � 2 PLACES - I 3 O3 97 LF 6" PVC LLJ _ J ---- -- J 2 PLACES v� W W - W - W �� -- -- -� - -.__ _ -- _.-. "SLOW 90L GRASS 1 VQl `�� CHILDREN GRASS I trot INV ELEV SIGN (� 15 - - �,c�0� w 16 35LF GRASS 8"DEC. IQ GRA_-,SS `'�10"C GRASS TREEF SIGN P P _ - _ - - - - - - _ - - - - C - _ _ c 3 S.Y. 17 ea- LLJ 105 10"DE 10"DEC. P ---� _ - -. - - - - - - �16"DEC. / o EXIST. MH 910-08 P4 -� / LL I C.C. (TYP) W/ ONC. !GUTFER S -23+ �-- - � - 103 W OH 1 23 p _ / : • y TO BE REPLACED _ 0.5" C.C. (TYP) wE C� 8 W CONC. GUTTER (TIP) W/ CONC. GUTTER -_ - - --- G ----__ _ - _ G / 2 300 LF 8 C, S=0.006 FT/FT 15 SANI ARX SEWER EASEME�Jf 12 LF ry 2 5+0 0 - - - - - - - - - - - - - - - - C' 6 16 o _W o 23 fee__ - - - - - - - - - - -- -- -- -- G --- - G - G / 11 - 21 6 w O : ......:.:.:. . .'.'. . +oo 'v o a - o - ----- - - - - - - -6. SSMH RIM EV=104.14 - - - - / - - - - W _ ( - - - - - - _� VV �6- - - - C�1 „ VT N =98.17 IOW 9 CW--`---4� 105 C - C.C.cTYP w/ CONIC. GUTTER - Q - INV s" VT _ TR -07 48" DIA. cw 102 - Nm GRASS - - -- - - - -- - - STA 2 1- - 103 16 - _ �03 v U W S o - V 106 GRASS 2 10 r\ F i hOl 24"DFC ' GRASS O S.Y. 17 70 S ,0q GRASS / GRASS S.Y. 17 C (fl LLJ W W -- _ _- " - EXIST. MH 91 07 -4 Z - __ -1 2 90 LF 8" :- -� _ _ -___ -�__ W - SSMH RIM EL = 0 .43 -I �.' - - - - -` 104 - - : - INV 8 15 INV 8" Vi W 3 N e���R$ Aj1cGtG OF RAS = 10013 10 13 2 PLACES 1006 10 13 2 PLACES 18 - --- O 90 LF 6 + PVC 1 IN N1v s" v r s�=96 5 U DEC. 1004 1002 - - F.F. ELE'J=106.3 18" DEC. 3'HIGH BRICK 10 13 2 PLACES I- r.l ELEV=106.9 10 13 2 PLACES 10 13 2 PLACES GARBAGE 904 4 GRASS F.F. ELEv=104. . 902 15 15 912 910 908 906 ENCLOSURE J ��� "c26215 tsTeg 11 F.F. ELEV=105.5 F.F. ELEV=105. m 15 4 1 4 15 { 15 11 15 15 4 15 4 11 4 15 GRAss c" � 11 15 11 1 m 10 13 24"DE ONC \ ONG- CONC. CONC.� 14 ' co 2 PLACE EXPIRES: 4/9/2002 IS- EONS. --. S S S S - ----- G --- - 6' 6 1 4"DIA. PLASTIC ELC, HH 4"DIA. PLASTIC- ELC. HH E ti S S S S S 8'DEC. 3 247 LF 6" PVC PIPE ((,0??) PIPE (co??) J STUMP _, Cn 11 4 15 f 42'@TOP o �-4 GRAGRASS4 GRASS 3 167 LF 6" PVC 4 C.c TYP�) f•- 0 33'b C. STUMP 3 60 LF 6" PVC �� 0 1 eOCONIC11011 Z CW W m 40"®TOP "STOP" END W W 3: y}32'DEC. 3E-. -3E_-�E=3E-3E-�E_ E- -�E�'3E==f-3f- 3f 3f_�E-- 3E-= XE XE-�E �E�-�f-_-)E- - .._. - -- - - - - _ - _ - - - - CABLE RISER � SIGN FENCE O Q W J CHAINLINK 4'HiGH CHAINLINK 4'HIGH CHAINLINK P P -_ _ Q LLj W NCE FENCE 4'HIGH CHAINLINKCL o FENCE *M * STREET S. E. WP W/ UP C.C. TYP.) co FENCE o & O/H POWER W z W ? cr CONSTRUCTION LEGEND: F W m a SSMH SCHEDULE TYPE I, 48 DIA. CIO O1 REPLACE EXISTING 6" DIA. V.T. PIPE WITH 6" DIA. PVC PIPE AT SAME LOCATION AS 12 REMOVE TREE/SHRUB AND REPLACE WITH SAME PLANT SPECIES PER STD. DET. Z > Q Q EXISTING PIPE. STLS-1 OR STLS-2. DESIGNATION STATUS STA. RIM. EL.* 8" INV. IN 8" INV. OUT 6" INV. IN DIA. W CC Cl)O2 REPLACE EXISTING 8" DIA. V.T. SEWER MAIN WITH 8" DIA. PVC PIPE. 13 REPLACE TOILET FLANGE AND HARDWARE IN ALL UNITS. 810-65 ADD 10+00 94.98 90.25 90.15 - 48" < U Z O3 RELOCATE 6" PVC SIDE SEWER AS SHOWN. 14 REMOVE ALL SAN. SEWER CLEANOUTS MISLABELED AS ELECTRICAL HANDHOLE. Q 810-57 ADD 12+16 96.00 91 .42 91 .32 - 48" CO) Li ® INSTALL CLEANOUT PER DETAIL 1/C7. 15 REMOVE AND REPLACE PORTION OF CEMENT CONCRETE PATIO SLAB PER SECTION 1. Z 810-62 ADD 16+10 100.60 93.52 93.42 - 48" O5 CONNECT SANITARY SIDE SEWER TO SEWER MAIN W/ "T" FITTING. 16 REMOVE AND REPLACE CURB & GUTTER PRIOR TO ASPHALT REPAIR. USE STD. PLAN F-1 LIMIT REMOVAL TO NEAREST CONSTRUCTION JOINT. 910-07 ADD 20+17 102.45 96.04 95.94 96.21 ALL 48" © REPLACE V.T. PIPE TO LIMIT 5' BEYOND SANITARY SEWER EASEMENT AND RECONNECT TO TO EXISTING V.T. PIPE. PIPE REPAIR BEYOND THIS LIMIT WILL BE AT THE CONTRACTOR'S 17 REPLACE SIDEWALK TO ORIGINAL SIZE AND LOCATION. USE STD. DET. STSW-2. REMOVE 9 REPLACE 10-08 23+17 104.14 97.94 ALL 97.84 - 48" EXPENCE. PROTECT PIPES THAT REMAIN. SIDEWALK AT NEAREST CONSTRUCTION JOINT OR SAWCUT AS REQUIRED. EXIST. DATE 06.27.01 910-11 REPLACE 26+85 106.26 - 100.44 100.71 ALL 48 Sw w O7 INSTALL 8 PVC PIPE AT LOCATION SHOWN. 18 REMOVE AND REPLACE SMALL MASONRY FENCE STRUCTURE EXIST. 1'40' ® REPLACE EXIST. MANHOLE. 19 REMOVE EXIST. CONCRETE SIDEWALK. * RIM ELEVATIONS ARE APPROXIMATE. MATCH ADJACENT GRADE. DESIGN a.W. O9 REMOVE EXIST. MANHOLE. 20 INSTALL 4" CONCRETE SIDEWALK AT LOCATION SHOWN. DRAWN Record Drawing Certification PROJECT REF: FAC 01-0018 T'Q' 10 CONNECT 6" PVC TO 4" C.I. OUTSIDE BUILDING. USE 4" TO 6" OFFSET PVC REDUCER. 21 PROTECT CURB, GUTTER, AND SIDEWALK. These drawings conform to the Contractor's construction CHI >- records. These plans are approved for conformance with the P•P• Z 11 ABANDON PIPE PER DPS 7-08.3(4). 22 PROVIDE CONNECTION BETWEEN EXIST. V.T. PIPE AND PROPOSED PVC PIPE. City of Auburn's Engineering Division requirements. JOB NO. ? d� ry q- 1 WA01.052=1 20 10 0 20 40 By: Date: _ SHEET NO. z Title/Position: ��r n&fir Approved By: ..P.wrr� U SCALE: 1 = 20' Confirmed b City: Date: Date A roved: SIC' C 3 w Y Y PP 4 OF 8 U Oa D 17 ® -7 REVISIONS 6'HIGH CHAINi_tNK NO. DESCRIPHON DATE ' ... 4 FENCE: ' / 65 LF 6" PVC 4 - -- 5'HIGH CHAINLINK - �,% '� : �� 4 15 SSMH 810-62 48" DIA. 1- FENCE '' 15 11 -.F. ELEV=100.8 STA 16+10. 40 100 S.Y. 20 (3) 36°FIRS ~ ' S W B.,J t30" GEL. RISER - CHIGH CHAINLINK- L-Li H' _ /-CD 15 10 13 2 PLACES FENCE \4 80 tiJ 8 \C --- ' 16 8 LF -�e �4 S - - - -- ----- -- -- O Q -X x- N 3E 1 e O 200 LF 6" PVC / \ 4 F ` Ey l ,: _ - - - - - ---- - -- - - -- LLl � V - .. C3 j \ 10 13 16 17 LF r -__ _ S_._. -�_-- - -e-- Z S 15 - 23 S-Y. 1 s+oo S ` ! _ r - 2 PLACES - - Z _ Pit -\ �� Y � .- \ ,.�� 1 - _�- - ' - CONDUIT - '- -- - / 5 O /r / + 15 S. d- ''� -10 13 2 PLACES110 � I ,� �' \ 15 �� � 10 13 /-� -'"` .-�~' \ 4�...,--®~ /1 ko�, - . .... --j _ / � / c�\ � ��,�'' _:100.2 , _ . ^ W O . / � ( FI F +1 1 11 \ 2 PLACEi i ! _, ` \ 11 6"FIRS Q \� �� l/ q �j C 15 4 15 2ao / - _ S _ C/) 2 PLACES / / ' 30 Ch ' 15 %_"\ GRASS --"4 - - ��?� EXI MH �2 `r H RIRd-1r�E V 100.29 � � ELEC. --- 1 4 �,/� PN� R �'".._/ ,%i ! //'" �,,-' //iNN+�-t3"�vC w 94 449 }�'l �~- �� ' S i T. % `/ 8"PVC S) 94,451 W % 8 PV tN)=94.48 12"DEC. TEL.VAULT- - 0 o /� ..- ,.j• � �/%• $k �~ '�.. �, /si ��' _i LQ6 - 12_"DEC. `- o n � g „DEAD END" '✓ .1 - / - �� " � '- - 12"DEc, �'. -' 4 / 3 52 LF 6Q PVC Q � v- �y i✓ r. i !J / .1 yam, r s`i SIGN - ._"--"---'.- { \oyi '1/ 1 12"DEC~ \� H/C ACCESS ` F --- ' /l 10 DEC, a /'-. 7 LF 8" P C, S= /FT { 2"DEc. / r GRASS ' "' ::::'..~ ;: -. r c-_ ISER .~8 h. t)" �•� N 4 I CIf�,V� 3 - .✓ _�� ` , 50 LF 6ca PVC t ry i 'ry 1 11 , _ _ U '� _ ___ 6 CONSTRUCTION LEGEND 36 CON. I �� -I �` - n n • TEL.F ISER -VV • t'L SRO �' I "4 N -- �. - � AYE UND n S v 3s"CON. s� ;� ,-�"-__ _ .-- S� ,c __.-._.-�� �_ ---_ 1 G 6" DIA WITH 6"(BARK) - - _ O REPLACE EXISTING . V.T. PIPE W DIA. PVC PIPE AT SAME TM1 CHILDREN - - E.C.C. CW { 6" . B-BALL - y --- - -- - --I LOCATION AS EXISTING PIPE. 4� of RasB� ur V� i a / N �/( SIGNING" 1 HOOP REPLACE EXISTING V.T. WER MAIN WITH 8 DIA PVC PIPE !� 4 15 11 4 15 STING 8" DIA. V. ./O1 80 LF 6" Pyre � ,, -` o ,,..,~/- O n `\ CB RIM,ELv�oo.37__ RELOCATE 6" PVC SIDE SEWER AS SHOWN. �EcrsT `D i r 6 %- �v =� 1 NV _ PVC(NE) 96./ 1 .OD �S G��~ I Cn 1 --- 10 13 2 PLACES NSTALL CLEANOUT PER DETAIL 1/C7. SIONAL 0.65'WIDEx0.65°NIGH -- I I WOOD BORDER (1YP.) 8"CON. O n ExPIRES: 4�9�2002 5 CONNECT SANITARY SIDE SEWER TO SEWER MAIN W/ "T FITTING. 1D"DEC. AS PHALT1 10 LF 16 CW '0 12"DEC. <n <` GRASS j B-BALL COURT T © REPLACE V.T. PIPE TO LIMIT 5' BEYOND SANITARY SEWER EASEMENT AND Al .�__t J y 0260 LF 8" PVC I RECONNECT TO EXISTING V.T. PIPE. PIPE REPAIR BEYOND THIS LIMIT v % \ 4 f 1 6"CON. WILL BE AT THE CONTRACTORS EXPENCE. PROTECT PIPES THAT REMAIN. / 1 r 6"DEC. 1 � l � - SATE P�`s I C11 , O7 INSTALL 8" PVC PIPE AT LOCATION SHOWN. 1`t �0 20"DEC it MP -(.S)7 DIA. PVC GATE- J 1 CW 1 I PIPES VERTICAL POST �� L _ _ - _ - --- -_- --- --- -- ® REPLACE EXIST. MANHOLE. Z ASDFASDF - - - -- - 3F - B -BALL - -- U� 1L -- ' -- SADFASDF _- _ / HOOP Cowl . TRASH O9 REMOVE EXIST. MANHOLE. W W \ �6� "DEC.I j� ENCI SUR+q 10" ON. e'CON. W 10 13 � \ I 10 CONNECT 6" PVC TO 4" C.I. OUTSIDE BUILDING. USE 4" TO 6" OFFSET O Q W SIGN PVC REDUCER. GRASS V 1 PLACE B RIM ELEV-=101.50 1 d Q NV 12"PVC(SW)=97.51 I- SIGN 11 ABANDON PIPE PER DPS 7-08.3(4). W W o v 24"DEC. / OIL 'TRAP �.., ! '. ------------._.___.,.�_._-___I Q 12 REMOVE TREE/SHRUB AND REPLACE WITH SAME PLANT SPECIES PER _ F.r. ELEv=103.y �s �� 11 1 1 117 10 13 2 PLACES 1 .19 j STD. DEf. STLS-1 OR STLS-2. W W ac z CC /� �- � F.F. ELE�°-99.2 � �, E.C.C. p �.� �yp< 11 13 REPLACE TOILET FLANGE AND HARDWARE IN ALL UNITS. - 3 = y r o 4 15 0 W m Q \\c 15 11 F- 14 REMOVE ALL SAN. SEWER CLEANOUTS MISLABELED AS ELECTRICAL � a --r (214"CON.- -651GN __-_T _- HANDHOLE. Z } Z 36"CON. _ --- -} c -- -� 15 REMOVE AND REPLACE PORTION OF CEMENT CONCRETE PATIO SLAB W Q Q a C.0 (TYP) iL. _ PER SECTION 1 . 6'HIGH CHAINLINK . 6" C- � H - co ___- ...___..._ .- . FENCE CW W - + 16 REMOVE AND REPLACE CURB & GUTTER PRIOR TO ASPHALT REPAIR. Z ca RIM ELFV98.17 _ `T n r USE STD. PLAN F-1 LIMIT REMOVAL TO NEAREST CONSTRUCTION JOINT. O3 45 L 6 PVC 1 Q 'r 36"f F„,y 36"± 17 REPLACE SIDEWALK TO ORIGINAL SIZE AND LOCATION. USE 4'HIGH fiHAiNLINK/ �� 4'HIGH CHAINLENK---\ 36"DEC. 1 tO STUMP- STUMP sTLIMP STD. DET. STEW-2. REMOVE SIDEWALK AT NEAREST CONSTRUCTION a FEI FENCE 3: -3 - --3E--�E- �4- t-3E-H-3E---3EN�3�-%f -'--3f-3E---34---%E... w - JOINT OR SAWCUT AS REQUIRED -- - --_, P --___-..._ _ P P _� P - - �- --� - T - -- - ---- - - - - - -~- - 18 REMOVE AND REPLACE SMALL MASONRY FENCE STRUCTURE. -- - _- -- _ - - -- -- P\ - �--- - - P -- CD _ - �__ -- SSMH SCHEDULE TYPE" 1, $ DIA. Nr � C.G. (TYP.) SIGN WATER 19 REMOVE EXIST. CONCRETE SIDEWALK. M STREET S. E. VAULT CET_RI41LEb -9Ei.14 DATE CD CB k FLLv=Z ff / Nv 4`7ILE(E)=97.29 20 INSTALL 4" THICK CONCRETE SIDEWALK AT LOCATION SHOWN. 06.27.01 < DESIGNATION STATUS STA. RIM. EL* 8" INV. IN 8" INV. OUT �` INV. IN DIA. INV 6 P4C,N -=)6.72 INV 8 CONC(E)--95.35 SCAB 21 PROTECT CURB, GUTTER, AND SIDEWALK. 1•■20' & 810-65 ADD 10+00 94.98 90:25 99:15 48" DESIGN 22 PROVIDE CONNECTION BETWEEN EXIST. V.T. PIPE AND PROPOSED O.W. 810-57 ADD 12+16.8T 96.GO 91.42 91.32 - 48" PVC PIPE. DR-AWN T.G. Record Drawing Certification PROJECT REF: FAC 01-0018 CHK'D 810-62 ADD 16+10, i > 00.60 93.52 93.42 - 48" YdGNETIC These drawings conform to the Contractor's construction w records. These plans are approved for conformance with the z 910-07 ADD 20+Y� 102:45 96.04 95.94 96.21 ALL 48° City of Auburn's Engineering Division requirements. ,we N0. w �4// ar M -s-°t WA01.052.001 REPLACE 20 10 0 20 40 // 910-08 23+17 104.14 97.94 ALL 97.84 - 48"CD BY Q Date: SHEEP NO. EXIST. C/�c` ���/7��{r Approved By:�Oivt--s z SCALE: 1 " = 20� Title/Position: �. 910-11 REPLACE 26+85 106.26- 1©0.44 100.71 AIL 48 Confirmed EXIST. Confirmed by City: Date: Date Approved: sad/ * RPM ELEVAT104S-ARE APPROXNATE. MATCH ADJACENT GRADE. 5 8 U 02 D 1707 T1,777 _ a �::�..G ` ,C` '- ,. j�w+pw�t�Y:�bY� � lae.,,.A ;"4:.r'1'a_6.,..lyr `��� >7��1i�^�,-^i34- ' 5 ` " REVISIONS aN> o° TEE 8�x „TF-, aux �o°l71=5 15y 6o TEE r 814x60TEI. CONSTRUCTION LEGEND: NO. DESCRIP11oN �,� I&6' 5OUTH of 12o, 5' SOUTH of 32� 50UTH! of 157' 5OUTFi OF 175' 5ouTl-( I�O9,5, 50oTH OF MH a10 -57 MH alo -57 MH all -57 Mai CIO -(O5 i'lH Flo-ca5 M1-I Flo -G 5; O1 REPLACE EXISTING 6" DIA. V.T. PIPE WITH 6° DIA. PVC EXIST. MH 810-65 SSMH 810-65 48" DIA. PIPE AT SAME LOCATION AS EXISTING PIPE. STA. 10+00 REMOVE EXIST. FIRE HYDRANT SSMH RIM ELEV-94,98 BEGIN CONSTRUCTION ® REPLACE EXISTING 8" DIA. V.T. SEWER MAIN WITH a/H POWER -, AND INSTALL ANOTHER Nv 8 �!�---9a.1 U) CABLE, Tv INV n rILF_(s)=90.19 8 DIA. PVC PIPE. - _ PER STD. DET. WAFH - I INV 8 TI! E E =90.3a ® RELOCATE 6" PVC SIDE SEWER AS SHOWN. EXIST MH 81P0-57---.__ -- -- P - P - -- ----- P -- - SSMH 810-57 48" DIA. SSMH RIM E;.EV-96_Io -� � P - ® INSTALL CLEANOUT PER DETAIL 1/C7, STA 12+16 �3% � 'tiv 8 i ILLLN)=91.28 l 0400 LF 8 DIA. PVC, 5=0.005 FT FT wv 8"TILE(SE)=91.32 /il EXIST. MH 810-53 213 LF n DIA. PVC, S=0.005 FT/FT 'U STREET S. / ssM KIM E �,60 OC WOOD SIGN Nv 8 vr'W) 90.a2 W5 CONNECT SANITARY SIDE SEWER TO SEWER MAIN O -- "SLOW"&'ONE NAY"- LOADI LONE' A 4'x4" (TYP) INV 8' VT�SF) 90.06 W/ "T°' FITTING. _ 5 t TAL SIGN - 15 SANITARY SEWE SEMENIT rLow --- � SIGN „ _ - LINE "DON'T ENTER" FLOW RW ! 6'H!GH CHA!NUN - S Y• 17 __ ___.. _ 5 \ 10' MIN. 'ONE. WAY' _ - _ - LINE 12 ` F OF EX1 T. PIPE c © REPLACE V.T. PIPE TO LIMIT 5° BEYOND SANITARY SEWER F ' 24"DEC. oa.5-= 412+a0 - -11c - T - _ _ 56 --- ^- - _ _ 2 EASEMENT AND RECONNECT TO EXISTING V.T. PIP . 12+00 _ �- ___-_ _,__�_ -_ PIPE REPAIRNBEYONDNTHIS LIMIT WILLBE AT THE PENCE w_ V -_ _ o 10 _ ;,:; :.:: s _CONTRACTOR'S EXPENCE. PROTECT PIPES THAT REMAIN. r -- - -_ - - - - - --- - - - -- - - - - --- --- - - - - - - --- 1�+0 GRAB„ - �-- _- �7�`-- -- - S -- - - - -- -- -_ - c' . + „- S A 'tL E�Cl EC. C F2A , U r Z - - - - - - GRASS O7 INSTALL 8 PVC PIPE AT LOCATION SHOWN. - - L-- - f GRASS GRAS.`; _ --- - - - • ) W W - - f TY - - - - 24'°CLUMP - - 6 20'DEC. - 26"DECK I CEDAR ® REPLACE EXIST. MANHOLE. --- 7 - ----�- - _ - 3 S Y, 7 - � :ry 17 0 -- Pair -_ __- -_ CW 6 L 17 4 S. 1 I 1 a ( f F sr 5 a,5'HIGH O9 REMOVE EXIST. MANHOLE. _ GRASS 640 10 2 PLACES r 624 Nc. BRICK TRASH 16 10 LF 606 IGH1 CONr,. PAD (T P) I__ CW I� L 1 ENCL. (TYP) 0.5 HIGH 6 1 ! U F.F. -LL „ 10 13 2 PLACES E�Ev=97.3 6.j BRICK TRASH 0,5'- 622 `TRASH ELEv=95.6 10 CONNECT 6 PVC TO 4 C.I. OUTSIDE BUILDING. USE 7 20 LF 8 PVC 2b �� ENCL. (TYP) HIGH WOOD SIGN CONIC. PAD 9s ENCL. TYP. BRICK Cn 4 r / CONC. 4"X4'" (TYP) 17 81 S.Y. 604 WV? ROUND,--, TRASH y 4 TO 6 OFFSET PVC REDUCER. � / PAD 6„ "No PARKING'" F.F• � � CovF, -' - �P} ABANDON PIPE PER DPS 7-08.3(4). 1104 ENCLOSURE 11 105 O7 45 LF 8 RV� _ -- _r___ __-__ 6„ - PLANT ELEV=96.0 _ GRASS 5'HIGH _ 0.5'HIGH 12 REMOVE TREE SHRUB AND REPLACE WITH SAME g / "NO PARKING F,F, / F.F c! r - +C _ '- & FIRE LANE" F F. _� �' CW SHED - - -- SPECIES PER STD DET STLS-1 OR STLS-2. aD ELEV=96.7 0' x WV?- -- SFIE,D J GRASS 15 4 15 r SIGN EL V=96.9 �- -- - - -- 0.5'HIGIi - oN ROUND > WOOD SHED U 4 % n c.C: COVER _:� v? I / / 13 REPLACE TOILET FLANGE AND HARDWARE IN ALL UNITS. --- - / a��� 26 30"MAPLE 9 22 W - ssI O Cc* ! � �O F 8 PVC � � � I 14 REMOVE ALL SAN. SEWER CLEANOUTS MISLABELED AS � INV 11 _ 48 LF 6 637 _ zd 609 608 0.5'_ � -� - cW �O ELECTRICAL HANDHOLE. W - --S- CW�.. - - C`sN - ON v s _ S - J p .z a / _- H!G 0 5 CW- P REMOVE AND REPLACE PORTION OF CEMENT CONCRETE BIRCH HIGHPATIO SLAB PER SECTION 1 . v � zrn 636 -- o � T-�- 0,5'W!DE x 1106{ _ 0 5'H!cH22"BIRCH 16 REMOVE AND REPLACE CURB & GUTTER PRIOR TO v LLI n / UP .- __. - O -- L�J 3 55 LF 6 PVC l - f�} C GRASS i 4„PVCCAPPEDPE J{ / CONc uR/ / ASPHALT REPAIR. USE STD. PIAN F-1 LIMIT REMOVAL °' S3 i - - v/ - _ / TO NEAREST CONSTRUCTION JOINT. [tl O \ (n T � ��. NS 30"MAPLE ' _ in -18"B UH -- F,F. GRASS P _ � f F.F, ELEv=96,6 --__. �- -- -- J(\' -D G- - WOOD- ELEv-94:9 17 REPLACE SIDEWALK TO ORIGINAL SIZE AND LOCATION. U P _ �3 GRASS Cw �_c�_ c N cw U _cw --_ _ SHED _! o USE STD. DET. STEW-2. REMOVE SIDEWALK AT NEAREST �m p n 635 ONC. c 611 0,5' HIGH-�� `- I SH p A �' EXIS . MH 81 - 0 z _ GRAss 9'"WIDE CONIC. 610 CONSTRUCTION JOINT OR SAWCUT AS REQUIRED. ?WV �ssM i RIM Flw- s. _ CURB STOPS ;W REMOVE AND REPLACE SMALL MASONRY FENCE STRUCTURE. ---- ELEC. HH _ - T UV El ° y1 INVNV 8' VT( W�92. 8 -W D T F,F. ---4"�GAIC'PEDE` 0.5, 11dt3 j TVIC "r= F.F, SCO SH D ELEV=95.0 HIGH --- 634 INV VTE} 92. 9 W 19 REMOVE EXIST. CONCRETE SIDEWALK. `- - ' ONC ELEV=96.3 ( ) 40°MAPLE �-i O of nA� r - -- ELEV=95:6 WOOD SIGN ` - 3'HGH BRICK--- GRASS- 6 S�_ - - -- b (/ 20 INSTALL 4'° THICK CONCRETE SIDEWALK AT LOCATION SHOW - 11 '- NO PARKING VAIROUND I 21 PROTECT CURB, GUTTER, AND SIDEWALK. 4 15 - -� r� ROUN[, T(TYP) ENCLOSURE W 2szi: 9 15 ""L[V-97.: j CW ( m / CODER GRASS --- �SSlaxnt, Gl W 1113 0 55 LF 6 PVCr m - 22 PROTECT CONNECTION BETWEEN EXIST. V.T. PIPE 612 0.5' { - CW r AND PROPOSED PVC PIPE. EXPIRES: 4/9/2002 a 11 / 613 / �0.5' HIGH 1110 10 13 2 PLACES / 633 CONC. -.___ HIc J - CB RIM ELEV=93."b - - I ' l 20"CLUMP -- - - - 632 �_J \ _ � _ 4 TII E(E)-93.{7i ' -�i r �-- -- F.r DEC, I U CW -' - i� ----J -- I ----- - r �I / nl -` qt:_ L e� 94 5 / 3'HIGH BRICK -t yyy EN- --- ��- CB TRASH ENCLOSURE W00[? TYP.) 3'HIGH BRICK I SHED � GRASS SLOW"- -"NO PARKING° TRASH ENCLOSURE i SIGN (TYP) CW - 3`HIGH 8" Ir } 8•tn SIGN I F.F. ELEV=96.4 CHAINLINK GRASS II Z GRASS W FENCE 1112 (n Uj CB iP4 LLE =9 0.5' o CW - G}l - - W m -- - 1�5"METAL SIGN 3°WHITE - INV PVC(S)�92.4 Tj 1W W _r------- " 0 PARKING" STRIPE (TYP) CB - G � -I o �- -_ "._ - - LU 15"DEC, CW CW CW v �8�� Y ' , � � 3'HIGH Bi21GK 0 Q TRASH ENCLOSURE a \ _ X 12"CON, j %� ' 24"DEC, GRASS GRASS CW - ^ CW -_CW _, LU Z W a 630 �W V GRASS C - .. .- GRASS -- ( GRASS \ -- -_ 18"DEC. GRAss W` I� z 3'HiGH BRICK ! t .z 38"DEC, / I J J Cr 1% _- I _ RAk ENCLOSURE _ _ -- --- 10 13 2 PLACES 1 - _ - -- --. -- -I -------- z 1121� 1123 (TYP, A C�0 3 H131{ BRICK -� -- - . - \ TRASH ENCLOSURE L L _ LU Q Q 11 (TYP) �CW - - -� F.F. ELEV=97.1 GRASS 1515 625 F.F. ELEV=96.0 626 062(J F.F. ELEV=95.1 619 616 F.F. ELEV=95.0 614 Z �� 1 I r .WV o 1116 F:F. ELEV=94.7 1114 3'HIGH BRICK Z �D4 (1 WV -- `?WV 1 RASH W Q o ([YP.} (TYP.) TYP.) Uj __ _ _ UV -- VJ' - U.5 HIGH _ - -- -- - - -- - ENCLOSURECW H o E 5) -_ 4 _-_ - G . - -- G� -G- _ G -- ---- -- - --- 25H1GEL 0.5'HIGH �R Z 6" 0.5'HIGH-z 6' s Q jv _-� -.__ . -___-. -_. -0.5'HIGH CONIC. PAI) 4"PVC PIPE - L 0 5 HIGH \ / \ J� a"PVC PIPE- o �'L „ N CONIC PAD W/ ` 1 CAPPED CONIC, PAD\ \ I / CAPPED � 4 3 LF 6 PVC to 3'HIGH SNOOD r w 36"� 12 CON, 30"M.APLE FENCE EEC, VAULT i2"CON. 5 1 / / GRASS GRASS 1' DIA, z STUMPS, q.' HIGH CHAINLNK - 1 :� -4' HIGH CHAINLINK 30"DEC'' _ ✓ 24"DEC. 22'CON, W \ V FENCE FENCE ` 24'"DE / FENCE H C A!NI_!NK __._• _ ._._ _ _ -• -- -- _ - - --�--3E- ��E-�`c-- �C�E--�t--�E-3E-3F- -bE---3E-�E -3F-�E--�f-�E�`E -�f--3E--�-3E--- -�E--3t'---�E ---)E- 3� 3E jf jE-r`E Ys �E--3E-�E----#-.- )E-h ic-�--jC-�E-- � - -- - - -. _.- -' - - - � -- ---�.__ _.. .-.�__ _. .��_ ._ _�� ...ram- _ _-_..__ ._ _-_-._. - ��_- --- -- -�_-_. _- - _ __. -- - -- - '--- -- _ _. __ __ ---- -- _ -_ DATE - - P --- S I�H ?�L k IE D llLE_TYI E }.- 8 _ QIIX., --- -- - P - --- - -- P - P --- P -_-- - P - --- P __ - _._�_ P _ -- - �� _ Y N 06.2!7.01 � DESIGNATION STATUS STA. RIM. EL.* 8" INV. IN 8" INV. OUT 6" INV. IN DIA. ssMF+ Rlrg. ELEV 93.8� � s� INV 8TtLE(W) 91.f37 1 miZ0' „ °,.W ' " 5v, �_ + " STREET 89 NV 6NV "TILE�E�-91.90 A W DESIGN 810-65 ADD 10+00 94.98 90.25 90.15 - 48 ", t ' r - G.VN. ,. �? DRAWN „ 0 7iS ' a n n.{sy" #3�p,rl ft v- 'I 810-57 ADD 12+16,d7 96.00 91 .42 91 .32 - 48 T.Cy. r� ��' '-� + , * fir. Record Drawing Certification PROJECT REF: FAC 01-0018 48„ rml recNMC These drawings conform to the Contractor's construction CHK`D 810-62 ADD 16+10 100.60 93.52 93.42 - - These . These plans are approved for conformance with the P.P. � "A City of Auburn's Engineering Division requirements. JOB N0. ` .l i al 910-07 ADD 20+17 102.45 96.04 95.94 96.21 ALL 48„ � . . i o GP '1�5-01 WAo1.01J2.�'ioi '` ` 20 10 0 20 40 i!avF,v 2 SHEET No. z y ' � Date O w Y•w An "' t' r x a ' Y 4 910-08 23+1 w REPLACE 7 104.14 97.94 ALL 97.84 48„ s s "'` "� Approved By: t J� w►- LtXe�r r C t' It1fi'1clli' v t �, � ° Title/Position: EXIST. SCALE 1 = 20C 5 �� Date: Date A roved: $ID REPLACE onfirmed y y PP 910-11 26+85 106.26 - 100.44 100.71 ALL 48" � , > " * c b cit : 1 - w EXIST. OF * RIM ELEVATIONS ARE APPROXIMATE. MATCH ADJACENT GRADE. 0 ? � 710 �' WAMW REASONS EXIST. MH 910-11 No. DESCRIPTION DATE STA 26+85 TO BE REPLACED END CONSTRUCTION -- - -� - - - -- - E XIST. MH 919-08 --7- ---- ;--- --------- STA 23+W' i I I I - ------ ----- --------- -_ ____ T01 BE REPLACEDGAS LINE - -__ -- EXISTING II FINISH GRADE I INGGAS I � I I - - -----�--_- ---�- ___--- ---- ---_ a -- - I 104 - - -- MH 910-11 T G S LINE ---' - — } TO REMAIN TO (MATCH EXIS ---- H GAS LINEto o } o� - W TER =, PPE - GAS( LINE N Z �, 367. 4.7 MH 910 08 a �I 0,enr, t 5 V < 0o �6& LF, 8" DIA PVC, IS=0.0068 FT _ — -- - - - w I �- I I J � C�! . EL. 100. x Z. Z 7,kil, 3�3% LF, 8" DIA. PVC S =9�As i � �- - 0 INV. EL. 97.94 INV. EL.96 94 � I I I t I I I ! I I II I I i I I I I I I I b 1 0 --- -- _- S 92 - - I— - + - - - - - - - - - - — - - - —_ -- - r "o I I I I I 1 I � 2a $3 " N DA UM ELEV 90.00 26+85 26+00 25+00 24+00 23+00 22+00 21 +00 PROFILE WIG OF 1fAS r' SCALE: 1 "=20' HORIZ. 1"=2' VERT. � 96215 104 SIONAL — 00 SSMH 910-07 48" DIA. o r EXPIRES: 4/9/2002 STA 20+17 + o) + rn 00 _j U to _j C) -- — ----- --_ !__ -i - w > I w> j� - - -----1 — - --I Z - v� Z00 - ---- SSMH 810-62 48" DIA. I I -— -- - STA 16+�0. 1I-11, (!� GAS LINE - -- -__j-- F- LLJ -' --c m 100 - - -- _ ! I _ I - _ I I I — �- _ �`_ �-� _�-L '-� I � LLI J o I W :E LL- Lu O o .J 1O ELEOCT��IC CABLES _ � a CL WATEf PIPE A � LU � Cr 4o8. 7i WATER PIPS _ � = W o408 ltl N W (� z LF, " DIA. PVC, S 0 W59 �� w w o I I z 96 O — - - -- - - - - - _—. - —_ -_ w LLI Q[ - --- 71 1.5 rt Q W o + N ca + r� 0 Q INV. EL.I I 96.04 INV. EL� 95:9* 747 Z - 0 - - 400LF, 8" DIA. PVC, S O.OQS SFr -r-- - W to 94 jr - -- - - - -- — o z N � Z H x — — — 92 - - - - INV. EL. 193.52 INV. EL 93.4 Q 93• ie CO) I I I I I 0 DATUJIf ELEV 90.00 N DATE O 08.27.01 SCkE w 1 6+00 1 5+00 1m20' 20+00 19+00 18+00 17+00 : o x,, DESIGN G.W. PROFILE DRAWN SCALE: 1"=20' HORIZ. s h Record Drawing Certification PROJECT REF: FAC 01-0018 T.G. 1 =2 VERT. " These drawings conform to the Contractor's construction CHK'D > records. These plans are approved for conformance with the P.P. City of Auburn's Engineering Division requirements. JOB NO. Z rrP `t's'o1 WA01.052 C01 CD W By: /� �^ Date. � SHEET N0. Lij a Title/Position: elY,Y/ �t hL�Y Approved By: Z C 6 Confirmed by City: Date: Date Approved: EWA 0 7 OF 8 c 0201707 4 J J REVISIONS -za NO. DESCRIP11ON DATE Iwrk r=i at ` ' d ... .p;� `£ if.4d x _ ".`'...:a#},,.✓4.N�'I'" ��� .., ri sg}io�I i r.- .a,✓ `=N ' F 1 y � ,M x v A+r ,J( I�: SSM 810-65 � CAST IRON FRAME AND COVER IA. 48" SQUARE26 ` ' EXISTING MH 810-65 � CONCRETE CL. 5 (3/4) C'IN STA 12+16.f3 TO BE R MH 810-57 N o BEGIN CONSTRUCTIONFIBER JOINT PACKING o "t MOVED � TO BE REMOVED o o „ 0 SSMH 810-57 48 pIA. EXISTING N _ - rn '� a' + �' - - - + °' 8 PIPE (MIN.) + 100 - - - — -- J v e, �— - o w> 5,x > a N 12 g Z 12 Lui 5? IL w z CD V) c~n z ao 4" PVC PIPE F- �°I o0AL— _ - it - >' 0 -- ---_- �- F o 45' EL F- _ Z — FINISH GRADE Asti ,; �-- �' ��\ DIAMETER AS > i-" 4" PVC SPECIFIED —96 — i w T 6" DRAIN PIPE Z Z GAS LIE CID — o — __�- I Y - — + x - WATER _LINE _ — 1 O II I I = b.n �.? 6 WATER LINE 400LF, 8" DIA. PVC, =$:945 �� O.00 r sx - - 113u, - - - - �_ NOTE AS AN ALTERNATE CONTRACTOR `3u, 8"—. PVC S- MAY USE STANDARD DETAIL SSCO-1 w l z J s - - - 5 �r I I I 0 I II 5 ¢7 INV. El 91.42 INV EIJ. 91.32 10 LJ DATUM ELEV 90.00 INV. EL. 90.25 1 LJ I - TYPICAL SEWER C EANOUT DEAIL q 14+00 13+00 12+00 11 +00 10+00 NTS S7 , wt st; g Y', , a� .:, �., :..'�. ,:. P .�J,�a,t. .. a x,x � fi •+� .,a,..^.. �':�:' � xy ;r" �'vh''' w"�.,Y" �'s` c h:sri�n:'�' � .:� rs ,� �xt :.. �,. � $� PROFILE ,w' .. ..� .. �"�.....tkkh,w-,�,r, y. 1�r;t .,��=:. � u ... :., .�:a:✓iM .aw:P4$�. ..::' .,d! ..,. .fit ..,6F"4. gkiti;H v^�'"e _, �; r -�".'b" rM"� a z '"1' ' w�C SCALE: 1 "=20' HORIZ. - H 1 "=2' VERT. . .. V W w DISTURBED AREA OUTSIDE OF RESEED DISTURBED AREA OUTSIDE OF DISTURBED AREA OUTSIDE OF RESEED DISTURBED AREA OUTSIDE OF ,' TRENCH SHALL BE RESTORED AT TRENCH SHALL BE RESTORED AT TRENCH SHALL BE RESTORED AT TRENCH SHALL BE RESTORED AT yot �►esjGGl CONTRACTOR'S EXPENSE CONTRACTOR'S EXPENSE CONTRACTOR'S EXPENSE CONTRACTOR'S EXPENSE TOPSOIL 6" MIN. TOPSOIL 6" MIN. " 1 EXIST. GRADE �� , : � ^ EXIST. GRADE 2621t 8roxeti EXPIRES 4/9/2002 MF co �r .h�. �m3 END OF EXIST. " BACKFILL COMPACT IN 12" " ` ¢" LU EDGE EXISTING DIMENSION VARIES SAWCUT EXISTING BACKFILL (COMPACT IN 12 CONCRETE IF REQUIRED HOUSE AND MAX LIFTS) MAX LIFTS) '":" Z " H in PATIO SLAB 1 ,-0„ TO INSTALL NEW PIPE BEDDING z SLAB EXIST. WATER LINE Z BEDDING r° 06 (/� W N EXISTING F.G. ' °' ' W SANITARY SEWER, DEPTH y" y $ ; }'l SANITARY SEWER, DEPTH V o0o e - AS SHOWN ON PLANS SHOWN ON PLANSLU o moo o AS SHOCIO PACK W/ SAND ® J J o o ono EXISTING 4" TO 6" CEMENT _ �� p ETHA FOAM 220J _ * CEMENT CONCRETE CONCRETE PATIO SLAB 8 SANITARY SEWER = a 3( PATIO REPLACEMENT PIPE ITH AND �' �� ���j�. ' � •- PIPE FULL WIDTH OF � /�/ ', r , r rm'r(yry,,,ar ',e b t - � ': cc N 5�� " ::;. O.D. O DIA.x3 HOLES 03 -0 O.C. O.D. TRENCH 6 CSTC Uj : $ e w: W I� CL 3 PIPE #3 BARS (SET IN EPDXY GROUT) SANITARY SEWER LINE TO HOUSELU BEDDING , , " , , oL BEDDING W !( USE CLASS 3000 CEMENT CONCRETE AND 1! t I Z 8 MIN. 8 MIN. `�� 3r �1�9�� � �,, , � ,, �::. � r n 6" MIN. 6 MIN. J:�, i �s ,. ..�, MATCH EXISTING SLAB THICKNESS AND FINISH ' LU W �q�. 12" MAX 12" Q LLJ12 MAX. 12 MAX. MAX. E R R a ,.; " n + . - µ;�� � � CID WATER LI RETE PATIO REPLACEMENT DETAIL 2 NCH IN UN PA R —8" PVC 3 �x n TRENCH IN UNPAVED AR A- 6" PVC 4 SEPARATION SECTION , 5 a 0 N�+ �' S7 NTS _ S7 CO) ` S7 Gj NTS S7 NTS NTS W E. iqt r i! x a. r r, .wo.,, y yAli n m ..�........ I _.7 �. :r , '.is ..w. xl n.' .. .x5 'nee lm i✓ '�i?. :n�'. nf,� s t 1, ✓: F;ti, .fi. DATE � ...,, _. '.,... .k. ... ._fit...._.... „x , ,. -.„ ,: :,. a _ t .r y. . mm...._ a „�, _,, :. i .._.i .7 ( . i r. ... ¢¢e. ...jibs. yb�� �- .._,.... .,. v �+ . . � - .., . . ., ,. . � .. . � .,.,.... ...._.{may ::.. ....-. . ....�., ,.: .:.. , a.. ,... . . , .,i. . 00.27.01 X.. �n ��L[ k+.0 JVIVl ,..-. . ... r 7:;5� � •��.�; .r�r 4 r to t. ..:. .,. .. ,i .,"<ati . -- .. ,..,_:$r.. .:, ..,.- ,i.. .,r.. 4'1'.*r. ', ., � ,x .: . ,mb'rMI ,. . "!" f :' .. S "'r' '^' �s :. x.,. . i� , r _ a �� ,. A.,,. ..,<:, ..,.; �� - „:.0 ..... .,.. , ,.,.,, � �, DRAWN ,,//�� ✓ '��.':.: :. �. �t.i:••3. r � •, II ��.:" .t4+ i1,. +r _ T.N t Record Drawing Certification PROJECT REF: FAC 01-0018 to the Contractor's construction CHKD These drawings conform :,N .. art ✓:�, . ' 9 with the a ..', � .,�_. >.: � ., ,,, >«...,,.��, ✓, �"''' ': �__ k" ,M'. �.. .,; ,_. . , . .,� . - :: s are approved for conformance wt P.P. These Ian �,n .r,, records. w r z,': �,,. ;: _ . .a ' 'ate; ;n , .. _ ,,.: a, >',,, t of Auburn's Engineering Division re uirements. > �.'er .. :.,:. .,, , ,. ar..!; .L.7-. R. i I �i u'. at, +ra. , � City 9 9 Q z JDWA01.0l52.001 W hr ]^are. +� ,. z , Io � .... � J; , .. 4. y, .. � .�; .>�✓ A .,..•._,,.. , . ,,: ���,. � v ry .nr Date: � � SHEEP N0. 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