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i 9 25 •-5 O CK I '' I I • V� N I 31 N89'07'00"E N. 35TH ST. 50.00 50.00 N. 33RD PL SCALE: 1" = 20' N. 347N ST. 12E Smoot w Do GRAPHIC SCALE 0 `� o o �O� "0o l SITE VICINITY MAP 0 0 Z I o 0 J w LJ o . 0 z C� i 12 LEGAL DESCRIPTION l 50.00 _50.00 C� LOTS 7 AND 8 OF BLOCK 3 OF C.D. HILLMAN'S _ _ _ _ _ _ LAKE WASHINGTON GARDEN OF EDEN ADDITION —I TO SEATTLE NO. 1 PER PLAT RECORDED IN 1� 6.00 I N VOLUME 11 OF PLATS, PAGE 63, RECORDS OF Z T- o N89'07'00"E VACATED u� KING COUNTY, WASHINGTON; _ TOGETHER WITH THAT PORTION OF VACATED 0 0 NORTH 33RD PLACE, DESCRIBED AS FOLLOWS: En p N ORD. No. 3158 N3 , K.C.R. 7712160926 1 v r • BEGINNING AT THE SOUTHEAST CORNER OF SAID !, 106.00 - - 25.00' - LOT 8; THENCE SOUTH 89'07'00" WEST ALONG N89'07'00"E THE SOUTH LINE OF SAID LOTS 7 AND 8, 100.00 FND. TACK 5 24 98 FEET TO THE SOUTHWEST CORNER OF SAID LOT 7; (VOLUME 21 OF CONDOMINIUMS I & FND. R.P.'S PER THENCE CONTINUING SOUTH 89'07'00" WEST, PAGES 1 & 2) LO 6.00 FEET TO THE CENTERLINE OF AN ALLEY; N w CI"-Y OF RENTON LO UTH, 25. 0 FEET T o MON. CARD 530 N THEN CENTTHECE �RLINE OFOSAID STREOET THENCE i o :2 0- NORTH 89'07'00" EAST 106.00 FEET ALONG THE o I CENTERLINE OF SAID STREET; THENCE NORTH, — — — — — — — — — 0 o F — — — — — — — - 0 CT) 0 25.00 FEET TO THE POINT OF BEGINNING. Z U-i C 0 0 Q N N J 25 a- 25 I BASIS OF MERIDIAN PLAT MERIDIAN ON BURNETT AVENUE NORTH SURVEY PROCEDURES AND EQUIPMENT FIELD TRAVERSE BETWEEN FOUND MONUMENTS USING A Z 000 I PENTAX PTS—V5 THEODOLITE WITH EDM. LEGEND OZ I NOTE: THIS SURVEY MEETS OR EXCEEDS THE w Z REQUIREMENTS OF W.A.C. 332-130-090 Q SET 1/2" REBAR W/ CAP No, 10219 rn —3 x SET TACK IN FLASHER No. 10219 FND. RR SPIKE 5/24/98 LO' 0 — (M) MEASURED & FND. REF. R.P.'S PER N 0 CITY OF RENTON AUDITOR'S CERTIFICATE (P) PLAT — 33rd '4 (P/R) PROPORTIONED MEASUREMENT MON. CARD 1814 c) Cd N . ST . Filed for record this ...... day of ............ 19.... at ..........M., I L -- — — in Book ........ of SURVEYS at Page ....... at the request of THEODORE L. SCHNEIDER ................................................................................................. SURVEYOR'S CERTIFICATE oo�t .. RECORD OF SURVEY ,�O f�• Q FOR: .............�g�:.................... ................................ This map correctly represents a survey made by me or � �`e o-\� Supt. of Records under Su direction in conformance With the requirements THE FAR COMPANY ) J I M FAWC ETT 4 4 of the Survey Recording Act at the request of Q �.� NE SE SECT. 31.. TWP. 24.. N., R. .5..... W.M. 716 MONROE AVENUE N•E. ?� 331 .. ......•••• WASHINGTON MAY 19 98 3 BURNETT AVENUE NORTH KING COUNTY ..••••JIM FAWCETT �� In RENTON, WA. 98056 ' I� RENTON, WA. 98056 DWN. BY DATE JOB N0. (206) 255-2528 JLV JULY 1998 FAWCETT.DWG THEODORE L. SCHNEIDER Certificate No. 10219 CHKD. BY SCALE SHEET TLS 1" = 20' 1 of 1 I i 1 I 25 25 g�0 CK � I ..:r, i .. I • N N I 31 N 89'07'00"E N. 'sr" sr. j 50.00 50.00 N. 33RD PL SCALE: 1" = 20' N. 12 s+TM sr. � w m o 0 GRAPHIC SCALE P `< '0 �0� '00 I SITE VICINITY MAP 0 o z N "( $ N H -1 I w ICJ o o I Z loh I I l 12 LEGAL DESCRIPTION LOTS 7 AND 8 OF BLOCK 3 OF C.D. HILLMAN'S 50.00 _ - _ _ _50.00 _ _ _-� _ LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1 PER PLAT RECORDED IN 6.00 I N VOLUME 11 OF PLATS, PAGE 63, RECORDS OF o N89'07'00"E VACATED �n ( KING COUNTY, WASHINGTON; J TOGETHER WITH THAT PORTION OF VACATED o NORTH 33RD PLACE, DESCRIBED AS FOLLOWS: r p N ORD. No. 3158 N • BEGINNING AT THE SOUTHEAST CORNER OF SAID K.C.R. 7712160926 No v 1 �.iI L ! 106.00 - - 25.00' - LOT 8; THENCE SOUTH 89'07'00" WEST ALONG N89'07'00"E THE SOUTH LINE OF SAID LOTS 7 AND 8, 100.00 FEET TO THE SOUTHWEST CORNER OF SAID LOT 7; (VOLUME 21 OF CONDOMINIUMS FND. TACK 524 98 PAGES 1 & 2) `n & FND. R.P.'S PER THENCE CONTINUING SOUTH 89'07,00 WEST, I w 6.00 FEET TO THE CENTERLINE OF AN ALLEY; `� CITY OF RENTONz N THENCE SOUTH, 25.00 FEET TO o MON. CARD 530 o THE CENTERLINE OF SAID STREET; THENCE o I a NORTH 89'07'00" EAST 106.00 FEET ALONG THE — — - — — - — — - — o rn o F — — — — — - CENTERLINE OF SAID STREET; THENCE NORTH, 25.00 FEET TO THE POINT OF BEGINNING. z Ui (6 �- cD L a N N 25 25 BASIS OF MERIDIAN ! I PLAT MERIDIAN ON BURNETT AVENUE NORTH I I . I , SURVEY PROCEDURES AND EQUIPMENT FIELD TRAVERSE BETWEEN FOUND MONUMENTS USING A Z aC'� cx" PENTAX PTS—V5 THEODOLITE WITH EDM. I _ p a, LEGEND Z I NOTE: THIS SURVEY MEETS OR EXCEEDS THE � Q REQUIREMENTS OF W.A.C. 332-130-090 00 SET 1/2" REBAR W/ CAP No, 10219 I rn w x SET TACK IN FLASHER No. 10219 FND. RR SPIKE 5/24/98 Lo o (M) MEASURED & FND. REF. R.P.'S PER N CITY OF RENTON � AUDITOR'S CERTIFICATE • P PLAT 33rd— (P/R) PROPORTIONED MEASUREMENT MON. CARD 1814 U as N • ST . Filed for record this ...... day of ............ 19.... at ..........M. � tl in Book ........ of SURVEYS at Page ....... at the request of THEODORE L. SCHNEIDER . ...................................... SURVEYOR'S CERTIFICATE o��t RECORD OF SURVEY This map correctly represents a survey made by me or ........................................ ............................................... �� o�� FOR: R under my direction in conformance with the requirements THE FAR COMPANY M 4 Mgr. Supt. of of the Survey Recording Act at the request of Q �� 1 J I FA WC C E TT ecords NE SE 4 SECT. . 1. TWP. 24.. N., R. .5..... W.M. �01 3313 BURNETT AVENUE NORTH KING.......... COUNTY, WASHINGTON JIM FAW... In MAY 1 g 98 716 MONROE AVENUE N.E. 'P yt / L � ••����•�•� �••••� RENTON, WA. 98056 RENTON, WA. 98056 / TQ2 (206) 255-2528 � DWN. BY DATE JOB N0. EVM '12' JLV JULY 1998 FAWCETT.DWG THEODORE L. SCHNEIDER Certificate No. 10219 QQ CHKD. BY SCALE SHEET TLS 1" = 20' 1 of 1 PO RTIONS OF SEC. 31p 321 Te24 Not Re 5 Ent W. M . A=03'56'08" R=2839.00' L= 195.01 ' N 194 001.92 E 1,301,036.80 N 1�5,471 .54 50 I EL 45.87 E 1 ,301 ,019.92 o SET MIC EL 76.25 4j SEE DETAIL "D" EXIST RR SPIKE SHT 9 OF 10 N 193.736.26 SEE DETAIL "E" 301 ,028.38 SHT 9 OF 10 I N 193 205.70 cy o, E 1 301 , N 192 939.29 0 0) h EL 63.01 E 1,301 ,011 .60 1 .60 E 1 ,301 ,003.12 N 192 673.64 E 1 4001 0 994.70 g0' ,� �o� SET MIC E 1,301 ,019 96 IEL TES 0T02 RR SPIKE EL 90.80 I EL .20 SET MIC SET MIC Q 42.60' �, .h EL 75.92 SEE DETAIL "F" SEE DETAIL "G" o SET MIC SHT 9 OF 10 SHT 9 OF 10 j � SEE DETAIL "E" - -- -- --- t t -- _-2 s5..7s' - -,i - SHT a`o�_ �, ___- - - 1 B U R N E T T V a 265.79 265.79 N U Ln _..-_N------ 194.1 0 .8 90 ►► N 01 48 56 E 1. 1�----;- -EL 79' EX BRASS CAP __-_ _ ----- --------- N 194,044.49 _ � '11' 15.86 �/20. N 193 204.95 j i EL 1,301 ,038.15 46 1 038.15 4 44 44 N 193 547.43 E 1,301 ,01 1 .54 SET BRASS DISK �S'39' EL 144.08 53 4 r EL 7MIC i E 1,300,994.79 N 194,002.42 SET MIC BRASS CAP SEE DETAIL "F" EL 101 .62 E 1,301,036.79 N 193,928.19 SHT 9 OF 10 50 TIES TO RR SPIKE N 192,407.9 I EL 46.43 E 1,300,992.65 N 193 158.95 SEE DETAIL "G" E 1,300,986.28 I TIES TO RR SPIKE EL 45.90 O 1 ,300,647.22 -r ., " i� SHT 9 OF 10 EL 112.23 t SEE DETAIL D EX BRASS DISK 90 EL 43.99 !w SET MIC I SHT 9 OF 10 50' SEE DETAIL "H" I rp' RASS CAP 0 rn Ll.� I SHT 9 OF 10 1 Li 1 4 .1 3 f-- ' p O E 1,301.020.95 ,0 X o L1J EL 46.12 �, 00 <v �.-- co O u7 SET BRASS DISC Q '`� 0000 �, N in ;�" Ll� 00 WO ,Q A- 15*46'43" � � � "' � 0° R= 1602.25' Q� 0= 10'25'39" z ,�,°' � z L=441 .24' R= 1356. 18 �`� ,-��, ao �I L=246.81 ' I N j z L w 180 rY X i � ao �G 1 L�= 1 1 '51 '5 2 z V) Z Q R= 1356. 18 50, j y L-280.82' L1= 11 ' 19'42" 100 50 0 100 200 300 �/ GPS 2116 R= 1 356. 1 8' N 192,988.87 - C1 I L-268. 13 SCALE IN FEET E 1 ,300,507.27 O *EL 42.152 N 192 946.8 1 / E 1 ,300.521 .69 V EL 44.08 SET BRASS DISK N 192 682.63 E 1 ,300,428.12 EL 58.30 SET BRASS DISK TM Oentertlrw of Lake Waehington Boulevard as shown was N 192 417.50 upon exledw womwente where found and the old oono. V LEQFw� EL 72.23 E 1 ,300,391 .30 roadway, the maps 'see referenoe'. The radkw dletanoee tk � SET BRASS DISK *4 oonetwwtod oentafte of old oono roadway. EXISTING MONUMENT IN CASE MIC MONUMENT IN CASE NOTE: •owe of the PC's and PT'e are not porpendloular to C EXISTING BRASS CAP MONUMENT ft tangents. SET BRASS DISK STAMPED I iGE DWa: KIM County Engineers Offloo Aprg 1991 "LS 23613 12/98" Renta�-Newport Paving - P.H. No 12-'b' Survey No 11WQd' Vol No am Map 1134 SURVEYOR'S CERTIFICATE 4 ~ This is to certify I, Fredrick D. Ringel, conducted the RECORD SURVEY survey of the land described on this Record of Survey, and R' GEL & ASSOCIATES that this record of Survey is a true representation of said F 0 R A13 survey as conducted by me on said land. `�►,� 19 RLS ,. P.O. BOX 742 rrr : *n'i 1? Fredrick D. Ringel P.L.S. 23613 ID. #986 CASCADE, IDAHO WA. #23613 83611 1MCORDER'S CERTIFICATE THE CITY OF RENTON MT. #7917 (208) 382-4230 Filed of record this day of , at _ Wn Book of Surveys, ` at page at the request of Ringel and Associates DIVISION OF RECORDS AND ELECTIONS Llano 2er Superintendent of Records JOB NO. CR97003 DATE: FEB 1999 PAGE 8 OF 10 M 00 C TY OF RENTON LAKE VVASH NGTON BLVD 3URNETT AVE N cn STORM SYSTEM PROJECT SWP - 27 - 28 7 4� C/� N METRO 96" SS SHEET 4 SHEET 5 IE 13.4t AT N 34TH ST NAVD 1929 - EASTSIDE U71 n�� PLANS 12/62 111110 n, RESIDENT AT /3302 REPORTS POSSIBLE J ROCK END OF DITCH W 74M � GROUNDWATER PROBLEMS, WATER UNDER +� SEE DETAIL DWG 8"W TYPICAL 3' BURY V74A6 CRAWLSPACE. IF DITCH TO SOUTH IS FILLED CONSIDER INSTALLING A PERFORATED PIPE IN r n 25' 8"W DEFLECTED UNDER IT TO AID GROUNDWATER DRAINAGE. I 24" CONIC STORM PIPE 3, I z W 2s' I (STORM EST IE 72.9f) ��y,pppp ,90 LV W 777.M PLAN WTR-27-2305 N 7L76 OW 77.11 z W`7146 �U7 7L'i2s 25 s 12' I 25' 25'0 I REMOVE OLD CB (� W W 76,Y `4 W IL 7744 FILL DITCH W N 77AS REMOVE OLD CB. 1 I I NV E i0.16 Ma' 25' 25' Corr n.17 PLUG PIPES (4 LOCATIONS) FORM ASPHALT CURB 5 A I e�V OLNNI END OF FILL 7 I FILL DITCH BETWEEN CB# 7A-7B FOR CB# 8A NV w p FILL DITCH BETWEEN PIPE --- _� CB# 5A ROCK END OF DITCH PLUG PIPES (4 LOCATIONS) PLUG AND NEW INLET z Ng CB# 7B SEE DETAIL DWG �� # 98 ROCK END OF DITCH 39/ipt ROCK END OF DITCH SEE DETAIL DWG SEE DETAIL DWG NOTE A I J -REMOVE 12" SD- I _ ,a , W N REMOVE 1PLUGII 96" SS PIPELINE INVERT AT N 34TH ST CB 7AIS AT EL 13.4't (NAVD1929 BASED ONrAS-BUILT DRAWING TITLED 'EASTSIDE `� L - �- -- A; INTERCEPTOR SECTION 3, P NAND - - - Co# rSA C # g � -~ si oft ePROFILE- KENNYDALE TUNN L" DATED I CB# 5 E%�12/62. LOCATION IS NOT IELD VERIFIED. �.'- --� - _ N J CB 6A ( - g:.x - -- - --- -- 1 CBS 6B CB 7 Ir CB# B �EMOVE ASPHALT CHUTE I 9 W!70.L6 W M 7S0 ,. t[7�ip� N - s CB# 1 I. /W01TwM70A6h I I ' �, I REBUILD 3" HIGH ASPHALT CURB 7,� N�� ROM STA. 4+05 TO 6+00. REBUILD EXISTING ASPHALT CURBS mv r-- TIE INTO EXISTING CURB. WHERE DISTURBED. - wFL I I \ - •1� I I NV E 97.63 '•"' '•"' . v m o y PLUG-1-- -►'1 I I 1+ 4 bn amp ' " REBUILD EXISTING ASPHA;T CURBS o a o I o MWV M t3 I - I+ UQT_ P08.WLF PAGE^ WHERE DISTURBED, PLUG EX. PIPE w .orr 0J4 12 (2 LOCATIONS) B U R N E T T A V E. N m wo z Z z ' ; EMOVE ALL ROCK IN AND AROUND I I BELL I 12' w o w g 3 g prmy DITCH TO A DEPTH OF 2 FEET. 25' 25' 12' 25 25' rr z o I cY1 a o a I FILL DITCH WITH SOIL AND I I L w o m \ o o t AOrE GRADE LEVEL WITH EX. GROUND.CB# 4 o / mo ~ I CONTRACTOR RESPONSIBLE FOR ANY I 25' 25' B U R T N E T E. N. w Z w w W I DAMAGE TO ROCKERY WALL. I A V I I U) r N" x I'- aCN �¢ E WV \ I MODUI"^ dL C✓. WALL \ I 25' j wr EE CB# 3 rf I 25 DETAIL DRAWNO \ \ ' I NOTE HOME DOWNSPOUTS (LOG UNKNOWN ) NOT 8" TIMBERS ALONG SH)ULDET, IE INTO EX. 12" PIPE. DO NOT ABANDON STREET MONUMENTS REMOVE, SAVE, AND RCPLACEAFTER PIPE CONNECTION TO CB#1. \\ \/�ryry S]0.!4 WOR IS COMPLETED. I : 3 w7TT MY NVNn�. NORTHING EASTING ELEV. DESCRIPTION � A REMOVE EX CB AND PIPES REMOVE EX CB 7 I = 40 20 0 40 80 120 193 .26 1 ,301 ,208.38 63. 1 fF�fCT C REMOVE PLANTER AND TIMBER AS NEEDED +- 0 MIC N.3 5 t h ST./BURNETT AVE.N. �i SAVE AND PRESERVE PLANTS. 193,470.61 1 ,301 ,019.96 75.92 MIC N.34th ST. BURNETT AVE.N. REBUILD DRIVEWAY, PLANTER, AND REPLANT SCALE IN FEET CB IS / Sp\�0 C ` ___1 Y AFTER NEW INSTALLED. I 'gWA46Z. CITY OF RENTON '"$'5'° 193,2 �� ' 04.95 1 ,301 ,01 1 .54 79.85 MIC N.33rd PL./BURNETT AVE.N. � '" CONTROL NETWORK'"'" " n/C � •� VERTICAL CONTROL DATUM 192 .,3 � 29 1 301 003. 12 90.80 I 3RD ORDER, 1st CLASS ,� MIC N.33rd ST./BURNETT AVE.N. NAVD 1988 B� �D �: �3LIG HORIZONTAL CONTROL DATUM 192,673.64 1 ,300,994.70 101 .20 MIC N.32nd ST./BURNETT AVE.N. INVT 4' °�'� 2ND ORDER, 1st CLASS - \ NAVD 1983/1991 193, 158.95 1 ,300,647.22 43.99 BRASS CAP PRC LK. WASH BLVD .. am.�7 - �~' � STREET STATIONING ON LAKE WASHINGTON BLVD. AND BURNETT 193,547.43 1 ,300,853.47 44.08 BRASS CAP PT LK. WASH BLVD. - �'`� AVENUE N. BEGINS AT THE INTERSECTION OF LAKE WASHINGTON BLVD. AND N. 34TH ST. 5+00 LK.WASH.BLVD.= 0+00 N.34TH ST. - CONTROL POINTS USED: CITY OF RENTON CONTROL NETWORK MONUMENTS NUMBER 1836, 1886, AND 2116. - 1NV owl ni0 s7.7e . � SHEET 2 � WA Dj� ,C� yap rqy tom..,, , 5 O �l 3613 _�� s' �ECSTER� �" L LAND A5 - 8UIL-T EXPIRES 9/11/ G^( JOB No. CR00004 SuRVFY 00 N cli 11 CL R N GEL_ 8c ASSOCIATES E CERTIFICATION SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988 1 HEREBY CERTIFY THAT THE HORIZONTAL AND D.RINGEL HORIZONTAL: NAD 1983/1991 .► LAKE WASHINGTON BLVD./ 7/25/00 tilRLS ,� P.O. BOX 742 DESIGNED: AS SHOWN CITY OF VERTICAL LOCATIONS OF THE TOPOGRAPHIC BURNETT AVENUE NORTH FIELDBOOK: ID. #986 CASCADE, IDAHO FEATURES SHOWN HEREON ARE THE RESULT OF Dwc A SURVEY MADE Y E OR UNDER MY DIRECTION. CJ00026AS-BUILTAW 25 01 DRAWN. MDD, Dwc RENTON PAGE: WA. #23613 83611 - DATUM DRAWING NO: ONE INCH CJ00026 ABA 6 13 01 CHECKED: ONE RJS AT FULL SCALE Planning/Building/Public Works Dept. STORM SYSTEM PROJECT SWP-27-2837 MT. #7917 (208) 382-4230 s IF NOT ONE INCH Z F.D. RINGEL L.S. 23613 DATE:S/25/00 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 1 OF: 5 J Y"N D 2B37011 CY) \ N \ \ SSMH 48" �STU �., REBAR & CAP_ i 12'CpN \ RIM 63.30 \/ I ct n 0-- E 56. 93>9 C SD "N E 58.67 I o �. CV \ .V W 58.57 a // 1 I MODUI_ BLOCK WALL 2 COkC \ I 25' 4- E SEE CB 3 Sp - N \ 10 SS \� \ I 25 DETAIL DRAWING' I", 4. 6 RETAINING WALL \ 1 �_ i I 20 10 0 20 40 60 Z,- . TOP 44.13 INV N 42.48 �� BRASS CAP I NOTE - HOME DOWNSPOUTS (LOC UNKNOWN) INY S 42.42 T PT 12+G SOT 41.98 I I CB TYPE II 48" NOTE 8" TIMBERS ALONG SHOULDER. I TIE INTO EX. 12" PIPE. DO NOT ABANDON SCALE IN FEET RIM 43.36 3.3 30 REMOVE, SAVE, AND REPLACE AFTER PIPE CONNECTION TO CB#1 . INVINV E 39.97 WORK IS COMPLETED. I CITY OF RENTON \ TOE OF I � INV S 38.22 CB TYPE II 48" 3 BETA 36.21 RIM 42.12 I CONTROL NETWORK \ \ INV N 37.44 VERTICAL CONTROL DATUM \ TOP 43.07 \ INV S 37.4s REMOVE EX CB AND SD PIPES REMOVE EX CB 3RD ORDER, 1st CLASS \ INV N 42.05 \ �,f BOTT 35.92 i3 pTE I I INV N 36.37 NAVD 1988 \ INV S 42.04 \ \ JP 42.45 HORIZONTAL CONTROL DATUM \ a? ai.eg \ \ 4• \ INV s 40.s 2ND ORDER, 1st CLASS SSMH 48" � FF� \ BOT 39.86 I BOT ^^� REMOVE PLANTER AND TIMBER AS NEEDED NAVD 1983/1991 \ \ INV NE 3-5.33 \RIM 43.69 �C� FX Ce,3�� I SAVE AND PRESERVE PLANTS. 2 shr I REBUILD DRIVEWAY, PLANTER, AND REPLANT \ INV SW 34.96 \ 2'' C. , „��( '¢C/ / \ `✓ NNE 34.86 '`�:�� O� SD ANT '�. 9 AFTER NEW CB IS INSTALLED. LEGEND \ \ \ ELF \C C r I SISEw (L)v ss1. '�.L A s ° '` 3 \ ?4• RIM WM WATER METER '� c CB# 1 INV N 35.3U �s� / \ cry `�` 4r FH Q FIRE HYDRANT / 7/ n WV ® WATER VALVE W WATER LINE ' V \ ce TYPE n 48" GV ® GAS VALVE 12"CONC SD STORM DRAIN LINE `..._ INV N 36.1 s o° \ ORNAMENTAL CB CATCH BASIN O INV S 38. 02 SS SANITARY SEWER LINE INV W 32.96 V INV E 39.08 �� iYj. SSMH SANITARY SEWER MANHOLE BOTT 30.98 �o=v � \ ?c��`,^ G GAS LI N E TJB I w �.e X MB - FENCEMAIL POT 40,97 BOX POW VLT POWER VAULT R4iLRo � \ \ ` ''` `� _t_ UGT UNDERGROUND TELEPHONE » \ CON3 UGP UNDERGROUND POWER STREET LIGHT MIC ® MONUMENT IN CASE S � SIGN TJB TELEPHONE JUNCTION BOX NOTE B: BRUSH , \ \ EDGE OF CONCRETE BASED ON SURVEYOR'S MEASUREMENTS DIRT \ DURING LAKE OF RENTON NTRANSPORTATION BUDIVIISIONP 1996CT \ TO 34. E INV SE 27.75 IW BOT 27.52 90 NOTES:GRASS 1, All Type 2 CB's Shall Have Solid Locking Lids. gSy��c� _ 2. Type 1 CB Profiles Are Along Pipe Lines. o,}, PLAN VIEW 1 =20 3. All CB Grates Shall Be Set 0.1 Feet Below ................... Adjacent Ground Level. . . . . T A Low Points . . . , . . Field Adjust Type 1 CB's o Locate t . . . . . . . . . . . . . . . • , . . In Flow Lines And To Clear Existing Utilities. .. ........•... •...........••... ................. .. ...........••. ......... ...............• ........... ................, •.•.............• .........•....... ....••........... 9 CB`: .1• TYPE • 2 48 . , . . . . . CB#' 3 TYPE ;2 :48. . . . . . . . . . :CB 2 :TYP:E: 2' 48" ' #: . . . . . . . . . . . . . . . . . . . . . . . . # # . . . , . . . . . . .STA. 4+19 . .2,2„RT. . STA: 3+68, 25 :R;T; . . , . STA. ? 18 R� . . . . . . . . • . . . . i, . . . . : . . . . . . . . . . . . . . . . ' . . . . . . . . ......•, ............................ .••...••,•,,,.....••..............•......,....................................... FRAME AND.,..GRATE,'. .... ......,.,,•..................................••••••..,,.... SOLID L�JC141NG LID . . . . . . . . . . . . �... . . . . - - . . . . . . . ;... ;.. :.. ..... SOLID LOCK NG..:.LID I > ' : . . . . . . . . : . . : : : . : : : . . . . • . . . . . . . . , , • . . . , . RI:M :EL =. :�� : 4336: , . . . . . . . . . . . . . . . . :RIM; EL= i :42.1�. . . . . . . . . . . . , . , , , . . . . . . 'RIt�1 EL 43.48 . . . . . . . . . . . . . . . . . • . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . , . , , . • • . . . . . . �, _ . . . . . . . . . . . . . . . . . . . . . .2.4"N IE= 36.16: , . . . . . . , . . • , i 24.E ;IE$: : . 39 92 ' 24 'N: :IE: • '37..4' l I • . . ,, �+ ,•.... ................. ........... ...2.4,W. I E. ,. ..32...9.6....... ••,,, b1:7`AIL b RETi�111NG VkALL 2.4. S, ,If i37:4 24 S"•IE='. . 38 22. . . . . . . . . . • • , . . . . . :1 "E .IE=• 39,00 SAME . • . . . , , , , , . . . . 12 •N -IE: 41 :3.0• SAME . . . . . . . . . . , 12'••'S :IE' 38:5 SAME , , , . . , , . . . , , . . . 4 55 45 .. ,,..., ................. ........ ............................ 5 ......,,,,,,,.,....., .,• ....... ,..•,,,,,,,,,.,.........••,,,••,. .........•••••••„•,,.....,.,,<,,,,,..•...,,,,.................. I.,.,,• y. ................................................•...,..,..... i............................. i. . , . . . . . . . . . . . . . . . . . . . . . . . i • , , , . . . . . N M C4 . . . . . . . . . . . , i . . . . . . ... 92"' SD' .........., ............. ................. ................, ................. ................. ...............•. .........., ............ �.- . . . . . . . : EX. .12 . SD , • , . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . .50 . . . . . . 4p . • , , , . . , . 40 50 ki ........I.......• ...... ................. ....*........... ••••............. .•............... ........ E.•... .SP..... „•........... ................. ...........,..... ......... ............•.... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . : . - - - - - - - - - - - - - 5 ..........I.....•... ............. ............... ... 35 I _, - Ifi ............... ............ ................. ....•.................. .. .. .. .................. „•.,,,,,,,.,., ••..........•..,.,,,..,,,,., ..••.•„.............. „••..•,,,,,•....•..•..•...,.. ••......... .. _;.• ,E,.. ...............••.,,••,.......;. ....•.••.•.,.......... ,,. i `' . . s ' ' . . . . . . . . . . . . . . . . . . . "' . . . . . . . . . . . . . . . . . . . . . . . . . . .DEf? H. . . . . . • . • . . . . . . . . . . :4 .'S$ . . . . . . . . . . . . SSS :U.N i • . . . . . A�:WALL . . . . . . . . . . . . . . . . . . . . . . . . . . ..'.................•. .......,,, ................ ........ ...... .......... .....I...,,... PTH.,,,,,,,,...•••••,... ". . ', . :DE ,N,.TRUCT SIDESEWERS.' , . . . . . . . . t INE' REDO S . . . . . . . . . AS - BUILT IE • EXISTING SANITARY §••EWE , • • • • • • • • uNl , : . . : . , . . • • . . . . :PER 'CITY 'DETAIL:, : IF: NEEDED , ; i: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 CK. D . . . . . . : . : : : . : . : . . . i . . . . . . . . . . . . . �: . . • . . . . . 30 . . . . . . . 40 , . . . . , , , . . . . . .40 • . . • . . . . . . . . . . . . . . - ..... ............................ ............................ ..................... �............. . . �' ............ ............................ ............ .............-----.......... ----------................----------......................... ............ E..1►A l a............................. ............................ .............................�.. ........... s.. i.. „ 'r .241 CFEP SD . . . . 24 :CPEp. SD. . . . . . . . . . : : : : : . . . . I . . . . . . . . . . . : . : . . . . . . . . : . . . . . . : . : : : : : . : . . . . . . . . . . . . . . . . i . . . . . . . . . ................ ...... .........._.•...............,80 62 IF 0 97�:...,••.,......•........... ..50'4,3...LF.,�.:2.63�:..., ...... w r . . . . . . . . . . . . . . . . . . . . . . . . . . . j' �.. . . . . . . . . . . . . . . . . . • . . : . : : : : : : 0 5 �: , . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . 4+60 o• l 23613 <v i I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . ........................................ S : , , . . . . . . . . . . . . . . ........... ...................................... ..................,.,,,.,.,.............,,..............,.,.,......................•......,.......••.........,.............•...............,......................,...,....................•................................... FORCOMPLIANCE I • fts ........,,,,•.............................. „ .. - CHECKED L LA119 � �.......,,•,••.............••••.,.••••••.,...,......,,•,•,••••...,.. TO CITY STANDARDS EXPIRES 9/11/ o! 5+00 4+00 5+20 5+00 4+80 RECOMMENDED JOB No. CR00004 FOR APPROVAL Date 00 STATIONING ON LAKE WASHINGTON BLVD. CENTERLINE BY Date 00 N R N G E � 8c A S S O C A TE S GROUND PROFILE ALONG NEW STORMWATER PIPELINE BY Date a 3 CERTIFICATION SURVEYED: SCALE: LAKE WASHINGTON BLVD./ DATE: / / D.RINGEL VERTICAL: NAVD 1988 7 25 00 HORIZONTAL: NAD 1983/1991 �� C I T Y 0 E " RLS P.O. BOX 742 I HEREBY CERTIFY THAT THE HORIZONTAL AND 1 ' =20 �� VERTICAL LOCATIONS OF THE TOPOGRAPHIC owc BURNETT AVENUE NORTH PAGE:OOK: ID. #986 CASCADE, IDAHO FEATURES SHOWN HEREON ARE THE RESULT OF "u RENTON PAGE: DRAWN: � - ABJ 7 25 01 MDD, DWC DRAWING NO: 8361 1 A SURVEY MADE BY ME OR UNDER MY DIRECTION. CJ00026 ONE INCH DATUM WA. #23613 - ABJ s 13 01 AT FULL SCALE Planning/Building/Public Works Dept. STORM SYSTEM PROJECT SWP-27-2837 w CJ00026 CHECKED: MT. #791 7 (208) 382-4230 =� Dwc, RJS IF NOT ONE INCH �W,,, F.D. RINGEL L.S. 23613 DATE:5/25/00 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 2 OF: 5 RJS D - 283702 I - r. �� / L"Nbta / / /4( v LEGEND y / N PLACE FILTER FABRIC FENCE WM ❑ WATER METER o AROUND WORK AREA FOR / f _ ERosloN CONTROL. FH Q FIRE HYDRANT N �� �F�.. ADJUST AS NEEDED. IJ M D WV ® WATER VALVE ' �_� / "' - ___ _ z � o W X W WATER LINE n- /=< r / „ m I `` -. �' m GV ® GAS VALVE scnz�.i / 28 TREE ��� pow > > - � » _� / ' �f+TG, / / i` in�?'' ;� t REMOVE AND DISPOSE ��ym• 4 N N d I N N 12 CONC SD STORM DRAIN LINE 4co :0,Pto 'a o i / � ;:. in m I �, n N cI cn CB CATCH BASIN Z / �, ,_,� r t I D � N I ZN SS SANITARY SEWER LINE °'`' _ / _ — — Lj_�__I. — I 'I * Z Cn SSMH SANITARY SEWER MANHOLE �/ / � r — - - - -- - - 4 __ _— � o — - — — — -< Ln = G GAS LINE �' __../ r c � D In MB 0 MAIL BOX/ sa = ss . \, - _ I .. (n t 2 �o►�c �a m rn � x x FENCE / \ s �Q y N = POW VLT POWER VAULT ._. :. / / �� � / �11 - mow°' 11_01C m I `'" Z UGT UNDERGROUND TELEPHONE �� a / -_ _1 _ _ �" �,.-- r UGP UNDERGROUND POWER / _fir /� —^—� - -- —L- — —_ -� STREET LIGHT ,� _-___ --- 4 `� + 20 10 0 20 40 60 �, 1 ,��, MIC ® MONUMENT IN CASE11 o- ()(�T /'11 \11 r N �Co � I I V 4 t h S t S —� SIGN SCALE IN FEET / -C �� y � 1:- aI )_-< c1 1. v, I N) TJB TELEPHONE JUNCTION BOX I - . / /� .�c - , � 4 i D I CITY OF RENTON C o 1 ), I "' 12 h CONTROL NETWORK / '— -- — — —k — — — — -- —_ ____ __ __.__ cn VERTICAL CONTROL DATUM / w �, -1 �,l — — — — m o 3RD ORDER, 1st CLASS (G, m 2 2229 1 � J i n ti 44FI, ; q<«tc \1 ��' a I � 0 � NAVD 1988 �,° _ / Z�NmZ � 0 � � "0 � � 71 rn HORIZONTAL CONTROL DATUM a p i � -, so `" a r , �' . I! o D o NOTES: 2ND ORDER 1st CLASS ,�.,� \' / . / N °• I G c NAND 1983/1991 o ~+ +N 4 c I ► o 0 a . I �. rn 1. All Type 2 CB s Shall Have Solid Locking Lids. / w � i \ MINIMIZE ANY DISTURBANCE TO ROCKERIES. --� ; a o rn rn -ZZ- ; - 2. Type 1 CB Profiles Are Along Pipe Lines. ; y rn rn SAVE AND PREP ERNE PLANTS. rh 0 rn j c� `�. o m I i I t I '- m ( 3, All CB Grates Shall Be Set 0.1 Feet Below y �` 'r D I� o N \ REB;,IILD ROCKERIES TO OWNERS *�a _____ 0 0 �14- Adjacent Ground Level. DITCH / DEBRIS BARRIER DETAIL ` �' �`1,a N W ,� ® SATISFACTIGN, REPLANT PLANTS. .�'Ofw_ N I I rn �oN - / o n go NOT TO SCALE SEE FULL DETAIL IN BID DOCUMENT m g � z � =o �+ �O� it 4S ,� _ I - _ 4. Field Adjust Type 1 CB's To Locate At Low Points, / ��/� , / m 0� w -" �>_ _ k7l I � n I r In Flow Lines, And To Clear Existing Utilities. CB# 5A TYPE 2 48" MATCH TO SHEET 2 MATCH TO SHEET 4 STA. 3+15, 20 LT (BURNETT AVE) .. ...... .......... .. ... ................. ........ ... ............,....... SOLID LOCKING LID Q.............. . . ..................•.. •••.....•.•.••• ....• �.. ..Q.Q............ •, . .. ...1. _ . ...... 4.....QQ...............................................•........_.............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .54. . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M' +� � •RI EL- •77 4� • . . . I . . . . . . . . I . . . . CB#' S' TYPE ;2 '48„ . . . . . . . . . . . . . , : 1:2 . E: jE C: . :71:.Of : • . • . . . . STA. 5 1 RT B U R N ETA AV1 . . . . . . . . . . . . . . . . . . . . . .. (....... ) ' ..... ... ...... ............. ................. ........ . 7 1'2 • .W 'I E.. .0'.6 .................. ................. ................. . . . . . . . . . . . . . .2+21..79. I . . . . . SOLID LOCKING LID . . . . . . . , . . . . . . . . . . . . . . . . '! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : R€M : :E L: I. . �:_�____ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . n#. 4. TYPE .2 '48 . . . . . Z :7.6.77 : . . I . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . I . I . • . . . . . . . . I . = . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . ,.. Z .............�... .. 7 �� . . . . . . . . • . . . . . . . . . . 1, . DEPTH. '8...W:' . . .'i . . . . . 75 SOLCD 'LOCI<1N� LID 24 �r IE= 70.48 175 . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . I . I . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . ; . . . . .UNIT . E•�2•.4. . I . . . . . . . . . . . . . . . . . . RIM EL 70.83 1 . .E. . .IE=ZO. caAME . . . . . T. . . . . .IE= 76.69. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �, v S . IY I . . .... ... ...... ..... ................. ................. ..... ......'.1^� .... �...... • ..................1:................... ..I.............. ...........I..... ................ ................. ................. .. ... ... .. .. ...� �����...... ................. ................. ........I........ ........ ... ....... 24 E I•E�-b �Zt 66:68` . . AD�l1ST••T( . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I — . . . . . . . . . . . . . . . . . . . . . . . . . i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . T 'DI H 2 4. .V�: I:E= 65.58 MA GH: EX . . TC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I ,i . . . 3 12 : CPEP SD 3 ,�. . . . . . . . . . . . . . . . . . . . . . I . . . . . . . i................................:................................ ................................I................................°...........I....................... ....................... .......... ...... ..........................., ........ ... .......I....... .............I........... ... .................. ...........................- t > i < ; I <.. i.... �..... .................................................................>................................................................................................ : . . . . . . . . 70: . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . I: . . . . . . . . . . . . . . . . . . . . . .......... .........I.... ........... .......I...I..... .............�... ...... ................. ................. ................. ................. ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 L F :1:2. . CPE ' : SD : I . . . . I . . . . . . . . Q). . . . . . . . . . . . . . . . . . . . I . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . >. . . . . . . ' ' , . ............................ ......I...... ................ ..................... ........................... ............................ 1................... ... ....................... ....A.:..Q,'4 ......................... ................... ............................ ......a . . . . . . . . P-I . . . . . . . . . . . . . . . . . 65 PE GONER 65 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .MAINTAIN. 2:5•'T0 3.0` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . F . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...BI. . DM A:'I' C1 . ....... . . ...... i ....... X ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a.' . . . . . . . . . . . . . . . . . . . . . . . "'f'. i . . . . . . . . . . . . . . . . . Im. . . . . . . . . . . . . . . . . S — '4' . . . . . . . . . GALE . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :..:...:..:..:......:..:.... :................ ,..;..:...,..;..:.. :......:..:......:..:..:. :...,..:..;......:..;...:..: .. 60 60 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . i , . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . _ . . . . . . . . . . . . . . . . . . . . . . . . L: . . . . . . . . . . . . . . . . . . . . ........... ................. a�... . ...........I... ............. .. �, ................ ................. ................ . . . . . . . . . . . . . . . . . . . . . . . . . '.US-E".Fl'AN'GE':ADP P.TER.' . . . . . . . . . . . . . . . . . . . C. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ON HDP PI.P.E. . . . . . . . . . . . . . . . . W. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v. . . . . I . . . . . . . . . . . . . . . . . . . . . . . . 'PER OB 3 DETAI:L. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .....':.................................'•................................°............................I...°.....................' ... ............................ ............................ ................... ...............a I i.. : i. .. ... i.. i.. I......................._�.......... ... . .. ... ..I., i...............................i................................ ................................;................................i................................S............................. I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55: . . . . . . . . . i' . . . . . . . . 5�: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . : : : . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................:................................................................:................................:.................................:................................:. ..............................:.................................:................................:........................ : ........................................................................................................................................ ...... .............................. ...................................................................................................................................................................._.. ......... .... ....... . 111.11.1: .............................I :..:..:. '..:... . . :...:.....:...:..:..:...:..: :..:..:...:..:..:...:..:..:. :..:...:..:..:...:..:..:...: :...:..:..:...:. ' :..:...:..:..:...:..:..:...: :...:.....:...:..:..:...:..: :..:...:..:..:..:...:..:..:. :..:...:..:..:...:..:..:...: :..:..:...:..:..:...:..: :..:..:...:.....:...:..:..:. ...:...:..:..:...:..:..:...: :...:..:..:...:..:.. :..:..:...:..:..:...:..:..:...i..:..:...:..:..:...:..:..:...: :...:.....:...:..: :..:..:..:..:..:...:..:..:. : .. . . . .. . I.....I.... ..............I............. ............................ ............................ ............................. . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - I . . . . . . . . . . . . . . . . . . I . , . . . . . . . . . . . 0 . . . . . . . . . . . I . . . 50 5 . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . I: . .. . . . . . . . . . . . . . . . . 4:8. . . . . . . . . . . . . . . . . . . . . . . . . . . I . 1: 1� . . . . . . . . . . . . . . . . . . . . . .. ... ............ ................. ................. ................. ................I.• ............... ................. ................. ............ .. ................ .. . ......... .............. ................ . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'CB.#...3..TYP'E 2 $ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STA: ., 7 3. :RT: . . . . . . . . . . . . . . . . . . . . . . . . . . . . i CKING LI . . . . . 'I . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SOLD •LO D ! ............ ....................... .I....... ... ....... ....... ..... .. .... ...... .. ..... .............. ..................... ............... .... _ ....................... .. ............................ ......... .. . .. . .... .. ... .......... ......... ... .............. . . . . . . . "�'. . . . . . . . . . . . . . . . . . .45 RIM EL - 4 I `45 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4. . . . . . . . . . . . . . . . . . . . . . . I . . . . :24. . : I:E:-: =[ Q.92. . . . :C 3 ETAI . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SEE B# D L . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .22'. .. .... .. ...4.. J' ..'3 8 ................ ................ ..........2, .. E' 3 ................ ...I........... ................ ................ ....... ... •12 N• I'E'='41'. AM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 . . . . . . . . . . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; . . . . . . . i: . . . . . . . . I . . . . . . . . ..i.. .......t.. .......i.. ..i.. ..i.. ....... .................... ............................ ................. ........................... ............................ ....... <... i.. .. .. ., i---. >.. ..i. i.. .. ....................I ........................ . . . . . 40 I i . . . . . . . . . s . . . . . . . . . :.i..:......:.........:..:...:..: . . . . I . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 . . . . . . . . . . . . . . . : : . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . KD . . . . . I . . . . . . . I . . . . . . . . . . . . . �: . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 h' , ,. F 1 ............................ ............................ ............................ ..... ...................... ............................ ............................ ........I................... ..........I.......I......... .............. ...I........................ ............................ .................... ..... .............................. ............................ ..................... ............................ ... ..... o f >.. . . . I.. . . . . . . . . . . . . . . . . . . . . 35 „ ` ,I 135 Avg 3:6 : . . . . . . . . . . . . . . 8. . S. . . :. . . . . . . . . . . . . . . . 4 . .HDP� SD - '$�QRE' VARIES: 24 CPEP SD C� : : . : : . . . . . . r.., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w ..... ............. .................. ................. ...........71..7.J'..LF..0...5:.8.T%...............................I....................... , .......... ................ ................. ................ ................ ................ ................ ................ .............I.. 104:68F. . . . . . . . . t.. ` so . . . . . . . I . . . . . . . . . . I . . . . . . . r�' . . . . . 23613 7 ; . . . . . . . . . . . . . . . . . . . . . . . . . ' 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R8 80 c ....R i i ! i .............................._ �L LAND � I I I EXPIRES 9/11/ v/ 1 +00 2+00 3+00 4+00 RECOMMENDED FOR APPROVAL 5 ` � U I L7 JOB No. CR00004 STATIONING ALONG N 34TH ST CENTERLINE c U n v L� M GROUND PROFILE ALONG NEW STORMWATER PIPELINE (APPX) BY J 1` Y N I Cq RI N GEL & ASSOCIATES BY tl, CERTIFICATION SURVEYED: SCALE: 1988 LAKE WASHINGTON BLVD./ DATE: / / c D.RINGEL I VERTICAL: D1983/1991 n� I HEREBY CERTIFY THAT THE HORIZONTAL AND 111=20 �, 7 25 00 R LS P.O. B O X 7 42 DESIGNED:DwC FIELDBOOK: VERTICAL LOCATIONS OF THE TOPOGRAPHIC CITY 0 E ID. #986 CASCADE, IDAHO FEATURES SHOWN HEREON ARE THE RESULT OF BURNETT AVENUE NORTH _ 8361 1 A SURVEY MADE BY ME OR UNDER MY DIRECTION. CJ0002e — ABJ 7 25 of DRAWN: MDD, DWC ONE INCH DATUM R E N TO N PAGE: WA. #2 3 613 — DRAWING NO: CJ00026 ABJ 6 13 01 CHECKED: AT FULL SCALE Planning/Building/Public Works De t MT. #791 7 (208) 382-4230 Dwc, RJsp STORM SYSTEM PROJECT SWP-27-2837 IF NOT ONE INCH F.D. RINGEL L.S. 3613 DATE:5/25/00 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY J �.,,h RJS SHEET: 3 OF: D 703 00 - N n N IETRO 96" SS 13.4f AT N 34TH ST QB TYPE II 54" AVID 1929 - EASTSIDE CB TYPE I IM 77.46 - FUTURE DESIGN NOTE - INV N 72.09 (� TOP 80.42 JTERCEPTOR, KENNYDALE TUNNEL INV SE 74.66 INV S 72.18 N U LANS 1 2/62 BOTT 72.93 INV E 72.20 BOLT 78.16 RESIDENT AT #3 RO REPORTS POSSIBLE ROCK END OF DITCH INV SW 74.48 J Gt�P 80.35 TOP 80. GROUNDWATER PROBLEMS, WATER UNDER -+-J 8"W TYPICAL 3' BURY INV NW 74.48 BOLT 78.02 BOLT 76,.E CRAWLSPACE. IF DITCH TO SOUTH IS FILLED SEE DETAIL DWG BOTT 70.29 WV(3) CONSIDER INSTALLING A PERFORATED PIPE IN 20 10 0 20 40 60 7. 25' 8"W DEFLECTED UNDER fY - LEC= CB TYPE I IT TO AID GROUNDWATER DRAINAGE. '3OLT-7 0 s 24" CONC. SD EST IE CB TYPE I 24 CONIC STORM PIPE rn' II INV NE 75.20 TOP 7'6.52 HATER PLAN W 27-2305 � INV NE 78.s8 SCALE IN FEET � 25 I BOLT 74.�WV(3) (STORM EST I E 72.9 f) INV 9„W - 3' BURY (TYP). INV SW 77.91 ti 1. ° 'no � .A ^� �� PLAN WTR-27-2305 INV N 73.38 BOTT 74.22 I BOTT 77.11 74.23 I o �!� INV S 73.97 25' 25' CITY OF RENTON CONTROL NETWORK d 74.01 .N Z I CB TYP42 BOT 72.59 CB TYPE I VERTICAL CONTROL DATUM �T T INV E 71.06 ` tBOLT iHSE 3310 I I I 4 12 I 3RD ORDER, 1st CLASS INV W 70.62 JP OF 4 I NV NE 77.8 \ I I V I INV S 77.86 NAVD 1988 W FILL DITCH TREES TY I �,� INV W 77.58 HORIZONTAL CONTROL DATUM OP 9.66 BOTT' 77.17 PLUG PIPES (4 LOCATIONS) INV N 78.Ot z'� I I 2ND ORDER, 1st CLASS Mac END OF FILL INV 74.32 S1.AI+ID ,. (,.: DWY CONC INV S 78.1t � `• .� FILL DITCH BETWEEN CB# 7A-7B NAVD 1983/1991 CB# 5A ""-"" BOT 75.91 I ROCK END OF DITCH _ 12"CONC SD /r I ,F - _ C # B 7 SEE DETAIL DWG �g \ LEGEND - -ASPH orw X - ASPHAIT GRAVEL I CB# 7A �- -----=-- - - WM El WATER METER $ INV 78.73 N 6"W (ASAN) FH �? FIRE HYDRANT If '- _ - - - c H b I. ? �' I w"�F LANE STRIPE 0 IN TOP WV ® WATER VALVE I C B# 5 24" - a f- W WATER LINE _. I CB# 0 - - 24"- - - _ GV ® GAS VALVE �J 12"CONC SD STORM DRAIN LINE i G G - 24• - -z. WM 2 PE IP �' ASP H TT SHOULDA C B CATCH BASIN CB 6B CB 7 + iI1iE LANE S CONC CONC # - _ _ I vat SANITARY SEWER LINE - - - -- �s----.._ _ _ ce TYPE a ae -- _ - SSMH SANITARY SEWER MANHOLE CB TYPE II 48 N -- --- I - - - - - EMOVE ASPHALT CHUTE G GAS LINE INV E 70.46 I I GRASS -i i _- - INV N 73.92 Nr INV S 70.55 I r'' -r - - - INV E 76.92 "' f- pow B 0 MAIL B O X M INV W 70.48 I -- ----- � --- , -- _. I REBUILD 3" HIGH ASPHALT CURB INV S 74.0f-- -- - - - - - - - _ r+7 x x FENCE BOTT 69.81 I I I -.___� RE cx �.,+; I I ROM STA. 4+05 TO 6+00. INV E 72.4� I' BOTT 72.92 -� � POW VLT � POWER VAULT EL. 74.0 I I TIE INTO EXISTING CURB. INV W 72.3. I I REBUILD EXISTING ASPHALT CURBS w w -- N • I - I WHERE DISTURBED. I I JGP Of UGT UNDERGROUND TELEPHONE W cn I TY II 4 33u I I I POOSG B UGP UNDERGROUND POWER � p RIM 70.63 PLUG-- '� ~ � j INV W 66.68 5 s PLUG EX. PIPE --o STREET LIGHT -.�� o ° I BOTT 63.34INV 86 I I (2 LOCATIONS) I B U R N I MIC ® MONUMENT IN CASE N o I � � u3 ,2' -� E T T A �/ E . S SIGN u z w z w z I EMOVE ALL ROCK IN AND AROUND Li w I o I LJ Q 3 g GRASSY .tl DITCH TO A DEPTH OF 2 FEET. 25' I 25' I 12' I TJB TELEPHONE JUNCTION BOX >o U o w _ ,I g sp Lr FILL DITCH WITH SOIL AND SLOPE TREE � � o w o � I GRADE LEVEL WITH EX. GROUND. w I j � > F- z NOTE B: t D CB# 4 / - o w g CONTRACTOR RESPONSIBLE FOR ANY I I I EDGE OF CONCRETE BASED ON SURVEYORS MEASUREMENTS - pESEW�� I- ,', �, � DAMAGE TO ROCKERY WALL. j AOCATIOt. I�PPX. w � � � . DURING LAKE WASHINGTON BLVD. REBUILDING PROJECT - --- 0 � Y - �- BY CITY OF RENTON TRANSPORTATION DIVISION 1996 t - SIDESEWER Q p U ? m Z IJ-- !I `i U I - " I GROUP OF 4 I I _ m 24" DEC DEC TREES " i �1 i I Q I r TREE PLAN VIEW - 1 "=2O' 3+00 MATCH LINE TO SHEET 3 4+00 5+00 6+00 NOTES: .................................................................,.,,..,,.,,,,,.............. ........,....,,,,,,,,,....,.............,...,........,,.......,,,..,,,..........................................,.,.....,............. 90... . . . , , . . ( , . , . . . . . 1.... . . . . . . . . . . . . . . . . . . . , . . . . . , , . I . . . . . . . . . �... . . . . . , . . . . . . . . . . . All Type 2 CB's Shall Have Solid Locking Lids. . . . . . . . . . . . . . . 3+15:54. . . . . . . . . . . . . . . . . . T 9 1 4+56. 6' 5+83 65 4 .... CB' :6..7YP :.2:.48.... CB' 7 TYPE 2 '48" 223 LF 24"` CPEP SD 2. Type 1 CB Profiles Are Along Pipe Lines. . ....... ................. I.CB#..5_7PE.:2_48::.: .....,,,,...,.... ......, ....... .. .. #. E ......,, ......... #..::.:: ..... ......... STA. ' 5'RT' 3. All CB Grates Shall Be Set 0.1 Feet Below STA. '5' ' RT . . STA T. . : . , . . . . . �► . . . . SOLID- LOCKING• -LID SOLID LOCKING LID. . SOLID LO �CaNG LID . . . . . . • • • • • . . • . . . . . . . • . • • • . . . • • • • • • • • . Adjacent Ground Level. . : : . . . . . . . , . . . . . . . I . . . _ . . . . . . . . . . . .........:..:...: :...:..:..:... .......... :...:..:..:. - :..:. :...: .:.::::' ' ::: . . . . , . . . . . , . . . . ........ ...4. ..1..7: . .. . ...:. . 4+616 24 RIM :::.:.EL.. I .f�IM:.::E:L..� 76�� F�I� EI_ � 77.46. .,... :::::. ., •. ��::$0.47. . 4. Field Adjust Type 1 CB's To Locate At Low Points, 8,5;, . , , . . , , _ ; :CB '6A TYPE ' 1 : : . :": = I . C13 6B: TYPE . 1 . . 24" 'S ' IE 74. i: • . , . . , . 85 24 . :S :IE ' >< : 70.551: . . . . . . . . . . . . . . . . . . # :2.4 S' It � . . . . . . . . . . . . . . ?�� . . . 02 . . • . • • . . ' .. .. l 'T2.1$' " In Flow Lines, And To Clear Existing Utilities. 4„ I _ STA: 'Q' 9: .RT 4.,,. N. E= STA. 10 RT . . . . . . . . . . . . . . . . . . 24. . N . IE:_22 73'.92 9 . . :W : E= .Z0.4 2 : . . . f . ? 7.2.09 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,,.. . ............................. ................. .VANED GRATE VANED: Gf�ArtE ..............,. 12. :.E..I E:: '76.92 <...1. . ;E...I _ 7.Q.46. . 2,4 E'•'CE.-. 72.20 . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 76.;4.1: :RIM: EL=7 . . . . i ;, ' I I' RIM . :EL:= .7 7.7.34: . . . . . w 12 SW E 74.48 . 12 'N I E 0 : : : ; : . . . . . . . . . . . . . . . . . . ; 74.66: :1:2. . a: I'E :7, � . . . 1.2�, ; -c�: . . . . -. : 75.20: . . . . . . . . . . . , . . . . . . . . . . . , . . . . : : . : : : : : : : : . . . . . . . . NW' I 74. 8 .................. ........................... ......,... .. .....,,,.,,,,.,,,,,......... .................. ..........>............................: ............................ ............................. ............................ ...•.................. ... ........... ............................ ....................... ............................ .........I.............. ` : , . , : ,'. . . "'' . . . . • . ."i: . '`' . . . • . . . . . . . . . . . . . . . . . . . . . . . "i' . . . . . . . . . I" . . . . , . 8a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 .6. W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :1 E- 76.8 . .G? .EST . . . . :0. . . . ................ ................ ......... ...,,,..,.,,.,. ........., ................. ............... G. ..,............,, ............... ...... I"W I'. +7'8'.44 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . :vi . . . . . . . 9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :0. . . . . . . . . . . CB#7B :TYP:E: :1L. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I'...... .................... : :.. ......... :.:.: T RT I.. I ......... ..... 75.1 , . , , . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . F 75 G . . . . . . . . . . . . . . . . . . . . . . . . . . ,�• � VANED ;GRATE RIM: ELr$ 81 .03 . . . . . . . . . . . . . . . . . . . . . . . . . . ,�., _ . .....,.....• ......... ............... ................. ... .......... ................. .......... . . � . ...................... ...................................................... NE fE _7.8.68..... ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8', SS1v 1 li . IE' 72.3 . . . . . . . . . W IE 77.91 . . . . . . . . . . . . : : : : : : : : : : : : : : : : : : : : : : : : : : : : ; : : : : : . . . . . . . . . . . 12"LF 1'Z CPEP' SD' 6"1-.0% ' E�ti . . ....... •I..............•.•............... .....,.,,...............,,,,,,.,,I.,,...........,.,............,.,.'••.....,............... ...... ... ..........................,. ........................... ..,,,.,,.................... ... ...................,..., ..................... ...................... ............................ ...........................: ..........................., .,.......................... ............................ .................... .. ........... - - : : 70.1. . . . , , . . . . . . . . . . . . . . . . . . . . 801 _ - -"� . . :'80. . . . . . . . . . . . . . , , , , . EXISTING WAFER' SERVICE !37 L.F.•L�F �12 CPEP �SD �® 1 .0%� . . . . .(CITY :TO,RELOCA.TE :................... ............•,,,,, ................. ..... .............. ................. .... ................ DU'RINC''CONSTRUCTION� . . . . . . . , I. : : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . 78.73, CK D I: . I . I . . . . , . . . :ADJUST E. T0: 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :8„'w` . . . . .. .... ........... .... ........ ........... ... ............................ ..........................., ............,...........,... ............................ ........I........... .......".................,,. ...................... ...... .. ..... sq . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , , , , . , . . . , , , . . . , . . , . , , . . . . . . . . . . . . . . . :........................ . . w . . . . . . . . . . . . . . . . . . . . . . . . . . . I '�s7 •DITCH _ 1'41' LF 24" CPEP' �D' � 127 'L1 ' 24' 'CPEP 'SD: 3+7 °b . . . . . . . . . : '1 2. ,CPEP :SD M :I: . . , . 13.48 LF . . . . OL2 I . . . . . . 16• "CREP•. SD ZI: Gz+ .......... ............ .... �.... 1:3 ...... ................. ................. ................ ........� ....... .... ......... j'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '� v. . . . . . . . . 12.57* LF 6.92% s 0 E� ? 1.2 . PPEP: SD: R s ` I `• .. .... ..... .. ... .. s � � 7 � i� � 23:34...tF.......�...2:839� L LA1`1 CB#7A TYPE 1 L I RECOMMENDED EXPIRES 9/11/ d( 3+00 4+00 5+00 6+00 7+00 JOB No. CR00004 STA. 5+83, 19 RT S - 1 v ( � SOLID LOCKING LID FOR APPROVAL 1 STATIONING ON BURNETT AVE N. CENTERLINE RIM EL= � 80.70 BY " GROUND PROFILE ALONG CENTERLINE 12 - NE IE = 77.84 5 U R��� R N GEC 8c ASSOCIATES 12 W IE= 77.58 BY N 18 S IE=� 77.86 3 E CERTIFICATION SURVEYED: SCALE: DATE: D.RINGEL VERTICAL: NAVD lsae 7 25 00 I HEREBY CERTIFY THAT THE HORIZONTAL AND .1 HORIZONTAL: NAD 1983/1991 �� LAKE WASHINGTON BLVD./ / / RLS P.O. BOX 742 DESIGNED: 1 -20 - - CITY OF VERTICAL LOCATIONS OF THE TOPOGRAPHIC DWC FIELDSOOK: ID. #986 CASCADE, IDAHO FEATURES SHOWN HEREON ARE THE RESULT OF DRAWN: REN TON BURNETT AVENUE NORTH PAGE: A SURVEY MADE BY ME OR UNDER MY DIRECTION. CJ00026 - ABJ 7 25 01 MDD, DWC WV WA. #2 3 61 3 83611 ONE INCH DATUM DRAWING NO: c,I0002s AS-BUILT ABJ s 13 01 CHECKED: AT RJS AT FULL SCALE Planning/Building/Public Works Dept. STORM SYSTEM PROJECT SWP-27-2837 MT. #7917 (208) 382-4230 C NOT ONE INCH W r..,,• F.D. RINGEL L.S. 23613 DATE:5/25/00 N0. REVISION B� DATE APPR APPROVERJS SCALE ACCORDINGLY SHEET: 4 OF: 5 0 0704 .- __F co N __0N 1i N-) N 20 10 0 20 40 60 4-i Z Cn SCALE IN FEET I* a CITY OF RENTON I [.1-11-11 HSE 902 T L 0 W I CONTROL NETWORK , __J 11 0N � VERTICAL CONTROL DATUM 25' 25'� I REMOVE OLD CB IN 3RD ORDER, 1st CLASS 12 3 I P CB TYPE I I NAVD 1988 RIM 92.23 I REMOVE OLD CB. CB TYPE t aB TYPE I � INV E 90.15 1 HORIZONTAL CONTROL DATUM d- FORM ASPHALT CURB INV W 90.00 HSE320? 25, 25' 2ND ORDER, 1st CLASS INV E 87.65 NV S 87.58 ,, 0- / BOTT 88.98 FOR CB# 8A INV W 87.57 NV SE 87.36 0 (i / LFILL DITCH BETWEEN PIPE I I NAVD 1983/1991 NV E 87.63 PLUG PIPES 4 LOCATIONS Z WMH �Iv N 87.2 i `V ( ) ------- -- PLUG AND NEW INLET ICJ BOTT 86.95 81 I o , ` B# I9B ROCK END OF DITCH HSE #90 ROCK END OF DITCH I �16 V) I ; 1 RIM 10 .16 W I i F CB TYPE I � Q 1n 1 � . I SEE DETAIL DWG CB TYPE I 1 I LEGEND = SIDESEYYER STUB (RUNS TO ° "�' ",". "". "''''°• v IM 9 .03 LID I SEE DETAIL DWG ;� �? I TO t01. TOP 98.44 01 0 1 INV S 99.82 U� LREMOVE 12 SD- " 86.87 Q - n INV Ef 89.08 INV S 96.56 REMOVE 12" SD tja I INV E 99.74 H _ INV 92.9 0 INV N 99.35 SE #903 W M ❑ WATER METER INV S 89.08 INV N 96.40 T � f::=L,u , �+*ter. v r'uGL3 FENC INV WI 89.03 l 8 BOT 99.15 I BOTT .08-- - - _ L "`----+k _ G FH FIRE HYDRANT 12"CONC O F__ ) DITCH `~ - -- - - - - - - -- 1. ® WATERVALVE__ _.._ _.._ ..__° o-ooc,� _____-_� , ._- :..a..,� `n - - - - 11w 99.79 _._ - I W ,. .::� r...,.TOP -_____ AI�AN C B# 8A # g =�'---- -�__ �Ir 12"STEEL s c TYPE I' , - - --- - - - W WATER LINE 12"C ONC 5D GRASS ` -�-�` - � RI 101,40 � i2"GONG SO �/ `� �-��� G GAS VALVE _9*2 6 ABAN IN S 98 95 CSC INV 102.23 V - N WHITE LANE ____._.__, N GAVEL I IIN E 98.7sOF 12"C 0 N C S D STORM DRAIN LINE n ^ ; . _ : GRAVEL 6 '�E STRIPE 8 .- - -- _ _ c B# 1 oA IB 97.75 �``-_ '_---- s„w� CB CATCH BASIN = 18" - ----- _ __ _ - _ _ - SS SANITARY SEWER LINE U 18 _ - `= N - 12 GSMH GAS SANITARY SEWER MANHOLE F- CB# 8 9 - Q ---- - ----- M B o MAIL B O X • WHITE LANE STRIPE ASPHALT SINGLE YELLOW IPE 96 L. N RI TYPE II 48 PP , I UGT - .. .._ C B# 10 x x FENCE INV N 84.06 7107��!5���� _._._... �.._F_ - - - -- - - INV-E >�1 - _ f TYPE 11 48" CB TYPE 11 48" UGT P 0 W V LT POWER VAULT INV S 86.91 TOP 91132 - I I- --- - RIM ; 8 - - _ - - - RIM 101.82 P I* uGT UGT UNDERGROUND TELEPHONE I BOTT 82.20 INV N 87.13 INV N 94.48 UGP OR UGT. SOLI 48}•37 I I INV E 87.53 � � - - INV E 98.08 � cRAsS U G P UNDERGROUND P O W E R POSSIBLE PACIFIC NW BELL TOP 90.89 WV( TOP 91.0 I INV S 87.23 \ POSSIBLE BURIED GAS, TELE 90TT 9-7.49- WV +S _ I -�-o STREET LIGHT SAGE LINE. LOCATION APPX, BOLT 88.31 BOLT 88.4 BOTT 85.42 ON THIS SIDE. REBUILD EXISTING ASPHAI T CURBS � - - ___ I 1 I I I WHERE DISTURBED. oiTgea 36 � -+J uGT= "SAGE" PACIFIC Nv� - M I C ® MONUMENT IN CASE F, CiINi t V (� BELL SAGE LINE. fNV E 9 I ->?- E E . 1 N > HSE #3301 � � LOCATION APPX. I I I INV W 91.54 wM I S SIGN I 12' I TOP 100.01 TJB TELEPHONE JUNCTION BOX 12' I -� I I 25' I � I I 25 I � 25' I B U R N E T T I I T . -� II TOP E O_10X 5101.82 I 18" N IE=� 94.48 12" E IE= 98,08 r-- NOTES: I CB# 9 TYPE 2 48" 1 . . . . . 1. All Type 2 CB's Shall Have Solid Locking Lids. 7+00 8+00 9+00 10+00 " " " 11 +:00 : " " STA. 8+35 5' RT • • • • Type 1 Profiles CB ro les Are Along ... . ......... . ...... 2. Pipe Lines. 8+06.87 1 . 9 P 10 . . . . . . . . . I . . . . . . . . . 1 . . . . . . ,;'I' . . . . . . . . . LID LOCKING • L•ID. . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . , . . . . . I... . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.�• CB# 8A TYPE 1 I CB# 8TYPE :2 4$ 00 All CB Grates Shall Be Set 0.1 Feet Below ISO . . . . . . . . . . R:IM : EL .T . :9:1:28 . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . Adjacent Ground:' : . T l . . . . . . : : Level. . . . . . . S7A. tom„ 19 R7 . STA. 8 : 5 R J ... ..........8....N..lE- 7..1. ..... .. .............. ................... .................. .......I......... ................. „ VAi�'ED":GRATE ...... ...... SOLID LOCKING LID ... ...... „ „ $� 8 3 ......I........... ................. .......I......... �B t3 . . . . . . . . . . . . . 18" . I _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . # . _ _ . . . . . . a , F, :8:7:.23 . I . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . 4. Field Adjust Type 1 CB s To Locate RIM EI_ 90.47 • RIM. EL . : 90A.1 . , . . , . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v ' J YP t At Low Points, _ , , • , • . 12; : E IE� . .8;7,.53 . In Flow Lines, And To Clear Existing Utilities. 12 E lE-B 87.65 18 S IE-B�ti 86.91 :12'. :w. . . . g ,,,,,....:................. ............................ ............................ .................I.......... .... . ..... ..... ...... ......:. .... ... .. ... .. ..................I.......... ... i„ I.. T . . . - 12 W JE .8757 24 N IET 9rJ.;. g0 8 .05 I ? NOTE:• OONT.ACT F UGETi SOUND•6NEROr . . . . . . . . ST 5 . . . . . . . . . . . . . . . . . . . I , . , . . . . . . . . . . . . . . . . . . . . . . . . . . , . . , 1.2 . E. : IE= 85..7.1 . . . . . . . . . $� TO' REVISE' GA'S' LINE (I 'NEEDED). FE...96.�... y. . . . . . . . . . . . . . . . . . . . . . . . . . . , I. . . . . . . . . . . . . . . . . . I...I....:................. .() ..1.�. ... .. ..........1.I.:....................:..I...I.............:....................:..... ..............:....................:.... ...............:....................:...I I...I...I...I'll:....................:1..I................:............I I........I.......... .:..............:......I........I I................ ..:......I I..1.I.......:: E X .12,,. D . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8"; SS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 1...... . . .................................... •, ..........I..... ..,.. : : : ... .......................... .. ........ .. .. ............................ ... ............................ .,...... E '9 5' I . . . : . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . 9'01" ..85" I ' " " " ' I " " " " I " " " 90 NOTE - KEEP MINIMUM OF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I: , W(,A AN ;G "EST.. . . . . . . . . : . . . . . As . 3" BETWEEN 8" WATER AND .I• I I : I: 12-18" DI STORM PIPE. PLACE ENSOLITE OR NEOPRENE 8> w. . . . . . . . . . . . . . . . . . . . . CB#: :10A: 1'RE: . . . . . . ENE PAD i0 86.'1'•�SY' ..... I......... ...... .............. .. ... „ :'.,,, . . . . . . . . . . . . . . . . . . . . . . .() . . , . , . . . . . . . . . . . . . . . . . . . . . . . . . (MIN 2 THICK) ON TOP OF 8" WATER, CB#. 9A TYPE 1• . . . . . . . . . . . . . -:. STA..' .10+7 , . l8 LT :1, . , DI: :S:D: 3 - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . COMPACT BACKFILL VERY WELL. SEEJOTE . . . . . :S7A.: :8:+�7.,. 18 8 . 'LT: . . . . . . , . VANED ' GRATE; 4 ......... 9':.......................... i SO'LID L'•OCK'ING LID. I REM EL. =101 .4SAME 23:9 L ..�:.7.:76 0 ....................... .................... ,.,, . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _. _. . . . . . . . . . . . . . . . . . 85 ;R-IM. E.l D, 92:03---- ----;---- �.2 E. .1.E._ ...98.78 . . . . ;B,,. SS . . . ,, . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . ,:, . „ . . . .12 E • IE- 89..b8: . . . . . . . . . . . . . . . I . . . . . . . . 12 W I:E ;382I 98.68: . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . It '8:4.3: 1 . . . . . . . . . . . . . . . . . , . . . . . . . . . - - I ....... ................. ... ,. ..... .. ... .. . .. I............ .. ... ....... 1. l ..............I.. ES'T 2.. .W E:r 89.. CB# 9•B:•T`YPE 1 ...... ...1,2 ...S.'.I.E... f9.8..95.�. . . . . . . . . . . ,f - �, . ';• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . I . . . , . . . . I .. . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . 12. .S . IE= 89.08. STA. 8+40; 42 LT . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . .I . . . . . . . . . . . . I . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . I . . . . . . . . . 8IX, . . . VANED :GRATE: . . . . . . ........................... ............................ 1. T. ... ........................ ..........................I. ....... ......I........I.....I...... ............................ ......... ...................... rE...B+ . 5 Rlivt •EL•� . 92:23 . . . . . . Sa' 1.oa' :SEE NOT . . . . . . . . E 1.2 E I E 90.15 . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . I . . . , . . . . . . . . . . . . I ....... ...........I...I. ...........I..... ................. ..........I...... ................. ................. ... ........... ............ ,. ...I........... ...............I. .............. 1........,...,..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IE� 3E99:11 . . . . . . . . . . . . . I . . . . . . .I. I :. i i i I• i i i , . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . I . , . . . . . . . . . . . . . . . . . . . I . I . . . . . . . . :� . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . I . . . . . . ADJUST AS NEEDED , , , . . . . . . . I . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . - -. .� . . . . . . , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . .8:�w : : . . : 70 .MATCH EX.! DITCH 1. ............................ i. ......... ............................ ,,., .................. .... ........... ...I... ...I...I.............,...... ...... ..... .. .............................. .>.......................... .. ............... .. >,. I.. ... ............................ ................. '... ,i. ;.. i.. ;.. i................................i......... ,.. 75. . . . . . . . . I . . . . . . . . . 1223 •LF• .24 : CPEP SD 90. . . . . . 90... . . . . . . IE= 90.22. . . . . . . . . . . . . . . . . . . . . 95 . :i ...9c . . . . . . . . . . . . . . . . I . . . . . . . . . . . . X....�. : . . . . . . . . . . . . . . . . . . . . . ® 4:50% IN • ADJ UST AS NEEDED . . . . .ET . . . 12" :CPEP: SD o I :20.00 LF 0 1.65�G ........7.0. .Iv1ATCH. �EX...DI.TCH................. ...... 1..............I. ................. . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . I . . . . . . I' . . . . . . . . . . . . . . . . . . . . . . . . 12 DI SD ,b. . . LU . . . ,0: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :SEE DOTE. . . . . . . . . . . . . . . 20 ;�F; :12• GPPD 1 CK D : : . : : : : : : : : : : . . . : : . : . : . . . : : . : . . . . : : : : : : : : : : : : : : : : . .8..w . . . . . . . . . . . . . . . . 12 ' ' CPEP •SD . . . . . . . . . . . . . . . . ® 5.7% . . . . . . . . . . . , I: :22.1 > LF .®: 2..7:17E . . . . . . . . . ...........I................. ............................ .........I.................. ..... ,, ... .:73>s' - ..F ! E T................ . ........ ... ,,.......0 11�c , . . . . . . . . . . . . . . .23 IF. 0.4.00� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . C� . . . . . . . . . 1;2 ;DI SD ; :SEE. NOTE. . . . . w r :.:.:.:.:.:.:.:.: :.:.:.:.:.:.:.:.: :.:.: :.:.:.:.:.: . . . . . . . . . . . . . . . . . . . . . . . �. ................ ..............I.. ....... ................. ................. . ,, �................... 29 LF 18';.'p.l..Sp. . . . . . .�.:6 •7� . .1$. ; CPEP S.D.Q.. 5 , : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .fit 241 .1:0 :LF: :3.01�. . . : , . : : : : : : : : : : : : : : : . : : : : . : . . . : : . : : : : : : : : : : : : : : : : : : : : : , : : : : : : : : : : : : : 23613 s �E� a�° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ®' 0-779. . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . STE$ ...........................................................................................................,........................ .......................,.,.,.,....,............................................................................................................................... I _................................. r. �� � �j� .�.. .�.. .�.. L EXPIRES 9/11/ Ci 8+00 9+00 10+00 11 +00 RECOMMENDED _ U ' JOB No. CR00004 A 5 FOR APPROVAL L-T PO STATIONING ON BURNETT AVE N. CENTERLINE BY _ S V x v Er N I 11 0. R N GEL & ASSOCIATES BY - 0 € CERTIFICATION SURVEYED: SCALE: DATE: N HEREBY CERTIFY THAT THE HORIZONTAL AND D.RINGEL , HORIZONTAL: NAD0 1988 1983/1991 �► LAKE WASHINGTON BLVD./ 7/25/00 i�lRLS � P.O. BOX 742 DESIGNED: 1 -20 �% �.�- CITY OF BURNETT AVENUE NORTH VERTICAL LOCATIONS OF THE TOPOGRAPHIC DWC FIELDBOOK: ID. #986 CASCADE, IDAHO FEATURES SHOWN HEREON ARE THE RESULT OF 1 RENTON PAGE: DRAWN: 8361 1 A SURVEY MAD BY ME OR UNDER MY DIRECTION. CJo002s - ABJ 7 25 01 MDD, DWC ONE INCH DRAWING NO: WA. #23613 � DATUV CJ00026AS-BUILT ABJ 6 13 01 CHECKED: AT FULL SCALE Planning/Building/Public Works De t. a DWC, RJSp STORM SYSTEM PROJECT SWP-27-2837 MT. #791 7 (208) 382-4230 F NOT ONE INCH W r...,,N F.D. RINGEL L.S. 23613 DATE:5/25/00 NO. REVISION BY DATE APPR �PROVEDR.JS SCALE ACCORDINGLY SHEET: OF: 5 5 D - 2B 5