Loading...
HomeMy WebLinkAboutLUA99-005 - Large Formatrrefs: Stephen 1=1 Date /Time Bay I BLAl) DW. a File Tht EXISTING PARCEL LEGAL DESCRIPTIONS PARCEL A: THE NORTH 330 FEET OF THE FOLLOWING DESCRIBED TRACT: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE HENRY ADAMS DONATION LAND CLAIM NO. 43; THENCE EAST, ALONG THE CENTERLINE OF SOUTH 180TH STREET (FORMERLY A COUNTY ROAD), 114 FEET; THENCE NORTH 674.78 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTHERLY, ON A STRAIGHT LINE PARALLEL TO THE EAST LINE OF NORTHERN PACIFIC RAILWAY COMPANY RIGHT-OF-WAY, TO THE NORTH LINE OF SAID SECTION; THENCE EASTERLY, ALONG THE NORTH LINE OF SAID SECTION, TO A POINT THEREON WHICH IS 881.37 FEET WEST OF THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER THEREOF; THENCE SOUTH 03° 40° 00” WEST, 730.69 FEET; THENCE NORTH 84° 34° 00” WEST 649.70 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. PARCEL D: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE HENRY ADAMS DONATION LAND CLAIM NO. 43; THENCE EAST, ALONG THE CENTERLINE OF SOUTH 180TH STREET (FORMERLY A COUNTY ROAD), 114 FEET; THENCE NORTH 674.78 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTHERLY, ON A STRAIGHT LINE PARALLEL TO THE EAST LINE OF NORTHERN PACIFIC RAILWAY COMPANY RIGHT-OF-WAY, TO THE NORTH LINE OF SAID SECTION; THENCE EASTERLY, ALONG THE NORTH LINE OF SAID SECTION, TO A POINT THEREON WHICH IS 881.37 FEET WEST OF THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER THEREOF; THENCE SOUTH 03° 40° 00° WEST 730.69 FEET; THENCE NORTH 84° 34° 00° WEST 649.70 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; EXCEPT THE NORTH 330 FEET THEREOF. PARCEL F: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT A POINT ON THE CENTERLINE OF SPRING BROOK SLOUGH DRAINAGE DITCH NO. 1, WHICH IS 1,000.27 FEET EAST AND 530.25 FEET NORTH OF THE NORTHEAST CORNER OF THE HENRY ADAMS DONATION LAND CLAIM NO. 43; THENCE NORTH 03° 49° 00” EAST 807.91 FEET TO THE NORTH LINE OF H. NELSON'S TRACT; THENCE, ALONG SAID NORTH LINE, SOUTH 89° 24’ 30° EAST 628.47 FEET TO THE EAST LINE OF SAID H. NELSON'S TRACT: THENCE, ALONG SAID EAST LINE, SOUTH 00° 13° 30° EAST 290 FEET TO THE CENTERLINE OF SAID SLOUGH; THENCE, ALONG THE CENTERLINE OF SAID SLOUGH, SOUTH 21° 34° 00° WEST 301.02 FEET; THENCE SOUTH 56° 44° 30° WEST 246.38 FEET; THENCE SOUTH 75° 38° 00° WEST 370.3 FEET TO THE POINT OF BEGINNING; EXCEPT THE NORTH 330 FEET THEREOF; AND EXCEPT THAT PORTION OF SAID MAIN TRACT LYING WITHIN THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE NORTH 87 31° 36” EAST 1,340.95 FEET; THENCE SOUTH 01° 47° 23” WEST 330.03 FEET; THENCE SOUTH 87 31° 36” WEST 260.0 FEET TO THE TRUE POINT OF BEGINNING OF THIS EXCEPTION; THENCE SOUTH 87 31° 36” WEST 460.0 FEET; THENCE SOUTH 02° 28° 24” EAST 197.0 FEET; THENCE NORTH 87 31° 36° EAST 460.0 FEET; THENCE NORTH 02° 28° 24” WEST 197.0 FEET TO THE TRUE POINT OF BEGINNING OF THIS EXCEPTION; AND EXCEPT RIGHT-OF-WAY FOR SAID DRAINAGE DITCH. PARCEL G: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 34 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE NORTH 87 31° 36° EAST 1,340.95 FEET; THENCE SOUTH 01° 47’ 23° WEST 330.03 FEET; THENCE SOUTH 87 31° 36” WEST 260.0 FEET TO THE TRUE POINT OF BEGINNING; Barghausen Consulting Engineers, Inc. ; 73 te atat 4 Aw he, A R. WILLWAM GLASSEY, P.L.S. Manager Superintendent of Records REGISTRATION NO. 28238 POR ERS GGlrO Fee Foce.g¢ 3 LOT LINE ADJUSTMENT A PORTION OF THE SW 1/4 AND THE SE 1/4 OF SECTION 25 AND OF THE NW 1/4 AND THE NE 1/4 OF SECTION 36, TOWNSHIP 23N, RANGE 4E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON S35G pee, LUA-99-005-LLA LND-30-0184 PARCEL B: PARCEL C: THE NORTH 330 FEET OF THE FOLLOWING DESCRIBED TRACT: THE NORTH 330 FEET OF THE FOLLOWING DESCRIBED TRACTS: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE CENTERLINE OF SPRING BROOK SLOUGH DRAINAGE DITCH NO. 1, 530.25 FEET BEGINNING AT A POINT ON THE CENTERLINE OF SPRING BROOK SLOUGH DRAINAGE DITCH NO. 1, 1,000.27 FEET pi OF AND 1,000.27 FEET EAST OF THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. EAST AND 530.25 FEET NORTH LINE OF THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 43; ; : THENCE NORTH 03° 49° 00” EAST 807.91 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID SUBDIVISION; THENCE NORTH 03° 49’ 00" EAST 807.91 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID SUBDIVISION; THENCE, ALONG THE SAID NORTH LINE, SOUTH 4° 30° THENCE NORTH 89° 24’ 30” WEST, ALONG SAID NORTH LINE, 252.9 FEET, MORE OR LESS, TO A POINT SUBDIVISION; : : Ne See ee en en ae WHICH LIES 881.37 FEET WEST OF THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST THENCE, ALONG SAID EAST LINE, SOUTH 00° 13’ 30” EAST 290 FEET TO THE CENTERLINE OF SAID SLOUGH; QUARTER; eee THENCE, ALONG THE CENTERLINE OF SAID SLOUGH, SOUTH 21° 34’ 00” WEST 301.01 FEET; THENCE SOUTH 03° 40 00° WEST 925.69 FEET TO THE CENTERLINE OF SAID SLOUGH; THENCE SOUTH 56° 44° 30” WEST 246.38 FEET; THENCE ALONG SAID CENTERLINE OF THE SLOUGH, NORTH 64° 32’ 10° EAST 184.71 FEET; THENCE NORTH 73° 26’ 00” EAST 70 FEET; THENCE SOUTH 75° 38’ 00" WEST 370.3 FEET TO THE POINT OF BEGINNING; THENCE NORTH 63° 10° 00" EAST 30.52 FEET TO THE POINT OF BEGINNING. EXCEPT RIGHT-OF-WAY FOR SAID DRAINAGE. DITCH. PARCEL E: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, DECLARATION RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, THIS LOT LINE ADJUSTMENT IS MADE WITH MY FREE WILL AND CONSENT AND IS THE GRAPHIC DESCRIBED AS FOLLOWS: DEPICTION OF MY WISHES TO ADJUST THE PROPERTY LINES AS SHOWN HEREON. | DECLARE THAT | AM THE FEE SIMPLE OWNER OF THE LANDS SHOWN HEREON. BEGINNING AT A POINT ON THE CENTERLINE OF SPRING BROOK SLOUGH DRAINAGE DITCH NO. 1, 530.25 FEET NORTH OF AND 1,000.27 FEET EAST OF THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 43; THENCE NORTH 03° 49° 00" EAST 807.91 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID SUBDIVISION; ZELMAN RENTON, L.L.C. THENCE NORTH 89° 24° 30” WEST, ALONG SAID NORTH LINE, 2529 FEET, MORE OR LESS, TO A POINT =f ZELMAN INDUSTRIAL PARTNERS, INC. WHICH LIES 881.37 FEET WEST OF THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST MANAGING MEMBER QUARTER: ' THENCE SOUTH 03° 40° 00" WEST 923.69 FEET TO THE CENTERLINE OF SAID SLOUGH; ds THENCE, ALONG SAID CENTERLINE OF THE SLOUGH, NORTH 64° 32° 10” EAST 184.71 FEET; its: Wi ; a THENCE NORTH 73° 26’ 00” EAST 70 FEET; THENCE NORTH 63° 10’ 00" EAST 30.52 FEET TO THE POINT OF BEGINNING; EXCEPT THE NORTH 330 FEET THEREOF; AND EXCEPT THAT PORTION OF SAID MAIN TRACT LYING WITHIN THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, STATE OF CALIFORNIA Ss RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; COUNTY OF LOS ANGELES : THENCE NORTH 87 31’ 36” EAST 1,340.95 FEET: | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT 4 Coan THE THENCE SOUTH 01° 47' 23” WEST 330.03 EET; PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HM SIGNED THENCE SOUTH 87 36' 36” WEST 260.0 FEET TO THE TRUE POINT OF BEGINNING OF THIS THIS INSTRUMENT. OM SaiH STATED @)HE WAS AUTHORIZED TO EXECUTE THE iNSTRUMENT EXCEPTION; AND ACKNOWLEDGED iT AS THE OF ZELMAN RENTON, L.L.C. THENCE SOUTH 87 31° 36” WEST 460.0 FEET: TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES THENCE SOUTH 02° 28’ 24” EAST 197.0 FEET: MENTIONED IN THE INSTRUMENT. THENCE NORTH 87 31° 36” EAST 460.0 FEET; DATED THIS_@@ DAY OF dug. 2000. THENCE NORTH 02° 28° 24” WEST 197.0 FEET TO THE TRUE POINT OF BEGINNING OF THIS EXCEPTION; AND ACKNOWLEDGMENT EXCEPT RIGHT-OF-WAY FOR SAID DRAINAGE DITCH. NOTARY PUBLIC IN AND. FOR THE STATE OF CALIFORNIA . ON A aay ele ll Samal €4,977 9S PARCEL K: PRINTED NAME ? COMMISSION EXPIRES 2-1- OY THAT PORTION OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, Commutation +f /26 g V2 WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH IS 114 FEET EAST AND 30 FEET NORTH FROM THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 43; DECLARATION OF COVENANT THENCE NORTH 644.78 FEET; THENCE SOUTH 84° 34’ 00” EAST 649.70 FEET; THE OWNER OF THE LAND EMBRACED WITHIN THIS LOT LINE ADJUSTMENT, IN RETURN FOR THE BENEFIT THENCE SOUTH 04° 37’ 00” WEST 170 FEET; TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE THENCE NORTH 84° 34’ 00” WEST 470 FEET; BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS LOT LINE ADJUSTMENT TO ANY AND THENCE SOUTH TO THE CENTERLINE OF SPRING BROOK SLOUGH DRAINAGE DITCH NO. 1; THENCE SOUTHWESTERLY ALONG SAID CENTERLINE TO A POINT EAST OF THE POINT OF BEGINNING; THENCE WEST 130.86 FEET TO THE POINT OF BEGINNING; EXCEPT RIGHT-OF-WAY FOR SAID DRAINAGE DITCH NO. 1; AND APPROVALS ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS LOT LINE ADJUSTMENT. EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 81-2-08117-7 ZY Auguet PARCEL M: THAT POINT OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH IS 114 FEET EAST AND 30 FEET NORTH FROM THE NORTHEAST CORNER OF HENRY KING COUNTY DEPARTMENT OF ASSESSMENTS ADAMS DONATION LAND CLAIM NO. 43; THENCE NORTH 644.78 FEET; 6 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, DATE SURVEYING, ENVIRONMENTAL SERVICES CHECKED BY: RWG JOB NO.: 5911 PROJECT NO.: a THENCE SOUTH 84° 34’ 00" EAST 649.70 FEET: EXAMINED AND APPROVED THIS 22° DAY OF Ae 9e.57 _, 2000 THEN T 31 T 460.0 FEET; pate =" i oe eee en ae oe ais Cir (ean Ga, THENCE SOUTH 04° 37° 00" WEST 170 FEET TO THE TRUE POINT OF BEGINNING; a THENCE NORTH 87 31° 36” EAST 460.0 FEET; Te a ee ee ee Seore Mobk Chics tAnsl THENCE NORTH 02° 28° 24” WEST 197.0 FEET TO THE TRUE POINT OF BEGINNING. THENCE SOUTH TO THE CENTERLINE OFS 'RING GROOK SLOUGH DRAINAGE DITCH NO. 1; ; oe Sa THENCE NORTHEASTERLY, ALONG SAID DRAINAGE DITCH CENTERLINE, TO A POINT WHICH BEARS SOUTH 04° 37 KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR PARCEL O: 00” WEST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 04° 37’ 00” EAST 23 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; ACCOUNT NUMBER “5S XSOY . Go TS a as ¢- 709d 7055 THE SOUTH 15 FEET OF THE WEST 1341.56 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER . Chie & Saif as Az2 7 AND THE SOUTH 15 FEET OF THE EAST 196.64 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, EXCEPT RIGHT-OF-WAY FOR cacid é coal Pa. 2 ee ee ALL IN SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON. nwiet NE" Fo-1F-0 i , INDEX DATA _— RECORDING CERTIFICATE: LAND SURVEYORS CERTIFICATE: 18215 72ND AVENUE vidaiiiale Ls (- SW 1/4 AND SE 1/4 SEC. 25 AND NW 1/4 Recording No eZeceu ¢2epooues C ak) NUE SOUTH = |} AND NE 1/4 SEC. 36, T.23N., R.4E., W.M. ecoraing No. e«< This map correctly represents a survey made by me or under my rN \) KENT WA 98032 7/18/00 Filed for record this 28 day of “<< 2000 at 2:5 7 direction in conformance with the requirements of the Survey Recording . ‘7 y 2 ’ SURVEY FOR 0 oe me ee ot Ge a ee ok he cere Act at the request o , LL.C., in JANUARY, 2000. 1 (425)251 —6222 SCALE: ZELMAN PROPERTIES COMPANY 707 WILSHIRE BLVD. SUITE 3036 LOS ANGELES, CA 90017 PHONE: (213) 533-8100 CITY OF RENTON KING COUNTY LhA-99- 005 WA SHT LINE TABLE meen LOT LINE ADJUSTMENT LUA-99-008-LLA Lt 15.00 NO1'13'34°E L2 37.00 $89°07'06"E LND-30-0184 123 36°E x 353 NSS TIE A PORTION OF THE SW 1/4 AND THE SE 1/4 OF 1 ae 7 ed SECTION 25 AND OF THE NW 1/4 AND THE NE 1/4 L7 17.76 NOW4s'07FE OF SECTION 36, TOWNSHIP 23N, RANGE 4E, W.M. id afk (acted 15.21 $01°11'17 = a ee CITY OF RENTON, KING COUNTY, WASHINGTON REC. NO. 1990929000842 ; Oe ea ee NEW PRIVATE INGRESS = — 196.64 _ Poko ee aoe PrP LA ou | AND EGRESS EASEMENT | i ‘ae ~ _ a See! ie N87°30'52 : | fe) 50 100 200 JO ne ==|5 — cf a a 2 | 4 y X ~ SSS WW Lf} - 2 Sea | a | &fh. = ea 24° EW PRIVATE INGRESS ! Daye, i — | (o9] 15°’ —= NEW WATERLINE EASEMENT —] || tN LEGEND TO CITY OF RENTON | AND ORES EASEMEN? | | | I : ; : « WATERLINE EASEMENT p=) © 10 BE SET AS CONSTRUCTION a = ao ence < ic COMPLETED ™ Rc i REC. NO. 20000204001371 ~ U SF SQUARE FEET i | re larg al ix Ae | ml, XXXX_| ADDRESS | iE ! (336,350 SF) ew > w | | : : 3 , 4001 OAKESDALE AVE. SW qr= g mena TONE : : ae ® RECORD OF SURV | | wf : & @ APPROXIMATE - 14 25° UTILITY EASEMENT «€ “| O % UNDER RECORDING NO. 8606269007 *G LOCATION OF NR THE CITY OF RENTON | ols soa ere me 8 LW 2 ge f d |. _ | ADUUsTED EXISTING LOT LINE g BEG: HO nee ND EGRESS EASEMENT| | % a Pee PARCEL C Oo .. ee a | O g S58 | (493,1704 SF) { — -— So0N cers eae ee | , + a Oe A a ae Boge re | : = = 4051) OAKESDALE AVE. SW ahs a eer = | ® OFS Ny ip : 906.52 ! e a a 8 = . | NEW LOT ! ie _= — ' | o 5a S Y S| | Lae LINE (TYP.) | . | aS \ s WwW | wont a | | 6 +: we K | ADJUSTED | f a2 at PARCEL B ! / Zé i a unity ENENT e- : (310,920+ SF) | ee Wi HE CITY OF RENTON | 9G 15” | NEW SANITARY SEWER REC. NO. rca | bo OT OAIKESDALE. AVE... SW : Zz | ss dee EASEMEN | | a = 2 eee ee \ i] ia | R | APPROXIMATE es * ‘ | engine” ike ok LOCATION OF .. ee, \ soi : S ! EXISTING LOT LINES A S File: P:\SDSKPROJ\5911\SURVEY\5911BLA22.DWG Date/Time: 08/08/2000 DETAIL NOT TO SCALE NEW PRIVATE INGRESS AND EGRESS EASEMENT NEW WATERLINE EASEMENT TO CITY OF RENTON SLOPE EASEMENT AFFECTING PARCEL K SUPERIOR COURT CAUSE NO. 81-—2-08117-7 NE COR HENRY ADAMS DLC NO. 43 FND 3” BRASS DISC IN CONC W/"X” IN CASE = : — ~ * pene: Se 4— — N 4 15’ CITY OF RENTON _j! | S87°44'40"E 4 = ROADWAY AND PUBLIC APPROXIMATE L UTILITIES EASEMENT, LOCATION = 319.65 REC. NO. TEST ROS 70 XISTING LOT UNES E Ss] * ; hl | NEW PRIVATE STORM = |g Se ee “ ae DRAINAGE EASEMENT =—ssiédG;s | nat Ee AOD REE E ARCEL DI , | =m a oe 7 ’ a wie iS (237,420 SF) see £ hts Vi Sap e WI " J = Vie foo ek. ; 1600 |SW 43rd SI} FET| se re Fie el | =|s 3 eS \e . ee a “5 ~ ANGLE 39 ime | 49: POINT eee | a / / DETAIL NOT TO ScNE \ ; | Ze NEW PRIVATE. INGRESS - = SAS| ’ AND EGRESS EASEMENT ae yy |” ae \ &y ; sf ” “yf. ‘ RV AY Js j H \F nao 1s'40te 19 4\| Aus 18215 72ND AVENUE SOUTH T 122.01" a 411 © WW SS KENT, WA 98032 @ (425)251-6222 (VISITED 9/96) . SV N88°48'43"W NEW PRIVATE INGRESS AND EGRESS EASEMENT 4 15° CITY OF RENTON ROADWAY AND PUBLIC UTILITIES EASEMENT, NEW PRIVATE INGRESS AND EGRESS EASEMENT 1684.68'(M) 1684.66'(R) SW 43RD STREET MMMIGITTAESSESS SESS So SN ty \ SW 43RD STREET _ WATERLINE EASEMENT TO CITY OF RENTON REC. NO. 20000204001371 NO1°48'07"E "890.74 N88'48'43"W 1684.68'(M) 1684.66'(R) _ CITY OF RENTON MON. #593 FND 3” BRASS DISC IN CONC W/"X”" IN CASE N 0.04’ AND W 0.33' OF SE COR NW1/4 NE1/4 (VISITED 9/96) NEW SANITARY SEWER EASEMENT IS RECORDED UNDER RECORDING NO, NEW WATERLINE EASEMENT IS RECORDED UNDER RECORDING NO. (EE, DRAWN BY SRF > © (425)251-8782 FAX 2 o é CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES OAIE 7/18/00 SCALE: F : 1 = 100 CHECKED BY: RWG JOB NO.: 5911 PROJECT NO.: > <¢ NG ENGIN vie & hwy | bevy fe yy Sat atid & 4 Shion af _ AB Oe Gale (INDEX DATA SW 1/4 AND SE 1/4 SEC. 25 AND NW 1/4 AND NE 1/4 SEC. 36, T.23N., R.4E., W.M. SURVEY FOR ZELMAN PROPERTIES COMPANY 707 WILSHIRE BLVD. SUITE 3036 LOS ANGELES, CA 90017 PHONE: (213) 533-8100 CITY OF RENTON KING COUNTY WA SHT 1=1 Stephen Xrefs: Scale: 15:11 Date/Time: 08/08/2000 File: P:\SDSKPROJ\5911\SURVEY\5911BLA23.DWG EASEMENTS AND RESTRICTIONS 1. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A UTILITY EASEMENT TO THE CITY OF RENTON AS RECORDED UNDER RECORDING NO. 7404250404, RECORDS OF KING COUNTY, WASHINGTON. (SHOWN) Lag UTILITY EASEMENT TO THE CITY OF RENTON AS RECORDED UNDER RECORDING NO. 7406170474, RECORDS OF KING COUNTY, WASHINGTON. (SHOWN) w UTILITY EASEMENT TO THE CITY OF RENTON AS RECORDED UNDER RECORDING NO. 7407190570, RECORDS OF KING COUNTY, WASHINGTON. (SHOWN) > UTILITY EASEMENT TO THE CITY OF RENTON AS RECORDED UNDER RECORDING NO. 9905200387, RECORDS OF KING COUNTY, WASHINGTON. (SHOWN) 5. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A SIGNAL EASEMENT TO BURLINGTON NORTHERN AND SANTA FE RAILWAY COMPANY AS RECORDED UNDER RECORDING NO. 19990929000842, RECORDS OF KING COUNTY, WASHINGTON. (SHOWN) 6. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A WATERLINE EASEMENT TO THE CITY OF RENTON AS RECORDED UNDER RECORDING NO. 20000204001371, RECORDS OF KING COUNTY, WASHINGTON. (SHOWN) 7. THIS PROPERTY IS SUBJECT TO THE RIGHT OF THE TRACK OWNER TO THE RAILROAD SPUR TRACKS AND REMOVAL OF SAME. 8. THIS PROPERTY IS SUBJECT TO THE EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED AS RECORDED UNDER RECORDING NO. 6073134, RECORDS OF KING COUNTY, WASHINGTON. 9. THIS PROPERTY IS SUBJECT TO THE EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED AS RECORDED UNDER RECORDING NO. 7809080987, RECORDS OF KING COUNTY, WASHINGTON. 10. THIS PROPERTY !S SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS AS RECORDED UNDER RECORDING NO. 9712512199, RECORDS OF KING COUNTY, WASHINGTON. 11. THIS PROPERTY IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS AS RECORDED UNDER RECORDING NO. 98091503594, RECORDS OF KING COUNTY, WASHINGTON. 12. THIS PROPERTY IS SUBJECT TO THE DECLARATION OF RESTRICTIVE COVENANTS AND THE TERMS AND CONDITIONS THEREOF, AS RECORDED UNDER RECORDING NO. 9904130740, RECORDS OF KING COUNTY, WASHINGTON. 13. THIS PROPERTY IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 81—2-08117-7. 14. THE LOCATION OF SPRINGBROOK CREEK IS SHOWN PER LEGAL DESCRIPTIONS OF RECORD. THE PHYSICAL LOCATION OF SPRINGBROOK CREEK GENERALLY FOLLOWS THIS ALIGNMENT. 15-16.THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF KING COUNTY SUPERIOR COURT CAUSE NO. 97—2-17988-2. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A LOT LINE ADJUSTMENT A PORTION OF THE SW 1/4 AND THE SE 1/4 OF SECTION 25 AND OF THE NW 1/4 AND THE NE 1/4 OF SECTION 36, TOWNSHIP 23N, RANGE 4E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LUA-99-005-LLA LND-30-0184 UNPLATTED | fe) 100 200 400 SW 4IST ST. OAKESDALE AVE SW THIS PROPERTY IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS AS RECORDED UNDER RECORDING NO. RECORDS OF KING COUNTY, WASHINGTON. SURVEY NOTES 1. THIS SURVEY USED THE CONCEPTS DEVELOPED IN SURVEY RECORDED IN VOLUME 50 OF SURVEYS AT PAGE 109 AND 109A UNDER RECORDING NO. 8606269007, RECORDS OF KING COUNTY, WASHINGTON. 2. THE BASIS OF BEARING FOR THIS SURVEY IS NAD 1983/1991 AS PUBLISHED BY THE CITY OF RENTON. THE BASIS OF HORIZONTAL POSITION IS CITY OF RENTON MONUMENT NO. 593, WHICH IS A BRASS CAP WITH AN "X" IN A CAST IRON MONUMENT CASE IN THE CENTER OF S.W. 43RD STREET APPROXIMATELY 35 FEET WEST OF THE CENTER OF OAKESDALE AVENUE S.W. WE LOCATED CITY OF RENTON MONUMENT NO. 1858 BY TRAVERSE AND HELD THE LINE BETWEEN SAID MONUMENTS TO BE N 02°13'36" E. 3. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA 5” ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-150-090. EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. 4. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY SHORT PLAT CERTIFICATE NO. 537467, DATED JUNE 28, 2000. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED CHICAGO TITLE INSURANCE COMPANY SHORT PLAT CERTIFICATE. BARGHAUSEN CONSULTING ENGINEERS, ON CHICAGO TITLE INSURANCE COMPANY’S REPRESENTATIONS OF THE TITLE’S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP’S ACCURACY AND COMPLETENESS TO THAT EXTENT. DISTANCE MEASURING RULLLLLLSSLILLS Tf SSX Warr ( NAY Wy << HAS CONDUCTED NO INC. HAS RELIED WHOLLY NRA) LLILILSILISISLE LL AALIIILIVISTTS 1 HITT DSI. INS @exeires 05/18/01 ( HNNNNNAANNNNNNNO SSO PPT OOTY VICINITY MAP 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES DRAWN BY (INDEX DATA . SW 1/4 AND SE 1/4 SEC. 25 AND NW 1/4 AND NE 1/4 SEC. 36, T.23N., R.4E., W.M. SRF T me lee Pia Joo SCALE: 1” = 200 CHECKED BY: RWG JOB NO.: 5911 PROJECT NO.: SURVEY FOR ZELMAN PROPERTIES COMPANY 707 WILSHIRE BLVD. SUITE 3036 LOS ANGELES, CA 90017 PHONE: (213) 533-8100 Naser: ecmcorner: rt CITY OF RENTON KING COUNTY _. WA SHT na faze 04/15/20 ! / Deote/Time: See CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE — ) oad 7 WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND UTILITY CONFLICT NOTE: -& a) REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION CAUTION: — . | DOTIATY, PURSUANT TO WAC 332~120. APPLICATIONS MUST BE COMPLETED BY A THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH ) a 6 |y : Sa od nen ae ee ee Ba teesling pope "= OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE 3 | ai [3 a sieved ie UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. . PE eee i, RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING NORTHWEST QU ARTER OF THE NORTHE AST QU ARTER OF SECTION 36, = WY) ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY si ! nl : WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE TOWNSHIP 23 NORTH, RANGE 4 EAST AND THE NORTHEAST QUARTER ep) Y) PUBLIC LAND SURVEY OFFICE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. é | 1111 WASHINGTON STREET SE FCONFUCTS SHOULD CUR, THE. CONTRACTOR SHALL CONSULT BARGHAUSEN OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, ui P.O. BOX 47060 » INC. ES ~ OLYMPIA, WASHINGTON 98504—7060 ia elie tie RANGE 4 EAST, W.M. < = QW UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR Cc AL FOR | : Cl | i Of REN | ON, WASHINGTON LL} ep) DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND L BE E YOU D CG: u call AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE a <{[ Q APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE <a oe pom : | 4 om 5 RESPONSIBILITY OF THE CONTRACTOR. 1-800-424-5555 nara | 167 a © ha ej Pr in eee Tanne: a a UJ * rr f dk UUW AsAl JUN Lc uu GT = = 7 ai eee S kag |= eo | wm ) i LEGAL DESCRIPTION: Wali} «@° | BUILDING A O o- < PARCEL A: ie NO SCALE uz GY. U6 BUILDINGC i | | 3 Z : THE NORTH 330 FEET OF THE FOLLOWING DESCRIBED TRACT: - |p net elaine eee aia MRR 11) oY | 0 SHEETC2___ I” Terie fl |] NM VICINITY MAP _ 6 THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND OF THE NORTHEAST QUARTER OF THE pe ee: : - fn -f) -- - - aon O a NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING SHEET C4 <n) ot —_- 4 A . 2 COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: | Hee - | ELYMUS : | =< = ia BEGINNING AT THE NORTHEAST CORNER OF THE HENRY ADAMS _ren LAND CLAIM NO. m4 P I] ASE 3 BO fern natwenetnnnl ory ai = | INDEX TO SHEETS < 2 THENCE EAST, ALONG THE CENTERLINE OF SOUTH 180TH STREET (FORMERLY A COUNTY ROAD), 114 FEET; | | Me & 3 THENCE NORTH 674.78 FEET TO THE TRUE POINT OF BEGINNING; O° eu BUILDING B, Lai ris : C1 OF 10 COVER SHEET s' THENCE NORTHERLY, ON A STRAIGHT LINE PARALLEL TO THE EAST LINE OF NORTHERN PACIFIC RAILWAY COMPANY ; a RIGHT-OF-WAY, TO THE NORTH LINE OF SAID SECTION; | . . THENCE EASTERLY, ALONG THE NORTH LINE OF SAID SECTION, TO A POINT THEREON WHICH IS 881.37 FEET WEST C2 OF 10 GRADING AND STORM DRAINAGE PLAN OF THE NORTHEAST CORNER OF THE NORTHWEST CORNER OF THE NORTHEAST QUARTER THEREOF; 7 THENCE SOUTH 03° 40’ 00” WEST, 730.69 FEET; aan rhe C3 OF 10 GRADING AND STORM DRAINAGE PLAN THENCE NORTH 84° 34’ 00” WEST 649.70 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. es EARTHS i —_ WIAULOGUIN) Ly (QUILL oes C4 OF 10 WATER AND SANITARY SEWER EXTENSION PLAN PARCEL B: | _ am ee ie ait THE NORTH 330 FEET OF THE FOLLOWING DESCRIBED TRACT: CS OF 10 WATER AND SANITARY SEWER EXTENSION PLAN C+ 4 Ze THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, C6 OF 10 GRADING AND STORM DRAINAGE at: RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: NOTES AND DETAILS as Cc Oo bE BEGINNING AT A POINT ON THE CENTERLINE OF SPRING BROCK SLOUGH DRAINAGE DITCH NO. 1, 530.25 FEET bs raat re: ee OF AND 1,000.27 FEET EAST OF THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. , , C7 OF 10 WATER NOTES AND DETAILS x Zz Su THENCE NORTH 03° 49’ 00” EAST 807.91 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID SUBDIVISION; Lee fy SR es Hee Sees am me “ Bt on THENCE NORTH 89° 24° 30” WEST, ALONG SAID’ NORTH LINE, 252.9 FEET, MORE OR LESS, 10 A POINT BUILDING D mc C8 OF 10 WATER EXTENSION PROFILES << 5 Zs me Se WHICH LIES 881.37 FEET WEST OF THE NORTHEAST QUARTER OF SAID NORTHWEST QUARTER OF THE NORTHEAST O inn PG QUARTER; .e THENCE SOUTH 03° 40° 00" WEST 923.69 FEET TO THE CENTERLINE OF SAID SLOUGH; C9 OF 10 WATER EXTENSION PROFILES Y S 5 O THENCE ALONG SAID CENTERLINE OF THE SLOUGH, NORTH 64° 32’ 10” EAST 184.71. FEET: : > . -~ i 2 ee a Oe \. CWOF10 SANITARY SEWER EXTENSION PROFILE, yo se oT 30.57 i ; A 2s = NOTES AND DETAILS ae WwW ® om onl 63 PARCEL C: ee i % < = pr ke ad THE NORTH 330 FEET OF THE FOLLOWING DESCRIBED TRACTS: = = “ (— uy a Zz r THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, — gs RANGE 4 EAST, WILLAMETTE MERIVIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: < Gb ge 3 BEGINNING AT A POINT ON THE CENTERLINE OF SPRING BROOK SLOUGH DRAINAGE DITCH NO. 1, 1,000.27 FEET a LL ie a EAST AND 530.25 FEET NORTH LINE OF THE NORTHEAST CORNER OF HENRY ADAMS DONATION LAND CLAIM NO. 43; =NCHMARK: Ww ro bg O THENCE NORTH 03° 49° 00” EAST 807.91 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID SUBDIVISION; NTY it THENCE, ALONG THE SAID NORTH LINE, SOUTH 89° 24’ 30” EAST 628.47 FEET TO THE EAST LINE OF SAID IY. RENTON WOMEN No Loe ee - SSO: CONCRETE SIDEWALK ON NORTH SIDE OF S.W. 43RD STREET, THENCE, ALONG SAID EAST LINE, SOUTH 00° 13’ 30” EAST 290 FEET TO THE CENTERLINE OF SAID SLOUGH; APPROXIMATELY 782 FEET WEST OF CENTERLINE INTERSECTION O THENCE, ALONG THE CENTERLINE OF SAID SLOUGH, SOUTH 21° 34° 00” WEST 301.01 FEET: OAKESDALE AVE. SW. AND S.W. 43RD STREET. TO, THENCE SOUTH 56° 44° 30” WEST 246.38 FEET; : — g jy THENCE SOUTH 75° 38’ 00” WEST 370.3 FEET TO THE POINT OF BEGINNING: ELEV. = 25.61 FEET JUL 1g 2000 ws a EXCEPT RIGHT-OF-WAY FOR SAID DRAINAGE DITCH. VERTICAL. DATUM: Q =| , 7 : ; NAVD 1988 ? Siti. . i | Pavone! Pw , | i oFYE-DeMenr PLANNING f THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND OF THE NORTHEAST QUARTER OF THE sASIS ¢ | 3 YY OF RENTON NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING ; Fan 9) 2000 COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: NAD 1008/1981 Fan 9: 200 BEGINNING AT THE NORTHEAST CORNER OF THE HENRY ADAMS DONATION LAND CLAIM NO. 43; ’ ' CEIVED » 3| &) gi g THENCE EAST, ALONG THE CENTERLINE OF SOUTH 180TH STREET (FORMERLY A COUNTY ROAD), 114 FEET; reece. § nice RES gg =| S THENCE NORTH 674.78 FEET TO THE TRUE POINT OF BEGINNING; THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, THAT PORTION OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, 5 ES THENCE NORTHERLY, ON A STRAIGHT LINE PARALLEL TO THE EAST LINE OF NORTHERN PACIFIC RAILWAY COMPANY , 5 = ig _ | |, RIGHT-OF-WAY, TO THE NORTH LINE OF SAID SECTION, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: WASHINGTON, DESCRIBED AS FOLLOWS: fe} 20 a |e |B [8 1A OF THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER THEREOF; 1,000.27 FEET EAST AND 530.25 FEET NORTH OF THE NORTHEAST CORNER OF THE HENRY ADAMS DONATION LAND ADAMS DONATION LAND CLAIM NO. 43; DEVELOPMENT PLANNING 2 OF a, ae THENCE NORTH 84° 34” 00" WEST 649.70 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; THENCE NORTH 03' 49’ 00” EAST 807.91 FEET TO THE NORTH LINE OF H. NELSON'S TRACT: THENCE SOUTH 84° 34’ 00" EAST 649.70 FEET; OF eg oy i. 2. THENCE, ALONG SAID NORTH LINE, SOUTH 89° 24° 30” EAST 628.47 FEET TO THE EAST LINE OF SAID H. THENCE SOUTH 04° 37’ 00” WEST 170 FEET; Jue 21 2000 <onwo Ve “| EXCEPT THE NORTH 330 FEET THEREOF. NELSON'S TRACT: THENCE NORTH 84° 34° 00” WEST 470 FEET: aSswcu #2 +} ' THENCE, ALONG SAID EAST LINE, SOUTH 00° 13' 30” EAST 290 FEET TO THE CENTERLINE OF SAID SLOUGH; THENCE SOUTH TO THE CENTERLINE OF SPRING BROOK SLOUGH DRAINAGE DITCH NO. 1; RECEIVED ZOO? te ae PARCEL E: THENCE, ALONG THE CENTERLINE OF SAID SLOUGH, SOUTH 21° 34° 00” WEST 301.02 FEET; THENCE SOUTHWESTERLY ALONG SAID CENTERLINE TO A POINT EAST OF THE POINT OF BEGINNING; aN Son Ag : < ST 130. POINT OF BEGINNING; S i 8| 3 THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 34 NORTH, ‘eect aan sad so 00" WEST 370. 3 FEET 10 THE POINT OF BEGINNING; deemed coc Mindiaii 0 AN ite an) om 7 ed oe RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT RIGHT-OF-WAY FOR SAID DRAINAGE DITCH NO. 1; AND ae a & Oo _ z " : EXCEPT THE NORTH 330 FEET THEREOF; AND omQ@S s& 5| 2 cares Ae POLLOWG: ‘ EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 81—2—08117-7 MUN OD PERTY: W. ET. Jer bes BEGINNING AT A POINT ON THE CENTERLINE OF SPRING BROCK SLOUGH DRAINAGE DITCH NO. 1, 530.28 FEET EXCEPT THAT PORTION OF SAID MAIN TRACT LYING WITHIN THE FOLLOWING DESCRIBED PROPERTY FOR WIDENING OF S.W. 43RD STREET | pe | BOG? FRET LEAST OF TE MORTHERET CON GF HENRY ADAMS. DENTIN ‘AND UNM No, BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, ner THENCE OMT 80 24° SC" GR Sy. tacive ay MORE Of LEgS. 10 THe NORD! LINE GF SAO SuBDMON: et ee ee THAT POINT OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY | THENCE NORTH 89° 24’ 30” WEST, ALONG SAID NORTH LINE, 252.9 FEET, MORE OR LESS, TO A POINT THENCE NORTH 87° 31° 36” EAST 1,340.95. FEET; gr met a apt | WHICH LIES 881.37 FEET WEST OF THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST THENCE SOUTH O1* 47° 23" WEST 330.03 FEET: QUARTER; - 37° 38° _ THENCE SOUTH 03° 40° 00” WEST 923.69 FEET TO THE CENTERLINE OF SAID SLOUGH; Min at Mla Ns A Ma A a BEGINNING AT A POINT WHICH IS 114 FEET EAST AND 30 FEET NORTH FROM THE NORTHEAST CORNER OF HENRY THENCE, ALONG SAID CENTERLINE OF THE SLOUGH, NORTH 64° 32’ 10” EAST 184.71 FEET: THENCE SOUTH 87° 31’ 36” WEST 460.0 FEET: ABS PORATION, LANE CLAM Wi 43; THENCE NORTH 73° 26’ OO” EAST 70 FEET; | oye ae ; THENCE SOUTH 02° 28° 24” EAST 197.0 FEET; OUT Ba Aa’ 00" 649.70 FEET: TEAS EON SE EAST Se EET 1G THE em EF Reon THENCE NORTH 87° 31° 36” EAST 460.0 FEET; ee ale a 3° on” west 7 mer an THE TRUE POINT OF BEGINNING; > EAGEPT THE-NORIN 4g0 FEET TEREDEL aa THENCE NORTH 02° 28’ 24” WEST 197.0 FEET TO THE TRUE POINT OF BEGINNING OF THIS THENCE NORTH 84° 34° 00" WEST 470 FEET: é REOF; EXCEPTION; AND THENCE SOUTH TO THE CENTERLINE OF SPRING BROOK SLOUGH DRAINAGE. DITCH NO.1; TERESA a ] 2 | > DESCRIBE . THENCE NORTHEASTERLY, ALONG SAID DRAINAGE DITCH CENTERLINE, TO A RES ALLAG s EXCEPT THAT PORTION OF SAID MAIN TRACT LYING WITHIN THE FOLLOWING DESCRIBED PROPERTY: EXCEPT RIGHT-OF-WAY FOR SAID DRAINAGE DITCH. ACH WARS NOUN OS 37" ON ENT Pham Te hu baa aE Gee Sily GE RENTON i) a BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, THENCE NORTH 04° 37’ 00” EAST 23 FEET, MORE OR LESS, TO THE TRUE POINT ry Gi RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON: PARCEL J: OF BEGINNING; DEPARTMENT OF PUBLIC WORKS | e THENCE NORTH 87° 31’ 36” EAST 1,340.95 FEET; THE EAST 393~-1/2 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 EXCEPT RIGHT-OF-WAY FOR SAID DRAINAGE DITCH. = THENCE SOUTH 01° 47’ 23” WEST 330.03 FEET; NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING SOUTH OF SPRING BROOK COVER SHEET i THENCE SOUTH 87° 36’ 36” WEST 260.0 FEET TO THE TRUE POINT OF BEGINNING OF THIS SLOUGH DRAINAGE DITCH NO. 1; / 3 | EXCEPTION; . ims a THENCE SOUTH 87° 31’ 36” WEST 460.0 FEET; EXCEPT THAT PORTION THEREOF FOR S.W. 43RD STREET RIGHT-OF-WAY; AND LAK -49- 90 5 ey THENCE SOUTH 02° 28’ 24” EAST 197.0 FEET; es THENCE NORTH 87° 31’ 36” EAST 460.0 FEET; EXCEPT THE SOUTH 20 FEET OF SAID PREMISES CONVEYED TO THE CITY OF RENTON FOR WIDENING OF S.W. 43RD BROOME ICH md nang 2/14/00 — o-oo ol THENCE NORTH 02° 28’ 24” WEST 197.0 FEET TO THE TRUE POINT OF BEGINNING OF THIS STREET BY DEED RECORDED UNDER RECORDING NUMBER 5895689; AND . sain a 2/14/00 Beaches u i || EXCEPTION; AND ; SPaTEaEan wanes 2 | asa) a . EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 81—2—08117—7 1 REVISED PER CITY REVIEW JGH | DKB 3/30/00 | CHeckeD JCGH | scale 1=200 ELD BOOK PAGE eB | z EXCEPT RIGHT-OF-WAY FOR SAID DRAINAGE DITCH. FOR WIDENING OF S.W. 43RD STREET. C1. 10 . , NO. REVIBION BY APPR. DATE APPROVED eee i BO PIAP IE We —~ , SHEET OF TEQ -“0 -2879 SCE JOB NO, S9ff GRADING AND STORM DRAINAGE PLAN | C1) WARP ASPHALT 1.4’ “> \ psa, VERTICALLY AROUND < ; ee ae a e CURB AND WALL aaa Aye ASE AWN Pd X. RIM=24.63 (elE=18.03 (12" E & W) _ 19:13] 12" Sy — 1.83 -(6" SE PPP-SS-—TITT ~ (PER DETAIL SHT. C6) aaa AND S.W. 43RD ST. 1 t i bt LI. Ssabbawascwccosn ‘ ‘ i é a se . aa i Eta Reco Be ata cone esa einai 3 & oe wey % sf . a y 4 ; Be 9 en P : ae a as. ae aes ie , i 3 i Recta : ‘ " : 7 ieee ae} y f ul — ke i : Pn oe po " i Ee ae se Ra a EEE SE nae, Hace k ' : RGAE IE 4 Pe CRRA a Cnn eet ey: CER e a Re RC Aa : eee eat me. at ¢ ‘ | ‘ YOR 4 t Poa ue? ay: E err ‘ a i cea ee dene serie Soe ‘ " a ee conc ‘ ‘ % Ses = ana i 4 eh — saa 4 : . ~ K a ae) aS ae B : Bat % ‘3 f°. * ie : Wet ie Raa reaanetne i - zy % : i ‘ q oS i i i 1 « a om oe Hf ran ‘ 3 e i a é —_ chee ‘ . ee f a Ree peace 2 z s : 2 fa & fy # . VY) { a) eee pg on, 2 on on oe i ay rn ie ‘ b “ saat POR Sassen : ee si as Ree Rees ey : BB OB Ge = 5S Sg : Bs iS Repo ae s ee? & : . : j hy ve : i ha ena one a ae ae oo i er MNRAS ss aes é S . 3 5 aoa Nees = ae x 3 = > Seca fae oo Mirah oS BY ” . i g H * i é 4 : : 3 = : 3 “3 oe i € i aia ‘ ‘s ae Y dene: “4 a ‘. i oe i ‘ ss . $ re 2) HS x % ae Ge os .: 5 « g < on ey: sk Sinnott tits ‘ 2 fos Rs, He ae Re i a Ree Rts ae “ i | \ ‘ailtee - UTILITY CROSSING,’ | o ato oe Neem ORM IE=17.64 | ‘ \ { | | N.W. CORNER OAKESDALE AVE. S.W. 1 (Ger Hi Sewer Top=i3. 96 \ (FIER DETAIL, SHT. oe “LAY CLEARANCE=3.68' \ LOCATION: X. A so IM=24.97 GRADING AND STORM DRAINAGE PLAN RENTON, WASHINGTON | “Fee ~ aay 0 |E=17.57 (12" N “cust Se!" ROOF-DOWNSROUT. 20. _ |i & 1e=17.53 ee | = ; mo on noe Neel. ROOF DOWNSPOUT , =% iif — 1E=18.83 (6" SE) ii . | . . ; 1 =e i # lems TIGHTLINE” EO 1% (yP.) bn (OHTLNE-© A x Ce —8 ROOF DOWNSPOUT —~ UR NEW IE=17.53 (15” NW) | \ ae Oey js 7 COORDINATE. Ww ARCH) ee eA rene eres Seg merge ote : ~TIGHTLINE” @- 1% Me) or, id. "\ . La HT: | 4 ROOF PLAN FOR LOCATION —— : el" a a : | Ht’ % i ~ NEW 6° EXTRUDED CONC: ‘OURa os i + iS ublic Works Dept. CONNECTION TO ROOF (PER DETAIL SHT. C6) DOWNSPOUT TIGHTLINE a4 * oF =H EXISTING > HE BUILDING A . i= FF = 260 : eX, ‘O ‘ 8” ROOF DOWNSPOUT | 1 RIM=25.07 u) ) P.E., Administrator TIGHTLINE @ 1% (TYP.) 8" ROOF DOWNSPOUT TIGHTLINE @ 1% Sua | PiGlE=17.21 (15° S We 1E=18.42 (6” E) » |E=17.27 ie $3 lanning/Building/P Zimmerman PHASE 3 RENTON, WASHINGTON P Gregg S ya “ g s ie . a ie =a rh eeiaealeeaeame i i at oe b ! . } Es 1 a gb i a: INNS te an : 4fo4 «4 f a ees duchinbemhardunbundordauke dat tt) ! LAF ? ° : ee ae Ge F 4 ; 4 | it ee ee mee ome mee rion wget ae | : : : oe i yo : i woe ! ' qo & ot i at h 6 \ = I 4 oem 4 NAD 1983/ ~l & CITY OF aN ye RENTON NAVD 1984 VERTICAL: HOSIZONTAL: f ial “ . at , ve | 7 ; So esd = dl dV ern cree teens : a 5 f _ u . ; ' RIM= 2.91 IE=16.96 IE=16.88 ” OAKESDALE BUSINESS CAMPUS oO iC) 8” ROOF DOWNSPOUT FF 260. TIGHTLINE @ 1% (TYP.) : \ 8” ROOF DOWNSPOUT . oe O an Geechee TIGHTLINE © 1% (TYP.) aay ia hie ie PAVEMENT SECTION (PER DETAIL SHT. C6) 200 AS SHOWN 3/ 4/4 SCALE: o VY e/Time: * Fa NO2°06'41"E TITLE: [ae Pa ni a % wo? Cab asl be MM AO ge arene nd Da G JGH MFB GM1.DW RVEYED: 3 1% << i DESIGNED: wer 26.0 5941 on ¢ he so ee olf z thie bpd lecgellt wereld cnr Li FRING RI IAE ENGIN ce IE 16.51 24” N =16.48 (24”" S ‘ ; — (PER DETAIL SHT. C6) | pe | wat = EXISTING | | "7 a ~~ , eect See FF = 26.0 2 J q iT 18215 72ND AVENUE SOUTH KENT, WA 98032 (206)251-6222 SURVEYING, ENVIRONMENTAL SERVICES (206)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, Seen H BY s / be ae ji fi . 8” ROOF DOWNSPOUT mine “ iG i TIGHTLINE @ 1% (TYP.) | rf - i 8° ROOF. omispouT | aa iE , i : f TIGHTLINE * ¢ ual (TYP.) ic \ é k “ ; 1 oom as ee ows ew we fe w des eo ee 0 we wn ee a me wwe eet ace a ee ee ee ee oe ee a i 4 MATCHLINE SEE SHEET C3 Ceeres lor CATCH BASIN SCHEDULE: STORM DRAIN KEYNOTES: CB #15, TYPE 1 CB #18, TYPE 1 CB #21, TYPE 1 (1) 145 LF 15” CPEP SD @ 0.23% W/ STANDARD GRATE W/ STANDARD GRATE W/ STANDARD GRATE » DEPARTMENT OF PUBLIC WORKS RIM=24.70 RIM=24.70 RIM=21.00 (2)65 LF 15” CPEP SD © 0.23% —a lE=22.20 l= 18.25 (3) 104 LF 12” CPEP SD @ 0.23% CB #16, TYPE 1 CB #19, TYPE 1 CB #22, TYPE 1 (4) 104 LF 12” CPEP SD @ 0.23% GRADING AND STORM DRAINAGE PLAN W/ STANDARD GRATE W/ SOLID LOCKING LID W/ STANDARD GRATE : BY | 2 Nin 34 oes i (5) 161 LF 12” CPEP SD © 0.52% ————— oF bbobts ot LILA-99- 66 ZB ss lE=20.54 lE=17.86 IE=18.49 (6) 158 LF 12” CPEP SD @ 0.52% eT — oe CB #17, TYPE 1 CB #20, TYPE 1 (7) 143 LF 12” CPEP SD © 0.52% RAWN FB ; w/ STANDARD GRATE W/ STANDARD GRATE ae 1240" -| 9 RIM=24.70 RIM=21.00 1 | REVISED PER CITY REVIEW yGH | DKB | 3/30/00 | CHECKED GH | @CAM ET eee {ILD BOOK PAO iatleaadil eel NO. REVISION BY APPR. DATE APPROVED HET C2... 10 DIRECTOR OF PUBLIC WORKS REVISION CITY OF RENTON PER CITY REVIEW pate 2/14/00 FILE NO. LENAME.: f \ , , é a _ dy re , oy BCE. JOBNO. _99fl } O00 far Of 2U te/Time: Da u ~ 13GM2.DWG 31 04/1 ~~ . }e- 8 b— . MATCHLINE SEE SHEET C2 MATCHLINE SEE SHEET C2 9 a a + ae Se i] pao AO OO SO ENN TG SEU OS OD: UR Ng: OO Om 2 ne oo a oe oe 2 : a -— S a = a atten hrs ; ‘38! Gain”. =p —_ le acer “tt heso gah sialaeadabon * iaaaianabons ie Re ee UU UU UO UL UO UO LL) bee ly or le erie 6°" ROOE..DOWNSPOU ER PRR <r * i ee NEW 6" EXTRUDED - mace aL, Sian a iti 010% = TIGHTLINE-@ 0.40% totes = Y <4 \ CONC. CURB nn pce fees a a IE=16.37 (24” N : i) \ (PER DETAIL SHT. C6) cael f = IE=16.35 (24” S ¢ F (ep) an os 4, oe IE=16.96 (12” W) << * ‘ é or : 1 ye ge = Wo QO. p yl A ce si QO. Ey EXISTING <L = OW f x BUILDING B lw av ‘ as = - u) 5 & S [ B Z send , £ uy . BS & & 5 Oo < ae , Wi = ~ sO ae ec aed ok fer me cox ae as 5 5 a Th a LEX. 12” sp . e) : _ A... : Blow °F 25.5 =—t ie | » { | | 6 O co ~ee 3 . af Po} | ‘ 2 COORDINATE W/ ARCH. NEW. 6" =(*/ ein wep noe cad | ia Ab 1. ROOF PLAN FOR LOCATION CONC. S STaaensen te; - = aS aA OF ROOF DOWNSPOUT _APER DETAIL SHT. C6)"” R= O37 < | eee | CONNECTION TO ROOF a | IE=15.97 (30" W RIM=24.15 ra | | DOWNSPOUT TIGHTLINE = Me, IE=16.07 (24" y I= 16.65 (3° F) Wr ; | at | 2 ee 07 (12" E IE=16.47 (12" W). _] | ; 7 uv BS LF 30" cP | | rs | of ‘ “ yoy e | ; i . ae xe i ' 4 be | WARP ASPHALT 1° / iP a ‘ . tL aa re a2 VERTICALLY AROUND / | oF 6” FOOTING DRAIN eg g @e WALL i | 6” ROOF poms - oop BP ttle" th fx, Fa D : iw ik TIGHTLINE @ 2% (TYP.) | : a ne “ Py ? i we i ow : ae ‘A rep) ee eT ' ; | ’ , [Oo ge | | | . > > vo. xe" 4 5 a) | = tx] 3a, , BUILDING D <{ 5 OR 35 | | PF 25.5 - enomren pee O a : 5 E ee ! FOOTING DRAIN. a =o ; COORDINATE W/ ARCH. . 5 ae : | AND STRUCTURAL PLAN Ul oo + de et FOR LOCATION. .” > a a eN FOOTING DRAIN.TO BE & LL ep) anil <¢ CONNECTED -TO ROOF <{ Eg : | 2 DRAIN’ TIGHTLINE 2» ft = zs | | “ee COLLECTION SYSTEM ee) ; ! N | _AVOUTFALL TO CATCH q- > 6” ROOF ooh ~ BASINS, LU 5 5 | TIGHTLINE.., 2% (TYP.)_ J Bi By | ft ere < b 3 | 33 | ! ro LLY "| 8 ! ! tu or i | | 6 FOOTING: BRAIN eg OS ON OTE pe e eoring Mog wie Peep S | Ce O 5 | (PER DETAIL SHT--C8). Se 2 6" ROOF DOWNSPOUT — 2 TIGHTLINE @ 2% (TYP.) . r tis 3 — | ~ [= i oir} | xy} a ~ ; | Ss Sa 2 Zé = i Pa | 3 ‘ oO 2 la) ale |. lg (é Yo4 CATCH BASIN SCHEDULE: STORM DRAIN KEYNOTES: ROCKERY KEYNOTES: A 4” 8 |8 ie |e 18 CB #1, TYPE 2-48” CB #6, TYPE 1 CB #11, TYPE 2-48” (1) 169 LF 12” CPEP SD @ 1.48% G) Fe © Lek a * x of a W/ STANDARD GRATE W/ STANDARD GRATE w/ STANDARD GRATE (2) 64 LF 15” CPEP SD @ 0.34% _ : eae a Le z wy or RIM=22.80 RIM=23,30 RIM=22.60 T.W.=25.4 T.W.=25.1 Ss Zz | & IE=16.29 IE=18.39 IE=17.30 (365 LF 15” CPEP SD @ 0.34% @ B.W.=23.0 @) B.W.=24.1 a= >On gS gf | < ‘i COON Ee => Q asf CB #2, TYPE 1 cB #7, TYPE 1 CB #12, TYPE 1 (4)113 LF 12" CPEP SD @ 0.34% teens a ee Zae of IS} uw W/ STANDARD GRATE W/ STANDARD GRATE W/ SOLID LOCKING LID (5) 186 LF 18” CPEP SD @ 0.34% piitiaas MAES: Nae . Q| le RIM=21,00 RIM=24,00 RIM=22.00 (Q) 1W.=25.4 @ 1W=267 Fnwm GY if 214 lE=17.24 lE=19.13 IE=17.52 6) 105 LF 12” CPEP SD @ 1.20% B.W.=21.4 B.W.=24.7 Ye) As ries os han qeeriic Hanees ened (Te) CO * = ws Zz al a : CB #3, TYPE 1 CB #8, TYPE 1 CB #13, TYPE 1 (7) 105 LF 12” CPEP SD © 1.20% T.W.=24.6 T.W.=27.0 NZOO fe S i W/ STANDARD GRATE W/ STANDARD GRATE W/ STANDARD GRATE (8)79 LF 12” CPEP SD © 1.20% © B.W.=20.9 © B.W.=26.0 = Moe 5 7) RIM=21.00 RIM=24.00 RIM=20.60 = IE=18.50 IE=19.69 IE=17.74 (9)297 LF 18” CPEP SD @ 0.34% CB #4, TYPE 1 CB #9, TYPE 1 CB #14, TYPE 1 (0)66 LF 12” CPEP SD © 1.28% | W/ STANDARD GRATE W/ STANDARD GRATE W/ STANDARD GRATE 11) 98 LF 12” CPEP SD @ 1.28% | RIM=21.00 RIM=23.50 RIM=20.60 . IE=18.50 IE=20.40 lE=18.12 €2)132 LF 12" CPEP SD @ 0.56% CB #5, TYPE 2~48" CB #10, TYPE 1 &3)100 LF 12” CPEP SD @ 0.56% w STANDARD GRATE W/ STANDARD GRATE (14)126 LF 12” CPEP SD @ 0.56% RIM=23.50 = . IE=17.14 roe (15)108 LF 12” CPEP SD @ 0.56% |g sas me UTILITY CROSSING KEYNOTES: LEmRES @ = S501 iy 40 = UTILITY CROSSING UTILITY CROSSING UTILITY CROSSING <0 UTILITY CROSSING CITY OF F RENTON a STORM IE=16.77 STORM lE=17.42 STORM |E=20.25 STORM IE=18.79 DEPARTMENT OF PUBLIC WORKS SEWER TOP=12.22 WATER TOP=16.42 WATER TOP=19.25 WATER TOP=17.79 [= CLEARANCE=3.01 CLEARANCE= 1.0’ CLEARANCE= 1.0 CLEARANCE=1.0 mea C »R 7 <2> UTILITY CROSSING <5>_ UTILITY CROSSING UTILITY CROSSING <> UTILITY CROSSING alanis sileed STORM DRAINAGE PLAN O STORM IE=16.51 STORM IE=17.74 STORM |E=19.82 IE=16 bs WATER TOP=15,51 SEWER TOP=13.03 WATER TOP=18.82 WATER TOP=15.38 ae ) FR = CLEARANCE = 1.0" CLEARANCE=4.71"° CLEARANCE=1.0° CLEARANCE =1.0’ a AWA “OO e. ty / SIONE F noe EN al ate 2/14/00 | LENO. _ ui : . > UTILITY CROSSING & UTILITY CROSSING <> UTILITY CROSSING prawn MFB 3 STORM |E=17.27 STORM IE=20.15 ORM IE=18 : "240" i -| 3 SEWER TOP=14.07 WATER. TOP=18.8, WATER TOP=17.97 1 | REVISED PER CITY REVIEW JGH | DKB | 3/30/00 | CHECKED GH [scale 140 BLD BOOK ______ PAGE _ ; CLEARANCE=3.20 _ CLEARANCE= 1.35" CLEARANCE=1.0° — ee — — aati a Hy C35. 10. (ED -Yya PH IP BCE. JOBNO. _S9f seats ‘eliap pean. eae (ARY SEWER AND WATERMAIN EXTENSION PLAN | % 7 DANI ee kk . Pe, STA. _14+55.00 o 2 ie i é a a 1-12"x6" TEE (ALL FL) OR i 1-12" GATE VALVE (FLxMv) PPP-SS-TTTT Ores cy. JOB NQ: ON aw aa oa 1-12” ADAPTER (FLxMJ) a, a sane 1-6” GATE VALVE (FLxMJ) > EG pomong. 10 LF 6” D.1. EXTENSION 7 CONTRACTOR TO FIELD VERIFY STA. 11+55.00 1-12"x6" TEE (MuxFL) VERTICAL AND HORIZONTAL LOCATION 1-6” GATE VALVE (FLxMJ) OF EXISTING WATERMAIN PRIOR TO ANY CONSTRUCTION. PRIOR TO CONTRACTOR TE FIRE-HYDRANT ASSEMBLY pee 1’=40’ — PER CITY! OF RENTON 2STD8.- x SEE DETAIL SHEET (C72°-"— & an i LCE tee 10 LF 6” D.I, EXTENSION t- z “es — = vr a a ns ge RANT _ A‘ See neg a. COORDINATE WITH *) ee S89°07'06"E ae wR ERE CBN: Oe RENTON. SIDS) °° 2 Bmp: yf u-g.INSPECTOR FOR FITTINGS AS REQUIRED. : memes * \ SEE DETAIL SHEET C7, Pmnd RR CVE.-PUUG JANDY BLPWOFF- ASSEMBLY». a . 4 : . aa eee eet ee | ee eee | ani sane ines J . | CONC. BLOCKING sr aA meee kr: : : ; i WATERMAIN EASEMENT ; s , aT TUTTLE - — 7 2 " A’ he vi n rey T2400 'y | | | 300 LF 12” D.l. W ; —— ISSUE 12" p, lyt0° O y tthe << a a eS 4 | INST ALL: \ STA. 15+53.00 Pie 4 1-12" TEE (MJxFL) _, 1-12" PLUG (MJ) NEW 15° WIDE — é 5 ‘a ah j K WATERMAIN EASEMENT CONC. BLOCKING ET ( = a AND SERVICE LINE \ P a rr _ a Foye Cu “Trip an anne | . a ns pe, ____. r ld W a wee eh lel pete erepaetea es Seedwwanwan 12 N.W. CORNER OAKESDALE AVE. S.W. IM= lE=1 41 2 ace EXTENSION PLAN RENTON, WASHINGTON LOCATION: EX, SSMH <o RIM=24.03 > lE=13.53 (6" E) _. lE=13.48 (6” W) ... IE=13.40 (8” S) <a I | os sw eae 46 LF 6" PVC RIM=25.8 | SDR-35 SS @ 2.0% I=15.13 = IN) NEW | of i tN wig of — a, ac ‘ | SANITARY : 680.71’ | in PLOT SCALE: ahve? | EXISTING J) |e get BUILDING A \——21 LF 6” PVC oe SDR—-35 SS @ 2.0% IE lE=15.03 (8” OUT) RIM=259 rf _ or rat 4 iS RENTON Planning/Building/Public Works Dept. CITY OF LS Ir ow = a - 7 Bcd | = ls NEW 15° WIDE SANITARY a Gregg Zimmerman P.E., Adminis SEWER EASEMENT h | | — an C9 | an ; i Ty nF | i | . | p +— | EX. SSCO | 5 ry EP po STA. 18+58,00 i ih E= 13.67 As 4 TICAL: NAVD 1988 IZONTAL: VERT oe Ae A - | ot I 1—12"x6"8TEE (MUxFL) ft ” Ro: | ; y 1-6” GATE VALVE (FLxMJ) come (eee Ean Can ee ee ey 7 11 LF 6” D.I. EXTENSION . io a i 1~FIRE HYDRANT ASSEMBLY i oi ee i A PER CITY OF RENTON STDS. ne [oat 5 . “ y : SEE DETAIL SHEET C7. oo i i | fe ; 26 UF} 12" Dl. W CONC, BLOCKING — | GQ INSTALL: BP | ty INSTALL EX. FIRE HYDRANT i | a * « STA 18+71.00 ~~} dy ped STA. 18+84.00 Re a _ __ (TO BE REMOVED) \ ——- | RENTON, WASHINGTON NAD 1983//199 3 DATUM i OAKESDALE BUSINESS CAMPUS MSS ts) 1-12" GATE VALVE (MJ 1-12"x10" TEE (MuxFL ee 0 ee | ne } (Ww) od bai % INNAGED TH © —_— 7 rf i 1-10" GATE VALVE (FLxMJ) BUILDING Cc List ‘ane ae | ae | | z . FDCI | So CONC. BLOCKING = we : : . WATER 5 o 6 « -—- = X. _SSMI ) 3 i Z ; 41-0 DDCVA INSIDE BUILDING FF 26.0 Be 4ff--4MANHOLES {f° 7) 4 / 21 LF 10” DI. FIRELINE —7 ._ SINK DRAIN ie=11.83 (s N) y x = { seeepeemnmneendememmenneennmemmemenend ” ~ , , RIM=25.4 lE= 4 1.73 8 S) as . 15 4 | i ee ; I= 22.4 ui | e oe. Pi ___N-9 LF 6” Pvc spr-35 = | 5; wl " il “]] SS © 2.0% MIN. = » ‘yo 4 1} {Ie i a} st ~~ J - | ol s+] m 2 t * a ia J 8 # 8 & | 0 8 ; ft AP = Se | i ha = =z i os H wt > Faced ; le | ry fae 5 | my [=i D 20 gi, |@ [& : 3 g {3s x eg ie |k | i: ! Sige = x of ce ee ‘3 => a> | x i$ ei m 2% oe | a | a on lw Ei o oO. a j t | :. S z 9 NN -& oO > | ee a “I i | ON @O © & seis im i ei | O83b #S = | 2 es | ee ne p> le EX. SSCO | ZO ta S| ! an on , ¥ RIM=26.1 Nag-- Zo 8] < | “4 NEW 15° WIDE IE=12.58 | FNM GF es : B- & 4 WATERMAIN EASEMENT 0H NN BF : | EXISTING | ueSeS Je co Gj = BUILDING B | ~weae 82 FF = 26.0 lE=13.03 ‘e. & 6” IN) lE=12.93 (8” OUT) Ne2BO IE=13.45 21 LF 6" PVC SDR-35 SS © 2.0% MATCHLINE SEE SHEET C5 | | 7 VISION CITY OF RENTON DEPARTMENT OF PUBLIC WORKS c E R c : DATUM: SPECIAL NOTE: NOTES: = ELEVATION DATUM IS N.G.V.D. 29 AS ESTABLISHED SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MATERIAL 1) THE BACKFLOW PREVENTION DEVICE FOR THE O FROM BENCH MARK NUMBER Z-458, DESCRIBED IN FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF FIRE FLOW LINE NEEDS TO BE LOCATED IN THE . oe THE PIERCE COUNTY BENCH MARK BOOK AS A "NGS” PIPE MATERIAL DEPENDING ON EXISTING SOILS CONDITIONS. SOILS SPRINKLER ROOM OUTSIDE OF THE BUILDING. PG D@tnie Or’ a BRASSIE SET VERTICALLY IN EAST WALL AT S.E. CORNER ENGINEER MAY BE PRESENT AT TIME OF INSTALLATION TO EVALUATE Suet C-F 2) INSTALLATION OF NEW WATERMAINS SHALL SANITARY SEWER AND WATERMAIN EXTENSION PLAN Famer en FORMER SUMNER POST OFFICE, 1.5 FEET ABOVE CONCRETE SOIL CONDITIONS AND DETERMINE THE NEED FOR FOUNDATION mn WALK, N.W. QUAD OF INTERSECTION AT KINCADE AND MAPLE. MATERIAL AND ADDITIONAL BEDDING. REQUIRE INSTALLATION OF POLYETNYUENE WRAP. \Onous.— ¢ DEsioneD —JGH ELEVATION 70.18 3) WHAREHOUSING AND MANUFACTURING FACILITIES NOE Weal i bon bed : DATE 2/14/00 | FLEE NO. OB NO. SY WITH A FIRE SPRINKLER SYSTEM MUST INSTALL or FLOOR DRAINS THAT ARE TIGHTLINED TO THE DRAWN _MFB | MWP- 27-2879 F “| Siw TR -27 -28799 Siren Seen: Siete. 1 REVISED PER CITY REVIEW JGH | DKB 3/30/00 CHECKED GH st scate —1"=40' ELD BOOK =——sPAGE_— . sees BY a Ne ee SRE TOR FE BOR wap BHEET C4 OF 10 4 v ? i‘ . a “yt b gif ‘a As . wi? 4 a / “i fn Sere f Ve fy ) OBCE. J r ~ -_ \ —~9 _» ) Q QW Rea = ’ ’ | - | ie b— | oF MATCHLINE SEE SHEET C4 ic g ° MATCHLINE SEE SHEET CF casensietaesin si Se eee ee ee ee eee ee, NO. i ice a Ce ee ee a ai 3 i 5 js INSTALL: 3 gs c r | be : = iio —_ ot. es: cS ripe SrtA emmtne mesons seston aecnsis ates MM eee see eee i ” Wt Renee neeenee sara cces ees _ _ i i! © . Peo ee : ... STA. 21429.00 A y] | ee rae a EE oa NSTALL: ‘iii a aca stein ee a Hi-——al P / | =. Y) ~1—12"x6" TEE (MuxFL) 100 LF 12” DI W SE E SHE ETCMFOR | |. °../- TNS Als re oy rr Rag oh [sy ep) 12 LF 6 DV, EXTENSION. 110 LF 8" PVC fl re TI yi tater W/ BrcrLON EX. _SSMH ma =| Ex--$sco) -f ey | 15,2 "EXISTING uw a. Leer nr Ntserame | suress.@ oso AN Milt dT reve Cee pe oe eee | ls BUILDING B ; : CITY OF RENTON STDS. aA 12" concep oe 1108 (i Pee < QO. SEE DETAIL SHEET C7. 15° conceal fee wy |i dllestmaall IE=10.95 W (12” CONC)}' a ‘ jn a toe .” X — hs YA on INSTAL: si so 2 smapalfg25h,0-94 E (12” CONC) [+ - fF Pa'<a y lu w ; : ANITARY—£. em : TA. 34419. ae ae —_— EX. SSMH. sever easenent 7 ETT Fs | 7 2 Domestic eter Tighe Tee (wet) a "8 i ue 6" po | \- — DR R25 4B ZA en eel oe ne 1-8" GATE VALVE (FLxMJ)) a — R- 35 SS @ 2:0%-— \ i Soa | fam Ee 5 | EX. SSMH_#14747 77; CONC. BLOCKING =) yew 15° WIDE oe |} ae: 1210.28 012" ‘A a o he RiM=25, 53 , hin)” SS WATERMAIN EASEMENT ~ ~~ = -_ eo LJ < }1E=12.13 W (12" CONC) q a — — nllTe! ms | Ta ae: \Z ; iE i oe — 143.4F12” Dal. \ / a = HE 12.08 E (12” CONC) _ SULNTE Fir orw=— ||. “a PABA 12 OL WoO Af be < = ‘ ee . eS 33400 ia OW = = PSE anton ivan ——nncercenstcin tennis es + ' 2 eal 2 ‘ ; N) per 1F 6" PVC* = |- mma ih om e lE=12.5 N DR-35 S 3.40% 4 mee ; pm = IE=11.95 (EX. 12") 4 | |. | P ] ‘ I] ! nf ia ini i Y Z | : INSTALL: : ow [| fo +L Ty i | | o) S Be 2 TEE OM FL) i ( po ee a ; +» & ; = x \ fag Se ged : Cnr “ i = 1-12" PLUG’ (MJ) fe fle ss yi “\r oN 89C0 *\\es “To DoCVA’ a a - 1 O : tr | CONC. BLOCKING |. INEW saco/T™. "]. pate INSIDE BUILDING“ sey A, | ART Siieseen sti rthend ny heedeecheed - = > ¢ | RIM=24°8 tin * =15. 7 a METET i fay / Me ESTA 3243400... _ * % i. . ia * 2 odwest R io i to. 1-12"x6" TEE (MdxFL) qt 2 A) | IE=14.66 26 LF 6” PVC AND SERVICE’ LINE a f-s ‘| FI a / 7 ySe Gare wane “EL M | ; | IN | aye 4 tt He SDREg5.85.0 340%" 7 tT manny. +4ri 1 § ‘6. GAT (Flix . ; STA. 2249800 AND , oo ft —. vane ad a § i ——f IP 83 LE 6” D.I. EXTENSION Wy | STA. 22+29.00 ; ty * ae © : —— 2 ye lam ed a sr YDRANT MBLY| MAKING CONNECTION, COORDINATE: WITH | | a ae = Pe i ee a FIRE HYDRANT AS$EMBI. — . | STA. 35+33.00 nae ho Pet. co ers pe | H PER CITY OF RENTON STBS}} INSPECTOR :FOR IFITTINGS AS REQUIRED. LAS wel ' 4—12"%12" TEE (ALL FL) J ot of: ‘ nnn wd A. 96+55.66 AND ; i | ER N JAY owe, doo fe ep i % “ STA. 324+77.00 J fae emis Oy SEE DETAIL SHEET C7. | REMOVE PLUG AND, BLOWOFF ASSEMBLY OU ot | 3-12” GATE ee | rm i det) FQ ath » wd ”" te f ONC. B OCKING 1 Of ~ 8) | CONC, BLOCKING efi 8 \ AN “ 1—12"x8" TEE (MJxFL) ee Fe Oe cee fF : A Pood |” i] ae a ae ra 2 1-8” GATE VALVE (FLxMJ) fi) [ot Pm RAP | ae a | pe 1 : me = Y CONC. BLOCKING Eee ee | ce a ? is NEW 15° WIDE——A—S~MYC ( : ; Pot | na eel oi An " | WATERMAIN EASEMENT 1 | doy fe | PO Poy a | iat ‘ aha / < al xa j ‘st ; iy he NSTALL: wo Be OT aie i; of : 6 STA. 37+ 77.00 i —— Ary ; ! i j . oO 1—12"x%6" TEE (MuxFL) eer ae ee ie bomen 0 ae Por d | OND OF | 1-6" GATE VALVE. (FLxMJ) Pat fap fo Be | | Hi, ve | 28 LF 6” D.I. EXTENSION: pe ee Lea, . w" Co se ' 1—FIRE HYDRANT ASSEMBLY J). | ee | ae eee | . ; | a5 ci 0 | PER CITY OF RENTON STDS. Re eee Pa ee a. " _ E~ fas | SEE DETAIL SHEET C7. | 7 taal ' . s = 2: | CONC. BLOCKING ol eet i ee . : | BUILDING D > ae | La < & " pod J e.. | FF = 255 apes f y tale i a O ORM 35 ! | f—: 5 ; OE | | INSTALL: iQ at SE TH STA. 53+79.00 ll © : Z SE | arn | 1-8°x6” TEE (MJxFL) rs = 2 OG | 1-6" GATE VALVE (FLxMJ) ts UL ie ‘Em 38 LF 6” D.Il. EXTENSION a <[ : Cnt <3 ! ? 1—FIRE HYDRANT ASSEMBLY ~~ { = ‘ et | PER CITY OF RENTON STDS. mM : Ou ; . ‘ OQ | SEE DETAIL SHEET C7. uj Oo « | CONC. BLOCKING WW 5 5 5 “fe INSTALL: b = Be ! i eer STA. 53+74.00 a Lo al #3 te ted ee a Te 1-8" 45° BEND (MJ) a - #5 ag of hag" sclal | CONC. BLOCKING; ke WW cs ? 1 STA. 50+00.00 AND “ es O te PG STA. 40+02.00 _. Ne ; oi op | Po | —1=12"%8" TEE (ALL FL) eo EN LE = z | a oe 112" GATE VALVE (FLxMJ) ! 2 ra ? , a 1-12" ADAPTOR (Fi ia S s z 1 Be | 1-8” GATE VALVE (FLxMJ)"~ = im ¢ ; a CONC. BLOCKING “ { : i, Soin i= a | : . ' a, * 5 | ee UTILITY CROSSING KEYNOTES: yo —2 : : ; as) = 5 & S| & | = UTILITY CROSSING = Zo |z | 4, / WATER IE=18.28 rat ZR Icy Ww ~° a : SEWER TOP=13.03 vA = “ Z a i. ig 18 | r RU ‘ : CLEARANCE=5.25° ay B18 1é = STA. 51+69.00 ~ 624 oa | im , eer AS BEND (WJ) > UTILITY CROSSING z uo 28 fe e ey . WATER IE=17.76 SN > = co] a | iQ ~ CONC. BLOCKING SEWER TOP=14.30 x MY NN “OO x x e i 5 of ’ ON @w lad Lal S| OG , ! CLEARANCE=3.46 SNe gE 1 L* | . INSTALL: B&Cn £2 Is Ol iy | ATA. re ji < it gf [ez | =| 4 INST | “ 1-8"x6" TEE (MdxFL Zinn £8 fe ' S| 4 | eee Atk 156.00 : 1-6" GATE VALVE (FLxMJ) =S i NN z= = e ae | fig” 4s BEND (Wu) | 12 LF 6” D.I. EXTENSION Pee oe neoo ff [fe | CONC. BLOCKING 1—FIRE HYDRANT ASSEMBLY 1) THE BACKFLOW PREVENTION DEVICE FOR THE ohisS s& Ia are NN a —) ra 5) | ung: a se oe a re ce STDS. FIRE FLOW LINE NEEDS TO BE LOCATED IN THE —~-xXCC GH IF | WATERMAIN' EASEMENT. ae eee x. SPRINKLER ROOM OUTSIDE OF THE BUILDING, ven Suter © *- = = 2) INSTALLATION OF NEW WATERMAINS SHALL . ee INSTALL: . REQUIRE INSTALLATION OF POLYETNYUENE WRAP. c 41+ = —_ - | vhs tx BEND (MJ) ; 3) WHAREHOUSING AND MANUFACTURING FACILITIES i= | WITH A FIRE SPRINKLER SYSTEM MUST INSTALL CONC. BLOCKING FLOOR DRAINS THAT ARE TIGHTLINED TO THE | a. ; . SANITARY SEWER SYSTEM. : 38 ' , oa : ~. 78 LF 12” Dl. W BE 7 ilk FS, ’ 5 LM! | i, 13.1" SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MATERIAL S Li | ~ EX. WATER f FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF L_EXPIRES A810) aE: BF Nand 4 cowmacro 10m ene CRONE A Pee Ar a Se eaLANON Ee . i is ‘ : c Kea J Z | a : G) & ee cae ~ 8 Pe agile lit odd " a ae hn ee SOIL CONDITIONS AND DETERMINE THE NEED. FOR FOUNDATION RECOMENDED CITY OF RENTON G3 \ ION. DING. PDEPARTMENT OF PUBLIC WORKS ac cot ype any penny -mN weeds ag CONSTRUCTION. PRIOR TO CONTRACTOR i aialiad taiaadacaiilaieiaiaaa i acta | > _ —_ , debe hate | MAKING CONNECTION, COORDINATE WITH BY CM. CM. Thamar. 4|t4lo0 G th AYAl--4b--4b ue “INSPECTOR FOR FITTINGS AS REQUIRED. 0 po een ee Ne | DATUM: av _M WA SANITARY SEWER AND WATERMAIN a 1 \EX. WATER owen od te se seme "HIGH CHAIN a ae a. | MANHOLE : er ‘aan A (} 2 EXeT. = ee STA 49+ 38.00. se LIpIe: FENG ELEVATION DATUM IS N.G.V.D. 29 AS ESTABLISHED BY gta Ld ‘My EXTENSION PLAN | i | T2012 TAPPING-TEE FROM BENCH MARK NUMBER Z—458, DESCRIBED IN Abpour : ! fe | | 1-12" GATE VALVE THE PIERCE COUNTY BENCH MARK BOOK AS A “NGS” DESIGNED _YCH 2 2/14/00 o | I} CONC. BLOCKING BRASSIE SET VERTICALLY IN EAST WALL AT S.E. CORNER ‘ahiiad MEB to A Si Sinn _ ft I. -_ FORMER SUMNER POST OFFICE, 1.5 FEET ABOVE CONCRETE eae a - 9 = | = ap a OF INTERSECTION AT KINCADE AND MAPLE. 1 REVISED PER CITY REVIEW JCH | DKB 3/30/00 |CHeckeD JCH [scale 1 =40. | eLD “C 5 _PAGE _ | { NO. REVISION BY APPR DATE APPROVED 10 i c : ; ~ IRE TO OF PBLIC woRKS SHEET. OF ly “omy ERED Le co, Fan 4 . an 4 LLA rAA 00 “BCE JOB NO. we ae ~2 Dok Ato 09 FELDBCOK: PPP-SS-—TTTT On. NOTES AND DETAILS RENTON, WASHINGTON STA: pt. rman P.E., Administrator ding/Public Works De Zimme anning/Buil Pi Gregg a = CITY OF = RENTON i: NAVD 1988 NAD 1983/7 ZONTAL: ORIZ VERTICAL: HOR AS SHOWN SCALE: MFB JGH EYED: SURVE 3/30/00 DKB JGH REVISION | REVISED PER CITY REVIEW es 1 NO. ST 1. 10. 11, 12. 13. 14. 15. 16. 17. 18. 19. STORM DRAINAGE PIPE SPECIFICATIONS é . - 12” SUBGRADE COMPACTED TO 95% ALL. STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING MATERIALS UNLESS OTHERWISE SPECIFIED IN THE PLANS. ALL PIPE JOINTS MUST BE GASKETED WATERTIGHT AND MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PIPE SHALL HAVE A MININUM COVER AS if . are HEAVY DUTY PAVEMENT SECTION SPECIFIED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (REFER TO THE MANUFACTURER’ S RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT LOADINGS). . ; (ALTERNATIVE: 4-1/2" ATB W/3” CLASS ’B’ AC PAVEMENT) NOT TO SCALE A. ORMWATER DRAINAGE NOTES: a GRADING AND DRAINAGE NOTES AND DETAILS BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SIDEWALK SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION” PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. SS Se SSE NOTE 2 DRIVEWAY OR ALLEY \ a aa a ee : ne oo o — Sw 4” CEMENT CONCRETE SIDEWALK, WHERE SHOWN ON PLAN. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVE \" CONSTRUCTION IS IN PROGRESS. " TOP PAVING a SIDEWALK EXPANSION JOINTS SEE NOTE 2 | \ DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. ALTERNATE 1 6’ MIN. CURB FACE ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING WHEN THERE IS A PLANTING STRIP AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 3/8” EXPANSION JOINTS SEE NOTE e f| BACK OF APPROACH CONCRETE CURB AND SIDEWALK 6" RESIDENTIAL NOT TO SCALE Tere 10” / | AND SW. 43RD ST. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. 10” COMMERCIAL OR y % INDUSTRIAL CURB AND GUTTER - ae ; ain SHOWN HOWEVER, SEE DETAIL “A 3 OTHER CURBS MAY ae ee BE USED (SEE SECTION A-A STANDARD PLANS) GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER <O THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A cs LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM SEER WATER UTILITY. OS2> Ke N.W. CORNER OAKESDALE AVE. S.W. LOCATION: ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARE FOUNDATION JOINTS SR IN ACCORDANCE WITH SECTION 7—02.3(1) OF THE CURRENT STATE OF WASHINGTON SEE NOTE 2 = STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON ALTERNATE 2 Te A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS °C,” ASPHALT WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO WHEN SIDEWALK IS NEXT TO CURB DETAIL A MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT a_veaenn OTHERWISE PER ASTM D-1557—70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER NOTE: APPROACH WITH EXTRUDED CONCRETE CURB DETAIL AND UNDER PVC. PIPE. 1, DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15’ C/C NOR LESS THAN 10’ C/C. THEY SHALL MONOLITHIC CURB , NOT BE LESS THAN 3/16’ IN THICKNESS AND SHALL EXTEND 2-1/4” DEEP, SEE NOTE 5 NOT TO SCALE GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE. FACILITIES e. lve" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH, SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED ¥ Z 2” COMPACTED DEPTH 5 SIDEWALK SCORE LINE es | | 18” » ALL JOINTS SHALL BE CLEANED AND EDGED, CLASS 'B’ A.C. PAVEMENT STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY » APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED u. STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. INTEGRAL WITH STANDARD CURB (SEE DETAIL “A”. 47 COMPACTED DEPTH CRUSHED ROCK — 6. SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR, EE EE CES Te eae ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL (WITH LOCKING LID AND COVER IN CITY R/W). OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE CEMENT CONCRETE DRIVEWAY ele oLeLere maa —- ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC . De o BEL 5 Aon OO ag , «3&4 WORKS, DESIGN ENGINEER. i a elie Beton f | ( é ue : lay OO ea O00 000" 92 Og S¢ ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE ‘ as. OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE L = FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES/40 PERCENT TO 70 PERCENT cs > PASSING; 2 INCHES TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND —2 INCHES ROCK/10 PERCENT TO 20 PERCENT PASSING, PHASE 3 RENTON, WASHINGTON 12” SUBGRADE COMPACTED TO 95% PER GEOTECH. RECOMMENDATION ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORMWATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED TYPICAL. PAVEMENT SECTION AS—BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. (ALTERNATIVE: 3” ATB W/2” CLASS 'B’ A.C. PAVEMENT) NOT TO SCALE OAKESDALE BUSINESS CAMPUS ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF 3” COMPACTED DEPTH RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND CLASS 'B’ A.C. PAVEMENT MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 6” COMPACTED DEPTH CRUSHED ROCK — THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE. SAFEGUARD, BASE COURSE COMPACTED TO 95% SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT TITLE: PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT—OF—WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS O PG Oo $| OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23, TRAFFIC CONTROL, SHALL APPLY. an - — omnmnemeen — aa SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN ; ER pss THE AQUIFER PROTECTION AREA. : ik ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. PER GEOTECH. RECOMMENDATION 18215 72ND AVENUE SOUTH KENT, WA 98032 SURVEYING, ENVIRONMENTAL SERVICES (206)251-6222 CIVIL ENGINEERING, LAND PLANNING, (206)251-8782 FAX DUCTILE IRON - 4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL BE CLASS 52 AND 16-INCH THROUGH 24-INCH DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDANCE WITH USA STANDARD A-21.1 (AWWA C-51). ALL JOINTS SHALL BE PUSH-ON, MECHANICAL, OR ge TT ’ FLANGED (6-INCH MINIMUM COVER). -~_ CONCRETE - 4 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE NON-REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-4 (CLASS II). 21 INCH THROUGH 36 INCH DIAMETER PIPE SHALL BE REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-76 (2 FOOT MINIMUM COVER). PVC — 4 INCH THROUGH 18 INCH DIAMETER PIPE, WITH 24-INCH TO 36-INCH OF COVER SHALL BE _IN ACCORDANCE WITH ASTM D3034 SDR 21, 4-INCH THROUGH 18-INCH DIAMETER PIPE, WITH ASTM D3034 SDR 35 SHALL. HAVE 36-INCH MINIMUM COVER. ALL JOINTS SHALL BE PUSH-ON WITH RUBBER GASKETS. PVC STORM PIPE REQUIRES A.C. COLLARS (I.£., CATCH BASIN CONNECTION) OR KOR-N-SEAL CONCRETE BOOTS. ‘ : HELICAL CORRUGATED PLAIN ALUMINUM PIPE (CMP) - 6 INCH THROUGH 18 INCH DIAMETER L_DPIRESCA Lab 0) | Date “Tim - 04/13/2000 LUV 3247204 Qe ETO Le PIPE SHALL BE_16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. 21 INCH THROUGH CITY OF RENTON 36 INCH DIAMETER PIPE SHALL BE 14 GAUGE WITH 2 1/3 INCH X 1/2 INCH CORRUGATIONS. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36 INCH DIAMETER. ALL ALUMINIZED PIPE SHALL HAVE ASPHALT TREATMENT 1 COATING (2. 0-FOOT MINIMUM COVER). DEPARTMENT OF PUBLIC WORKS HELICAL CORRUGATED STEEL PIPE (HCMP) - 6 INCH THROUGH 36 INCH SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. ALL STEEL MATERIALS SHALL BE GALVANIZED AND ASPHALT TREATMENT 1 COATED. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36 INCHES IN DIAMETER (2. 0-FOOT MINIMUM COVER). cae GRADING AND STORM DRAINAGE CORRUGATED POLYETHELENE MEETING THE REQUIREMENTS OF AASHTO M-294, TYPE S. MINIMUM PIPE DIAMETER SHALL BE 8”. MAXIMUM PIPE DIAMETER SHALL BE 36” OR THE DIAMETER FOR Se NOTES AND DETAILS WHICH THE SUPPLIER HAS A JOINT CONFORMING 10 ASTM D 3212, WHICHEVER IS LESS. JOINTS SHALL BE CLASSIFIED AS "WATERTIGHT". WATERTIGHT JOINTS SHALL BE MADE WITH A SLEEVE DESIONED —_JCH OR WITH A BELL SPIGOT AND SHALL CONFORM TO ASTM D 3212 (10.8 PSI) USING ELASTOMERIC === 1 pare 2/14/00 ELEN. GASKETS CONFORWING TO ASTM F 477. GASKETED JOINTS SHALL BE LUBRICATED AS RECOMMENDED a BY THE PRODUCER DURING INSTALLATION, "SOILTIGHT” JOINTS SHALL NOT BE PERMITTED. JGH FITTINGS SHALL BE BLOW MOLDED, ROTATIONAL MOLDED, OR FACTORY WELDED. THERMOPLASTIC |_| REWSED PER CITY REWEW WOH | OKB | 3/30/00 | CROKE ae | SOME N/A |RELD DOK PAGE PIPE FITTINGS SHALL MEET THE REQUIREMENTS SET FORTH IN AASHTO W 294, NO REVIGION wy | APPR DATE | APPROVED acy ~ ~~~ leer CB oe 10 ; DIRECTOR OF PORTICO WORKS CHES TEO-Gn- 28399 LLA~ 14-005 BCE JOBNO. _59f i WATER NOTES AND DETAILS SHE PPP=SS=t7it ra) ; om ,, jz re a |S 8 |z Fi W, ~ S: ie re ae | » a C = 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE W/ THE STANDARDS & SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT & THE LATEST PAPER SPACE, TILENA EDITION OF THE WSDOT/APWA STANDARDS & SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON g wm SITE AT ALL TIMES DURING CONSTRUCTION. = . > 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING 2 BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC ih x WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, & 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. (0) 12 S Ba Qa. “ 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE & IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE & CORRECT oa Lu ~ = LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE, CALL 48-HOUR LOCATORS, 1-800-424-5555. 4 OD 4. ALL WATERMAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 & C111 OR LATEST REVISION, THICKNESS CLASS 52 CEMENT ee es Ben | O ; MORTAR LINING & SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING ic wa TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA (105-77 STANDARDS. a ay Tp) b~ 5. CAST IRON & DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, & IN ACCORDANCE W/ ANSI/AWWA C110/A21.10-82. ee Delis LL . CEMENT LINING SHALL BE IN ACCORDANCE W/ ANSI/AWWA C1O4/A2I.4-88, IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER & HAVE MECHANICAL soi V4 = JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE W/ EITHER ANSI/AWWA C110/A21.10-82 OR ANSI/AWWA C153/A21.53~84. 3-INCH TO 12-INCH DIAMETER <{ > FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE W/ ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF COVER O 0) ANSI/AWWA C110/A21.10.82 & ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING W/ A MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53~84 & THAT PORTION OF THE FITTING W/ FLANGED JOINT(S) SHALL BE IN ACCORDANCE W/ ANSI/AWWA C110/A21.10-82. : ~” <{ ACCEPTANCE TESTING IN ACCORDANCE W/ SECTION 53-5.3 OF ANSI/AWWA C153/A21.53-84 OR W/ SECTION 10-43 OF ANSI/AWWA C110/A21.10-82 SHALL BE St nh eee NICE Tei sean ee 1. 2” tapped tee or > OBTAINED BY THE CONTRACTOR & TRANSMITTED TO THE OWNER, Sco ss od = EH 6. GATE VALVES SHALL CONFORM TO AWWA C500 & SHALL BE IRON BODY, BRONZED-MOUNTED DOUBLE DISC W/ BRONZE WEDGING DEVICE & O-RING STUFFING BOX. a Fa ae 2. 6” long X 2” brass nipple with threaded ends (MIPT) ; , VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380, ar DIAL DOWMECT HERE , ; ; : OR M&H. ALL VALVES 12° IN DIAMETER & LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12” GATE VALVE ASSEMBLY VAULT oN Shiba 3. 2” double disc gate valve (full opening for tapping) with threaded ends, & 1” BYPASS INSTALLATION. . bss Cree pares ec EES square operating nut nt O or Gb 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING W/ THE PRESSURE) CONFORMING TO AWWA C-504-80 W/ A 6--INCH INLET & A M.V.0. OF 5 INCHES, TWO CRUSHED ROCK BASE 4. Two piece cast iron valve box. Standard 8” top section with regular base section, 6 : pL 2/ 1/2 INCH HOSE NOZZLES W/ NATIONAL STANDARD 7-INCH, 60 DEGREES V. THREADS, 0.0. THREAD 4.875 & ROOT DIAMETER 4.6263, 1 1/4-INCH PENTAGON (5) ss CRT, "OA length to fit, “lug” type cover. (. = OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). ” ” RVI TAI ; < 1-1 £2 AND 2 WATER SE CE DETAIL 5. 2” X 1-1/2" hex brass bushing (MIPT x FIPT) tc =z = 8. ALL WATERMAIN 10 INCHES & SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAN 12 INCHES & LARGER SHALL BE 5 woeh 1-1/2" beeen oF Seaweriiemine @” neath. Uxteuded ead AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMANS ARE TO BE LOWERED TO CLEAR. , ae PP a Soe eee ” OF 2 each 1—1/2”—90° brass or bronze elbows (FIPT x FIPT) 9, ALL WATERMAINS SIX (6) INCHES IN DIAMETER & LARGER SHALL BE CLEANED W/ PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS” SHALL . , ae _I BE GIRARD INDUSTRIES AQUA SWAB~AS OR APPROVED EQUAL 2 LB/CU FT. DENSITY FOAM W/ 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" 1. 2” tapped tee 6. 1-1/2" (MIPT) x compression fitting, Ford C84—66 or equal. ONLY. "PIGS” SHALL BE CYLINDER SHAPED W/ BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 7. 1-1/2" soft copper tubing type "kK", length to fit. 2. 6” long X 2” brass nipple with threaded ends (MIPT) 8. 1-1/2” pack—joint 90° ell, for Ford L44—77 or equal. QA. ALL WATERMAINS & SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE W/ THE SPECIFICATIONS ow a CITY OF RENTON & THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATE OF THE 3. 2” double disc gate valve (full opening for tapping) with threaded ends, 9. 1-1/2" Customsetter with by—pass Ford VFH 66—12B x 13—3/16" or equal, with flanged CITY OF RENTON. ; square operating nut angle valve and padlock wings on inlet, and angle check valve outlet, ball valve on . 4 , b ith lock wi ical i QB. ALL WATERMAINS & SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (wna CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM —" — ¥ ypass with padlock wings. Customsetter shall have vertical inlet and outlet. HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID, CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE W/ SECTION 7-11.3(12)E OR 7~11.3(12)F 4. Two piece cast iron valve box. Standard 8° top section with regular base section, . wh OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. length to fit, “lug” type cover. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. O.+ as 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 5. 2” brass bushing (MIPT x FIPT) 11. Water meter shall be supplied and installed by City of Renton upon payment of all Cx, a PRIOR TO SCHEDULING THE PRECON, A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL 2 each 2” brass or bronze nipples 6” length, threaded ends related water meter fee and satisfactory pressure and purity tests. oO Z. gic BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 2 each 2”—90° brass or bronze elbows (FIPT x FIPT) ’ nN BE , . 12. 17"x28" concrete meter box with 3/8” steel diamond—plate cover equal to Fog Tite = =y¥ 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 6. 2” (MIPT) x compression fitting, Ford C84—66 or equal. Meter Seal Co. No. 2T. Meter box shall be double stacked. wee > + 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES & METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION 7. 2" soft copper tubing type "K’, lene to fit. | oa ae . a ins . os Fo Z, ou PERMITS, & PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 8. 2” pack—joint 90° ell, for Ford L44— or equal. , a is responsible for any necessary adaptation or extension of = 3 ey ee 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS W 9. 2” Customsetter with by-pass Ford VFH 77-12B x 17-3/16”" or equal, with flanged O (@) (aa Bo PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION & MATERIALS TO BE SUPPLIED BY THE CONTRACTOR & BE ON-SITE PRIOR 10 angle valve and padlock wings on inlet, and angle check valve outlet, ball valve on i-- 3 = CITY NOTIFICATIONS. bypass with padiock wings. Customsetter shall have vertical inlet and outlet. 1-4 /2” & 2” WATER SERVICE DETAIL 2 9 “= @ ’ 5 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY ‘ai i d installed in meter setter by contractor. @E DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS-BUILT DRAWINGS. 10. Rigid meter spreader to be supplied ond installed in y LOCATED IN RIGHT—OF—WAY BEHIND SIDEWALK Lu. co eae © = 11. Water meter shall be supplied and installed by City of Renton upon payment of all Y : - eo 15. CONTRACTOR TO PROVIDE PLUGS & TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING & PURITY ACCEPTANCE PRIOR TO FINAL TIE~IN. related water meter fee and satiefectery pressure end purity testa. “ ON ADOPTED Ui < enil <5 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE, RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS, OHIO OR bce : ; ; CITY OF RENTON ~ <{ = Lo EQUAL APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. 12. 17"x28” concrete meter box with 3/8” steel diamond—plate cover equal to Fog Tite mM Ou. 5 Meter Seal Co. No. 2T. Meter box shall be double stacked. Standard plans ae > 17. ASPHALT & CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, LST DATE: i uy OO ” PAVEMENT, SIDEWALKS, CURB, GUTTERS, & DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 13. The property owner is responsible for any necessary adaptation or extension of 13/9/95 “| 2B t ice. 35 18. A TEMPORARY COLD MX_ ASPHALT PATCH SHALL BE PLAGED ON THE DAY OF INITIAL EXCAVATION W/ A PERMANENT SEALED PATCH TO BE PLACED, TO CITY OF RENTON waren Sermice <{ ES 8 POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH, TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR . 5 ; 4 32 WRITTEN APPROVAL OF THE INSPECTOR. DATE REVISION BY |APPR’D DWG. NAME: BR42A SP PAGE: B107.2 a Lu 82 19. FOR CITY PROJECTS SUCH A TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. LL o Bg ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULED 80 PVC PIPE. WW Z ES SE RTSET A doed fs Hi ‘os EVEL ALL GROUND 2 ‘ — LEVEL, ALI, GROUND i J MIN LARK _ \ | | me ¥e = m= _ ti - - § 5) Ss = = Zo HYDRANT LOCATION IN CUT OR FILL Fill 5 Sty 4 a ra ia Y/Y 6 18 ye |e le —FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR tt >< é — a lead Nast elke Me COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929 AND > < GZ | a MUELLER. SUPER CENTURION 200 WITH: 6” MECHANICAL JOINT INLET c., “ $s w| & ITH LUGS. > Zz t x) & 5-1/4” MAIN VALVE OPENING TWO 2-1/2” HOSE CONNECTIONS NATIONAL <PnNns ge < STANDARD THREADS. 4” PUMPER CONNECTION CITY, OF SEATTLE THREADS QADNKR £5 _ =o WITH A STORTZ ADAPTOR. 4” SEATTLE THREAD x 5” STORTZ, ATTACHED WITH zoo Ke Slow 1/8” STAINLESS STEAL CABLE. 1-1/4” PENTAGON OPERATING NUT. _ FIRE QS | | ti iol & HYDRANT TO BE PAINTED WITH TWO’ COATS OT PAINT. PRESERVATIVE PAINT No. ~F5Dn £&Y Bl 43-655 SAFFTY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE QO $2 iP ROADWAY ASSEMBLY FOR 4-1/2” TRENCH. FIRE HYDRANT EXTENTION TO BE 2 fae Ee — ——— USED IF REQUIRED. uzss we | 2 CYAN 83 > © Fs 18" TO 20" ” OR 12” BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB MAX 4°, MIN: 2° 5" STORTZ RAISED PAVEMENT, MARKER TYPE 88 AB STIMSONITE TWO-WAY BLUE. TWO-PIECE CAST IRON VALVE BOX. EQUAL TO OLYMPIC : FOUNDRY CO. STANDARD 8 TOP SECTION WITH REGULAR @: BASE SECTION LENGTH TO FIT. —~CONCRETE BLOCKING Sia IRON TEE WITH 6” FLANGE SIDE OUTLET. 6” GATE VALVE (FL X MJ) EQUAL TO MUELLER CO. A-2380-16 \_.6” DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4” STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. 16” x 8” x 4” MININUM CONCRETE BLOCK ——~ z . . S gi al a2 7 CU. FT. MINIMUM WASHED GRAVEL PASSING 1-1/2” BZ AND RETAINED ON 1/4” MESH FOR DRAIN. | _LEXPIRES % : FIRE HYDRANT ASSEMBLY DETAIL | O< g siemens CITY OF RENTON a Y ADOPTED FOR APPROVAL DEPARTMENT OF PUBLIC WORKS CITY OF RENTON , Ad)! E Wai a SED PUMPER PORT bev] oT etnies tine , — — BY Ges 4( val oo iB CORRECTED TEXT & CHANGED PAINT COLOR | Rim] OT cee capes. NW i DATE REVISION BY [APPR'D A ena ee —— . i Se oa OWG_ NAME: Bi SP_PACE:B BY _ WATER NOTES AND DETAILS DWG. NAME: BR24 SP PAGE: B102 BY Aeon’ Gppoun/ fi ajuUloo S DESIGNED _JGH = = DATE 2/14/00 | ee FILE NO. = i ian an DRAWN _MFB -| 1 | REVISED PER CITY REVIEW JGH | DKB 3/30/00 |checkeo JGH | scale N/A [FIELD BOOK PAGE __ we ieee wd re Bate iii OCs ae encet C7 OF 10 bee CT ony Lh 49 -405 B.CE. JOB NO. _99t | WATER PROFILES 3s 3 x z 6 4 = od co os = < 3 8 [8 ly 3 6 4s i iho te ee Le. a wv PPP—SS-TTTT fatet CD: AND S.W. 43RD ST. N.W. CORNER OAKESDALE AVE. S.W. WATER PROFILES RENTON, WASHINGTON oe) ee eee Seen EEE STA. 18+71.00. EG kee ev Pda weg LOCATION: tO CITY OF wt -RENTON LOT SCALE: Pianning/Building/Public Works Dept. Gregg Zimmerman P.E., Administrator Pj -MATCHLINE - BELOW LEFT BaP eer PEP CTeaT es Pere erent eae San [a , 1 eee Lee sorpbsterrrsrt iss pected: | 1: | eae 2 bo ee ee ‘STA. 4 ee eee t gms eho gms pb mwa 6 mono cae vw ay cai : 4 >... 1 INS : ce Ee ia _ eww a ds STA. 18158.00 ~ . 1 TS T2%10" TEE (MuxFL) EERE EE OSETESSESSCRS SSC OWS SOE 7 SEE aT od EE al on, beeettetee tees ee nenes : : : : : : : er en ee es 1 dak 6". TEE. (MJXFL) ert vss eeemuans of x ao 15: ZONTRACTOR TO” FIELD. VERIFY oe ” 7 : | a EE Tyg” GATE. VALVE: (FORMA) 440" GATE. VALVE, oe Lda hed aS Temes io hot Soar to bemae re dant , ) “ : 7 ; wana ta! So = Do - tT LE @" Dd. Mate Ay >. CONC. BLOCKING oe: Pov EOF EX ATERMAIN’ PRIOR’ TO ANY’ (°° 0°00 0° Gan: te. 49", VALVE. (FLxM STA, 15453,00'- ener Spat bmeede dtaea sy fe ee A thas We ww hn eles cnt rn. seen ploiitiiin | CONSTRUCTION. .PRIOR TO CONTRACTOR 22s Pte" ‘VALVE ye epee ae eee) PSPS ett We ya 1-12" 90° BEND wy at Peeee ee eee boeeeeeeen peeeee 7 1=FIRE_ HYDRANT ASSEMBLY or ee pon : : an DI. -EXTENSION | rr ee Mgt bw ag ee we ae ge nw ee cE wm ge Boe we GER watt » VY, F MJ) Ce CONC. BLOCKING - Se es ee fe be fae FS sad PER CITY: OF [RENTON :STDS.. er eee ee _ Pot ed nee tty Peete ve DeEAHBER Food 4 —FIRE.- HYDRANT - ASSEMBLY fom we AY ew i re bo ee ee gE a noms os kf we am ally lwo oe Keg we o Eg i ig 6 (GATE | ALVE. (FLx MIP PM A ‘ bs a eae Sg 8 . bok SEE DETAIL: SHEET C?: bo. ; ne eam ba Se de bcm tea : INSPECTOR | FOR FITTINGS AS REQUIRED. reer! PER CITY OF RENTON STDS..0° cc nn Sam EEL tlm we 4 adie e 10.LF 6" O.. EXTENSION. beeen. Py BOK BLOCKING. ps 7 ne 7 rere ee er a : ‘REMOVE - PLUG: AND ‘BLOWOFF ‘ASSEMBLY _ fj em as «Re wm ge F POMP INES TUIN, DIO... . ChE SEM Re ESR MRS ER TEeerTTTee She ge ¢ Me : oe ets ee : oom bg FIRE! HYDRANT - ASSEMBLY °° ‘ Pewee ma es bs 4 Sohey es . “4 ao F ater te ae bes ewe ws po zk tbe gemnenmamnsieteeseerer ator tet attains a meelacoute get tearm at Mekteete eras eng epee Gen mearunsteem 1: SEE DETAIL SHEET. C700... Jaa mpegs mrt ae Snle h op 2 erat ys ie Sean Sgeecueeocinys fenirsaiawyn bicycles er naan gaa igs a hea ears pins a] ; — : oe 10 | / CoNc. BLOCKING oo, oe nl nna eran a personnes flee eererns ne Se ee crip eee ot ean) eee eee eee eee | | .. MYNY. BLULEA ee Ba 8 Gm Boe of om wee Bonn Be we wll oe oe em Bone 8 y be ae o : i : : PHASE 3 WATER PROFILE STA. 10+00 TO 22+50+ PLOT DATE: NAVD 7988 NAD 7983/7991 AL: ONTAL: VERTI SCALE: 1”=40' HORIZ. 1”=5’ VERT. RENTON, WASHINGTON : 3 : : : : 5 : : ¢ OAKESDALE BUSINESS CAMPUS SCALE: é . N 3 m ai Co oy my 1 “y t | we as i} £2 band ul oO Kd a ee r fin ELGO”~ Qa bs a S| awe . z 296 Vp) 4A5O we] af Q 3 Z2lePr o|& > ( Big fF aay aie at ncnsnnnirarncnininin winlernievtya. eine nsoieieun oon etnteg, 2 age Wbuese aceimieseunaceinitegaiein nae aia nine Lie MM aanie ein aston te gigas ainae tot nse bible iM Sie GIR BIN PRAY Hp HOGS WHINE FR So WIP Rie elalaladie eels nag GM Hh He HTS a0 Hig HAAG gay Hp ll RONEN vie Hl OED Me SHAT L ped 2 ae | ; a us > 9 , INSTALL: —12"x12" CUT=IN TEE, (Md) TITLE: —12” GATE VALVE (MJ) 2 12” SOLID SLEEVE (MJ) . ? CONC. BLOCKING (AS REQ’D) “ . = TEMP. BLOCKING AND BLOW-OFF ASSYS. JGH MFB JGH DKB = RVICES NNING, = si nd white flee Seoppy’l Sepllepteorimage Gade 31h: Sapegime s SME 6 f o@ REET ER EE GE EMME Ea eRe Rt ewe eee Pee = o ie ds | wbw ms bo mH es EX. ‘GRADE: 0. GC PIPER Sik. Pe Ma os bes ot NEW 12” DI WATERMAIN A 7, = & Gi, |@ Is ee es ah iciiicibitiaartjsticiieesii mma Pp: bu a. 2 me ze 12 | Go f& . eT sl os $a @ Rd ens Ewe S Cw wae Rw EES pe eae ewe gs : 7 = Z it i 5 & mire or Torpyeuaneanegs ge agai os ore gee ee alae srass'acoa's MILE Cal ere eg are ns pa ys dbiaw Vereamnscwente the dr assiniees asso newer ig ersomnaenteer napmeeap « | sccesseavcorewiesanmnsel apdduncocwnassllnur, ex sod aulworenemsscenneesetnier : a me) ~< als heat as bg ewes cra — “sg rr en a. er ee ee: ren : 25 i 10°+ | > re ZG = i —— poe ee oe pee me te ened Pee ged page tS 5 INSTALL: lu ” Az o , vd . 7) : : 1-12" BLIND FLANGE AT BOTTOM fo 6S z 1-12" BLIND FLANGE ON TOP it aes = c i £ | re SURVEYING, W/2” TAP AND 2” PLUG 1-PLUG (2” TAPPED) TEMPORARY BLOW—OFF ASS'Y. BEFORE CONNECTION CONC. BLOCKING (AS REQUIRED) 4 t INE Pea, ae Banaras: Caeee par Pda ts plpc meric s| =f 1-12" VERT. CROSS (MdxFL 1 ‘ i re eer a, 245 Laie hy seene & Tere Te LEC e Te cc a Dawe ee wees se resnee era moe a a MINS geek 20 "DATE | APPR 25 N 3/30/00! [8215 72ND AV 1 KENT, WA 98032 (206)251-6222 CIVIL JGH BY — i : SOLID SLEEVE - Pe DD 42 BDA EXTENSION. 0 2 . LINSTALLE 2: | E: - ee ee Se “FIRE HYDRANT ASSEMBLY STA 224+29.00. AND ' “ DIP DDD pli bill la. ll) PER: au &, eal RENTON, SMe. ce ber pw eta e¥he age ams ¢ Su: — 00. : ALL AREAS TO RECEIVE FILL w O———_ LS ee MATERIAL SHALL BE COMPACTED TO FINISH SUBGRADE PRIOR TO INSTALLATION OF NEW WATERMAIN. MATCHLINE - ABOVE RIGHT AFTER PRESSURE AND PURITY CONNECT TO NEW 12” VALVE WITH NIPPLES 1—SOLID SLEEVE (LONG PATTERN SLEEVE); W/ SHACKLES CONC BLOCKING REQUIRED AFTER CONNECTION RECOMENDED “CITY OF RENTON WOT TO SCALE FOR APPROVAL DEPARTMENT OF PUBLIC WORKS Seeeeeeens (eneeeeee ce eeneeee cae oe Ss a eeeeees el eae ” By Viel , : , po : WATER CONNECTION DETAIL ery, 20+00 214-00 22400 NOT TO SCALE | By EX. 12” Di REVISION cw ool pegsieneD = JGH pate 2/14/00 sd |FHENOD | REWSED PER CITY REVI DRAWN _MFB FILENAME: 1 | REVISED PER CITY REVIEW JGH | DKB | 3/30/00 |_CHeckeo CH | SCALE RELD BOOK ___ PAGE NO. REVISION BY APPR. DATE APPROVED weer 8 OF. 10 _ DIRECTOR OF PUBLIC WORKS 1 NO. WIR -27-2879 B.C.E. JOB NO. (Po ; [As é Pu o,y LLA-4%9 - go5 NO. DATE: LDBOOK: DRAWING PPP—SS-TTTT WATER PROFILES RENTON, WASHINGTON Administrator PE E., CITY OF RENTON uilding/Public Works Dept. B REN Gregg Zimmerman Planning/ 1988 1983/7199 An 4g NAS NAVD o VERTICAL: HORIZONTAL: MFB JGH SURVEYED: DESIGNED: DRAWN: '3/30/00' DKB JGH REVISION | REVISED PER CITY REVIEW NO. FILENAME: WATER PROFILES VERTICAL AND’ HORIZONTAL, LOCATION 042" 6p NK JE INSTALL! = 2" DOMESTIC: METER’ : OF: EXISTING - WATERMAIN: PRIOR: TO ANY: | INSTALL: Z = STA. 32+34.00- Lead tet 2 2) TD eIRE HYDRANT: ASSEMBLY [omnes swe : ree coss | ta: sot PER: CITY OF RENTON: STDS. Paes es sae rere oe ae el ee ee Do prisms mas pe CONC, BLOCKING; Sod ade a ee es oe we foe oe Ba EP we 8 EOP wa 2 & € Bs ea ¢ 8 EM we few w «© eo we Fo owe we a foo ae me 2 Fw mae © 2 Bade € F BS FF cos ee wb ke me me wR ew ww pe we we ee we oe fom em be & & 8 Bo Ge 2 eB Reps BF me ee em me me yw eg st 4i755.00 92" 45° BEND | (Mu) CONC. BLOCKING -* ae) Serer es © STA. 404+56.00. 0 INSTALL: STA, 56455. 2 AND - 7 a SERVICE: LINE fo , os oa eat L INSTALL er: Te emer vatect Roca a eer etvemenonnet oon ian oe eee | eo > 4-12") 45" BEND (Mi) STA 4243500 ents ae ‘L iwstave CONC. BLOCKING: Madits st om ay 4-12"%12" TAPPING TEE. eee be : » STA. ee oS o Teri. beget GATE, VALVE. - beam ef ate cars GATE VALVE: (a) - CONTRACTOR: TO FIELD. VERIFY (Min wee nad “Ag Are ALY {FM ee erie AND HORIZONTAL - LOCATION. MATCHLINE - ABOVE RIGHT W7R - 27-2839 _INSTALL: : STA. 34419. 00 sted say ceeseonusinamecamesdind fas 1 anil DEGRA OF Ny OTE poe besrsete teers | ee ee ee is an Gs a dm we OR EE Be Ee dy we we ee EE eo ; wile w fos woe fo eon me eos em a 2 ow E i, won es : now. mee wide ie on g fs ow at RS | CG 1 i ee eres | bee @ ame: C4 rn ee WW]. . su hs § ES A Tio ON ate es 1 ee eee ee i: en) re a See we we i >] ern. o al: ‘eens eeeeee:: fs & ee 8 € SY & Re * ' eo Boe 8 ow me wm 8 we we wee ww em eG yo pee ie: re: a PROe PEeeTen ae Sener rres Free eran on rrr star Wom seetstepheirast teed er WATER PROFILE STA. 30+00 TO 42+S0t saowas ws Ehesmew eva atdlwe sor on keunenenincereeersinie ss sere SEES STON SANS TRACISW TS SG 1G ME ERO RRR es os ore ey SCALE: 1°=40’ HORIZ. 1”°=5" VERT. 14" MIN, COVER: WATER PROFILE STA. 30+00 TO 42+50+ SCALE: 1°=40' HORIZ. 1°=5' VERT. i all LF 6" Dil. MATCHLINE - BELOW LEFT "PER CITY OF RENTON ‘STDS: “SEE DETAIL SHEET C7: ALL AREAS TO RECEIVE FILL MATERIAL SHALL BE COMPACTED TO FINISH SUBGRADE PRIOR TO INSTALLATION OF NEW WATERMAIN. Ioer GATE VALVE (FLoaAi) Serene See Sceeeeeeee eee EXTENSION SE lllliliiiiiiiiitiitigccitibtssiceae 4 —FIRE- HYDRANT: ASSEMBLY ih 2 § & B re ee ee ee PER CITY OF RENTON STDS) 2 ee GEE. GIOTIAL...GIAGET...CP pe ttteerneten nents: Svetteetees -_INSTALL: = “CONC, BLOCKING | Ss ee@dwatae a) ee eee. fee : we BS gt 2 ewe 6 & A Pi itt: STA. $2477.00 Ss Bueeees CUOUTCRUTE Oe: CeeTaCetTSeeee el ci. pie Ra Lee nome ww 8 we hoe ow woe ew ee Bowe ew we ee we Eee ae ee em & F op MEDS NE ee ee ee ee we A AND SW. 43RD ST. N.W. CORNER OAKESDALE AVE. S.W. LOCATION: PHASE 3 RENTON, WASHINGTON OAKESDALE BUSINESS CAMPUS TITLE: 82 FAX i i 18215 72ND AVENUE SOUTH KENT, WA $8032 (206)251-8 ExPRes Alay RVICES NTAL SE CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONM societies CITY OF RENTON FOR APPROVAL DEPARTMENT OF PUBLIC WORKS py Ntom Gryoue” : WATER PROFILES LhA-49 -005 pesianeD JGH =. | pate 2/14/00 hee DRAWN _MFB REVISED PER CITY REVIEW JGH | DKB 3/30/00 |.cHeckeo _JGH | scate __.. PAGE NQ, REVISION BY APPR. DATE APPROVED GREE Toke ab PonnE Work 7 ene ver CO or 10 Eis Viol GS cin O44. BCE. JOBNO. 291 vt PPP-SS—THIT XREF: a ENAM coc Fite : SANITARY SEWER EXTENTION PROFILE, NOTES AND DETAILS 4 ) Vp) <. “) - Ul w < — <Q 6 B -- Uj ~ a< NVA = in Sw . Q ) oc [ul << u = 9 5 -_ 7 a . Seeses CESUESEEES PESUECUEEOECEECCSESS FESEEES OT TEEEEEEESE <2 Ww pecs re i acamliiineiianel de tli 8 ‘peenes Dp perres ett teeres FESTCED [Ct LSE CIeeEt ~ Pereeeee: | 65+10.00 ar : : vd = poe RIMB 25.8000: NEW SSMH'#t : ee eee eee STA. 60+00.00°- aes Terre 3 2 : piamess "| IE=15.03: (B": OUT) RIM=235.60 : 0 bee e at uwmsbouuree Seerreenrt renee 7 errr bee ee eres L IE=12,38 (B" IN): Po bee eee bee. | ee : | : jaws (pabkiismarslae a8 IE=12.55 (6" IN) perineal Seaaliiit: 3 i: ee rs en et ek Se wo IE=11,95 (EX. 12") 005. | ewes [eames reawiverwet i sagiatasees rs] : ae Lo 2 Cacti poste Cc slateta tb atacel tinbsts bidet etek ” bal i i ; : : Po fe bebe ee ee bee pee fe be fH, oe ae a ee Daeenneae: w CoO se} ee ecgbirnenciiciughociiibiicgbes biccc ous bessresesahessshispepcipcs sco p bil pl biopsies cprs sss p sss pes essere ypsisedesapedpeges sees tsy bx jccceee Pettis Z > wef PE ERSTDED EBD PIII EDDREEES SE SoG tage esc ewe) comers tebe teers reaped scm r es fase sams fewins ba ws fades Sal seme sc ammas ime rr ee ets ee ales s same pa eh sees wwe yoo § => fon ou Seereet: 4 SROSGGGe 0 EEOOGES DOSES LL600 Lat s0n tt Siichiieed CRC LIReE tC. Serer Cle Poot) ee a) nn Pees oh Penner inee be) eke = — fx] ao sis seo geet sorely os LW wR als MR RINWNIT a Hh aNaeaire 1 om ae We Shea atacILAINNTE El sheseenone on ahs oe aremioneetatemmnens cries encestel omaes a ietpmpenannene we 9 a ay anal Cagis A Hy GE 8 SB Lvs aes ag 0 Locencacerne oe os cy ecrsurbacetedsoartae eb incertlan voarucbiie se 28's trad’ tinue talline wiltieadict oa, macomaseerae eanreato ls a2 wy wy ceespamenseneatswine ae La wane lon Gh dD thesia dea’ dn ca 08 Seale sialiedenellooe or 0? ec co troecoaseucmarpuersosce aco O OR 35 F- = 2 uve 1 2 ‘ ' ‘ 52 SANITARY SEWER PROFILE STA. 60+00 TO 65+0+ ee Mm & ps. SCALE: 1"=40' HORIZ. 1”=5’ VERT. P 04 i: oy < cm = SANITARY SEWER NOTES AND SPECIFICATIONS: c+ AINI | i vel TES IN : uy 5 of 1, ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY MANHOLE FRAME AND COVER x ar DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. SEE DRAWING BR29 D = e ppm —————- (WITH LOCKING LID AND fi “3 2, THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM. TO 3:30 P.M. ON WEEKDAYS UNLESS COVER IN CITY R/W) if va az OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL ADJUSTMENT (4" MIN.) v7 te OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, § FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE, CONE 6 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION” RUBBER GASKETED JOINTS PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF IN ACCORDANCE WITH ASTM C—443 3 RENTON STANDARD SPECIFICATIONS. . 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 4] STEPS = 3/4” DEFORMED BAR 2 VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. by STEPS SHALL BE INCLUDED iT 4 5. A PRECONSTRUCTION CONFERENCE AND A 24—HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION, IT oP ’ oes CONCRETE RISER BY PIPE INC., yo SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. MIN 48° eS Eas tip anelMe Ene res =~ (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S b- RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. = fo) x 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF 7 , om - ot gf Sl & WORKERS AND OTHERS ON THE CONSTRUCTION SITE, MAX. PIPE SIZE — 21” 1.D. wh S 25 x LADDER-—STD. ALUMINUM ; 5S 25 a la le (le 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY i OR GALVANIZED STEEL “ zo” & i? le (@ 2 OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. MORTAR lu - wl é je |g | (8 FLEX CONCRETE SHELF LS x of ) 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. NG i Si iZ = y Of ; 4 ec . > ~Z | & 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. oo OR CAST IN SHELF. ZON8 fk < Nace aaonrm es one oe 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS—BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH typ Zee 8f 8 tu HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. ef MIN[ Tse i oe a Zs Q| <« Ww) QZ >| S 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, 6" MIN. (TYP.) 0 -AN fe ane MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED NOTE: ages mS iE) >. LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. OUAN £2 Sm MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR ee oes ee as SURFACES, INCLUDING CHANNELING, COATED (SEALED) Ty Te” 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED WITH A HIGH SOLIDS URETHANE COATING; — ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A ee Gen, ee ra CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT calor er Lee ios e. CSaaT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. KS as, INC 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND GS. SANITARY MANHOLE TYPICAL DETAIL 1 [2 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT a eee K Wovens FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. £6) 61h Jp \ . ee /, 3 z 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) ONAL AN | |S OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THIS SHALL INCLUDE aft CpPResd (Pal gi | |; 2 NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION | i NM =| Oy OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY CITY OF RENTON s DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. RECOMENDED Gy FOR APPROVAL DEPARTMENT OF PUBLIC WORKS > 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM ie thy | 5 D 3034, SDR 35, OR DUCTILE IRON CLASS 50. ie BY ] E | ie 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, SANITARY SEWER EXTENSION . COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. | BY PROFILE, NOTES AND DETAILS Y) a DESIGNED P| ae Se Dare §62/14/00 ENO. - 3 Www perpen 939 1 | REVISED PER CITY REVIEW JGH | DKB 3/30/00 | cHecKeD MW |scME RIEL BOOK. PAGE __ ed NO. REVISION BY | APPR. DATE APPROVED ee oncer C10 5 10 ee | Lif -99 -0es8 BCE. JOBNO. _v9il