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Home My WebLink About00D1592NW 1/4, SECTION 8, TWP. 21N, RANGE 5E O In 035 ('7 0356 0354 - N8 '20'28"W 0) 1N88 2d'28"w 25.00' -- -- -- -- - 199.00' - 3 3 8" 0 EX. WATER LO 0 57 Y N 0I 0351 N i 8" 0 SANIT RY SEWER 0 0352 3 0 N(� GRAPHIC SCALE i-- N8 '20'28'W - I w 0 20 40 60 150 272. 0' - - - - I - M - - N88'20'28"W - ( IN FEET ) 1 ( - - I \ 178.00' -� - - - 1 inch - 40 ft. in EX SSMH No. 511 38 \36" WILL W I � �� RIM = 267.00 31 co I.F.- 257 60± 3 \ 0 6" 0 S B NEW I.E. = �7G 0�53 } i STA ar39s (a) 2sv.8z I� I LEGAL DESCRIPTION M(� TA O X F5NCE AO PARCEL A: NI24" NE 78. ((0•6 0 70 A 034% X N88'20'28"W - - I 10" BGRAVEL IR H ( 178` .00' PARCEL No. 333940-03400 48 LOT "A" OF KING COUNTY BOUNDARY LINE ADJUSTMENT No. L96LOO44 38" PIN DRIVFWA x I AS RECORDED UNDER RECORDING NUMBER 9606251230 BEING A 24" PILAF N J I PORTION OF THE EAST 380 FEET OF LOTS 6 AND 7, BLOCK 4, C.D. vlo 3I HILLMAN'S AUBURNDALE ADDITION TO THE CITY OF SEATTLE, DIVISION ( m M No. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF ol ro °il�o NOTE: RESTORE ALL'STRUCTURES I I PLATS, PAGE 62, IN KING COUNTY, WASHINGTON. Ig -0 DISTURBED DURING CONSTRUCTION I PARCEL B: 0_ I _ N88'20'28"W I _ PARCEL No. 333940-0345 200.00' - - o Ids - - I LOT "B" OF KING COUNTY BOUNDARY LINE ADJUSTMENT No. L96LOO44 � IM 2'` FINE � AS RECORDED UNDER RECORDING NUMBER 9606251230 BEING A p PORTION OF LOTS 6 AND 7, BLOCK 4, C.D. HILLMAN'S AUBURNDALE ® 6" 0 STUB ADDITION TO THE CITY OF SEATTLE, DIVISION No. 1, ACCORDING TO THE + 3 _ I 0I STA 1 83c8ra (8) 8`1,0 034 7 3 PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 62, IN KING 1 `" EX. EX. I > iv I COUNTY, WASHINGTON. M o BUILDING GAR GC 0350 1� - o 0- I �C 0349 6" 0 STU I J� LEGEND N ! NEW 15 PUBLIC o EIXST. C NC. D W I �o r STA+ N o / o 0 0 2b. 15' ALL WEATHER ACCESS O O EX. SANITARY MANHOLE NEW 15' PU LIC' CS•s -I� ROAD' MAX. SLOPE 15� 90 SANITARY SE R EASEMENT I N88.20'28 W - SA ITARY SE R ASEMENT I � NEW SANITARY MANHOLE 200.00' - - o - - - -N88' 0'28"W EXST. FENCE0 " I • CLEANOUT SSMH No 511-51, I I 8" MAPLE 250.00 N88'2028 W STA 3+1 .18 a1 0.0 � _ RIM 2k`/Y7 - - agg.y LE. (OUT = 259..26 � f99� LF PVC I.E. (IN) 4559 36 Z5G.�7 PLAN SCALE: 1" = 40' WOUT LIMIT 0 ISTUB l fo') D/W E�. GRADE I -NEW 3/4" ((WATER METER Slf. D/W II I 8" 0 EX. WATER T. D/W 10 CONTROL MANHOLE CATCH BASIN 4 RIPRAP ❑ EX. TELEPHONE RISER _0 EX. UTILITY POLE E-- EX. UTILITY POLE ANCHOR jQ EX. FIRE HYDRANT m EX. GATE VALVE EX. PLUG z REIN F4 $0q� RIVE 22ND o CD ST N 21st r. ZSITE ST 20th NE �� W ST NE 19th DR 17th NE Ex o PO 16th g0 �1tiL M z /P z VICINITY MAP SCALE: 1" 1000' CONSTRUCTION SEQUENCE: 1. ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN, 2. POST SIGN WITH NAME & PHONE NUMBER OF ESC SUPERVISOR. 3. SEE CONSTRUCTION & TESC PLANS SUBMITTED TO KING COUNTY UNDER RESIDENTIAL PERMIT No. 6991-3144 FOR CONSTRUCTION SEQUENCE & ESC MEASURES. 4. ADDITIONAL CONTROL MEASURE SHALL BE PROVIDED IF REQUIRED BY CITY OF AUBURN OR KING COUNTY OFFICIAL. 5. INSTALL EROSION CONTROL MEASURES PER TESC PLANS SUBMITTED TO KING COUNTY & ANY ADDITIONAL MEASURES REQUIRED BY THE CITY OF AUBURN 6. INSTALL UTILITIES. 7. BEGIN BUILDING CONSTRUCTION. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE CITY OF AUBURN & KING COUNTY STANDARDS AND MANUFACTUREER'S RECOMMENDATIONS. 9. RELOCATION EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF AUBURN TESC MINIMUM REQUIREMENTS. 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQIVALENT. 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCA11ONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITIES LOCATION (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. DATUM: DATUM: KING COUNTY CITY OF AUBURN (NGVD 29) BENCHMARK: KING COUNTY SURVEY BENCHMARK: #34-N CONTROL POINT No. 7130 RAILROAD SPIKE IN POLE 0 SOUTHEAST 1 1/2" DIA. BRASS MON W/ PUNCH IN CORNER OF SE 304TH STREET AND 108TH CASE WEST OF THE INTERSECTION OF SE AVE SE POLE No. X1933 304TH ST AND 108TH AVE SE AND NORTH ELEVATION:319.24 OF 107TH AVE SE (A GRAVEL ROAD). ELEVATION = 317.17 SUBTRACT 2.76' FROM THE ELEVATIONS ON THIS PLAN = CITY OF AUBURN DATUM UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT SITE ADDRESS: COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING 30615 108TH AVE SE CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERM D QY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: Vytr NOTE: AS -BUILT DRAWING INVERTS & RIM ELEVATIONS SHALL BE PER CITY OF AUBURN DATUM v N D DALEY-MORROW-POBLETE, INC. W ( 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 c P ONE: (253) 333-2200 FAX: (253) 333-2206 o d z ENGINEERING - SURVEYING �S oNA EL LAND PLANNING _ corpora ted EXPIRES 9 JAN 2002 STAMP NOT VALID DNIFSS WI E➢ & DATED RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CON C S CTION RECORDS. BY: (% DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: g PROJECT REF: FAC 00-0017soo�% "APPROVED" THESE PLANS ARE FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: OA,,yv ,h S DATE APPROVED: S/26�00 Al -i h0. 0q .r c CRtopGn! q:. FRANK LEE P.O. BOX 3040, KENT, WA 98032 PHONE: (253) 255-7888 LEE SEWER SANITARY SEWER PLAN AND NOTES TH 1" = 40' T,»,:v 99350T_4 / 3 MILD"'' MAY 24, 2000 "" 99350 „/vvodF<'l/J2JS0 .ST"410.5 3.6(RT.) 0 STU$ SSMH No. 511-51, TYPE I STA 3+11.18 RIM = �-26 26Y. ,,/ 7 I.E. (OUT) = 259-26 256. y7 I.E. (IN) = 259.36 -256.57 i PROPOSED GRADE STA 2f 34.0 37.5(LT. ) 6„ S T)UB PROFILE NOTE: USE COR-N-SEAL 1" = 20' HORiz BOOTS ON SSMH SCALE: 1" = 5' VERT. NOTE: AS -BUILT DRAWING INVERTS & RIM ELEVATIONS SHALL BE PER CITY OF AUBURN DATUM ► SS H No. 511-52, TYPE I ST 7+11.18 -roo,5Z RI - -.400 ± MATCH EX. GRADE I . E = i ' 46 288.57 6 0 TUB (I0') RI:X5T.D/,,., 0 STUB - --- - ----- - -- - -- - 280 PLAN SCALE 1" = 20 UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINE B� ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: / I �' /�J S7Zl6 LOC,¢T/O.VS P.Qov'DeD By ConiTRAcTa,Q RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRAC ONSTRUU%CTITION RECORDS. BY: �/� DATE TITLE/POSITION: /'"_ CONFIRMED BY CITY DATE: I I PROJECT REF: FAC 00-0017 .r/s,�/oo 7y THESE PLANS ARE "APPROVED" FOR / CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY. DATE APPROVED: �V. NO. DATE DESCRIPTION APPROVED DALEY-MORROW-POBLEIT INC. FRANK LEE v�N WA q�F` 726 AUBURN WAY N. P.O. BOX 3040, KENT, WA 98032 AUBURN, HONE: (253) 333-2200 WASHINGTON 98002 FAX: (253) 333-2206 PHONE: 253 255-7888 c Q z 1 58 LEE SEWER S�0/ S 1 SO, �� Q ENGINEERING - SURVEYING SANITARY SEWER PRCIRLE L �� LAND PLANNING DPAWN °`TH s`°" AS NOTED —WIN' 99350T ,� 3 - EXPIRES 9 JAN 2002 AP` " "° MLD "" MAY 24, 2000 °A� 99350 of 3 - iTIVIP NOT V,LLA UNLESS SIp1E0 k DATED 4 51) 0o��59aamps