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HomeMy WebLinkAbout03D1733A s A 0 H N 0 0 N 0 0 fU N / a W x J UTILITIES/SERVICES WATER: LAKEHAVEN UTILITY DISTRICT SEWER: CITY OF AUBURN POWER/GAS: PUGET SOUND ENERGY TELEPHONE: QUEST COMMUNICATIONS SCHOOLS: AUBURN SCHOOL DISTRICT #403 ARE: FEDERAL WAY DISTRICT #39 CIVIL ENGINEER AHBL ENGINEERS & PLANNERS CONTACT: ROBERT MCGAUGHEY 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 7 V) CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 PEASLEY RIDGE SHORT PLATS 1 & 2 PORTION SW 1/4, SEC. 119 T. 21 N., R. 4 E., W.M. KING COUNTY. WASHINGTON BENCHMARK: (26—K) CITY OF AUBURN BENCHMARK (NGVD 29 VERT.): BRASS SURFACE MONUMENT AT INTERSECTION OF 56TH AVENUE SOUTH AND SOUTH 316TH STREET ELEV. = 516.01 NOTE: THE SANITARY SEWER SYSTEM IS ON THE CITY OF AUBURN DATUM. BASIS OF BEARINGS: PLAT OF WEST AUBURN FIVE ACRE TRACTS. ELEVATI N UA KING COUNTYAM MINUS 74.24 FEET. I t A. HARWOOD L. SCOUTEN ! s u ! JACK E,& RAI_RH R, d I NENA I I�#O L.IC'AYAC I KROUFA HAYNES j 2 a280� 0044 2D28D--� � 043 I ! 3 I NOT A PAP MH 13 ! 3 } I � NOTAP 1 ` R 'IN BOUTIET 1 E . _ p ,- ~ Ca' i ppd� p I 0041 _ SURVEYOR SADLER / BERNARD & ASSOC., INC, CONTACT: DALE OAKS 12714 VALLEY AVE. E.. SUITE B SUMNER, WA 98390 PH. (253) 826-8135 FAX (253) 826-8136 DEVELOPER D&E INVESTMENTS, LLC CONTACT: DON OLSON P.O. BOX 930 SUMNER, WA 98390 PH. (253) 922-9331 FAX (253) 735-0968 x I ROHER I W, & LAI CA"Y`O STAHL PI. 4 I � 50 LEGAL DESCRIPTION PARCEL NUMBERS: THE SOUTH 115 FEET OF SOUTH 200 FEET OF THE WEST 926280 0042, 926280-0041 OF LOT 8, WEST AUBURN 5 ACRE TRACTS ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 AT PAGE 12, RECORDS OF KING COUNTY, WASHINGTON (SP#1) THE NORTH 85 FEET OF SOUTH 200 FEET OF THE WEST OF LOT 8, WEST AUBURN 5 ACRE TRACTS ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 AT PAGE 12, RECORDS OF KING COUNTY, WASHINGTON (SP#2) CONSTRUCTION SEQUENCE 1. FLAG CLEARING LIMITS. 2. ,ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN, KING COUNTY, SURVEYOR AND AHBL FOR SEWER MAIN CONSTRUCTION. 3. INSTALL EROSION CONTROL MEASURES. SEE SHEET 4 ON THE EROSION CONTROL PLAN FOR THE EROSION CONTROL CONSTRUCTION SEQUENCE. 4. CONSTRUCT SEWER MAIN AND APPURTENANCES. } ° & $TRUCTUiteu W All ... _ � S ��t AND PLANN>., d GRAPHIC SCALE 25 50 , 100 200 ( IN FEET 1 inch = 50 ft- PEASLEY RIDGE S.P. 01 PEASLEY RIDGE S.P. 01 BRIAN A. WINSLOW I ELI._I0? & CECELIA JOHN 2`6280-0008 9252 0- 0005 1 ! 1 1 DONALD ,E. BOUTIETTE ia. I 2628010042 � I 1 I ! Z �� SS I� � �� $ ! 4 I0 wood Ire I F ence — MIi 05 11 I I AV ! SOUTH 31OTN =T T_ — 1 . -1- s it k F F S D/ E IN, STMENTS LLC F I I , �a ° 020280- 0080 I - 5 1 s 50 1 � yyb 5 4 7 v O } d .4` q R. I 3 ! �`� 4 � � ��' S � "'�* a•.<.,rr"°y'•``" ```s 4*'M. !!�ti - t !.._ @ d ! x„. VIT , !32 1 I z $�N� "I N e ! I, s �. I I ! I_' L . I - KEY MAP. NOTES: 1. TOPO BY SADLER/BARNARD AND ASSOCIATES. PHONE: (253) 927-8884. CITY AGENCY STANDARD DETAILS DRAWING NAME DRAWING NUMBER OPRIVATE SANITARY SEWER CLEANOUT SSCO-1 CITY 2e MANHOLE FRAME AND GRATE SSFC-1 CITY ONOT USED ---- ---- NOT USED ---- ---- ADJUSTMENT OF NEW AND EXISTING UTILITY STFG-1 CITY STRUCTURES TO FINISHED GRADE OTYPICAL PIPE TRENCH DETAIL GEPT-2 CITY OMANHOLE TYPE 1 (48') B-23a WSDOT KEY CITY - CITY OF AUBURN STANDARDS WSDOT - WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 0- DETAIL No. 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) 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. LOCATIONS 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 UTILITY LOCATIONS (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. 8. APPROVED SIDE SEWER PERMITS ARE REQUIRED PRIOR TO CONNECTION OF NEW HOMES TO PROPOSED SEWER SYSTEM. AS -BUILT Dtr;v i i N`G 5 15TH ST t W � 9 `r o S 316TH ST 0 ;�T S 318TH ST SITE 167 S 320TH ST $ 321ST ST a' 4� H un - X F` ST Rp 18 VICINITY MAP NTS LEGEND EXISTING DESCRIPTION PROPOSED ® MONUMENT 09 R.O.W. LINE -- --- LOT LINE ----- EASEMENT LINE ----------------- ROAD CENTER LINE TREE CONTOUR --1- 398 -0- POWER POLE -` iW60-�7 7Fenoie" WOOD FENCE CHAIN LINK FENCE —0-0-0— GUARD RAIL SIGN MAIL BOX BARRIER ■ L■ ROCK WALL Cl" ® WATER METER ■ HYDRANT Ak W WATER LINE W O STORM MANHOLE O ® CATCH BASIN ■ STORM LINE ID - SAN. SEWER MANHOLE 0 SAN. SEWER CLEANOUT • SAN. SEWER LINE S --- SAN. SEWER SERVICE ---SS ----. Edge of Pavement EDGE OF PAVEMENT CURB, GUTTER & SIDEWALK -.- ASPHALT PAVEMENT , EX. BUILDING SPOT ELEVATIONS XX.XXX H.P. LP. SHEET INDEX SHEET NO. SHEET TITLE SS1 SANITARY SEWER COVER SHEET SS2 SANITARY SEWER PLAN AND PROFILE 51ST COURT SOUTH Record Drawing Certification These drawings conform to the Contractor's construction records. By Date S,6 Title/Position s4ir� Puri ort Mq"Ve.f-- Confirmed by City: Date U") Von J (n 0 <ry W t z o® �o Q o� Ew U JV N H 00 00 •s w Wt O N M N 0 M 000 _jz_ 0 a UW . r b c r N V) N N w �ii► " o 0 ►�1 Y lIC Y e 0 U Q0 U J Q o 0 —! 0 J Q U a 2 m o I— J U_ N w Q N cr 0 o m ir *. COS, r� � OF AAgBj O� R ~� 29010 IST SSIONAL� EXPIRES 2 03 RM O WNS LA IN TPROFESSIONAL� tM TOF AHBL AND IS NOT TO " OR OR IN NET EN UT MBBL T PROJECT REF: FAC 01-0015 Ce 9-19.01 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By: OLO�� at.& Date Approved: lelle C1 N N M N J Wco J 3WH W W �loon ,CC co W SSW Co W 0) a W /y LL w Z 2 0 0) x Y v -- m c O 0 m a n. U Scale: V=100' Designed: KKW Drawn: LV Checked: KKW Date: AUGUST 2001 Job No. 200012.10 Sheet No. SS1 1 of 2 Sheets A Q 0605 030 1733 fU 515 510 505 500 M�1 C 5 PLAN SCALE PEASLEY RIDGE SHORT PLATS 1 & 2 PORTION SW 1/4, SEC. 11, T. 21 N., R. 4 E., W.M. KING COUNTY, WASHIN GTON II O Lo O I ± PEASLEY SHORT PLAT #1 PEASLEY SNORT PLAT #2 - Q f :n = W 000 0 # s ~� i LOW POINT ELEV = 504.24 WI Co o o Z I II Uj on LOW POINT STA = 1+39.29 I �I � N LU T =) PA STA _ 1+75 o 04 o o=PVI ELEV 503.38 o , I~ y� `-' 100.00 VC o QIlf L0 £ a- Cn C:) V) 4 CL (/) W I Ln 0- I CN Qj - - - - - - _ _ - ` - EXISTING GROUND o �'• �+" LO to I — co r` 0 CENTERLINE. W W+ ciS Lei I O 4 Oa iC) F—C) CV U U + O M O `Z J CD W W FINISH GRADE l 0 11 CENTERLINE I N``I mm I N ow a � i —�— — — — — — II l i VAL 11 I W wp R I - SSMH 05-13 1 I 437 to aw pvC _ � RIM / -�O I I I p ® -�: - 76 SIDE SEWER IE -b(1 -��, 47 I -t I I a" pVC S©R 35 - - IE -�A9:+ 6N IE 5@fi �,80s) "N,E,W)S©o, 6 3 4 99 � ) SIDE SEWER �0�_ _ .,�ms. IE —�-E..-.._s... ..._..�...m...... �. EX IE I-4�97.40- (6 ) EX. SSMH 605-11 500.z1 VERIFY)SIDE SEWER EX. RIM 504.50 (FlELD, SIDE SEWER IE 49955r (6 E) EX. IE 494.18 (N) IE A68! 1R` 6"W) EX. IE 494.06 E r7 � M 00 rr7 d � irj tC) CD N L i O g `n C `n ;n `n 1 +00 2+00 3+00 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 PROFILE SCALE H 1 "=20' HORIZ. V 1 "=5' VERT. 515 510 495 AS -BUILT DRAWING PLAN SCALE H 1"=20' I (n Qo E 0 W :D Z o E " Ew g� STRUCTUI�y ;3 N WAHBL E oc , S W PL _j !� } 0 �S — Z GRAPHIC SCALE M v W . 20 0 10 20 40 n r r r N \ N N cc to Q ( IN FEET) r` O O o 1 inch = 20 ft» Record Drawing Certification These drawings conform to the Contractor's construction records. By Dae'G.� Title/Position .�At,f2!9P* o - Confirmed by City. Date PROJECT REF: FAC 01-0015 Cr 1-11-0) THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. Date Approved: rs III YI YI YI o O 0 0 0 V _1 O J Q O J Q Q O F Go Go e- co co� 0 O W Lil Q W > Q W > J Q ~ y O W W aa�aaa m Cr 1 �SSrONAL EXPIRES 2 / b / 0.4 REUSE OF DOCUMENTS THIS DOCUMENTt� AND THE IDEAS AND DESIGNS INCORPORATED tIERE]N AS AN INSTRUMENT OF PROFESSIONAL SERN IS THE PROPERTY OF AHOL AND IS NOT TO BE USE IN WHOLE OR OR THE PARER ITTEN AAUUTHOORRIIZAATIOONN �cTAH� our CV LU J LL 0 Co 0= Q. Z cr) 0 Z Co W �I �0 UAlu �3 v CO) to W r � J >� c Q W 4 a. to Scale: V=20' Designed: KKW Drawn: LV Checked: KKW Date: AUGUST 2001 Job No. 200012.10 Sheet No. SS2 2 of 2 Sheets W 03 0 173�