Loading...
HomeMy WebLinkAbout05D17680 B I C 1 D I E I F H K 2 3 4; l•, r� EXISTING SDMH RIM=68.68 IE=63.38(30" CONIC) —SD - - = — S �EXISTING SSMH #610-07 12" CONC RIM=68.43___ IE=60.63 I I I —S Ip uI w �; I ' - — < 1 �V w I l„ n' rEXISTING I I O 1 Q 65 LANDSCAPING 44b L, 1 v Y I L-� Fx1SY X a0�� 1 L_ HOUS1 o r (� 1 I' — — — — — — — — — — — — — — — — — — — — — — — — — ---- IT QXl l 1 EXISTING=I Oo TELEPHONE 4 1 PAINT MAq �" n� — — — — — — — — — — — II - ' I 4, I 12' I 12" I a Pr 1, 40' EXISTINGI ROW I I o��� QN �� oq I t i � I 'I © DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM 1N WRITING. 0 UNAUTHORIZED CHANGES AND USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR NOR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. IN THE EVENT THAT INCONSISTENCIES AND/OR ERRORS ARISE IN THESE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL STOP WORK IMMEDIATELY. THE CONTRACTOR SHALL NOT PROCEED FURTHER UNTIL RECEIVING WRITTEN VERIFICATION AND APPROVAL TO MAKE CHANGES TO THE PLANS FROM DBM CONSULTING ENGINEERS. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS INCLUDES SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. B I C SHEET INDEX 1. SHEET 1 SITE PLAN 2. SHEET 2 SANITARY SEWER PLAN AND PROFILE CALL TWO WORKING DAYS BEFORE YOU DIG 800-424-55,55 UTILITIES UNDERGROUND LOCATION CENTER EX/STING L/TlL/TY ATE UNDERGROUND UTILITIES SHOWN ON THESE PLANS WERE BASED ON VISIBLE SURFACE EVIDENCE, AND/OR AVAILABLE AS-BUILTS AND/OR UNDERGROUND UTILITY PAINT MARKINGS. NOT ALL UNDERGROUND UTILITIES MAY BE SHOWN. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO POTHOLE, LOCATE AND VERIFY ANY AND ALL EXISTING UTILITIES THAT PERTAIN TO THIS PROJECT PRIOR TO ANY CONSTRUCTION. CONTRACTOR MUST STOP WORK AND CONTACT THE ENGINEER OF THESE PLANS IF THERE ARE ANY DIFFERENCES IN THE LOCATIONS AND/OR ELEVATIONS OF ANY EXISTING UTILITIES SHOWN ON THESE PLANS PRIOR TO ANY CONSTRUCTION. CONTACT 1-800-424-5555 BEFORE YOU DIG. D I E G KAU Y Af GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet (Note: All Items may not appear on drawing) Proposed Sanitary Sewer Manhole Existing Sanitary Sewer Manhole QS Proposed Storm Drain Manhole Existing Storm Drain Manhole Proposed Cleanout Existing Cleanout O Proposed Water Meter 19 Existing Water Meter 9 Proposed Water Valve ►� Existing Water Valve Proposed Fire Hydrant Y Existing fire Hydrant Proposed Catch Basin (type I) 0 Existing Catch Basin (type 1) Proposed Yard Drain Existing Yard Drain Proposed Catch Basin (type II) Q Existing Catch Basin (type II) Power Pole Power Pole w/guy Light Pole Proposed Boundary Line ---- Existing Property Line — — — Proposed Sanitary Sewer Line —S— Existing Sanitary Sewer Line ---S--- Proposed Storm Drain Line —SD— Existing Storm Drain Line --SD-- Proposed Waterline —W— Existing Waterline ___W­__ Proposed Gas Line —G— Existing Gas Line ---G--- Proposed Power Line —P— Existing Power Line ---P--- Proposed Telephone Line —T— Existing Telephone Line ---T--- Grading Ridge Line —R— Finish Contour —90— Exist. Contour --90-- Stream or Ditch Flowline -} �— Fence —x—X Filter Fabric Fence (Silt Fence) v� Clearing Limits Monument Rebar & Cap OO Section Corner Existing Asphalt Proposed Asphalt Concrete Building or Structure Gravel I-j! VICHTY MAP -_ '�a ti St Ns, a�200m M 'No F4 hla` � �' rn Is Evans ::r 4 `� 24th St No r- ,4p m D k alrk ° ""Ver Fid S, 22nd St Na_ u t i z 7st St ape b �h S`t NF3 113th St Norn C 1 M P I N e 18th Ava gr1i O r N a z w 17th St No 11 m lah No Riverview Or No e� f 14th St No X 13th SC No 12th St No 0 l (n � V °i 11th St No p 7 1"Oth St No tb 9th St N& PC t 2004 MapQuest.oDm, Inca 62004 NAVTE LEGAL DISCRIPTION THE NORTH 70 FEET OF THE SOUTH 228 FEET OF LOT 27 AND 28, ALSO THE NORTH 70 FEET OF THE SOUTH 228 FEET OF THE WEST HALF OF LOT 26, BLOCK 18, C.D. HILLMAN'S AUBURNDALE ADDITION, DIVISION NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 92, IN KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. BOUNDARY LINES SHOWN ARE IN THE APPROXIMATE LOCATION BASED ON THE CURRENT TAX ASSESSORS MAP. A BOUNDARY SURVEY WAS NOT PERFORMED ON THIS PROPERTY AT THIS TIME. SURVEYOR'S NOTES VERTICAL BENCHMARK - HELD CITY OF AUBURN BENCHMARK NUMBER 23-H. ELEV=67.88 (NAVD88) BASIS OF BEARING - HELD NORTH ALONG MONUMENTED CENTERLINE OF K STREET NE. BOUNDARY LINES SHOWN ARE IN THE APROXIMATE LOCATION BASED ON THE CURRENT TAX ASSESSORS MAP. A BOUNDARY SURVEY WAS NOT PERFORMED ON THIS PROPERTY AT THIS TIME. GENERAL NOTES um 1. THIS DEVELOPEMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (200/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS FOR EXISTING UTILITIES ARE APROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILTY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILTY LINES. INDENTIFICATION, 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 LOCATONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPTMENT USED FOR TRAFFIC CONTROL AND STREE MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. 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. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONST UCTION RECORDS. BY �• DATE L3 TITLE/POSITION: LJWV 514CIEVAI CONFIRMED BY CITY• DATE-3-14r H PROJECT REF: FAC 0 4 — 0 019 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REOUIREMENTS C -7 /16/04 t' APPROVED BY: k=--�.XX "7�l oey DATE APPROVED: J I K 2 3 5 7 I H S �ww CA W 4 C Z O H O Z w Z 3 H rT, Z '�I a 0 O U Uj U z Y O a O O }_ H w J L— O wN ZOO O 00 >�� 0 �Q� N� N Z YZ� Q m IN O 1'e) O V/ O O 00 � W 0) N rn W 3 0 Z 00 00 1-111 O W) m M Q u �? z N x W M � W ~ "t N � 01 1~ W O (� Z 00 C 00 W M W to � N v V/ � = W U 0-0 N VLO LOLd i N Z � � 0 = O 0 � D 0Jj J J 3 o o m e m m U O � m W 0� O Z m Z m Y m O O � U rY o 0 o c=.> a OTD17CS K Q 0 9 7 .9 lL 0 ® DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE i TINDIN CONTAINED HEREIN IS PROPRIETARY TO DOM. ALL COPYRIGHTS ARE RETAMIED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF Tt*S INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. C C I D I E I F I G H EXISTING SDMH ► I STANDARD DETAILS f21M=68.68 I EXISTING SSMH 610-07 IE=63.38(30" CONC) I 12" CONC 9EE CITY OF AUBLM STANDARDS FOR TM FOLLOW( DUAM RIM=68.43 1. "SEWER-01 " SIDE SEWER STUB IE=60.63 2. "SEWER-02" PRIVATE SANITARY SIDE SEWER CLEANOUT I 3. "TRAFFIC-03" STREET RIGHT-OF-WAY PIPE TRENCH BACK FILL & PAVEMENT RESTORATION 4. "SEWER-03" 24 INCH MANHOLE FRAME AND COVER 70 65 M 0+00 8" PVC S=� 0•$"3o u V t � STA: 1 + 3 STA: 1 +53.0 51 TA: 0+15.83 5'L SERVICE TEE CONST. SSMH #1 ; #610-22 STA: 1 +7 .00 5'L CONNECT TO EXISTING GONST. CLEANOLIT RIM=68.4t RIM=69.3t IE-60.2e- (12" CONC.)Lt(�• I IE-fil�t6tol.y3 IE-0038 (8-PVC) -- -- - _- - t „�oais'td Pvc} (MATCH P,lse Grto s !`! 2+00 70 65 .E RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTO 'S JNSJRYICTION RECORDS. BY DATE 0 Alf TITLE/POSITION: (AAO 'A" CONFIRMED BY CITY: DATE) -OV J I K Z 2 0 4 LAO ti FRS GRAPHIC SCALE 0 10 20 40 Horizontal Scale 1 inch = 20 feet Vertical Scale 1 inch = 2 feet Legend - (Note: All Items may not appear on drawing) Proposed Sanitary Sewer Manhole (� Existing Sanitary Sewer Manhole Proposed Storm Drain Manhole Existing Storm Drain Manhole Proposed Cleanout • Existing Cleanout Proposed Water Meter B fxisting Water Meter t9 Proposed Water Valve ►. Existing Water Valve ba Proposed Fire Hydrant Y Existing Fire Hydrant 71 Proposed Catch Basin (type 1) Q Existing Catch Basin (type 1) Proposed Yard Drain ■ Existing Yard Drain Proposed Catch Basin (type II) Existing Catch Basin (type II) �'91 Power Pole f Power Pole w/guy ti Light Pole Proposed Boundary Line ----- Existing Property Line — — — Proposed Sanitary Sewer Line —S— Existing Sanitary Sewer Line---S--- Proposed Storm Drain Line —SD— Existing Storm Drain Line --SD-- Proposed Waterline —W— Existing Waterline---W--- Proposed Gas Line —G— Existing Gas Line---G--- Proposed Power Line —P— Existing Power Line---P--- Proposed Telephone Line —T— Existing Telephone Line---T--- Grading Ridge Line —R— Finish Contour —90— Exist. Contour --90-- Stream or Ditch Flowline ->— Fence—tr--x-- Filter Fabric Fence (Silt Fence) - Clearing Limits Monument Rebar & Cap Section Corner i Existing Asphalt Proposed Asphalt Concrete Building or Structure Gravel ' PROJECT REF: F A (,O 4 - DO 19 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY:----�J�C.. As NOTED DATE APPROVED: a C O a LUZ 0 O Z 2 LU LL t/) w �4 a LU r Z Z O z w as Y 3 O z M m Q J Q N a 0 O O v w J 4 O W N �— Z o Ln O r., > 5 Uj OLLJ 0:�Q 00 J N V Z co Q �Z^ (.0 Z) O � M 0 Maw 191 7 ON M O LL- V/ N o 0 W N rn W 3 0 Z n Z 00 00 O m re) M :D LO Za F-a N x W M a L.` Ld ~ � � N N 0 W Z 0000 Ld .. LaJ M D' W M N H in v VJ = LW U to LL. 000 N LL U0 J J ro c ro M3 M U M M U O Lf) m w M 0 M o o LLI LLI Z� m Z m Y m O a O C Q w in 0 0 0 U Q 10 o d- w N Z (3) w N ,}. m 0 _ 0 o d. 0 VYr W A 0 s C 111 E F G It J I K 061766,