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HomeMy WebLinkAboutWWP2703451.1FUR OF- I HE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. z TRLAD LLI ZR A S S 0 C IAT1 S I— z SANITA RY SEWER N� tth ST s� 12112 115th Ave. NE 3 9J Kirkland. 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SITUATE IN THE VICINITY MAP o Z COUNTY OF KING, STATE OF WASHINGTON. 44.43' TRACT �H a Il NOT TO SCALE w 1 ' R A 11N� PARCEL ,{2 A N2 39 09� REC E 170 Q N3Z 48 5TW 83 ' t34 I '� 13 85 LOT A OF KING COUNTY BOUNDARY �J DRY LINE A O F-I 86 87 ',8 89 9(? 91 E ADJUSTMENT NO. O 12 13.11 OPEN SPACE I L04L0055 RECORDED UNDER RECORDING NO. 20041223900005, LEGEND RECORDS OF KING COUNTY, WASHINGTON. SITUATE /N 77-1E �•I a N8717,i'121� �� ii COUNTY OF KING, STATE OF WASHINGTON. PROPOSED SANITARY 12.4r--------------- ------ - 12 j SEWER Q N40 4T31'E - III { I- Z � Z5.81 , j `-�-� J �--BOUNDARY SINGLE WATER METER Q W HORIZONTAL o . O /ZOHTAL DATUM .. i Z N'�'� N277141 E W J 82 81 80 79 78 77 Z � °s 27.99' � /�' 11 I LOT LINE DOUBLE WATER METER 3736 HORIZONTAL NAD 83/91 RIGHT-OF-WAY ~ r , 76 75 _.. _ __ _ IRRIGA 77ON METER N2238'28� N938'31'W - - GUTTER, FLOW, &CURB LINE N :LI JU67' ( 2.156• / �l 28 10 VERT/CAL DA TUN --- - �r q CENTER LINE DE CHECK VA VE' ASSEMBL Y Pd N39 47'07'E - - - - - _ _ - j EASEMENT DOUBLE DETECTOR CHECK OF ♦ �Q 22 10' J _ __ 9 VERTICAL- NAVE 88 - - - - - - -BUILD/NG SETBACK LINE (BSBL) VALVE ASSEMBLY Q co 0 / 29 / E � PL SEWER MAIN N60174 18 E - - SEWER FORCE MAIN FIRE HYDRANT ? 1Z 46.3s BENCHMARK AND DATUM FIRE DEPARTMENT CONNECTION (FDC) Q �I N2178'171� 30 TRACT C 48 8 SEWER SERVICE POST INDICATOR VALVE (PI ♦ a M28' I TRACT F / 74 63 '�a�,, CITY OF RENTON SURVEY CONTROL NETWORK STORM DRAIN PIPE ( ) W (� ' �' �V.. MONUMENT #1851 ROOF & FOOTING DRAIN AIR VAC RELEASE VALVE % SENSITIVE AREA 3 1/2" DOMED SURFACE MONUMENT FOUND 4Q35 l OPEN SPACE 7 .w _.... „,,, ROCKERY DRAIN BLOW OFF N7V6 50 W %' 31 49 �. AT THE CORNER OF NE 4TH STREET(SE 1287H ST.) N16'38'33'E AND 140TH AVE SE WATER MAIN GATE VALVE _ _ _ V) C Ir Cr ir ir 300 10' EXISTING CONTOURS a a N8052$�� / 73 64 Fj CITY OF RENTON SURVEY CONTROL NETWORK 302 2' EXIS77NG CONTOURS TEE m M Y Y 47 MONUMENT 1852 4' 32 5O # FENCE , '' BEND 31.92' ~ N2278'52'E / , 3" BRASS SURFACE MONUMENT FOUND --r • • • --.. SWALE OR DITCH REDUCER Q ' 5 AT THE CORNER OF NE 4TH S7REET(SE 128TH ST) _______ -TOP OF 40% SLOPE o � `U57' 46 % 65 AND 148TN AVE SE - - CONCRETE BLOCKING oA� 33 51 -EDGE OF WETLAND N W 4 � TBM A" SET RR SPIKE IN W. FACE OF WOOD POST • •.--------.•••••.. •BUFFER LINE � � � °\' 1.0' ABOVE GRADE 15 f SOUTH OF 0 EXISTING GRAVEL Ct7 N527150't 28.56 N403557"W -II II -u DAYLIGHT LINE y N44't')6'14"W . 24.18 ��01 45 71 66 SW COR OF PARCEL #1 a a s Q 34 52 EL. =449.7a _ C�COQ ROCKERY _ � o PROPOSED GRA VEL "K � '' y 44.5e N70.49'25'w rn 0 N17W'350E 1&75' - =- - - 3 " " MAILBOX E E R w tin O 30 21' IBM B TOP OF 4'X4 CONC MONUMENT SIGN g Z W N831a8'08"W 44 . I W/ 2" BRASS DISC AND PUNCH EXISTING ASPHALT W N2730'09'1� 16 �, 35 \ 53 � 70 67 2 1 AT PROPERTY CORNER 296 t SOUTH CURB RAMP ❑ c II <44�+ OF SITE, WEST SIDE 148TH AVE S.E. � W STREET LIGHT PROPOSED ASPHALT PAVEMENT a a a 3 z LL N8674'28'E N19179 00"W TRACT A 17.40' , 4`. - P EL.=519.13 NA7TVE GROWTH PROTECTION °� ' 02 36 ) OPEN SPACE EASEMENT NGPE N 54 to BA BI B OF BEARING ( ) PROPOSED SIDEWALK $ _ N N o O \ -_ 68 N1578'14'E � � O TH HOR/Z. NAD 83 91 a TRACT G � � � �• � S'E /� RETAINING WALL /y�p1r _ / GUARDRAIL PROPOSED CONCRETE 2s o1 RECREA 77ON 37 55 0 1 Z � � � `� \ = - � CITY OF RENTON GPS CONTROL NETWORK HOLDING CITY OF p z z 88 42 48'W --- - � 30' S T RE MO 0. 851 B ® BARRICADE z --- ------------ RENTON MONUMENTS C R #1 (ASE POINT) AND C 0 R.#1852 ❑ w - WETLAND � 3 � � v v � � � -� � I ` THE FIELD MEASUREMENTS FOR THIS TOPOGRAPHIC SURVEY WERE � SEWER MANHOLE b o �. -- - 30.68 � o w o o Nwjo'arw r 3B 41 _ ft7tJND CANCREIF OBTAINED UnLiZING GLOBAL PUSI nONING SYSTEM (GPS) SURVEY • SEWER CLEANOUT y = n o a d M.73' 66 ,W MONUMENT IN CASE TECHNIQUES USING LEICA SR 9500 EQUIPMENT. ❑ 240% SLOPE RICHARD A. TiJMIK/NS PE w/tEAo DISC AND PROJECT MANAGER o ' o �� ul 62 �� iv TA iMV. CATCH BASIN, TYPE l to N ' a N8917245 W l TACK D 1.5' COORDINATES ASSOCIATED WITH 7NIS DRAWING ARE PROJECT CATCH BASIN, TYPE lI RIPRAP MARK S. HARRISON, PLS Y } 41.24• 58 59 60 61 --- ILL.v _J 39 40 - p {11-16-00� COORDINATES WHICH MAY BE CONVERTED TO STATE PLANE GRID 57 J II STORM CLEANOUT PROJECT SURVEYOR w Q `` " COORDINATES BY SUBTRACTING 100,000 METERS (328,083.3333 RICHARD A. 1nMIKlNS PE N573'28"W YARD DRAIN -- 882004 W 190.04 -- - FEET), THEN MULTIPLYING BY THE AVERAGE COMBINED FACTOR PROJECT ENGINEER 41.59' OF (0.9999823034), THE INITIAL COORDINATE CONVERSION WAS n I TRACT 'E PERFORMED USING THE LEICA SKI -PRO PROGRAM VERSION 2.0 „EFFERY L COX ASLA Q I I 2000. EXIS77NG FEA LURES PROJECT LANDSCAPE ARCHITECT JDlN1• USE DRIVEWAY TRACT B SD- - EXISTING STORM DRAIN PIPE E EXISTING GUY ANCHOR UTILITY OPEN SPACE/ PRIMARY CONTROL POINTS AND ACCESSIBLE LLJMONUMENT POS/770NS - SS EXISTING SEWER MAIN FIRST SUBMITTAL DATE: 7127107 E EXIS77NG WA7ER METER RECREATION WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM W EXISTING WATER MAIN SCALE: HOBIZ.: 1 "=100' VSIiI'.:N/A p� (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. - --PO - -- EXISTING POWER LINE EXISTING FIRE HYDRANT NOTE TO CONTRACTOR: RECORD DRAWINGS MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING UGP -- EXISTING UNDERGROUND POWER LINE EXISTING AIR/VAC RELEASE VALVE PRIOR TO FINAL ACCEPTANCE OF INFRASTRUCTURE IMPROVEMENTS, RECORD PROJECT INFORMA T/ON GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS' PEER REVIEW: TOM MATT, PE 12/13/11 DRAWINGS MUST BE PREPARED BY THE ENGINEER AND SUBMITTED TO THE UTILIZING LEICA ELECTRONIC TOTAL STA77ONS FOR THE G- EXIS77NG GAS MAIN EXIS77NG BLOW OFF m PROJECT DEVELOPER: CAMWEST DEVELOPMENT, LLC MEASUREMENT OF B07H ANGLES AND DISTANCES. THIS SURVEY - TL-- EXISTING TELEPHONE LINE N EXIS77NG GATE' VALVE PERMITTING AGENCY FOR REVIEW/APPROVAL. THE CONTRACTOR SHALL 9720 NE 120TH PLACE, MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. ❑ EXIS77NG CATCH BASIN, TYPE I ANTICIPATE NEED FOR AS —BUILT FIELD SURVEY AND NOTIFY THE SURVEYOR o WHEN FACILITIES ARE CONSTRUCTED, ACCESSIBLE AND READY FOR SURVEY. SUITE 100 UTILITY PURVEYORS OO EXISTING CATCH BASIN, TYPE lI EXIS77NG CONIFEROUS TREE A. o KIRKLAND, WA 98034 0O EXIS77NG SEWER MANHOLE A4 D wAs TO AVOID DELAY AND COSTS ASSOCIATED WITH RE —EXCAVATION, OR SANITARY SEWER: CITY OF RENTON � EXIS77NG POWER POLE EX/STING DECIDUOUS TREE ��I CONTACT. BRUCE KNO WL TON �e WATER: WATER D/STRICT NO. 90 � � ��' 3 ADDITIONAL SERVICES TO SATISFY OSHA REQUIREMENTS FOR WORK WITHIN C, a CONFINED SPACE, THE CONTRACTOR SHALL: (425) 825-1955 FIRE.- CITY OF RENTON DISTRICT 35 © EXIS77NG POWER VAULT TELEPHONE.• QWEST POWER: PUGET SOUND ENERGY ENGINEER/SURVEYOR: TRIAD ASSOC/A TES NATURAL GAS. PUGEI SOUND ENERGY W PROVIDE ADEQUATE NOTICE TO THE SURVEYOR TO ENABLE SCHEDULING OF 12112 115TH AVE NE AS —BUILT SURVEY OF THOSE FACILITIES NOT VISIBLE FROM THE SURFACE CABLE T. V.: COMCAST o� OP 25841 �w KIRKLAND, WA 98034 _. SCHOOL DISTRICT: ISSAQUAH SCHOOL DISTRICT 411 S �G1879 o PRIOR TO BACKFILL (WHEN POSSIBLE), AND PRIOR TO THE INSTALLATION OF IaNAL E Z THE TOPS OF DRAINAGE VAULTS (ALWAYS). ALL BURIED UTILITIES REQUIRED CONTACT. • RICHARD A. TOMK/NS, AE - 3 o TO BE AS —BUILT SHALL BE REFERENCED BY APPROPRIATE MARKERS SUCH (425) 821-8448 t 3 13 SHEET INDEX I �� Ln AS SHOWN WITHIN THE STANDARD DETAILS OF THESE PLANS. IF A UTILITY 1 COVER SHEET / HORIZONTAL AND VERTICAL CONTROL 15� � MARKER IS DESTROYED OR REMOVED BEFORE AS —BUILT INFORMATION lS GEO TECH. ENGINEER. ASSOCIATED EARTH SCIENCES 2 COMPO.SITE UTILITY AND EASEMENT PLAN CITY OF RENTON 911 FIFTH AVENUE, SUITE 100 ACQUIRED BY THE SURVEYOR, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY 3-4 SANITARY SEWER PLANS TO EXPOSE SUCH UTILITY FOR MEASUREMENT. K/RKLAND, WA 98033 5-8 SANITARY SEWER PROFILES Approved by: r' ,¢/SE t. Date: Zo !7 STAMP NOT VALID Zz CONTACT- KURT MERR/MAN o OR, BUT ONLY /F ACCEPTABLE TO THE PERMITTING AGENCY J 9-10 SANITARY SEWER DETAILS AND NOTES UNLESS SIGNED AND DATED (4251 827-7701 N O ' cAunoN Approved by: Date: JOB NO. O �_O�� OTHERWISE MAINTAIN AN ACCURATE RECORD OF DRAINAGE VAULT/FLOW TESC SUPERVISOR. CAMWEST DEVELOPMENT LLC LOCA77ON OF EXIS77NG U77LI77ES SHOWN /S APPROXIMATE AND MAY NOT I J 717c) 1 1 Ipt IF= fin I A I== a o RESTRICTOR DIMENSIONS, PENETRATIONS AND INVERT ELEVATIONS; SANITARY C/O AARON KOPET BE ACCURATE OR ALL INCLUSIVE. IT IS THE CON7RACTOR'S SEWER AND STORM DRAINAGE TEE LOCATIONS, STUB CLEANOUT LOCATIONS: RESPONSIB/UTY TO FIELD VERIFY LOCATION OF U71L171ES PR/OR TO Approved by: Date: 9720 NE 120 TH PLACE SHEET NO. 'OF �O AND STUB INVERT ELEVATIONS; ALSO WATER BEND AND WATER TEE SUITE 100 PROCEEDING W17N CONSTRUC710N. YOU MUST CALL 1-800-424-5555 LOCATIONS, IF REQUIRED; ADDITIONALLY, IF REQUIRED, THE TOP OF WATER NOT L �? ® K/RKLAND WA 98034 LESS THAN 2 FULL BUS/NES.. DAYS BEFORE BEGINNING EXCAVATION Approved by: Date: Cl- o MAIN ELEVATIONS AT 50' O. C. SHALL BE RECORDED. THESE RECORDS SHALL (4251 241 �8711 WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO Y Z BE PROVIDED TO TRIAD ASSOCIATES UPON COMPLETION OF UTILITY/DRAINAGE SO COULD MEAN BEARING SUBSTAN77AL REPAIR COS7S WORK. _� 02012 TRIAD ASSOCIATES