Loading...
HomeMy WebLinkAboutWWP2703392.1Ln �-- _ i� o n U n za m O En E w A rn o w a z ���� s 4 z z i0+� a 0 U o6 0 O O N U o � a_ Q_ Y U Ljj In Ln C I? a r a b I U o N o� �z 3 0 y I �Q 3 m b � ho Z o o , ,v) V) N w� N O � �o NnN 00 m N yh 0 U O —T w w % w W w w W w.. .....,......._.:.... �'N T r SE 1/4, SE 1/4, SECTION 10, SEWER PLANS ;FOUND TACK IN: LEAD IN CONC. 3 j R i L � � Cl s \� O 1 3 v w v NOTE TO CONTRACTOR, RECORD DRAWINGS PRIOR TO FINAL ACCEPTANCE OF INFRASTRUCTURE IMPROVEMENTS, RECORD DRAWINGS MUST BE PREPARED BY THE ENGINEER AND SUBMITTED TO THE PERMITTING AGENCY FOR REVIEW/APPROVAL. THE CONTRACTOR SHALL ANTICIPATE NEED FOR AS —BUILT FIELD SURVEY AND NOTIFY THE SURVEYOR WHEN FACILITIES ARE CONSTRUCTED, ACCESSIBLE AND READY FOR SURVEY. TO AVOID DELAY AND COSTS ASSOCIATED WITH RE —EXCAVATION, OR ADDITIONAL SERVICES TO SATISFY OSHA REQUIREMENTS FOR WORK WITHIN CONFINED SPACE, THE CONTRACTOR SHALL: PROVIDE ADEQUATE NOTICE TO THE SURVEYOR TO ENABLE SCHEDULING OF AS —BUILT SURVEY OF THOSE FACILITIES NOT VISIBLE FROM THE SURFACE PRIOR TO BACKFILL (WHEN POSSIBLE), AND PRIOR TO THE INSTALLATION OF THE TOPS OF DRAINAGE VAULTS (ALWAYS). ALL BURIED UTILITIES REQUIRED TO BE AS —BUILT SHALL BE REFERENCED BY APPROPRIATE MARKERS SUCH AS SHOWN WITHIN THE STANDARD DETAILS OF THESE PLANS. IF A UTILITY MARKER IS DESTROYED OR REMOVED BEFORE AS —BUILT INFORMATION IS ACQUIRED BY THE SURVEYOR, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO EXPOSE SUCH UTILITY FOR MEASUREMENT. OR, BUT ONLY IF ACCEPTABLE TO THE PERMITTING AGENCY OTHERWISE MAINTAIN AN ACCURATE RECORD OF DRAINAGE VAULT/FLOW RESTRICTOR DIMENSIONS, PENETRATIONS AND INVERT ELEVATIONS; SANITARY SEWER AND STORM DRAINAGE TEE LOCATIONS, STUB CLEANOUT LOCATIONS AND STUB INVERT ELEVATIONS; ALSO WATER BEND AND WATER TEE LOCATIONS, IF REQUIRED; ADDITIONALLY, IF REQUIRED, THE TOP OF WATER MAIN ELEVATIONS AT 50' O.C. SHALL BE RECORDED. THESE RECORDS SHALL BE PROVIDED TO TRIAD ASSOCIATES UPON COMPLETION OF UTILITY/DRAINAGE WORK. v N00*1738 "E- � Lw i _ W. FACE OF U77LITY POLE 0.8' ABOVE GRADE EL.=484.7' NOO77'36"E 14.00' ..wa .., 'k: PROJECT OWNER: MARTIN KENNETH A. 9720 NE 120TH PLACE, SUITE 100 KIRKLAND, WA 98034 (425) 825-1955 PROJECT DEVELOPER: CAMWEST REAL ESTATE DEVELOPMENT, INC. 9720 NE 120TH PLACE, SUITE 100 KIRKLAND, WA 98034 (425) 825-1955 CONTACT: SARA SLATTEN ENGINEER/SURVEYOR: TRIAD ASSOCIATES 12112 115TH AVE NE KIRKLAND, WA 98034 CONTACT: GERRY BUCK (425) 821-8448 GEO TECH. ENGINEER: ASSOCIATED EARTH SCIENCES 911 FIFTH AVENUE, SUITE 100 KIRKLAND, WA 98033 CONTACT. • KURT MERRIMAN (425) 827-7701 TESC SUPERVISOR. CAMWEST REAL ESTATE DEVELOPMENT, INC. 9720 NE 120TH PLACE SUITE 100 KIRKLAND, WA 98034 (425) 825-1955 TOWNSHIP 23N., RANGE 5E., W.M. SCALE: 1 °' = 100' 0 50, 100, 200' o • _ ' PER LAND AMERICA 7RANSNAT70N TITLE REPORT ORDER NO. CS-20096926, DATED OC TOBER 20, 2004 AT 8: 00 AM. THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOU77-!EAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 16 FEET THEREOF, AND EXCEPT THE EAST 150 FEET THEREOF; AND THE SOUTH 14 FEET OF THE NORTH 30 FEET OF THE EAST 150 FEET OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 10; EXCEPT THE EAST 30 FEET 77-IEREOF TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS AND ROAD PURPOSES OVER THE NORTH 16 FEET OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER; EXCEPT 77-IE EAST 30 FEET THEREOF SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. HORIZONTAL DA TUM HORIZONTAL NAD 8JI91 VER TICAL DA TUN VERTICAL- NAVD 88 i CITY OF RENTON SURVEY CONTROL NETWORK MONUMENT #1852 3" BRASS SURFACE MONUMENT FOUND AT THE CORNER OF NE 4TH STREET(SE 128TH ST.) AND 148TH AVE SE EL. = 454.78' "78M A" SET RR SPIKE IN W. FACE OF UTILITY POLE .8' ABOVE GRADE EAST SIDE OF 148TH AVE SE EL.=484.7' ALL EXIS77NG STRUCTURES ON SITE ARE TO BE REMOVED * OFF SITE PARCEL LINES, BUILDINGS & WETLAND LOCATIONS SHOWN ARE APPROIMATE TOPOGRAPHIC CONTOURS SHOWN ARE BASED UPON A FIELD SURVEY OF THE SITE THIS PROPERTY SUBJECT TO AN EASEMENT AND 77-IE TERMS AND COND177ONS THEREOF GRANTED TO SNOQUALMIE FALLS WHITE RIVER POWER COMPANY FOR A POLE LINE. RECORDED AUGUST 3, 1904 UNDER RECORDING NO. 305589. THE LEGAL DESCRIPTON CONTAIIWD /N SAID DOCUMENT /S NOT SUFFICIENT TO LOCATE THE.°EASEMENT. SANITARY SEWER: CITY OF RENTON WATER: WATER DISTRICT NO. 90 FIRE. CITY OF RENTON DISTRICT 25 TELEPHONE. GTE NORTHWST POWER. PUGET SOUND ENERGY NATURAL GAS. ° PUGET SOUND ENERGY CABLE TV: AT&T BROADBAND SCHOOL DISTRICT- ISSAQUAH SCHOOL DISTRICT 411 1 COVER SHEET 2 SEWER PLAN 3 SEWER PROFILE 4 SEWER NOTES AND DETAILS 5 COMPOSITE UTILITY AND EASEMENT PLAN All NOT TO SCALE LEGEND PROPOSED SANITARY SEWER ®®® BOUNDARY SINGLE WATER METER LOT LINE - DOUBLE WATER METER RIGHT-OF-WAY /RRIGAT70N METER GUTTER, FLOW, & CURB LINE — CENTER LINE DETECTOR CHECK VALVE ASSEMBLY EASEMENT DOUBLE DETECTOR CHECK — — — — — — — BUILDING SETBACK LINE (BSBL) VALVE ASSEMBL Y SEWER MAIN FIRE HYDRANT ----®---- SEWER FORCE MAIN FIRE DEPARTMENT CONNECT70N (FDC) SEWER SERVICE POST INDICATOR VALVE (PIV) STORM DRAIN PIPE ---- ---`-----`--_-- ROOF & FOOTING DRAIN �� AIR/VAC RELEASE VALVE ---------»:-- -..... ROCKERY DRAIN BLOW OFF WATER MAIN GA TE VAL VE 3oo-• 10' EXIS77NG CONTOURS 302 - ---- 2' EXISTING CONTOURS TEE FENCE BEND • ° • ---•► SWALE OR DITCH REDUCER --®-®---- TOP OF 40% SLOPE CONCRETE BLOCKING — • — EDGE OF WETLAND • •••••••••••••••• BUFFER LINE El EXISTING GRAVEL —II II II— DAYLIGHT LINE CY._� ROCKERY PROPOSED GRAVEL ® MAILBOX SIGN El EXISTING ASPHALT CURB RAMP STREET LIGHT PROPOSED ASPHALT PAVEMENT eoioe000ioisiioi NAT7VE GROWTH PRO 7ECT70N PROPOSED SIDEWALK EASEMENT (NGPE) RETAINING WALL ° PROPOSED CONCRETE GUARDRAIL BARRICADE WETLAND ® SEWER MANHOLE • SEWER CLEANOUT ->40X SLOPE CATCH BASIN, TYPE i CATCH BASIN, TYPE !! R/PRAP STORM CLEANOUT YARD DRAIN EXIS77NG FEATURES SD— — — EXIS77NG STORM DRAIN PIPE EXISTING GUY ANCHOR SS — — EXIS77NG SEWER MAIN EXISTING WA TER METER —W — — EXISTING WATER MAIN R EXISTING FIRE HYDRANT — —PO— — UGP— — — EXIS77NG POWER LINE EXISTING UNDERGROUND POWER LINE EXISTING AIR/VAC RELEASE VALVE —G— — — EXIS77NG GAS MAIN 0- EXISTING BLOW OFF TL— — — EXIS77NG TELEPHONE LINE N EXISTING GATE VALVE ❑ EXIS77NG CATCH BASIN, TYPE l EXIS77NG CATCH BASIN, TYPE it EXIS77NG CONIFEROUS TREE O EXISTING SEWER MANHOLE EXISTING DECIDUOUS TREE -0- EXIS77NG POWER POLE © EXIS77NG POWER VAULT CAU 110N LOCA7101V OF EXIS77NG U77LI71ES SHOWN /S APPROX/MA7F AND MAY NOT BE ACCURA 7E OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCH 77ON OF U77LI77ES PRIOR TO PROCEEDING WI7H CONSTRUC770N. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DA YS BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCA7FD. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSM li*33i2 I Checked for Compliance to City Standards 4i z1z TRIAD ASS OC IAT ES 12112 115th Ave. NE Kirkland, WA 98034-6929 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com vin O R1 C3 v A M 0 � o Q U V3 O � a Q � a ^ o o \ a a a z GERALD F. BUCK, AICP PROJECT MANAGER NICK A. WNGER, PLS PROJECT SURVEYOR REBECCA S. CUSHMAN, PE PROJECT ENGINEER MEI—SHIOU UN, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 311107 SCALE: HOF0.:1 "=100' VRT.: N/A EXPIRES: 11/15/' STAMP NOT VALID UNLESS SIGNED AND DATED JOB N0. 04-257 SHEET NO. 1OF 5 ® 2007 TRIAD ASSOCIATES