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Plans (168) ` , ` REFERENCE NOTES: '''i ) � �� ® 10 EXISTING SEPTIC SYSTEM TO BE LOCATED, CLEANED OF WASTE AND REMOVED . PROPERTY _ JUL IS 2018 �'"� � � ° : _ 20 DEMOLISH AND REMOVE ASPHALT PAVEMENT. Wf� ; - CITY ' "1 ufo1 . 4y " :_ 30 DEMOLISH AND REMOVE EXISTING TREE, REFERENCE LANDSCAPE PLANS. BUILDING mVlciC t W 17 ® DEMOLISH AND REMOVE EXISTING GRAVEL. 0 . , I © 50 DEMOLISH AND REMOVE EXISTING CONCRETE STAIRS. Q 1CITY roved Irb PI n in G 6 © EXISTING 1,835 SF BUILDING TO BE REMOVED.. pP g r .,.'.' Z N S fx- SW 72NDAVENUEDate: l� €, N ® DEMOLISH AND REMOVE EXISTING CONCRETE PAVEMENT ii -''' ,,,,,-.4„ Initials: _..m �_ � , 1 a m 0, DEMOLISH AND REMOVE EXISTING FENCING. 14 8 it ()ote ee _„„ , _,, 10 EXISTING OHP TO BE RELOCATED UNDERGROUND BY OTHERS. 11 ,, ;, _ 11 DEMOLISH AND REMOVE EXISTING WATER METER AND SERVICE. COORDINATE WITH TVWD. ® 12© EXISTING CLEANOUT TO BE DEMOLISHED AND REMOVED. OFFICE COPY -Is' 13 EXISTING STREET LIGHT TO BE REMOVED/RELOCATED BY OTHERS fur°)/f—DQ.2/S I 14 EXISTING ROCK WALL TO BE DEMOLISHED AND REMOVED SURVEYOR'S NOTES: TEMPORARY BENCHMARK: 15 EXISTING ELECTRICAL SERVICE TO BE DISCONNECTED. COORDINATE WITH UTILITY PURVEYOR. 1. BENCHMARK: THE ELEVATIONS ARE BASED ON THE NAVD 88 VERTICAL THE ELEVATIONS ARE BASED ON THE NAVD 88 DATUM FROM A STATIC GPS OBSERVATION AS COMPUTED BY OPUS. VERTICAL DATUM FROM A STATIC GPS OBSERVATION 16 EXISTING GAS METER AND SERVICE (NOT SHOWN) TO BE DEMOLISHED AND REMOVED. COORDINATE 2. CONTOURS ARE AT ONE—FOOT INTERVALS AND ARE COMPUTER GENERATED. AS COMPUTED BY OPUS. WITH UTILITY PURVEYOR. 3. UNDERGROUND UTILITIES ARE SUBJECT TO ACTUAL FIELD LOCATION. 4. ALL 5. TREEUSPREADSARE NOT TO SCTILITIES MAY NOT BE A E. ENGINEER'S NOTES: 17 DEMOLISH AND REMOVE EXISTING CONCRETE WALKWAY. 6. NO TITLE REPORT WAS PROVIDED THEREFORE ALL EASEMENTS MAY NOT BE 1. SOME UTILITY INFORMATION WAS ADDED TO THE ORIGINAL SURVEY BASED SHOWN. ON INFORMATION FROM THE UTILITY PURVEYORS, AND AERIAL IMAGES. SOME VERTICAL DATUM: INFORMATION WAS HAND SKETCHED FROM AERIAL IMAGES AND THEREFORE PROJECT: UTILITIES MAY NOT BE ACCURATELY LOCATED. LOCATION OF UTILITIES SHALL SW 72ND APARTMENTS NAVD 88 BE VERIFIED BY CONTRACTOR PRIOR CONSTRUCTION. 11740 SW 72ND AVE. EASEMENTS: 10' WIDE DRAINAGE EASEMENT PER PLAT. INFORMATION PROVIDED BY CONTRACTOR NOTE: ONSITE SURVEYOR. ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED \ N DEMOLITION * NOTE: FEATURESHORIZONTALLY AND VERTICALLY PRIOR TO NCLUD N BUR ED UTILITIES AREA SHOWN ASNY AI,DICONATEDLON. ALL EXISTING \� PLAN THIS SURVEY IS FOR INFORMATIONAL PURPOSES ONLY. NO CERTIFICATIONS RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO ARE EXPRESSED OR IMPLIED. THE SURVEY WAS FURNISHED BY OTHERS. LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT GRAPHIC SCALE UNDERGROUND SERVICE ALERT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES 3o o ,s 30 ONE-CALL NUMBER SURVEY PROVIDED BY: IN AREAS CRITICAL TO CONSTRUCTION. 'Mk; PIONEER DESIGN GROUP, INC. ( IN FEETPi 811 9020 SW WASHINGTON SQUARE ROAD. SUITE 170 , CALL TWO BUSINESS DAYS PORTLAND, OR 97223 1 inch = 30 it. BEFORE YOU DIG PHONE: 503-643-8286 ©Chis 07/2018 D'Amato Conversano Inc. All din Reserved WM. D I Approved By. Dotal No. This document,and the ideas and designs may not be reused,in whole or 1 OF 2 in part,without written permission from D'Amato Conversono Inc. Approved Date: D'Amato Conversono Inc.disclaims any responsibility for its unauthorized use. F1 ,... } 11 EFRS 17-42-0032PLN.dwg 11—Jul-18 8:51 AM rleger pp:r8 1ves ' a nirg I ' t i , I- , Date: �� Initials: k...... i: ..g NOTES: CONTRACTOR IS RESPONSIBLE 1. EROSION CONTROL MEASURES SHOWN ON THE PLAN ARE MINIMUM I FOR STREET SWEEPING REQUIREMENTS. THE CONTRACTOR SHALL INSTALL ADDITIONAL DURING DEMOLITION . - MEASURES, AS NEEDED, TO PREVENT SEDIMENT—LADEN RUNOFF ♦� '� 1 FROM LEAVING THE SITE OR FROM COMPROMISING THE /m-;,� : _ PROPOSED/EXISTING STORM WATER SYSTEM. ` •® ! ,STORM INLET PROTECTION I 2. DEMO ASPHALT DRIVE LAST. LOAD DUMP TRUCKS ON ASPHALT x-. , , _ I '_ DRIVE TO MINIMIZE TRACKING OFFSITE. o „75U LEGEND SW 72ND AVENUE Z STORM DRAIN INLET I � 915 PROTECTION PER CWS DWG NO. �� r N SEDIMENT FENCE PER CWS DWG n n •• .- ... i. N0. 875 SEDIMENT FENCE PROJECT: SW 72ND APARTMENTS 11740 SW 72ND AVE. DEMOLITION EROSION 4 ) N CONTROL PLAN UNDERGROUND SERVICE ALERT GRAPHIC SCALE ONE—CALL NUMBER 30 0 ,s . A 811 pil., WFEET , 10 CALL TWO BUSINESS DAYS BEFORE YOU DIG 1 inch = 30 ft. MIME ©Copyright 07/2018 D'Amato Conversano Inc. All Rights Reserved Approved By Detail Nomem . This document,and the ideas and designs may not be reused,in whole or mom 2 01 /'� in part,without written permission from D'Amato Conversano Inc. IF L Approved Date: D'Amato Conversano Inc.disclaims any responsibility for its unauthorized use. ..�... _ S`.,1 E E R 5 17-42-0032PLN.dwg 11—J51-18 9:07 AM rleger