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Plans 11 I R MOVE REFERENCE NOTES: e, _ MEN,LA If r,411 'III0 © C'NCRETE 10 EXISTING SEPTIC SYSTEM TO BE LOCATED, CLEANED OF WASTE AND REMOVED BOCK ALL ill �;�s = � : ="-- ,, Q DEMOLISH AND REMOVE ASPHALT PAVEMENT. ,iUL 1-6 2018 l .. , i,'.IT '( 7TI FARE 0 DEMOLISH AND REMOVE EXISTING TREE, REFERENCE LANDSCAPE PLANS. EXIST. RIGHT OF WAY ace,,,. 0 0 ,� 0 4 MILD r av is O - Q Q x DEMOLISH AND REMOVE EXISTING GRAVEL. r z 5 DEMOLISH AND REMOVE EXISTING CONCRETE STAIRS. 131 ® mzo 6.* i Li e SW)2ND AVENUE ` R PROPERTY LINE 6 EXISTING 1,750 SF BUILDING TO BE REMOVED. 11 © .. r Approved y Planning 3 N ., 7 DEMOLISH AND REMOVE EXISTING BRICK. Date: C / i i'niti SIS: o _ S gIx � = _© 9Q DEMOLISH AND REMOVE EXISTING FENCING .1 _F i4� _s. EXISTING OHP TO BE RELOCATED UNDERGROUND BY OTHERS N — - 10 EXISTING EASEMENT ., 11 DEMOLISH AND REMOVE EXISTING WATER METER AND SERVICE. COORDINATE WITH TVWD. 41 - f 1; �� EXISTING STREET LIGHT TO REMOVED/RELOCATED BY OTHERS II I 13 x I �. BE I ot EXISTING ELECTRICAL SERVICE TO BE DISCONNECTED. COORDINATE WITH UTILITY PURVEYOR. 16 EXISTING GAS METER AND SERVICE (NOT SHOWN) TO BE DEMOLISHED AND REMOVED. COORDINATE SURVEYOR'S NOTES: WITH UTILITY PURVEYOR. 1. BENCHMARK: THE ELEVATIONS ARE BASED ON THE NAVD 88 VERTICAL 17 DEMOLISH AND REMOVE EXISTING CONCRETE WALKWAY. OFFICE COPY DATUM FROM A STATIC GPS OBSERVATION AS COMPUTED BY OPUS. /_ t.ih7,� 670 /%o 3. UNDERGROUND2. CONTOURS EAT ONE–FOOT INTERVALS AND UTILITIES ARE SUBJECT TO ACTUALEFELLDLOCATION.TER NERATED. TEMPORARY BENCHMARK: /77' ,�ee�,, 7 - —t /16. 4. ALL UTILITIES MAY NOT BE SHOWN. THE ELEVATIONS ARE BASED ON THE NAVD 88 VERTICAL DATUM FROM A 5. TREE SPREADS ARE NOT TO SCALE. STATIC GPS OBSERVATION AS COMPUTED BY OPUS. 6. SNO HOWN.TITLE REPORT WAS PROVIDED THEREFORE ALL EASEMENTS MAY NOT BE ENGINEER'S NOTES: VERTICAL DATUM: 1. SOME UTILITY INFORMATION WAS ADDED TO THE ORIGINAL SURVEY BASED PROJECT: NAVD 88 ON INFORMATION FROM THE UTILITY PURVEYORS, AND AERIAL IMAGES. SOME SW 72ND APARTMENTS INFORMATION WAS HAND SKETCHED FROM AERIAL IMAGES AND THEREFORE 11740 SW 72ND AVE. EASEMENTS: UTILITIES MAY NOT BE ACCURATELY LOCATED. LOCATION OF UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR CONSTRUCTION. ONSITE 10' WIDE DRAINAGE EASEMENT PER PLAT. INFORMATION PROVIDED BY SURVEYOR. N DEMOLITION * NOTE: CONTRACTOR NOTE: �� PLAN THIS SURVEY IS FOR INFORMATIONAL PURPOSES ONLY. NO CERTIFICATIONS ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED GRAPHIC SCALE ARE EXPRESSED OR IMPLIED. THE SURVEY WAS FURNISHED BY OTHERS. HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING UNDERGROUND SERVICE ALERT FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON 3010= 1'13 so ONE-CALL NUMBER RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO SURVEY PROVIDED BY: LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT ..I � 811 THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES PIONEER DESIGN GROUP, INC. IN AREAS CRITICAL TO CONSTRUCTION. ( IN FEET CALL TWO BUSINESS DAYS 9020 SW WASHINGTON SQUARE ROAD. SUITE 170 i inch = 30 ft. BEFORE YOU DIG PORTLAND, OR 97223 PHONE: 503-643-8286 = Approved By Detail No. ©Copyright 07/2018 D'Amato Conversono Inc. All Rights Reserved This document,and the ideas and ogns may not be reused,in whole or O r 2 in port,without written permission from D'Amato Conversono Inc. Approved Date: IF D'Amato Conversono Inc.disclaims any responsibility for its unauthorized use. E..� ; a} 17-42-0032PLN.dwg 11—Jul-18 8:48 AM rleger r 'yTIG g • " OF �IaD I 11nIM � C' � � CONTRACTOR IS RESPONSIBLE FOR STREET SWEEPING ENGINEER'S NOTES: DURING DEMOLITION 1. EROSION CONTROL MEASURES SHOWN ON THE PLAN ARE MINIMUM T �� `"' —`_ - REQUIREMENTS. THE CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES, AS NEEDED, TO PREVENT SEDIMENT—LADEN RUNOFF {J FROM LEAVING THE SITE OR FROM COMPROMISING THE SEDIMENT FENCE PROPOSED/EXISTING STORM WATER SYSTEM. W 2. DEMO ASPHALT DRIVE LAST. LOAD DUMP TRUCKS ON ASPHALT '7 DRIVE TO MINIMIZE TRACKING OFFSITE. '= , 11740 SW)]NO AVENUE z LEGEND N , . (4,1 a STORM DRAIN INLET PROTECTION PER CWS DWG NO. 3 ' 915 ®!meq ' n e e e ` . A w A P `- �„r , _ SEDIMENT FENCE PER CWS DWG a n STORM INLET PROTEC11ON ' NO. 875 PROJECT: SW 72ND APARTMENTS 11740 SW 72ND AVE. DEMOLITION EROSION t CONTROL PLAN GRAPHIC SCALE UNDERGROUND SERVICE ALERT ONE—CALL NUMBER so o is so ti,11„,4 811 CALL TWO BUSINESS DAYS IN( BEFORE YOU DIG 1 inch = 30 ft. annEm ©Copyright 07/2018 D'Amato Conversano Inc. All Rights Reserved Approved By. Detail No. This document,and the ideas and designs may not be reused,in whole or 2 01 2 in part,without written permission from DAmato Conversano no. INE C'Approved Date: DYAmato Conversano Inc.disclaims any responsibility for its unauthorized use. n t n v Ft 17-42-0032PLN.dwg 11—Jul-18 9:03 AM rleger