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HomeMy WebLinkAboutR-408305M 00 O 0 W NOTE: CONTRACTOR SHALL FILL THE PIPE WITH LEAN CONCRETE PRIOR TO ABANDONING IT IN -PLACE. REMOVE CB'S FRAME AND GRATE PRIOR TO PAVING. CONSTRUCTION RUNOFF SHALL NOT ENTER INTO THE STORM SYSTEM WITHOUT TREATMENT. I I I I i I 9P \�p\ op °P °P °P I li op ®----------------------- °P DP OP � �J DP ---- DP Dp - DP -------- ----------i------------------------------------�___ -- ------------ - WW W _L�/ W------� .. --------------------- ® - - --5� - W WNC�1S-W W------- _—_____-_____ - _-------------- L- ®----S-----S----------5----- 2 — A — — S----5-----5---- BRASS PLUG W/P NC — — — — -s- - - s— - - -S- - - s --- IN CONC. IN 00 —5-----5 SITED JUN '17 - _--- ---- --------_______--- — — — — _ _ ii / I I 5 IR CE B�■ CF----=--- — — — — — 30—� 6' CHAINLINK FENCE ''; >. , ;: > �; I �,l III \ ® FOUND 1/2"� REBAR & CAP PLS No. 22338 r%MA^1 ITU1111 M► 11/'11T1^11 \IAT 'C%. 2 S co I I I •rl - - I °T z - 20 6 I S.F.R. � • W fA � I 1 g I '771 4 Q 3 Q _ 0) 04 �o % � I I----------- <. 63IleN 0 i c� I 1 � Y ✓ /' zl. DEMOLITION KEY NOTES: a ,'�✓� ® CUT AND CAP FIRE LINE SUPPLY LINE (SEE Sco ✓ �; - FIRE SPRINKLER LINE EXTENSION PLAN). REMOVE THE PIPE AS NECESSARY. ® REMOVE WALL, COORDINATE WITH ARCHITECTURAL <oT I K SITE PLAN AS NEEDED 3 • REMOVE LIGHTS &CHURCH SIGN. COORDINATE ® WITH THE OWNER FOR A SECURE LOCATION. / DEMOLITION LEGEND DveRHANC j 10 SAWCUT PAVEMENT LJ rh 7' REMOVAL OF CURB &PLANTINGS - - -/110/ /01' CHURCH O3 ABANDON UTILITY LINE IN PLACE }� gU1LDINC IIII"''/ 11,1�6 / tS4•FT• ' ® [ CAP UTILITY LINE < o TK// 5 O REMOVE BUILDING ;✓ W 16 Z © REMOVE ASPHALT & GRAVEL PAVEMENT g *12 3 10 10 �18 15 O7 REMOVE CONCRETE PAVEMENT - - 21„ ,*20" 2» , 17" 16" 12 0 $ REMOVE MISCELLANEOUS ITEM AS I 4f 23" DESCRIBED BY KEY NOTE _ 1612" to O9 PROTECT TREE Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 18465 NE 68TH ST REDMOIND, VA. 98052 PH: (425) 462-9441 FAX: (425) 462-9451 E-Mail: cservice®abossein.com www.abossein.com �oT s o v -_- z POURAZARI #39659 m tt BASE MAP/TOPOGRAPHY PROVIDED BY .P OTHERS. ABOSSEIN ENGINEERING (AE) �� OF 14lS8j CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL •OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR �eee PLANS CANNOT BE CONSTRUCTED AS 0 GISTEg� t SHOWN, CONTACT AE PRIOR TO s`SI )NAL � CONSTRUCTION. PERMIT SUBMITTAL SURVEYED: GEODETIC SURVEYING SCALE: SERVICE DESIGNED: SP AS INDICATED ON DRAWING DRAWN: S P ONE INCH CHECKED: S P AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM 1. THE EXISTING IBUILDING SHOWN HERE SHALL REMAIN IN- LACE BUT MODIFIED AS SHOWN ON THE ARCHITECTURAL SITE PLAN. REFER TO ARCHITECTURAL SIT PLAN FOR WALL REMOVAL IN THE VICINITY OF BUILDING ADDITION. 2. ALL UTILITY SERVICE LINES AS SHOWN SHALL REMAIN OPERATIONAL EXCEPT AS INDICATED ON PLAN AND AS NOTED FOR REMOVAL. 3. SEE SITE PARKING ILLUMINATION PI-4 FOR POWER, LIG TING, ETC. PRIOR TO EXCAVATION FOR BUILDING ADDITION. I 4. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH LOCAL UTILITY PURVEYORS. 5. VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED IIAVE BEEN DISCONNECTED. 67---ERECT BARRIERS, SHORING AN KESO- PROTECT PERSONNEL, CONSTRUCTION, ADJACENT PROPERTIES, AND VEGETATION TO REMAIN, COMPLY WITH ALL STATE AND-10CAL-AGENCY­f�EQUIREMENTS- 7. PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND AND VISITING THE CHURCH DURING WEEKENDS AND HOLIDAYS AS WELL AS THE WEEKDAYS. 8. PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN. 9. DO NOT DAMAGE EXISTING IMPROVEMENTS INTENDED TO REMAIN DURING CONSTRUCTION. 0 M M O O d� LO O 0 co Q J 0 10. COORDINATE WITH THE CHURCH PERSONNEL/OWNER TO PROVIDE VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES TOWRING-004STRUCTION.-ENSURE MINIMUM INTERFERENCE WITH ROADS, 0 STREETS, SIDEWALKS, AND 4DJACENT FACILITIES; DO NOT CLOSE OR OBSTRPCT STREETS, SIDEWALKS -OR-- C) PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD AT ALL TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES. T 11. SPRINKLE DEBRIS AS NECE SARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT SPRINKLE TO EXTENT CAUSING FLOODING, CONTAMINATED RUNOFF OR ICING. 12. REMOVE EXISTING ABOVE -GRADE AND BELOW -GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY ' TO FACILITATE NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING SIDEWALK, WALKWAYS, PAVERS, STEPS INTENDED TO REMAIN IN PLACE. ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAW CUT AT THE BOUNDARIES OF THE AREA TO BE REMOVED. 13. COMPLETELY REMOVE ALL TREES, GROWTH AND UNDERBRUSH INCLUDING COMPLETE -ROOT SYSTEMS AS REQUIRED FOR NEW CONSTRUCTION AS INDICATED. REMOVAL OPERATIONS SHALL BE PERFORMED IN A MANNER TO PROTECT PROPERTY. 14. MAKE CUTS AT CLOSEST PAVING JOINT. - - - - 2 15. RELOCATE ILLUMINATION AND CHURCH SIGN LIGHTING ALONG WITH THE ISLANDS IN NE 21 ST STREET TO C) A SECURE PLACE. CARE SHALL BE GIVEN NOT TO DAMAGE THE SIGN AND THE LIGHTS DURING REMOVAL. 2 16. REMOVE THE THE IRON GATED FENCE AND THE RAILING PRIOR ITO THE START OF THE CONSTRUCTION. I V C ORDINATE WITH THE OWNER TO REINSTALL THE FENCE AND ITS ASSOCIATED RAILING PRIOR TO THE J P CEMENT OF PERVIOUS CONCRETE TO MINIMIZE DAMAGE TO NEWLY PLACED PAVEMENT. < R-408305 U IN COMPLIANCE WITH CITY OF RENTON STANDARDS W Z DEVELOPMENT ENGINEERING %w Nathan Janders 03/19/2020 ' z CALL 811 (2) BUSIN AY z BEFORE YOU DI Q (UNDERGROUND UTILITY CURRENT PLANNING + z LOCATIONS ARE APPROXIMATE) Angelea Weihs 07/23/2019' Q DATE ,,RFIRST UKRAINIAN PENTECOSTAL CHURCH 02-25-20 � tv, CITY 0 F FlELDBOOK:- D RENTON 3811 NE21STST PAGE: NhIsr RENTON, WA 98056 DRAWING NO. Planning/Building/Public works Dept. SITE DEMOLITION PLAN C3.0 W SHEET: OF. 7 65 LL