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HomeMy WebLinkAboutR-419907RECOMMENDED TESC CONSTRUCTION SEQUENCE TESC NOTES rn NOTE: THE FOLLOWING RECOMMENDED TESC CONSTRUCTION SEQUENCE IS 4. INSTALL CATCH BASIN PROTECTION AND STORMWATER BMP AREA ANTICIPATION OF SCHEDULED CONSTRUCTION ACTIVITY (E.G., 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN 1. SEE SHEET C330 FOR COR EROSION CONTROL STANDARD PLAN NOTES. LO T FOR PERMITTING PURPOSES ONLY. IT SHALL NOT BE RELIED UPON IN THE PROTECTION AS REQUIRED. CONCRETE -RELATED PH MEASURES FOR UTILITY, VAULT OR SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE T FIELD AND SHALL BE MODIFIED AS NECESSARY BASED ON CONDITIONS IN 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). ROADWAY CONSTRUCTION) WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, OR 2. PROPOSED STORMWATER INFILTRATION FACILITY AREAS SHALL BE PROTECTED FROM ALL LO � THE FIELD. 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH EQUIVALENT. CONSTRUCTION ACTIVITY. REFER TO C700 FOR STORMWATER INFILTRATION FACILITY 0 p ETC.). APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN LOCATION AND DIMENSIONS. LLI 1. PRE -CONSTRUCTION MEETING. 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. MANUAL AND MANUFACTURER'S RECOMMENDATIONS. DAYS. N 2. POST SIGN WITH NAME AND PHONE NUMBER OF CSWPP/ESC 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 3. BEFORE MASS EARTHWORK AND SITE GRADING, CONTRACTOR SHALL INSTALL INTERCEPTOR SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF 9, CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT 30 DAYS. SWALES AND CHECK DAMS AS REQUIRED TO CONVEY RUNOFF TO TEMPORARY SEDIMENT CONSTRUCTION SIGN). SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING CONTROL AND POLLUTION PREVENTION IS ALWAYS IN ACCORDANCE 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST POND. CONTRACTOR SHALL ADJUST INTERCEPTOR SWALE AND CHECK DAM LOCATIONS AS 3. FLAG OR FENCE CLEARING LIMITS. FOR PROJECT DEVELOPMENT. CONSTRUCT SWPPS CONTROLS IN WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. NECESSARY TO DRAIN. (/ , o » °Z z �9s�, >1a5 ;;F= N ����� 4. ALL BMPS SHALL BE CONSTRUCTED AND INSTALLED PER 2017 COR SWDM. % lG �j C, J cep°A 5. s4 �. F J o: ;'. F� 002�� T �+ J ° ON, MAINTENANCE, AND REPLACEMENT OF ALL TESC FACILITIES IS . .:. ...`�• A M .•,... •.CONC;..J.S?,>� ASPHALT ......, .. <,...':' qC��j,.:✓coNe: - =c:, .f. • , '.:: t' A' iN':.IIY :: , N RI ^X :, - 8"PS PAVEMENT q \\ ws THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. IpA,LK .r •• . •'. fYRIVEWkY' > > • .ra 6 CURB INDEX .5`'oi .som s6+.5 APPROX. LOCATION UP m AVE NE/ ? C330 '� 3 ST S-T1-01---1�/A'� PRIVATE NE 107H 57 PER PAINT M`) 6Ugg� J ` °N I IP ..: F y?l S �- UP PAVEMENT V a���so G� o ,I, sF J• S 8 v TE RD(S) DIRECT ON S - ?Q 4 C330 FI ; .• SS ASS - UP-�, 6. THE TESC FACILITIES SHALL BE INSPECTED AND MAINTAINED AS NECESSARY OR AS STREET SIGN - P SS SS SS 6"PS AVE NE �� \3 � P INDEX � ��q °�� �Ar CAP EX ; Q \\,w ss UP DO P RIGHT-°F-WAY - 356.6D' Q°w�� 9 SS DIRECTED BY THE COR INSPECTOR. , \ ,r o . .. C�` J J-' .. ..• .. .. ,. (PUBLIC , � ��� �-���r. °' P R- 597. 60 o S �i/ LU :s P P P AT P o-, 45'D4„ �. iN g"pS l:/: o-P P P P -�w �6��J JEFFE SON , E NE �• T o P f� C�//�� P vJ 6w W W �� O 8"°5�s `: t' =R..`:.'` °2 r CONNECT CONS CTI N STOR AT �' z`P 6W�- IN a- 7. PROVIDE TEMPORARY CHAINLINK CONSTRUCTION FENCING AS REQUIRED FOR SAFETY z ss f'�'�6.G�RB � ��y �� 29 � z"Ps P E I p SD GATI W9 COM ERpcCnlA_ �� � - W� IN _ AND AS DIRECTED BY THE COR INSPECTOR. FENCING SHALL BE PLACED IN A p °°2 s� //P° �g C CB C7 A AER PAINT MAR C7 J✓ ��❑J W AER RPAINT MARION KS A ✓ N 4��a RF XOVkrIOLXP I P - P - P A, FET @ - �B [[JJ 12;p$Q (YP, MANNER THAT ALLOWS FULL USE OF ADJACENT FACILITIES. Cn P os• CA q`A/yL (�jjR�K P 1 P G G G PAVEMENT AER PAINT LOCATION �[J y �n T �JA� r�VL TZ.'G C�' ` 6.0 ..'..:r ., ;.....,. ,. .. ,,....;;: .. ..•: :. :e ::....: ..r ...: •., .., ..':,. .'.t.' ..... w, ..•.:.. 'y '.:...: .:.... .:.. .: 6CURBG 2 G G TYP) MARKS 33555 CC// JEFF U6' §B 2• G �1 2"c I p 8 .1. P , •. G ERSON AVE NE ..,..,.:. .r': .. TE RD(E) DIR L= - G -'� .. R• �*��, . F _ STREET SIGN ECTION Zi.Sg' IR HYDRANT. 6"w .: • '' c.. •., - a.r •.i "CURB , P :.P 5S" z"c R= F I � /SET. ,.. .C©roc..... ... .,..,....,•. •..-•'•-.� .rtye. 13. SA GE TO CO w x : '• 1 :wL..wAs. spat �Ev�Ar a-9,'z4 _ S, � PPRGX. 4�S- P'. � PROJECT SITE DOWN SLOPE OF DISTURBED AREA WITHIN 500 FEET OF THE �(� MA,K - �[ / CATCH BASINS � ( PER PAINT P ` Jcs•. G (TM �� AL L P G z"G cfh L1J x-wALK cA� e g / P P Q (� d Id' 9. STORM DRAIN INLETS AND CATCH BASINS IN THE ROW SHALL BE INSPECTED DAILY. WATER LEAVING THE SITE DURING CONSTRUCTION, INCLUDING WATER CARRIED BY TEMPORARYA� -o CU A X SS �� N °�� o°O Fo � 9" RIGHTu°F�WAY N aoo0o� o -, TRUCK TIRES SHALL BE CLEAN. IMPLEMENT ADDITIONAL SEDIMENTATION CONTROL SER CE T CONSTRUCTION FENCE ��® P�m�� c L oa°off ow METHODS AS NEEDED OR AS DIRECTED BY THE CITY OF COR INSPECTOR. 9 �33o:: SD ��° d'Doos 9 ��� FIELD LOCATE (TYP) 9q SD s�\;y ° =9sq sD A �09 10. NO SEDIMENT SHALL BE TRACKED INTO THE STREET OR ONTO PAVED SURFACES. }I AO OC`90 ,9 c^ J�:�O`, V yl• COO•' o�F2� SD - SD PRO OSED STORE. TER ���� J ���. ao�o %=ZT SEDIMENT SHALL BE REMOVED FROM ALL TRUCKS AND EQUIPMENT PRIOR TO LEAVING °yosy oG�G INFILTRATION FA�1LI PRESSURIZED DISCHARGE PIPE THE SITE. 9s� Z �w SEE TESC NOTE 2 T TYP 9� �� ,� FIELD LOCATE (TYP) I �Js �o°o �, RIGHT °P,WAY _ p 2 SILT FENCE ° (� °,w°.� Oo(� V QI T'oO ° GAT P R O g LOCATE w "° 39 RD. E° E C330 �A�s� :T PK NAIL � °\ �Z (" J�Vs�l OQ BOTTOM OF 6 C RB 1 \ Ia.' O o l DEMOLITION NOTES , Oi 30' 30' /WASHER � s . ,^, ; ; '::7 � m n J.O � RGW ROW �. >. .� ° .� .� ... < 0000°� EXCAVATION r w z �o,. 2 2 , ° °Q� APPROX 361.75a� �Fw°�ti N SNP C �DaoO m9 2 1. ALL EXISTING SURFACE IMPROVEMENTS AND UNDERGROUND UTILITIES AND ASSOCIATED F. F. � C ;,.s^�.n :'y. � '•� 9`Po \��� S ��5� = o ^ 1 o p TEMPORARY SUMP PUMP 9� ° NUJ ���o� s����y UTILITY STRUCTURES WITHIN THE PROPERTY LINE SHALL BE DEMOLISHED UNLESS NOTED _ O 0 Q Q 6w 2`'m. BOTTOM OF EXCAVATION `. SIZE AS NEEDED FOR ,�, o of tiz �. = J OTHERWISE. v, �O� A FIELD CONDITIONS s� Coo Js APPROX 357.25 FIELD LOCATE 2. ALL EXISTING SURFACE IMPROVEMENTS AND UNDERGROUND UTILITIES AND ASSOCIATED L S� =Y4J op 4 CgID UTILITY STRUCTURES OUTSIDE THE PROPERTY LINE SHALL BE PROTECTED TO REMAIN nJQ C /� ;#a;:...::: ; UP s °o�D�aQQCf) 8 IAg UNLESS NOTED OTHERWISE. 0 2 Q 3 C V an �$ yGo2 G�;. r�oy Oo a 3. UNDERGROUND PIPING AND STRUCTURES TO BE DEMOLISHED SHALL BE REMOVED P :: CONSTRUCTION WATER y C�Doo �"' `f' �` �O:.•'F...', �!`9`s 9qq L�A- COMPLETELY FROM THE GROUND UNLESS NOTED OTHERWISE. �. 29 QUALITY MONITORING POINT J ` f _ /n 9 m 6"PSD S Q 'o �•P o O S F2 s o L 4. ANY FEATURES INTENDED TO REMAIN THAT ARE DAMAGED DURING DEMOLITION OR I CONSTRUCTION ACTIVITIES SHALL BE FULLY REPAIRED AT CONTRACTORS EXPENSE AS LEGEND n Q o a c ' DIRECTED BY THE OWNER. co % n !r' P �S° ° 'JPgP°� A9q 7. s 5. PRIOR TO DEMOLITION ACTIVITIES, VERIFY THE DEPTH OF EXISTING UTILITIES TO REMAIN PROPERTY LINE �99� �P9°t WITHIN THE LIMIT OF WORK. __j Vo SEDIMENT TRAP DO > ' > �s y > MIN SURFACE AREA=1,234 SF C330 6. REFER TO ELECTRICAL FOR ELECTRICAL DEMOLITION SCOPE INCLUDING, BUT NOT LIMITED TO, SILT FENCE $sT° 20 a QS FIELD LOCATE L 0� s� LIGHT POLE REMOVAL, POWER AND COMM. DEMOLITION, ELECTRICAL VAULT DEMOLITION, AND •�' ```�����' � °�P m �° � °°"ti` DISCONNECT FROM POWER SOURCE. TEMPORARY A 5 INTERCEPTOR SWALE o CD 000NSTRUCTION FENCE r �31FIELD LOCATE (TYP) �S a 7. REFER TO LANDSCAPE FOR TREE PROTECTION AND TREE REMOVAL. CD „'� DITCH CHECK DAMS EXISTING UTILITIES SHALL REMAIN IN SERVICE UNTIL SUCH TIME THAT THE REROUTE OR a U .. V •rci.: o �7 �� 0 > > > INTERCEPTOR SWALE' �2°�2 s ,�A,. '' �3OFIELD LOCATE (TYP) _�;' ..:?;: a°��� s� REPLACEMENT CONNECTIONS HAVE BEEN MADE. SHUTDOWNS FOR UTILITIES SERVING OTHER �c PARCELS WILL NOT BE ALLOWED (OTHER THAN ON A TEMPORARY BASIS FOR RE-ROUTE). cn C DITCH CHECK DAM SEE ARCHITECTURAL FOR �° ::`F °�� o F° M UTILITY RE-ROUTES, WHEN REQUIRED, ARE TO BE FULLY IN PLACE PRIOR TO ANY SHUT o m BUILDING DEMOLITION 040 DOWN. rn4 Ln N. y t^ TEMPORARY SUMP ° 9. DISPOSE OF EXCESS DEMOLITION MATERIAL OFF -SITE IN A SAFE AND LEGAL MANNER. o © PUMPCD x \/\/ ° ?',.::.;..,.: �o�W:.. GARB 6 A9s _ 10. MAKE VERTICAL SAWCUTS BETWEEN EXISTING PAVEMENT TO REMAIN AND THE PORTION TO OO CATCH BASIN INSERT 9 6 '�5 BE REMOVED. PROTECT IN PLACE PAVEMENT OUTSIDE THE SAWCUT LINE. CD C t �o o•F o 16'�..�.L�`'o. o J FLOW DIRECTION '�s ®�° / a� 9P�s _." ; + 11. HAZARDOUS MATERIAL ABATEMENT BY OTHERS, IF NECESSARY FOR BUILDING DEMOLITION. CD CD M UTILITY CAP y� ��''" r R ON6 p` ,�.: 12. REFER TO C600 FOR STREET SAWCUTTING AND DEMOLITION. t4,. 'S10EW �" JEF�'� + SS .t O .. 6^ CAR �. ss. SAD .a. .�::. Q(D PRESSURIZED - �E `RE G�RB �: R 419907 z SDSD A 6 :..: %X DISCHARGE PIPE Ss �` JEFFERS °F-WP) ��5 J. w p \\ e' RIGHT, (9050, N 6p5p0 E Zpzg4 a .... a�0cn1g92 0 was IN COMPLIANCE WITH CITY OF RENTON STANDARDS p CD ax oy��sEdE ✓ !p w 4. AD c 4 Sp rj \ O C0CD µfT GONC WALL m, m � CONSTRUCTION RECORD DRAWINGS a 0 10' 20' 40' o� ISTEg��' m sO \ so 0 4276 THESE RECORD DOCUMENTS HAVE BEEN so J - a Call 811 �SSIONAL � 1601 5th Avenue, suite 1600 two business days Seattle, WA 98101 Michael Ruether (THE I Dakota Simurdak (TH E 9P 1 inch - 20 feet Y PREPARED FROM THE CONTRACTORS before you dig 10/14/2024 206.622.5822 REDLINED MARK-UPS OF THE CONSTRUCTION CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY www.kpff.com THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON E m DOCUMENTS. THE ENGINEER REVIEWING THESE 1 CIVIL CONSTRUCTION PERMIT CMK 10 19 21 TJE s"'V''ED' VERTICAL: NAVD 1988 CITY O F 00 RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12 20 21 TJE AS SHOWN HORIZONTAL' NAD 19W/1991 THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF DESIGNED: �; ,� 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE N NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRAwN: pc, JY� RENTON OMISSIONS IN DATA OR CERTIFY THE ONE INCH DATUM 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: AT FULL SCALE Planning/Building/PublicDept. ACCURACY OF THE INFORMATION PROVIDED x /vr/��iae�lCuet�iew x Dakota �ssruwda� CB IF NOT ONE INCH Works BY THE CONTRACTORS AS -BUILT REDLINES. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY CD x TJ E a w z D RENTON SUNSET GARDENS 10/14/2024 z FlELDBOOK: 2900 NE 10TH ST, RENTON, WA 98056 z PAGE: O DRAWING NO: C300 z LU SITE DEMO & TESC PLAN SHE: 07 0"44 Ir