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HomeMy WebLinkAboutR-42780300 FOUND BRASS DISK NTTH ET W PUNCH SIN CONCRETE ,1 IN CASE MONUMENT T I CONTRACTOR SHALL N 2 POTHOLE TO LOCATE 1463400015 - _ SE�Pr,_ BURIED EXISTING STORM HATTORE ROBERT & DEBORAH O SSMH 4763 STRUCTURE AND ADJUST I I SE 138TH PL RM-36Z24' s STRUCTURE TO GRADE IE 8" DI (N) = 379.14' IE 6" °' (S) EXISTING TREES TO 1463400016 REMAIN (TYP.) I DO HIEN & TRAN PHUNG H W 7=3813T71 ' o RELOCATE EXISTING IE 12" CONC' MAILBOX OUTSIDE OF IE8" CUP7' 1E 12" CUP0' I ROAD WIDENING pppp IE 12" CMP (W) = 382.83' S88' 18' 04"E TP SF F 297.10' 16 - CONC. RUBBL RET WALL FlR tr �( I FlR " _ L ° ° -HOG WIRE FENCE v 8 - c ,e 1 � 6 F" /� I I 1 *1FL:384.0 40 CONC. RUBBLE RET. WALL 386 1463400017 I I�I 4' TALL BARBED WIRE DEMO EXISTING IMPROVEMENTS WITHIN PROJECT LIMITS I �Fle. I ,`SO° 32' 11"W 1 R6 , Y 110.02' ,D- I I I IFlR I10- • I8•y2 2 • w C� I � I REMOVE EXISTING STORM -�Fl} R \ WALL UTILIOTY SERVICES. I VACATE EXISTING 15' SEWER EASEMENT g8v FlCONC. RUBBLE RET.VE EXISTING DRAINAGE STRUCTURE AND PIPE � � i Ry( COORDINATE WITH 2 0` 1 2 CL 1 I 82°• SSMH 6875 _30ca - PURVEYORS RIM = 385.74' S88° 18' 04"E6874,-y I' RIM = 385.68' /'- I IF 8IE " PVC PVC (W - 378.86 SSMH IE 12" CMP (N) = 382.03' - O = 378.86' 297 13' RIM = 396.16' � � IE 8" PVC (S) = 381 07" I GRAPHIC SCALE 0 20 40 80 1" = 40 FEET IE 12" CMP (S) = 381.01' _�_ _CP L - _- _ 'BARB IE 8" PVC (W) = 380.88' \ 18' CPR WITH METAL GRATE _ ♦ I \ I.E. = 394,19' IE 4" CMP (W) = 382.61' Imo- _S _ - -S- - - '�- S - -S -S x3 CO RUBS _ IE 8" CMP (E) = 382.68' \ _ CONC. RUBBLE RET. WALL REFLECTOR ROAD STOPS SSMH 6.12 - - - _ RIM = 386.12 I � '` P G � i � DEC � S COAL. WALL IE 8" 01 (N) = 37Z50 _ -MCA-� _ - - S PLUG SEWER , IE DI (S) = 37Z44' \ 5 WIDE SEWER11 - _ - - - - _ CB IE 8" PVC (E) = 37Z62' EASEMENT TP - - _ - _ _ _ RIM = 395.24' 15' WIE 18 CPR (NE) = 391.75' ` IDE S \ I 3' TALL BRICK WALL COVERED WOOD SHED ENT I P E 18" CPR (S) - 391.71' J` REMOVE AND REPLACE �� I /FF= 386.50' HEAT PUMP \ I. \ I I FF= 4.78 I I 1 I I HYDRANT, COORDINATE 'I _� ��� WITH PURVEYOR I W PROTECT 16 QJ F�TR E Fl R I I �� I SO 31' 04"W I� I 4f CP #15 wFF= 387.37' co A8•� 8 H� 00 co O RTIME 166.35' 110. RELOCATE I d \ 394 NO PARKING ANYTIME EXISTING METER I POWER EASEMENT M REMOVE TREES (� / \ (TYP.) ® / CONTRACTOR TO STABALIZE ALL I I 3 �I -#4 II / DISTURBED PORTIONS OF THE SITE HEDGE LG DEMO AND REMOVE r USING HYDROSEED OR OTHER DEQ �EM FL: 383.7 ENGINEER APPROVED BMP c� I O ALL EXISTING ONSITE '"HE °' I ® 2' �P �ry8 / CONC. RUBBLE RET WALL 390 FL: 384.4 IMPROVEMENTS. / -384 J $ DEAD CON SEPARATE BUILDING / FOUND BRASS DISK NTTH III .;• PERMITS REQUIRED/ I PUNCH CASE MONUMENT s a• FOR DEMOLITIO `1OF - X�1\ FL: 383.4 CD I \ / ANY STRUCTUFg. \ UNKNOWN STRUCTURE ANYTIME CB I CON GAZEBO "7 NO PARKIN I � NO PARKING ANYTIME .. � .. DEC ///WITH PUMP WATER VALVE a ' . • "� • • y� . , . \ 1 \ f0 / FL. 382.7 IE 12" CPR (SE) = 386.99- \ \ , .. - 8 RIM = 390.32' _ /- 6' -I DIIAI��ME��TNNE'K�R S�Tl-... 16 I \ TESC AND DEMO LEGEND IP INLET PROTECTION ® 1 C2.3 CL CLEARING LIMITS SF SILT FENCE X X 3 C2.1 ID INTERCEPTOR DITCH 2 C2.3 OUTLET PROTECTION �00000c 3 &6"-8" QUARRY SPALLS o 0 0 �o°o°o° C2.4 CD GRAVEL CHECK DAM 1 C2.2 CE CONSTRUCTION ENTRANCE 2 C2.2 REMOVE EXISTING ASPHALT REMOVE EXISTING CONCRETE 4 a' REMOVE EXISTING FENCE X X EXISTING GRADE CONTOUR -ELEV- - - TEMPORARY OVERFLOW SPILLWAY 1 C2.1 CM O N LJ N TREE TO REMAIN N T O 0 TREE TO BE REMOVED 4 TP TREE PROTECTION, 3 C2.3 c\ N ALSO REFER TO LANDSCAPE PLANS EARTHWORK -j CUT: 4,000 CY FILL: 11,500 CY NET: 7,500 CY (FILL) THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES. THE QUANTITIES DO NOT ACCOUNT FOR STRIPPINGS, COMPACTION, OR CUT/FILL ADJUSTMENT FACTORS, NOR DO THEY ACCOUNT FOR PAVEMENT SECTIONS. SE 139TH PL I 44 x 'CON . CONC. UBBLE T. WALL G WIRE • CE �' ` _ -- CO RUBBLE RET. W LLX X WALL r9 'I •' S88° 21 ' \ 14"E FIB, RUBBLE RET. WALL � IR .. _ // r L CB 18"R ,, } '' 10" 9 CE73- �� _ s r-�" CONC.. RUBBLE RET. WALL 8 RIM = 388.15' IE 6" PVC (N) = 385. IO' 1E 12" CPR(S) = 384.92' H TESC AND DEMOLITION NOTES °P E 36:0- N88' 21' 14"W �' OVERHANG CED 'CE CED[_ OVERHA CEQ� 20 70- f4 `ED 8-. ' CLF �i Eft CPR (NW)=384.99' I 0 DUMPING 22qq�� RR7� " 8• 20• 4' BARBED WIRE "/22" \.• 28 I� Q / 22 £' ° S SE 5TH PL/ SE 5TH PL CB SE 139TH PL/ i52NDAVESE RELOCATE WATER�%A�VE 101, 10' I 154TH AVE SE RIM = 388. 11' - GB 30, \ IE12"GPP(N)=384.43' 1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND ADJUSTING EROSION RIM = 384.97' IE 12" CMP (N) = 380.97 I IE 8" CMP (E) = 381.34' T CE INDICATOR POST, COORDINATE W10" WOOD STAIRS '��-X ) ti9 5 T HOG j9 FF= 383.19 RAILROAD 71 RET WA L(R 6" W00D FENCE ` E ,2 CPR (E) = 364.a° SSMH 6873 RIM = 389.76' SE 5TH PL CONTROL FACILITIES AS SITE CONDITIONS CHANGE. REFER TO EROSION AND IE 10" CMP (S) = 380.83' I WITH PURVEYOR 10" / FENCE /L LOVERHANG (\ NO PARKING IE 8; PVC (V - SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES ON SHEET C2.2. IE 12- CMP (W) = 380.8T I Vmr ll•V DEMO RETAINING WALL 2 „ x386 OVERHANG ✓ �� ID RHANI �V( 7 + BRICK FIRE PIT 3$ PROTECT EXISTING NO PARKING ANYTIME 2. PROVIDE SEDIMENT TRAPPING FACILITIES AS NECESSARY TO MAINTAIN 1463400024 1 SEWER MANHOLE EIM1 RUNFF SEDIMENT EN SHALL BE ALLOWED TO PROVIDE CATCH BASIN INSERTS TO /I I REPLACE EXISTING NO BROCKSCHM DT ARTHUR 6. ILROA RET TIE ALL 384 � 378 N ARKING NYTIME CEDI 0 zl 3PP �N) - 3B2.95' IE 18"CPR (SE)= 379.02' DISCHARGE FIROM TORE SITE AT ANYDTIMEUNOFF EXISTING SDCB'S DOWNSTREAM W m I DUMPING SIGN OUTSIDE OLD WELL 30" VERTICAL PIPE Y �FF= I 386.54 . 28•. I IE 18" CPR (S) = 379.05' OF SE 139TH PL FOR 100' MINIMUM I I� W I I OF ROAD WIDENING a M2 d�CONC. " 382 I CPrf* I 3. DEMOLITION: IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW -{ DEMO AND REMOVE ch THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE A ALL EXISTING ONSITE I \ I I PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER D IMPROVEMENTS. 380 _ F 382.4 I I I SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE SCOPE OF WORK. IT I 00 SEPARATE BUILDING � � 378 \ _ IS THE INTENT OF THE PROJECT TO REMOVE ALL EXISTING ONSITE I CONTRACTOR SHALL 1 PERMITS REQUIRE4- o o \ ,�30 "°P°` IMPROVEMENTS. A SEPARATE DEMOLITION PERMIT IS REQUIRED FOR POTHOLE TO LOCATE -NO* 32' 11"E FOR DEMOLITION OF �� I- F='o ` E-�� G DGK 5 REMOVE EXISTING DEMOLITION OF ANY STRUCTURES. �I I BURIED EXISTING STORM 166.63' �'� ANY STRUCTURES. 31ro W 000` 41 UTILITY SERVICES. STRUCTURE AND ADJUST MAa$• QS IXOAO 0 ` °,. COORDINATE WITH 4. CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO I II STRUCTURE TO GRADE 16" © 3 x 6 PURVEYORS CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE FOUND BRASS DISK WITH PUNCH SET IN CONCRETE �I�� EDGE _ I WORK OF THIS PROJECT. IN CASE MONUMENT MAP 384 ••• ••• ,•• \ 5. CONTRACTOR SHALL LEGALLY DISPOSE OFF THE OWNER'S PROPERTY, ALL -CA24' CONSTRUCTION SEQUENCE 1. HOLD THE PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF CSWPP/ESC SUPERVISOR (MAY BE II CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS AS REQUIRED. 4. INSTALL INLET SEDIMENT PROTECTION AS REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE. 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT POND. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. CONSTRUCT SWPPS CONTROLS IN ANTICIPATION OF SCHEDULED CONSTRUCTION ACTIVITY (E.G., CONCRETE -RELATED PH MEASURES FOR UTILITY OR ROADWAY CONSTRUCTION). 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT, AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL AND POLLUTION PREVENTION IS ALWAYS IN ACCORDANCE WITH CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED, SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPS, IF APPROPRIATE, AND UPON APPROVAL OF THE OWNER OR ENGINEER. + k' T . jf 0 O OF WAsglY vG ■ - 3 1 TEMPORARY SEDIMENT POND C2.4 MIN. SURFACE AREA: 3,035 SF TOP OF BERM: 384.25 SF BOTTOM OF POND: 378.75 SF 1463400022 BOTTOM DIM: 30' X 80' BETTES MARVIN CESCL 2 SEDIMENT J C2.4 POND RISER 40 LF 12" CPEP @ 0.6% 6" PVC IF= _�77 F A CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) IS REQUIRED FOR THE PROJECT. THE NAMED PERSON OR FIRM SHALL BE ON SITE OR ON -CALL AT ALL TIMES. CONTACT PERSON/FIRM: CONTACT INFORMATION: INFORMATION TO BE FILLED IN BY CONTRACTOR AND PROVIDED TO CITY OF RENTON. CD SURVEYED: 0 1 T A C O M A S E A T T L E DESIGNft / RI tl DRAWN: 0 � 97" �w�SPOKANE TRI-CITIES 2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 .c� GISTER � 2215 North 30th Street, Suite 300 Tacoma, WA 98403 REVISED PER CITY COMMENTS DATED 10/25/23 JMT 2/16/24 CHECKKnow what s below. sIONAL E253.383.2422 rEL 253.383.2572 Fax www.ahbl.com WEB SjK/Call before you dig. 09/10/2024 MW ri o. REVISION BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE, OR NEW CB CONNECTION APPROVED BY THE OWNER. 12" CPEP (W) IE: 378.37 i E 12433EF 12" CPEP @ 0.6% TESC AND DEMOLITION KEYNOTES I NPDES OVERFLOW SPILLWAY 1 WIDTH: 15' MIN. C2.1 ELEV: 383.25 A CONSTRUCTION STORMWATER GENERAL PERMIT (NPDES) FROM THE DEPARTMENT OF ECOLOGY IS REQUIRED AS THIS PROJECT IS DISTURBING MORE THAN 1 ACRE. NPDES (WAR) PERMIT NUMBER: INFORMATION TO BE FILLED IN BY CONTRACTOR AND PROVIDED TO CITY OF RENTON. VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF R RENTON DATU M Planning/Building/Public Works Dept. DEMO AND REMOVE EXISTING SANITARY SEWER MANHOLE PER ALL APPLICABLE HEALTH DEPARTMENT STANDARDS. EXISTING SEWER 10 SYSTEM SHALL BE OPERATIONAL UNTIL PROPOSED SEWER SYSTEM IS INSTALLED, APPROVED FOR CONNECTION, AND CONNECTED PRIOR TO DEMOLITION AND REMOVAL. PLUG EXISTING SANITARY SEWER MAIN WITH CONCRETE. EXISTING O SEWER SYSTEM SHALL BE OPERATIONAL UNTIL PROPOSED SEWER SYSTEM IS INSTALLED, APPROVED FOR CONNECTION, AND CONNECTED PRIOR TO DEMOLITION AND REMOVAL. DEMO AND REMOVE EXISTING SANITARY SEWER MAIN. EXISTING O SEWER SYSTEM SHALL BE OPERATIONAL UNTIL PROPOSED SEWER SYSTEM IS INSTALLED, APPROVED FOR CONNECTION, AND CONNECTED PRIOR TO DEMOLITION AND REMOVAL. R-427803 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING H H uyn h 12/04/2024 MAPLE HIGHLANDS AHBL JOB #2221005.10 TESC & DEMO PLAN DATE: 9/6/2024 FIELDBOOK: PAGE: DRAWING NO: C2.0 SHEET: 3 OF: 39 R- C2.0 O T C) 0 N Ir Is's