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Home My WebLink AboutLarge FormatSECTION 26, T25N., R5E.9 W. M. 6i 0 z Q rK V) z 0 z 0 U W V7 `., MONSTER ROAD ff��,, �Ir aw a e.ere ..�� , � rw•� • ww ewe a, wrw `' v'JM1 • i1 1 R �• 4t1 �I Lot 2 POr ceiLot 1 Metro i I' PROJECT � Parcel 4_g ./ i 10-0 SITE `-�� rcei 4---A��,` ��` i P -'/ .00, Parcel -f XIIT /p /A EXIS f. r POND �N: . ,00 a PUMP OUTFALL I-ACILITY JACK BENNETT RENTON, WASHINGTON SHEET C1 C2 C3 C4 11�1�►11��!�:�:3 DESCRIPTION COVER SHEET SITE PLAN GRADING & PAVING PLAN GENERAL NOTES Q WATER MANHOLE FIRE HYDRANT ® WATER VAULT pd WATER VALVE ® WATER METER o-- WATER BLOWOFF 1 PROPOSED PIPE FLOW W WATER MAIN --� UTILITY POLE W/LIGHT E — GUY ANCHOR UTILITY POLE e POWER JUNCTION BOX © POWER VAULT TRANSMISSION TOWER BASE P POWER LINE (UNDERGROUND) — — — — P— — — — POWER LINE (OVERHEAD) TR TELEPHONE RISER ICI GAS VALVE Q❑ CATCH BASIN - TYPE 2 CULVERT ■ CATCH BASIN STORM DRAIN LINE • SEWER CLEANOUT SEWER MANHOLE SANITARY SEWER LINE o BOLLARD o CHAIN LINK FENCE EVERGREEN TREE DECIDUOUS TREE GUARD RAIL O BENCH MARK ® CONTROL BOX X FILTER FABRIC FENCE O CATCH BASIN PROTECTION LOCATION MAP SHEET INDEX LEGEND SCALE: NONE LEGAL DESCRIPTION SEE SHEET C2 BASIS OF BEARINGS: SURVEY NO. 2614 BY BARGHAUSEN CONSULTING ENGINEERS, INC. BASED ON THE CENTERLINE OF MONSTER POAD BERARING NORTH 88e03'09" EAST GENERAL NOTES AGENCIES ROADS: STORM SYSTEM: CITY OF RENTON WATER SYSTEM: CITY OF RENTON SANITARY SEWER: CITY OF RENTON FRONTAGE ROAD: CITY OF RENTON TELEPHONE: GTE CABLE. TCI GAS: PUGET SOUND ENERGY POWER: PUGET SOUND ENERGY SURVEY TOPOGRAPHIC SURVEY PREPARED BY. W&H PACIFIC DATE. JUNE 1998 ALTA SURVEY PREPARED BY BUSH, ROED & HITCHINGS, INC. DATE. MAY 1992 UT7LI TIES 1. WATER SYSTEM CITY OF RENTON 2. SEWER SYSTEM A. CITY OF RENTON 3. STORM DRAINAGE SYSTEM A. DESIGN CRITERIA: CITY OF RENTON B. DETENTION CRITERIA 2 YR. © 1/2 2 YR; 10 YR. ® 10 YR; 100 YR. ® 100 YR. C. WATER QUALITY DESIGN STORM: 6 MONTH ry zT - SriS .FS ;` w "-�, t_ /� % � n tiD �j 1�I e ✓ % tT�Y,'_� - "o �8TH# P c7 Ei SKI 3� I ST f r i a _Si $ ' S L29THl, 5i29iN 5T �; T sT i / •Fi` d �'9;. !� i . "4 •_I3c�M0 F. , - _ cT I _,�' ST Or 1 1F.. _ . r.�;•-:.-�+.- --}._. • i.�_a_. .� -,off -a`tq t .7j� 'i I43RD rF . "`t T T Slddi a i r� 1 EARL S441,f � �Tl1iY �sk r 71,1`� �. L--AENTON -- � s liar; z �_cre I � � �• ` _ '`+ _ ice_ _t- 160rd STi y52 � �Fi-Y r �t 1nr I r ST tao j t IT ra sx ar>+ PCs �WIIA; PINY � 5k T+f • :TSAR +NAi:f y�!•,cS ST ST i - x , F) T E '� ST__ y GR I iI . l i NTi.1 N � ..._...` H lNh 1 r 11 -f�AK VICINITY MAP_ SCALE 2000 0 1000 2000 4000 mmmmi ( FEET ) w OTHER Engineer. Owner/Developer: U I ) DRAWINGS PRODUCED IN: AUTOCAD REL. 14 W&H PACIFIC SID ELAND DISTRIBUTION FACILITIES SOFTDESK VER. 8.1 3025 112TH AVE. N.E. JACK BENNETT, INC. P.O. Box C-97304 927 NORTH NORTHLAKE WAY, SUITE 100 EXISTING ZONING: IM, MEDIUM INDUSTRIAL BELLEVUE, WA 98009-9304 SCOTT A. SHERROW P.E. (Engineer) SEATTLE, WA 98103 ATTN. JACK BENNETT o TOTAL SITE AREA: 10.83 AC. ON -SITE PHONE: 827-0220 PHONE. (206) 632-6070 0 0.55 AC. OFF -SITE n 3025-112th Avenue N.E. P.O. Box C-97304 Bellevue, WA 98009-9304 Phone: (425) 827-0220 Fax: (425) 822-5341 Planning * Engineering * Surveying Landscape Architecture * Environmental Services DRAWN BY: MDC co CHECKED BY: I APPROVED BY: i DRAWING FILE NAME: U LSEPCS07. D WG Q SHEET 0 C 1 Li Q J �. AT iI IOTnTC. II CAI '!1 .00'I10. GO. C. F R-_ 6 6 7 o w4 6% A WATER VALVE CHANASER E 2Ar_3S ATI ND vi If _6C)' NON BUiLDA5LE ERC`t ACCESS D cn , C. 10, 91 1 020705 JOE R N A L0 TRO SW __._2' MZ ZER EASE R a 6 C) 5 0 8 4 E < r A c I C) B ao 0 0, 00\11 R _,ill 73 L 7 Z N I CABL I E EASEMENT E r WN,:; C E N'T E R OF ,q' SIDE' EASEMENT LIES; )UE TO �-_C)NGESTION) 1 10 2 9081, 5 Q) tLROAIra SpUR EASE"ENT'--- Li 0 z <lA ct� z (TC)M.CJ_ LlNE—__ 29 L 36 Rz 238zgg 14, SPRINT LINE (TC) SECTION' 6, T.25N., R.5E., W.M.0 rn (jV_ . ........ 3RD ST __ w 00 Z/ 4- —.SE,&,ER EASEMIEFAT REC. + zz NO, 9riC p06BLE CHECK . . . . . . . . . . . _c. SCALE 40 0 20 40 80 FEET 1 INCH = 40 FT FOR DETAIL SEE SHEET C3 PARCEL 1 PROPOSED PROPERTY LINE E G Al-D-E-5- _C R I _PT 10 N TH,h',' PORTION Of NORTI,'WEST QUARTER AND GOVERNMENT LOT ' I ' .SEC RANGE A FAST, WTLLAME`TTE MERIDIAN, IN TOWNSHIP '23 NORTH, , I, AND THE SOUT14v;-_-,:,,r QUAR,PER AND GOVERN'MEN' ILOT CCUNTY, wAS,4INGTON, LAyL�:-�,TZ MER'10 6, SECTIOU 13, T0WVsHIP 23 NORTH� R�ANGE 4 EAST, WIL ,AN, IN KING COUNTY, WASHINGTON, MvRE PARTICUI-ABLY DESCRIBED AS FOLLOWS: COM-MFi4CING AT .THE QUARTER CORNER BETWEEN SECTIONS 13 AND 24, IN SAID TOWNSHIF AND RANGE, ALONG THE NORTH LINE OF SAID THENCE NORTH 87-264$" WEST, WESTERLY MARGIN -of COUNTY fjQtZ,I,HWEST QUARTER 1214.00 FEETA TO THE NOW KNOWN AS STEEL ROAD NO, 3, CHARLES MONSTER ROAD SOUTHWEST AND ROAD; MA, 41 EAST, ALONG SAID WESTERily RGIN 85.34 ViENCE SOUTH 32o2915'', FEET To APOINT OF TANGENT CURVATURE CONCAVE TO THE SOUThWEST FEET, TFENCE SOUTHEASTERLY ALONG SAID RAVING A RADIQS OF 256,48 j%Q,41571f, AN ARC LENGTH OF' 139-14 FEET CURVE THROUGH AN ARC OF 3 To A POINT WHICH IS 30 FEET WESTERLY, PERPENDICULAR TO.SAID CENTER)UNt OF STEf:L HILL ROXi; A D WESTERLY YARGIA 26"o Th?NCE SOUTh 01'24*51" EAST— LONG SAI FEET: THESCE SOUTS 88*)5'09" wEsT 436.55 FEE'17'; I,H�ct SOuTh WEST 1151,01 FEET; THENCE SOS H WZ5T 95-47 FEET; TH NCE S,01U'TH 88,37,114 WEST FEET; FEET TO THE POINT OF BEGIN- T*riiNCF NORTH 01'22'43" WEST 372-_.-�O ff T li Z.N1 C E souTH 86003,0911 WEST 380.28 FEET; T4NCZ SOUTH 54028tio" WEST 372.95 FEET TO THE EASTERLY e4kRGIN OF ThE CHICAQO MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY RIGHT-OF-WAY; SAID EAST4RLY MARGIN THENCE NORTH 280!1'32" WEST ALONG FEE - THEN�E ON A CURVE Til-j THE RIGhT 'HAVING A RADIUS OF 411.73 FEET AND ky_ONG SAID �,STERLY 14ARGIN 57-49 FEET; THENCE S-e.,RTH WEST ALONG SAID EASTERLY MARGIN 156.01 FEET; ThENCE ON A CURVE TO TH r RTGHT 14AVING A RADIU$ OF 52*3-6a FEET AND - A�,ONG SAID EASTERLY MARGIN 419.12 FEET TO A POINT ON A NON- "I'ANGEN'T ;-',JRVE HAVING A RADIUS OF 667,96 FEEA", THE RADIUS POINT OF WHICH bFARS NORTH 06-57'18- WEST,' -,HENCE EAS'T:"RLY ALCNG SAID CURVE 102.86 rEET; THENCE ��'ORTH 83041,102" LAST 60-83 FEET; THENCE NORTH 7401,3*19" ZAS- 47.60 FEET TO A POINT ON VHE SOUTHER- Ly MARG111 OF CHARLES MONSTER COUNTY ROAD SOUTHWEST, SAID P v 0i'4111 BEING ON A CURVE HAVING A RADIUS OF 238-99 FEET, THE RADIUS _rOINT OF WHT Ch Bj�ARS NORTH 17919,041, EAST; ' a l'HZNCE EASTERLY ALONG SAID CURVE AND SOUTHERLY MARGIN 80-36 FEET; THENCE NOPTH 88003w09" EAST ALONG SAID SOUTHERLY MARGIN 470.93 FSET; THENCE SOUTH 01056k"'l EAST ALONG SAID SOUTHERLY MARGIN 10-00 FEET; -HENCE NORTH 98'03'09" EAST ALONC SAID SOUTHERLY MARGIN 26-53 FEET TO A POINT WHICH BEARS NORTH 01-22'43" WEST FROM l-HE POINT OF BEGINNING; THLNCE SOUTH 01,2214311 EAST 5z5.00 FEET TO Th-E POINT OF BEGIN- N i'Nt G . (ALSO KNOWN AS PARCEL 2 OF UNRECORDED SURVEY REVISED MARCH 22, !993 AND REVISED OCTOBER 18, 19SO) 2 1 3 1 4 1 5 1 6 1 7 PARKING ANALYSIS ON —SITE OFF— Sl TE EXISTING PARKING 131 20 PROPOSED PARKING 173 0 REQUIRED PARKING 140 AL TA SURVEY PREPARED BY BUSH, ROED & HITCHINGS, INC. DATED; MAY 1992 L Li Q Lli C) CL co CL < INC rlK C) 0. X Ll I ui C) Lu ca Z 32 UJ am F 0 Z CN C) COLLJ li W co O V_ 01:� Cn co 04 000 .a a 11 OD LO O x w coo) co C) "D SHEET n �I--�g- ��v Li C2 8 < __j O� CL m m CI Ld > y 0 0 cr_ Li a- r a_ < z 0 Lli 3 Q) Q m m LLj m LL) z > 3: <o SECTION 24t T.23N., R. 4E., W.M. UNDER CONST. E D t. ?rl EN T {V,� �TES, RD. S. W.)) .... _-____._._ ____•_________.------_ .. t S, 143RD 2" BRASS D'SK WITH PUNCH ` - - F 19 - r CB TYPE 1 UNDER CONST' j CB, TYPE 4 GR 2.3:25 :3 r ' EDGE � PA 1 t T.-- "_`-18" IRON E 20,53 \ -..__tE,At N, _ _- i NOT ACCESS), $_ IRON W 20, ---- -__ P P p ^��_ _ 2" CONDUIT Lj SIGN: "STD ELAND, INC I 7�, _ k �/ �-1 j" CONDUITmow_.- - _ GENERAL OFFICES",, ! \ 11 14 _ a J' __ - 1 i X . SIGN SEA 7=TT_F �t PIPE EDGE`�---- - t { i i _ _ a ENE ... '_ ,; (22.45) ,, � �, i t'-, v _ 'Jr El 7 24.05 E / ;� 1E 15.70 8 E 8 14 3 I ' 60.47 F 8" , Sp C8, T YP'E 2 GR 20.95 15" ADS W 14.83 18" ADS S 14.87 c ti Z Q A ry _ U) z 0 z 0 U W I � j t 2 0 ® 2.1i'! �, V)i c: i 17 {i ojj (21.90 g - ---" !GE CB._ i_ 21.85� Nlco NO C ! rn 00T- I RR?GA T10N --- ' 0) CONTROL VALVES - E 16 ? (i -- - rJ /� 43 I /-PROPOSED - SID ELAND, INC. 595 MONSTER RD. STUCCO BLDG FINISH FLOOR = 23.45' 10 7 l 24.5t 9 _T_. (23.20j 9' I RRI GA TI01v' 1 I n co CONTROL VALVE 7 `_. `- 19 �o - �- 4; r i %L it 1 j 3 N88.0228" E S� 1t4c 'Gp rS 8 SE f _-T I O'R 8" N 4 t }} a ii (A 23.80 L I SS AXH, RIM 23.85 t / ! _ _.. _. f,4-, � 3 4N � C)0 �1 C:... t ON <3 c 18 =>0 I Rt_TAINING MALL AROt�N / G 1 iii ifi -- Z_ n I +_Ic?`tr1✓ Cf`E -�II '.4L WASTE TE t T1Nf S /F. I I 15' _ t _' 1 _ �. SO,4 H, R04 2 4. 22 d it 78' ADS N--.5 1 3.8 I i f y i i I t I _ 30' INGRESS, EGRESS EASEMENT PARCEL 1& 2 3 "H f , Ec_ AIR C ONDI TI C)NI NG UNIT (TY:.) j s it lit f AVE V LI ; 1 I 26 - i t � I SCALE 20 0 70 20 40 CE, T 'YF'E y- I ( FEET ) RII" L4.37 1 INCH = 20 FT 18'" .A D S W 14,08 18" ADS N 13.; `- 8" PVC NW 155.62 i 2 I 3 1 4 2' COMPACTED DEPTH �� r 1 1/2" COMPACTED DEPTH CLASS B ASPHALT CONCRETE \ \ TOP COURSE ASPHALT CONCRETE NEAT LINE °o° p°°°°•°°L°o •o o •0 0 •a °o C}, ° .8 oov°°•y°°°°. OF SUBGRADE O O 0 0 O 0� O 0 00 0 0 O o 0 0 o °00 UPPER FOOT OF SUBGRADE 6' COMPACTED DEPTH CRUSHED TO BE COMPACTED TO 959° SURFACING TOP COURSE OF MAXIMUM DENSITY PER ASPHALT CONCRETE ASTM D 1557 PAVEMENT SECTION SCALE: 1 "= NONE MIN. 4' ACDUAI T /`/Mj/`DCTC (2 LIFTS) EXISTING ASPHALT CONCRETE (GREATER THAN 3' 7H/CK) 6' MIN. CRUSHED SURFACING TOP C GRAVEL BASE MAY BE REQUIRED DEPENDING ON SOIL CONDI77ONS 95% MINIMUM RNAL JOINT MUST BE SAW -CUT 1-112MIN. GRIND EX/S77NG ASPHAL T COMPACTED CRUSHED ROCK BACKRLL 1. SEE SEC77ONS 7-18 AND 2-09 FOR PATCH/NG AND BACKRLLING SPECY 7CA TONS. 2. ALL 7RENCHES IN ROADWA Y AREAS SHALL BE BACKRLLED AND PA TCHED WITH TEMPORARY ASPHAL T A T THE END OF EACH WORK DA Y, UNLESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE CITY ENGINEER AND 7RAfT7C ENGINEER. J. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANEN7ZY PATCHED WITHIN (2) WEEKS OF COMPLC-77ON OF WORK W 7HIN THE ROAD WA Y AREA. 4. SAW CUTS ON CONCRETE PAVEMENTS SHALL BE MADE NO MORE THAN ONE-HALF THE DEPTH OF THE EX/S77NG SLAB. 5. COMPACTED GRAVEL BACKRLL CLASS 'B' MAY BE USED UPON APPROVAL OF THE ENGINEER ON TRENCHED OVER 200 FEET IN LENGTH. PAVEMENT PATCH DETAIL SCALE: 1 "= NONE �I 5' 23' ISLAND DETAIL SCALE: 1 "= NONE Wj W S/DEF/LL MATERIAL (SEE NOTE) BEDDING MATERIAL, T?PE 1, RIGID, OR CLASS 4 (1 1/2) CONCRETE WITH CLASS A B FOUNDA 77ON LEVEL DIMENSION CLASS A CLASSB CLASS C CLASS D A 4°MIN 114 /.A 121MAX 4 "MIN, 27' & UNDER 61MIN, OVER 27' I.D. ZERO B 114 0.A 112 0. D. 118 0. D. ZERO C J14 0. D. 112 0. D. 118 0. D. O.D. PIPE BEDDING DETAIL SCALE: 1 "= NONE WIRE ME`'" FI L TER I AL TERNA TE LAID-BACK TRENCH 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3, COMPACT BEDDING MATERIAL TO 959 MAXIMUM DENSITY EXCEPT D/RECTL Y OVER PIP, HAND TAMP ONL Y. 4. MAKE SURFACE OF BEDDING LEVEL, OR SLOPE UP AWAY FROM PIPE. 5. SEE SEC. 61-3.01 FOR 7RENCH fMD1H 'W AND TR£NCHINC OPTIONS THE PIPE ZONE WILL BE THE ACTUAL 7RENCH WIDTH, EXCEPT THAT FOR CLASS A BEDDING, THE MINIMUM CONCRETE WIDTH SHALL BE 1 1/2 /D+18" 6, SEE SEC. 61-2.01 FOR BEDDING GRADA 770N. 7. S/DEFILL MATERIAL SHALL CONFORM TO SEC. 61-6, BACKRL, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1' PER FOOT OF P/PE DIAMETER SHALL NOT BE USED. 4 C3 �- - - H- CONIC.-2411N. 8't FILL ®NOSE 1 OF ISLAND (1lP) �---- 6 FT - �_ DEPTH TO MATCH MAXIMUM BURY BOTTOM OF FILTER FABRIC CURB HEIGHT MATERIAL /N 12 IN. X 8 IN, TRENCH ELEVA TION NOTES: N 1. FENCE SHALL NOT BE INSTALLED ON SLOPES STEEPER THAN 2 1. 2. JOINTS IN FILTER FABRIC SHALL BE OVERLAPPED 6 INCHES AT POST. 3. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO WIRE FENCE. 4. REMOVE SEDIMENT WHEN IT REACHES 1/3 FENCE HEIGHT. 15' CONSTRUCTION NOTES l ] JOIN EXISTING CURB & MATCH GRADE 20 EXISTING CURB TO REMAIN FREMOVE EXISTING CURB & ASPHALT WHERE IT j CONFLICTS WITH PROPOSED IMPROVEMENTS 4❑ SAWCUT EXISTING PAVEMENT & MATCH GRADE 5❑ CONSTRUCT EXTRUDED CONCRETE CURB PER 6 C3 CONSTRUCT ASPHALT PAVING PER 7REMOVE EXISTING ASPHALT PAVING 8� CONNECT TO EXISTING CB, CORE DRILL CONNECTION 9� REMOVE EXISTING STRIPE Fl10 STRIPE PER CITY STD'S. o 5 3 C3 REINFORCED SILT FENCE DETAIL SCALE: 1 "= NONE 11 PROTECT DURING CONSTRUCTION 5 12 SILT FABRIC CONTROL FENCE PER C3 13 CB TYPE 11-4-8 WITH OIL POLU77ON TEE PER STD. PLAN B029, NO ORIFICE REQUIRED 14 EXISTING SIGN TO REMAIN 15 EXISTING TREES TO REMAIN 16 EXISTING HEDGE TO REMAIN 17 TRENCH AND PAVING PER r2j 4 C3 18 HYDROSEED GRADED AREA 19 CONSTRUCT ISLAND PER C3 5" 1 1/2" R-� 1" R 10" EXTRUDED CURB DETAIL SCALE: ' "= NONE 5 C3 5" 6 C3 (') . I 8 c% /\ W rn O '. `[ � r, -9 U I-, > c\j t� to . o; � o; col �. N; A a O Z Z Q Q z o Lj T_ �cl- O W �J �J Q � Q. Lu uJ O Z -.i Lu m _ O O N Q. Z � `7 LLJ w �- Q � O rY Q A J W Q ct O N z O J (1 fY 00 • C) 4 a Q p U r m m 0 0 0 W Q 0 > w � U m m 0 w o > m W Z > Q Of cn 0 00 N SHEET 0 C3 W I- GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING SPECIFICATIONS: A. CITY OF RENTON STANDARD SPECIFICATIONS. B. WSDOT/APWA STANDARDS AND SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION CURRENT EDITION. 2. BEFORE ANY CONSTRUCTION/DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING SHALL BE HELD WITH CITY OF RENTON DEPARTMENT OF PUBLIC WORKS IF REQUIRED. J. A COPY OF THE APPROVED STORMWATER CONSTRUCTION DOCUMENTS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TO THE SATISFACTION OF THE CITY OF RENTON DEPT. OF PUBLIC WORKS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. FOR SITES WHERE GRASS HAS BEEN PLANTED THROUGH HYDROSEEDING, THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS HAS BEEN THOROUGHLY ESTABLISHED, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT. 5. ALL PIPE, MANHOLES, CATCH BASINS, AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO T+-,'AT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THESE REQUIREMENTS FOR "GRAVEL. BACKFILL FOR PIPE BEDDING" THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED, AND COMPACTED TO FORM A DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS B, TYPE 1, OR BETTER. PIPE SHALL NOT BE INSTALLED ON SOD, FROZEN EARTH, LARGE BOULDERS, OR ROCK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 TRAFFIC CONTROL SHALL APPLY. 8. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE CITY OF RENTON RIGHT-OF- WAY. IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. 9. ALL MANHOLE LADDERS SHALL BE FIRMLY ATTACHED AND EXTEND TO THE BOTTOM OF THE STRUCTURE. 10. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN, SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1-800-424-5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 11. THE CONTRACTOR SHALL VERIFY THE LOCATION, WIDTHS, THICKNESS, AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND STRUCTURES THAT ARE TO INTERFACE WITH NEW WORK. IF DISCREPANCIES ARE FOUND THE ENGINEER SHALL BE NOTIFIED. PROVIDE ALL TRIMMING, CUTTING, SAWCUTTING, GRADING, LEVELING, SLOPING, COATING AND OTHER WORK INCLUDING MATERIALS AS NECESSARY, TO CAUSE THE INTERFACE WITH EXISTING WORKS TO BE PROPER, ACCEPTABLE TO THE ENGINEER, AND THE CITY OF RENTON, COMPLETE IN PLACE AND READY TO USE. 12. ALL INLET, MANHOLE, AND CATCH BASIN FRAMES AND GRA "E SHALL NOT BE ADJUSTED TO GRADE UNTIL IMMEDIATELY PRIOR TO POURING OF FINAL PAVING. ALL CATCH BASIN GRATES SHALL BE SET 0.10 FEET BELOW PAVEMENT LEVEL. 13. COMPACTION OF ALL FILL AREAS SHALL BE PER APWA SPECIFICATIONS. FILL SHALL BE PROVIDED IN 6" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 957. OF ITS MAXIMUM RELATIVE DENSITY. ALL BACKFILL MATERIAL INCLUDING BUT NOT LIMITED TO BACKFILL FOR UTILITY TRENCHES SHALL BE PER THE CURRENT EDITION OF THE APWA STANDARD SPECIFICATIONS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE IF THE NATIVE MATERIAL ON SITE MEETS THE BACKFILL REQUIREMENTS. IF THE MATERIAL IS QUESTIONABLE, IT SHALL BE DISPOSED OF AND SUITABLE MATERIAL IMPORTED. 14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE HIS ACTIVITIES WITH LOCAL UTILITY COMPANIES TO INSURE THAT ALL UTILITIES ARE INSTALLED ACCORDING TO THESE PLANS AND THE REQUIREMENTS OF THE INDIVIDUAL UTILITY COMPANIES. 15. ALL CUT AND FILL OPERATIONS IN THE AREA OF THE PROPOSED ROADWAY AND PARKING AREAS SHALL BE INSPECTED BY A GEOTECHNICAL CONSULTANT TO ENSURE AN ADEQUATE BASE IS PROVIDED TO SUPPORT THE PROPOSED UTILITIES AND PROPOSED STREET. �j 0 z Q ry 16. ALL PVC PIPE CONNECTION TO CB OR MH STRUCTURES SHALL BE MADE BY THE USE OF A PVC MANHOLE ADAPTER AS MANUFACTURED BY GPK PRODUCTS OR EQUAL. 17. INSPECTOR MAY REQUIRE FILTER FABRIC INSTALLATION WITH FOOTING DRAINS, RETAINING WALL DRAINS, INTERCEPTOR DRAINS, AND OTHER DRAINS. 18. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 19. ALL STORM DRAINPIPE SHALL BE AS INDICATED ON THE KCRS SECTION 7.03. 20. ALL PAVED AREAS SHALL DRAIN TO CATCH BASINS. 21. ALL CATCH BASINS TO BE TYPE I UNLESS OTHERWISE NOTED. CATCH BASINS WITH A DEPTH OF OVER 5 FEET TO THE FLOW LINE SHALL BE A TYPE 11 (MANHOLE). TYPE II CATCH BASINS EXCEEDING 4 FEET IN DEPTH SHALL HAVE A STANDARD LADDER INSTALLED. 22. THE CONTRACTOR SHALL FURNISH, INSTALL AND OPERATE ALL NECESSARY EQUIPMENT TO KEEP EXCAVATIONS FREE FROM WATER DURING CONSTRUCTION, AND SHALL DEWATER AND DISPOSE OF THE WATER SO AS NOT TO CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY OR NUISANCE TO THE PUBLIC. HE SHALL AT ALL TIMES HAVE AVAILABLE SUFFICIENT PUMPING EQUIPMENT IN GOOD WORK CONDITION FOR ALL EMERGENCIES, INCLUDING POWER OUTAGE, AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKMEN FOR THE OPERATIGiJ OF THE PUMPING EQUIPMENT. 23. NEW CONNECTIONS TO EXISTING MANHOLES OR SEWER LINES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTION IS FINISHED, TESTED, CLEANED, AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. 24. A 5-FOOT MINIMUM HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ALL WATER FACILITIES AND UNDERGROUND POWER AND TELEPHONE FACILITIES, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 25. WHERE INSTRUCTIONS/SPECIFICATION CONFLICT FROM WHAT IS SHO"AIN ON THE DESIGN PLANS AND WHAT IS CALLED OUT WITHIN THE SPECIFICATION REFERENCED THE CONTRACTOR SHALL OBSERVE THE MORE STRINGENT SPECIFICATIONS REQUIREMENTS UNLESS WRITTEN CLARIFICATION IS RECEIVED FROM THE ENGINEER STATING OTHERWISE. 26. ALL OFFSETS TO CB'S AND SANITARY MANHOLES ARE TO THE CENTER OF THE GRATE OR LID. THE CONTRACTOR IS ADVISED TO ESTABLISH A TEMPORARY CURB BASE LINE TO FACILITATE PROPER PLACEMENT OF THE CB, M.H. AND THEIR APPURTENANCE. CARE SHOULD BE TAKEN IN THE PLACEMENT OF THE FLOW CONTROL STRUCTURE TO ENSURE THE PROPER RELATIONSHIP BETWEEN THE CONTROL RISER AND THE CB LID OR GRA TE. 27. P.V.C: SDR 35, ASTM 3034, GASKET JOINT - ALL SIZES, BEDDING, CLASS B, TYPE I OR II EROSION/SEDI MEN TA TION CONTROL PLAN GENERAL CONDITIONS 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LOCAL JURISDICTION AND THE MOST CURRENT EDITION OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. STAKE CLEARING LIMITS. 3. ATTEND A PRECONSTRUCTION MEETING WITH THE PUBLIC AGENCY PRIOR, TO THE START OF CLEARING, GRUBBING AND CONSTRUCTION. 4. USE PUBLIC AGENCY SURVEY DATUM FOR ALL VERTICAL CONTROL. 5. ALL APPROVALS AND PERMITS REVIEWED BY THE PUBLIC AGENCY SHALL BE ON THE JOB SITE DURING THE ENTIRE COURSE OF CONSTRUCTION. 6. THE PUBLIC AGENCY SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF CLEARING AND GRADING ACTIVITIES. 7. THE OWNER AND CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING UNDERGROUND LOCATE AT 1 - 800 - 424 - 5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCA VA TION WORK. 8. INSTALL AND MAINTAIN ALL TEMPORARY SILTATION AND OTHER TEMPORARY EROSION CONTROL MEASURES AS NOTED ON THE PLANS AND AS DIRECTED BY THE PUBLIC AGENCY UNTIL PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL. 9. CLEAR AND GRADE SITE. 10. SEED AND MULCH SITE AS REQUIRED. 11. INSTALL STORM DRAINAGE FACILITIES. 12. CONSTRUCT SITE IMPROVEMENTS INCLUDING PAVING, CURBS, LANDSCAPING 13. FLUSH STORM DRAINAGE SYSTEM. 14. REMOVE TEMPORARY EROSION CONTROL MEASURES.. c Q) �� I � co co b o � > U � � v � cv oW 0 MW�O a c\ m w •� C\� a 0� Z O O Z w O Q z q J �CI_ O � O �.. co O z W cn J Z Q 0 Lu W ui O Z Lu 'h cact N V O a0i uj Q � O Q J W Z _I ^II Z � Q cn ♦� Cs l V ram• rn , h S '• c [ Q N ■�. W •�� Ox ■ 4�� N � :CL OJ�b�s o`` •• W . s e4.' • 411 .. d CL Q Y >= m m C) LLJ LLJ o w _ � v Q z o w � U m m o w m z z? 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LO 3 - S \ - •-' q " { - - ��" o- \ b f �?�/ O � � i I,' ' �� / - i/ ' O O� 6\38 O E �� c� $ PG j7�`+5 �CreS H `� i 26 \ \� \\ n LRuSN v I ��PE' , gti O //' �� tL.� y39.3 413.75 0-1� s9 \ �2 o I \ \ \ c� 1` 5.37 AG. \ iN `r b rL 1 �p 3 N o r 35 \ I \� _ tie \ati x /`a o' �� 4 S M h I pT , ?c \ \ J 2 ti /b C> 86 r. L.88 9 fro?/ \ti5- \A \ v\ 6 `� / i •. `` I .''' tJ 2 \ i ` 6 - /BB9 ,7 ,b so\ 5A � ? 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G / Va`T = t• r� , ANDOVER TR. 2 I �- - _"4ii' - 10 ,8 �\ * d.CTL.24 POR. r _� I � I I 1 LEGEND INDUSTRiAI. t ARK Nn. 2 ATLAS OF SE,ATTL l6 '2s N� -- -�-. _- \ -< DC.T,L.,Z o i s.P. i8-16 55 D. _,T. C, l3 S1 OK I ; COPYRIGHTED 8 PUBLISHED BY -\ t i 'a PARK ao j D.C.tL.iB I I I W 1 my Tax Lot No 0 House Number ® s . 344 (' 7R. 'A' Cou ��E�SE"OTF ltr°' A'•'Y' ' ' ' � ' KROLL MAP COMPANY, INC., SEATTLE °ti` "0 j " Cl 0 - - _ _ - Shp I Plat,, . i f " aw t. Addy 7 a , str c I orn for s 6 Building Private Road 71 - uvdatel,esr e a tly Tt aI Py )h111h",od fo dco t. t R.( oCc00-1 SCALE 1 INCH - 200 FEET (1) Re• � I � - n whole or , van, G transten ,e i.,ito digital or,,, is er,nib fed by la v. i "` , 0D /00 /00 I O Annrnx Stones . z' Short Plat S P 178144 cocv�leht ,aaz K ,,Jl \A t, c.,,nva",,1",. � ,"atl.' . h" 't ne -,g,t> �:; .� ,] SECTION 24, T. 23N. , R. 4E. , W.M. 2' COMPACTED DEPTH r 1 1/2" COMPACTED DEPTH CLASS B ASPHALT CONCRETE \ TOP COURSE ASPHALT CONCRETE 4 ' r) �� '�, 1� - �- _ - 11611 F 1 BRA ._ DISK WITH PUNCH '- • •::•::••:.•:.•:.•: .. .,. .• .• ..• .• •; •. •..• •:. ••..•:. B, TYPE 1 Nam'% _ NEAT LINE pO ° ° °. •°• ° °• ° 8• Ul�il�ER CONST.; ► CB, TzvP}r_ ^_'-----�,OFSUBGRADE o�0000 �� , 0 �0 0000� 0o ° EDGE v VE EIV 18" IRON E 20.53 A ri4 f T - SS MH J _.._ } V_... .,. NOT ACCESSIBLE ._.T8" IRON W 20.51 P - P -- - t P r 2 CONDv1 T ---- - UPPER FOOT OF SUBGRADE 6" COMPACTED DEPTH CRUSHED ' ' `` -- TO BE COMPACTED TO 95% SURFACING TOP COURSE " ELAND INC ' ` - CONDUI T -_ D ` -� �- D '; ---- __�- __ _ y OF MAXIMUM DENSIT;' PER ASPHAL T CONCRETE SIGN: SIA. L�\ Z GENERAL Ly QEr t CES "`� _ _..- - --- - ! --- - �----- _ ASTM D 1557 ` - = -- -------.-_._ _ y GRAVEL BASE MAY BE REQUIRED 2 _ -j 1 ; `� GAS PIPE `�'GN _ - .__ _ ` . _>:, ,� DEPENDING ON SOIL CONDITIONS ...SIGN: "SEA Tr �F �+. PIT'` D� FS'�t S.S� 959 MINIMUM Er°TIER" N F i :, k. - j ! c I ��'15 _. 12 / PAVEMENT SECTION 1 I n SCALE: NONE C 3 T 24.05 f Ef..: r lE 15- 70 8'' E 8 4 3 ( - y 60.47 F 8" + +� . f' ' MIN. 4' ASPHAL T CONCRETE RNAL JOINT MUST /'� }�J -- 0 _. - SD .� �' (2 U�) BE SAW -CUT 2.1 19 ' EXISTING ASPHAL T 1-1/2" MIN. _ t ' "'B. TYPE 2 -- 1'_I 17 _ - - -- I --= CONCRETE � T L -- t { v J I R 2f7.95 Al,, (GREATER THAN 15" ADS 'W 14.83 18" AIDS � 14.87 c B RRIG/i TION CONTROL VALVES SID ELANDS, INC. 595 MONSTER RD. STUCCO BLDG FINISH FLOOR = 23.45' 1RF;IGA ON CONTROL VALVE SS MH, _RIM 23, 85 w 18_4:50 SDkf , RIM 24.22 18' Ales N AIR CONDITI'0N LlG UNIT (TYP.) -- i i i :.t i r t, 8, TYPE- E RIM, 24.37 � 18" AL S W 14.08 18" AD-5N 8"Pl../CNW15.62 2 {" t , ;i 30' INGRESS, EGRESS EASEMENT PARCEL 1 & 2 i 1 ` I GRA I I .. If / I i I B-_ �1 I__2b_ r r- r o - i "I �--PROPOSED 1 f PROPERTY LINE { c f j I o 1 .rl �7 1 1� SS MI 8' SE 8" N ,J' YV'v C,/=% FC NL E ON `f- t: O• tt , E (rAlitl.W O✓A L �tR .fUNI' �'0 rR LIQUID-CHE-ivllty'AL V1'4STL TANKS r' 1 � _F ERS ^d ; 1RFIT CORP. 01 IvI 'NS f ER L?. SCALE 20 0 10 20 40 ( FEET ) 1 INCH = 20 FT 3 4 3" THICK) 6" MIN. CRUSHED SURFACING TOP C GRIND EXISTING ASPHAL T COMPACTED CRUSHED ROCK BACKRLL 1. SEE SECTIONS 7-18 AND 2-09 FOR PATCHING AND BACKRLLING SPECIRCARONS. 2. ALL TRENCHES IN ROAJWA Y AREAS SHALL BE BACKFTLLED AND PA TCHED WITH TEMPORARY ASPHAL T A T THE END OF EACH WORK DA Y, UNLESS PERMISSION IS GRANTED TO DO OTHE?WISE BY THE CITY ENGINEER AND TRAfT7C ENGINEER 3. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTZY PATCHED WITHIN (2) WEEKS OF COMPLE7TON OF WORK WITHIN THE ROADWAY AREA. 4. SAW CUTS ON CONCRETE PAVEMENTS SHALL BE MADE NO MORE THAN ONE-HALF THE DEPTH OF THE EXISTING SLAB. 5. COMPACTED GRAVEL BICKRLL CLASS "B' MAY BE USED UPON APPROVAL OF THE ENGINEER ON TRENCHED OVER 200 FEET IN LENGTH. PAVEMENT PATCH DETAIL 2 SCALE. 1 "= NONE C 3 8, f CONC. FILL ® NOSE ` OF ISLAND (TYP) DEPTH TO MATCH CURB HEIGHT i-I a Ji 5' 23' 15' ISLAND DETAIL 3 SCALE: 1 "= NONE C3 CONSTRUCTION NOTES JOIN EXISTING CIJRB & MATCH GRADE a EXISTING CURB 0 REMAIN REMOVE EXISTING CURB & ASPHALT WHERE IT CONFLICTS WITH PROPOSED IMPROVEMENTS 44 SAWCUT EXISTING' PAVEMENT & MATCH GRADE lilCONSTRUCT EXTI?UDED CONCRETE CURB PER 6 C3 CONSTRUCT ASPHALT PAVING PER 1 7l REMOVE EXISTINO ASPHALT PAVING CONNECT TO EXISTING CB, CORE DRILL CONNECTION 9❑ REMOVE EXISTING STRIPE 10 STRIPE PER CIT1' STD'S. SIDEFILL MA TERIAL (SEE NOTE) BEDDING MATERIAL, TYPE 1, RIGID, OR CLASS 4 (1 1/2) CONCRETE WITH CLASS A B FOUNDA 77ON LEVEL DIMENSION CLASS A CLASS B CLASS C CLASS D A 410 1/4 1.D. 12"MAX 4'MIN, 27 & UNDER 6"MIN, OVER :?7" l.D. ZERO B 1/4 0.A 1/2 O.D. 1/8 O.D. ZERO C 3/4 OD. 1/2 O.D. 1/8 O.D. O.D. PIPE BEDDING DETAIL SCALE: 1 "= NONE WIRE ME.` ' rrAr:+r 41 /1 Tll FIL TER ALTERNATE LAID-BACK TRENCH 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 959 MAXIMUM DENSITY EXCEPT DIRECTL Y OVER PIP, HAND TAMP ONL Y. 4. MAKE SURFACE OF BEDDING LEVEL, OR SLOPE UP AWAY FROM PIPE. 5. SEE SEC. 61-3.01 FOR TRENCH WIDTH 'W AND TRENCHING OPAONS THE PIPE ZONE WILL BE THE ACNAL TRENCH WIDTH, EXCEPT THAT FOR CLASS A BEDDING, THE MINIMUM CONCRETE WIDTH SHALL BE 1 1/2 ID+18" 6. SEE SEC. 61-201 FOR BEDDING GRADATION. 7. SIDERLL MATERIAL SHALL CONFORM TO SEC. 61-6, BACKRLL, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED. 4 C3 24 IN. H_ Ll f - 6 �i BURY BOTTOM OF FILTER FABRIC MAXIMUM MATERIAL IN 12 IN. X 8 IN. TRENCH EL.EVA TION NOTES: 1. FENCE SHALL NOT BE INSTALLED ON SLOPES STEEPER THAN 2 1. 2. JOINTS IN FILTER FABRIC SHALL BE OVERLAPPED 6 INCHES AT POST. 3. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO WIRE FENCE. 4. REMOVE SEDIMENT WHEN IT REACHES 1/3 FENCE HEIGHT. REINFORCED SILT FENCE DETAIL 5 SCALE: 1 "= NONE C 3 11 PROTECT DURING CONSTRUCTION 5 12 SILT FABRIC CONTROL FENCE PER C3 13 CB TYPE 11-48 WITH OIL POLUTION TEE PER STD. PLAN B029, NO ORIFICE REQUIRED 14 EXISTING SIGN TO REMAIN 15 EXISTING TREES TO REMAIN 16 EXISTING HEDGE TO REMAIN 17 TRENCH AND PAVING PER 2 4 C3 18 HYDROSEED GRADED AREA 19 CONSTRUCT ISLAND PER `3 C3 LUA • 9a-lob. Seq. 5 C� 1" R 5" 1 1/2" R 10" EXTRUDED CURB DETAIL SCALE: 1 "= NONE ECF 5" 6 C3 o Z CL Q x ul Woui Z -•1 m �4 �2 W 0 cr V 0 O N Z O LIJ r- D O ) . 4� ?l m • Cs ♦ ■ . 3 � � EW"' a ■ � Lu Lu ♦ OJS �g • Q4o. co rn N U SHEET ►� C 3 w .�� g ¢ a a 0 Y U m m 0 o 0 w w Q z p > w � U m m o w �- o Lli m ui z Q � o