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Home My WebLink AboutR-402705N O I 0 W O J z_ rr n 0 Q 0 ►i L;j Z J SS SS SS — SD — so _� SD 0 DD TPN J340404785 A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON STORM MANHOLE TYPE II RIM=20.31 ss IE=14.71, 12"CMP(E) s i ss I IE=14.52, 12 "CMP(N) s IE=14.66, 12 "CMP(W) I I ss i ss I LADDER SOUTH I ss so STORM CATCH BASIN TYPE 11 I RIM=18.98 I I I I IE=14.98, 12"CMP(W) I E=15.18, 12 "CMP(E) I I — o I /ss Aso' SS _ SS So / SS SD J I _ � SS � SD / SS � SD ss so o SS so — I SS / SS SD � SD ' �1 I ss so 2p I I STORM CATCH BASIN SS ss cn 'Z6 V) TYPE I I SS / SD _ - __ I RIM=19.86 ss SS ' so _--so p I I IE=15.56, 12 "CMP(W) SS � so 0 o IE=15.66, 12 "CPP(E) so x 2 ` s ' so I „ L ' J ' ' SS � SD ��p' ' -� I ss so � ��— �� \ — T _ _ \ 113 9 iss �� PLA) SD / / �_�� — SS ' SS (150.00 so ----So / --x \ 15' - SD SS ' /SS SD —SD ass / so —so 15pp5' / --�— --22--' /SS /SS —sD N,,02,26„E __,---___ 'SS —SD � 2p. / _-- _-- SS So � SD -SS SD —so II I I 6X6" H�W+Rv —� y_ J CD \ 1x2° � \ I \\ \ \ ILn I I J ► �/ // / x2g� 9 x2g5 / I I \\\ \I \ II I II Cn o N CL I � 2g� I I �z I I I x2a• I 6 x \I �X3 ALIDE� i II I�p`l TPN 3340404805 I \ o- �' I -------x�//I / \� I N I I 1 1 1 1 \X \\ \\ \ \ x2g9 — x2y / I I I I _ _ _ _ J o I I I I \ \ \ \29 x 29_ — — — _ — 29 CONCRETE / I I I \� \ ----28 —------- RET. WALL_ I I \ � � _ I 5 I � T I I N LO Nlx�gP I I I I _ --------26'' x� _ _ _ / _ _ _ \I z i I I i I I ------ _25 X,��?- -------- —24\\ I I I � I I III � // / __— -�e'0� I---23—_ \ � I I I I I III �.�x I x2� / / / -- �� II \ I - TIN x _ 2 -/ / \ I II \ 1I Nx III I I — I x'° 1 1 PROPOSED ROW _ \ 201� g1 TPN 3340404705 I I I I I IE=15.66, 12 CMP(S) APPROX. LOCATION OF RECORD STRUCTURE NOT LOCATED FOR THIS SURVEY I � I 0 N 0 0 LEGEND PROPOSED FEATURES - CATCH BASIN PROTECTION SILT FENCE/LIMITS OF CONSTRUCTION - COORDINATE WITH ON -SITE CONSTRUCITON DEMOLITION ------ SAWCUT LINE X REMOVE FEATURE AS NOTED ASPHALT GRIND GENERAL NOTES 1. SEE SHEET CO.1 FOR TOPOGRAPHIC SURVEY INFORMATION. 2. SEE SHEET C1.2 FOR STANDARD DEMOLITION AND TESC NOTES. 3. STOCKPILES SHALL BE LOCATED AS NECESSARY. CONTRACTOR TO PROVIDE PROTECTIVE SHEETING AT ALL TEMPORARY MATERIAL STOCKPILE LOCATIONS TO PREVENT SEDIMENT FROM ENTERING EXISTING STORM WATER SYSTEM. PLASTIC COVERING SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLAN 213.30, SEE DETAIL 02/C1.3. 4. CONTRACTOR TO PROTECT EXISTING FEATURES BEYOND THE LIMITS OF WORK. 5. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY PROJECT ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES AFFECTING THE NEW CONSTRUCTION. 6. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF THE DAY, OR MORE FREQUENTLY DURING WET WEATHER, IF NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR PICKUP SWEEPING AND SHALL BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. STREET WASHING WILL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. STREET WASH WASTEWATER SHALL BE CONTROLLED BY PUMPING BACK ONSITE, OR OTHERWISE BE PREVENTED FROM DISCHARGING INTO DRAINAGE SYSTEMS TRIBUTARY TO SURFACE WATERS. KEY NOTES PROTECT FEATURE AS NOTED. 2� DEMOLISH FEATURE AS NOTED. DISPOSE OF AT AN APPROVED OFF -SITE FACILITY. 3� INSTALL CATCH BASIN PROTECTION IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 216.30, SEE DETAIL 04/C1.3. CONSTRUCTION ENTRANCE TO BE INSTALLED PER CITY OF RENTON I STANDARD PLAN 215.10, SEE DETAIL 01/C1.3. COORDINATE WITH ON -SITE 9 g1 I CONSTRUCTION. =STORM CATCH BASIN 5� CONTRACTOR SHALL EMPLOY SILT FENCING PER CITY OF RENTON RIM=19.67 STANDARD PLAN 214.00, SEE DETAIL 03/C1.3, OR OTHER MEANS OF IE=16.32, 24"CMP N r-20" EROSION AND SEDIMENT CONTROL BMPS AS NECESSARY TO PREVENT IE=16.52, 8"CPP, S SEDIMENTATION DOWNSTREAM OF PROJECT SITE. x TO / SWEEP ADJACENT PAVEMENT ROADS AS NECESSARY TO PREVENT ECOLOGY x195rk 1g65 20� o TRACKING TO PUBLIC ROADS. 6 \ BLOCK 19. —_OH?" CD 7� SALVAGE EXITING MAILBOX. RELOCATE TO LOCATION BEHIND PROPOSED I I I I 5p � � I 5� � � � / / / I�ag• \ � 1 II � 1 FIRE c� —x - — — — — — x2 �Ox� 5 4.5 DEDICATION TO ' 20 HYDRANT 1g5� OVA? N: o MAC N� CURB. SEE DETAIL 02/C2.5. i I I I x25. 5 I — — — / / / CITY OF RENTON \ J. _ —21- _ _ _ fly' I �� x - HP" x 195p N: 174051.16 � TEMPORARY CONSTRUCTION ACCESS LOCATION FOR ON AND OFF -SITE E.1295963.40 �� IMPROVEMENTS. COORDINATE WITH ON SITE. ELEV. 19.80 \ I _ — — — — — — — — -22— — — — -x 22'_ — — , I / \ \I o / 6� 55 � THE TOP 2" OF EXISTING ASPHALT SURFACE SHALL BE PLANED ALONG I- I �9 THE PROJECT FRONTAGE, FROM THE PROPOSED SAWCUT LINE TO THE CENTERLINE OF THE ROAD IN PREPARATION OF ASPHALT OVERLAY. 2p 2\ \ I EXISTING ROWIv�ILBOX � Ix I ' � I JJ -/ C T -- CD �` ► I — '_ _ ' ` \ 50.p0' PLAT) -0 � tYj' - - / _213- _ 2 ECOLOGY 1 OVER HEAD POLE oHP_— y�[��f��/ 2 BLOCK _oHP- x� — 2 I 1 _ MAILBOX / ASPHALT \ �t /14 / �t //////////////////////////////////////// //////////////�� — _ — — — — — — — PAVEMENT �Q �� }<�1 �i/i///////////////////////////////////////////// o — — 50 5!� ////////////////////////////////////////////////// / 2 //1/'`�/SW 12TH STREET 2p�� 2 ROCKERY �� { ��i�i�/////// i/••ll/i///////////////////////////////� SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL ■ SURVEYING 4815 CENTER STREET TACOMA, WA. 98409 PHONE: (253) 474-9449 FAX: (253) 474-0153 http://www.sittshill.com/ Project No.: 17668 Project Mgr.: KH Proj. Engineer: MBK Proj. Drafter: JMW CENTERLINE R-402705 OVER HEAD POLE // 5 %/" ii��/,/, 'otip PROPOSED SAWCUT 1g59 / 6� IN COMPLIANCE WITH CITY OF RENTON STANDARDS _ MAILBOX /�/�/////////////////////////////////////////////////////// LINE - 11' FROM 60 g. -OHp-- 1c s�1�/ /////////////////////////////////////////////////// 54b• , `\ CENTERLINE 6� X�9 o 1 // �(l��Y_ L //" /iiiiiiiiiii� �iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii/ice -1 oyF _ DEVELOPMENT ENGINEERING SURFACE WATER UTILITY + ¢ a', { 546.10 R �c gip 5 r N_�` ( 3 x� 9� bbannwarth 11/13/2018 rstraka 11/13/2018 _-w-o /1st /�'////// //////////,/////////////////////////////� 6 �0 \ oo y= 9 g ( >\ NORTH $ X�gw--_w x V / 2c „ HORIZONTAL SCALE: 1 =10 ''� TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (PUBLIC) SCALE:1"=10' X "\g SURVEYED: SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 5 11 I 56 5 2 2 O I • Call 811 • ® two business days before you dig NO. REVISION DESIGNED: DRAWN; KH JMW CHECKED: MBK BY DATE AP P R APPROVED: KH ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 10 0 10 20 C1 TY OF RENTON Planning/Building/Public Works Dept. WSADA PARKING LOT TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (PUBLIC) DATE: PAGE: DRAWING NO: C1.1 SHEET: OF: 25 u 0 O I OD O J 0 z o� a 0 Q W