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HomeMy WebLinkAboutR-422931rn N 0 w L; i Q Z N:174 324.75 E:1,297,351.85 N:174 318.59 E:1,297,307.66 CATCH BASIN N:174,312.65 E:1, 297, 308.49 N:174,318.13_ E:1,297,347.82 N:174 303.76 E:1,297,352.31 A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON RIM=22.06 N a GLIVIUKY LINK WtSI IE=19.91, 8 D.I. N 202 s 1•� sD �'� .Q -2`�Ps IE=16.44, 6"PVC E x IE=16.36, 6"PVC W AS HALT n o_ GAS As - HP "NO PARKING" a _ w "` GAS 1 S o -23- sD. .° :• '°.. _ _ 2T���o ��� _ - _ -�-� - oHP- E „NO PARKING" �' a __w o S■"" /- ,.:or.. a. K FENC SD •i _ _ - w ss � si' ����� CHAINLIN - - a� X - I "NO PARKING" 5 g gP - gP SD _ _ _ w _ - 2 - - - FFpICE �•'G�„ , / • I - STORM VAULT W/OIL WATER SEPARATOR �- - w - - - -� 2 a°. " " / / / TtON �QX 1 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS I gP P a _ _ _ _ - - - 22 - - - ss /,. (T9•.... ..... E ° • D w 7 i o -� RIM=24.08 = ' '- ASPHALT -i _ TEt :.. gP _�• so ss w tip: _�..; :. TOP OF BAFFLE=21.78 _ - ; n / / / T -.tE> •,.,.. TOP OF VERT. TEE=21.55, ,..,: `'r ,.. i o ! � : _/ / / / ::• TELL "•::•...;....:� II U - „ DOMESTIC ! .<>.:.••:,- . 8 . '/ ,• : - - T:::r;� �• BOTT. OF VERT. TEE-18.58, 12 PVC W .. .. sD ti E TOP OF PIPE=20.9f, 12"PVC E, ss 22 OVERHEAD ... ... :.. . ..._nHP;...: � ...,..:.:.:: •.: _ :' . , X.. . T L PHON LINE � s :. .. .' .. :, ., ,. , .:. •.. ... . `': � UNABLE TO MEASURE IE 2 PO- - I ,YE 5I ARK G J 7 1 TELEPHONE LINE ' Q J WATER L VEL -19.98 T E z L 1• � E s 1 1 4 BOTT. OF STRUCT.-17.53 1 ,� Q S '`s t ING N EXIST �r.�: � L I � 4 E o - S z �- s r ASPHA L E C� 2 1 TE 6 L 1• E 2• � LT Q ti 2 � Q � - X . ? L TE r L E 2 ,. i IVEWAY .I: 2 , I I 8 0 N 1 TPN 3340402755 o ti• s - a. PATH AND A L 1 o G i 0 x 6 1• DOMESTIC I :�� �:�...•. AZUL PROPERTIES LLC s STAIRS P / isG ti.. 2 GRAVEL 2 TEL 2 - 2 2• - T h VyATEf�� v, T - N I S G A N 3 - / ti I 5 �' TR El< 2 i I 1'� z �:. ti• .1 OVERHEAD ti � D 2 .,y 1 r 2 X I E 1 2 POWER 7 -- .TPN 3340402780 - 3: 'J 6 ,I 1 ti BALI LESTRASSE 9 \ :'•�': I s' ti ....:..... / ROY REX+GLORIA t.: I x 3• 3 ti 2. X 9 p 5 2 I 4 RETAINI�G� ,A�' 'j•li. 1 / -- OVERHEAD- OVERHEADwuuD . .. . I ti 2 POWER I -� ••..•HUB&TACK. , X �� . STAIRS POWER 2 rt. 2 FENCE JU N NC 10 SIT IBM 2 E 7 4 HALT a BO X ' N: 174298.48 �• 1 ti E . . 1297526.35 1 I. EXISTI G i Q a,: eSi���# LEV.• 22.38 0 BUILD NG • BASI 2 - 3 I I l.' W. I a o. OVERHEAD' I I - R• RES DENIIAL „ =ti TED • 2 I '1a... ON OVERHEAD 5&12 EDAR a '..7.,.....:::: C' NTANE:..; : 2ti: :: ..•' : <.. ' VA E POWER 2 C STRUC E _ f ; : °.::.�4.. 0 1• ...•.. OF R POWER , I J x 19 Q YARD DRAIN _ _ 2 'X 5 8 PER CITY 64 68 CE # 3 - / DINAN 15031 2 TREE 1 WALLS _ ::..:;:.: _ E R N0 199 707 STORM CATCH BASIN 2 2X3' MAPLE I'.. '.. NCRETE - I. ., gt..T1RAf . TAINER - R C' TYPE 1 - i. OVA H © 1 - CON 2�4STWRS TO ' RIM= 23.55 I 2. WOOD BRICK _ EXI TING p• }. s .; .:'' ';. ': ;; ;:b l I 2 ���AIRS' - - 2 II FENCE BAEMENT BU DING 2 0 ALE �R14�RTh1 PATH AN N� II'�1&�E 2 `,•.�,�-,'f: „': 2So¢ 111M'Cl ( I CONCRETE 1 3K 2 +: /'`:: o ^�/.: l STAIRS TO S�AIRS � \ :;r.: ..: � �• . .::.:. tit 2X6" U &TAC CE �/ 2 .:"'• � /_/_ /sd : 10' BAY I i 16 I ICISTAIRS � 1 /� N ;; . HOSE 2 , y 2 T TBM # �3' OD FEN / . / ' BIB = 12.3E N,297,241.49 NBEE 2 2 TIRE- 174259.0 °/ ° ¢ I°l T ' :. I E.1,297,347.49 f •.::.:.: ;:,.,•.''�'" � / f� FORCEMAIN E ��� ?3.g6 9 AE • ; GRAVEL TREE E. 297432.17• f•/ 2 �Py 2 EL V. 21. / 2 ,� - - - TORM DRAIN �. Y TPN 33410402935 16 I9:�22,, -WATEi 2 AER/, ( x tip' ? BALLESTRASSE 3 "23 t ° ° POWERDVERHE- STORM I I :' z ROY+REi+GLORIA EMPT�. CONDO 2 2 TRtE \ \ ` ' Sd �' - - - - PQQ DRAIN 2X1&4 TREE TREE y�° � o I� I � X2� 2 •/ ,. �1 P E 2 X_ I I� f•, m o ' - 3X5" MAPLE TREE �Q 8 5 342a I e 2 �� I / ti1 CON TA 2 i ASPHALT I X f I I N:174,215.52 I i 2 ��,. 9„ 2 3» % I r 23 8ASEMLN I 16. Eo.1,297,346.864.04 CATC � TREE I /11 2 �11 / 2 SHED RETAINING TPN 334040 925 1 o �o� _.BA x 1I � TREE 2/ WALLS I I BALLESTRASS REX I y ,� E I b� I y / _\ 0 5� I I (\ CURB 2 z \ / \ �i 22 WOOD STORM CATCH BAS I I I I CONCRETE 1 -22.5 CTA, ASPH I TYPE I I ti �ti6 STAIRS TO I EXCEPTION ZORM DRAIN 2 � I RIM=23.66 N:174,207.95 Iti' ti 2 FEN -BASEMENT PER REC. # 542-, , IE=19.65, 12"CE:1,297,354.07 / I i I ACCESS T SjDEN I kB _CONrR�7 IE=19.76, 12"CPP E w / 11 i I \ �titi� ONCRETE BALW CTUII 1 2 5 I RE IG RESIDENTIAL ' 2 PATH f�ND IE=19.76, 12 CPP S r, 2 STRUCTURE I STAIRS I 35 I I IE=20.38, 6"PVC W zo I I I WA i, 1 QQ � YARDF2?, SY�RS 2 STARS AND y�� 1 I 3 L I TREli i DRAIN- >-- sDI 11 i I I I EXISTING 2 0 STORM CATCH BASIN BUILDING /�R�E��ERH 1 � x 22 �/ N TREE ' TYPE 1 ASPHAL I g `� I I POD // 7&8" OAK " RIM=22.55 55I _ - I Ir 28 6"PVC W L- I 22.0'' I IE=20.02, 12"CPP N ti 13 ❑9 II i 1 � E Cl PIP o I I 2 EXI ASP C 2 CURBS- w w 1 E IN 1,10 N HALT _ w _w 1119) TELEPHONE ' RISER VHOI F � ©® OVERHEAD 2 X� LV POWER POL 1 LLV 6 i i e �• x ti � 0 PARKING O' o O .013 �ti TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (PRIVATE) SCALE: 1 "=20' • Call 811 • m two business days before you dig NO. REVISION SURVEYED: DESIGNED: DKM/RJJ DRAWN: KLK/DKM CHECKED: DCD BY DATE AP P R APPROVED: DCD SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CONSTRUCTION RECORD DRAWING PROJECT WAS COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS. ELEVATION DEVIATIONS, WHERE APPLICABLE, ARE DENOTED WITH PLAN CALLOUT UPDATES, AND A STRIKEOUT THROUGH THE ORIGINAL ELEVATION. UTILITY AS -BUILT INFORMATION OBTAINED BY MCKEE ENTERPRISES AND VERIFIED BY SITTS & HILL ENGINEERS, INC. NORTH HORIZONTAL SCALE: 1"=20' 20 0 20 40 C TY OF RENTON Plan ning/Building/Public Works Dept. LEGEND PROPOSED FEATURES - CATCH BASIN PROTECTION SILT FENCE DEMOLITION - - - - - STOCKPILE AREA - - - - - - SAWCUT LINE GENERAL NOTES 1. SEE APPLICABLE TEMPORARY EROSION AND SEDIMENT CONTROL NOTES ON C1.2C 2. THE MAJORITY OF SITE DEMOLITION ACTIVITIES IDENTIFIED ON THIS PLAN HAVE ALREADY BEEN COMPLETED BY THE PREVIOUS PROPERTY OWNER. CONTRACTOR SHALL VERIFY COMPLETE REMOVAL OF FEATURES INDICATED ON THIS PLAN FOR DEMOLITION. IF FEATURES IDENTIFIED FOR DEMOLITION REMAIN IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO FULLY REMOVE THEM. 3. MATERIAL REMOVED FROM SITE TO BE DISPOSED OF AT AN APPROVED, OFF -SITE LOCATION 4. HOMEOWNER/LAND OWNER TO COORDINATE WITH PURVEYOR OF UTILITIES BEFORE ANY DEMOLITION 5. HOME OWNER/LAND OWNER TO SHUT OFF AND REPAIR ANY UTILITIES DAMAGED ON SITE THAT ARE NOT MARKED FOR REMOVAL 6. PROTECT ALL ON -SITE MONUMENTS OR FEATURES USED FOR SURVEY PURPOSES 7. WATER UTILITY SEVERANCES TO BE PERFORMED BY CITY OF RENTON KEY NOTES PROTECT FEATURE AS NOTED REMOVE FEATURE AS NOTED D� INSTALL SILT FENCE PER STANDARD PLAN 214.00/C1.3C INSTALL CATCH BASIN PROTECTION PER STANDARD PLAN 216.30/C1.3C :� SAWCUT TO FULL DEPTH OF ASPHALT PAVEMENT/CONCRETE SUGGESTED MATERIAL STOCKPILE LOCATION. STOCKPILE MAY BE LOCATED ELSEWHERE AS APPROVED BY OWNER. PROVIDE PLASTIC COVERING AT TEMPORARY STOCKPILE LOCATIONS AS PER DETAIL 100/C1.3 P� CAP EXISTING PIPE AS NOTED EXISTING 3/" WATER SERVICES TO BE ABANDONED AT MAIN LINE (BY CITY FORCES). WATER METER CUT AND CAP PERMIT REQUIRED. sitts&hill 4�E11 WG,L1�1 CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ G46449 k� Project No.: 19480 Project Mgr.: DCD NAI. E �. Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM R-422931 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BROTHERTON CADILLAC - RENTON TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (PRIVATE) DATE: FIELDBOOK: PAGE: DRAWING NO: C 1.00 SHEET: OF: 39 N T O O N N T O O N Q J LO O O O N A u