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HomeMy WebLinkAboutR-422931rn N 0 W L; i Q z w 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 g _, sD•; �' �N _ UNWHY HY LINK WLJ I ' IE=19.91, 8 D.I. N IE=16.44, 6"PVC E x w IE=16.36, 6"PVC W a AS HALT s w-T 12 g o Ps " ° a - W , - ' S li' / SS GPs _ GPS HP NO PARKING" _ a �so� _ i _ � 09 ss I - - - - - - 0---. _ OHP- o ��23 so. _ - ' SO 1? >s�ti'� - - - - �' .rr. GA,.:.':' NCE "NO PARKING" BP �.s°: .a. _w ___w a ,-i �'..'.rH A LINK FE - , S." 22 a .,..,. / 7.5 CH IN - NO PARKING" 5 E3 �-� a� sp _ _ , w�, 2. - FENC 1 I X STORM VAULT W OIL WATER SEPARATOR Su _ - - - a., • "' H / / TION SOX 1 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS - 22 - - _ SS _ o - 2 %ASPHALT S' - "N' a�"TEL::_ l� RIM=24.08 gP _� sd _ _ _ ss"!..... \ ti� TEc' '':.: ; TOP OF BAFFLE=21.78 �o / / / / / - _ TOP OF VERT. TEE-21.55, P `7 sD L DOMESTIC 8 .4 - '. c� BOTT. OF VERT. TEE=18.58 12„ PVC W ITT / ,` :. - z � A ALE: TOP OF PIPE-20.9 12"PVC E, ss ., GAS OVERHE .... . . ' _ nHP-:.: . • .:.: '.::;•. .:` .. . TELEPHONE � E ONE LINE � :. , . .:., .,: :... �. s :. .. . � .. � � .. ,. , .:. •.. ... . � `: � UNABLE TO MEASURE IE s 1 1 -�= r z 2 �I1 RK G Q - ,YE ' 2' WATER L V L-19.98 J T E E PHONE LINE J J I 7 1 TELEPHONE NE -2 . S 1 T E Z L 1• � E s � 1 1 4 BOTT. OF STRUCT.-17.53 1 Q S •`s t EXISTING N EXIST � L I � Y E o ' S Z r 2 C� o L , ASPHA E 6 L 1• E 2• � T Q ti 2 � X Q 2 L 1f E l TE � r _ V 2 ,. IVEWAY .I: I 2 , I I 8 0 N 1 o ti• s PATH AND TPN 3340402755 o G A i 1 X 6 0 I ,• `.� DOMESTIC 1• :...:. AZUL PROPERTIES LLC I s STAIRS P / G ti.. 2 GRAVEL 2 E TEL 2 `�x - 2 2• - T h VyATEf�� T N I S 3 - I G P N I 5 �'TREE- 2 / _ r. OVERHEA z �:. ti D 2 ;ti X k.�, 1,1 FENCE r 2 9' 2 - POWER 1 7 -� TPN 3340402780� 2 3: 'J I. 6 ,I 1 ti I ti BALI LESTRASSE I s' ti t.. x 3• I ROrJREX+GLORIA I ti 3 2. 5 9 p X 2 1 I 4 RETAININ:'G •WALL 1 ,j. / OVERHEAD _ - OVERHEAD wuuD I ti 2 POWER I -�, .' ... HUB&TACK. , ... �.~ x STAIRS POWER 2 2 FENC JU N NC 10 SIT IBM 2 7 E HALT 4 ti a rk• I 1 BOX ' N: 174298.48 ti i' i . 1297526.35 E• Q 1 EXISTI G i C Q 6 T , �5 a ELEV.• 22.38 I r `Q. 9 BUILD NG 5• BAST ' FiAI 2 - o , I I - 1. W. I a 0• L< • OVERHEAD' I RESIDENTIAL - R• „ D 2 =ti TE N I POWER 2' OVERHEAD 5&12 CEDAR STRUC E i a _ �.. :+ t:'.7.`.: ::`.,:':-.::;:CONTAl1VE; ';,X:::.:.. - VA pF RE NTON POWER /I J x 19 Q IRD DRAIN - 2 5 8 PER CITY 1� RETAIlmy a i .STORM CATCH BASIN 2 TREE 2 WALLS - I NOA 19gj0j15 �� 2X3 MAPLE - t(ifM..T3RAf REC. NCRETE (. TYPE 1 ©:::.. 1..: �92 ST RS TO :. RIM= 23.55 I 2. WOOD BRICK- EXI TING l .....0 I 2 TR§FAIRS - - 2 II `I' FENCE BS4 EMENT DING 2 0� ' 1 PATH AN N 1&dE ,;2so¢ )LE 1 11 M'Cl ( I CONCRETE S�AIRS .� N 3n ` 2 ` 2 �: t;/.; :::�:.:. o /;: , 16 ICISTAIRS TO l / : / 2 .' Et`:.:.• / Y I q NT.::2� ?0-'.' 1 U &TAC / N;: HOSE 10' BA 'S >...:� 2 T TBM # . OD FENCE / ' l' ::� BIB = 12.3E N:174,241.97 LIfR� 2 2 2 TRH 174259.0 3 P/ , �'�° ¢ ¢ l r :. E.1,297,347.49 � i f�:::,..�...;.''�-; TREE E 297432.1 . � f� f f�P• •�•� /� 2� T z I FORCEMAIN E U� 2.96 9 Tf4EE ,GRAVEL: - - EL V. 21. / ,_ S RM DRAIN `� gPy 2 ' ` 2� �\ 2 - - --- - Y TPN 33410402935 I 16 3 I 9:�22 -WATEi °. OVERHEAd�/ ( ' ? BALLESTRASSE 5" - 'PQSTORM \ II I ROY+REi+GLORIA \ QEMPTPOWER sd DRAIN 2 CONDL 2 R2 I 2X1&4X2TREE 2 Dl 11" P E 2 TREE �� 9� I 16 f I Q � x- I I� ` 3 219 I / 3X5" MAPLE 1 TREE 2 CON 2 I I X m o �o g 5 I 2 TA T� ASPHALT I X I N:174,215.52 4 01 "5 i 2 9„ „ % r 23 OASEMEN I ti 2 3 , Eo.1,297,346.86�4.04 CATC 1 �� I i I TREE I /11 2 �11 / SHED RETAINING TPN 334040 925 o �0� _.BA x I TREE 2/ 2 WALLS I BALLESTRASS REX CURB \ �E ASPH STORM CATCH BAS I I I CONCRETE I -22.5 ti I y6 STAIRS TO TORM DRAIN 2 I I r Q TYPE I N:174,207.95 I ti' ti� 2 FEN -BASEMENT I EXCEPTION, RIM=23.66 E:1,297,354.07 I I i I ACCESS TXSj©EN I�k8 PER REC. # 542 : IE=19.65, 12 C, , 11 - I I i ONCRETE 2 CON IE=19.76, 12"CPP E z 5 I I i i BALE CTUR� I PATH eND IE=19.76, 12"CPP S Q r, RESIDENTIAL 2 STAIR 35" I RE I G IE=20.38, 6"PVC W zo `�' I I I WA 2 STRUCTURE WQOD PATH AND I 1 I I I I YARD �2�s STAIRS 2 STAIRS y�� /� THE ' DRAIN >- SDI I I i I I I EXISTING 2 STORM CATCH BASIN I I� I I BUILDING /FR�E�ERH. I 1 \ 2 `/ N TREE TYPE 1 ASPHAL ,I I _ - `� :.� I I PO �{� RIM-22 55 I I 5 � IE=20.28, 6"PVC W IE=20.02, 12"CPP N ti 13 ❑9 II � I I � � I I E z -I CLJR..,p o I I 2 EXI ASP o i 2 E CURBS_ w 11 zf,, W l o w x titial N HALT _ W _W - ' P 0 x IT. 1119) TELEPHONE RISER VHOI F F REE TREE I,.;::,'........ r.::.....:. "WATER LINE„ "59 RED "HAZARD„ 1 x ©4 OVERHEAD 2 - y1• �� o� _'D x 1titi x tip' POWER POL 1 0 PARKING" P ��! 0 4 o V v I F o 1913 vJ k 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 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 2� REMOVE FEATURE AS NOTED 3� INSTALL SILT FENCE PER STANDARD PLAN 214.00/C1.3C 4� INSTALL CATCH BASIN PROTECTION PER STANDARD PLAN 216.30/C1.3C 5� 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 CAP EXISTING PIPE AS NOTED 8� EXISTING 3/" WATER SERVICES TO BE ABANDONED AT MAIN LINE (BY CITY FORCES). WATER METER CUT AND CAP PERMIT REQUIRED. l-D C. sitts&hill 0 of wa ��c- 4 CIVIL I STRUCTURAL I SURVEY e"_ . 7` ` 4815 CENTER STREET I TACOMA, WA. 98409 {`` V PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ Project No.: 19480 Project Mgr.: DCD 46449 ^'IV Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM ,S�n11JA1, 6~ � oM, R-422931 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING s �' IL Wanders 05/08/2023 %,�# DATE: BROTHERTON CADILLAC - RENTON FIELDBOOK: PAGE: DRAWING NO: TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C1.010 (PRIVATE) SHEET: OF: - N T O O N ,M1 N T O O N Q J LO O O N N A u