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HomeMy WebLinkAboutR-421903CAC LL W z H W W W EX CULVERT- S IE=121.21' (WEST, 12" HDPP)-��� a �� \ S SD d c s\ �D I a c��"• - S SITE BENCHMARK \oZ TBM 2: SET MAIL W/ WASHER ��� d �\ GRAPHIC SCALE CONCRETE PIPE ELEV=118.97' SEE SHEET 4 FOR SW SD / - � d_ 10 0 5 10 ANCHORSEE DETAIL ON SHEET 6 I S ' 47H PLACE PLAN AND �1e / \S PROFILE SD a,b`��c d SCALE: 1" = 10' SDCB #2 TYPE 1 ' Street Tree / a 15 LF 12" D.I.@ 26.3q c ,/ / STANDARD GRATE 30 O.C. (TYP.) _ S RIM=120.50E / % See Species Note l d/ �` d c / SIGN POST (TYP.) y� 12" CULVERT �, IE=116.50 12" (W) \O,Q'pFs, .71 /` _ IE=116.50 12" (SE) Hereon Below. o $/ a EX SDMH: T-2, 48" W/LID \ Provide I" Water Meter �S �r I O ��`� IIIII RIM EL=108.14' and 1" Water Service Line /q` 1 ` SD. v �� �� / EX SDMH: T-2, 48 W/LID d / v o RIM EL=102.82' \ \ / NEW WATERI SERVICE TAP TO S q�C� I \c RE -GRADE DITCH AS \ \ BE INSTALLED BY CITY NECESSARY TO SD \ \ �\ WATER METER PERMITNOTE A ANDI lE� 10 S5, R/ E�110 RT SD .... \p< PROVIDE POSITIVE G l 4. M G P FLOW TO NEW 12" 12 .4-8 WATER METER SETTER MATCH EXISTING_ASPHALT S I 104 S4'(wE57, 1 8' 14' �P CULVERT / �\ (Eq 2"Cp " ROCK LINING NOTE (REFERENCE COR SWDM TABLE 4.2.2.A): P1 0 FL k, PERMIT WILL BE REQUIRED. / ST P) �` / EX SDMH: T-2. 48 W/LID ON � Q - `�� � / qSP I S 12 CPp I � p °�/i - ROCK LINING SHALL BE QUARRY SPACES WITH GRADATION AS FOLLOWS.• Existing overhead utilities 120.10 , - N \ p RIM EL=101.44' PASSING 8-INCH SQUARE SIEVE: 100q between Poles P1 and P2 PER PE B CURB RAMP SDOT STD PLAN 120.66 ON C \ ` W / A ROgDW S I dd IE=95.86'(NORTH, 12"CPP) PASSING 3-INCH SQUARE SIEVE 40 TO 60% MAX. shall be installed underground F-40.12-03 \ '` AY \ I SO d� IE=95.44'(EAST, 12"D.I.) PASSING 3/4-INCH SQUARE SIEVE. 0 TO 10% MAX. under separate Franchised _ \ W / 6 d 4 LOCATIONS TYPICAL y - / ° 3 STA: 1+64.46, 130' RT �� EX MAl �' d d rl E= 95.80' SOUTHEAST, 12"CPP Utilities permit. \ ) 5'X5' 72��F / �O' \ SS 6pXS G =�`" d v ( ) R/ MN.• IE=95.78' WEST, 12"CPP 120.75 : °Landing• a120.66• ° 1118.12 \ 72`A'GP W / 10' DRIVEWAY ENTRANCE SDCB #3 TYPE 1 / M\ / ( ) ° \ - / PER COR STD PLAN 104.3 STANDARD GRATE E,10 �107 [� CONC. , IE=96.74'(WEST, 6"PVC) O / or, =.o RIM=106.o0-+, lE� V. 14, 24' % �/ SIDEWALK v X 15' N _ �' S 10O (NO Sps 7X .. e T SDCO 121.30 120.70 / _� �\ w �\\\A cU74/NF IIE=102.50118"(SE) 1E�99.83?(wE$ Tel, 8»CO / / /E 95.90, (Iy/M E��9 GRT roP=l2o.00 _ _ °i P\ �.° 33 O (EgST 8'Co Nc,) �" ° �a �n . E, 6. EST s.2 , ( ) �° 12 $/ \ 8 - - O MA W IE=102.51 6" (SW) S\ g'CONNC) o q / 9710, (�O' (EgST 12" D./o IE=117T O 1 .0 0 , 118.20 A ' cl a�O / S C) SD ( RTj� 6 D NOTE SOILS SHALL BE AMENDED PER COR STD PLAN / \ ° \ \ D - , �S v . C•) 264 IN ALL AREAS THAT ARE DISTURBED THAT WILL / / N' ° ° . a \ D/TC • NOT BE COVERED WITH IMPERVIOUS SURFACES / as \ \ (TYp) ,'110.53 << l ON / / ARBITRARY ST � ON 2+01.9ESTABLISHED BY THE EL EXTENSION OF THE EAST PROPERTY LINE TO SD ,/ � ••..��•.•-• --- ...--e•/� 111.36 l WgTER o ,, / ; a• �° 110. 6 /it7� / INTERSECT WITH THE CENTERLINE OF EXISTING ROW. d. / SEE ARCHITECTURAL PLAN FOR PRIVATE / SD" / : ' • ' " ° �' N W X S d WALKWAY AND STEPS GRADING / 63 �F 6,s°\\ a/q 111.4 a Y 10.23 ° 01 6 40 11, l / / / ° 110. 96 a ° \ - ` - 9�4' 84, 24\ PROPOSED RESIDENCE / ° sfl 109.73 W50. 64 Sj; S 1ST FF EL 1192 / c ° / ° 110.33 ° \ \ \ W. TAPER / (EAST 8 C'CONC) S D SDCO BASEMDN� rF EL=109. 67 / e ON�� TOP=115.90 S / / _ �° 109.83 6 6°�° _ ° ° 2Q � l � `�, � \ SD O i `? - �r> „ - - -' S\ IE=112.90 6" GA'�AG� / 109.10 110 e' 105.80 SITE BENCHMARK \ 8 �cp �� TBM 1: SET NAIL HfG'tfi 109.67 &DCO lg' a _. \ @ W / �° 6. : 106.40 •a - \� c �09 W/ WASHER S CONTRACTOR TO SD - LOW=109.33 2, a SDCO �Oq TOP=Yb700 108. 5' X 5' I \ \W \�� ELEV=103.40' INSTALL CULVERT FOR 113.48 � TOP=110.71 IE=105.iq 6" (NE) , R Landing 106.40 \ \� O \S D TYPE B CURB RAMP / CONTROL OF114 / �, IE=107.71 6" (SW) 108.50 N ROADSIDE DITCH. 113.76 ° i , Q - �6 TW. 108.03 PER WSDOT STD PLAN w 95 \S �€RT TO CONNECT a , 6` 1 \ 106.50 -BW. 105.00E a F-40.12-03 \ �' !/G 106.46 (4 LOCATIONS TYPICAL \ W TO SDCB #4. MATCH �a 113.36. 09 49 'D 109.10 PERFORATED STUB -OUT / 4 ) P \S ]� [u `;g . 0 12" OUTLET IE=102.20 i / DITCH IE. a f ° s. CONNECTION PER COR TW.• 107.00 \ / E\ Q a ` 4 �° 1.50' ROW D � PVC�OOF DRAINA E. o l l \ Rock Lining Shall be per COR 2016 W k SS S 3 y • _ f STD. PLAN 263.40 1 .00' BW.• 106.00 S M \ A. 4 a d ° a - VEYASTE I l I �SWDM, TABLE 4.2.2.A. See Table on e. ° _ - SD 10 LF 6" PERF. \ Sheet C7. Recommend 8" Rock W R/M ED O PVC @ 0.007 J l I \ G EZ., e LT S ®t ® a� a ° ° 9q / G Lining of 12" Thick at 8' Lon X 6' /S /I/ 9 6 N \ ° 113.24 le 8 ° • a. �- _ SD / / o \ o BW. 1102. 00 R7 yT OF 9 9 \ O S, l VE 9. 0, 0 �/ \ e e' ° PVC `D 9 / C \ O w& T 9 / C 113.36 ° n ° 32 LF 6" / /yqY Wide X 1' Height and min. EX W R S D NA S MATCH O \ °- ° �e ° ° . O ° ©5.31q D / \ \ -24" MAP See NOTE. TOP OF DITCH=103.5+/- E�g3 B: T E 8„ 3,19, L'ES \\ e " < ni . :TOP- / / O \ ^r IE� 64, 1 W W O L+0 ABLE 3 EXISTING \ `v N. C. ° N ° 9E=.105e33 6a _ 108.50 \ \ 92 2g, (NORT R/M E , GRT NC l 2.00, UTy 12» ASPHALT \ STREET STREES 30' � ° - ° < • •.- ° 6 � l \ �� 9 (SO EST / JG ON CENTER (TYP.) °"� ° e • °. ° - TW. 106.50 \ MODULAR LANDSCAPE WALL (3' MAX) Existing overhead utilities 0 /E� (SOU EAST 1 „ C•P P 5. e - FOP-1 BW. 105.00 \ ,TO BE CONSTRUCTED ALONG NORTH Y2.40 yWES 8 C• 11-12" RCP @ 1.0% MIN 43 � " a ° e O < . \ SOCO AND SOUTH PROPERTY LINE FOR between Poles P1 and P2 \ ' (w T, 18,.0 M.p) W fij 113.49 113.43 7T'CP G: -A. e - TOP=107.00E GRADE MANAGEMENT. MAP shall be installed underground py EST 12,P MC \ NEW ASPHALT FL Sg7 " o° .�` ° °' a 24" MAP °, A. a IE=105.30 6" (N,W) x under separate Franchised V,C) W WEDGE CURB SDCB #4 TYPE 1 SAW ��� N e ° -° a •• a . •d ' .._d v - : , d5(� Utilities permit. D STANDARD GRATE COT s0 ° . a e 1 d " • a \: =q "' - TW.• 105.00 ` -- Oiy W RIM=113.5of C1N e ° ~ d ° ° v n 6 \'; 107>`50� BW. 102.00 _ \ \ SD SD - IE (E,12 )=109.22 / Street Tree sD-�� ° ° ° e \ -� _ _ _ A O 111.67 \ el a ° 5' X 8' 107.40 \ _ _ y SD W 30' O.C. (TYP.) SD S T �'�, : ' e Landing 1� \ 14" MAP---'- SDCB \ -\� \ \ -5-12" DEC CLUSTER EX/S . - -_ See Species Note # - _ _ _ ° ° 191 tFNc SS @ 4 �q 1074o a v 5 TYPE 1 Hereon Below. SOLID LID _ ��� RIM=111.24 - Fo ` 107.35 Y9 5 \ 2-10"&14" DEC CLUSTER \---------- - _ py 170 109.70 GL/A/E S d v A - O• IE (WE, 12)=106.79 S \ \ - --- 3 % _ ° - S \ \JUNCTION BOX \ STREET LIGHT \ - Oy 10 \L1 Provide Grass - _ S \ \ EX SSMH: 82 LF 12" LCPE @ 5.77q _ _ G - -� �� (CUM.)'\ NEW ASPHALT WEDGE CURB \ Oy O� Ground Cover _ RIM EL=111.25' 107.68 - `'D � � 0 IE=105.53'(WEST, 8"CONC.) in Planter Strips 10711 106.86 - - - - - SD -, \ (TYP.) IE=105.41'(EAST, 8"GONG.) TYP. CONCRETE SDCB #6 TYPE 1 FL - - - 86 -15»�„ \ � � \ \ \ 0 ROAD STANDARD GRATE - = - -CP @ J.68_q NEW 6" SEWER STUB. CONNECT SEE SHEET #5 FOR SUNSET RIM=106.80E 60.0" SAWCUT L/NE - - - - Cc \ TO EXISTING 8" MAIN PER COR BLVD PLAN AND PROFILE IE (W,E, 12)=102.20 / TAPER - - - D STD PLANE 406.1. S - - S - IE=104.95 6" (N) NOTE CONTRACTOR TO GRADE THE S ADJACENT AREA AT END OF SIDEWALK TO PROVIDE SMOOTH MATCH EXISTING ASPHALT TRANSITION TO MATCH EXISTING EX CB: T-1. W/GRT GRADE. 3: 1 MAX FILL SLOPE RIM EL=103.16' IE=100.61' (NORTH, 12" CONC.) EX SSMH:____­1 NEW IE (W, 15') = 100.70 RIM EL=102.12' IE=96.35' (NORTH, 8" CONC.) IE=96.26' (EAST, 8" CONC.) ARBITRARY STATION 6+77.74 ESTABLISHED BY THE B �� EXTENSION OF THE EAST PROPERTY LINE TO B E T B INTERSECT WITH THE CENTERLINE OF EXISTING ROW. PRINCIPLE VI)gRTERIgL � STREET TREES SPECIES 3" Malus Golden Raindrop (TYP.) Use grass for groundcover. CALL 3 WORKING DAYS BEFORE YOU DIG 811 UTILITIES UNDERGROUND LOCATION CENTER (ID,MT,ND,OR,WA) ELECTRIC - RED, SEWER - GREEN, GAS/OIL - YELLOW SAFETY PRECAUTION SHALL BE IMPLEMENTED SURVEY - PINK, TEL/CATV - ORANGE, WATER - BLUE BY CONTRACTOR(S) AT ALL TRENCHING IN ACCORDANCE WITH CURRENT OSHA STANDARDS PROPOSED - WHITE R-421903 N CCMPL_IANCT WITH CITY C� - +------ DEVELOPMENT ENGINEERING CURRENT PLANNING Wanders 03/29/2023 AWeihs 03/29/2023 � PACIFIC LAND ENGINEERING, INC. AND / PACIFIC LAND SURVEYED: SCALE: OR THE ENDORSING ENGINEER ARE NOT �� S' ffyl VERTICAL- NAVD 1988 RESPONSIBLE FOR ANY UNAUTHORIZED wa's, O HORIZONTAL NAD 1983/1991 HUMWAY SUNSET SFR REPRODUCTION, MODIFICATION AND / ° 9� - DESIGNED: 1" - 10' CITY OF CHANGES TO INFORMATION ' L R 8XX SW 4th Place CO ENGINEERING CONTAINED IN THIS DRAWING /PLAN n s o3a 5 DRAWN: R E N TO N RENTON WA 98057 SHEET. THE DESIGN CONCEPT(S) SHOWN HEREON ARE THE PROPERTY OF PACIFIC Fr G,SIX' ONE INCH LAND ENGINEERING, INC. THEY MAY NOT 10, ,4 F� Civil Engineering .Development Services .Land Use Consulting DATUM 820001742 BE USED OR COPIED IN WHOLE OR IN Permit Expediting Services. Inspection Services. Expert Witness CHECKED: AT FULL SCALE PART WITHOUT THE WRITTEN CONSENT IF NOT ONE INCH Date. 10 / 10 / 2022 Bellevue, WA - www. pacificlandwa. com APPROVED: p S/TE GRAD//VG ORA//VA GE 8r UT/L /TY PLA/V OF PACIFIC LAND ENGINEERING, INC. STAMP IS NOT VALID info@pacificiandwa.com. 425 615-6160 NO. REVISION BY DATE APPR SCALE ACCORDINGLY Planning/Building/Public Works De t. AND THE ENDORSING ENGINEER. UNLESS SIGNED AND DATED @p ( ) W C� DATE: 10 / 22 / 2022 ` T FIELDBOOK: PAGE: DRAWING N0: SHEET: 3 OF: 8