9908 18TH AVE W Utility Plans 2025-01-23

VICINITY CGRD 13221,R CNOT732212t CSI T 1322126 CUSD 13221,R CUWS132212 OTOP132212t TBLOCK OSI T7 322126 ASI T1322126 TBLOCK-ec LEGEND 60 EXIST. TOPOGRAPHIC CONTOUR �60 PROPOSED GRADE CONTOUR h TYPE 1 STORM DRAINAGE CATCH BASIN \, J TYPE 2 STORM DRAINAGE CATCH BASIN SD STORM DRAINAGE PIPE (12" LCPE TYP. UNO) RD RD 6" PVC ROOF DRAIN CONN. - - - - - PRIVATE SO ESMT. SO VAULT FOOTING DRAIN WATER METER W 8" DI WATER MAIN SS 8" SDR 35 SANITARY SEWER • PRECAST MANHOLE GAR= GARAGE FINISHED FLOOR ELEVATION SE= STRUCTURAL ELEVATION LOCK AND LOAD RETAINING WALL (SEE SHT. I FOR DETAILS) 4' HIGH FALL PROTECTION FENCE (TYP.) TOP XXX TOE XXXC19 TOP/TOE WALL CALLOUTS APPROXIMATE EARTHWORK QUANTITIES EARTHWORK QUANTITIES WERE ESTIMATED USING A GRID VOLUME METHOD AND AUTODESK AUTOCAD CIV►I SOFTWARE. THE FOLLOWING VALUES ARE APPROXIMATE AND PROVIDED TO ILLUSTRATE GENERAL EARTHWORK EFFORTS BASED ON AVAILABLE SURVEY AND DESIGN DATA EXCLUDING ESTIMATES OF STRIPPING, VAULT, FOUNDATION, AND PAVEMENT QUANTITIES. - CUT 145 CY FILL: 6,330 CY NET 6,185 CY (FILL) THESE VALUES ARE NOT FOR CONSTRUCTION BID PURPOSES. THE CONTRACTOR SHALL USE THEIR OWN MEANS AND METHODS TO ESTIMATE EARTHWORK QUANTITIES. NOTE TEMPORARY CONSTRUCTION EASEMENTS WILL BE REQUIRED FROM ADJACENT PROPER7IES OF WALL CONSTRUCTION REQUIRES ACCESS FROM ADJACENT PROPERTIES. NOTE GE07ECHNICAL OBSERVATIONS SHOULD BE PERFORMED FOR GRADING OPERATIONS FOR THE VAULT AND THE SUBGRADE CONDITIONS AS RECOMMENDED IN THE GEOTECHNICAL REPORT BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 18, 2023, ON PAGE 2. -544- 1, - I LOT 79 INTERCITY G�RDEN TRACTS VOL. 73,1 PAGE 43 I PROVIDE FALL PROTECT 4' HIGH FENCE (TIP.) TOP 550.0 j TOE OP OP -- P -- OHP&T -Cp -� OP PTN. OF SW 1/4, SE 1/4 OF SEC 14, TWP 28 N, R4E W.M. Y ;Ito ; U i to f W J 30600907902 004BO600101900 -- --- 00480600101901 - - -` / I I ~ o TOP 550.0 PROPERTY I r� > BOUNDARY (TYP.) / a ¢ z_ Y> 3 - OP OP\OP OP OP PRIVATE SD ESMT. o z o 0 0 \ OP - _ o OHP&T OP - -OR - � _ w � U � OP OP T- a LU ----------- I RD �° � RD RD RD � - + _ -5481 - - R E- � RD RD R RD S5 l OP 'OHP&T � a m N v \- - I- - - Ir- T- i - - RD R -\R� Z- RD RD RT �- R° Ld cV --- - - - - - - r - - , \ c� - =-- - 2 4 0 ti a 5 -41 rsS=.;r THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PEA A FIELD SURVEY PERFORMED BY PACIFIC COAST SURVEYS, INC. AND/OR RECORD DATA PROVIDED BY THE CONTRACTOR. z 0 z z z z 0 U x 2 0 x 0 z to LU Z � a a CY Y z z � C7 J O c, Q J W Ld ILL z m LU a 0 CLIENT PACIFIC RIDGE HOMES 17921 BOTHELL-EVERETT HWY SUITE 100 BOTHELL, WA 98012 PHONE: (425)438-8444 46+34.17 100TH CPH CONSULTANTS Site Planning , Civil Engineering Landscape Architecture . Land Use Consulting = 10+94.12 DRIVE B + - Smcc t' ZL+00 11321-B NE 1201h Street W rimand, WA 98034 - (4251285-2390 5„ VI/ W W W South Wenatchee Avenue, Suite C3 12 W(R) W W 101 Weatchee, WA 98BOII-(509) 293-731 W P/ W W www.cphconsuItants.com W \ PROJECT NO. \ 0132-21-026 � ` DRAWING 0 20 40 C3.00 PLAN IN FEET SHEET 10 OF 30 „ ai" Copyright 0 2024 CPH Consultants, LLC. All Rights Reserved. j SE=S49.37 I V 5E=549.37 5E=549.37 I 5E-549. 7 5E=549.57 17 \ \ SE= 49.57 SE=549.57 5E=549.57 5E=5 9.57 / �, 13 12 11 5E=549.57 I I .17 5E=549.7 7 sE=55a.s� 5E=550.17 SE= 50.17 I -- 2b 10 9 8 5E=549T4 sE_ 550.1� sE=55o.s� - s 6 5 3� 2 1 PRIVA SD ESMT. IR 00480600102007 ❑ I � � / ; I r I I I I s I I I , - �Pa D� 1 a � 5 � 9 a � 66 a 6 20o � I SS� i V � r 10 - G SS SS - -S y5�• i5 - - o a _ (PRIVATE) RD RD d 96 --- -_ -- - - e 9-------\----------- - -- SD R � � � ----- ----- 1�50CTs-gam# - - RD I �=1-----i---- I SD SD N - 48- _ TRACT999------------------- ---z- --- ----- -----' ka _ ' ( CCESS AND m4z) I , a -- ---- - - - - I to--------------------------------- �- - --------- TOP 550.0 5- ------ ---- --- O5430 INT 23-1 = 32+( 550.0 TOP TOP 550.0 JB 19 (2.5)547.5 TOE � � W I SD DETENTION ATER W TOE 543.0 sE-s4a47 TOP 548.8 2) 1 QUALITY VAULT v1 C sE=s49.47 sE=s4a47 TOP 550.0 TOE 548.8 I SEE SHT. C3.20 FOR Cn Z Q TOE 544.9 1 DETAILS I 00 El(5 TOE 545.0 PRIVATE SD ESMT. ` I �y °l ❑ UNIT 1 I p LOT 21 I INTERCITY GARDENS CONDO VTERCITY GARDEN TRACTS I A.F. #20060516,3002 VOL. 73, PAGE 43 I'a I as 41 o 00450600702105 �� PRIVATE SD ESMT. • 00480600702109 r� 004BO600102102 - - - - - - - H ----- / �4 TOP 550.0 �I 1 =s4927 .2s pa � i - - - - - - - - TOE 546.0 E 5 44 / n P 550.5 ,0 546\ �o 35) . I � I(- a 23 sE=54927❑4� I P 550.0 3�', j I U� 547.0 - ---- ------- - TOP -566-0 g• o TRACT998 ('TO490 (PRIVATE�ACCESS AND UTILITIES) 11191 SF UNIT 2 TOP 550.0 _ i INTERCITY GARDENS CONDO I i4 TOE 546.0 t4 TOP 550.0 I 548.5 1 FUTURE ROADWAY IMPROVEMENTS A.E. #200605165002 0 TOE 546.0 � E 547.5 �' - - oI BY CITY OF EVERETT 548- - - - - - ------ i ---548-- ------ \ 0 - --� -- - _ oo 100TH STREET SW - - 7 - - J SJ 44+00 (LOCAL ACCESS) do do �17+00 J D SD - - _ �4 d( - do j 18+00 sdo (ISdo d 19+00 SS s � 4s+oo 46+50 _ Ala OHP&T dO dO 20+00 cn 21+00SS S INT 33+89.70 18 A CLIENT PACIFIC RIDGE HOMES 17921 BOTHELL-EVERETT HWY SUITE 100 BOTHELL, WA 98012 PHONE: (425)438-8444 46+34.17 100TH CPH CONSULTANTS Site Planning , Civil Engineering Landscape Architecture . Land Use Consulting = 10+94.12 DRIVE B + - Smcc t' ZL+00 11321-B NE 1201h Street W rimand, WA 98034 - (4251285-2390 5„ VI/ W W W South Wenatchee Avenue, Suite C3 12 W(R) W W 101 Weatchee, WA 98BOII-(509) 293-731 W P/ W W www.cphconsuItants.com W \ PROJECT NO. \ 0132-21-026 � ` DRAWING 0 20 40 C3.00 PLAN IN FEET SHEET 10 OF 30 „ ai" Copyright 0 2024 CPH Consultants, LLC. All Rights Reserved. j SE=S49.37 I V 5E=549.37 5E=549.37 I 5E-549. 7 5E=549.57 17 \ \ SE= 49.57 SE=549.57 5E=549.57 5E=5 9.57 / �, 13 12 11 5E=549.57 I I .17 5E=549.7 7 sE=55a.s� 5E=550.17 SE= 50.17 I -- 2b 10 9 8 5E=549T4 sE_ 550.1� sE=55o.s� - s 6 5 3� 2 1 PRIVA SD ESMT. IR 00480600102007 ❑ I � � / ; I r I I I I s I I I , - �Pa D� 1 a � 5 � 9 a � 66 a 6 20o � I SS� i V � r 10 - G SS SS - -S y5�• i5 - - o a _ (PRIVATE) RD RD d 96 --- -_ -- - - e 9-------\----------- - -- SD R � � � ----- ----- 1�50CTs-gam# - - RD I �=1-----i---- I SD SD N - 48- _ TRACT999------------------- ---z- --- ----- -----' ka _ ' ( CCESS AND m4z) I , a -- ---- - - - - I to--------------------------------- �- - --------- TOP 550.0 5- ------ ---- --- O5430 INT 23-1 = 32+( 550.0 TOP TOP 550.0 JB 19 (2.5)547.5 TOE � � W I SD DETENTION ATER W TOE 543.0 sE-s4a47 TOP 548.8 2) 1 QUALITY VAULT v1 C sE=s49.47 sE=s4a47 TOP 550.0 TOE 548.8 I SEE SHT. C3.20 FOR Cn Z Q TOE 544.9 1 DETAILS I 00 El(5 TOE 545.0 PRIVATE SD ESMT. ` I �y °l ❑ UNIT 1 I p LOT 21 I INTERCITY GARDENS CONDO VTERCITY GARDEN TRACTS I A.F. #20060516,3002 VOL. 73, PAGE 43 I'a I as 41 o 00450600702105 �� PRIVATE SD ESMT. • 00480600702109 r� 004BO600102102 - - - - - - - H ----- / �4 TOP 550.0 �I 1 =s4927 .2s pa � i - - - - - - - - TOE 546.0 E 5 44 / n P 550.5 ,0 546\ �o 35) . I � I(- a 23 sE=54927❑4� I P 550.0 3�', j I U� 547.0 - ---- ------- - TOP -566-0 g• o TRACT998 ('TO490 (PRIVATE�ACCESS AND UTILITIES) 11191 SF UNIT 2 TOP 550.0 _ i INTERCITY GARDENS CONDO I i4 TOE 546.0 t4 TOP 550.0 I 548.5 1 FUTURE ROADWAY IMPROVEMENTS A.E. #200605165002 0 TOE 546.0 � E 547.5 �' - - oI BY CITY OF EVERETT 548- - - - - - ------ i ---548-- ------ \ 0 - --� -- - _ oo 100TH STREET SW - - 7 - - J SJ 44+00 (LOCAL ACCESS) do do �17+00 J D SD - - _ �4 d( - do j 18+00 sdo (ISdo d 19+00 SS s � 4s+oo 46+50 _ Ala OHP&T dO dO 20+00 cn 21+00SS S INT 33+89.70 18 A