4817 RUCKER AVE 2024-12-09 - Laserfiche WebLink

GENERAL NOTES-GRADING DRAINAGE&UTILITIES PLAN A. ALL PLANTINGS AND TURF SHALL BE TEMPORARILY IRRIGATED DURING THE ONE-YEAR ESTABLISHMENT, N 8 W MAINTENANCE AND WARRANTY PERIOD. V B. SOIL GROWING CONDITIONS SHALL BE EQUAL TO OR EXCEED THE REQUIREMENTS OF THE CITY OF EVERETT W m STORMWATER MANAGEMENT PLAN. 4J C. ALL PLANTING BEDS SHALL RECEIVE 4"DARK BROWN DOUBLE SHREDDED HARDWOOD BARK MULCH OVER FILTER uj 3 FABRIC.OMIT FABRIC IN AREAS TO RECEIVE GROUNDCOVER.SEE PLANTING PLAN. j p �w D. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE EXISTING TURF REMOVED AND DISPOSED OF w OFF-SITE AND SHALL HAVE 12"AMENDED TOPSOIL PLACED IN ALL NEW TURF(LAWN)AREAS AND PLANTING BEDS. W V m 06 E. FOR FINISHED GRADES ADJACENT TO WALKS,CURBS AND MOW STRIPS,FINISHED GRADES IN LAWN AND PLANTING w BEDS SHALL BE GRADED TO 2"ABOVE TO ALLOW FOR FUTURE SETTLEMENT,UNLESS OTHERWISE NOTED. K F. GRADE TRANSITION AREAS TO PROVIDE A SMOOTH SURFACE FREE OF DISCONTINUITIES. W a G. SEE GENERAL NOTE"A"ON DEMOLITION PLAN REGARDING LOCATING EXISTING UTILITIES PRIORTO ' CONSTRUCTION. H. ALL SCREENED(GRAY)FEATURES ARE EXISTING. .'MCAT I. ALL FINISHED GRADES SPECIFY MATERIALS COMPACTED OR SETTLED IN PLACE.ALSO SEE GENERAL NOTE"E"- �-i BUILDING THIS SHEET. M ■ I 312.00'FEE✓J1 312.00 FEE ALL PROPOSED SPOT ELEVATIONS ARE FOR TOP OF PAVEMENT UNLESS OTHERWISE NOTED. (/w�} �IIr, i • ) /112,11 FFE I I r ... r 30, K. FOR DESIGNATED ACCESSIBLE ROUTE LOCATIONS SEE THE LAYOUT AND SITE FEATURES PLAN 309.2 9.4_ 308.8 3083„ . 3 _ L. NO CONNECTION THE EXISTING WATER MAINS WILL ALLOWED EXCEPT MEANS OF AN APPROVED 1�g BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING,TESTING, DISINFECTION,AND RECEIPT OF Z ( [ 310 SATISFACTORY BACTERIOLOGICAL TEST RESULTS Q 3'12.00 FEE - J (FUTURE) _ ■ M. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS DEPARTMENT AT THE A' ///�� >❑ POTENTIAL FUTURE 'o I".,l[ _\---[ I.1[ 14 , U 3 .9''I - = CONTRACTOR'S EXPENSE.THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE r r INV CATCH BASIN- 1�..1.� YMCA ADDITION TYPE WITH OPEN RIM SING CB '313 D '� 7 CA GRATE&MATERIAL 313 - RIM(31142 vERIIF'0 , • _ F.a[ �1- aTE _ - - _Q FOR EACH CONNECTION.THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME (A SEPARATOR-SEE DETAILS 1003 7 AT WHICH THE CONNECTION SHALL BE MADE. 7 Lu (FUT�URE)E 30599TP/I'P 30'2'W NV 307A o 0 311 B N. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. L t LU AND 120 HDPE 304.70 (312) c C J 12.. HD PE 303.20 0� 3 YMCA _ -n O. A PRE CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION.THE G 0 - -INV SE 4 PE 305.37 312.52GB LOADING G PROPERTY INV S a HUFF 305.37 IST.TURF ""� ❑ �3n rice CITY OF EVERETT PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO 312.60HP DOCK • (310) d LINE -- /1310I111a7 �' 0 131 COMMENCEMENT OF CONSTRUCTION W z 306.33 - _ -31334TW'/ 310.41 `5^ry\mg (312) 3 • 31T TDOGB ; 3 �.30 w W LIMIT OF 306.49 31z 3srw 311 A �� 30� P. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A �I (3oa.a3T vERIFv) CONSTRUCTION 5.00' PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. H - 310 4 310 a2 __-�- \OV _ 313.1 3 VE�� I Q MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE AND LLJ 0 d2 (3iz) - / ea°3 oa•E _-.�3o9.e6 i to.z4 'I �N 31 S55es0 0 �;09 NON-POTABLE CONVEYANCE SYSTEMS L.L w Z_ ' ON LL '0997 p.� q�yp 3 19 312500' 0 312 3 276a B18, 1" __----_ ----- - - - -- 13�) 310.147C�' R. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS DEPARTMENT PERSONNEL ONLY.ALL > O i' �+e..d p�513 -�' -.� -- ----- - -------- ��*'/(3tz) 3 090G8 VERIFY) VALVES,NEW AND EXISTING,SHALL BE ACCESSIBLE AT ALL TIMES. 309.96 13.4 w u' �1�^ Y 3tC a6" ( 1� S. SEE GENERAL NOTE"A"ON DEMOLITION PLAN REGARDING LOCATING EXISTING UTILITIES PRIOR TO Q 30587 ER 3; --' CONSTRUCTION. 1 1 1 / W ` 'I� once z 3 3 310.03GB 312.06TW 31114C? _ 31048 >j� i � $V II \ 310 31062 11. H3 f 06 9 3 �_ N U.1 310.9 Q () (306) / O 312.00 FG 31 L45 371.59 \ p / ^ S / I m 1¢ (,0,.9 PLAN NOTES-GRADING,DRAINAGE&UTILITIES PLAN \ 3048Z 305.89 / CI 1�.� �� 310.49 =o (BY OTHERS- 312.66 wj VERIFY) i �� va.NSPwEg x 'yys, 31o.s; _ IRRrvPOF3) __ �31o95LP/GS -313.4 I� I Q END CAP u H vJ g05 50 voo ��' , \ i�' q1 ,`SQ, 310.90 f 3 f�? ____ ........SD II 310.71 TC O �, ' �s ' 3m.31 4 A n ��109a G P "- CATCH BASIN TYPE IL ,7 I 31083 © STORM CLEANOUT-SEE DETAIL L4.1.RIM 308.71 �f A 0 1 WITH OPEN GRATE SEE EXIST.TURF 72 INTERCEPTER SWALE 3116 `,, DETAILS 1003 AND 1206 © TWO WAY STORM CLEANOUT-SEE DETAIL 1205 Z3TW TO REMAIN IN PLACE , RIM 311.30 31270TC/HP 31035® O 313.66Tw�` INV W 12"PVC 30&34 _ O STORM CLEANOUT-SEE DETAIL 1205.RIM 310.24 UNTIL ENTIRE SITE 206TW 31266W INV SE 4"PE 309.UI \ .� STABIDZATION-SEE '-3% 311.74GB ' 311.51 GB ' TESC PLAN `, 31088 311 09 & INV.E 4"PE 30901 �I Q �n \ \ 311 23 ___ `3. - 311.32G6 © QUICK COUPLING VALVE-SEE DETAIL 903.RIM 307.15 PROFESSIONAL STAMP d M 1 CATCH BASIN ' ------- 311 fi4 IRR c_ TYPE I WITH (314) 311.64 (311 2TC- U-1 Z ` SOLID GRATE& `� `. 313.66Tw ��y RI ) O QUICK COUPLING VALVE-SEE DETAIL 903.RIM 309.15 n❑ J „` O nM 1 307..; MATERIAL SEPARATOR 3 90 31195` �,1195 a RIDGE 31 310Vlg dd b V+ 3 ` 3pv]g CE+TER VR ` 311.85 "� I 3 Q QUICK COUPLING VALVE-SEE DETAIL 903.RIM 312.40 -SEE DETAILS 1113 } �� \ `702 AND 1206 ^i Q 1 \ RIM 306.35 °o e 1 MATCH ELEVATION OF EXISTING ADJACENT PAVEMENT OR GRADE 30967GB INV E 12"304,02 \ EXIST.TURF O MATCH ELEVATION OF EXISTING TOP/BACK OF CURB 313.8cn EXISTL.TURF �j (INTENTIONALLY OMITTED) g ' j I MAERK H�ARRISON =3 4.5 s121zGe (INTENTIONALLY OMITTED) z \ EXIST.TIJ lF g 313.25GB " I +s�°k 31168PT 301 'S0 - 1-11.30, 311.32 �311.59 N 313.66TW ,ExISTING sT INLET( ) - 311 a0 e'314$ 313.35GB ® 2 LF 12'DIA HDPE STORM DRAIN-@ 0.000 GR(LEVEL).SEE DETAIL 1003 Q RIM 30388) O /�311.65 31197 4 3120] _ _Z," 31222GB DRAWN BY'MH `` 310.]3 31090 "314.2 31166 311.97 310.90 �� /� 31207NP 'Oa 2 314sou _31200 145 LF 12'DIA PVC STORM DRAIN @ 0.0272 GR-SEE DETAILS 1003 - 312zarcRP ® CHECKED BY: MH '11 31 3 311.23 Q , "2 31225GB Jy i 3m.2 `\` --BD•- , ��,P F 31198 M a (312) / (3nIF'rc- 125 LF 2'DIA PVC IRRIGATION LINE DATE: 2021-03-10 i S � 1 31 z01 G8 �31t 81 ' •�' `?314) �i _ _ 145 LF 2 DIA PVC IRRIGATION LINE M \ o" �0, 310.58GB \ * 31209G8 „f lid S . spp � ® ISSUED FOR O i P� 31242GB (371TC- ' E[� w --- 3 B' O\ u a _�- vE IFXI 52 LF 4'DIA PERF FLEXIBLE POLYETHYLENE DRAINAGE TUBING-SEE DETAIL 1203 v �' ti � b� PERMITS 10.8 -- f F\ 2'6 313.06TC- _ N IyJJ g 31 7oLP - - - V IFVTC STORMWATER INFILTRATION FACILITY-SEE DETAIL 1209 r 31 3GB N BRIE 312.33 313 31.3sGe 313.5_ - _ - 312 7O3 REVISIONS: Q c wo m o oQ � 312110LP[ 11 97 - - n JD 95 LF 4'DIA PERF FLEXIBLE POLYETHYLENE DRAINAGE TUBING-SEE DETAIL 906 (314) I ( 312.4 311.8 10 40 LF 2"DIA COPPER WATER LINE.ALSO SEE PLAN NOTE 31-THIS SHEET 0 \ ^ \� ------ PROPERTY2. (n \ .5� 312.Z3 - M `LIMIT LINE 313.0 .-jyZ,q S/ 40 LF 4'DIA HOPE STORM DRAIN @ 0.0593 GR 0 312, / 314313 / / $ / CONSTRUCTION - - - i (31.4-vERIFvI= GL TAP EXISTING 8'DIA.WATER MAIN IN STREET.SEE DETAIL 901.ALSO SEE PLAN NOTE 31-THIS SHEET IT LU // EXIST.TURF 31 i (o4szTc ---313.5 � s LL - V RIFY) (310) \ / EXIST.TURF METERED WATER SERVICE.SEE DETAIL 1207.RIM=305.10.ALSO SEE PLAN NOTE 31-THIS SHEET 0 (30B) EXIST.TURF / IT DOUBLE CHECK VALVE ASSEMBLY-SEE DETAIL 1208.RIM=305.27 5 - I (306, (+3ta.75) - ^1''�r )" ['(_ ACCESSIBILITY LANDING AREA,NP DO NOT EXCEED 2 0%SLOPE IN ANY DIRECTION �8 JIT\ L311-VERIFY) __ _:-. Nga"3s'o0'E I, SEE GENERAL NOTE 5 ON DEMOLITION PLAN 9 415 LF 4"DIA PERF FLEXIBLE POLYETHYLENE DRAINAGE TUBING-SEE DETAIL 702 d (r'� 54 LF 4"DIA PERF FLEXIBLE POLYETHYLENE DRAINAGE TUBING-SEE DETAIL 1203 z SEE PLANTING PLAN FOR EXISTING PLANTING ALONG NORTH PROPERTY LINE 0 NORTH TWO(2)6"DIA PVC SLEEVES.INV ELEV=18"BELOW FG OR TP.EXTEND 12"BEYOND EDGE OF PAVEMENT O0 20 40 60 80 SEE LAYOUT AND SITE FEATURES PLAN DWG.NO. OF 14 U n �^ Q SCALE IN FEET N W 3 ® WATER SERVICE LINE,TAP,AND METER SHALL BE INSTALLED BY CITY OF EVERETT CREWS UNDER A SEPARATE UTILITY PERMIT - ------- --- I ® INTERCEPTOR SWALE TO REMAIN IN PLACE UNTIL ENTIRE SITE STABILIZED-SEE TESC PLAN L4.0