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PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. o <br /> } O y <br /> m � <br /> O <br /> LEGEND °s <br /> - / u --- 3 <br /> -160---- EXIST. TOPOGRAPHIC CONTOUR k <br /> 160 PROPOSED GRADE CONTOUR m <br /> TYPE 1 STORM DRAINAGE CATCH BASIN <br /> \ PR VIDE DAYLIGHT DISCHARGE 0 <br /> III ll II III \I\\\\\\\\ P WALL DRAIN, PROVIDE __ I sp �' TYPE 2 STORM DRAINAGE CATCH BASIN z <br /> RIP-RAP OUTLET PROTFC�ION INT 30+66.39 ROAD C ( ) < <br /> = 42+53.69 ROAD D INT 22+53.69 ROAD B SD STORM DRAINAGE PIPE 12"LCPE T P. UNO 0 3 m <br /> / - -- 4'TALL FENCE(TYP.) =32+22.41 ROAD C 9 WATER METER o <br /> \ I LIMITSIOF/ - <br /> .J1J r m o <br /> W 8"DI WATER MAIN <br /> SS 8"SDR 35 SANITARY SEWER N <br /> ---- A <br /> II XXX FINISHED FLOOR ELEVATION <br /> � I 2 2 20 19 18 17 116(J/1////I//////I////I/I/%�///b�//////%/a rop/////i\/\ I� 4F8F2E.-0 AF8F2E.=0 ❑4F8FE1.-5 4F8FE7.=5 4FF8f1.=5 4FF8E1._5 4F8F2E-._0"4F9F2E.=0 4F58FE2-.5 I', 4F18F2E4.5 4F18F2E3-.5 4F8FE3.-0 3.-010 9 FFE- II I r11iI <br /> I <br /> 6'PVC ROOF DRAIN z <br /> 4FFE . <br /> 483.0 483.0 483.5 14 33.5 I I e LOCK AND LOAD RETAINING WALL <br /> TRACTS II <br /> 9 I ce3 <br /> (ACCESS&U LIVES) TYP i_ ROOF DRAIN C850 ! LELK <br /> 1 II I I' - STUB TYP TYPE 1 I C � ROCKERY R C <br /> 1 I I {l I11 I�II I II - 4'HIGH FALL PROTECTION FENCE(TYP.) �� ��4b� , . <br /> TOP XXX <br /> /I 1 Ill lilll I I I II I II I I nA��BUF�R a of s S SS TOE XXX / /OE WALL CALLOUTS <br /> � TOP T <br /> SS 31+00 1 S $S <br /> 32+00 <br /> W W W - I�-r- - -- ------------------ LIMIT OF GRADING Fssr ` �` O`YM <br /> �1 W �I --------- �� <br /> -_._- __'____ ________ !�i•; __ __ _- __ STORM VAULT <br /> 24 N PRVA " _� • I I I---------� THE AS-BUILT INFORMATION <br /> 6 .5 SHOWN ON THIS PLAN IS PER <br /> I / • STD.PRECAST MANHOLE A FIELD SURVEY PERFORMED <br /> BY MEAD GILMAN ASSOCIATES <br /> AND/OR RECORD DATA <br /> I M25 I. o o I; I NOTES., PROVIDED BY THE <br /> 1.b o •' 76 FFE- -� r I FFE= + __ I 1. ALL DRAIN PIPES(SD)SHALL BE 12"LCPE(ADS N-12)UNLESS CONTRACTOR. <br /> 4eo.5 73 NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. <br /> 4 483.5 J <br /> 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF <br /> \CQNN. TO - I aga• 26� I e STRUCTURE PLACEMENT SHALL BE PRE STRUCTURE PLACEMENT <br /> I _ - <br /> / 4X$T \ \ Z7 os r 72 FtE I FFE- 1 - DETAIL ON SHT. C3.101. z <br /> aeas 3 <br /> 12"Fvc(wpE=aaa.a6 / / / / \ \ \ \ -- T-I _ - - - 1 A 483.5 I 1 3. ALL CATCH BASIN STRUCTURES SHALL BE PER COE STD. DET. 402 0 <br /> AND 405,RESPECTIVELY AND PROVIDE WITH FRAME AND VANED Z <br /> 78 0 q GRA TE., 71 = a i• FFE- ' 1 _ <br /> a83.5 CB4 2� _ 4. SEE CITY STANDARD STORM DRAIN NOTES ON SHT. CO.01 N a <br /> 80t5--1 �s TIP i ae3 .I I 5. ETHAFOAM/RIGID INULATION SHALL BE INSTALLED BETWEEN PIES 3 <br /> 5 q• ❑ - WHERE CLEARANCE IS 12-INCHES OR LESS. <br /> / I�� �)/ 15'PAVED \ \ T 80 asos , ae.ETs a835 I l 1 I 6. ALL LANDSCAPE AREA SHALL BE AMENDED PER GE07ECHNICAL <br /> P A/NAGE ACCESS �� 79 J r 70 - II' f o Ra I 1 I I; I ENGINEER RECOMMENDATION PROVIDED IN THE GEOTECHNICAL 0 <br /> \ FFE <br /> \ TYPE <br /> 5'STRUCTURE f 6 __ aeon J L 69REPORT FOR THIS - <br /> SETBACK(TYP.)I 1 I )I) i� 6 -3- 1 ------------- R -ea- ee- -ea- o <br /> I q; T r jo p ryl 0 <br /> --F�----,� -, a RI - _ 1+a o <br /> WETLAND A \ 1 -, a a � �30 � --------- � � - aaas , I 1 � 0 <br /> " ( I + I 8 a79.5 68 FFE=___--_, 'W. I I ii 41.18 ROAD A <br /> 22,751 SF I I \\\ 1 ;i II II / <br /> T' F 31 I I P = 04+76.70 791H AVENUE SE ~ <br /> 10 BUILDING A 1 V o ii II 1 IL a79.a _ - Ip <br /> v vI �� �� ! 1 82 a7ss 67 ae3s I Q <br /> SETBACK(TYP.) \\ o U <n n 1 1 FFE_I FFE- Z <br /> 47s.5 / ZD LL] Q <br /> 32 83a5 r� �- 83ae3s �/a� a <br /> / e \\11 ? k' a // aFFES�3 l 62 483.5 I ` Cw'3 <br /> EXIST. LIMITS OF ❑s o L I -1 84 4 g 5 E 85 FFE= <br /> DISTURBANCE 1 I �� 1 �. / I III FFE- 61 _ <br /> (EXIST. PARKING) \\ \ " I \ 1 47ss 3 FFE_ 2 ' 4e3. y 1 Q Q <br /> E 85 - r 0 . _ <br /> I a7ss 64 as3s + <br /> 2+ :10ROAD B ROAD A <br /> �• I I I <br /> 0 <br /> -- <br /> SD DETENTION VAULT \ 00 � In •-------- <br /> l 75'x8Ox10'DEEP <br /> / TOP EL.=472.50 <br /> r 100-YR W.S.-471.78 <br /> I <br /> BTM. EL-463.5 a \ <br /> / SEE DET. SHT. C3.20 \ \ I o W 5 W - _ o f J \V <br /> SS <br /> PROVIDE DAYLIGHT DISCHARGE I � SS SS (P IVATE S W W W " <br /> ! FROM WALL DRAIN, PROVIDE I ✓I. _ _ - -- - - �, N CLIENT <br /> RIP-RAP OUTLET PROTECTION I 1 _ ,, J a - - e•T, - _ _ o LU <br /> INT60�00.00OVAULT ACCESS 1 ce15 ce2Dl • •a PACIFIC RIDGE HOMES <br /> 1 <br /> v' TYPE 1 TYPE�i-L ` W <br /> B35 I' y ¢ 17921 BOTH ELL-EVERETT HWY <br /> V\ I ' Q SUITE 100 <br /> \ 1\ 36 E 37 38 39 40 41 42 43 44 TYPE 1 \ = BOTH ELL,WA 98012 <br /> - \ .o an.o ails aie5 an.o 45 46 47 48 54 I a !� e <br /> BIOCLEAN MODULAR WETLAND VAULT \ 47zo FFE- FFE= FFE- 49 50 o 01 (425)438-8444 <br /> / \ SEE DET. SHT. C3.100 1 j ❑ ❑ ❑ ❑ an.a ❑ _ _ _ _ _ -❑I FFE FFE gals fleas 55 56 <br /> _ FFE 51 i 52 <br /> � �___________________ / / I 479.5 480.0 4 0.5'I 481.0 - FFE= FFE= FFE- FFE= FFE= <br /> 479.0 � FFE l <br /> w \ 1 I __________ _ � I 4825 4e3.0 483.0 483.5 484.5 I� i I I <br /> FFE FFE <br /> 77.5 478.0 479.0 <br /> / \ INT 20+00.00 ROAD v y H <br /> s_ 4'TALL FENCE(TYP.) J \ - <br /> o - _ 53+02.21 ROAD E xgo I I I <br /> i m sow / PROPERTY\ \\ INT 40+'60.00 ROAD D ` I I 1 �; CONSULTANTS <br /> LL / \ \\ �51+46-19 ROAD E ` I I Site Planning•CIA Engineering <br /> BOUNDARY(TYPP� 1 I I °° Landscape Architecture•Land Use Consulting <br /> L� GhJatd WA 98(34 11321-B NE�425128 M) <br /> 4,Y 1 h W a Avenue,SuiteC3 <br /> o We.tehee,WA 918I•15091291]]31 w,c phconsu I to nts.com <br /> PROJECT NO. <br /> �I <br /> oQ <br /> 0132-21-028 <br /> iM <br /> N DRAWING <br /> C3.01 <br /> 0 30 60 <br /> o <br /> a ..rrbelow. PLAN IN FEET SHEET 14 OF 45 <br /> x Cail nsrore wv aye. ®2022 cvH coese1-uc.nn Rughte Reserve. <br />