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0 <br />C) <br />i <br />0 <br />0 <br />U <br />i <br />/ <br />0 <br />ry <br />rl- <br />/ <br />0 <br />0 <br />U <br />/ <br />0 <br />T <br />0 <br />Ln <br />0 <br />0 <br />N <br />0 <br />N <br />i <br />0 <br />0 <br />0 <br />0 <br />N <br />/ <br />U <br />E <br />0 <br />U <br />1 I E <br />JUG LEGEND: <br />CB (10147) c� <br />RIM 524.03 <br />~ PROPERTY LINE <br />4" PVC IE 521.64 64 (W) (W) <br />4" PVC IE 521.63 (W) <br />12" CONC IE 521.56 (S) °1 MAJOR CONTOUR <br />12" CONC IE 521.46 (N) <br />FOUND PUNCH IN 1-1/2" 538 MINOR CONTOUR <br />BRASS DISC IN CONCRETE 0 <br />MONUMENT IN CASE, <br />0.5' BELOW RIM p� 0 STORM DRAIN PIPE <br />SSMH (10149) (7/14/21) 00 <br />�IYIIVoLSo������c�J��c�Jo� RIM 527.74 .s• -526 <br />6" PVC IE 517.70 (W) /. �, ■ CATCH BASIN, TYPE 1 <br />8" PVC IE IN (S) <br />8" PVC IE OUT (N) �Q ICV <br />RIM 529.44 <br />CTR CHANNEL 517.59 CB ( TBM ' © CATCH BASIN, TYPE 2 <br />9.44 p <br />12" CONC IE 526.74 (S) EL=5, <br />8" PVC IE 526.69 (W) / BIOPOD (BPT-412) <br />CONNECT WALL0341)- 12" CONC IE 526.60 (N) <br />NI� 531.84 CB (10151)6' P�p� (W) RIM 529.22 R-TANK (HD DOUBLE+MINI) <br />R-TANK 4 CATCH BASIN, 6' P;AI <br />��jj��� 4 SE 8" PVC IE 526.76 E <br />FACILITY C4.20 C4.20 SOLID LID " CONC 8.81 E ( ) <br />(C:4i2l) * ` >6 A Fo <br />y��p � NDa�H <br />93.17'(R18cR2-HELD) FOUND 1/2" REBAR W/ CHILDRENS ll�oll�lo�o°0C1�.- �00 UN BP T 12B A `' �� - 528_� <br />CAP H&AI LS 28074" PLAY EQUIPMENT TRASF 4.22 C4.10 BASIN RIMSDTOANFSH 0 STORMCHAMBER (SC-740) <br />9 3.09' (M) 0.7' BELOW GRADE x GRATI) 0.0' X 20 <br />OB N. 0.1' X W. 0.1' ROLL GATE S� (ORDER J ENCLO�S t /��. o W 0 1, \ 0 <br />(7/20/21) / / 6' CLFN c; ^� 0 <br />h (7/15/21) <br />i-- - - - - _ _, --- - -_-- LF�J NOTES: <br />I I I \ i 2 _ 36- - - ss� s, o ✓ 1. RAISE EXISTING CATCH BASIN RIMS TO FINISH GRADE PER DETAIL <br />3, SHEET C4.20, TYP. <br />CONCRETE & <br />�A) - ' TREE, S _ ND APE RAMP` STEEL TRUCTURE H C4. ' 2. STORM DRAINAGE PIPE SHALL BE CPEP UNLESS NOTED OTHERWISE. <br />1" DIA X 1'�TALQCONDUIT s <br />7' CLFNC (NE) / I FOR DETAIL (TTYP) _ <br />8' CLFNC (SW) / I - � \ GAS UTILITY � \ <br />4 �PAINT "NO SIGNAL' Q LID �• .O <br />' FOUND 1 /2" REBAR W/ / I TO EAST I (1047 ���0" ICV ``4• / TB1( 08: <br />�6 (C-HELD) CAP "TRP ENG 33125" / / ---- I / 1 <br />a - - (N / RIM 528.4 <br />)4.54 R2 0.1' ABOVE GRADE 546- YD 105 3 s. <br />( ) - ( ) 12" CONC <br />OBS: N. 0.0' X E. 0.1' / / I / I I I - I S� IM 540. 5 pQ NG $ 12" CONC <br />(7/20/21) ' I ��542 4' VC 5 0.22 (V s <br />-- __ D N <br />0 <br />470.86'(C) 1470.93(R2)SD JTILI PST <br />Y <br />/ I CLFNC AREA / <br />86'(C-HELD) 470.93'(R2) TO <br />/ ♦ I - - ♦ `� ? 1 �L IV_1 1 T� S SSMH (10152) <br />/ ♦ ` I _ _546- FFE=545.9' ♦ WHERE DOES T IS PP E CONNECT. d��� - d- E G C j RIM 531.16 <br />CB (10804) <br />Q CONCRETE � STEEL 532_ 8" PVC IE 520.69 (E) <br />( ) COLUMN RIM 545.32 <br />/ CB 11005 0® 4" PVC IE 543.04 (N): ♦ WALL �, S d � n GATE ��' ��. \ , / 8" CONC IE IN (S) <br />�1 RIM 544.03 d �` Ln rn r� <br />8" CONC IE OUT N <br />TIMBER 4" PVC IE 542.57 (S, - Qo �� PST h ECT LL \ <br />6" PVC W/ EBOW IE 542.66 (E) CTR CHANNEL 520.65 <br />TOP ELBOW 543.58 STEPS 4" CPP IE 542.37 (S; s \ NA TO ° \ <br />CONC IE 542.20 (S; �< dQ. Q s S11N CATC • <br />aSO ..a4:a-FE=5�5.8" . P�. B 1 43 BAST (TYP) SSMH 10425) STORMCHAMBER NOTES <br />s • ���� / <br />� � ♦ / a � RIM 530.2 <br />GATE ?� ALL CHAMBER SECTIONS AND END CAPS SHALL BE STORMTECH <br />5 G' O b 6" CONC IE 2.02 (N) 1. <br />CB (1 004) aj'�� 0 o I 8" CONC IE IN <br />1cv �� `/ > SC-740. SEE DETAIL 9 ON SHEET C4.22 FOR SC-740 TECHNICAL <br />D 9' CLFNC OUTLET RIM 5 3.95 8" CONC IE OUT (W) <br /><v Uj �� �l l 6" PV W/ ELBOW IE 542.78 (S) 00 } �� 1.. / CTR CHANNEL 521.97� SPECIFICATIONS PER STORMTECH. <br />40 co FFE=545.8' BOTT M ELBOW 542.10 ' R 0� B (10084) <br />� \ / SDCO KING" CLF W SOLID LID <br />`� CB (20627) CONCRETE (No P E WEST) NTP _ / / 2. ALL FILL SHALL MEET THE REQUIREMENTS SPECIFIED IN DETAIL 7 <br />Tp)m-.2 050700�300400 °0- I 1 STORY MASONR BLDG 6" DIA. CbNNECTION. C - 534- / RIM 533.11 <br />10" DIA. STRUCT. ALL o 0 0 8" CONC IE 531.35 (E) ON SHEET C4.22. FILL SPECIFICATIONS ARE PER STORMTECH. <br />�p� 0��00 BOO �% oO oO�3OO OO �%OO 0 ON CONCRET LAB O � <br />♦ RIM 545.54 SEE MEP F 12" CONC IE 527.68 (S) <br />` *STRUCTURE FULL OF SDCO (20590) 7802 EVERG EN WAY ) A, 12" CONC IE 527.65 (N) 3. MANIFOLD SYSTEM SHALL BE CONSTRUCTED USING 6 INCH <br />8' CLFNC DIRT, UNABLE TO ASBUILT RIM 545.74 EVERETT, 98203 N ' <br />FLAG (E) �� CB 10083 <br />/ I TPN:2805; 00300700 6" PVC IE 542.49 (E) FFE-54 .8' GE=571.7' POLE j d 1 RIM (532.94 DIAMETER PIPE AND PERFORATED UNDERDRAIN SHALL BE <br />- / - CB (2o6ob> FFE-545.8' v Y DAI M C •2 8" cONC IE 531.34 (W) CONSTRUCTED USING 6 INCH DIAMETER PERFORATED PIPE. <br />RIM 545.N = 4 . ' SDCO SS CONCRETq E ETT" AMB <br />6" PVC IE 5444� SS �E)* RIM 545.82 WALL CV <br />SIGN SC-7 4 CHAMBER SYSTEM FOOTPRINT SHALL BE NO LESS THAN 2163 <br />�/ *4" PVC FROM,-C�.(20601) 6" PVC RIDGE=571.2' \ A 4' CL C RET �� SC-7 <br />TY ICV SQUARE FEET. <br />SD IE 542.70 (W) 1 FE=545.8' FFE- BIB W ��'� <br />CONCRETE BLOCK SD <br />1 AND MORTAR WALL $ YD (20545) 544.9' c '``' NEC LL 5. CHAMBER SYSTEM BOTTOM AND SIDES SHALL BE LINED WITH A <br />lb* <br /><... .s : < • .. SD RAMP RIM 544.49 M 3 .27 ; <br />s 1 \ WOVEN GEOTEXTILE LINER PER DETAIL 8 ON SHEET C4.22. <br />? s S 10" DIA. AREA C 1 535 -536- <br />rn - - .- = - - - -1 - DRAIN ® AXIS CATC <br />} CB (20 1) = SHUTOFF PA <br />/ FFE= 46.0' LFFE=546.1' RIM 545.34 546.1' SDMHUWT o ) SWITCH <br />4" CONC IE 544.27 (E) OIL/V , ANE�EP PAVERS - ® IC <br />\ RIM 545.82 0 NO A IN <br />96 COLUMN 4 LFNC REA F AL <br />ON CONCRETE SLAB 6" PVC IE 543.83 (E) *UNABLE TO ACCESS PIP S <br />4" PVC IE 543.78 (W) & BAFFLES, STRUCT FILL D (1 1 DT <br />`♦ o� WILL IL \ • T-1 STRUCT / ID <br />d ` 1 Q UI 5E T <br />S P E <br />-ICLFNC CB (202 0) / \ ROA SED ��\ PO SM ICV <br />` ` RIM 547.32 4' CLFNC R \ 06 8 V <br />\ I -�5 _ 8" DI IE 545.04 (N) / \ 0 <br />BLA 200109070551 LEGAL 50 � `S 5 SI K <br />4, CLFNC (EAST) C. RE5 009 <br />FOUND 1/2" REBAR W/ I ( ) / <br />"CUSTOMER <br />4 CAP "TRP ENG 21410" PARKING" 1 <br />OBS: S. 0.1' X E. 0.1' R1 LOT LINE M <br />(7/20/21) ' - N 2°48 49. M ��� M <br />TpN o2 0 050700300000 S82°48'49" 4.9 ' R) • j T , I �j42 <br />E 444.97' _ <br />(R1) 15' <br />4 80, <br />0.9 9' <br />1 0' <br />3 15'/ <br />--L �� 80, <br />30' INGRESS/EGRESS ESMT. <br />REC. NO. 199911010711 a <br />AMEND. 201611140667 FOUND MAC IL / 1' <br />W/ LS WASHER <br />16'X80' INGRESS/ EGRESS/ "HARMSEN INC LS 28074" <br />UTILITY ESMT. OBS: N. 0.1' X W. 0.2' <br />REC. NO. 199911010711 (7/13/21) <br />j <br />CB (10155) 542 <br />RIM 540.92 _ P <br />12" CONC IE 537.57 (S) \ <br />AIM mmm <br />AIM mmm <br />AIM mmm <br />4b <br />CS? <br />(_ +Ell <br />- -538 _ �� z \ <br />SO TBM 'B' <br />EL=537.88' <br />ICV <br />/ 1R <br />ICV <br />l540 CB (10085) <br />/ RIM 537.60 <br />12" CONC IE 533.61 (S) <br />12" CONC IE 531.83 (N) <br />18" CONC IE 531.78 (W) <br />12" CONC IE 537.56 (N) O� _ <br />CB (10158) S <br />RIM 541.79 P <br />8" PVC IE 538.78 (E) <br />�O a� <br />CB (10157) <br />RIM 541.94 <br />CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY <br />GAWP Tip Call 81 <br />CHECKED BY APPROVED BY * . two business days 16015th Avenue, Suite 1600 <br />KEC JDE before you dig Seattle, WA 98101 <br />DATE 206.622.5822 <br />03 30 2022 www.kpff.com <br />SCALE: <br />REVISION J 0 B No.: 2100507 AS SHOWN <br />s SSMH ) \ <br />< RIM 542.102.10 <br />8" PVC IE 531.39 (E) <br />% 8" CONC O ( \ <br />8" CONC OUT (N) <br />CTR CHANNEL 531.39 <br />a <br />317 <br />I S ER$a <br />`r'?IONAL <br />03/31 /2022 <br />LMJ HYUNDAI <br />7800 EVERGREEN WAY, EVERETT <br />OVERALL STORM DRAINAGE PLAN <br />0 15' 30' 60' <br />1 inch = 30 feet <br />SHEET <br />C4.00 <br />