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Home My WebLink AboutR-376220A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 120TH AVE. S.E. SEE SHEET RD -03 STA. 12+97.50 TO STA. 13+83.00 SIDEWALK AND LANDSCAPE STRIP SLOPE TO POND. SEE CROSS TRACT A SECTION SHEET DT -01 (STORM DRAINAGE) I 60' EXISTING R/W ; SCALE: 1"-20' HORIz. 1"=5' VERT. 20 10 0 20 40 CB #7A, / I I SHEET PN-Ot----- I W J I �! �ry CB #fi, W ` SEE SHEET PN -01 - (- i J CB #11, TYPE 2-48"0 _ ..v , - I Q STA 12+83.24, 10.22' LT __-_----- ^7� �, B #fi, TYPE 1 - ; I ~ I - = z _ w ROTATE STRUCTURE 180' - - + !I I w W CB #12, TYPE 1 II,U W/ THRU CURB INLET' -�- !'� 'I ADA RAMP #1 SEE - W z 82 LF, 18"0 SD _ AND 81 DIRECTIONAL GRATE ", N = w Ci STA 13+72.73, 9.22' LT STA 14+32 77 9.95 LT I ' I , N STORM NOTES: Q / I r KEY MAP w DRIVEWAY APPROACH PER'--- - - --- 1. 'Y- ✓- R 25 / %I 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON o J DETAIL ON SHEET DT -02 - -- ----- _ ADA RAMP #2 SEE ,' �,' i c LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL a a (TYP.) -- -- .SHEET RD 04 ,I ! I ! ! CB #7, BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. - - - _ I ' SEE SHEET RD -03 COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE �+''. ` 5' SIDEWALK `: 4 I ;� - DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE ,� REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL W �; 91 LF, 12"4 SD i I L r _ ALLOWABLE PIPE MATERIALS BUILDING PERMIT FOR EACH LOT. _I _ - I I 1 REINFORCED CONCRETE PIPE 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED o } N -- -- -- -'- - -- - - -- `-- ---' - - - - li - I"' I MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. R 35' 18 LF, 12 0 SD 20 LF 12"0 SO _ - 2. DUCTILE IRON TER SUPPLY, LASS 50 OR ) 3. BE VIDEOED FOLLOWING INSTALLATION PER - T I I ! r (W LY C STORM FOLLOWING EPROCEDURE: L z N m _.... 3 PE ALSO H = 1 _ _ KNOWN AS HDPE PIPE OR HPE (SW A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN TT1(n o_ -- - ----- I ': I E DPP) INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCN INSPECTION o 1*��I "" PROPOSED WATER I < l -I_ L PROJECT STORM DRAIN LINES AND CONNECTING SOLID WALL POLYETHYLENE -- _ _ SHALL INCLUDE AL I ;;-,I - -- -- „! _ _ 4. CORRUGATED POLYETHYLENE PIPE (CPEP) CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY 3 5' SIDEWALK �'_ - -� '�" INT'X (NOT FOR MAIN CONVEYANCE) OWNED MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER 0 1 N-------------------------------- ---- --- ----- - sr 52 4 12or p ... ............ .. - _ = A. + H AVE S.E. I I I STA. 14+77.42, ROAD A DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE R 35 I ; /, > 00 STRUCTURES SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE i . ,..... _ _,. .� _ _ - ;� J � WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE TTY WILL I S S C D P i _ _ ADA RAMP #3 SEE l i CB DRIVEWAY APPROACH TABLE ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE 0 ' ` - SHEET RD -04 R=25' 1 _ #4, BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS t JOINT UTILITY o \ '! ! _ SEE SHEET RD -03 COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH 10' PRIVATE JOINT TRENCH (TYP.) T G I / I PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM UTILITY ESMT. (TYP.)CB #5, TYPE 1 I I 4 LOT # STATION - OFFSET - ELEVATION CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE GO CB #13, TYPE 1 W/ THRU CURB INLET (I APPROVED PROJECT CONSTRUCTION PLANS. TG=510.26 • : B) THE COSTS INCURRED IN MAKING THE INITIAL CCN INSPECTION SHALL IE=506.27, 6"0 STA 13+72.73, 9.22' RT AND BI-DIRECTIONAL GRATE }� _ STA 14+32.77, 10.31' RT ,I- -- TR -A STA.=14+06.09, 10.00' LT. 504.59 BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL r` BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND 6"0 S.D. ® 0.59 1' MAX. FROM BACK OF 1 ! I / '.I 1 STA.=12+54.37, 10.00' LT. 509.52 DURING CCN INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL MIN. (NPI SIDEWALK (NP.) 1 c0 ` co 42 LF, 12"4 SD T - - --- - CCN INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY OFFSET FOR CLARITY iG=s0s.5' , ` rG=Sae.oa ` I „I _ _! CB #3 16 STA.=12+42.29, 10.00' RT. 509.36 BE REQUIRED BY THE CITY TO VERIFY THE CORRECTION OF SAID IE=50✓✓2.488,, 6--"00 l IE=502.18, 6"0 JJ ADA RAMP #4 SEE �- ,{I ! I o DEFICIENCY. 16 I i SEE SHEET RD -03 C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN 1 7 SHEET RD -04 ;i ! f ,�, j s CONNECT 6"0 SO TO EX. ROOF DRAIN ,' 41 * SEE DRIVEWAY DETAIL 3-004 ON SHEET DT -01 THE CCN INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE SYSTEM CONTRACTOR TO VERIFY SIZE, I �j { I DEVELOPER. LOCATION AND DEPTH PRIOR ` TO ROAD AVE. S. E. VIDEO TO BE PROVIDED TO CITY INSPECTOR. ROAD A SEE SHEET RD -03 4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 (LIMITED RESIDENTIAL ACCESS) FOOT. 500 495 - C ROTAI TG=5 PVI STA: 13+08.47 PVI' ELEV: 510.55 HP--STA:--1 2+70.§8 HP'S;. ELEV: 509.80 I K: 16.67 ME IE=500.55 18"0 IE=501.05 12"0 Ca 2 Warl" Days Before You DTH 811Centa ); GRADE 9 EXISTING {GRADE ® CE 0 1 LF. 12"0 TSD IE=501 IE=502.09 6"0 IE=501.59 12"0 520 i 0 SIN PJ,� O j a0 uj n,4 0 -4 M:::a: O NI N!� 515 � NI i PVI STA: '14+20.25 N Np N LP STA: 14+32.77 ? N m - 515 K: 6.26 510- - -��- m -- STA. 14+77.42, w 1n STA. w a=) `� N1 z 504.95. 505 ui a J +0 +0 "+0 U 82 LF n Q®S Iii > 3' COVER 500 495 - C ROTAI TG=5 PVI STA: 13+08.47 PVI' ELEV: 510.55 HP--STA:--1 2+70.§8 HP'S;. ELEV: 509.80 I K: 16.67 ME IE=500.55 18"0 IE=501.05 12"0 Ca 2 Warl" Days Before You DTH 811Centa ); GRADE 9 EXISTING {GRADE ® CE 0 1 LF. 12"0 TSD IE=501 IE=502.09 6"0 IE=501.59 12"0 12+80 13+20 + 14+40 14+80 6' 8'•��y 0 FIRST SUBMITTAL ESM 3/28/14 w,q T� O ® CONSULTING ENGINEERS LLC CR �:G//"•, auoo elnwVmue x"m I ® I10I I y�E '�'y'c1 1 SECOND SUBMRTAL ESM 6/05/14 orsvi� 1"=20' X0�°""''xn""/'a" All, em.w way. M..3 ` ea -s - 2 THIRD SUBMITTAL ESM 1/17/14 LGB REN TON www.esmcivii.com �"°"' 3 MYLAR SUBMITTAL ESM 8/18/14 CJR cw E" m"orcoa m"e su"..K"a m"a Pw""ma ' OHE 1Hpi ' DATUM Pub,ao o �ro4U Nona9em.rR I mm�oPo ame«m� � 111 4 FIELD CHANGE #1 ESM 10/14/14 arec+m ♦r NI LL ' G/BTEµ�� Planning/Building/Public Works Dept. TOf E NO. REVISION BY DATE APPR ESM JOB #1670-003-013 JAI �y� 4.O �M SIN PJ,� j a0 uj n,4 0 -4 M:::a: NI N!� �� NI i PVI STA: '14+20.25 PVI ELEV: 503.85 LP STA: 14+32.77 ? LP ELEV: 504.22 - 515 K: 6.26 - - PEi INT'X - __._.___---LVC: 50:00 - STA. 14+77.42, _-. ROAD A : - 1n STA. 52+20.00, 120TH AVE S.E. `� N1 d: ELEV: 504.95. 0 � ui a +0 +0 "+0 510 �2w, �w n Iii > 3' COVER m v- :. a ->Q m (MIN.) N w m --- - - - - ----- -- -- .00 y - -- - --- - - - -- r- --- --- -- ..-..._ ..... 42 LF, 72 0 SDI. 500 .. ®-5=0% 0 s=6.50%: 0 . -1 - - - - - -- i - C8 #6 TYPE W/ THRU CURB INLET 1 AND BI-DIRECTIONAL GRATE ( - TG=504.01 IE=499.11 12"0`' ! - �9 ..._-CB- - 5� TYPE._t / W/ THRU CURB INLET CB TG=504.96' 4 TYPE 2-48"0 - - Ri \ AND BI-DIRECTIONAL GRATE (` - IE -498 34p 2"0 TG=504.01 IE=499.01 12"0 _IE=497.84 18"0 IE=499.01 12"0 IE=497.84 18"o - 12+80 13+20 + 14+40 14+80 6' 8'•��y 0 FIRST SUBMITTAL ESM 3/28/14 w,q T� O ® CONSULTING ENGINEERS LLC CR �:G//"•, auoo elnwVmue x"m I ® I10I I y�E '�'y'c1 1 SECOND SUBMRTAL ESM 6/05/14 orsvi� 1"=20' X0�°""''xn""/'a" All, em.w way. M..3 ` ea -s - 2 THIRD SUBMITTAL ESM 1/17/14 LGB REN TON www.esmcivii.com �"°"' 3 MYLAR SUBMITTAL ESM 8/18/14 CJR cw E" m"orcoa m"e su"..K"a m"a Pw""ma ' OHE 1Hpi ' DATUM Pub,ao o �ro4U Nona9em.rR I mm�oPo ame«m� � 111 4 FIELD CHANGE #1 ESM 10/14/14 arec+m ♦r NI LL ' G/BTEµ�� Planning/Building/Public Works Dept. TOf E NO. REVISION BY DATE APPR ESM JOB #1670-003-013 JAI �y�