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HomeMy WebLinkAboutR-376211-M 3 50+00 Z F�1 re! 6199000040 Jit± Of- _pN�S�I °Via ;�V# \ E SHEET DT -01 TRANSITION CURB DETECTABLE; WARNING STRIP - BEGIN ROAD AND - -SIDEWALK IMPROVEMENTS _ STA. 50+90.37, 16.00 RT._ EL=503.68' ov/'tR�6HloE�1 eq�e 504. from Ir'y. ASPH RAMP 'pTCG� 6198400242 6199000141 O N +y�vM M L00 H LII s s- ZW ° �- J N _ H CN 2 Waft Days BW we You Dip 811 DIt las OIIdilil LOCOM Cw*w ODATM.ORWA) A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 6199000041 6199000120 CB #3, TYPE 2-48"0 6199000125 W/SOLID LOCKING LID F7TYPE 2-48"0 STA 52+76.92, 5.00' LT 51+91.75, 17.72' RT 10 fE I 1 =497..11 I =497.71, 18"0 104.38 0( V1 STA, 52+20.00, 120TH AVE E= 97.71, 18"0 98.18, 18"0 1�1 = STA. 14+77.42, ROAD O� t 98.18, 18"0 Wi CIO RIVEWAY APPROACH PER -Vol V" a Q�. \8 DETAIL ON SHEET DT -01 192 LF, 18"0 (TYP.) ® S=0.50% - P - _PROPOSED ASPHALT ° .N 4 END ROAD &SIDEWALK IMPROVEMENTS \ IN R/W STA. 53+84.76, 16.00 RT. t--( EL.=505.58' " 5 • a ", 10'1 REMOVE EX9 LF18"0 SD M , 51+00 : SO CULVERT V SAWCUT LINE I_ _ 52+00 ® S=0.50% ` I 504.18 _ I = _ _ _ I , 5 53+00 503.95 - _ - 504.38 _ 504.52 504.65 504.79 _ 505.0 5. 505.33 _ T r -16'_-x--•.._ -� 1' s.. x s (505.45 x505.58 x505.71 504.15-x, • 5' �ISEE SHEET PN -01 SEE SHEET RD -04 FOR ADA CURB RAMP INFORMATION, (TYP.) SEE SHEET TRACT A (STORM DRAINAGE) PROPOSED JPROPOSED CB /2, TYPE 2-48"0 W/SOLID LOCKING LID STA 54+68.69, 5.00' LT TG=505.51 IE=496.75, 18"0 IE=496.75, 18"0 CONTRACTOR TO VERIFY LOCATION & DEPTH PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF ANY 61984003400 P ROAD A SEE SHEET RD -02 120TH AVE. S.E. (RESIDENTIAL ACCESS) 61 189 LF, 18"0 SD ® S=0.509, 60' 56+0o a EXISTING R/W- I- - I ----F- - 0 25 LF, 18"0 S ® S=1.30% 3709600500 120TH AVE. S.E. (RESIDENTIAL ACCESS) 0FlRST SUBMITTAL 1 SECOND SUBMITL 2 THIRD SUBMITTAL NO. 505.20 j SU5.11 505.32 505.45 5' SIDEWALK 26 LF, 18"0 SO 506.24 -® S=0.50% - - - BEGIN SIDEWALK TRANSITION- STA.=53+63.80, 24.50' RT. CB %4 TYPE 2-48"0 STA 52+60.46, 14.66' RT TG=504.96 IE=498.34, 12"0 IE=497.84, 18"0 IE=497.84, 18"0 17 6199000160 CB %1, TYPE 2-48"0 W/SOLID LOCKING LID STA 56+57.64, 5.00' LT TG=502.40 IE=495.81, 18"0 IE=495.81, 18"0 CONTRACTOR TO VERIFY LOCATION & ELEVATION PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES 57+00 �- I- - CB, TYPE 2-54"0 56+73.85, 14.43' RT =502.20± 495.48, 18±"0 NTRACTOR TO VERIFY LOCATION ELEVATION PRIOR TO CONSTRUCTION 6198400340 6199000141 `7.0.1¢. OfiON SNA ruF�t`glll �y�21ND/0✓� l� v M SW. los 1 w 1 w 11w I 54+00 FeG rw Way. WA 98003 ELEVATION ,•Y " a <R-0_ Inti www.esmcivil.com," 505.07 TIE INTO EX. J N SIDEWALK m GNI E"Wnwrep LonE $urr•ylnp LenC FwW F"Olb orY" I Fn)•cl u•oanM"MH I 1a.a."ew Mnacw. ESM JOB #1670-003-013 ROAD A SEE SHEET RD -02 120TH AVE. S.E. (RESIDENTIAL ACCESS) 61 189 LF, 18"0 SD ® S=0.509, 60' 56+0o a EXISTING R/W- I- - I ----F- - 0 25 LF, 18"0 S ® S=1.30% 3709600500 120TH AVE. S.E. (RESIDENTIAL ACCESS) 0FlRST SUBMITTAL 1 SECOND SUBMITL 2 THIRD SUBMITTAL NO. 505.20 j SU5.11 505.32 505.45 5' SIDEWALK 26 LF, 18"0 SO 506.24 -® S=0.50% - - - BEGIN SIDEWALK TRANSITION- STA.=53+63.80, 24.50' RT. CB %4 TYPE 2-48"0 STA 52+60.46, 14.66' RT TG=504.96 IE=498.34, 12"0 IE=497.84, 18"0 IE=497.84, 18"0 17 6199000160 CB %1, TYPE 2-48"0 W/SOLID LOCKING LID STA 56+57.64, 5.00' LT TG=502.40 IE=495.81, 18"0 IE=495.81, 18"0 CONTRACTOR TO VERIFY LOCATION & ELEVATION PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES 57+00 �- I- - CB, TYPE 2-54"0 56+73.85, 14.43' RT =502.20± 495.48, 18±"0 NTRACTOR TO VERIFY LOCATION ELEVATION PRIOR TO CONSTRUCTION 6198400340 6199000141 `7.0.1¢. OfiON SNA ruF�t`glll �y�21ND/0✓� l� v M 4O 0 54+00 m ELEVATION s " a os.56 W Zw 505.07 TIE INTO EX. J N SIDEWALK SEE "BOB SING PLAT" FOR PREVIOUS OFFSITE ROAD IMPRO ENTS PRIVATE JOINT TY ESM -T. (TIP.) 98400300 DRIVEWAY APPROACH TABLE LOT III STATION - OFFSEr - ELEVATION 17 " a STA.=52+79.12, 16.00' RT. 505.07 *SEE DRIVEWAY DETAIL 3-004 ON SHEET DT -01 UTILITY CROSSING TABLE OPROPOSED 8"0 WA BOTTOM=501.00 PROPOSED 18"0 SD TOP=499.57 OPROPOSED 8"0 SS TOP=493.32 PROPOSED 18"0 SO BOTTOM=497.97 OEXISTING 8"0 WA BOTTOM=501.45 PROPOSED 18"0 SO TOP=499.18 ®EXISTING GAS BOTTOM=501.89 PROPOSED 18"0 SO TOP=498.96 OEXISTING GAS BOTTOM=501.98 PROPOSED 18"0 SD TOP=498.25 ©EXISTING GAS BOTTOM=502.04 PROPOSED 18"0 SO TOP=497.97 OEXISTING 8"0 WA BOTTOM=501.45 PROPOSED 18"0 SO TOP=498.03 ®EXISTING TELEPHONE BOTTOM=501.43 PROPOSED 18"0 SD TOP=498.02 OEXISITNG 8"0 WA BOTTOM=500.90 PROPOSED 18"0 SO TOP=497.92 10 EXISITNG TELEPHONE BOTTOM=500.84 PROPOSED 18"0 SO TOP=497.77 n e 4 SCALE: 1"=20' HORI2. 1"=5 VERT. 20 10 0 20 40 KEY MAP STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCN INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CIN OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CIN WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCN INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCN INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CIN TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCN INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CIN INSPECTOR. 4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) (NOT FOR MAIN CONVEYANCE) I N 0 z me � a " a 3 mz m m m c m m � QN D I N 0 z me � a s o a mo m m m c N a n� � R v z 3 m 3 N � W z m I � I ]7 I N 0 z � a s °> 1 m m W c N a N � CHECKED FOR OMPLANCE TO CIN STANDARDS I n 8 O R=3162110 9=° gin m� ESM 3/28/14 wxvErm: CITY OF RYLEE'S PLACE 08/18/201 ESM 6 OS l4 oEsxam. 1 "=20' �� �neoa� ESM 7/17/14 LGB R E N TO N ESM /16/14 °"" WR ROAD AND STORM PLAN AND PROFILE wnw ao � � DATUM z CXEp®' AT rul usruc Planning/Building/Public Works Dept. RD -0J IF .CME Ndl REVISION BY DATE APPR •PPgp'E° p•" � ya:71