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HomeMy WebLinkAboutR-3762366199000040 93.8 -90- LF, 12"0 SD • s os41 C8 #21, TYPE 1 50+99.329 15.20' STA , RT TG - 503.76 IE -499.44p, 12"03W.01 E 499.409- 1200 46.96 S t TRANSITION CURB 411 .. _. ,_. rli� -.. »..... Y 50+00Z DETECTABLE _ WARMING STRIP �- w BEGIN ROAD AND a co SIDEWALK IMPROVEMENTS STA. 50+90.379 16.00 RT.... ...... __ EL. = 503.68' 504.32 ASPHALT RAMP 6198400242 6199000141 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 C8 #7, TYPE 2-48"0 STA RT 51+93.009 18.27' TG=50.38 504.38 �498:4� IE- 18"0 46.52 IE- 4�8:�t3; 12'00!9 � 4.08 SEE SECTION ON SHEET DT -01 -IE-408.40-v 18*0 4+6.52 TT 1 _,PROPOSED ASPHALT _ --IN R/W REMOVE EX 5 +oo SD CULVERT 6!! 52+00 503.95-N 504.1 6199000120 CB #3, TYPE 2-48"0 6199000125 W/SOLID LOCKING LID STA LT 52+76.319 4.71' TG-&".! :� 505.37 �. INT'X IE -498.04-9 18"0 407.99 NW A. 52+20.003, 120TH AVE S.E. IE=400-91s, 18"0 407.99 S STA. 14+77.42, ROAD A i RIVEWAY APPROACH PER 1.2.5 w ^ DETAIL ON SHEET DT -01 4 92, LF, 18"O SD - 6199000141 505.20-/ \0.!505.11 505.32 STA. =52+79.12, 16.00' RT. 505.07 505.,5. z� 5' SIDEWALK _ ;5.02 LF, 180 SD, REMOVE Ej O S SFII0.64 .. �•��SS PROPOSED 18'00 SD TOP 499.49 STUB EXISTING GAS BOTTOM =501.89 r S. n BEGIN SIDEWALK TRANSITION m STA.=53+63.80, 24.50' RT. OEXISTING PROPOSED 18'00 SD TOP = 499.09 © CB #4, TYPE 2-48"0 STA RT 52+50.039 15.40' tTj TG 504.95 EXISTING TELEPHONE BOTTOM=501.43 Ape IE= , 12"0 408.72 NW SEE SHEET RD -04 FOR ADA Al 18"0 46.18 N CURIB RAMP INFORMATION, •��•/.j SE V 17 Ice 069 'SEE SHEET RD-02,STOP TRACT A (STORM DRAINAGE) 505.20-/ \0.!505.11 505.32 STA. =52+79.12, 16.00' RT. 505.07 505.,5. z� 5' SIDEWALK _ ;5.02 LF, 180 SD, 506.24 O S SFII0.64 .. 506.34 PROPOSED 18'00 SD TOP 499.49 O EXISTING GAS BOTTOM =501.89 r S. n BEGIN SIDEWALK TRANSITION m STA.=53+63.80, 24.50' RT. OEXISTING PROPOSED 18'00 SD TOP = 499.09 © CB #4, TYPE 2-48"0 STA RT 52+50.039 15.40' tTj TG 504.95 EXISTING TELEPHONE BOTTOM=501.43 ® IE= , 12"0 408.72 NW IE , 18"0 46.18 N I E , 118"0 408.16 SE V 17 .{ CB PROPOSED SEWER ' , , SEE SHEET RD -02 ROAD A SEE SHEET RD -02 CO #2, TYPE 2-48"O 120TH AVE. S.E. W/SOLID LOCKING LID STA ' LT 54+6.731, 4.93' TG=60644- 506,43 IE=40;4469 '18"0 407.03 N IE -49;9. 18"0 407.03 S CONTRACTOR TO VERIFY LOCATION do DEPTH PRIOR TO CONSTRUCTION fol /Iasc��Ncu�EER of ,war (RESIDENTIAL ACCESS) 6199000140 6199000160 C8 #1, TYPE 2-48"0 W/SOLID LOCKING LID STA LT 56+57.73. 5.36' TG= Q2-49. 503.36 :. IE -496.1+-s 18"0 46.16 N I E4�96-� 18"0 46.16 SW 1 ft.0 CONTRACTOR TO VERIFY LOCATION s LF, 18"0 SD & ELEVATION PRIOR TO CONSTRUCTION '� o s 0•M & NOTIFY ENGINEER OF ANY DISCREPANCIES ' 56+00 11101 -I 57+00 EXISTING R/W 9 25.9 f -2&- LF, 18"0 SD U Q G121NaD" BMwo You Dip 811 u.w. a.a Uxaftn c«*r w.wrtoaRwAO 61984003400 CONSULTING ENGINEERS LLC 334M W Avenue South Suft 2 I• 06 F"wal Way, WA 9800.3 � Uwrpw1 as»s11s www.eemcmi.com � (•=) =7_� oli�..a� (m) .at_: ESM JOB #1670-003-013 3709600500 120TH AVE. S.E. (RESIDENTIAL ACCESS) 7 1 AS -BUILT IIIIIIIIIIIIIIE REVISION EX CB, TYPE 2-54"0 STA RT 56+74.06, 14.92' TG 2-9-± 502.70 EAST til METli1L I E_ 18±"o 406.02 CONTRACTOR TO VERIFY LOCATION & ELEVATION PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES 6198400340 ESM 01/05/16 SURVEYED: DESIGNED: LGB DRAWN: C,1R CHECKED: BY DATE t AP P R I APPROVED: TIE I Nro Ex. sioEwAuc SEE "BOB SINGH PUT" FOR PREVIOUS OFFSITE ROAD IMPR01AdENTS 10' PRIVATE JOINT JTIIJTY ESM'T. (lYP.) 6198400300 DRIVEWAY APPROACH TABLE "a f STATION - OFFSET - ELEW1T10N 17 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 I� PROPOSED 18"0 SD TOP=499.86 z� PROPOSED 8"0 SS TOP=493.69 2 PROPOSED 18*0 SD BOTTOM=498.26 OEXISTING 8"0 WA BOTTOM=501.45 0_ Cr PROPOSED 18'00 SD TOP 499.49 O EXISTING GAS BOTTOM =501.89 r S. n PROPOSED 18"0 SD TOP=499.46 m GAS BOTTOM=501.98 OEXISTING PROPOSED 18'00 SD TOP = 499.09 © EXISTING GAS BOTTOM=502.04 PROPOSED 18*0 SD TOP 498.81 O EXISTING 800 WA BOTTOM=501.45 tTj PROPOSED 1800 SD TOP 498.78 EXISTING TELEPHONE BOTTOM=501.43 ® PROPOSED 18"0 SD TOP=498.32 OEXISITNG 8"0 WA BOTTOM=500.90 PROPOSED 18'0 SD TOP=498.20 1 p EXISITNNG TELEPHONE BOTTOM=500.84 PROPOSED 18*0 SD TOP=498.07 n14--.1 "If SCALE: 1 �=20' HoRlz. =5 VERT. 1161 w I 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 CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY 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 CITY 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 CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQU RIED BY THE CITY 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 CITY 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 (SWIPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) (NOT FOR MAIN CONVEYANCE) AS -BUILT CERTIFlCATION: HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE T. THAT THE INFORMATION SHOWN HEREON REFLECTS THE 4� 'AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY /ACCEPTED PROFESSIONAL ENGINEERING ANO/OR SURVEYING PRACTICE. 4"n s ZACHARY T. IENNON. L.S. N0. 44925 DATE: CHECKED FOR COMPLIANCE TO CITY STANDARDS SCALE:Mae_ DAA: 1" 20' `� w o 1"3/1"1 CITY OF RY L E E' S PLACE i01/05/201 FIEIDBOOK: RENTON PAGE: ONE 01ICH DATUM ROAD AND STORM PLAN AND PROFILE NO: AT FULL SCALE Planning/Building/Public Works Dept. Ra -03 IF NOT ONE MICR SCALE ACCOPK04 Y 11 ��22 A6% Ra -7 6 2,; 6 GoE <z • D M-4 fzT'I I� z� z m o r � rR C ic 0_ Cr CNP -z r S. n m m w M 0 0 00 00 00 I� 0 w N �y� a CD M CNP (=) r S. n 1 o M w 00 N 0 00 N c tTj D C3 m