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HomeMy WebLinkAboutTED4003775.48LiJ z C) D U w 0 O a U. Z Q F- 2 A PORTION OF THE NW 1 /4 OF THE NW 1 /4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA .• =X. 7 ; !PF CL INT'X " STA 1 +76.32, WHITMAN CT NE " _7, STA. 52+63.97, ROAD B DRIVEWAY APPROACH TABLE wr r CL INT'X - _ STA 1+ 2.14 WHITMAN N = STA. 5+79.36, ROAD A t -'`' ' - : ` 4.J ' ``''~' •V-v-i J.L.t 1 2"0 RT ` t WHITMAN CT NE C!'X. C8. TIf 1 --- _ ---� - __ --- - iMITED (LRESIDENTIAL- - - . T _ �s -r 89.68 -3C SEE _ L P'`i 12„o - LOT ill STAIM - OFFSET - ELEVATION TRACT B STA.=51 +00.39, 10.00' RT. 387.96 LOTS 13-14 STA. =51 +41.15, 10.00' RT. 387.71 LOTS 1 1-12 STA. = 51 +71.71, 10.00' RT. 387.92 SEE DRIVE WAY DETAIL F004-1 ON SHEET DT 01 Tr+�. - - _ -- -1_ _ 13+00 , 1 1 4+00 �'40,- N - --ca #10- - - - - - - SEE SHEET RD-01 1 - - - _ _ _., - _ = UTILITY CROSSING TABLE 7 CURB HTABLE ---------:' w - Q o • _-___.____ - _ _ � I.E. (W.M.) 385 2 8"0 Bc8 - - - - to 1 CR. (S.D.) 383.83. 12"0 1/4 . -_- - --- SIDEWALK__ W "I.E.. (S.D.) 383.38, 12� ,/2 5 S DEWALK - - _ . _ _ :�_ _ �. - - ® CR. (S.S.) 380.96. 800 3/4 -` ------ � �= _ - - - - - - - - - - ECR - - LE (S.D.) 383.29, 2"0 STATION OFFSET ELEV. 50+09.21 14.24' LT. 388.95 389.85 ---- ---- 369.84 ___JLT 390.28 5+34.24 12.00 390.73 A-90'01'32" R-20.00' L=31.42' - - Q _ - 5 c.R. (s.s.> 380.98, 8 Q iv - -'- PAd= Pam_ , 3 4= f PAD=386.40 I.E. (W.M.) 385.03, 1200 \ CL I X '� O TR C 387.So PAD PAD F ® CR. S.D. 384.04, 8"0 _ ROAD A ' � t� #12, TYPE 1 �7.� 387.50 387.50 TR M ( ) g CURB STABLE .. „+41.21, ROAD B -- -\ STA. 5+00.00, ,�„ O (� #13. TYPE t 4. [3' I Aa. -6 ® ST BI-DIRECTIONAL GRATE STA ,-�, ce /22 PAD-W6.40 ALLOWABLE PIPE MATERIALS BCR w -51 +39.35. 0.42 RT. ry SEE SHEET SP-03 __ 1 51 +03.70, 0.58' RT. - - - , 4 ----- - ROAD B - ___ _ ' tz�._ _ 1, REINFORCED CONCRETE PIPE / 50+00 _'. __ _--------- -;� 7 2. IRON (WATER SUPPLY, CLASS 50 1/2 !� - DUCTILE (W TE ,,,� 3 -- -. OR 52) 3/4 A `W �._,.- 4 -, 51 + _ PAD=386.40 3. SOLID WALL POLYETHYLENE PIPE (SWPE E� -.... _..� LF i " _.... , n ._ 2 0 SD " - ;-=-----..-.--!.. ALSO KNOWN AS HDPE PIPE OR HDPP) _ -35- LF, 12 0 SD TI 1 395 375 STATION OFFSET ELEV. 50+73.21 10.00' LT 38823 --- ---- 388.78 --- ---- 389.32 --- ---- 389.87 5+30.00 12.00' RT. 390.42 A-90`00'00" R=20.00' L-31.42' C8 i11, TYPE 2-48"0 - 62.2 ` ' � 4. CORRUGATED POLYETHYLENE PIPE (CPEP) r,_- - 35.7 I _� .. STA S ' SIDEWALK CB �14 + ` --- --- `�- PAD=386.40 Q cm 2 - TR. FHEREON T CERTIFICATION: -- SEE SHEET RD-06 H _� �- UILT INFORMATION SHOWN ��1 E• 9 IS BASED UPON A FIELD p� 0A 1 TRACT B ROAD A / ROAD B 14 13 12 11 I Q PAD=385.40 PAD= PAD= PAD= PAD= 387.30 387.30 387.30 387.30 10 S.D.C.O. 6"0 ROOF DRAIN (TYP,) ® S=1.0% MIN. (TYP.) aQ 00 to IA N w r-: cF M w Q1 r- w n � to tr d O tD d w 00 rn K) N PO tD tn o O 00 tlo d' 00 0006 ao a0 0D ao ao r 00 OD 00 0D ^ 00 OD tD � Coco 0O to � a0 00 tri a0 CO u� ^ 00 0O in n 00 00 tti ao co rn a0 00 w �' o; rn 00 °i rn 00 a0 CL INT'X A 12+22.14. WHITMAN CT NE PVI STA: 51 +51.30 CL INT'X = STA. 4+29.73, TRACT D PVI ELEV: 387'26 NE A 13+76.32, WHITMAN CT ELEV: 388.35 LP LP STA: 51 +38.64 ELEV: 387.51 = STA. 52+63.97, ROAD B K: 25.08 ELEV- 389.51 , PROPOSED GRADE ® LVC: 75.00 o cMe, Co 03 O EXISTING GRADE 0 CL '2 r- a°°o +fn + G W to ILJ -- _._ --- 0.99x 0. 0.61X 11 TYPE - 0 35.70 S=9�406 1 TYP 1 TG=388.35 0.64X TG=387.51 IE=383:95. 6"0 (W) 384.03 IE=38�811` 12"0 (E) 382,76 � W/ IE=38�88. 12"0 (N) 382.78 B 12 TYPE 1 IE=3N.48-12"0 (N) 383.E IE12"0 (S) 382.85 t - _ - BI-DIRECTIONAL GRATE IE=383.90 6"� E - _.-- _---------_J_.--- -- _-.- =38F31�} t TG=387.73 ► IE=383.06 12"0 383M W � ' IE=383:@6-12"0 353.22 N ' IE=38346 12"0 383.23 S 50+00 Ca12 Wari ip Days Safari You Dfb tl�faa mm Loeaf in Cwftr aD�+fr,�oof�,wA� 51 +00 52+00 395 400 390 395 385 390 375 380 53+00 SURVEY BY ME OR UNDER MY DIRECT SUPER 1I ZOCTER,2015 NORMAN E. SON, L.S. NO. 22338 DATE: /- /9'9 _ffi�gn C^ - 12-15-2017 NM t000 NFn d� MOD M �M MM cn �M CL INT'X A 50+41.21, ROAD B = STA. 5+00.00, ROAD A ELEV: 388.35 PVI STA: 5+45.56 PVI ELEV: 391.85 HP STA 5+60.56 HP ELEV: 392.15 CL NrX K: 5.27 STA 12+22.14. WHITIiAAN LVC: 30.00 = STA. 5+79.36, ROAD A w o w an ELEV: 392.53 Q. M _ + •ate' - tn 0.819 -38-LF 1200 SD ® S-6.6 e- 4 p '- PROPOSED GRADE - EXISTING GRADE 0 CE 10 CB J11 SEE SHEET RD-01 SEE PROFILE TO LEFT were 6+00 n SCALE: 1 "=20' HORIZ. 1 "=5' VERT. 20 10 0 20 40 NOTES: 1. SEE SHEET HOR-01 - HOR-03 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & GO13. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS-BUILTS AND COMPLETION OF CONSTRUCTION. R THE CURRENT CITY OF 5. ALL TRENCH RESTORATION SHALL BE PER RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 8. 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 CCTV 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 REQURIED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO 8E PROVIDED TO CITY INSPECTOR. TI I 395 wo R=377548 9 CHECKED FOR COMPLIANCE TO CITY STANDARDS �...... CQNSULTING ENCi1NEERS LLC • / • 0 RRST SUBMITTAL ESM 7 1t 14 SGtF o0 ® I s I ♦Ili / / HD WO "'�"t CITY OF WHITMAN COURT of/t3/2otl AMa.we y 1 SECOND SUBMITTAL ESM 26 t o t = noba=_ st,na zos � Feearai way. WA 9eoo3 a 1w Nw-mm S • 2 THIRD SUBMITTAL ESM 10/29/t WN'w.esmCwll.Gom �`.. =_. • : 3 FINAL SUBMITT& ESM 11/20/1y""w"wilRENTON ROAD AND STORM PLAN AND PROFILE N� E=ng I ( " �,;�`C 4� 4 MYLAR SUBMITTAL ESM 12/01/1 coo At � � DATUM Planning/Building/Public Works Dept. PERMIT #(J14W3W0 RD-05 •• .....•• w Not owE mm ESM JOB # 1799-001 --01 3 ANAL 3//Ii NO. REVISION BY DATE APPR SO" AO001DOCLY '' "40 n a m e mm LT� Nz m m m cn n I D m 0 M. ;0moo n C O �m� 9 W D ° D mz r� L Imo _mm rn- u� Nz z m 0 D 7�7 D z L7 C co m 30 cn m n o CD m o �o D 5, W c Ate : P57 75V8