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Home My WebLink AboutTED4003775.20w z z CL INT'X STA 12+22.14, WHITMAN CT N = STA. 5+79.36, ROAD A WHITMAN r.T NF N �r -_-� ---_- - - - - - - - � -- -- � •,e wow 5' SIDEWALK co 0 V) w co w 07 400 395 390 385 380 375 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 CL INT'X STA 13+76.32, WHITMAN CT NE STA. 52+63.97. ROAD B DRIVEWAY APPROACH TABLE TRACT B t'AU= 387.30 6"0 ROOF DRAIN 0 S=1.0% MIN. (TYP.) _ 5 PAD=386.40 6 PAD=386.40 7 PAD=386.40 8 PAD=386.40 9 PAD=385.40 1� cp 00 00 1j) 00 00 00 0000 to "-) 00 M cp cp N r7 r- 00 r 00 o6 00 .6 00 00 00 00 M � co O 00 r ro 00 ►+� (0 •- O aO r 00 00 M I- U (0 o0 r 00 00 M JD � LC) � 1� 00 00 � O co � I� r0 00 M - 00 Ln � � 00 00 r7 OD M N cfl 0000 ')00 M -t r7 co m a° 00 00 � r7 O O O n °' M 00 � L() n t 00 0) 00 00 M CL INT'X STA 12+22.14, WHITMAN CT NE PVI STA: 51 +51.30 CL INT'X = STA. 4+29.73, TRACT D PVI LP ELEV: 387.26 STA: 51 +38.64 STA 13+76.32, WHITMAN CT NE ELEV: 388.35 LP ELEV: 387.51 = STA. 52+63.97, ROAD B K: 25.08 ELEV: 389.51 PROPOSED GRADE 0 LVC: 75.00 C) (P 00 EXISTING GRADE 0 � '2 00 00 00 000 + + rn m �, 2.007 -J -- -- 0.999; m 50+00 2 WOrtkV (Days Before YcuV� 811 UM" UiderAround Location Center (ID,WfT,ND,OR,WA) J L-63 LF, 12"0 SD 0 S=0.60% CB #11. TYPE 2-48"0 TG=388.35 IE=382.88 12" 0 (E) IE=382.88 12" 0 (N) IE=382.88 12"0 (S) L-35 LF, 12"0 SD 0 S=0.54% ICB 13 TYPE 1 TG=387.51 IE=383.95 6"0 (W) CB #12, TYPE 1 IE=383.45 12"0 (N) W/ BI-DIRECTIONAL GRATE TG=387.73 IE=383.26 12"0 IE=383.26 12"0 IE=383.26 12"0 51 +00 ROAD B ENGINEERS LLC ®CONSULTING 33400 Bth Avenue South 1 ® ( * I I u Site 205 QF Federal Way. WA 98003 FIMMAL WAY (253) WS-6113 Www.esmcivil.com 1IERIM (425) 297-9900 ELLENS"UK (509) 962-2606 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #1799-001-013 52+00 ��.'�� 1 SEMM SUBMITTAL 2 THIRD SUBMITTAL 3 FWL SUBMRUL 11 Q • 4 MYLAR SUBMITTAL •�J �STERF'�� ,1 �ONAL E a �/ I hI Ho REVISION N 0 Of w 2 LLI U) LOT # STATION - OFFSET - ELEVATION TRACT B STA.=51+00.39, 10.00' RT. 387.96 LOTS 13-14 STA.=51 +41.15, 10.00' RT. 387.99 LOTS 1 1-12 STA.=51 +71.71, 10.00' RT. 388.42 * SEE DRIVEWAY DETAIL F004-1 ON SHEET DT-01 UTILITY CROSSING TABLE 1 O I.E. (W.M.) 385.24, 8.0 CR. (S.D.) 383.83, 12"0 2 O I.E. (S.D.) 383.38, 12"0 CR. (S.S.) 380.96, 8"0 O I.E (S.D.) 383.29, 12"0 C.R. (S.S.) 380.98, 8"0 ® I.E. (W.M.) 385.03, 12" 0 CR. (S.D.) 384.04, 8" 0 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 HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) (7 CURB FLTABLE BCR 1/4 p 1/2 p 3/4 p ECR 400 405 395 400 390 395 385 390 380 385 375 380 ESM 07/11/14 SURVEYED: E 1 DESIGNED: ESM 10/29/1 L� ESM 11 /20/1 DRAWN: E R/CJR ESM 12/01 /1 CHECKED: BY I DATE I APPR I PROVED STATION OFFSET ELEV. 50+09.21 14.24' LT. 388.95 - - - - - - - 389.85 ---- ---- 389.84 - - - - ---- 390.28 5+34.24 1 12.00' LT 390.73 p=90'01'32" R=20.00' L=31.42' 8 CURB FLYABLE BCR 1/4 p 1 /2 p 3/4 p ECR STATION OFFSET ELEV. 50+73.21 10.00' LT 38823 - - - - - - - - 388.78 - - - - - - - - 389.32 - - - - - - - - 389.87 5+30.00 12.00' RT. 390.42 p=90'00'00" R=20.00' L=31.42' 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 & G013. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS-BUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF 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 BE PROVIDED TO CITY INSPECTOR. NM Cfl� N CL INT'X STA 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 INT'X K: 5.27 STA 12+22.14, WHITMAN CT NE LVC: 30.00 = STA. 5+79.36, ROAD A (0 C> w LO ELEV: 392.53 r0 rn c� D N Qi + r 7 + M �jj U N U UU> W m m % 58 LF, 12"0 SD 0 S=0.63% 0 0 SEE PROFILE TO LEFT 5+00 SCALE: � ws20r i ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PROPOSED GRADE 0 CL EXISTING GRADE 0 SEE SHEET RD-01 6+00 ROAD A VERTICAL: NAVD 1988 83/1 CITY O E HORIZONTAL NAD 1983/1991 q RENTON DATUM Planning/Building/Public Works Dept. i C S a C D r m rn Ln co Z m Z m m 0 A I n 0 rn o 0 o 0 Wn " -cA c D • = D m z K_ a m m 01 z z m cn D 405 - W b Y 446 400 0 0 395 (� 390 385 380 R=377520 I CHECKED FOR COMPLIANCE TO CITY STANDARDS 6+40 DATE: WHITMAN COURT 12/01/201' FI PAGE: ROAD AND STORM PLAN AND PROFILE DRAWING NO PERMIT #U14003820 RD-05 SHEET: 20 OF: 40 m D z 17