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HomeMy WebLinkAboutTED4003775.24A 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 n Z c C J IG i m = C <e m 01 0 K m Nz m z m m in V D N: 181020.4275 E: 1311823.5845 SAWCUT EXISTING PAVEMENT, CONSTRUCT NEW 24' DRIVEWAY MATCH EXISTING GRADE. SEE DETAIL ON SHEET DT-01 - E: 1311802.3611 BEGIN NEW SOFT -SURFACE TRAIL, MATCH EXISTING BACK OF SIDEWALK. PROTECT EXISTING POWER POLE. SEE DETAIL ON SHEET DT-02 F Cal 2 Workng Days Before You Dig 811 UWies Underground Location CeMer (D,iMT,ND,OR,WA) SE 128TH ST (KING COUNTY) NE 4TH ST (RENTON) - - - - (PRINCIPAL ARTERIAL) N: 181004.8572 DETECTABLE E: 1311912.6616 WARNING CONNECT CONC. WALKWAY TO EXISTING SURFACE (TYP.) SIDEWALK, MATCH EXISTING GRADE EXISTING POWER POLE TO REMAIN -_Mimi -- t R=5.0' �r ~ R=2.8' N F N ♦ R=18.0' I I R=5.0' �. .� R=2.8' F �, R=30.0' 24' 20' i R=1.8' 0 20' <„ 0- PROPOSED u R=5' BUILDING 9•5' 9•5' 13 u 0- R=1.8 24' R=80.5' 40 R=3.0' ! I R=4.5' 23, 20' R=104.5' 10, R=5.0' R=3.0' -- / R-3.0' �- � R=18.0' � I w 10' ! o . I � to 1 20 m 19 INT'X STA 5+00.00, ROAD A = STA. 50+41.21, ROAD B 0 ;�00 ROAD A i SEE SHEET RD-05 COMMERCIAL SITE STA. 10+64.57, 26.62' RT. MATCH EXISTING SIDEWALK = STA. 5+79.36, ROAD A SCALE: 1 " = 20' 20 10 C 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. 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) t7377524 CHECKED FOR COMPLIANCE TO CITY STANDARDS ® �••••yy�, 0 nR5T SUBMTrAL Eswi 11 14 SURVEYED, scALE: CONSULTING ENGINEERS L L C CSC '�`wT/ • D1IL O7) LL1) :.��, HORIZONTAL: ZONTAL NAD 1983/1991 ,► � W H I T M A N COURT / / 33400 8th Avenue South • DESIGNEITY OF D: FIELDBOOK: ® f 0 I goy ; 1 suBwin'rAL ESwI 26 14 =20 • Suite 205 ; Federal Way, WA 98003 2 TM� SUBWI"& ` m 10/29/1 L� RENTON FEDERAL WAY (253) .3E-6113 www.esmcivil.com EVERER 425) 297-9900 DRAWN: PAGE: ELLENSBURG (509) 9B2_26a8 _ a F1NAL SUBMUAL mm 11 20 / 1 C� COMMERCIAL SITE PLAN Civil Engineering Land Surveying Land Planning 40111 ONE INCH DATU M �I L. DRAWING NO: Public Works I Project Management I Landscape Architecture •;'�C Q 4 MYLAR SUBYftTAL ESM 1 01 1 CHECKED: Planning/Building/Public Works Dept. PERMIT #U14003820 SP-0� /S�('�� IF NOT LONE�INCH ESM JOB � 799-001-013 •��NAL ��j �y �JO. REVISION BY DATE APPR APPROVED SCALE ACCORDINGLY SHEET: 24 OF40 I � D 0 0 � OITT 0 c ED ED De D z = z < m° m m cn N z z 0 A m IJ , C 9 m m a z b� �z y ^ ^ O O D 0 0 m 0 0 z z