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HomeMy WebLinkAboutTED4003775.18w Q z 0 w 3 0 otf �i CeA 2 WoftV Days Before You Dig 811 Utillities Underground Location Center (iD,k4T,MD,0RWA) 405 I 395 390 385 380 375 SEE SHEET RD-01 Cco A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RC- E., W.M., KING COUNTY, WA PROPOSED WALL TRACT L SEE SHEET RD-04 ROAD C N: 180455.86 E: 1312301.69 IE=392.03, 12"0 INLET PIPE FOR EX. DRAINAGE SWALE FROM VAULT �M CV O l M co� � I )M I)� CIO N (0 Cp I a� � O4 � � �G)B � �0 Cr7EM �, � 0) � � r�-(�6 Nr7II �CD 0) r0 M rn N r� ROCK WALL. BUILDING r PERMIT TO BE z OBTAINED BY OWNER —' w DRAIN ROCK a a PROPOSED GRADE I 0 OF PIPE — 15.5' 12" MIN. EXISTING GROUND / \ — 0 OF PIPE / 8"0 W. M. I.E.=392.03 CONC. BASE/COLLAR TO BE DETAILED/BUILDING _ PERM PLANS 214 LF, 12"o SD 0 S=1.74%� 8"x12" PERF PIPE TEE TO BE DETAILED W/ BUILDING PERMIT PLANS 6.7' CB 5 TYPE 2-48.0 56 LF, 12"0 SD 0 S=12.27% W / SOILD LOCKING LINDw TG=396.35 8"0 S.S. IE=385.16 120 (E) IE=385.66 6.0 (SW) IE=385.16 12"0 (W) 1CB SEE SHEET RD-02 1 +00 2+00 3+00 o; v ® •a SURVEYED: SCALS: / •'. 0 n W 1 �7Vo111� 1 IA. ESM 11 14 VERTICAL: NAVD 1988 CONSULTING ENGINEERS LLC • • HORIZONTAL: NAD 1983/i991 • �'< Oy : 1 . .�i�AL MM 26 14 DESIGNED: � 20 33400 8th Avenue South % • _ Suite 205 Federal Way, WA 98003 2 TMOM SUBM17TAL ESM10/29/1 FE17Mk NAY (M) Ale-6113 • r www.esmcivil.com E`ERE1T (425) 297-9900 �, DRAWN: ELLENSBURG (509) 962-2608 3 rl/•R 5=911 lAL ESM 11 20 1 0M� Civil Engineering Land Surveying Land Planning 401 1 �/ ONE INCH DATUM C/ Public Works ( Project Management I Landscape Architecture S { i; �i • 4 R SUBMITTAL ESM 1 01 1 CHECKED: AT FULL •••• .•� IF NOT ONE NCH ESM JOB #1799-001-013 �QiYAI••� Z/1114 PJG. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY 405 K11 395 390 385 :1 375 3+40 un KEY MAP 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 REQUIRED 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) UTILITY CROSSING TABLE O I.E. (S.D.) 381.64, 12"0 CR. (S.S.) 379.41, 8" 0 O I.E. (W.M.) 393.86, 8"0 CR. (S.D.) 385.90, 12" 0 CHECKED FOR COMPLIANCE TO CITY STANDARDS ly R=3775 18 DATE: CITY OF WHITMAN COURT 12/01/201, FIELDBOOK: RENTON ROAD AND STORM PLAN AND PROFILE DRAWINGN0 Planning/Building/Public Works Dept. PERMIT #U14003820 RD-03 SHEET: 18 OF:40 C R ;= C �o m e n C0 'z m z! m [A 0 D I a 8 A b 0 0 D C) D � o 0 U) D o Z aM n m P� u z z Cn 0 n v A z 0 C co M I n 0 0 IlI n M D O H a z n g < z w 10 i n z 9 _ m