No preview available
HomeMy WebLinkAboutTED4003775.19w Q z U w O SEE SHEET RD-01 MATCH LINE STA. 15+00.00 'A CONNECT TO EX. C.B. # CONTRACTOR TO VERIFY \ SIZE, DEPTH AND LOCATION' \ PRIOR TO CONSTRUCTION, ` 41 LF, 12., 1 NOTIFY ENGINEER OF ANY \ \ DISCREPANCIES. O F D 0 ,TRACT U E JRD-02 CB 11, SEE SHEET CL INT'X STA 15+51.29, ROAD D = STA. 30+00,00, ROAD C 410 DA gi 395 385 380 375 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 = JIA. 53+4/.J1, KUAU U N 3L Q / PAD=3� Q f- 1 +69 Q LU �- I O = 33+47 PAD= ROAD C w _ r--- TRACT I cow co (D °0 00 to 00;r; aD^ (D Cfl 0000 0000 I� PO r7 n �^ 0000 n to Dom 00 0000 n O� Do O 000) to I") O1 M 000) n n �-Lq c CV 0) "'r+, -0 f rj n 0) r' K) �� 4 M 0) CD3 00 tlj M 0) pry U? �� L(j tf) � 0) 0) n i.r) "' l,r.) �� d M "' �,� -� rrj � 0) "' PO �(OD CV n M "� n NN O •- rn "� ►� SSD:128' STATION EQUATION PVI STA: 32+46.21 STA. 17+69.04, ROAD D PVI ELEV: 397.78 = STA. 33+47.32, ROAD C HP STA: 32+40.32 CL INT'X HP ELEV: 395.18 STA 15+51.29, ROAD D K: 12.27 LVC: 160.00 = STA. 30+00.00, ROAD C ELEV: 386.93 SSD: 64' t6 N to iD N N PVI STA: 30+50.05 + + 17 to PVI ELEV: 385.93 '') i �- "' L -i LP STA: 30+37.49 PROPOSED GRADE @ / LP ELEV: 386.31 ?n / K: 6.22 / LVC: 50.00 / -- o n o EXISTING GRADE 0 / --- N 00 f\ 0w0 nL�j "'� 7009° / 2.007. 0 "� Sp 12 a3% 41®ES O CB #1 CB 2 TYPE 1 SEE SHEET RD-02 W/ BIDIRECTIONAL GRATE TG=386.31 IE=382.98 6"0 IE=382.48 12"0 CaN 2 Working Days Before You Dig 811 UtN m Underground Location Center (ID,MT,PD,OR,WA) 30+00 ENGINEERS LLC ®CONSULTING 33400 8thAvenue South Suite 205 Federal Way: WA 98003 FEDERAL WAY (253) 636-6113 www.esmcivii.com EVERETT (425) 297-99W ELLENSBURG (509) 962-2W8 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #1799-001-013 31 +00 410 405 395 390 385 380 375 M 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) R=3775 19 CHECKED FOR COMPLIANCE TO CITY STANDARDS 32+00 33+00 33+60 O RFW S �e�AL ram" 7 /11/1 SURVEYED: SCALE: 1 ��MM77�� aa/vw SECOND �� G.�w IO ESM 1 1 =� HORIZONTAL: NAVD , 988 •� W H I T M A N COURT 12/01 /2014 • • HORIZONTAL NAD 1983/1991 �► C ' I y O F DESIGNED FIELDBOOK: 2 „IM su�TAL � 10/20/1RENTON mu PAGE: 3 � AL iM 11/20/1 °`�""" E1R/= I ROAD AND STORM PLAN AND PROFILE DRAWING N0: �I1A �1� �y 1puffT M,, ONE INCH DATUM d 4 Wftm SLMWffAL E5w1 12/01/1 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. PERMIT #U14003820 RD-04 IF NOT ONE INCH 'Ili 0. REVISION al' DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 19 OF:40 C: z 0 00 = C cm xi W TUz m, m M 0 A T 0 -1D mo 41 o° MCn � m D• ae -9 m Z M D_ y 33 m CTI� z ccnn 0 D M A z 0 C 9 co m M _ i W y I � ' z >q >yy � O u °O C T n 1 J I �l I n 0 VT � J4 ° A C y C..' s 2 z , z