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HomeMy WebLinkAboutTED4003775.17SEE SHEET RD-01 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 MATCH LINE STA. 15+00.00 27 LF, 12" 0 SD CB #1, TYPE 2-48" W/ BIDIRECTIONAL GRATE CB2 STA 15+33.23, 0.00' SEE SHEET RD-04 IE=378.69, 12"0 / 1 CONNECT TO EX. C.B. ( ® �0 t N CONTRACTOR TO VERIFY` LOCATION AND DEPTH%%%%7- �y�� PRIOR TO CONSTRUCTION � AND NOTIFY ENGINEER OF 2 ANY DISCREPANCIES \ ` �TX /--54 LF, 12" 0 SD CB 13, TYPE 2-48" 0 s� STA 15+86.89, 0.00' S.D.C.O. (TYP.) EX. PIPE TO BE REMOVED -� R STA 1 `�+ ; � RT,I 1 r O CURB FLYABLE BCR 1/4 p 1/2 p 3/4 p ECR STATION OFFSET ELEV. 15+17.61 10.03' LT 386.94 ---- ---- 386.87 ---- ---- 386.81 ---- ---- 386.74 30+35.00 10.00' LT. 386.51 p=90*00'00" R=25.00' L=39.27' 6" 0 ROOF DRAIN ® S=1.0% MIN. (TYP.) TRACT L ----i SEE SHEET RD-n C II O CURB FLYABLE BCR 1/4 p 1 /2 p 3/4 p ECR STATION OFFSET ELEV. 15+82.62 10.00' LT 387.45 ---- ---- 387.1 ---- ---- 386.99 ---- ---- 386.86 30+29.54 10.00' RT. 386.56 p=94-33'48" R=19.00 L=31.36' u 32 41 LF, 12" 0 SD 27 PAD=387.50 31 30 29 28 PAD=391.50 PAD=387.50 PAD=387.50 PAD=388.50 PAD=389.50 CL In15+51.29, STA ROAD D CB4, TYPE 1 C) = STA. 30+00.00, ROAD C STA 16+28.38, 0.00' (if 17+00 \ C) ~ LLI 17+69 -'-- -ROAD D -1 \ - Q -'�A 0 W -- - to 4m4w 6"0 WALL DRAIN, DAYLIGHT TO EXISTING GROUND (TYP.) PROPOSED WALL 410 :1A :.I0 395 390 385 380 375 370 N r 00 r 7 00 r7 �I- .(D cfl c� �(6 �(6 to 00 ro 00 M M N .00 cfl co co 00 rM N N NO �N cfl Lri �r �� Pry 00 I 0 00 rM rn N �� r j �� 00 00 n N �co r i a0� 00 00 � N .00 00 CIO 00 00 r7 N �O r� moo I0 00 r7 N N �°° 00 00 M N art Sao Co 00 M Co N Ln In00 re)Co 00 K) N co �°' co 00 flo M O rn �O I 0 °) r) PVI STA: 15+ 10.0017+42.51 PVI ELEV: 386.52 PVI ELEV: 388.85 LP STA: 15+18.33 LP STA: 17+17.51 LP ELEV: 386.69 LP ELEV: 388.60 K: 16.67 K: 8.33 LVC: 50.00 LVC: 50.00 OO Or- tnco Ica 00000 o w +ado + °r7) w U .- w U i►i U � w U �i �� CL INT'Xeo STA 15+51.29, ROAD D PROPOSED GRADE 0 � = STA. 30+00.00, ROAD C ELEV: 386.93 EXISTING GRADE ® -7 07' 41 LF, 12"0 SD � 2.0 ® S=4.83% 1.00% � 54 LF, 12"0 SD 5-1.73% CAD S=0.50�_ 27 LF, 12" 0 SD-�� O ® S=6.70% O Csll 2 Working Days Before You Ct 811 Utilities Underground Location Center (D,Wr,PD,QR,WA) z L, IE=378.69, 12"0 CONNECT TO EX. C.B. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES TG=387.70 ICB 3 TYPE 2-48"0 IE=382.14 6"0 (NE) CB #2 TG=387.29 IE=381.64 12"0 (NW) SEE SHEET RD-04 IE=381.44 12"o (E) IE=381.44 12"0 (SE) CB #1, TYPE 2-48"0 IE=381.44 12"0 (NW) W/ BIDIRECTIONAL GRATE TG=386.75 IE=380.50 12"0 IE=380.50 12"0 IE=380.50 12"0 15+00 16+00 CONSULTING ENGINEERS L L C -�+ri/�,'•• 33400 8th Avenue South y Suite 205 �• Federal Way. WA 98003 FEDERAL MAY (253) &M-6113 www.esmcivil.com EVERET (425) 297-99M ELLENSBURG (509) 962-2608 , Civil Engineering Public Works Land Surveying Land Planning I Project Management I Landscape Architecture 40111 • .�` '��• c/SERF ESM JOB #1799-001-013 ,. NAL 0 FIRSr SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD St1BMITTAL 3 F10L SUBMITTAL 4 MnM SUBMITTAL m 17+00 ESM % .111 1 SURVEYED: E 2V 1 DESIGNED: ESM 10/29/1 IN ESM 11 20 1 DRAWN:ESM 1 01 1 CHECKED: REVISION BY DATE I APPR APPROVED: U 00 Q 0 ary 0 re C'j F (D to z� o�� �� II 410 "D UI 1 395 390 n 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 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) UTILITY CROSSING TABLE O I.E. (W.M.) 386.09, 8"0 CR. (S.D.) 380.50, 12" 0 O I.E. (S.D.) 380.84, 12" 0 CR. (S.S.) 379.21, 8" 0 O_ C Q1 T can Cal nz m z m 0 i z m Ln 0 p CHECKED FOR GOMPLIANCE TO CITY STANDARDS T � Q Lit m o 177; 17w o mm 17+80 z 385 380 375 370 SCALE: DATE: VERTICAL NAVD 1985 WHITMAN COURT 12/01/201, 1 *=20 HORIZONTAL NAD 1983/1991 :� CITY OF LLVV FIELDBOOK: RENTON PAGE ROAD AND STORM PLAN AND PROFILE DRAWING NO: ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. PERMIT #U14003820 RD-02 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: 17 OF:40 m z m 9 m m C _ I