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HomeMy WebLinkAboutSWP2703149.25CB P-18, TYPE 1 CB #P-22, TYPE 1-OCF 18" PIPE END CAPPED CB P-24, TYPE 1 L-OCF SCALE STA 39+70.0, 37.08 LT STA 43+31.35, 35.17' LT T GRATE 27.60 STA 41 +41.97 41 .58' LT FOR FUTURE EXTENSION 20 0 10 20 40 M IE 24.50 GRATE 27.65 ® STA 43+00, 52.5' LT GRATE 26.53 6 IE 23.83 IE 19.99 IE 22.95 OUT SE .� ( FEET ) 107 LF - 12" SD IE 23.80 IN NE �,A S=0.41% W _ CB #P-20, TYPE 1 L-OCF SDMH P-7, TYPE 2-60" F-- �N STA 40+78.76, 37.17' LT STA 43+00, 5.66' LT GRATE 27.30 _ » - r , 2 LICONSTRUCTION NOTES (/) _ IE 24.06 150 LF 12 SD 6 �� TICE� �- 59 LF - 12" SD _ _ 2 8 �� 1. PROTECT EXISTING QWEST TELECOM TO REMAIN. ❑ S=0.39%Lij ❑ - R W 2. SDMH #P-8, TYPE 2-48" - - _ _ _r _ _ _ ❑ - R/W STA 43+00, 24.31 LT Ljj 1 `'--___�-- ❑ - - - » �CA EM22.87 26.80 - 12" IN NW -___T_- ❑ 12„ SD 12 SD 7 0 IE 19.92 - 18" IN SW �.,. 00 - IE 19.92 - 18" OUT NE O 36), Sp -_ o N IE 23.25 - 12" IN S O - T g 4 3. DEMOLISH CB TO MINIMUM 3' BELOW FINISH D� ki-N � 4o+p --__aT 36 SD N GRADE, AND FILL REMAINING STRUCTURE WITH 36" REPAIRED WITH 2 0 4 y CONCRETE, CDF OR COMPACTED SAND. PAJ* - 2„ Sp COUPLERS @ JOINT #9 _ Q� ■ - AW 4. REMOVE AND DISPOSE EX 36"/42" STORM �--' his 3 41+o0 42+00 3 DRAIN. REPLACE WITH NEW 42 STORM DRAIN. CONSTRUCTION C/ L Lv ---��� __T_- 5. PROTECT EXISTING BOEING UTILITY TO REMAIN. Z ❑ v� SDMH P- 6, TYPE 2- �o 60 "O � 1 _ o_ N j STA 41 +33.41, 9.20' LT �, o^ f-- 6. 32 LF - 12" SD _ h "V S=0.20% c.� - ❑ a ❑ 7. 19 LF - 18" SD r _ ❑ Sp S=0.23% TICE --- � TCE. 8. 28 LF - 18" SD CB P-19 TYPE 1 STA 39+70.0, 37.08' RT _ 72 LF - 8" SD 9. BACKFILL AROUND SD WITH CDF FOR A MINIMUM OF 5' TO EITHER SIDE OF AND UP TO THE _PARK. AVE. N. _ (CL 52 DI ) STA. 41 +83.74= MIDPOINT OF EXISTING UTILITY. CB P-21, TYPE 1-OCF o S-o.21 % STA 41 +09.83, 37.17' RT DRIVEWAY CB P-25, TYPE 1 -OCF STA. 25+38.74 STA 43+41.35, 35.42' RT 40 EX QWEST 40 PARK AVE N STA. 41+83.74= TELECOM TO GENERAL NOTES: FINISHED GRADE DRIVEWAY STA. 25+38.74 REMAIN EXISTING GROUND ELEV=27.48 ELEV 22.5-23.9± 1. FOR WATER, SEWER AND JOINT TRENCH @ CONSTRUCTION C/L _Q z _ r- u7 LOCATIONS, SEE UTILITY DWGS Uoo-U25. � @ TOP OF ISLAND rno�� � �rzww N� �o o I Ln Ln o EXISTING GROUND l N o °� � I N �� �' � N N 2. EXISTING UTILITIES NOT INDICATED AS @ CONSTRUCTION C/L o- w + z c� > w IN � 0° � _ cn = c° IN li wI� = oo v � z w REMAINING SHALL BE CONSIDERED Q o z Q = I- z ``� x Q ABANDONED OR REMOVED AS NECESSARY. N v� �z mrr o� N w (� zw N o� w mlrr N Q o w o c� cn rr CO _ .� o ©w cn Ir c� c�30 N ® 30 - _ - - j - z 3. FOR PIPE DEMOLITION AND ABANDONMENT, _ -- SEE DETAIL 3, DWG U29 AND SPECIFICATIONS. --- ----- _ .-- _ _ I - - 4. OPEN CURB FACE (OCF) CATCH BASINS U 144 LF - 12" SD S=0.31 % / SHALL BE PER WSDOT STD PLAN B-2e WITH _ = BI-DIRECTIONAL VANED GRATE. (� -�- - 164 LF - 36 SD U) W I I I W W W to 20 EX QWEST 297 LF 36" SD S=0.20% 0 O S-0.072% v LEGEND: O TELECOM TO �z O JOINT TRENCH, SEE SHEETS O REMAIN I EX QWEST I In I� 'LX�1.'�� + ELEV 24.2-25.4± o z_ T TO �. U49-U52 FOR PLAN & SECTIONS. � Io � REMAIN OM � N I 1'7 N N z ELEV 24.5-25.6± w z RECORD DRA WINGS w cn V PREPARED BY WHPACIFIC, Q ( I I EX QWEST z I D z z I o z o Q FEBRUARY 2010, BASED F- (� TELECOM TO 00 ON CONTRACTOR RECORDS. U) 10 .1 . REMAIN (0 (0 N - - � 10 (� N nN ELEV 23.9-25.2± nn- nNao LLJ N N I I I I I Ln W Z lam' w w °? Z J rl� J _ N I N 00 10o a0 N C. A O O N o) rn rn w 4 of WAsy1A w w w w w 1-1-1Q > cQ cc yj c/) -00 'i' .P 0035524 ICI STBR� t� 00 Lc) ��StONAL �yG N _ to Cn � d" N ,. O 1,- 0-) 6� � -, CO N �, 0-) Lc) N �. _ N N N O 0 r � Ln N M ,00 (� � 00 GO 00 00 00 00 = ' 00 0. 00 I� �, � CC; � � X EXPIRES 06/06/07 N _,N N N N'N�N �.N NN N N N �N N :N N NN N N 00 39+50 40+00 40+50 41 +00 41 +50 42+00 42+50 43+00 43 SURVEYED: SCALE: DATE: 1 RECORD DRAWING HCS 3.12.10 MSV CSR VERTICAL: NAVD 1988 CITY OF RENTON A� BHC Consultants, LLC H: 1 »-20, HORIZONTAL NAD 1983/1991 _ 4 1 7 06 IVHP I ic- 720 Third Avenue, Suite 1200 DESIGNED: V: 1 "=5' }-- CITY 0 F FIELDBOOK: Seattle, Washington 98104-1820 DRAWN: R E N TO N SOUTH LAKE WASHINGTON PAGE. Tel: 206 505-3400 PLS DNE INCH - ROADWAY IMPROVEMENTS DRAWING NO: 12100 NE 995th St, Ste 300 ■ ( CHECKED: DATU M Bothell, WA 98011 CONSULTANTS Fax: (206) 505-3406 LCA AT FULL SCALE Planning/Building/Public Works Dept. STORM DRAINAGE PLAN AND PROFILE SD23 425-951-4800 Fax 425-951-4808 IF NOT ONE INCH www.whpacific.com Formerly Division of Berryman & Henigar NO. REVISION BY DATE APPR `PPROVED: SCALE ACCORDINGLY PARK AVE. N. STA. 39+00 TO STA. 43+50 SHEET: so OF: z rz >y �o mz >� �oc�N o d� w �o ��c G