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HomeMy WebLinkAboutTED4001868.1N% 2 �\ � I �,; H r-.5 I STD. GALV. LADDER RUNGS PER APWA STANDARD PLAN 15° C M P iNV=I250 SHEAR, r.r�TF BOTTOM ELEV.=86.00 CB W/24" $ SOLID, LOCKING COVER PER APWA STD. PLAN \\\\\\\ RIM =q7.0 12" CMP INLET., OVERFLOW ELEV. =96.00 STRAP TO WALL 12"CMP RISER I2" CMP INV =qD.a0 LADDER RUNGS ORIFICE CONTROL' DEVICE PLAN VIEW ORIFICE ELEV. = 68-0C? WELDED 12 GAUGE BOTTOM PLATE W/ ,�gl4t m HOLE DRILLED IN PLATE. 12" CMP OUTLET � _'Y��c�L 5�cT10� � -A I L-�/I��c� L cor-I��r�L�I�IoLt:::,- I 1�7feT4 F►� ►� b6 '0�/� AREA CTyP) A REMOVE EX . PLACE w% cUq,6 - GarTE2 ) 5DWK - �- STD CINA EPEZ IfkL CITI OF 2ENToN (D = 1C)" M(N.) L IN = 25':i Ex. 5T t z - o Zvi REMOVE ' Ex. 02/W,y t 4 b I ,41V0 W� CU28, OUT TFz ' � S/DEIi✓ALlc ��� I 1 _ , I 6 ►; 11! 1 1 1 p N07E L AND.SC:APIV& TO COl\15I5T Date 1045"3, - 2.22- PG OF Z- kF_ /J M/-1Pt-E 5T/ZEE T T/EE✓ t OW EI/E/ZGTZEEN G� SN2�.1/ ,5. OWNE2 T© CONs uc7 C/Ty OF /0EN70A/ 2F, t-4NO- SL�AP/NG R,--O�WTS � PLACEMENT 2o•rsion F2E V15 t oN 5 PE2 C / T,/ COMMENT 5 REV/5ED 02WY COC. TO PROVIDE /0' CLR. F20M EX. 5T Z161.1 RE Vl5 F.O PA2/C11V6 LAYOUT �'-) IN / t - —T App'd By Designed By: G91✓1v- Approved By: _ _ ja.__ Drawn By: G.D. Date: - - John R. Newel I Inc. P. So Horiz. 231 Williams Avenue South, Renton, Washington 98055 Phone 255-2190 Checked By: IM. Scale: Vert. . GENERAL NOTES I . ALL WORK SHALL BE IN CONFORMANCE WITH THE STANDARDS OF THE CITY' OF RENTON AND APWA 1981. 2. TEMPORARY EROSION COVITROL MEASURES ARE REQUIRED FOR THIS SITE. CONTRACTOR 1WILL ENSURE THAT ROADS IN AND OUT OF THIS SITE ARE KEPT CLEAN. SILT FENCE OR OTHER TEMPORARY EROSION CONTROL I-IEASUR'.ES WILL - BE EMPLOYED ALONG EAST PROP LINE e A5 NE.EDF-D. 3. IF WORK IS STOPPED FOR H PERIOD EACEEDING 3u THE SITE SHALL BE SEEDED OR HYDROSEEDED TO PREVENT EROSION. 4. DEPICTED LOCATIONS OF UTILITIES ARE APPROXIMATE ONLY. IT SHALL BE THE RESPONSIBILIT'r OF THE CONTRACTOR TO VERIF( THE CORRECT LOCHTION OF SHME TO AVOID DAMAGE OR UtJDUE DISTURBANCE. CONTRACTOR TO CALL FOR A UTILITIES LOCATE PRIOR TO APJi' WORi-1 i H THE SITE. 5. PIPE SELECTED FOR STORII DRAINAGE 'HALL BE HH,Y OF TWO TYPES: A. GHL'JANI?ED CORRUGATED STEEL TREATMENT I PROTECTED B. CORRUGATED HLUMINUH, MIN 14 GA. j. Mi=;NHOLE FOR ORIFICE CONTROL TO HA�,E ROUND SOLID COVER WITH SELF LOCKING LID. 7. APJ A=; GUILT PLAPJ OF THE STORM S`(STEM SHALL BE FURNISHED THE ENGINEER UPOPd COMPLETION OF WORK, OWNED: W. ,ABBENHOGSE 4 811 41T-H AV E 5. VJ. SEATTLE, WA (q32-2412) AIZEA : 13 G50 S.F = 0. 30 Arc -70IQ NG: 8-I P2OPOSED USE' PAVV.ING (.UT t H 5FACE5) YAUUNTION' 'IC,©00. S-TCgjVI Df2P�INAGE �45GG. PAYING *I1500. )��36 A51 '9PP Y o vcd DQ to IQ- I I (OS ABBENHOUSE PARKING LOT IMPROVEMENTS W. W. ABBENHOUSE 240 RAINIER AVE. SOUTH RENTON WASHINGTON R32-2412- Drawing No 851009 Sheet ! ")f % a j■■I�� z L`J rTtz� �m 41 �rn �r O o b o *Eli TELEDYNE POST N 12183 40F�• boo -