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HomeMy WebLinkAboutS-335803LZ g I- zz _CD c FT_ STA, 1+35.36, 5-33' LT. c c SSMH NO- 1 a SHALLOW - TYPE W, 60' A POINT Ui as c RIM - 44412 1 ss STUFI c - I.E. 440.50 (Ci) r�'� c 440 = 44026 I.E. 440.45 (OUT) 0� '52�i LF 8" PVC TI 0,5%fl c �FIELD VERIFY LOCATION CONNECT) CYe + LLJ + EX. GROUND—, 4H, (HELD VIER" O co E-- LOCATION CONNECT) PROPOSED ROADWA GRADE 6' SS SVC. '6M LF e PVC_ iss 00.50% / cry iL o' 239.5 LF 8' PVC SS @ 0.50% PT. O 3 o. —.2 w 40 ------- 50.7 LE a: E- SS @ 0.50%. 157.1 :LF8' PVC SS 0 0.50% x° c STA. 5+05.00, 5.00' LT. SSMH NO. 3 m TYPE V, Or L__rlllTlwl_.71 LE = 441.60 (IN) +48.4%5 STA. 7 �1'101_1� LE = 441.50 (OUT) E: -'5 SHALLOW - TYPE W, 48" RIM = 449.14 I.E. = 442.90 (IN) STA. 4+34.96, 11' LT. I.E. = 442.80 (OUT) SSMH NO. 2 :,SHALLOW - TYPE '13', 60" IM = 445.89 (IN) 53.3 LF 8" SS @ 0.50. LE. = 441.05 (OUT) 30 PROPOSED ROADWAY CAL GRADE co of 7 1 a I < m it I I II III ili n" _F4-� 7­1 NE. 25TH COURT- PROFILE 5033 W 6 C_ ALE. 1" = 30' (HA I" (V z P p 445 STA. 7+63.60, 50.23' RT. SSMH NO. 5 SHALLOW - TYPE '13', 48' RIM = 449.89 I.E. = 443.22 (CTR.) I.E. = 443.17 (OUT) 440 435 430 425 CHECKED FOR COMPLIANCE CITY STANDARDS RECOMMENDED APPROVAL �� 9FOR —Date �4'3 BY Date Ll _h69L BY Date—, BY DALEY-MORROW-POBLETE, INC. W S vBl 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: (253) 333-2200; FAX: (253) 333-2206 ENGINEERING - SURVEYING L NA L LAND PLANNING rFOrOe EXPIRES - KC4307