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LEGEND (NEW) 1. FOR ROADWAY SECTIONS, PROFILE, ROCK WALL AND OTHER DETAILS 6. PATCH EXISTING ASPHALT PAVEMENT FOR PIPE TRENCHES PER CITY
SEE SHEET 3. OF RENTON STANDARD PLAN H032.
FULL DEPTH ASPHALT CONC. PAVEMENT
CEMENT CONCRETE SIDEWALK, 2. FOR PAVEMENT REMOVAL, PAVEMENT PLANING AND OTHER REMOVAL 7. PIPE BEDDING SHALL CONFORM TO CITY OF RENTON STANDARDS 8063.
ymm CURB AND GUTTER ITEMS AND UTILITY ADJUSTMENTS SEE SITE PREPARATION PLAN SHT. 7.
8. CONTRACTOR SHALL CONSTRUCT A SANITARY MANHOLE WITH OUTSIDE
2" ASPHALT CONC. OVER DROP CONNECTION AFTER VERIFIYING THE 8" SEWER PIPE IN THE FIELD
4" CRUSHED SURFACING BASE COURSE 3. ALL NEW CATCH BASINS SHALL BE PROVIDED WITH VANED GRATE AND AND AS DIRECTED BY THE ENGINEER. SANITARY MANHOLE AND OUTSIDE
FRAME PER CITY OF RENTON STANDARD PLANS 6019 AND B020A.
C DROP CONNECTION SHALL CONFORM TO CITY OF RENTON STANDARD
�OlO ROCKERY
4. SEE CITY OF RENTON STANDARD PLAN 8020 FOR CATCH BASIN PLANS 6071 AND 8075. ALL INVERT ELEVATIONS SHALL BE VERIFIED
NEW SPOT ELEVATION /FLOW LINE ELEVATION SOLID METAL COVER DETAIL. AND CALCULATED IN THE FIELD DURING CONSTRUCTION.
CURB, 6!l7-TEh'AA129 SiOCWWI-K 5. CONTRACTOR SHALL CAREFULLY EXCAVATE AND EXPOSE EXISTING 9. INVERT ELEVATION SHOWN ARE CALCULATED TO CONSTRUCT 12" DIA.
G(% / %H /�Z �30XED,A4�95 WILL 8" SEWER PIPE TO A MINIMUM OF 10' BEHIND THE PROPOSED PIPE BELOW EXISTING 8" HP GAS PIPE AND 24" STORM SEWER PIPE.
BEOOV& B) .07f /SRS. ROCK WALL. CONTRACTOR SHALL VERIFY ALL EXISTING LOCATIONS AND ELEVATIONS
BEFORE EXCAVATION.
CONNECT 6" DIA. PERFORATED
DRAIN PIPE TO NEW CATCH BASIN
CB TYPE 1
p N.E. 3RD 16 +98 40 LT3 N.E. 3RD 18 +20 (40' LT.) �\ \\ K 22 +13.50 P.T.
+— CEMENT CONCRETE G.E. 48.25' [BEGIN ER ��
o0D CDRB AND GUTTER I.E. 45.40 \�
N 11 L.F. 12" DIA. D.I. SANITARY MANHOLE NTH o\ \ \O!
CLASS 52 PIPE, S =0.02 OUTSIDE DROP CONNECTION
O CONNECT TO EXISTING (SEE NOTE 8) \ ��
MANHOLE I.E. 45.18' �eRpN
W r ik w L.F. 8" DIA. D.I.
f. :y ASS 52 SEWER PIPE EE NOTE 8) K 17 +48 70 P.C. ROCKERY N.E. 3RD 18 +80 25' LT. END TAPER �
MATCH EXISTING
_
SLOPE LINE
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CB TYPE 1 SEE NOTE 3 7 h 5 °"
N.E. 3RD 17 +23 40 RT
O
G.E. 50.65'
I.E. 46.70 j
\ 160 L.F. 12" DIA. D.I. ' / w 8 eh j
/ ( CONNECT TO 0.0056 ' BEGIN TAPER 20 40' RT. SLOPE LINE N.E. 3RD 19 +40 25'-T.
i i(SEE NOTE 9) END TAPER'
i CONNECT EXISTING PIPE TO \ MATCH EXISTING'
NEW MANHOLE 48 IN. DIA.
N.E. 3RD 17 +80t (58't RT.) r _� f
G.E. 54.04 REMOVE EXISTING CATCH
i I.E.43.36 NW BASINS AND TANDON PIPE
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LS 283 +42.42 TS
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p i 20 0 20 40 2 CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
N.E. 3RD STREET
(SUNSET BLVD. TO MONTEREY DR.)
E%PIRES 9/16/96
I PAVING & DRAINAGE PLAN
DESIGNED: AIVi
DATE: 11/18/94 FILE NAME:
DRAWN: DJ
y NO. MA SCALE: = 20' DRAWING NO.
CHECKED:
ALPHA Engineering Group, -The. REVISION BY APPR. DATE APPROVED: SHEET: 11 OF: 28
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19 18 - 17 16 15 14 13 12 11 10 9 8 7 6 MICRO-BOX 6 7 8 -9 10 11 12 13 14 15 16 17 18 19
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