HomeMy WebLinkAboutR-393022Q
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EXISTING TYPE 2 CB I I FINISHED GRADE @ FLOWLINE
STA 20+10.35, 128.70' RT
RIM: 37.70 GRADE BREAK STA = 12+28.90 GRADE BREAK STA = 13+63.09
ELEV = 37.910 �
IE: 29.35 12" (W) ELEV = 37.663 EXIST. GRADE @CENTERLINE
IE: 29.35 12" (E)
IE: 29.35 12" (N) EXIST
r - - ---------0_ --- ----------GR-AD-E-@-SAW-C-UT-LI-NE--- --------- ---------------------------I
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-------------------------- -- ------------------------------
�1-------------------
18JQ----------------------------------------- TOP II
OF EX. 6" UNKNOWN=36.30
BOTTOM=35.80
NEW 6" WATER TOP OF EX. 16" WTR=35.00
EXIST. 8" D.I. WATER MAIN BOTTOM=33.75
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TOP OF EX. 8" WTR=33.93 TOP OF EX. 2" COMM=34.34
BOTTOM=33.26 BOTTOM=34.17
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STMH 2O01 - - - - - - - - - - - - - - - - - - - J TOP OF EX.2"PWR=33.97
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TOP OF EX. 3" PWR=33.72 BOTTOM=33.80
BOTTOM=33.47 TOP OF EX. PWR=33.25
BOTTOM=32.58
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- EXIST. 12" CONC. STORM PIPE - 6" CLEARANCE
- - 24 LF 12" CPEP @ 9.59 PROVIDE ETHAFOAM PAD
Q
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I- -1
STMH 2772 1
EXISTING TYPE 2 CB SDCB 70
L L STA 14+36.00, 10.98' LT 48" TYPE 2 CB
L J SDCB 67 FINISHED GRADE ELEVATION RIM: 38.37 STA 40+30.56, 9.77' RT
OVERBUILD CATCH BASIN @ FLOWLINE IE: 30.87 12" (NE) (NEW) RIM:3:7.85 37.84
STMH 2427 48" TYPE 2 CB EXISTING GRADE ELEVATION IE: 30.27 12" (W) (EXIST.) IE: 39.99-12" (SW)
EXISTING TYPE 2 CB STA 10+61.05, 9.76' LT @ CENTERLINE EXISTING / FINISHED GRADE ELEVATION IE: 30.37 12" (E) (EXIST.) 30.69
STA 20+08.92, 19.76' LT _ RIM:3,'.52 37.47 @ SAWCUT LINE IE: 33.22 6" (S) (EXIST.) -
RIM: 37.42 IE: 29.19 12" (W)29.27 IE: 33.22 6" (SE) (EXIST.)
IE: 28.92 12" (E) I IE: 29.19 12" (E) 29.27
Ln LO (N n Il- M 00 M NI,- `l- N n Cfl N CD CO Ln O M 0) n O
r7 M M C.O O C_O I:Q0 CO Lq � LO 00 � Cfl M Lo co O LLB � O co O (.0 O r. 00 1 GO O GO � ti M N DO O N cr7 O "t T7 O M Ll7 CIA � O
M M C0 M M M ~ M ~ M ~ M ~ M M M M M ~~ ~ ~ a0 CO M W Co
3 rr3 I.r� I.r3 I.r3 3 M 3 M n CM 3 CM I.r-1 M n CM M CO M M M M M � M M M CM � M n M CM CM M
GRADE BREAK STA = 10+78.90
ELEV = 37.387
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9+30 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
KEYNOTES
AS -BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERAIIONaFTHIS ooCilMENrSHALL NVMIDATETHE
PROFES90NA1. SEAL AND SNiflAIURE PUBLICATION OF
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TMIsDocu�B+TDOES NOT DEROGATE Fr�aNRESERVED
OWNERSHIP RIGHTS RI IT. THIS
USE
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY a1LYFOR THE PROJECT faENTFEDNTHE TITLE BLOO(
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
a
J
J. 00
5 RAMP REVISION
4 STORM DRAINAGE REVISIONS
3 CITY COMMENTS
.� 2 ADDENDUM NO. 3
ITBVL �tv TACOMA•SEATTLE•SPOKANE•TRI-CITIES 1 ADDENDUM NO. 1
SIONAL 2215 North 30th Street, Suite 300 Tacoma, WA98403 NO. REVISION
/oQ/7Mo253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEE
O CROSS WALK PUSH BUTTON FOR ACCESSIBLE
PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT
LOCATION.
O RELOCATED LIGHT POLE. SEE SIGNAL PLANS FOR
EXACT LOCATION.
O TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP.
OEXISTING MAILBOX
WJF
2/22/181
WJF
SURVEYED:
SCALE:
D. FOLLANSBEE
AS SHOWN
WJF
12/13/17
WJF
DESIGNED:
G. TAUSCHECK
WJF
4/21/17
WJF
WJF
3/17/17
WJF
DRAWN:
F. KATONA
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
WJF
3/1/1 7
1 WJF
CHECKED:
W. FIERST
BY
DATE
APPR
SCALE ACCORDINGLY
I APPROVED:
S. COMFORT
14+00 14+50
CONSTRUCTION RECORD DRAWINGS
VERTIAHOR ZONTAL� HAD D1983/11991 _y
CITY OF
REN TON
DATUM
Planning/Building/Public Works Dept.
BY:
BY:
BY:
BY:
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15+00
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
DATE:
DATE:
DATE:
DATE:
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICT
NORTH 3RD STREET FRONTAGE
IMPROVEMENTS
05/04/2017
FIELDBOOK:
PAGE:
DRAWING NO:
C6.4
SHEET: OF:
OF:43
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R-393022