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MIN MIN I I MIN MIN
SPECIAL .NO NOTE �I
IN THE EVENT TRANSVERSE PATCHES EXIST
WITHIN THE AFFECTED STREET, THE LENGTH l l
OF THE PATCH SHALL BE EXTENDED TO C
INCLUDE ANY EXISTING PATCH WITHIN
10 i 1
FEET OF THE EDGE OF THE PATCH REQUIRED,
FOR THE NEW CROSSING AND ANY
SUBSEQUENT PATCH EDGE N11HIN 10 FEET I 1
OF THE EDGE OF THE SECOND PATCH AND
SD ON UP TO A TOTAL OF 300 FEET. FACE OF GUTTER OR
EDGE OF PAVEMENT
TRAFFIC FLOW {I
2" HMA I"
1 1 ` I CENTER LINE OR
_.I
.( ! LANE LINE
1I
2" TO 6" HMA 1 1]I
DE 2" DEPTH OF
A
PLANING OR SAWCUT AND REMOVE
6.5- MIN.
IVAARRIES:
MIN I MIN VARIES M'N I MIN DEPTH OF EXISTING PAVEMENT
F�l
2" SAWCUT AND REMOVE
OR PLANE, SEAL NTH 2" - 6• MIN. HMA (SEE NOTE 2)
AR-4000W I .�
_
(EACH SIDE) l
CRUSHED SURFACING TOP COURSE (CSTC)
(9 STANDARD
2' HMA (9-03.ICTI PER COMPACTED
SPECIFICATIONS, COMPACTED TO 9596 MODIFIED
PROCTOR,
5AWCUT AFTER BACKFlLL -
EACH SIDE
CSTC. BANK RUN GRAVEL FOR TRENCH BACKFlLL
GRAVEL BORROW (9-03.1 PER
WISDOT1 T
WSDOT STANDARD SPECIFICATIONS OR NATIVE
NA
MATERIAL IF APPROVED IN WRITING ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95R
MODIFIED PROC,.
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL- SEE STANDARD
NEEDED, SHALL MEET THE REQUIREMENTS OF WSOOT
PLAN 110.1.
STANDARD SPEGFCATION 7-08.3(1)B
TRENCH WIDTH
FOR NOTES, SEE STANDARD PLAN 110.1
SM. PLAN - 110
TYPICAL TRANSVERSE PATCH FOR
DEPARTMENT PUD WORKS
FLEXIBLE PAVEMENT OR RIGID
PAVEMENT WITH OVERLAY
�S
r•rr
NTS
COR STD PLAN 110 - TRANSVERSE PAVEMENT PATCH
r,i
-EX SEWER MAN
I
PROPER
_-SPOOL (LENGTH AS NEEDED)
7 i
6" SERER STIIBE
b- {
FUTURE IV SIDE SEVER
\
`SEWER MAIN TEE >�"'
Fm
4" SAPID M G T PAINTED
I -S' CAP/ ITE WHH 7HE� _57ENgLED
�
Ii IWWNRRAA3PP"PP1Sf11EtB ANO-- WIRE
• r EXTENDED TD THE �T�OPE DF TONE STUD.
I
COUPLING (1'rTt.)
t»
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- - �lf" SCNER SIIIIB ��" �. TURF I6"K r•" REDUCER iIo
SEWER MAIN SIZE X 6" TEE
(�� T�CCC snR -flpr v; rca rtiwwFr'ApFlS TO EXISEING eem MAIN -
A V)11O*D CLAY MAI IT IN Nf: NIIW PVC "TW USING rKTRONGI REJBIE D UPLINGS (PERNCO OR AP ROVF �UA�I J Fl •-
B. CONCRETE A _ 1705 IN A TIEWIM = 7r IISMA F10g!J: OMOLOWS (11'ER1CC GR APPROVEL' I"
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LC MANHOLVC=fl=OR]-:,W- CONNECFIONS-70 -MAiH n -IUL Af,f�M___-_C�T!" IC K Q TS pt R(�E
SHALL BE C-ORN1Eb.
P9F MITI_ /
Sw
fIZONTA4
V MIN. MMIN SEWER MAIN
ppP1Cr�TE B t:KII r� Nf1� AfI'LZF
� lEE AT MAnN BETNFFN DA1 ANp �AB��M�S��p� IMS;IL-RISE-�I E
Mgr UNLEWO E 1115E SNOWM W7 PLMI SqE SEVER SHALL VE 1,MINIMUN 2 CCyER AR PR RTY LINE LTA 3 3'
L 7[ 7HIU1 I�HE LOMEST MUSE EIEV ilk jMIL11QYR 6 LgME/i.
STANDARD SIDE SEWER 1
DEPAMEN'r INSTALLATION
PUBLICWORKS
(9 (SEWER MAIN TO PROPERTY LINE)
NTS
COR STD PLAN 406.1 STANDARD SIDE SEWER INSTALLATION
SAWCUT, TACK COAT AND
FINISHED GRADE 12" MATCH EX ASPHALT
GRADE
EXISTING ASPHALT
NOTE:
FOR ON -SITE USE ONLY
E
C PAVEMENT SUB -BASE MUST
COMPACTED TO 95% MAX.
=NSITY PER ASTM D1557
IMA CLASS 1 /2" ASPHALT
'RETE PAVEMENT
_ AGED EDGE DETAIL t'Q 7!'p10
I? E M Df'PLmMA,R,u-Ei+AE D' tl TWICxi a
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soiEs7 wN ,m AW rt (m.l WITH RAISED EDGE Np F
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All PM ounElN
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wAaPuofrANR ADIACENuaroJF r
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ir0en-IF�W G WK. Yfn4M1
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VreMd alnf 1He20; 4r JOINT AND FINISH
DETAIL •►
1 M dAMF CerneM Cmvne Gih xln ,, i' �':
sae.aLx n� Frn nr.a For other relenrlrxd NOTES eee - ..
:vnnn wnn. r'1 earM STD PLAN 10p 2 - pz "` •�
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3�- Caanemhe 4'am PSL STD PLAN 1. 1es eppfi-bl9 : E EXPANSPIALANEION
- - E%PAN910N JOI
PUBLIC'. WORKS CEMENT CONCRETE PLA_9 - 1i12
DEPARTMENT SIDEWALK
NTS
COR STD PLAN 102 CEMENT CONCRETE SIDEWALK
FINISH SURFACE PER PLANS
TRENCH BACKFlLL PER -
PROJECT SPECIFICATIONS.
CDF PER WSDOT STD SPEC
2-09.3(1)E
FINISHED GRADE
NEAT -LINE TRENCH (TYP)
WHEN DEPTH IS LESS THAN
4FT
a
6" MI
PIPE
�a e aA \
✓/• /•./
30" MAX
2
NTS 6
CDF TRENCH BACKFlLL
SAW -CUT, TACK COAT AND
MATCH EX ASPHALT GRADE
12" _IJEXISTING ASPHALT
NOTE:
FOR ON -SITE USE ONLY
EX UNDISTURBED PAVEMENT
SUB -BASE MUST BE
COMPACTED TO 95% MAX.
DENSITY PER ASTM D1557
3" HMA CLASS 1 /2" ASPHALT CONCRETE
SUBGRADE COMPACTED- I PAVEMENT
TO FIRM AND
SE 4 ATB
GRAVEL BORROW PER WSDOT UNYIELDING CONDITION 2" CRUSHED SURFACING BASE COURSE
SUBGRADE COMPACTED PER SECTION 9-03.14(1), COMPACT TO PER WSDOT SECTION 9-03.9(3),
GEOTECHNICAL 95% MAX DENSITY COMPACT TO 95% MAX DENSITY
RECOMMENDATIONS OR EX SUBGRADE MOISTURE
CONDITIONED NOTES: 12" GRAVEL BORROW PER WSDOT SECTION
COMPACTED TO 95% MAX DENSITY 9-03.14(1), COMPACT TO 95% MAX
NOTES: PER ASTM D1557 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX DENSITY OR EX SUBGRADE MOISTURE
SECTION. OTHERWISE, CONSTRUCT SECTION SHOWN. CONDITIONED COMPACTED TO 95% MAX
1. SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS DENSITY PER ASTM D1557
EXISTING AND APPLY TACK COAT.
2. PLACE AC IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA
3• PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. SECTION 5-04.
CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE
PAVING. REMOVED MATERIAL WITH GRAVEL BORROW.
CONTRACTOR SHALL TEST AND VERIFY SUBGRADE
NTS 9 MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. NTS
ASPHALT PAVEMENT - HEAVY DUTY J.ASPHALT PAVEMENT- HEAVY DUTY -ACT
Ij1�
1932 First Ave � wAs
Suite First
Cell 3 Working Da s � �� 0� A t//
Before You DIG! -
Seattle, WA 98101
p. 206.725.1211 0 - 0 30766
f.206.973.5344 °g� �� _ �o� ��61ST0-
engineering pllc www•Ipdengineering.com y-800-424- 555 NO. REVISION BY
;RUSHED SURFACING BASE
RSE PER WSDOT SECTION
3.9(3), COMPACT TO 95%
DENSITY
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NTS
COR STD PLAN 104.2- CEMENT CONCRETE DRIVEWAY ENTRANCE
SURVEYED:
DESIGNED:
Lip
DRAWN:
SMN
CHECKED:
DATE APPR APPROVED:
/ \ LV t ui,4u UrCIVtVVHT rr-m
c4..o3 I COR STD PLAN 104.4
�' MODIFIED AS SHOWN
3
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1"=I'll
WEST ENTRANCE DETAIL
SCALE:
1 0 r HORIZONTAL: MAD 1983/1991
- �. CITY OF
RENTON
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
[%L=4 Cy#f11F11N'dl�:�µi..�:i•'
�A I
7,1
'4e[ IA1N q1 -
-
F✓
1 1
i� � 1PCTBL 1
COP# I� 2/23/2018
NTS
COR STD PLAN 104.4- CEMENT CONCRETE DRIVEWAY ENTRANCE
��_ STD PLAN - 104A -
IENTCONCRETEDRIVEWAY.-
PRANCE - TYPES C18,'C2B,_..
and C-MAXB (WIT►1 BUFFER) -le
0 2.5 5
Scale 1 "= 5'
R-398744
S-398707
W-398707
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
FIRE STATION 15
1404 N 30TH STREET
RENTON, WA 98056
UTILITY AND PAVING DETAILS
FIA I
DATE:
F14/3D0/2019
PAGE:
DRAWING NO:
04.03
SHEET: 17 OF:18
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