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REMOVE CURB, GUTTER, DRIVEWAY
ENTRANCE. WIDEN DRIVEWAY
ENTRANCE TO MATCH EXISTING
DRIVEWAY EDGE ON SOUTH SIDE
CB RIM=416.86
IE 18"CMP(N)=413.76 CB RIM=423.95
(D
2923059143 I \ \
17223 116TH AVE SE STA:21 +94.00, 16.68'RT 2 3 4 O1 CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR 00 `n
FENNELL TODD C END SECTION C DETAILS
MATCH EXISTING
O2 INSTALL CEMENT CONCRETE TRAFFIC CURB AND
2 3 4 STA:21 +86.00, 13.77'RT I GUTTER PER CITY OF RENTON STD PLAN 101
ROADWAY & DRAINAGE NOTES:
/ IE 18"CMP(S)=413.71 IE 18"CMP(N)=420.95 CB RIM=427.90 AP I
IE 18"CMP(S)=420.95 IE 18"CPEP(N)=424.40 CB 1 29.56 O3 INSTALL CEMENT CONCRETE SIDEWALK PER PER CITY
IE 18"CPEP(S)=424.40 IE 18"CPEP(N)=425.41 I CB RIM=432.71 OF RENTON STD PLAN 102
IE 18"CPEP(NW)=424.70 IE 18"CPEP(S)=425.36 IE 18"CMP(N)=429.01
\ 2 3 4 AIA:21+44.44, 1.00 RT I IE 18"CMP(S)=429.01 4O RECONSTRUCT HOT MIX ASPHALT ROADWAY PER
_ TYPICAL ROADWAY SECTION ON SHEET C3.03
M \ (7)
CONC. WALK � � +
m as(IS _ NOT USED
0 CONC. WALK o N
m = c/ 1 (A � - I -So -SD--- _ D O6 INSTALL CEMENT CONCRETE DRIVEWAY, TYPE PER Q
,� f �� 116TH A E S G - G �� S� / Ld
PLAN. TYPE R1 AND R1 B PER CITY OF RENTON STD
_��� "' / , PLANS 104-104.4. TYPE A PER DETAIL ON SHEET U) z
m Z 19+00 / - - - /L - T - - - - - - - - - - - - _ _ - ��� 8 11 �O / G - C3.04. STATION AND OFFSET SHOWN IS AT CENTER w
m m 2 +00 - - - - - - - - - - - - - - - - - - - - - - ���� IL OF DRIVEWAY AND FACE OF CURB. DRIVEWAY 0 z
(n N 9 ` 21+00 - - - - j� PROFILES ON SHEET C3.05. BACK OF SIDEWALK TO Y w
I11 P 2 ` - - �`+00 ROW MATERIAL TO BE ASPHALT FOR EXISTING Q
D v �I 6' �'7�0 \ 10 TYP ��9 -� % 23+00 ASPHALT AND GRAVEL DRIVEWAYS AND CONCRETE FOR � m w
W - / EXISTING CONCRETE DRIVEWAYS. >
- _57<
°
CIO l ut_ ° ° I rn ° / s �o SD - W / �7 NOT USED o
♦ -- ---- -- T ° ° / ° > 0� ° S _ z
' / z
� I --us 1rtT'-- -�- - ---u oHL � T � o�- - o a - w U w
/ � -- - � �° ° _ _ O8 ADJUST EXISTING CATCH BASIN OR MANHOLE TO o � o
cif I 1 S ss ,--------ox� ° oH� _ - - CONC. WALK Q
- -- T - FINISH GRADE Q �
12 3 TYP / 6 i - - I - - I 6 - -�� \ - - I _ S A� / S PH. ss SS SS OHL
' 6 / I O 0 ADJUST WATER VALVE BOX TO FINISH GRADE PER L
16' ' ` I 6CITY OF RENTON STD PLAN 330.1
MATCH EXISTING 6 RAMP OR S � / l STA:19+88.12 15 j I 16 � -
NEEDED TO EET I I I S A 2 7 I �� k.w 8 BACK OF SIDEWALK
z
0
Ld
i / 11'M•RT I • �O%7 ' a � �" l C0 I 10 INSTALL SUBSURFACE DRAIN PER DETAIL ON SHEET
8� MAX SLO � CONC. I / TYPE R 1 B I 1 1.00 RT �' � � > STA:21 +53.1 AT STA 21 +94
C3.03
II / I i TYPE R16 I 11.00'RT CB RIM=431.96 CB RIM=432.95
3 A:19+77.48, 23.50'Rf ' S A:20+96.08, 23.50'RT TYPE R1 B I I IE 12"CMP(N)=428.66 IE 12"CMP(N)=429.95 11 REPLACE EXISTING CATCH BASIN OR MANHOLE LID
P 3 IE 24"CPEP(S)=428.26 IE 12"CMP(S)=429.45 WITH SOLID LOCKING NON SLIP COVER Pj=
MATCH SOUTH I I CB RIM=424.60 TA:21 +25. 0, 23.50 RT 3 IE 12"PVC(E)=428.86 An Engineering Services Company
P SSMH RIM=432.70
STA:19+13.97, 23.50 RT IE 24"CPEP(N)=421.00 UNABLE TO OPEN 11255 Kirkland Way, Suite 300
EDGE OF EXISTING I 12 NOT USED
3 CB RIM=429.92 ()_ Kirkland, WA 98033
DRIVEWAY I AP � IE 24"CPEP(S)=421.00 IE 24"CPEP(N)=425.32 INV 8" S -420.8 13 NOT USED
7938400020 IE 24"CPEP(S)=425.32 PER ASBUILT(39-15) O p. 425.827.2014 1 f. 425.827.5043
7938400030 17232 116TH AVE SE 2823059124
7938400040 I I 14 NOT USED ......................................................
I17236 116TH AVE SE COLLODI FLORIO+PATRICIA 7938400010 17200 116TH AVE SE Civil I Structural I Planning I Survey
17240 116TH AVE SE STEVENS D W U S POSTAL SERVICE 15 NOT USED www. paceengrs.com
CURWOOD ROBERT J I I 2 17224 116TH AVE SE
3 I 4 ROLAND CALVIN+MARY JEAN 0
I
KCSP 185006
GENERAL NOTES
1. ALL DIMENSIONS, STATIONS AND OFFSETS ARE TO
FACE OF CURB UNLESS LISTED OTHERWISE.
2. STATION, OFFSET AND RIM ELEV. FOR ALL STORM
STRUCTURES ARE TO CENTER OF STRUCTURE. SEE
SHEET C3.04 FOR STRUCTURE PLACEMENT DETAIL.
3. EXISTING GRADE PROFILE SHOWN IS AT
CONSTRUCTION CENTERLINE. FINISH GRADE
PROFILE SHOWN IS AT FLOWLINE.
4. DISTURBED AREA EAST OF THE SIDEWALK,
INCLUDING PRIVATE PROPERTY TO BE REPAIRED
AND REPLACED IN KIND USING, GRAVEL, SOD,
BARK MULCH AND/OR TOPSOIL. ALL PRIVATE
UTILITIES TO BE REPAIRED OR REPLACED IF
DESTROYED DURING CONSTRUCTION.
5. CONTRACTOR TO POTHOLE AND VERIFY EXISTING
UTILITY LOCATION AND DEPTH AT ALL PROPOSED
UTILITY CROSSINGS. POTHOLE DATA TO BE
PROVIDED TO ENGINEER IF THERE IS A CONFLICT.
6. SLOPES SHALL COMPLY WITH SECTIONS R303.2.1
OR R303.2.2 OR R303.2.3 OF THE REVISED
DRAFT GUIDELINES FOR ACCESSIBLE PUBLIC
RIGHT-OF-WAY OF NOVEMBER 23 2005
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7. ALL WORK MUST STAY WITHIN RIGHT OF WAY AND J L W
Z CENTERLINE CONSTRUCTION LIMITS AND CANNOT GO OUTSIDE Q
' OF RIGHT OF WAY. THERE SHALL BE NO Q J
PROPOSED FINISH Z L�
_ GRADE AT FLOWLINE DISTURBANCE OUTSIDE OF RIGHT OF WAY LINE -
420- U -420 EXCEPT FOR DRIVEWAY SMOOTH ING/PAVINGW Z Of Of
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0 0 " � -� "t 0 " � " � " � 0 - � 4� t � CD -t -t SCALE: DATE:
w� w� w� w w AS SHOWN 8/26/16
Z DESIGNED BY: CHECKED BY:
18+75 19+00 20+00 21 +00 22+00 23+00
TC RN
JOB NUMBER
0 5 10 20 15465
VERT. SHEET:
Scale In Feet
0 10 20 40 CALL BEFORE C3.02
HORIZ. YOU DIG 811
Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 10 OF 20