HomeMy WebLinkAboutR-4252083
a
LLI
I
0
a
9
m
N
M
9i
0)
0
I
O
O
N
N
U
q
m
E
0
a
E
COMPACTED CRUSHED
SURFACING TOP COURSE 13/16" DIA HOLES
HMA CLASS 1/2"
CV p
COMPACTED CRUSHED p Q 6 0
SURFACING BASE COURSE o <
SAWCUT TACK AND } o FACE OF CURB
MATCH EX ASPHALT Q Q J 6.5" +- --
FULL DEPTH 12" Q
131" 5.5" 0
R0.5
FINISH GRADE co N
-1 T
INSTALL CONCRETE
O` = 9 WHEEL TOPS WITH
O O O O N
�occ: �Ao� ❑o� ❑o��Do ❑o��Do�� PAVEMENT CO 1 DRAINAGE SLOTS
C=
-— JIB 1— I— o 0 0 0 0 0 0 o c - -
o 0 0 0 0 0 0 0 0 �°.
IIII III IlllJ
III III III III III � * � — — ' LO
—— —1-1 —1-1-1 o 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
ll,illll�lIIIIIIIIIIIIIIIIIII -
FOR CONCRETE FINISH EXISTING ASPHALT Q0
#4 BARS AT 12 \ \ /\\ \\�\\\ \\�\\\ \/ 2 CLEARANCE (TYP)
O.C. EACH WAY AND JOINTING, SEE NOTE:
LANDSCAPE PLANS EX UNDISTURBED PAVEMENT \�\\\/ j \�\\/ j 0'5 e CONTRACTOR SHALL 3:1 SAND AND CEMENT
CEMENT CONCRETE PAVEMENT SUB -BASE MUST BE COMPACTED TO \\\ \\ GROUT 1 DEPTH
FLUSH WITH ADJACENT o = — z z z TOP OF CURB AT 4 a ° ° CONFORM TO WSDOT
95/o MAX DENSITY PER ASTM D 1557 —1 —III �\ \/ \�\ \/ SPEC. 8-04.3 5"
2 CLR CRUSHED SURFACING TOP SURFACES ON ALL \ \ �\ \/\\/ c� N N DRIVEWAY APPROACH 2 1/2 2 1/2
(TYP) COURSE (5/8" MINUS) SIDES COMPACTED STRUCTURAL FILL \ /\ \ \j/\\ \\/ NON -SHRINK GROUT
° SUB -BASE (OR EXISTING SUBGRADE) \\\\ \\�\ \
T° PER GEOTECHNICAL ENGINEER TWO #3 BARS \\/ \�\ \/ \�\ \/ \�\
_ 8.25"
cfl
-I
s
— �10
I_4. 4 1 . CV
AIL
0
- 0 00 0 00 0 0
0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 O
N ) O 00 � o
00 00 0 0 0 0 0 D 0 0 0 0 o Oo 0 o o a NOTES:
THREE #6 BARS
DEPTHS ARE COMPACTED THICKNESS
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NTS NTS ATTACHMENT DETAIL NT__(:2 )-(:
- - Asphalt Concrete Pavement Concrete Vertical Curb Wheel Stop 4
III III SMOOTH BROOM FINISH
COMPACTED SUBGRADE NOTES:
(MIN 95% MAXIMUM DRY DENSITY) 1. SEE LANDSCAPE ARCHITECTURAL 1/4" EDGED
CRUSHED BASE COURSE PLANS FOR CONCRETE SCORING GROOVE 1.5% SLOPE (SEE NOTE 3)
(1-1/4" MINUS) AND JOINTING. 4.
ASPHALT PAVEMENT r CONCRETE WALK OR
NOTES: 2. CEMENT CONCRETE SHALL BE ° ° ° a PER PLAN CONCRETE PAVING
CLASS 4000
47
SEE DETAIL SEE DETAIL
1. DEPTHS ARE COMPACTED THICKNESS ° g
2. WHERE PERMEABLE BALLAST IS USED FOR CONSTRUCTION ACCESS AND STAGING, a
SOME RUTTING AND DISTURBANCE OF THE SURFACE MAY OCCUR. THE CONTRACTOR o 0 0 0 a
SHALL REMOVE AFFECTED AREAS AND REPLACE THEM WITH PROPERLY COMPACTED = 12" 4d
CRUSHED ROCK PRIOR TO FINAL SURFACING. WHERE PERMEABLE BALLAST IS USED,
NO CRUSHED SURFACING BASE COURSE WILL BE REQUIRED UNLESS DIRECTED BY —� NO o
THE GEOTECHNICAL ENGINEER. SEE SHEET C3.06 SIGN TYPE
CEMENT CONCRETE COMPACTED SUBGRADE PARKING PER PLAN
PAVEMENT, CLASS 3000 95% ASTM D1557 uJ FIRE 4" MIN CRUSHED
COMPACTED CRUSHED LANE SURFACING TOP COURSE
NOTE: SURFACING TOP COURSE �� CAST -IN -PLACE
CONCRETE
1. CEMENT CONCRETE SHALL BE CLASS 3000
7-3/4"
2. DUMMY JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED BOTTOM
OF SIGN
JOINT MATERIAL SHALL BE PLACED AT 15 FOOT
INTERVALS
z_
3. SLOPE SHALL BE 1.5% FOR CONSTRUCTABILITY WITH 2" DIA GIP SCH 40
A 2.0% MAX
EXISTING
GRADE
NTS 5 NTS 6 NTS n
Concrete Pavement Concrete Sidewalk Flush Curb a
N
3000 PSI CONCRETE
z
WIDTH PER PLAN 6" 4 18" ° , `1—
� 8' MIN
NOTES:
1. CONFIRM SIGN HEIGHT WITH FIRE MARSHAL PRIOR TO PLACING
4� 1/2" (IN) R (TYP) ORDER FOR SIGNS AND POSTS WITH MANUFACTURER.
2. COORDINATE WITH FIRE MARSHAL IN THE FIELD FOR FINAL
4" MINIMUM TOP COURSE SEE CURB HEAVY DUTY LOCATION AND SPACING OF SIGNS.
FACE DETAILe ASPHALT PAVEMENT 3. SIGNS SHALL BE INSTALLED PARALLEL TO THE ROAD.
cslo PATCH SEE DETAIL
2
c310 NOTE:
ALL DETAILS SHOWN HEREIN ARE FOR WORK WITHIN THE PRIVATE
SCHOOL PROPERTY. ANY WORK WITHIN THE PUBIC ROW SHALL
UTILIZE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS.
NOTES:
1. EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB R-425208
(FULL DEPTH)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NTS 9 NTS 1 o
Not Used Monolithic Curb and Sidewalk
NTS 1 1
A. JAB Sign and Post Installation
CONSTRUCTION RECORD DRAWING ti of wAsy� O ADDENDUM N0. 1 JAJ 3/6/23 SURVEYED: SCALE: DATE:
HORIZONTAL: N D 1983/1991
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE ,�� � � 2 PERMIT COMMENTS JAJ /14/2
PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN W s COR NO. 01 JAJ /03/2 CITY OF RENTON PARK ELEMENTARY SCHOOL 10/27/2023 RENTON PAGE:
DESIGNESSE HOR FIELDBOOK:
EDITED TO REFLECT THE CONSTRUCTED STORM SYSTEM AND SITE DRAWN: ADA AND SAFETY UPGRADES
IMPROVEMENTS. FIELD DIMENSIONS WERE PROVIDED BY RW SCOTT 43667 � 4 RECORD DRAWINGS JAJ /21/2 DJD ONE INCH DATUM DRAWING NO:
CONSTRUCTION AND PROVIDED TO JACOBSON CONSULTING 4tc�sT IVL ♦� CHECKED: AT FULL SCALE Planning/Building/Public Works DeptIF NOT ONE INCH . PAVING DETAILS C310
E I N G I N E E RS IN OCTO B E R 2023. sV�ONAL �APPROVED: SCALE ACCORDINGLY SHEET: OF:
2 21 202�} N0. REVISION BY DATE APPR JAJ 8 OF 11
N
co
T
co
A,
u