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C4.10 DETAIL I I 12.5 9.0. • / � /
---- {ITEM 1} CC - - - - --� 12.5X., %I�h e +60.4
CITY OF RENTON \�:d
30.0 UTILITY ESMT. TO CITY { �,' . , • e + ORD. 3266
/ \ <.: /
REC. NO. 7812040685 / /` e / e
N. LINE VACATED SO. 7TH STREET 1 ; � eY �•:.� .'��.�,� ° .2 °����•�` +- ,f -,�� 9,p , ' ,d a
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/ 0 FOUND 1.5" ASSIE W/PUNCy� Ff' , a / / / / / / ,� �' RECORD NOTE 03/26/2024
P i � _ TIOIo��OF DO 0� [S€-COR_SEC 18, / / / / /� THESE RECORD DRAWINGS HAVE BEEN
8 Ala S�'TOP ; . , ?77-/ c��t, I N. . RNG. 5E]
ELTER e NSF REN �� OF COMMENCEMENT / / / / / ' P�ARED BASED ON SURVEY INFORMATION
LK.AFFIC \�\� 7x P CEL C / (a . / / / GRAPHIC SCALE PROVI BY A THIRD -PARTY SURVEYOR. AHBL
Q SIGNAL AND STREET N 1g8 � v / � / /
/ LIGH SEMENT. / 75856./ / / / / 0 10 20 40 WILL BE RESPONSIBLE FOR THE DATA
`0 3 N0. 871022135 E 1300673.62 / / / PROVIDED BY THEM. THE THIRD -PARTY
CITY OF RENTON / BP: 1400.00 // // / / / SURVEYOR WILL BE RESPONSIBLE FOR THE
30.0' UTILITY ESMT. TO CITY 1" = 20 FEET ACCURACY OF THE ACTUAL LOCATIONS IN THE
ORD. 3286 Q_°\�
REC. NO. 7902200758 / / e p'.'. / / ,.� I, i / �./ y FIELD. THOSE RELYING ON THIS RECORD
I / DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY
r BEFORE APPLYING IT FOR ANY PURPOSE.
TOP
T WAS,7 a / / CiNIEn9ine..s
.{ • ■ SWCIU Engle 001 ASI-001 CJ 9/27/22 DT
SURVEYED: SCALE:
T.L.
L.HOR ONTAU NAD 1983/1991 CITY 0 F
,���Am„;," 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGDESIGNED:l�, PER SHEET �
J.N.
• CanmunityPlanr"rs 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT � RENTON
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Land SO y- 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN: J.N.
Know what's below. P �, 46416 �v� 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: AT FULL ONE NSCALE CH DATUM
�01STL � T A C O M A S E A T T L E DT Planning/Building/Public Works Dept.
NOT ONE INCH
Call before you dig. A�sSIONAL 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253,383.2422 TEL APPROVED:
SCALE ACCORDINGLY
y g' 1200 Sixth Avenue, Suite 1620, Sealtle, WA 98101 206.267.2425 TEL NO. REVISION BY DATE AP P R
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KEYNOTES
10 GRASS PAVE PER LANDSCAPING.
(D BOLLARDS PER ARCHITECT.
33 RELOCATE BUS STOP SIGN. ' ^
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40 GRASS PAVE, EXTENTS PER LANDSCAPE. 5 r
C2.10 T
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O5 TRANSFORMER PAD PER MECHANICAL PLANS. C)
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PAVING NOTES
1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION
PRIOR TO PLACEMENT OF PAVING AND UTILITY
IMPROVEMENTS.
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2. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY
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FROM BUILDINGS FOR ALL PAVED AND NON -PAVED AREAS,
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AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF
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SURFACE WATER.
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3. THE SPOT ELEVATIONS INDICATED ON THESE PLANS
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REPRESENTS THE DESIGN TOP OF PAVEMENT UNLESS NOTED
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OTHERWISE.
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4. VEGETATED AREAS LOCATED ADJACENT TO THE BUILDING
SHALL BE 6" MIN BELOW FINISH FLOOR ELEVATION UNLESS
NOTED OTHERWISE.
5. ADA ROUTES SHALL NOT EXCEED 5% IN THE DIRECTION OF
TRAVEL UNLESS HANDRAILS ARE PROVIDED. LANDINGS AT NO
MORE THAN 2% SHALL BE PROVIDED FOR EVERY 2.5 FEET OF
RISE. CROSS SLOPE SHALL NOT EXCEED 2%.
6. TOP OF WALL AND BOTTOM OF WALL SPOT ELEVATIONS
SHOWN ON THESE PLANS REPRESENT THE TOP OF PAVEMENT
00
OR TOPSOIL ADJACENT TO THE WALL. REFER TO STRUCTURAL
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DRAWINGS FOR ACTUAL WALL ELEVATIONS.
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7. TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED
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OTHERWISE.
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8. SEE LANDSCAPING PLANS FOR CONCRETE SCORING,
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GUARDRAIL DETAILS, SURFACING OUTSIDE OF CONCRETE AND
ASPHALT, AND PROPOSED VEGETATION.
*ALL ONSITE CURBS SHOWN ARE VC UNLESS OTHERWISE NOTED
LEGEND:
RIGHT-OF-WAY/PROPERTY LINE
- CENTERLINE
PROPOSED BUILDING OUTLINE
ASPHALT PAVEMENT - STANDARD DUTY 1
ASPHALT PAVEMENT - HEAVY DUTY C2.10
CEMENT CONCRETE - STANDARD DUTY P 2
- HEAVY DUTY CEMENT CONCRETE C2.10
VC VERTICAL CURB 3
C 3
FC FLUSH CURB 4
C2.10
R-420006 I �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7
WATERSHED APARTMENTS
CONSTRUCTION DRAFT SET
HORIZONTAL CONTROL AND PAVING PLAN
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DATE:
03/28/2023
FIELDBOOK:
PAGE:
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DRAWING NO:
C2.00
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SHEET: OF:
6 48