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ROCKERY GENERAL NOTES
1. The rockery wall shall be installed with a smooth face.
2. The long dimension of the rooks shall be perpendicular to the wall face.
3. The rock shall be placed so as to lock into two lower rocks.
4. The rockery foundation soil shall be inspected and approved by the engineer prior
to rockery construction.
5. The base rock shall have a minimum base widtr of H/3, where H is the height of
the rockery. The base rock and other rocks shall also meet the following weight
requirements. H shall not exceed 12 feet.
Minimum Weight cf Rock
Lower 6 Feet 2,400 lbs.
Upper 6 Feet 1,600 lbs.
6. These details and notes are given only as a guide and should not be construed as
a design. It shall be the responsibility of the developer to secure all necessary
permits for construction of rockeries.
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ROCKERY DETAIL (CUT SLOPE) ROCKERY DETAIL (FILL)
GENERAL NOTES
1. All work and materials shall be in conformance with the standards and specifications
of the City of Renton Utility Department and the latest edition of the APWA standards
and specifications.
2. A copy of this plan must be on -site whenever construction is in progress.
3. It shall be the responsibility of the contractor to obtain street use and any other
related permits prior to any construction in county or state right-of-way.
4. Approximate location of existing utilities have been obtained from available records
and are shown for convenience. The contractor shall be responsible for verification
of locations shown and discovery of possible additional utilities not shown, so as
to avoid damage or disturbance.
5. Locations of buildings, roadway and parking areas shown hereon are approximate.
Exact locations shall be field set by the engineer.
6. See architectural site plan for exact locations of carports, trash and storage
facilities.
7. The temporary erosion/sedimentation control facilities shall be constructed prior
to any grading or extensive land clearing in accordance with the approved temporary
erosion/sedimentation control plan. These facilities must be satisfactorily main-
tained until the construction and landscaping is completed and the potential for
on -site erosion has passed.
8. No final cut slope shall exceed 1'2:1 (horiz.:vert.) without stabilization by
rockery (not to exceed 8') or by retaining wall.
9. No final embankment slope shall exceed 2:1 (horiz.:-vert.) without stabilization by
rockery (not to exceed 8') or by retaining wall.
10. All earthwork under paving to be used by vehicular traffic shall be compacted to
minimum 92% density per ASTM D-1557-70 (modified Proctor).
11. ,Unless otherwise noted, all elevations shown in paved areas on the plans are top
of paving.
12. All disturbed surfaces shall be seeded unless other landscaping/erosion control
measures are employed. Grass seeding will be done using an approved type hydro -
seeder or as otherwise approved by the City of Renton. Grass sod may be substi-
tuted for hydroseeding.
13. A preconstruction conference and twenty-four hour notice will be required prior
to starting new construction.
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SIDEW.AL K SECTION � TAL BO T ROAD
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L EGA L DESCRIP T/ON
That portion of the southwest quarter of the northeast quarter and of the
northwest quarter of the southeast quarter of Section 31, Township 23
RECOMMENDED
North, Range 5 East, W.M., in King County, Washington, described as
follows:
FOR APPROVAL
Beginning at the southeast corner of said southwest quarter of the
northeast quarter, from which point a concrete monument marking the east
BY
quarter corner of said Section 31 bears S 89°00'38" E a distance of 1319.76
feet; thence N 89°00'38" W along the east -west centerline of said Section
52.08 feet to the westerly right-of-way margin of County Road No. 80
RECOMMENDED
(AKA Kent -Renton Road) and the True Point of Beginning of this description;
thence continuing N 89°00'38" W along said section centerline 448.00 feet;
FOR APPROVAL
thence S 11°40'00" W 75.71 feet; thence N 78°20'00" W 96.74 feet; thence
S 82044'00" W 265.92 feet; thence N 07°16'00" W 95.65 feet to a point on
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the east -west centerline of said Section 31; thence N 89°00'38" W along
said section centerline 379.03 feet to the easterly margin of Primary
Sfrce f�O ems a. 7-
State State Highway No. 5 as conveyed to the State of Washington by deed recorded
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under Auditor's File No. 5295153; thence along said margin N 10°56'07" E
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12.30 feet and N 30'54'59" E 366.01 feet to the north line of the south
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half of the south half of said southwest quarter of the northeast quarter;
thence S 89000 55 E along said north line 1,030.20 feet to the westerly
FOR APPROVAL
margin of said County Road No. 80; thence S 00°30'28" W along said margin
329.42 feet to the True Point of Beginning.
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ANl-'i-�OVE® DATE
REV
DATE
DESCRIPTION
VENTUR4 PARTIVERSHIP
/INDEX
855 - '106 th Ave /V PO Box C- 9000/
SHEET No.
/. GRADING PLAN
2. TEMPORARY EROSION/
SEDIMENTATION CONTROL
3. STORM DRAINAGE PLAN
4. STORM DRAINAGE PROFILE
5. SANITARY SEWER PLAN
6. SANITARY SEWEP PROFILE
T. WATER PLA
GATEWAY APARTMENTS
GRADING
(206, 454-0743 OR E385-7B77
DODDS ENGINEERS, INC.
1950-130TH AVENUE NORTHEAST
BELLEVUE, \A/ASH!NGTON 9BOO5
DWN' •i' BOOK. PROD NO
CKD
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