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Home My WebLink AboutTED4001709.3��v��2��'��5�,W�� ^ `~--` ^-` ^ |~� �^ 7`~~7` / L_ � � � �� V, ' L / � / / / r--------- --------------- -------� | ' ' ' \ ^ ^^ _J � ------ ------- ~ -- -�- � -~~~- _--'----S0 ' , ��- -�-- ------- --�-- --�� --- -Sa~^------��- ___' Z�-|--- ---' --- --- -------' ---'------ ---'---T--��-- ------- r--- --- ------------\�� | | ` � \ �- ---- ---| SAW CUTBUTT NEW ]v| ��| / �� \~ «~ = / rO�OLD^ SEAL /& 7AL@OrAD SDU7Y GENERAL GRADING NOTES l. 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 ApNA -standards ` and specifications. _________ 4 R614�� 2. Acopy of this plan must be on -site whenever construction is in progress. Np____ 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 _ F�*�� and are shown for convenience. The contractor shall be responsible for verification ' RK of locations shown and discovery of possible additional utilities not shown, so asEXTRUDED to avoid damage or disturbance. ----/, !ATFi�;KA,,' 2% CURB 5. Locations of buildings, roadway and parking areas shown hereon are approximate. � � Exact locations shall be field set by the engineer' ~_ - ��/��/n/� ` � `.��] 6. See architectural site plan for exact locations of carports, trash and storage CO ' ' * r�mmozmoawmwmeacA^°�r»wm^pL L facilities. `-e'�� m�mwoEau^^KEr , �--- ^,^wwoa��mmmzmp3'*�woUL ApRx� 84moRLL 2- 3°w»*EDGRAVEL up3'4 �'bm/en��xc��^v/vp�� 7. The temporary erosion/sedimentation control facilities shall be constructed prior �'�m�n��-^/��J ~~""^°~ ~~^" to any grading or extensive land clearing in accordance with the approved temporary � ^ p'co�ww /��/ =`°| ' erosion/sedimentation control plan, These facilities must be satisfactorily r' PIPE ' main- tained until the construction and landscaping is completed and the potential for on -site erosion has passed. ROCKERY y-�[�7-�1 �/ /~v�`//7- �`� OPE> �^ /-�[_7-,� �� (FILL ) 8. No final cut slope shall exceed l�:l (horiz.:vert') without stabilizatinn by /�^1� ��/_ (CUT ��_ � ROCKERy L�/- /�4/�- � / /�-l- � rockery (not to exceed 8') or by retaining wall' ' ' 9 No final embankment slope shall exceed 2:1 (horiz.:vert') without stabilization by ROCKERY GENERAL NOTES ' rockery not to exceed 8') or by retaining `wall. LEGEND - PROPOSED lU. All earthwork under paving to be used vehicular traffic shall be compacted to l. The rockery wall shall be installed with u smooth face. mjnjmum95� density per �ST� D_l567_7O-~modjfjed Proctor). _ CONCRETE C8/�/, @yr/E7r, AND SIDEWALK z The long dimension of the rocks shall be perpendicular to ��e wall face. - ASPHALT /�owDwwv wvzuEv/wa /fl�L DaPr*/ ' 3. The rock shall be placed so as to lock into two lower rocks. ll. Unless otherwise noted, all elevations shown in paved areas on the plans are top of paving. - ASPHALT ROADWAY OVERLAY (FEATHERED) 4. The rockery foundation soil shall be inspected and approved by the engineer prior . to rockery construction. 12 All disturbed surfaces shall be seeded unless other landscaping/erosion control --~�~/»«�~�~� - FINISHED GRADE xow/n«R LINE 2' Vvr S The base rock ,hall have a minimum base width of H/3 where H is the height of measures are employed' Grass seeding will be done using an approved type hydro- —W— — WArf�7MA//v � the rockery. The base rock and other rocks shall also meet the following weight seeder or as otherwise approved by the City of Renton. Grass sod may be substi- _ DITCH FlOkm_/^E requirements. o shall not exceed lo feet. tuted for hydrnseeding' _ STORM /RA//v p/pE Minimum Weight of Rock 13 A preconstruction conference and twenty-four hour notice will be required prior ' - Bx/LD/w6 Lower h Feet 2.400 lus. to starting new construction. �--------� Upper O Feet 1,000 lb,. - ROCKERY o. These details and notes are given only as a guide and should not be construed as -----' - DRIVEWAY CULms7r7 o design. It shall be the responsibility of the developer to secure all necessary - INLET WITH SLOTTED GRATE permits for construction of rockeries. - oowCmSrE DR/mEmw, - /.5''PVC, SCH. 40 M1NYL0N PULL ROPE CONCRETE HANDN0LE - WSD0T J-//TYPE / LEGAL DESCRIPTION (PHASE 77 PA/7C\c7') That portion of the north half of the north half of the northwest quarter of the southeast quarter of Section 31, Township 23 North, Range 5 East, W'M., in King County, Washington, described as follows: Beginning at the northeast corner of said subdivision from which point u concrete monument marking the east quarter corner of said Section 31 bears S 80'00'38" E a distance of 1319,76 feet; thence N 89"00'38" W along the north line of said Subdivision 300.00 feet to the west line of the east 30V feet of said suboivision and the True Point of Beginning of this description; thence S 00058'58" W along said west line l66.26 feet to the south line of the north half of the north half of the north half of the northwest quarter of the southeast quarter of said section; thence S 88"68'31" E along said south line 249'30 feet to the westerly right-of-way margin of County Road No. 80 (AKA Kent -Renton Road\; thence S 00'30'Z8" W along said margin 186.42 feet to the south line of the first above said subdivision; thence N 88"56'24" W along said south line 1268.98 feet to the southwest corner of said subdivision; thence N 00°43'63" E along the west line of said subdivision 27.38 feet to an intersection with the easterly margin of Primary State Highway No. 5 as conveyed to the State of Washington by deed recorded under Auditor's File No. 5282262; thence N 10"56'07" E along said margin 308.52 feet to the north line of said subdivision; thence S 89"00'38" E along said north line 370.03 feet; thence S 07"16'00" E 05.65 feet; thence N 82~44'00" E 265.02 feet; thence S 78°20'00" E 96.74 feet; thence N 11"40'00" E 75.71 feet to a point on the north line of said subdivision; thence S 89"00'28" E along said north line 200.08 feet to the True Point of Beginning. SE 36 CT SE SE 137 "If ST SE 19�O!TH ST SE 19VTP PL VICINITY MAP REV DATE DESCRIPTION BY VENTURA PARTNERSHIP 855-/0 6/h. Ape.N.E./P 0.Box C'9000/ Bellevue, Washington 98009 GATEWAY APARTMENTS - PHASE 17. GRADING PLAN DODDS ENGINEERS, INC. 195D-13DTH AVENUE NORTHEAST 84012 APP'D STEVEN L. BORNEMAN, PE. SHTC/DOF %3 OF 8 �� ~°°^~"