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HomeMy WebLinkAboutTED4001805.12I � } i C. I u7. 1 L i • Nj DATE 8Y 0 �• �I I ti Doi �W a CP b � , , HI&H -- ,- - - - - - - - - - - - - - --- - 1 0.7% I � o \Q HIGH � � � �-TP 6� r'■ �O'f^�i tCl9 18•� _� LEGAL DESCRIPTION GENERAL NOTES 1�4 TP_ ( l 0 I. All materials and workmanship shall conform to the standards and i I 1 T,o=iB (P` �B7 \ TC 19 y Phase one of Southgate Office Plaza being that portion of the Southwest specifications of the City of Renton and the 1984 Standard TP quarter of the Southwest quarter of Section 19, Township 23 North, Range 5 Specifications for Road, Bridge, and Municipal Construction by WSDOT i and APWA - Washington State Chapter. It is the responsibility of the East. M.M., described as follows: 9 P P y l \ contractor to obtain copies of these documents. In case of conflicts, r Beginning at a point on the South line of the said Southwest quarter of the the standards and specifications of the City of Renton shall be used. ••,. i `��� �� I \ - � � Southwest quarter which is North 89° 51'55" West 40.01 feet from the i �! I tip ph --t Southeast corner thereof; thence continuing North 89°51'55" West along said 2• Datum is the City of Renton. BM No. 1040, Elevation 18.42, top of ° chiseled square at southeast corner of luminaire concrete base on N. l 40 0 '� ( ,� South line 547.00 feet; thence continuing North 0 08 5 East 507.38 feet to I \q' q �o westside of Lind Avenue approximately station 24+15. BM No. 1041, SCALE IN FEET 1 3�s= ���Q,\� T-- Oh a point on a non -tangent curve from which the radial center bears North d l t th N l t h N 00 f 140 7°35'32" EElevation 18.52 top of chiseled square at southwest corner of 1ast .eet; thence Northwesterly, Northeasterly an ' h luminaire concrete base approximately 75 feet north of northeast Southeasterly along the arc of said non -tangent curve concave to the corner of Lind Avenue and 19th Street intersection. Southeast, through a central angle of 235°51'39", an arc distance of 576.32 feet; thence South 88°39'35" East along a non -tangent line 385.14 feet to a 3. Caution - extreme hazard - overhead electrical service lines are not Po�\% point on the West line of the East 40.00 feet of the said Southwest shown on the drawings. The contractor is responsible for determining 6 \�\quarter; thence South 1°20'25" Hest along said Hest Line 673.16 feet to the the extent of an hazard created b overhead electrical*Y Y Power in all 1G�G \ \0' Point of Beginning. areas and shall follow procedures during construction as required b Q law and regulation. Prior to construction, the contractor shall meet NOTE: Topography from aerial survey by Walker 5 Associates, Inc. with utility owners, determine the extent of hazard, determine 12-12-85. -emedial measures and take whatever precautions that may be required. A� ��\6 90 i ��` ,,\d SHEET INDEX 4. Identification, location, marking and responsibility fo underground facilities or utilities are governed by the provisions of RCW 19.122. �F 1. Grading Plan I \q 2. Pavement Marking Plan 5. Underground utility service lines including, but not limited to, 3. Temporary Erosion/Sedimentation Control Plan sanitary sewer, gas, water, drains, electricity, telephone, TV cable, Q /fie' 4. Storm Drainage Plan and culverts shall be maintained, relocated, rerouted, removed or 5. Storm Drainage Profile restored by the Contractor with the least possible interference with 6. Sanitary Sewer Plan such services. 7. Sanitary Sewer Profile 6. The right is reserved by owners of utilities and franchises to enter 8. Water Plan any street, road, right-of-way, or easement for the purpose of t` Q R AA. Miscellaneous Details maintaining their property and for making necessary repair or adjustments caused by the contractor's operations The contractor ti2t / SLOPE A5 SHOW/Y ON PLA/y shall hold the owner harmless of any costs so incurred. �•\. \ \___ i_ �� / �`9 s° 00 7• A copy of this plan must be on -site whenever construction is in p. \. \ \ �, ° progress. 8. It shall be the responsibility of the contractor to obtain street use � Od- d h 1 ' , 0 oe an any of er re ated permits prior to any construction in city 0 OO O O right-of-way. �a Q 0 TC=/7.3 ��0 Qcb00� o O 9. The contractor shall provide and maintain temporary facilities for / O Cj Opp sedimentation to ensure that sediment -laden water does not enter the storm drainage system or water bodies. 10. The contractor is solely responsible for the means, methods and COMPT. SUBGRADE " M//Y. COMPT DEPTH CL. B sequence of construction and for the safety of workers and public on Z the construction site. (GRAVEL BORROW ASPHALT CONCRETE I y!J C' A5 REQU/RED) 11. All existing curbs, landscaping and pavement which are to remain shall 1-4" M/N. COMPT. DEPTH CRUSHED be restored to original condition as approved by the engineer or SURFAC/NC6 TOP COURSE owner. The contractor is responsible for damage to any existing i6 e 6" MIX COMPT. DEEPTH GRAVEL facilities caused by his operations. s A preconstruction conference and twenty-four hour notice will be BORROW BASE COURSE 12. I required prior to starting new construction. �- ;- CONCRETE CURB g' GUTTER C13- Locations buildings, roadway and parking areas shown hereon are TYP) TYPICAL. PARKING AREA approximate. Exact locations shall be field set by the engineer. 14. See architectural site plan for exact location of building. ExreuDED cEMEu7� ,N ,,, ,,, PA VEME/V T SEGT/O/Y CLaIK.GUQ$-FSO,t/D NTS• 15. The temporary erosion/sedimentation control facilities shall be W/T7/ EPOILY GEMEI/T� r constructed prior to any grading or extensive land clearing in accordance with the approved temporary erosion/sedimentation control /�TlUF S�/L plan. These facilities must be satisfactorily maintained until the construction and landscaping is completed and the potential for on -site erosion has passed. - 16. All earthwork under paving to be used by vehicular traffic shall be compacted to minimum 95% density per ASTM D-1557-70 (modified Proctor). �Q I III 5EE PAVt1 4 3 j , EXTR DEh CURAS DETA/L /. O'/o ,1� G \ Abe N. T.S. - TP=/8.7 Tc = /9.Z ft); HiGH Pr SEE GRAD/NC? TP = /8.7 I I CONTOURS (TYP) 2•0% 1 •ro: ,, 0 e 40 D t• Qbod A~� OeQ oQ °• ..0 0 o O o o O eo O 00 o o.p oe0 • O 'I ------------ GRADE rO 6" BELOW TOP OF CURB (rYP.) 56E GRADING CONTOUR5 (TYP) 30' 0.5010 0 0 0 O e O• o 0 0 o -GRADE TO &- BELOW TOP OF CURB (TYP ) 3"MIN. COMPT DEPTH CL. 6 A5PH,4LT CONCRETE ZC" L-3"M/N. COMPT. DEPTH CL. 6 ASPHALT CONCRETE 0 (o" MIN-COMPT. DEPTH CRUSHEDSIJRFAC//YC� TOP COURSE M/N. COMPT. DEPTH CRU5HE-0 SURFACING TOP COURSE �e41`1 CO" M/N. COMPT. DEPTH gRAVEL. BORR,^ Y BASE COURSE G" M/N. COMPT. DEPTH (RAVEL BORROW BASE COURSE OMPACTED 51186RADE (GRAVEL. 6ORROW A5 REQUIRED) COMPACTED SUB6RADE (GRAVEL BORROW A5 REGU/RED \�h CEMENT CONCRETE CUR8 -� GUTTER CEMENT CONCRETE CURB � 6L/r7,ER I 4 O A A TYPICAL ROW WAY SECT/O1Y A -A T MCA RO�lOWi4Y SECT/GyY 8-�8 , \ Q� N. T. S. 0. 7r- % t ©.O % �/ ! ^ � �--� 1 ^ � •.7� t o \ J _ -- �� NOTES (li CI17 ) A. 0Coo/ i 0 �� 0 \` Q� `�i 6 \` Q(. mac', h o , o1�q k ,_ - 17. Unless otherwise noted, all elevations shown in paved areas on the Ate 0 ,1 6 �Q Z i plans are top of paving (TP) and top of curb (TC). 24 %fie �v, �Q N ( , �; ( �Q r _ � 18. Unless otherwise noted, all curb radii show are 5 foot to outside face ---- - /9- -+ of curb. ZaZ/ „�� G' \�. \a \0• �_ 19. See cturaT site plan for curb, sidewalk and wheelchair ramp p detailsandlocations. HIGH Pr-- - - ._: q�. �... .. _ : f'. 4� _ "".� .. .�,..-"7tTT" '!TY'tu�6#d �ur�i aces_ s7i "ia T be seeded unless other _ .._.._... __F _. r u ......_ ......_t-< _� _.. landscaping/erosion control measures are employed. Grass seeding will - ................ - ' be done using an approved type h droseeder or as otherwise YP Y approved by REVISION 0 1P c JOB No. 5003 -1000-03 SCALE 1 = 40' DESIGNED: PROJECT ENGINEER: B. A. B. B. A. B. '''+ �• .e row, DRAWN BY APPROVED BY: j�sf� , T ' C. L_.K. L �„ • • • • • • 2615 Fourth Avenue • Fourth 81 Vine Building '. �•tipset,�� CHECKED BY: DAT9-25 86 E: o % M.D.D. ^'••«•• • Seattle, Wash., 98121 •o,� -� Vyzis Commercial Brokerage 4 Development Company r11 1 1 \V • `V 61,r11 L SHEET SOUTHGATE OFFICE PLAZA Renton Washington GRADING & PAVING PLAN '� .Sl'iT OF -J • ' Jl q ry iv E o MAR 2 8 2a43