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DESIGNED BDS 2 12 99 :. . ---- --A---- ------------------- --� ----- DATE FILE FL NO. DRAWN MFB O z File: P:\SDSKPROJ\6882\ENGINEERING\6882PS1.DWG Date/Time: 02/25/1999 16:34 Scale: 1=20 mikeb Xrefs: Z6882-T16882-PB,Z6882-S, CHECKED DKB SCALE 1 "=20' FIELD BOOK PAGE NO. REVISION BY APPR. 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I I - i 11 21; � I 203 1 ; I 11 I 1, . / AVE'MENT I--- " 01�� - : . � I I i AT Lj 5 - V, 1 - . �EW-AbCK WALL, 19-00 I , I I HA , � i I i ' --I -)L - 9.0 116 ----. -----, z I / ill 1 ) � 7 )I/ - ' JR.R ~--- PER x � i I j i . .5 11i 9 WA rE�,�DE AIL S / , P') I ��_,,, Zu.z I , I --� I -) I--.- - �i , � � 1 I, :, A. i ". "', 1-61i ,, .11 I 11 - I.- I ..", -- : , ,-,�- - ! I ." o - qj-, 11) . 1. I I I V, . , . I /:.. I , ') 4 . - I / � I- ��--, :.. . � I . 14.0 2:1 1 x . '/ 18.0 013441 OIL/WATER / � � ,,�, (�,,'� 1 9.8 'L 18.8 19.3 ` -, ,�% ,,- 1 -12'. ,� '-, 6.: ..� .... •- '. ;�, �� :, , : ,\ >1 1 ".. 1 EARTHWORK CALCULATIONS: 1. 5� i-) , , / � "I '-'H.P. 1.5% I -1 li;�� -- : ' 11 .) � - 1. I.. i i4�-N -- ; I . � 1 � � )ETAfL SHT. , /////� � 11 I , -� 1 20.7 ,I -, - I (PER DET� ---:§ 6) 1�i-1 5, I `,, , "J:,-�,�,�', , , 'i . LL " 11 I I : -42 2:1 14. , , I . . I . 1 "', 5.96 / � I ,�,, :��, ,�, 1. , I : . % 1-1,1 '9. 0!� - I ' - . � I 11 41 2 - , ' \ \ ' I , TOTAL CUT = 2,81 0 CY -1 \;! r 71�,k �,�- . L i, I � 11 11,8-- 1 -,KI_127. . " 11 --- -- \ TW=2a.5 c I � . � "I RAT / - SD 11,0.50% " ,.� " 211.21 : I..., , : N -L ,,,R * . %:�' I I I - , , 18.5 - . �. �... - , I .yp. 0 . 12 - 1.4% 1 , . ,\, � : . I" t4=p'00- ;Ti!,4--,i- '. 1, : 18 Oc TOTAL FILL = 7,625 CY � -reL "'i 11 : I I - - - n � . Di i : 11 -- 8w i - , - I 111% I I : : BW= 1 7. 1 � : I , ; '. �-, Q �-, 11 I I : \ ! I , Q. : � . I \17-.7 9 . : I ' � � �� " ,*---, � � , 1� , 11 CB - - - W. - . � I I � , : . , TOTAL IMPORT = 4,815 CY I \ "--,", -,,,, i : 11 11 ---X.w,4 1 1 1 - - I i-.- - 8 ; , . - . . , , , i I 111. ,,� k , ,, . I ', . . \- --b SID a 0.50%1'.8." 0 . x � 11 - , " I . 1, ; ,,,, �> . 1 11 1; � � I I .11 , " ZU.2 -So- I .FENCE:,', , 11" , I � , -1, � A /2 . : I-- ----- -- : , I I -1 I i � � --�1.1 - � 20.1 .. I&\ 0 1. i I fQ � �1 f � 0. 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I DATE -1 APPROVED ,)I REC F __ R Or PliBL`C WORKS _ FILE NO. ----------- FIELD BOOK - PAGE -- -- ,SHEET 3 OF 8 1:1 A- II -0 IR I 19, r-:t-. r-)-\cn(7vr)c)oi\r,pp,)\r-f\i(,iKiF-r-DiKi(,\r,ppr)p('�A1 F)kA/(' f).+a/T;-.- n,)/?r,/laQa OQ - �A Q:nr,IA- 1=')O I\Infknn Yr,-(c- 7F,RR9-T 7PJq,P')-PP 7PPP?-C CONSTRUCTION NOTES AND DETAILS 1-- r n V / < Y O o 0w3 w O G a 2 Z z Z a o V) I J 0- C W � J z O 'Q C 0 cJ p z 3: Z W O -� U Q m Uc Co z O U o a a Q) o o� t V) Lu i a i O O i O E -0 � 3: Q (� W �w :3a a_ F-1 c �_ L W U E ME rnN oQ) m Li o o� o <o Z`Z 1a p �Z w0 N 0 w x x a z = J J U l z aZ U Z U N o - Jo: x rn Z o Z N aLLa y J U cn m cn m M o MLL_ STORMWATER DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARE FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C," WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES/40 PERCENT TO 70 PERCENT PASSING; 2 INCHES TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND -2 INCHES ROCK/10 PERCENT TO 20 PERCENT PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORMWATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23, TRAFFIC CONTROL, SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA. SANITARY SEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE, 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G. S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, 17, IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 1 /2"X4" EXPANSION MATERIAL 1 /4"R AT JOINTS EX W w STORM DRAINAGE PIPE SPECIFICATIONS a w ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING MATERIALS UNLESS OTHERWISE SPECIFIED IN THE PLANS. ALL PIPE JOINTS MUST BE GASKETED WATERTIGHT AND Elf MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PIPE SHALL HAVE A MINIMUM COVER AS SPECIFIED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (REFER TO THE CL MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT Q - LOADINGS). Q A. DUCTILE IRON - 4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL BE CLASS 52 AND 16-INCH p THROUGH 24-INCH DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDANCE WITH USA STANDARD A-21.1 (AWWA C-51). ALL JOINTS SHALL BE PUSH -ON, MECHANICAL, OR FLANGED (6-INCH MINIMUM COVER). m B. CONCRETE - 4 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE NON -REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-4 (CLASS II). 21 INCH THROUGH 36 INCH DIAMETER PIPE SHALL BE REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-76 (2 FOOT MINIMUM COVER). C. PVC - 4 INCH THROUGH 18 INCH DIAMETER PIPE, WITH 24-INCH TO 36-INCH OF COVER SHALL BE IN ACCORDANCE WITH ASTM D3034 SDR 21. 4-INCH THROUGH 18-INCH DIAMETER PIPE, WITH ASTM D3034 SDR 35 SHALL HAVE 36-INCH MINIMUM COVER. ALL JOINTS SHALL BE PUSH -ON WITH RUBBER GASKETS. PVC STORM PIPE REQUIRES A. C. COLLARS (I. E. , CATCH BASIN CONNECTION) OR KOR-N-SEAL CONCRETE BOOTS. D. HELICAL CORRUGATED PLAIN ALUMINUM PIPE (CMP) - 6 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. 21 INCH THROUGH Z 36 INCH DIAMETER PIPE SHALL BE 14 GAUGE WITH 2 1/3 INCH X 1/2 INCH CORRUGATIONS. p REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36 INCH DIAMETER. ALL N ALUMINIZED PIPE SHALL HAVE ASPHALT TREATMENT 1 COATING (2.0-FOOT MINIMUM COVER). E. HELICAL CORRUGATED STEEL PIPE (HCMP) - 6 INCH THROUGH 36 INCH SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. ALL STEEL MATERIALS SHALL BE GALVANIZED AND ASPHALT TREATMENT 1 COATED. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36 INCHES IN DIAMETER (2.0-FOOT MINIMUM COVER). F. CORRUGATED POLYETHELENE MEETING THE REQUIREMENTS OF AASHTO M-294, TYPE S. MINIMUM PIPE DIAMETER SHALL BE 8". MAXIMUM PIPE DIAMETER SHALL BE 36" OR THE DIAMETER FOR WHICH THE SUPPLIER HAS A JOINT CONFORMING TO ASTM D 3212, WHICHEVER IS LESS. JOINTS SHALL BE CLASSIFIED AS "WATERTIGHT". WATERTIGHT JOINTS SHALL BE MADE WITH A SLEEVE OR WITH A BELL SPIGOT AND SHALL CONFORM TO ASTM D 3212 (10.8 PSI) USING ELASTOMERIC GASKETS CONFORMING TO ASTM F 477. GASKETED JOINTS SHALL BE LUBRICATED AS RECOMMENDED BY THE PRODUCER DURING INSTALLATION. "SOILTIGHT" JOINTS SHALL NOT BE PERMITTED. FITTINGS SHALL BE BLOW MOLDED, ROTATIONAL MOLDED, OR FACTORY WELDED. THERMOPLASTIC PIPE FITTINGS SHALL MEET THE REQUIREMENTS SET FORTH IN AASHTO M 294. Z File: P:\SDSKPROJ\6882\ENGINEERING\6882-D1.DWG Date/Time: 02/22/1999 09:52 Scale: 1=1 mikeb Xrefs: Z6882-PB SCORE LINES TO BE RADIAL TO CURB AND GUTTER + 1 /2"X4" EXPANSION MATERIAL 1 /4"R AT JOINTS "W"-WIDTH OF SIDEWALK G W I 1 /2"X4" EXPANSION MATERIAL 1 /4"R AT JOINTS SCORE LINE 1 /4"/FT. SLOPE 1 /2"R 1 /2"X5" EXPANSION MATERIAL j CURB RETURN ONLY 4" 1 " 2 1/2" (MIN.) COMPACTED DEPTH CLASS "B" ASPHALTIC CONCRETE CEMENT TREATED BASE (CTB) 0 0 61 o-o o 0 oC) �° 000 °0 00 000 -So o 0 0 0 o��_O_ _ 0 0 on° non 0 On 0000. NOTE: REFER TO SOIL ENGINEER'S RECOMMENDATIONS FOR SITE PREPARATION & ALTERNATE PAVEMENT SECTIONS LIGHT ASPHALT PAVEMENT SECTION NOT TO SCALE 3" (MIN.) COMPACTED DEPTH - CLASS "B" ASPHALTIC CONCRETE CEMENT TREATED BASE (CTB) n o WO non O 00 000 NOTE: REFER TO SOIL ENGINEER'S RECOMMENDATIONS FOR SITE PREPARATION & ALTERNATE PAVEMENT SECTIONS HEAVY ASPHALT PAVEMENT SECTION NOT TO SCALE a" R" KAIN -' ASPHALT TRUDED CONCRETE CURB DETAIL NOT TO SCALE :EM. CONC. CURB AND GUTTER ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS SEE KCRS DWG'S 49 & 50 FRAME AND LADDER OR STEPS OFFSET. RIM=16.5 RISER OVERFLOW AND 100 YR. WS. ELEV= 15" OUTLET TO WETLAND INVERT ELEV.=12.95 8" DIA. CLEANOUT SHEAR GATE PER DETAIL NOTES GENERAL NOTES I JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE. 1/2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1" BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT. 1 /2"X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1 /2"X4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY THIRD SIDEWALK- PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 21/2" TOOLED FINISH. SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR) 1 /4"/FT. SLOPE 1 /2"R PAVEMENT AS PER PLANS 4" *� `- PAVEMENT AS PER PLANS PARKWAY STANDARD CEM. CONC. STANDARD CEM. CONC. CURB AND GUTTER cuR6 AND GUTTER TYPICAL SIDEWALK DETAIL 1 /2"R SECTIO SECTION A -A SEE SHEET 2.5.1 FOR ROADWAY DEVELOPEMENT STANDARDS DATE REVISION I BY JAPPRPD ADOPTED rU A CITY OF RENTON Standard plans LST DATE: 7/89 DWG. NAME: FR-02 SP PAGE: FO07 NO. RESTRICTOR PLATE , ORIFICE 0=2.03" ORIFICE 0=2 1/16" EL.=1 1.0 REVISION 1.0' MIN. STANDARD GALVANIZED STEEL LADDER/STEPS SEE KCRS DWG #39 0 15" oz N � I�N_ FLOW RESTRICTOR CB NOT TO SCALE RECOMMENDED FOR APPROVAL By - BY BY BY I APPR. I DATE 15" INLET E PIPE INVERT EL=12. K • 8,4 PN o� WAS o W W Z 0 0 Z Co Q U 00 Z UZ M O o rn Q U O -I W Q � O O -j U Q � -� z (n W W Q O U z O W Q O o 3: 00U J 00 - z Q U cn ui = CD U z > zQf Cn z� cwCn i� J L11 X z Q z w Ld N :!5z Qr'r) " cV CD N 00 Z Lif 0 00 N (- > z Q) CD 00 w LJ N Q I r Z r-- �RLnLn z � �� w Ln 00 L-LjY d�4 U � V� ONi z w 25672 �� \. `I ONA LT �� NS�� .� CQ EXPIRES v i c qr- L f . J N CITY OF RENTON 00 CD�PARTMENT OF PUBLIC WORKS CONSTRUCTION NOTES AND DETAILS Oz m DESIGNED BDS O -_ DATE 2/12/99 FILE NO. DRAWN MF13 - -- CHECKED DKB_ SCALE AS SHOWN FIELD BOOK PAGE W PAGE - APPROVED U biR�cr�ri or Fug ;c woun� -- -- SHEET 5 OF 14- /q-5;0 -s �C 1 1) 3 -' ILA er—I I O Co O W U Ob File: P:\SDSKPROJ\6882\ENGINEERING\6882—D2.DWG Date/Time: 02/22/1999 12:20 Scale: 1=1 mikeb Xrefs: Z6882—PB, C.�Jf F M C D l: I G LEGEND 1 2 3 47 5 U. ELEVATION REFERENCE MARKS REFERENCE ELEVATION MARK (FEET NGVD) DESCRIPTION OF LOCATION RM330 30.60 A chiseled square in southeast corner of the southerly walk wingwall on the Fort Dent Bridge over Green River, 11 feet ease of centerline of sidewalk, 7 feet north of concrete Ii9hf pole. Established by CH2M HILL, Inc. RM331 33.51 A chiseled square in angle point on the northeast wingwall of the concrete Interurban Avenue bridge over Green River in Tukwila. Established by CH2M HILL, Inc. RM333 25.01 A nail in the top of the northeast wingwall of the 1-405 Bridge over Black River. R M 3 3 4 11.95 A railroad spike on the east face of a large power pole 30 feet west of centerline of Black River, 50 feet south of the centerline of 16th Street. Established by CH2M H I L L, I n c. RM335 28.34 A chiseled square on the highest point of a large rock on northerly side of bike path at the northwest of Christensen Green Belt Park in Tukwila, 120 feet south of the Strander Boulevard Bridge over Green River. Established by CH2M HILL, Inc. RM336 31.96 PK nail and shiner set in southwest corner of wood wingwall on the street railroad bridge over Green River, 0.30 mile south along the river from the Strander Boulevard Bridge over Green River, RM337 27.09 A 60-d spike in southwesterly face of 48-inch cottonwood tree on left bank of Green River 100 feet from northeasterly corner of large concrete building, 25 feet east of bike path north side of pond, 3,200 feet north along left bank from South 1 8 0 t h Street - SW 43rd Street Established by CH2M HILL, Inc. R M 3 3 8 12.30 Railroad spike 3.3 feet up south face 2 7 t h Street; first power pole on north side SW 2 7 1 h Street; first power pole east of Springbrook Creek. Established by City of Renton Public Works Department. RM339 21.79 Chiseled square on top of concrete curb on east side of driveway to house number 1516 on SW 43rd Street, 51.5 feet south of north end of concrete curb and 29.5 feet south of south face of house. Esfablished by City of Renton Public Works Department. RM340 32.49 A chiseled "+" in top southwesterly bolt at southwest corner of wood arch footbridge over Green River, 7.5 feet west of centerline bridge deck, 1,200 feet south of South 180th Street -SW 43rd Street, 600 feet west of SR 181. Esfablished by CH2M HILL, Inc. RM347 22.24 The north bolt of the fire hydrant which is 50 feet east of Reliable Distributor, Inc., building and 100 feet south of South 180th Street. Establishe d by U.S. Geological Survey. 122015'00' 47028'07" r--- m m 8 J Z a a in Z 0 ZONE AE (EL 20) JOINS PANEL_ 0976 122013'07" - --7 1 4 7028' 07" SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD ZONE A No base flood elevations determined. ZONE AE Base flood elevations determined ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); base flood elevations determined. ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of alluvial fan flooding, velocities also determined. ZONE A99 To be protected from 100-year flood by Federal flood protection system under construction; no base elevations determined. ZONE V Coastal flood with velocity hazard (wave action); no base flood elevations determined. ZONE VE Coastal flood with velocity hazard (wave action); base flood elevations determined. t FLOODWAY AREAS IN ZONE AE OTHER FLOOD AREAS ZONE X Areas of 500-year flood; areas of 100-year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100-year flood. OTHER AREAS ZONE X Areas determined to be outside Sr)(} -year floodplain. ZONE D Areas in which flood hazards are undetermined. UNDEVELOPED COASTAL BARRIERS E F . Identified Identified Otherwise 1983 1990 Protected Areas Coastal barrier areas are normally located within or adjacent to Special Flood Hazard Areas. Flood Boundary Floodway Boundary Zone D Boundary Boundary Dividing Special Flood Hazard Zones, and Boundary Dividing Areas of Different Coastal Base Flood Elevations Within Special Flood Hazard Zones. Base Flood Elevation Line: 513 Elevation in Feet. See Map Index for Elevation Datum. ^v Cross Section Line Base Flood Elevation in Feet (EL 987) Where Uniform Within Zone. See Map Index for Elevation Datum. RM7 X Elevation Reference Mark • M2 River Mile Horizontal Coordinates Based on North 97007'30", 32022'30" American Datum of 1927 (NAD 27) Projection. NOTES This map is for use in administering the National Flood Insurance Program; it does not necessarily identify all areas subject to flooding, particularly from local drainage sources of small size, or all planimetric features outside Special Flood Hazard Areas. Coastal base flood elevations apply only landward of 0.0 NGVD, and include the effects of wave action; these elevations may also differ significantly from those developed by the National Weather Service for hurricane evacuation planning. Areas of Special Flood Hazard (100-year flood) include Zones A, AE, AH, AO, A99, V. and VE. Certain areas not in Special Flood Hazard Areas may be protected by flood control structures. Boundaries of the floodways were computed at cross sections and interpolated between cross sections. The floodways were based on hydraulic considerations with regard to requirements of the Federal Emergency Management Agency. Floodway widths in some areas may be too narrow to show to scale. Floudway widths are provided in the Flood Insurance Study Report. This map may incorporate approximate boundaries of Coastal Barrier Resource System Units and /or Otherwise Protected Areas established under the Coastal Barrier Improvement Act of 1990 (PL 101-591). Corporate limits shown are current as of the date of this map. The user should contact appropriate community officials to determine if corporate limits have changed subsequent to the issuance of this map. For community map revision history prior to countywide mapping, see Section 6.0 of the Flood Insurance Study Report. For adjoining map panels and base map source see separately printed Map Index. MAP REPOSITORY Refer to Repository Listing on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE RATE MAP: SEPTEMBER 29,1989 EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL: Revised May 16. 1995 to update map format. To determine if flood insurance is available, contact an insurance agent or call the National Flood Insurance Program at (800) 638- 6620. 4 APPROXIMATE SCALE IN FEET 500 0 500 NATIONAL FLOOD INSURANCE PROGRAM FIRM �' J FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS PANEL 978 OF 1725 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNITY NUMBER PANEL SUFFIX KENT. CITY OF 530080 0978 F RENTON. CITY OF 530088 0978 F TUKWILA. CITY OF 530091 0978 F •r MAP NUMBER 53033CO978 F 47026'15" 1---- 122015'00" ,Y )I " Pl" M 1, oll'rc —� 47026'15" 122013'07" MAP REVISED: MAY 16,1995 Federal Emergency Management Agency 5Q-qq -o 02� 1 Z O O m U z :r w r n V / LL a o V / Z � Q � W EX. 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FENCE F \ ---------------- ------------------- 2:1 6' DDCV ASSEMBLY W/ 6' STANDPIPE PIV —, —� 2:1 \\ W w W W j 1 2.1 �� y .r v \•Y Y •, •Y j - i 2:1 NEW 151 PUBLIC WATERMAIN E=ASEMENT 8' W 4' DOMESTIC SERVICE •v w yvv 2:1 ' 2:1 1 2:1 2.1 i i NEW 15' WIDE PUBLIC r2 �J u m X X -- 1 W --- ;Ico I ,I I II I ,1 I ,1 I Z 0 ,I I ,1 I ,I I ,I I ,I I ,I I ,I (n ^n '_ V, 1 ,1 LL I ,I 1 ,1 I ,1 O UZ z O I ,I Q W 1 ,I 1 ,I 1 ,1 I ,I O o I ,I 1 F- Q O rn ,1 II I• UI I II I 11 O I I' I I� I I' I II I I� I I' I I� I I� I II I I� I I� I I� I 1� I I� I I� I I� I II I I' I I' I I' I I� I Ii I I' I I' I II I I' I I� I II I II I II I I� Z I� QI I ' I IL I ,I ,I O .J Q crI O N I ,I I, I ,I I II I , I ,I I ,I 1 ' I ;I -j W OI O O Z W O 00 (n Q Cn Q �L ' I I 1' O wM / V Z I ' I I < f WATERMAIN EASEMENT uf 04 �• IIn Z o a ; I r�s LL o U1 o FZW U 2.1 2.1 T LL o' o O o NEW 15 WIDE PUBLIC I J �: t U o o o o C JD WATERMAIN EASEMENT IL 2:1 2:1 co H V) w m m o ` 2:1 O z w i g u) sLLJ IE o BLDG•-11.5 > N N z 2:1 2:1 CN - - — — pOo s Q CD N 00 Z � ----- ---- emu ....:........... -.--:-:------...... 0 0 0 T�"._ z I w w I w EX. FENCE _ I N Q I z �- a 2:1 2:1 - NEW 2 IRRIGATION __ Ln n Z z X o METER AND SERVICE _. SSCO `n > 2:1 -� i- (/ ) m i 2:1 2:1 f _ Ex, ssMH N � - K SANITARY SEWER PROVIDE BACK- ��� of w Bs �M � ��LOW PREVENTER aQ J III` 1 RIM 21.4 E RNAL DROP CONNEC- N ssCo WITHIN EXISTING ANHOLE Q j'�j ,I► 7999 IE=5.9 (24" E,W) t7 N_�9 26�?q F 4� n n� _ I T - cn 6 EX. 24" SS i W � 2 EX 24'rS - •25672 ------------- -- - - - - - - - - - - - - - - - - - EX. 24 SD (�► 5 -------------- .. FS F�l STEM -------- EX. 24 SD `- Z EX. SSMH � EX. CURB S��NA L RIM6.58 ( EX. STREET LIGHT EX. CURB _ oll EXPIRES EX. STREET LIGHT EX. STREET LIGHT00 �jl- - -EX. S - - - -- - IE--"8 2 W-E) 1, _n — — — -- 4 � . STREET LIGHT . - - — — IE=7.23 8" S) w N EX. CURB CITY OF RENTON 00 - — _ �t=PARTMENT OP PUBLIC WORKS -�`_ -- - - - GAS LINE EX. AS LINE II EX. PRELIMINARY SANITARY SEWER O EX. CURB SW 16th STR,ET _ _ w _ _ - _ w _ _ _ _ w - _ _ _ w - � 2" W _ w _ _. AND WATERMAIN EXTENSION PLAN m EX. 12" W —w — — —w — — — —w — — — —w — — — Jw — — — —w — — — —w — — --•r----- .- --- -- - --- — - -- -- — - ' i' . .. .. .. .. ... a ..- ♦ ... a �fC ID K•' x. ca s Ew • a• � ,' DESIGNED BDS O . , ,. V _ _-_-•1__..___Y _ _ _ ___________________sl__ ., EiE. CONC. -SIDE C.-------�-'----•-�-�--- -- - --�-------'---�-•-_ DATE 2 12/99 FILE NO. Ii--------- -- -- -- — — — — — — — — DRAWN MFB CHECKED DKB _ SCALE 1 "=20' FIELD BOOK PAGE_---- W z CUL Z NO. REVISION BY APPR. DATE APPROVED _J Q bI•�1 L DIRECTOR of F MKS - - SHEET A OF �+ W — ,-, r•r...,.r. r. r. n �--,\ r.,�,�,rrnlei�\ cc�onnruif n.,n r�_a_ /'r•___. nn /nc /4nnn 1-7.nn c`__I-. •I-nn ....:L.. 1. V.--4-. 7F007 T 7FQ4n DD 7aoor1 O 45� r�J ( O a,9 FLOOD STORAGE TION EXHIBIT , 5 T!- + EX. z 0 m Cn x w W 15.20 1A 6. 0; :7,00 2:1 X, x 18. 7/5 187 3-q- x 4 V11 n 10 x EX. FENCE 2:1 0 a- 2: 30 .. . . ............... ........ 0 f X CL . . . ..... - ,,, I ­ ­­_ � - 1 =20' W -- I * * , : 7 .5 1 2:1 z _j 1 00 0 w u 00 • N, "I •2-1 6 ;'10 I WOM p: 0 :6u,It 2: -16. �b 8 0 2 cd co 17. 010, 18 LL -15. 00 160 FLOODPLAIN U 0 W 0 ----------- 4. 0 0 1� 11 1 r%..no ELEvmi�-ius CL 2:1 6.00 -2 0 .4.71/ 11 1.10 0 Ir 11 �z .60 0 Orl . 1., 4 x 16.00 >\1 8� 00 '18.29 0 w 0 w 15. 0 0 x 8.42 I _j if ­14� . ........ " ........................... ............ ............... ...... ........ ... ................. ........................ ........................ ........................ .................. .... ....................... ................ ........ .... ............................................ . ........................................ .614 .. . ..... .................... w I w IV 0 0 0 16 ?" I : �v % - '17.05 x/ '00 1 115.0cl I 't ��. -�n I ..... ........................ ................ . .............. I I . . . . . . . . . . . . . . . ...... ....... ....... ........ ........ ...... . ....... z < X 0 It I I CD _4 1 / 1 2 1 1 0 z C'n x 1&ito 0 .63 14110 < 111,8.70 1� It. .29 (r j i j I 1 00 15. or, FLOOD STORAGEPONd, x 7 C0CV2:1 .0 0 NEW BUILDING 1712170 0 18.46 III I 14 �,FF=21.2 2:1 0 It 1 13, 0 CN '41 LL I 1 i 1 18.26 .2 �)11 217Q 14, 71- .1 / '' ­ I w 16., 6 43 100 YEAR FLOOD"1­1*v'1_`1/// 5. oELEVATION-16.58 L 0 Q_ D w 0 Q) 0 0- 41 V) 8, 0 0 nn i 14.0,01 6, 0 C ...... ........... 16.70 2 0 00 16.90 < C) r cr CI (DO 0- 0 z U) 1p,00 t I, 3�: -0 . LIMIT OF DISPLACED AREA ...... .. ............ < ........ .......... .... . . .. .............. ...... 2:1 'E= wrrHIN 100 YEAR FLOODPLAIN' 6,88 1 -y 7 0 0 Cq C0 C, Cl- r _T7 0 w 1l 6 4 CC Q0 CY) A; Cp 18-00 E Q) 5. < I \ 16 "xi E 17.74 M 0 2:1 0 C) CO L-0 V) E .......... ... 6,08 6--Q, A 00- 000 0 Z no t to '0 j 16. < C&O 09p i8,00 Cf) CD -6. 17, Cf) 0 00 no .0000000 0 1��.1490yp p 0 Ji 0 )Dx < 0 REA LO 1PO Aft 0 0 F IN E' AT] w 0 2: 2:1 0 1 cI 00 Lil 100 YEAR FLOODPLAIN Z< J 0NCOMPENSATION SUMMARY:00 ........ . 1& Z wo 16.69 1: ....................... > TOTAL VOLUME PRIOR TO DEVELOP M ENT= 80,379 CIF 18. 21 WET/DETE N POND Fr � -1 N_ 0 2:1 M : x I (AREA BELOW ELEVATION 16.58), CONFIRMED BY EARTHCALC,• 2:1 H \7 N N8 14.1 17, 00 17.42 INC., DATED 1/20/98. 15 2 16.11 16 A VOLUME PROVIDED = 102,006 CF, CONFIRMED BY EARTHCALC, A -.4 INC - < DATED 1/20/98. (INCLUDES DETENTION VOLUME PROPOSED) r, j U 16.9 0 9 ZO x Lu --------- 00 0 Q -4 X z at - 0 DETENTION VOLUME REQUIRED 17,600 CF 'N" :5 0 w x x �2 14 2:1 1 4,j LLB ri :4 1 DO 0 0 z 00 YEAR FLOODPLAIN ADDITIONAL FLOOD STORAGE PROVIDED 4,027 CF 0 42 w 0 ELEVATION -,I" > 15.2 17. ) IC9 6. 1. 0- 4. Z Z­ 1 2:1 17.62 X LLJ 1-7 __71 10 C6 0 > U- 8 22 LEGEND M LL- f E Cy- Q ZW M M 2:1 x 17 M I '' 9\ -1 :!s U) 2:1 i x 1f ,r / f ! 14-8- 14. 41 0 V) P, r- n(1 0 Q x -17,16 0 14.65 100 YEAR FLOODPLAIN LIMITS _j W .22 1 7' LLJ :D z > 0 x .3 LLI EXISTING SPOT ELEVATIONS 1 7 L I LLi 2 7. 6 C1_j <1 _4 In C14 cl-SI :0 ­7 0 rz 2:1 2:1 1 .8,3 :7_58 -7 C-D Cif .0 C) CN 00 CL L 8. 2,13' x C14 - z > 5.96 C� 00 r 14-89 EXISTING GROUND CONTOURS Fr 0) (0 00 z OQ 17. 5 z I. 3 7 14• rit AREA ABOVE 100 YEAR 17.43 17.1 o FLOODPLAIN ELEVATION z 0 -77 2:1 x A ; 17,58 C14 Cq z 0 EX. FENCE 18.1 E5 L -9: 100 YEAR FLOOD PLAIN L\ x "­5D I 01� 1 x __j 0 2:1 0 U) 19, 16 12 1776 17.251­,7J`21 7_4__ I 17..aoo M 30, 1197-0 .. . ...... ...... . .......... .7 _A - - ----------- - - - --- ----- r . .... x 6.69 16.29'\ EX. CB 2: 7.-7' ------------- N__1 ac 2:1 QQ1 - - - IE=15.03 (24 ET)' �7 ...... .... i - 01% .1 1 - -.IE--15.03 (24:: t �01 EX SS -4.1 W) X 48 . . ...... . . . ........ . .0Z5 IL=lb RIM=21.4 . ... ... . . . . _­ z 4 Pt.-X.N. IE=5.9 (24" E,W) j . ... . .... .. .. . ...... ...... . . ........... x - '_5 W7---Q �.- I* - - Lu - - - ------ - t t := ­­­­­Z=�_ 0 3 Mtn. ___ .......... - - -- - ------- ............... . ..... .......... . ......... ..... .......... ............. 't ------­-­-- .24" 4 --- a . . . . . . ......... 5672 ------- 7TZ- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �EE_X_.2_4�5_D - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX. 24" SD EX. SSMIH EX. CURB AL - - - - - - - - - - TC f4yr- SD - - - - - - - - - - - - z EX. CB RIM=21.13 EX. STREET LIGHT F-EXPIRES 0 EX. CURB 00 YEAR FLOODPLAIN IE=6.58 (24- W) C\I V) RIM=20.7 ELEVATION-16.58 EX. STREET LIGHT EX. STREET LIGHT_,__-Zj -IE--&-.48-r 11 -E+�o. 2. 9z 00 EX. STREET LIGHT IE=14.4 (24" E,W) 21.65- 8. �0411 EX CURB �j IE=7.23 S) CITY OF RENTON 00 21.40- _11 (0 X1 I r_>E=_PAR-rME:-:N-r C:>F= F=UBL-[(-- WORKS G 4, �s EX. GAS LINE G EX:­GA5 LINE x EX. 12" W FLOOD STORAGE z EX. CURB SW 16th STREET W_ - - _w -, -w - - - - W - - - - W COMPENSATION EXHIBIT EX. 12" W _w - - - - - - w _w -w - - - - W W - - - - W - - - - W - -w - - - * - _1 . 21.06 M .0 X w -7- E. CWC.�tIDEALK 0 DESIGNED BIDS w. ---------------- i ji- A ---- DRAWN MFB �CONC. ;7- 71 2- - 2�5 7 DATE 2/12/99 FILE NO+ iEX CHECKED DKB SCALE 1 "=20' FIELD BOOK -PAGE z 2.2.1 APPROVED z NO. REVISION BY APPR. DATE D'REC, FOR OF PHRI IC WORKS SHEET 7 OF 8 ed I A File: P:\SDSKPROJ\6882\ENGINEERING\6882-X1.DWG Date/Time: 02/25/1999 17:11 Scale: 1=20 mikeb Xrefs: Z6882-T,Z6882-PB,Z6882-S, r 0 W -- PRELIMINARY LANDSCAPE PLANTING PLAN INTERSTATE 405 _ \, O 0 h ------T . O JI I 1 d I U I I w L_ + O Q O � f � O s a O00 Q LLi n �o _o M� 0 v. 1 C Q w m� rn n o o- J Z d Q 0 d' J w U 2 z O N = z a o z 0 v • z Q r U W W Z Q U (A m 0 Q LL- m m 1 0 0 0 Z 0 Z Y O a N W O O U G n Q W Q 0 �G O M d' (n 0 w Li w °O W W wcle o _Z a _. M J W m o Ww O 0m ir ¢ ¢ � z Z o a I Ld o o Of Of w O 0 0 0 W 0 O 0 w z 1 U x m m m m m m n¢ m Z �— z o 0 0 M o o o o z V) a > w w CK QWo00 0 N M M M0L N (V U o oT� co0 o W 2 ooN .Q u F- Z LL CY 00 0 0 0 UU O O U C) U z ou Q U z CL V) CD O W ICEM M N N N N 0 J M Z Z Z Z_ LLJ LA O O LLIz Z O O N 0 z 1. 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V) LLJ � U � Z � O zg U) LL a Z x Q w Lv Q N r� N N z C) O 00 N N 00 r- Of z > Df N Q) Co I 00 Z w `'J !\ Q r In LC7 Z CD Z Ln �— �\ N Lit ci cn 0 pNp CITY OF RENTON 00 _ DEPARTMENT OF PUBLIC WORKS PRELIMINARY LANDSCAPE O PLANTING PLANzr'� W DESIGNED HBM O DRAWN HBM DATE 2/25/99 FILE NO. - CHECKED _ SCALE 1 "=20' FIELD BOOK PAGE W BY APPR. DATE APPROVED SHEET PU OF 2 U DIRECTOR OF PUBLIC WORKS _ _ - M 6 A-- 99 - gag 1 1 1 r �- Y Z O U O Z m Li 3 w a o v=i Cn I CL W O W O O ZJ O W fQ-- <C W J 00 0 0 Z o 0 Q Z U QQ J L a° m a� o 0 Ln a a O � ' -y � Q w �w :3C n M-i \0 rno L Q L m E o a Q'N j � c 0) d� m o � �o� Zz a Q Uz Q � Wo N ` U U J ZZ O C14 = z U O fr Z o II wz o Ba - O o z w a v) m NI m CD o m > in 0 o a W Z W > Z Y W O T n Q R CL Q Ld r) L x - m Z O 0>_ LJ Of Planting Notes and Materials REVISED 11 /98 SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR SHALL BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK. CONTRACTOR SHALL BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES, ALL PLANT MATERIAL AND FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND APPROVED. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISHED GRADE AND RE -MULCHING TO SPECIFIED DEPTH. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90-DAY MAINTENANCE CONTRACTOR SHALL PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK SHALL INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS - PLANT MATERIALS: PLANT MATERIALS SHALL BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1986). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CA" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL SHALL COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS SHALL BE FULLY LIVE, SHALL BE VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS SHALL BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR 'Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS SHALL BE REJECTED. PLANT MATERIAL SHALL BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES SHALL BE THOSE LOCATED NORTH OF THE 42ND LATITUDE (CALIFORNIA/OREGON BORDER). C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED SHALL BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, SHALL BE FURNISHED. SOIL PREPARATION: MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLAN. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR SHALL OBTAIN AGRONOMIC SOILS TESTS FOR PLANTING AREAS, TURF AND SHRUB LANDSCAPE. A MINIMUM OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA SHALL BE OBTAINED. IF ON -SITE TOPSOIL HAS BEEN STOCKPILED, A TEST SHALL BE COMPLETED FOR IT, ALSO. TESTS SHALL INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUC- TION MAINTENANCE PROGRAM. TESTS SHALL BE PERFORMED BY AN APPROVED SOIL TESTING LABORATORY WHICH SHALL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. RECOMMENDATIONS OF THE SOILS REPORT AND REQUIREMENTS OF THE GEOTECHNICAL ENGINEER SHALL TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT. A) TOPSOIL AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 7 PERCENT ORGANIC MATTER. TOPSOIL SHALL BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1. AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM SHALL CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF -SITE SOURCES. 8) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL SURFACE SOIL ON -SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE. PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH. C) AMENDMENT 1. ORGANIC COMPOST TOPSOIL FOR PLANTING SHALL CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY VOLUME. THE FOLLOWING IS FOR SOIL WITH 3-4% ORGANIC CONTENT. PROVIDE THREE INCHES (TWO INCHES COMPACTED DEPTH) OF COMPOST PER 12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/COMPOST BLEND, AND/OR AGED FIR BARK MULCH SHALL SATISFY ORGANIC REQUIREMENTS. COMPOST SHALL BE FROM NON -FARM ANIMAL SOURCES, NOR FROM SOURCES CONTAINING REDWOOD/CEDAR PRODUCTS. 2. FERTILIZER COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER SHALL BE "AGRO-DELUXE NURSERY" 10-15-20 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR COMPARABLE NITROGEN EQUIVALENT. D) PLANTING BACKFILL ON -SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/TURF. E) TOPSOIL PREPARATION AS A MINIMUM, ALL LANDSCAPE AREAS TO HAVE 12 INCHES MINIMUM OF TOPSOIL PER A) AND/OR B), ABOVE. CONTRACTOR SHALL ADJUST GRADES AND SUPPLY TOPSOIL AS NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR SHALL FORM BERMS TO THE HEIGHT AND EXTENT NOTED HERE, AND SHOWN ON THE PLANS. AMENDMENTS SHALL BE EVENLY BLENDED THROUGHOUT THE TOP 6-INCHES. TOPSOIL SHALL BE WORKED INTO SUB-BASE/SUBSOIL FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS FINISHED, COMPACTED DEPTH. PARKING PLANTER ISLANDS SHALL BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE AND UNDERLYING SUBSOIL TO 18" BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PIT BOTTOM 12" TO MINIMIZE STRUCTURAL COMPACTION.S BARK MULCH (TOPDRESSING): ONE -HALF -INCH (1/2") SIZE, TO ONE -INCH (1"), I.E., "MEDIUM," HEMLOCK/FIR BARK. APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES (3") TO FOUR INCHES (4") DEPTH IN AREAS NOT PLANTED IN TURF. FINE MULCH, I.E., "STEERCO" TEXTURE AND CEDAR ARE NOT ACCEPTABLE. STAKES: 1-1/2-INCH DIAMETER, NET, BY 8-FOOT DOUGLAS FIR (2 X 2 X 8') GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. GROUND CONTACT WOOD: PRESSURE TREATED HEM/FIR TO SIX -TENTHS OF ONE POUND (0.6 LB.) RETENTION (LP-22). 6" SPECIFIED SIZE WITH 24" #4 REBAR PER DETAIL. LAWN: SEED OR COMMERCIAL SOD AS NOTED ON PLAN. SOD SHALL INCLUDE BLUEGRASS FOR BINDER. SOD SHALL NOT HAVE MANMADE BINDER. LAWN EDGING: 5-INCH BLACK POLYETHYLENE EDGING AS DISTRIBUTED BY VALLEY VIEW SPECIALTIES COMPANY, UNDER TRADE NAME OF "DANDY DIAMOND" PHONE NUMBER (800) 323-9369; OR EDGER AS NOTED ON PLAN. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI -DESICCANT: "WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE SHALL BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. FINISHED GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2") DIAMETER FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. ALL FINISHED GRADES SHALL BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. TREES SHALL BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED AND AS CALLED OUT ON PLANT LIST. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVER: EXCAVATE PITS TO A MINIMUM OF THREE INCHES (3") BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL GROUND COVER AREAS NOT COVERED BY TURF. MULCH MAY BE APPLIED PRIOR TO INSTALLATION OF GROUNDCOVER WHICH IS SMALLER THAN ONE GALLON CONTAINER SIZE. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR SHALL MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER TURF ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM SHALL BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION & PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED OR CORRECTED. PLANT AND IRRIGATION MAINTENANCE SHALL INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR SHALL PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. PROPERTY LINE 1" MAX. OR TRANSITION PRESSURE TREATED LAWN TIMBER 6"x6" MIN. CONDITION MULCH CONDITION 3•-4" -- - - )P- LAP JOINTS 24" REBAR AT 30" O.C. THROUGH TIMBER TREAT ALL CUTS REBAR - Timber Header SCALE: NONE Vinyl Edging Detail uj SCALE: NONE Lj L Z TURF MULCH FINISHED GRADE 9" METAL STAKES AT 5' O.C. (FULL PENETRATION) TOPSOIL FINISHED GRADE: GRASS 1/2"-1" FROM TOP OF BEAD; IN MULCH 2" FROM TOP OF BEAD & TAPER TO 3" HOLD PLANTS Ff ^" EDGE OF PLANTI AS NOTED ON F BED LINE EDGE CURB/WALK Spacing Detail SCALE: NONE NOTE: SEE PLANT LIST FOR PLANT SPACING FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN- 1/2" ABOVE GRADE 1" ABOVE GRADE 2" MULCH (COMPACTED) SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. -------------- PREPARED e o PLANTING BED �• PREPARED I I PLANTING REMOVE CONTAINER & SCORE I BED ROOTBALL, SPREAD OUT CIRCLING ROOTS �. BACKFILL TO BE SETTLED USING WATER ONLY LESS THAN 1 GAL 1 GAL. CONTAINER and LARGBi ( PLANTED AFTER MULCH) ( PLANTED BEFORE MULCH Groundcover Planting Detail SCALE: NONE (2) 2x2 D.F. STAKES; TIE AT APPROX. 1/3 TO 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT >�y PATTERN. STAKES AND TREE PLUMB 3" DEEP SAUCER FOR WATER \ �� 3" MIN. DEPTH OF MULCH (BARK) REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3 EXCAVATE TREE PIT AT A MIN. OF 3 TIMES DIA. OF ROOTBALL; SCORE ROOTBALL AND PIT WALL MAUL PIT SPOILS BACKFILL e a SET BALL ON UNDISTURBED SUBGRADE, •"� �� OR COMPACTED SOIL. ' o } Evergreen Tree Planting (6' To 10' High) SCALE: NONE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: o STAKING ON "AS NEEDED BASIS" PER NOTES; ALL GUYS TO BE FLEXIBLE o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE o o PROTECT TRUNK AND LIMBS FROM INJURY o BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION PIPE2AT SDTREETS) WITH ELASTICSTAKES, PLUMB (I CHAIN-DLIOCK A. TYPEX 10'SCH 40 GALV. d OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION REMOVE AT COMPLETION OF PLANTING TURF PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING & 3" DEEP MULCH IN WELL. MULCH: 1/2" - 1" SIZE HOLD BACK FROM TRUNK 8' TO 10" FINISHED GRADE r PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN AND MI> SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA.j PEEL BACK BURLAP; REMOVE TIES, CONTAINERS / & WIRE BASKETS; SCORE ROOTBALL SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 12" Deciduous Tree Detail (B and B, Less Than 3" Dia.) SCALE: NONE FINISHED GRADE AT 4:1 SLOPE MAX); 2% SLOPE TYP. MIN.) CURB PER CIVIL DRAWINGS (WALK SIMILAR) 1" MAX. 2" COMPACTED DEPTH OF MULCH; 3" LOOSE (MINIMUM) TOPSOIL AS SPECIFIED FINISHED GRADE AT 3:1 SLOPE (MAX), 10:1 (MIN) PREPARED SUBGRADE 1" MAX. WITH COMPACTED MULCH) �a a i 3 1 �11 CONDTf10N SIDEWALK--; TVHF MULCH (CURB SIMILAR) Planter Section SCALE: NONE AMENf"-^ ^ AAITIAII C /111 lCC] AI( Tr[ /T l / 11 . 2" Mk FINISF LAWN EDGING Planting Bed Adjacent to Lawn SCALE: NONE OVER EXCAVATE PARKING LOT PLANTERS TOPSOIL SETTLED TO LOOSEN COMPACTED SUBBASE (COMPACTED CONDITION) OVER ALL AGRICULTURAL SOIL DEPTH OF 3 FEET COARSE TRANSITION FROM TOPSOIL TO SUBSOIL POINTDRAIN S &10 MAX. SPACING BERM HEIGHT 6" TYP. - CURB MIN. OR AS NOTE SOIL LINE: 3" IN - w MULCH, FLUSH IN TURF SUBGRADE REMOVE EXCESS GRAVEL PAVING SECTION AND PAVING - ,v i (DEPTH VARIES) 12" MAX. LIP Grading in Parking Lot Planters (Topsoil Prep.) SCALE: NONE 1" 11AV -rnn nr CURB -C H f� CURB BARK MULCH 2" MINIMUM COMPACTED C Mulch at Curb SCALE: NONE L, 2 2 1 (� STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT l RUCE McCRORY CERTIFICATE NO. 504 (VALID ONLY WITH SIGNATURE) W fr CA O Z T Q U 00 U z z W J CC z m O o Q 0) U O Z a- :2 J O Occ � J Z co W W Q 0 U z W 0 Q w O � 0 I J 0 U Q U 2 V) UJ c� 0 Z zrk, O zLij V) W ^^ _J LL Q x Q o F- Z w Z w Q N I- N N Z U � C:)N 00 N 00 r- Z > Z CY) cD 00 w w Q I Lf7 I L(7 Z C7 Z � T- �� u7 u7 w N Z N N J -' N 3N, s Z o LU Q, n� O O ,`I = cs 0 , P CITY OF RENTON 1:)EF'ARTMEN-F OF= PUBLIC WORKS LANDSCAPE NOTES AND DETAILS DESIGNED HBM- DATE 2/25 99 FILE NO. DRAWN HBM - CHECKED SCALE FIELD BOOK PAGE NO. REVISION BY APPR. DATE APPROVED PL� 2 oiaEcicii cr Pueuc woars _— SHEET_, OF 1711e: P:\cdokproj\6882\engineering\6882pl2.dwg Date/Time: 02/25/1999 15:07 Scale; 1=20 brucem Xrefs: Z6882PLB, 0 0 < C/) z _j W W 0 X z 0 <z 0 W 0 z z z M 0 w W M U-1 I_ 0 C.) < 0L 41 LQrT 9 C) _Y.s� -0 E < Lq n 0"0 c: E < 0 E In E 0 o Q) ILL CD III F- E OF Q IZ CD CD U I I NONE. 0- LLJ x I I TREE CUTTING /LAND CLEARING PLAN _ _ ._�_7'___ _ ._ -7 _ __ _ _ _.__. _ ._.._ T . 7- x -K ---------- k � 4-. 5, x 4 0 15. 20 Z/ ........1.90 t 'CLEARING LI MITS . ............... ...... 1 3() 1111 IIIP . ...... 7, 01 q, 0 18. C, PIII, I ZAI 15. - - - - - - - - - - - - - - - -- 0 14.7- 14 x 5. 0 JZ -Z J_ P 0 8. 0 1 ► f -I rz n. r, k 1 S :< 777' TREE CUTTING / LAND CLEARING NOTES. PROPOSED CLEARING AREA ALL AREAS EXCLUDING EXISTING WETLAND EXISTING ON-SrTE VEGETATION ' FORESTED CANOPY RED ALDER, BLACK COTTONWOOD, PACIFIC WILLOW, ORE ON AS H SCRUB/SHRUB CANOPY RED DOGWOOD, SNOWBERRY, SPIREA HERBACEq,U §,,4CANOPY',, REED CANARYGRASS, CREEPING BUTTERCUP, SCATTERED 1ISEDGES SOFT RUSH, LADY FERN 1 VINE CANOPY HIMALAYAN BLACKBERRY, MORNING GLORY -15,26 16, 0() 9' 0 d 0-16.58 0 A?:, 7. 0(D 0 18.2J I 0 �'o j... -7. 00 16,00 0 17. 1 3 9 0 1 �. 46. 11=20' 0 10 20 40 *-I­1+1873T 8. 7 01 4 x tj t_, ; 1 1210 ii ,;r <1 00" 217200 . 15. 18,46 0 4 -16 9-0 io) 4�' 2)V :4, .00 6.26 o 1:5.00 If -4j,- v, D *9 M CLEARING LIMITS 0 0 0 i8,00 (TYPICAL) 16, 0C)i 15. 14. I 00 Z i It 0, Z 016-90 18. 00 11, 8 HR 49. 0 0 r :4�u� i Q CN �­n :6.88 0 x C 6 > ?// , 1 2, 1 0 "'le - 16.64 0 w 0 i x 15� 71 -.I Y' 1 6" :_64, 'k 1 18. 0 0 1 Lo It 11 00 < \ 0 o It � 1 -7. 7 4 /0" o', 0�'% I : i� 16, 00 o" < > 3" j 16, 0() CD 5. 10 1 16. 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FLOOD DRAIN, 9 -6" REF. jPLU BING a DS STUDIO STUDIO STUDIO B/A1.2 B/A1.2 B/A1.2 Oi N III o� tso , MECH. w o FEC, REF. z i �i I DTL. 11 /A3.4 1 _ Of iI L __J w 1 c jT1L ELEV # w E CAR f r. ' Q E DER _ �. `r,I `;' _ ELEV #2 STUDIO i STUDIO 81/A1.2 I B1/A1.2 �iul 184 LOBBY I I o ELEV i EQUIP. A5. SPRINKLER o� ROOM i ' ! SALES s O �w- U ELECTRICAL C/A2.1 �) .-. Y Q T 212'-0" CU' ?0 (jT OF FRAMING & FOUNDATI , 16'-0" 16'-0" 16'-0„ 24'- 0„ 2',0 2'-0" 12'-0" 2'-,O" 2�0" � � o D S r---+ D S r--� STUDIO STUDIO STUDIO SUITE C/A1.2 D/A1.2 6/A1.2 E/A1.2 AU1 AU1 H13 (�O) I 24'--0" 24' 2'407 4' _ 012'-0" �4' 0" 2'-0" D SUITE SUITE EAU2 2 GAU2 .2 FEC, REF. CORRIDOR DTL. 11 /A3.4 168 G C.ww D SUITE SUITE SUITE STUDIO STUDIO STUDIO E/A1.2 E/A1.2 F/A1.2 C/A1.2 C/A1.2 BH 31.2 AU1 AU1 AU1 DT IDS B� 6 - ROOM „ 5'-6" FIRST FLOOR PLAN NOTE: ; a 3 ` G ENTRY RAMP & LANDSCAPING 1" = 40'-0" SEE CIVIL i � o i Ui STUDIO 3 j (AU1) = HANDICAP I 8/A1.2 I - O� (AU2) = HANDICAP FLOOR GRAIN LOCATION I LAUNDRY /// ROOM (Hi3) = NEARING IMPAIRED � w oz -J D I U.J (� I STUDIO �o ! STOP. }o I 8/A1.2 I * - O? ? --6" GRATE r '0i �J --- 1 "xI x1 /4" MEDIUM DUTY CAST IRON STL. ANGLE CONT. GRATE (PEDESTRIAN TRAFFIC) co jj 1 >- - ° STUDIO , `�, I- ! i l3 A1.2 Y �! ar� APPROXIMATE LOCA ON I N� ! I ENTRY �l z1 _ OF WASHER'�`�' G I I i al I I of REGISTRATION SEE PLAN FOR v Q ` i WALL LOCATION a' ----- 6-- 6 - 44 _ o' * +-- - - --- -- --- - -T -* - REF. TO STRUCT _ - c FOYER FOYER ----- ----- -- RA tE FOR FTG. Z 4 I ( °p 4" LL;< ° LOBBY o z ii sSTORAGE o CANDLE EXPANSION JOIN T s WOOD o CURED. #4'S 12" O.C. EA. WAY i ! PROVIDE DOMED LINT ' --- -- - _ p BOTTOM. OF SLAB ISCREEN FOR DRAIN 1 4" DRAIN LOCATED IN ---- I END OF TRENCH o`-_ REF TO PLUMBING STUDIO C/A1.2 AU1 GUEST LNDRY. SECTION THROUGH i D D D ----t- _ --- _ - WASHER PAD & DRAIN as i N ; - STUDIO EXERCISE B/A1.2 ROOM CURB & GUTTER, H13 \ - SEE CIVIL DRAWINGS jLn s I) I 4'- G,. - -- - - ----- STUDIO STUDIO 6/A1.2 8/A1.2 I H13 i 6" CONCRETE SLAB i ( j 2'- 4 Ir- W/ #4 BARS AT 12" G.c. EA. WAY j I 71 � �� f LjG I Q to STUDIO STUDIO B/A1.2 B/A1.2 SLOPE__ 1 /4" TO A FOOT 4 DS `� �J nDS 6"0 STL. PIPE ON�-(PAIINTED) I N; ,82 1 t79 MAINT. 2 4" wJ l i I �� + I F - ( i - 02 I KEYCARD t- 1 i READER i PAVER g t0 1 4'• TILE 19'-2„ 48'-0" OUT TO CUT OF FRAMING & FOUNIDATiON PLAN OF TRASH ENCLOSURE 6) 1 /4' = T-0 '" B/A2.1 i Ifw_=0m c.11! t2 t3 i 24'-0" 10 -0 FACE OF t S TU D DSI j o DS � I ") C4z SUITE E/A1.2 N Q .- i � N z PAVER o l TILE I Q KFYrAPD A R1 01 `,v FEC, REF. t. m::i= 0 SUITE E/A1.2 )S DS NO. OF STUDIOS & SUITES ON FIRST FLOOR = 28 STUDIOS (TYPICAL UNITS) = 16 CONNECTING ROOMS (2 PAIR) = 4 SUITE TYPE UNITS = 8 FIRST FLOOR AREA = 16,846.5 SQ.FT. HANDICAP UNITS 7 ACCESSIBLE UNITS (2 ROLL -IN SHOWER UNITS) 5 HEARING IMPAIRED UNITS 12 TOTAL ACCESSIBLE UNITS onir.IT ,r.,ctnr rnl�r nr BLOCK 6"X6" STEEL POST PAINT WASH -SLOPE 1/2" ---- 8" C.M.U. BOND BEAM NOTE: PAINT PROVIDE HORIZ. DUR-A-WALL CMU INSIDE REINF. EVERY COURSE OF ENCLOSURE FINISH EIFS COAT TO MATCH 11 BUILDING 00 8x8xl6 SMOOTH FACE C.M.U.'s z GROUT REINF. CELLS. 1 /2" PREMOLDED JOINT FILLER ALIGN TOP OF CURB fFND'N 6" CONC. SLAB 6" W/ TOP OF PARKING LOT CURB AT EA. END OF WALL ! _-GRADE CONC. FOUNDATION NOTE: r) 2'_0" REF. STRUCT, FOR SIZE AND LOCATION OF REINF. 4 SECTION THRU WALL, AT TRASH ENCLOSURE l _p MISSINQ ROOM fSl// TOTAL NO. OF STUDIOS & SUITES ON ALL 4 FLOORS = 133 TOTAL NO. OF STUDIO UNITS = 85 TOTAL NO. OF SUITE TYPE UNITS = 32 TOTAL NO. OF CONNECTING UNITS (8 PAIR) = 16 TOTAL AREA OF ALL FOUR FLOORS = 66,721.5 SQ.FT. FLOOR LEVEL STUDIO SUITES TOTAL FIRST 20 8 28 SECOND 27 8 35 THIRD 27 8 35 FOURTH 27 8 35 TOTAL 101 32 133 12: --0" M ICHARDS WILCOX 0. 183 HASP 1 x6 SAW TEXTURED CEDAR BOARDS SPACED 1 /4" ��- APART, ATTACH TO AN WITH 4" LONG PIPE SLEEVES (2) CADIUM PLATED BOLTS PER BOARD CSET ANE NBOLTS FOR GATE ELEVATION AT. TRASH ENCLOSURE 1 /2" = V-0" 6" C.I.r.> V,V rvtm 0. BLOCK. PAINT E.I.F.S TO MATCH LOWER E.I.F.S ON THE HOTEL PLAN O S106 S108 S110 S112 S113 S114 S116 S118 6'_ 0" rn�� nn��ai.r4E. ELECTRICAL NOTE: PAINT CEDAR WOOD GATE TO 1 /2 MATCH LOWER EIFS COLOR OF HOTEL 3 x 2 x 1/4 STEEL OTHER WELD TO GATE FRAME (PAINTED) DRAWN CHECKED' 2x NAILER ® TOP, BOTT. & MID POINT LD. DR 3"x2"x1 /4" ANGLE FRAM 3"x2"x1 /4" ANGLE FRAME 3"x2"xl/4" ANGLE FRAME PAINTED PAINTED PAINTED 1 x RESAWN BIDS. *s ---�- ATTACHED TO 2x's CANDLE RICHARD WILCOX NO. 88-1042 HINGE 2x NAILER BETWEEN ,S (� T TOP, BOTT. & MID POINT HORZ. NAILERS 0 STANLEY 1010x24" LONG k NOTCH CEDAR BOARD POST & GATE FRAME CANE BOLT FOR HINGES RMMN, WASHWMN-' F GATES AT TRASH CONTAINER ENCLOSURE i t'. f E e E t i- it e t .. l i 9 C C s V J B C /A2.1 .qqlpp. N Q Q RD & FOURTH, TYP.) 16,625 SQ.FT. 16,625 SQ.FT ) x ta. .OR CONSIRUCTIN.,,: REVISIONS DATE ITEM " No. -t DAYID L. NQFFMAN JU]- ARCHITECT 345 RIVERVIEW, "CHITA, KS 6Phone (316) 268-0230 , �0x (31�i) 268�.; copf*t 19 8 V c(OHS 7 irBO f �y{,• �3',•, * "•a ... a ,,,`.t• s _ v -. , M {w 3 u y a ? y* a ... �'t ' r' 3+ a ' - ' k "' " - .>_� x¢ �' ° , ' ;tom �'�,'"' ', a`c `ti-...`.' " I c � 1 Z. .k t'�: c - y�. "�'' �`,�" n.* "K `.; ++. 4 r r ti' 2h a' \i . pup' ti :a; - ,�,,. 2 =a y�� ' *nk' tea 4 a't+ :t a a v'. ."r� x y, ,, . - ix+�. ""eat `- y t`4 .� tiw ' e a- �,'" ... '` ` «a „ , *' .� -. . fig, 4 _' .» s't • .. _ 4 .t15\ A, 4.T 4. 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" 0 , ;" �4 �1 I �, "k, , a r4 ¢ 4 xk k $4''i ¢ i. 1 i :y )j`�' �� F SITE LIGHTIIJG PLAT ,z,t 4: �a r ts, aA " i Z k # ,� 1 - 3fl r , l ' 1 ��# �y ` � ' a n . �, : �, ; t f n td }v4 '�`?, k t '� i, F " � ` , GLARE~ SHIELD �g k a` `, Y -- k,, x "r .q�.a - � x : ,;, j �, �, }ti $ ' A � i ,. k' ,* ".L d : ;Y. �Si q $ Wry`• , 'RPE h at M' �. �, r, . `�''' k eta ;•'a r ktl}c f s" k 5: �� , � � a.. I, ; r ;. 2 a3 Rye ¢ u " -, t l . T , , - y < ,- e y". ttq ,Y�1: t o � 2'�A -` 4 v t f �F S u" . +, i C¢,,,,; , ° 1 • :^ DIAMETER f 1 � ¢v f _ 1, w _ i _. ,.. .. . , . ,. t, , " VIA RELAY AYS ¢�g'a3lq,• ^ ` - ,. ', �" . DETAIL ABOVE ---�., ,, _ f PN`�, 01 � � r, _ rv'u .... n xy ? S `a , I - . t , - . • " ,6 __ �'� ?4 # , iy � ,?# .., ,., s;�ag .. s .- . , i FIXTURE J-BOX FINISHED GRACE 31e GALVANIZED RIGID CONDUI T CONCRETE PIER CONDUIT ADAPTERS PVC CONDUIT FOR CIRCUIT CONTINUATION SEE LIGHTING FIXTURE SCHEDULE THIS SHE€T. LIGHTING FIXTURE SCHEDULE LETTER DESIG. MANUFACTURER CATALOG NUMBER VOLTAGE LAMPS MOUNTING FINISH TRIM TOTAL WATTS REMARKS NO. TYPE DARK BRONZE 460 SEE DETAIL C/SL-1. Al HUBBELL RCS—MAL-4-1-40OH-3T8-1 208 1 M400/U POLE 1D A2 HUBBELL (2) RCS—MAL-4-1-400H-3T8-1 208 2 M1 C0/U POLE 2 DARK BRONZE 920 SEE DETAIL B/SL-1. A3 HUBBELL RCS—MAL-4-1-404H-3P8-1 208 1 M400/U POLE �1 DARK BRONZE 460 SEE DETAIL C/SL-1. C1 HUBBELL RCS-MAL-4-1-40OH-3TS-1 208 1 M400/U WALL DARK BRONZE 460 PROVIDE WALL BRACKET G1 HYDREL 7100A-MH175/120/TS/kM/JB/BZ/GS 120 1 M175/U GRACE STANDARD 210 SEE DETAIL D/SL-1 Q PROVIDE STRAIGHT SQUARE STEEL POLE, HUBBELL No. SSP-5256-A-4. Q PROVIDE STRAIGHT SQUARE STEEL POLE, HUBBELL No. SSP-5256-C-4. NOTE: LEVELING NUTS SHALL BE POLE BEARING PLATE SH SHIMMED AGAINST PIER C �s GRfluND cONDucTORs BOND SYSTEM GROUND TO GROUNDING LUG INSIDE POLE. BOLT COVER (6) ilk RE —BARS W/J3'�� _._. TIES 16 O.C. --�— CONCRETE PIER, FIELD PAINT TO MATCH POLE. PVC CONDUITS Q / , �_ e r/ rdtil—ll�r— � / CADWELD CONN. TO GROUND ROD.—/ PVC CONDUIT FOR CIRCUIT CONTIN.— #6 AWG q COPPERWELD GROUND ROD, 5/8" x 10'—O" 3 _ a; a Y, . _ _ _ - +L'tt'1, �a `ws`.,. PRINTS [SUED - DATE - PUR . tom. , ', . 2 SINE PLAN APPROVAL. - t; ;i. $_. _, LUMINAIRE, SEE LIGHTING FIXTURE SCHEDULE THIS SHE€T. MOUNTING ARM, HUBBELL CATALOG No.MAL-4-1. STRAIGHT SQUARE STEEL POLE, FACTORY PAINTED DARK BRONZE. -LIGHTING CIRCUIT UP POLE. (TYPICAL ALL CONDUCTORS) -SUSSMAN FUSE HOLDERS AND FUSES IN BASE. (TYPICAL ALL CONDUCTORS) HAND HOLE AND COVER. LE LING NUT. GROUT POLE BASE. II I ! II 1" CHAMFER. It . � I� II 1 'at ANCHOR BOLTS (4). I 1 1 I PARKING LOT FINISH SURFACE if I 1 II OR TOP OF GRADE. ��'�/ - � //// ////—//// /ff �� /— ////— ////— .ir,a // \` � o � �a-�- a d ( �d [ 24" DIAMETER o POLE BASE DETAIL FIXTURE TYPE A2s NOTE: LEVELING NUTS SHALL BE USED. POLE BEARING PLATE SHALL NOT BE SHIMMED AGAINST PIER CONCRETE. ;�6 GROUND CONDUCTORS BCND SYSTEIV GROUND TO GROUNDING LUG INSIDE POLE. BOLT COVER —� PVC CONDUIT �.! r CADWELD CONN. TO GROUND ROD. PVC CONDUIT FOR CIRCUIT CONTIN. COPPERWELD GROUND ROD, 5/8" x 10'-O" I i 42" —PYC CONDUIT �� FOR CIRCUIT 1 CONTINUATION. LUMINAIRE, SEE LIGHTING FIXTURE SCHEDULE THIS SHEET. MOUNTING ARM, HUBBELL CATALOG No.MAL-4-1. STRAIGHT SQUARE STEEL POLE, FACTORY PAINTED DARK BRONZE. -LIGHTING CIRCUIT UP POLE. (TYPICAL ALL CONDUCTORS) SUSSMAN FUSE HOLDERS AND FUSES IN BASE. (TYPICAL ALL CONDUCTORS) HAND HOLE AND COVER. LEVELING NUT. GROUT POLE BASE. 1" CHAMFER. >�/ \ I I /— ////=////= z / � ANCHOR BOLTS (4). m io 1 ! N AWG PVC CONDUIT I (6) #8 RE -BARS W/#3 CONTI UATION. TIES 16" O.C. CONCRETE PIER, 24" DIAME TER 124" DIAMETER POLE BASE DETAIL FIXTURE TYPE 'At' D- L`�LO^� "ENT PU CITY OF RENTu'. $ I� MAR O 1 1�: ik7P— `� ��,qq aa9 I ��' ` ,?P �. ; Via,�, Y 4 v _ `'_v - FOR SONS N : � .a . REVISIONS BATE ITEM NQ. DRAWN € HECK r.7 RELATED DRAWINGS SMELL DETAILS STRUCTURE MECHANICAL ELECTRICAL OTHER SEQUENCE NUMBER Of SHEETS o- 133 UNITS/ 4 STORIES � 3 ELEVATION MATERIALS LIST O — EXTERIOR INSULATION FINISH SYSTEM E.I.F.S. COLOR 3/4- X 3/4" CONSTRUCTION "V" JOINT IN E.I.F.S MFG. SENERGY O — 4"H X 2-D RUSTICATION JOINT IN E.I.F.S. O — SENERGY T-9510 (CLOUDY GREY) f�4 — ROOF — COMPOSITION SHINGLES O — SENERGY T-9511 (SOFT ROSE) SEE SPECIFICATIONS O — SENERGY T-9509 (RED CLAY) — PREFINISHED ALUMINUM Ll GUTTERS & DOWNSPOUTS (SEE NOTE BELOW) O6 — HOLLOW METAL DOORS SEE SCHEDULE E.I.F.S. THICKNESS 07 - GLASS/ALUMINUM DOORS SEE SCHEDULE (D - 1" THICK E.I.F.S. O- 4'-6" x 4'-0' WINDOW O2 = 2" THICK E.I.F.S. UNLESS NOTED OTHERWISE = 3- THICK E.I.F.S. O - 4'-0' x 4'-0' WINDOW C' = 4' THICK E I.F.S. 10 — RIDGE VENT it — THRU—WALL HVAC UNIT— SEE MECH. 12 — MECH. LOUVERS, SEE MECH. DWGS. FOR SIZE, ALSO REF. STRUCT. DWGS. FOR HEADER SIZE AND LOCATION, PAINT LOUVER TO MATCH ADJACENT SURFACE 13 — EXPANSION JOINT IN EIFS do SHEATHING WITH SEALANT do BACKER ROD, REFER DTLS. 7/A2.2. 8/A2.2, & 9/A2.2 14 — NO EXPANSION JOINT IN THE MAIN ENTRY DORMER AREA AND IN LOCATIONS AS INDICATED. NOTE: 1. COLOR OF FASCIA, AND SOFFIT TO MATCH EIFS COLOR 'CLOUDY GREY 2. DOWNSPOUTS MUST BE PREFINISHED IN THE SAME COLOR AS GUTTERS AND PAINTED TO MATCH ADJACENT BUILDING SURFACES (EXCEPT OVER EIFS COLOR CLOUDY GREY.) 4 a FIN. FLR. ELEV. EL. 121.2' FILL DEPTH APPROX. EL. 116.0' FIN. FLR. ELEV. EL. 121.2' FILL DEPTH APPROX. EL. 117.0 FIN. FLR. ELEV. EL. 121.2' FILL DEPTH APPROX. EL. 117.0 NOTE THERE WILL BE NO ROOF TOP EQUIPMENT USED ON THIS PROJECT. FIN. FLR. ELEV, EL. 121.2' FILL DEPTH APPROX. EL. 116.0' RIDGE LINE EL. 149'-6 t ROOF TRUSS BEARING EL. 136 - 5 1 4 FLOOR JST. BEARING EL. 126'-11 7/8- THIRD FLOOR EL. 118 -10 1/4- FLOOR JST. BEARING EL. 117 -6 1 2 SECOND FLOOR TOP OF SLAB EL. 100'-0" II,,,-,�i li i_I I I' RIDGE LINE EL. 149 -6 f ROOF TRUSS BEARING EL. 136 5 1 /4" FOURTH FLOOR EL. 1 8 3 5 8 FLOOR JST. BEARING EL. 126 -11 7 8 EFLOOR L. 1 FLOOR JST. BEARING ! EL. 117 -6 1 2{ SECOND FLOOR EL. 109'-4 7/8 FLOOR JST. BEARING EL. 108 -1 1 /8, TOP OF SLAB EL. 100' - 0 ROOF TRUSS BEARING EL. 136'- 5 1 /4" FOURTH FLOOR EL. 128 - 3 5/8 FLOOR JST. BEARING EL. 126 -ll 7 8 THIRD FLOOR EL. 118'-10 1 /4 TOP OF SLAB EL. 100'-0" 1=1 1 _i" 1 1 I=i i=i 1I- -II i!I=ill—I�I-i') lil=Ili=l�,-III=1!, _III RIDGE LINE EL. 149 -6't ROOF TRUSS BEARING EL. 136 -5 1/4' _OgL, FOURTH FLOOR EL. 128 -3 5/8` FLOOR JST. BEARING _ EL. 126 -1 l 7 8 OIL THIRD FLOOR EL. 118'-10 1/4 FLOOR JST. BEARING EL. 117 -6 1 2 SECOND FLOOR EL. 109 -4 7/8' C 2 FLOOR JST. BEARING EL. 108 -1 1/8' o� TOP OF SLAB 2 EL. 100'- 0" / 1/ 0 L IIi�II-!I, I NORTH ELEVATION 3/32" = l'-O" EAST ELEVATION u -- WEST ELEVATION 3/32' = 1'-0" a U • 12 I I i Ranson I■■s■ !!!s ■!■ ■ssl� Est■` i■� `ss✓!� !■■s! ss■�; `■it- saw ! ■■■a ■�■ !■lls ■■is ■!! !! !!!� ■■■ !■■! nowon nowi saw !■■� ■■■■ i■i■■ s■■■ ---� i!! !■!m ■■■ w �. _. ■!=Wisp■ � — MAN — iris; ■■s ■sis' i i■isIn ism; asMR 011001 s■■ — siif' • • ;!!! Oo ■■■! ii iia iii li■ ■!!! �© ■!!■i.� _�■■�_ ■�iE;. it as iii ► ■ii 'ii „i!�■i� ,�-■■!EMg 1111011110011 Sao V Ll WON SOUTH ELEVATION - ■■■■■■■� ■■!■� Q " �►� oZd��:� 1 00 ■!!■ ■._.■ ■!!■ .... o0 0 0 oQ - - ,r ,l ell I Iola= • CHttkED -sass :N' DO s�■■ _■�s■ OO � O RELATED DRANNIGS llufflumIN;l� o1 o o • DRAWN• mom •Oq o Y Z O U O Z I ,li o w 3 w O o � a o V) v) I CL n tl �I r � w >, O U O O W —� � o Qz m U0 L. o o_ QCr o o af rr � V) c a a O o of 3�:Q �—{ W LiJ 2 ac� \ c vE Q :3E o a) m Qomw m � � ' o � � O Z Z a Q — a� 0 Kz j N 0 J Z Z O = u o 0,0 I I O L Z o F Q w Z j �a l N Cn Clm m M 0 m s w z o Y W s O Y Vt o Q ti I � n i Q w Q Z O V) w z O Z V) w < > Q O Q Ow vo 3 ~ Q S.W. 10TH STREET 0_ v� SA GRAD`( WAY r� SR 405 SW 16th STREET Lei Q SITE Z O Q 00 n VICINITY MAP NO SCALE LEGEND: PROPOSED TYPE II CATCH BASIN O PROPOSED TYPE I CATCH BASIN EXISTING TYPE 11 CATCH BASIN O EXISTING TYPE I CATCH BASIN ❑ PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED SANITARY SEWER MANHOLE , PROPOSED SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATERMAIN EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATERMAIN PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS EXIST ING CONTOURS PROPOSED CONTOURS PROPOSED PAVEMENT PROPOSED CONCRETE ----------------------- W ----------- I 1 II I , 1 EX. BUILDING 1 1 I I I I I 1 1 , I� I I , N I I n I� !I U I Q I 1 _i r_-j 1 � I I I W Z I Q U_ LL U Qg CA D---�,��IWOD RENTON, WASHINGTON 4 LEGAL DESCRIPTION: PR❑VIDED BY FIRST AMERICAN TITLE PARCEL 'A' (ARTHUR S, NESS) LOTS 1-6 AND LOTS 24-34, BLOCK 36 IN C,D, HILLMAN'S EARLINGTON GARDENS ADDITI❑N TO THE CITY OF SEATTLE, DIVISI❑N NO, 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGT❑Nj TOGETHER WITH VACATED THOMAS AVENUE SOUTHWEST (83RD AVENUE SOUTH) ADJACENT THERETO) EXCEPT THE EAST 40 FEET THEREOF, VACATED BY THE CITY OF RENTON ORDINANCE NUMBER 31951 EXCEPT THAT P❑RTI❑N CONVEYED TO THE STATE OF WASHINGT❑N FOR PRIMARY STATE HIGHWAY NO, 1, BY DEED RECORDED UNDER RECORDING NUMBER 5443689, SITUATED IN THE COUNTY OF KING, STATE OF WASHINGT❑N, PARCEL 'B' (SUSAN N, MCLE❑D) LOTS 7-23, BLOCK 36 IN C.D. HILLMAN'S EARLINGT❑N GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISI❑N NO, 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON] EXCEPT THAT P❑RTION CONVEYED TO THE STATE OF WASHINGT❑N FOR PRIMARY STATE HIGHWAY NO. 1, BY DEED RECORDED UNDER 1"=40' RECORDING NUMBER 5443689, SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, 0 20 40 80 PARCELS 'A' AND 'B' CONTAINING AN AREA OF 126,877 SO. FT. (2,91 ACRES), MORE OR LESS. SUBJECT TO ENCUMBRANCES OF RECORD, INCLUDING KING COUNTY REC❑RDING NO, 5443689 AND KING COUNTY RECORDING NO, 7702160701. ALL SITUATE IN THE NORTHEAST QUARTER AND SOUTHEAST QUARTER __ _ OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. KING COUNTY, WASHINGTON. VERTICAL DATUM• NAVD 1988, ELEVATION = 24.157 + ► BENCHMARK: ,%• . CITY OF RENTON BENCHMARK NO. 1881 - — --- - -- " FOUND 3 1 /2" BRASS DISK TOP OF EAST END OF BRIDGE CONC. RAILING ON NORTH SIDE OF S.W. 16th ST. (BRIDGE IS LOCATED JUST NEW CANDLEWOOD HOTEL ;$ WEST of INT. SW 16th ST. & OAKSDALE AVE. SW) �. • . ;�\ FF=21.2 I 1133 UNITS-4 STORY w ;I SITE DATA EXISTING ZONING UI, C❑ Commercial Office District SURROUNDING Z❑NING u North IM • I u South IM East IM II West IM -- — co " SITE DIMENSIONS, 0 i;; Length 321.41 feet it Width 410,01 feet Gross Total Area 2,9 acres - w ; II Existing Impervious Surface 0 square feet Existing Natural Undeveloped Area 126,324 square feet Total Wetland Area 1850 Sq. Ft. -- - ' BUILDING TYPES Type V-1 hr, Spr(nklered BUILDING SETBACKS/HEIGHT LIMITATIONS Proposed Front Yard 37t feet (20 feet Minimum Required) Proposed Side Yard 11t feet (0 feet Minimum Required) Proposed Side Yard 194t feet (0 feet Minimum Required) - Proposed Rear Yard 67t feet (20 feet Minimum Required) ' Proposed Bullding Height 49.5 feet (250 feet Maximum Allowed) COVERAGE, Building Sq. Footage By Floor 16,680 Sq. Ft. I' - ---- 1 Bullding Sq, Footage Overall 66,722 Sq. Ft. % Lot Coverage-Bulldings & Structures 13.4 percent Total Asphalt Pavement 53,064 Sq. Ft, PARKING REQUIREMENTS Parking Standard 1 per unit] 2 per 3 employees Numer of Spaces Requir 137 Number of Spaces Provided 141 Standard Stall Size 9 feet by 20 feet Compact Stall Size 8,5 feet by 16 feet Compact Percentage Allowed 30 percent -- - - Compact Percentage Provided 22 percent ADA Accessible Stalls 5 SW 16th STREET Aisle Width (Min) 24 feet --- --T--- ---- , --- - - - - - - -- - -- Locatlon & Size of Curb Cut 4' to Center of Driveway from South INDEX OF SHEETS: 1 COVER SHEET 2 PRELIMINARY SITE PLAN 3 PRELIMINARY GRADING AND STORM DRAINAGE PLAN 4 PRELIMINARY SANITARY SEWER AND WATERMAIN EXTENSION PLAN 5 CONSTRUCTION NOTES AND DETAILS 6 CONSTRUCTION NOTES AND DETAILS 7 FLOOD STORAGE COMPENSATION EXHIBIT 8 TREE CUTTING/LAND CLEARING PLAN PL1 PRELIMINARY LANDSCAPE PLANTING PLAN PI-2 LANDSCAPE NOTES AND DETAILS Eastern Prop erty Corner, 45 LF Curb Cut (1) with 5' Landscaped Median, LANDSCAPE REQUIREMENTS Strip Buffer Along Street Frontage 10 feet Rear Yard Landscaping Required 10 feet Side Yard Landscaping Required 0 feet Interior Parking Lot Landscaping 5 percent Min, Landscape Island Width 5 feet Proposed Sq, Ft. of Landscaping (Parking lot) 2,674 Sq. Ft. Proposed Sq, Ft. of Landscaping (Wildlife Habitat) 2,538 Sq. Ft, Proposed Sq, Ft. of Landscaping (Total) 11,852 Sq. Ft. 1C . Bq Q� �F A i +� NOTE; THIS CONCEPTUAL SITE PLAN BOUNDARY IS BASED ON A PRELIMINARY SURVEY PREPARED BY THE FAR COMPANY ON JANUARY 18, 1999, w w to Z 0 V Z U co L- 00 Uz z W I m O F— Q 0 U O J Z 0 --� N U � � _1 w Q U CO C Q O w � � 000 = 1 00 U 0 Z Q U _ V) LLJ (.50 F— Z zDf O V) LiJ J X Q ~ Zw z Lli Q N � N N Z -O � O 00 N N 00 r- o' Z > z rn (O 00 w Z w r- Q Ln Ln z CDZ Ln �� Ln Z UV)) Q Z _ W - 25672 O �� `' �f s�c I S I E.R``� �� Ob NA L E� Z�Ld •��f 6 p CO x 5 EXPIRES , CITY OF RENTON DEPARTMENT OF PUBLIC WORKS COVER SHEET DESIGNED BD5 DATE 2/12/99 DRAWN MFB CHECKED DKB SCALE 1 =40' NO. REVISION BY APPR. DATE APPROVED _ - - - - �R'cG7C�2 OF PUBJC NOR16 FILE NO. FIELD BOOK__ -_ PAGE SHEET 1 OF 8 44 _�2n ) -)D, File: P:\SDSKPROJ\6882\ENGINEERING\6882P01.DWG Date/Time: 02/25/1999 16:35 Scale: 1=40 mikeb Xrefs: Z6882-T,Z6882-PB,Z6882-S, PRELIMINARY SITE PLAN S N 0' LANDSCAPE BUFFER x 411 A — x—�� 8 --—__ --- - - --- • L -F� Q d� Q a N o +� � (n a a C) O O E � �< a U _ r �•-�i w 3 W L �o u uj m 0 Z 0 J DM IM V Z Cn X w Tax a N D f C rn w I CD cf) O N i 0 Q I I U ' 1 o a a`a � ZZ �< 0 �c I I � �c I r- _ --- - - - - - - - W / \W W — W W wW W i / / W 4/ W W W 1 FLOOD STORAGE POND I Ml,11 1 1 24.00' F- U R0000of- 0 o O I A L ROCK WALL �J TO N LAN �a X 20' BLDG SETBACK 2 .00' c " C� TIF .' i 15 STALLS 0 9' = 135.00' NEW 15' WIDE WATERMAIN EASEMENT o S LANDSCAPE TRASH—` (ENCLOSURE X X- _ I 1"=20' 0 10 20 C AIN LINK FENCE K WALL 1 LNEW 15' IDE I WAIN EASEMENT 1 40.00' 1 II ,I ,I �I 1 X �- NOTES: 1. SEE TITLE SHEET FOR SITE DATA (SHEET 1) 2. SEE PRELIMINARY GRADING AND STORM DRAINAGE PLAN FOR OFF -SITE UTILITIES (SHEET 3) 1 — _ N QD 20.00' 20.00' --- _ _-_ MONUMENT SKI L —1 NEW 2' WIDE Z NEW 2' WIDE SIDEWALK EASEMENT 0' BLDG SETBA K SIDEWALK EASEMENT r 'J ------------- ------------- _ 3.89' -- -- ----=-==L-- =1-=4_ 7 �__ 9-V LANDSCAPE -M z o BUFFER (TYPE 1) °O 109.84' O 0 V) � CENTER CURB CUT S LAN�CAPE— ry--- - - — - - - — - - 6 SIDEWALK CIIIii N F— w w cr Fr- Z v^, O \c! Z � Z co Q co LL Uz W _I cr z m O o Q U O 1 Z C O _ U � w W Q U z VJ O w Q O 3:: 0 00 = J00 U 0 Z h w V) LJ z o- O SN J Q X Q M z z Li W g >Q N I1r) N N Z O N 00 z or C) z 00 N p) co r- 00 w z N Q I I W �`' Ln Ln C.D z , w Lc) Lr) L] 00 LLJ -It YNj_ uV) w z W 'R 25672 c� EXPIRES CITY OF RENTON EX=_PARTMENT OF PUBLIC WORKS o SW 16th STREET PRELIMINARY SITE PLAN 0 0 M --------- _ -,T---------.-------------- --- -- - ---- ------- -- ---- ------------------------. -- ----- --- - -------------------- --- s. e --_- . DESIGNEDS ED BID _'-__ ____-'____-_ -. ,. .. ... .. ... _�___•. .. .� .. • .'. •'; e'er l ' � .n e � . . _ • Y • _ ___1__�______-__ia-____-____�_-___JJ-_ DATE 2/12/99 FILE NO. . .. ,..•: .' �• J - -- --_;.�---�---- - -�-------------------------------�- --------------- - - DRAWN MFB - - -- -- -- -- -- CHECKED DKB___ _ - � SCALE 1 2O FIELD BOOK PAGE O APPROVED _ SHEET OF w l� Z NO. REVISION BY APPR. DATE DIRECTOR OF PUBLIC WORKS File: P:\SDSKPROJ\6882\ENGINEERING\6882PS1.DWG Date/Time: 02/25/1999 16:34 Scale: 1=20 mikeb XrefS: Z6882-T,Z6882-PB,Z6882-S, 4 ZI 7+55 1 7 15. 4 21 c . 1 14.74 15.22 1 15 i�,:i C4( ��f487�F2.9�-----F2.48—F2,KJ—FI,6q,---F2 .14. 06t-g4 .54,F4, �3-)�� '+*, C4P--F LEA 25 H.N —j' J9+97-22+17-26�c J? F2.37--"f F3.4 I F'31,45 /F' ) L C. 187 2 11 V; -20+931`28 5 19+1%-19+9P--L-. L,,-2 12 — 1 4 -:18.22 c + 68 -(-8,324) -(-8,-25.8) C-(352,-25.8) ob Name:FAR COMPANY DESIGN