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HomeMy WebLinkAboutLarge FormatI B 26'-8'' 6'-10" 13'-D" . 6'-10" ' EQ. ,, EQ. ,, EQ. ' EQ. PJ 'I 'I 0 w '" g w ro ..... 3c I 0 0 "' ,; N 3' :r-: u ". <( :;; --· I-~ --1--( -; ) 11\ • ~ I • 1-J-; I DOWN ~: 11~::1,j._1 5 I , ", : I ~: (s> : --'~'t-+---L ~ i I N I 111<--+---'11 a w 3' g w m ..... 3' 0 I 0 "' z N 3' cC 0 !;;; :, 8 I , l ' - - rfp ~ ,- 13 - 1--IIIX ~STAIR 11 I I J B.5 I I I 2 I I~ B.9 C 80'-ll" 26'-8" STORAGE -20 1 . I I OPEN TO BELOW (s) 0 I T I ' I I I 1\/1 26' -8" C.5 I I -~H--+-I 5 ft1+1f:==1= I I I J ~ I i ",. I I " i -I ' llf---+--, I STAIR 2 I (s) I I ' " 'io ·' N 'io I co - -+---'k--+-------10.25 'io I 'o I [;; ' 'b I "' - "? -'l-~0-+---' 0.5 'o I f!:l r-- @ ~~~?ND FLOOR PLAN (NEW ADDITION) / r \ / ..... ! 'o I I "' "' N - ' . 12' -a" \8 ·,• . ' - ·. _I '281 -"k---___c4,:c. ·.cc,:.:. ... , --.;a> ~ :10 ,::- ..... I I 1--f----------CJ-- ~ I I . . -STAIR 1 I I I I UP I --- I . I :,.-. , .... ····· ... ..I--',..-i--X-- , ... --:..::. :..,.1 . ....... : /'·. ;a ~ t,#1--1 2 OFFICE 101 --1-----C' 8.,,__ '-.-0 -® ' _.__:/~~ 'i:o I <D b I <D - ..... 'o s r l I ' I I +---0000""" """"""""' , -,; ----'<'--~ c~ -s_ l~ .. -J [±] 4'-8'' 0 '/ , 12'-0':,.----' ' W /ff'A 1~ ' , ' S VESTIBULE~ /r~ <D> , 100 _ "6)\ lC ', / \ 13 I I . --- 2B - T --T-- 6'-6" I I ! I ~JI MANUFACTURING 103 I I I $N , EQ. //. EQ. EQ. ~ l!>--,-1-- ' GE~IERAL NOTES= 1. ALL FINISHES PER ROOM FINISH SCHEDULE SHEET A6.2 2. ALL NEW OFFICE PARTITIONS WALLS TO BE WALL TYPE DJ, U.O.N. SEE SHEET AS.1 FOR WALL TYPES. 3. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET T1 .2. 4. OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON TriE DRAWINGS. 5. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. 6. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALJGN. 7. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS. 8. PJ = PANEL JOINT. SEE DETAIL 9/A8.2 & 12/A8.2 LEGEND= EXIST. WALLS / PARTITION TO REMAIN NEW PARTITION WALL KEY NOTES= <2> 1. PAINTED TILT-UP CONCRETE PANEL, PAINTED FINISH AT EXTERIOR, TYPICAL. 2. TUBE STEEL COLUMN, SEE STRUCTURAL, TYPICAL. 3. CONCRETE SLAB, SEE STRUCTURAL, TYPICAL. 4. CLEAR ANODIZED ALUMINUM WINDOW SYSTEM TO MATCH EXISTING, TYPICAL. 5. EXISTING TILT-UP CONCRETE WALL TO REMAIN, TYPICAL, PAINT. 6. EXISTING DOOR TO REMAIN. 7. LINE OF SECOND FLOOR ABOVE. 8. REMOVABLE RAILING SYSTEM BY GLOBAL INDUSTRIAL. MODEL #WG940372 OR SIMILAR. SEE DETAIL 17/A8.1. 9. REMOVE EXISTING DOWNSPOUT AND SCUPPER. 10. LID OF OFFICE / RESTROOMS BELOW. 11. ALIGN DOOR WITH STOREFRONT DOOR ( 1 OOA) 12. STICK-PIN INSULATION, SEE WALL SECTIONS 13. RAINWATER LEADER AND OVERFLOW DRAIN FROM NEW ROOF DRAIN, SEE ROOF PLAN. TIGHT-LJNE RAINWATER LEADER TO NEAREST STORM LINE, SEE CIVIL. DAYLIGHT OVERFLOW TO EXTERIOR OF BUILDING, SEE EXTERIOR ELEVATIONS '-. .. C.5 .. . ', ·, l ' 26'-8'' 13'-o" EQ. EQ. EQ. ,. EQ. i ! ! _: f ! -I 1 , . "'~"·~· , "0 2 PJ '''"'' '' !! ' l I . . 1 ~ I T r II '-6" I k~~ D - 2B t I 'o I "' 'o I in "' -----'I.-~ ""~( ,,- ·----. . r"\ 'i===a I -.. I I I ~z(,,D_i !Jg_~ • .MEN'S \ ·.••,• <~oM~ ' I 104 b, .••.·•. =" 1 l '--1_.,,,g: ~v 111 -- I I ;, ; / d CD~.~~~:~: FLOOR PLAN (NEW ADDITION) HARPER ENGINEERING ----------·""' a r c h I t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com oz ~o a: -1-w I-w w-w z 00 ~ -.... J CJ<( I ~ ~ z § z -I CJ) ; zo~ w z 3: a: -en w O 0 n _J 0 I.I--I",. - a: ::) -<C m I CONSULTANT z ~ z w a: ' I, ' ... \ ' .' -, .. A? ... _.,, r! 07 ''/ , '· 14 C1 ! Sub m itto Is /Revisions: 03/28/14 PERMIT SET Sheet Title: FIRST & SECOND FLOOR PlANS Dote: Design: TES Drown: TES Pro jec\ No: 12-570 Approved: KMC Building No: Sheet No: A2.1 COPYRIGHT CRAFT ARCHITECTS 2013 NOTES TO USERS This map is for use in administering the National Flood Insurance Program. !t does not necessarily identify all areas subject lo flooding, particularly from local drainage sources of small size. The community map repository should be consulted for possible updated or additional flood hazard information. To obtain more detailed information in areas where Base Flood Elevations (BFEs) and/or floodways have been determined, users are encouraged to consult the Flood Profiles and Floodway Data c1nd/or Summary of Stillwater Elevations tables contained within the Flood lnsuram;e Study (FIS) report that accompanies this FIRM. Users should be aware that BFEs shown on the FIRM represent rounded whole-foot elevations. These BFEs are intended for flood insurance rating purposes only and should not be used as the sole source of flood elevation information. Accordingly, flood elevation data presented in the FIS report should be utlllzed in conjunction with the FIRM for purposes of construction and/or floodplain management. Coastal Base Flood Elevations !ihown on this map apply only landward of 0.0' North American Vertical Datum of 1988 (NAVO 88). Users of this FIRM should be aware that coastal flood elevations are also provided in the Summary of Stillwater Elevations table in the Flood Insurance Study report for this jurisdiction. Elevations shown in the Summary of Stillwater Elevations table should be used for constnictlon and/or floodplain management purposes when they are higher than the elevations shown on this FIRM. Boundaries of the floodways were computed at cross sections and interpolated between cross sec.iions. The floodways were based on hydraulic considerations with regard to requirements of the National Flood Insurance Program. Floodway widths and other pertinent floodway datn are provided in the Flood Jnsurnnce Study report for this jurisdiction. Certain areas not in Special Flood Haznrd Areas may be protected by flood control structures. Refer to Section 2.4 ''Flood Protection Measures" of the Flood Insurance Study report for information on flood control structures for this jurisdiction. The projection used in the preparation of !his map was Universal Transverse Mercator (UTM) zone 10. The horizoutal datum was NAD83, GRSi980 spheroid. Differences in datum, spheroid, projection or UTM zones used in the production of FIRMs for adjacent jurisdictions may result in slight positional differences in map features across jurisdiction boundaries. These differences do not affect the accuracy of this FIRM. Flood elevations on !his map are referenced to the North American Vertical Datum of 1988. These flood elevatlons must be compared to structure and ground elevations referenced to the same vertical datum. For information regarding conversion between the National Geodetic Vertical Datum of 1929 and the North American Vertical Datum of 1988, visit the National Geodetic Survey website at http://www.ngs.noaa.gov/ or contact the National Geodetic Survey at the following address: NGS Information Services NOAA, N/NGS12 National Geodetic Survey SSMC-3, #9202 1315 East-West Highway Silver Spring, MD 20910-3282 To obtain current elevation, description, and/or location information for bench marks shown on this map, please contact the Information Services Branch of the National Geodetic Survey at (301) 713-3242, or visit its website at http://www.ngs.noaa.gov/. Base map information shown on this FIRM was derived from mu!tip!e sources. Base map files were provided in digital format by King County G!S, WA DNR, WSDOT, and Pierce County GJS. This information was compiled at scales of 1:1200 to 1 :24,000 during !he time period 1994-2006. This map reflects more detailed and up-to-date stream channel configurations than those shown on the previous FIRM for this jurisdiction. The floodplains and floodways that were transferred from the previous F!RM may have been adjusted to conform to these new r;tream channel configurations. As a result, the Flood Profiles and Floodway Data tables in the Flood Insurance Study report (which contains authoritatiVfJ hydraulic data) may reflect stream channel distances that differ from what is shown on this map. Corporate limits shown on this map are based on the best data available at the time of publication. Because changes due to annexations or de-annexations may have occurred after this map was published, map users should contact appropriate community officials to verify current corporate limit locations. Please refer to the separately printed Map Index for an overview map of the county showing the layout of map panels; community map repository addresses; and a Listing of Communities table containing National Flood Insurance Program dates for each community as well as a listing of the panels on which each community is located. Contact the FEMA Map Service Center at 1-800-358-9616 for information on available products associated with this FIRM. Available products may include previously issued Letters of Map Change, a Flood Insurance Study report, and/or digital versions of this map. The FEMA Map Service Center may cdso be reached by Fax at 1-800-358-9620 and its website at http://www.msc.fema.gov/. If you have questions about this map or questions concerning the National Flood Insurance Program in general, p!ease call 1-877-FEMA MAP (1-877-336-2627) or visit the FEMA website at http://www.fema.gov/. The profile baselines depicted on this map represent the hydraulic modeling baselines that match the flood profiles in the FIS report. As a result of improved topographic data, the profile baseline, in sornu cases, may deviate significantly from the channel centerline or appear outside the SFJ-IA. 122'15'00.0" 122°13'07."," JOINS PANEL 0663 4r3o'oo.o" .. h-.----s--,---,----,---,-----,=b-i,--,-·r----------------'F;::=:::;::====::r---------:-=-------::;c-----1 -------T---T-\ir-----,ini1r30·00.o" s2 61 ooomN S 115TH STREET S 115TH PLACE{I) -1-~~ s PLACE 115TH ~ "' m 0 ..., w I 11 S118TH STREET S 120TH STREET '" ci ci CITY OF SEAT.'cTc,L"'E-'\,_ ___ _ WS116THSTR% ~ o> \"II w ':?i. 'Z- s 116TH STREET STREET s 116TH Kl NG COlfrffY \ S 116TH S /----f'-----rT~rn~T~H __ _,ST""R,sEE"T'--J SoREET CITY OF SEATTLE > :J., ~ < > ::i;:S11oTH\'ii lf> 530089 RENTON ~· • ,, • w 0 z w " S117TH STRFF'T S 118TH STREET 117TH w 0 z STREET ~ < s 117TH lg" PLACE i STREET : ~ S 117TH PLACE • S 118TH STREET w " Q w r1 w ::i w ZONE • 1 r11 BRYN MAWR PARK ~iJ--~''--:w::l-'-'""'""'H---'!!2T},REs!::2j; __ Cf) ~ ill 2 x " i i I s ~ TT9TH STREET~ Orf/ 0 • 9-~ STREET ~ ::.i s ,t----,''---~q I \ ~1---~S~T~R~EE,sTc..__ __ +---------[e I 12 S 120TH~ ZONEX S 120TH PLA;:~ ., w • ZONEX\ \ • SKY\YAY PARK w \ • 0~ J ,t ;! • • 12 s ['., • i .LJBRYN MAWR PARK ~ • s 1' "L • 'l w 0 z w E ;:i: 122ND f'.':'. w 0 z w , STREET •--• S 122ND 1' l/BRYN MAWR PARK •J/'"~e S 123RO @ --11t I S 123RD STREET 11· STREET s 121ST STREET 123RD PLACE STREEr " y L ! S 121ST STREET ,... 7 NW7TH STR ·~~,,b..-JI 723RD STREET S 123RD PLACE (.f) t / r----~''--'-'~'~<T~Hc..___j_S~T~RfEE~T~,, , l1( '-I w w z < " ," .~ . 0 / .S:'SKYWA PARK s • / • ,) T. ' 124TH s w w . ' di ?,: L 125TH R STREET w 0 z w ~ 0 z ~ 0 ,----~ S 126TH ~ I STREET(/) .,'°6h L UJ /y S '126TH ~ ,;a r----1 PLACE ~ ~-~ s 124TH STREET I CITY OF RENTON 530088 \ ~NW51H STREET .,._ J ·,·~~--_JSgT~R!~~· 0, I ,. . ~0--~ 1-,-~~1----{~~~"[,~--;;.1 L_;tt __________ 1s ___ ~T2~s~TH'--j--~s~T1RTE§.ETL__ __ J~r2::,..s-;::--;r:::::-::;+-------J-~,-----~~f1:_-::_ --L~-- z ~ i w z ZONE X CITY OF RENTON NW 4TH STREET NW4TH STREET s iii I J;: J:; § ~ 530088 (I) S129TH ri'l !::z ...,._ NW3RDCOURT I ~ STREET ~ S 129fH STREET ,-... ~ z rn ~ w -,: PLACE s KING COUNTY UNINCORPORATED AREAS 530071 ·~ S 130TH STREET s 130TH STREET I W ~ Q z 0 NW 2ND • z • z NW3RD PLACE w w a o z z ~ w '1--~~Sj " ~ PLACE~ 132ND STREET <";, ss---.!J'"'°i-----=='-----------\::fl---------------~~ e,~~0__.,;s~TR~E~E]T._<'._ ___________ ==c;---1 NW 2ND STREET ~ l--l-----"----__l~Q_ __ __,_!filfil ____ ::::>~::::: "~ S 133RD STREET ;;; 0 ~ ZONEX FLOODING EFFECTS FROM GREEN RIVER CITY OF TUKWILA--- 530091 122°15'00.0'' Black River Pump Station MONSTER ROAD SW ZONE AE ZONE X s 135TH ,-~--s:-------~ , JR WAY 13 ~~" NOTE: MAP AREA SHOWN ON THIS PANEL IS LOCATED WITHIN TOWNSHIP 23 NORTH, RANGE 4 EAST AND TOWNSHIP 23 NORTH, RANGE 5 EAST. ZONEX RAILROAD PROFILE BASE LINE ' w '~ > < 7TH I TI 18 STREET ZONEX sw VtcroRIA STR SW 2ND srRc '-'ET SW 2ND PLACE FLooD PU\\ N, !,, 0'""1'~ -.# \_, h-" dt;. f.,1'11,I\J~J., CHJ\Nd: LEGEND SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO INUNDATION BY THE 1 % ANNUAL CHANCE FLOOD The 1% annual chance flood (100-year flood), also known as the base flood, is the flood that has a 1 % chance of being equaled or exceeded in any given year. The Special Flood Hazard Area is the area subject to flooding by the 1 % annual chance flood. Areas of Special Flood Ha2ard include Zones A, AE, AH, AO, AR, A99, V and VE. The Base Flood Elevation is the water-surface elevation of the 1% annual d1ance flood. ZONE A ZONEAE ZONE AH ZONE AO ZONE AR ZONEA99 ZONEV ZONE VE No Base Flood Elevations determined. Base Flood Elevations determined. Flood depths of 1 to 3 feet (usually areas of ponding); Base Flood Elevations determined. Flood depths ot 1 to 3 feet (usually sheet flow on sloping terr<1in); average de~ths determined. For areas of alluvial fan flooding, velocities also determined. Special Flood Hazard Area formerly protected from the 1 % annual chance flood by a flood control system that was subsequently decertified. Zone AR indicate~ that the former flood control system is being restored to provide protection from the 1 % annual chance or greater flood. Area to be protected from 1% annual chance flood by a Federal flood protection system under construction; no Base Flood Elevations determined. Coastal flood zone with velocity hazard (wave action); no Base Flood Elevatlons Getermined. Coastal flood zone with velocity hazard (wave action); Base Flood Elevations determined. FLOODWAY AREAS IN ZONE AE The floodway is the channel of a stream plu!i any adjacent floodplain areas that must be kept free of encroachme11t so that the 1 % ,111nual chance flood can be carried without substa11Ual increases in flood heights . ZONEX CJ ZONEX ZONED OTHER FLOOD AREAS Areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mlle; and areas protected by levees from 1 % annual chance flood. OTHER AREAS Areas determined to be outside the 0.2% annual chance floodplain. Areas in which flood hazards are undetermined, but possible. COASTAL BARRIER RESOURCES SYSTEM (CBRSJ AREAS OTHERWISE PROTECTED AREAS (OPAs) CBRS areas and OPAs are normally located within or adjacent to Special Flood Hazard Areas. Floodplain boundary Floodway bound11ry Zone D boundary iuo•aoooooo•<11•e•u• CBRSand OPA tJUundal)' 1'}-,~~+'~~:~}.:;'~~-~i-~:'.i;,~it:I+---Boundary dividing Special Flood Hazard Areas of different Base Flood Elev<1tions, flood depths or flood velocities. -513-... ~· Base Flood Elevation line and value; elevation in feet* (EL 987) Base Flood Elevation value where uniform within zone; elevation in feet* "Referenced to the North American Vertical Datum of 1988 (NAVO 88) @----@ Cross section line T@nsect line 97'07'30", 32°22'30" Geographic coordinates referenced to the North American Datum of 1983 (NAO 83) 6000000 M OX5510 0 M1.5 1000-meter Universal Transverse Mercator grid ticks, zone 10 5000-foot grld ticks: Washington State Plane coordinate system, north zone (FIPSZONE 4601), Lambert Conformal Conic Bench mark (see explanation in Notes to Users settion of this FIRM panel) River Mile MAP REPOSITORIES Refer to Map Repositories list on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE RATE MAP September 29, 1989 EFFECTIVE DATE(S) OF REVISION(S)TO THJS PANEL May 16, 1995 May 20, 1996 March 30, 1998 November 8, 1999 December 6, 2001 April 19, 2005 _____ -to change zone designations, to update corporate limits, to change Base Flood Elevations, to add roads and road names, to incorporate previously issued letters of Map Revision, and to change Special Flood Hazard Areas. For community m<1p revision history prior to countywide mapping, refer to the Community Map History table located in the Flood Insurance Study report for thls jurisdittion. To determine if flood insurance is available In this community, contact your insurance agent or call the National Flood Insurance Program at 1-800-638-6620. MAP SCALE 1" = 500' 250 0 500 1000 CH::E'CEC.:?cC. . ' FEET i::~~,:1 ~.:-:::::::r:::=:::::-:::--""r== __ .. ---_ -F--:=--~.:..::..:==:=:. 3 METERS 150 0 150 300 ,--------,_ i , --··---------, II ' ii KING COUNTY : RENTON. CITY OF I SEATILE, C!TY OF TUKWILA, CITY OF 530071 530088 530089 530091 0976 0976 0976 0976 K K K K Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community. MAP NUMBER 53033C0976K MAP REVISED I Federal Emergency Management Agency I j ------ APR O 7 1014 I- I- I- I- I (/) (/) I a_ 0... a_ 6 " -I') O') sj--0 z w " ,;: w "' X 1;: 0 a z 0 z ~ ~ ~ ! ~ 0 z 0 E O[iz I-0 0 w <( w ..... c,a:0 w zl-Z I -00:f.: a::coo 00 w~<C a: ~ ~ w a~ -zoo 2 > Wo~ a:OZ w r,,.. w a.. a: a: <( J: 0 0 (f) VJ 0 0 ii ~ ~ z z > § & " a w a a Q --- -------- 0 0 -o_ Q) 0 U) -t 0 3: "-0 ~ @ t "-u B 6 " " ~ Ct'. (L (L <( w ~ 0 >-(D z 0 (/) GJ Ct'. c:i z STORMWATER DRAINAGE NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTl\'11Y OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CllY 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 (Af'WA), 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 UTILilY. 4. A COPY OF THESE Af'PROVED 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 YIITH ALL CONSTRUCTION ACTIVllY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILllY. 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 Af'PROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILllY. 9. AILL PIPE AND APPURTEN.A.NCES 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 BOITOM OR THE TOP OF THE FOUNDATION MATERIAL />/5 WELL />/5 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 GRAfES SHALL BE DEPRESSED 0.10 FEET BELOYI PAVEMENT LEVEL, 13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY Af'PROVED BY CITY OF RENTON DEPARTMENT OF PUB 1.IC 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 SflALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORMWATER UTILllY. AN ACCURATELY DIMENSIONED CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CllY 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 UABILilY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MIIJNTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. 16. 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 PROPERlY IN CONNECllON 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 Af'PROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE WSDOT STAND1\RD SPECIFICATIONS 1-07.23, TRAFFIC CONTROL, SHALL APPLY. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE W/>SHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVllY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPUCATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. W/>SHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBUC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SrlALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE Af'PROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. COVER SHEET HARPER ENGINEERING ADDITION SW 1/4 SECTION 18, TWP. 2,3 N., AGE. 5 E., W.M. STORM DRAINAGE PIPE SPECIFICATIONS 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 MUST BE OF THE SAME MATERIAL />/5 THE PIPE. ALL PIPE SHALL HAVE A MINIMUM COVER AS SPECIFIED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (REFER TO THE MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT LOADINGS). A. DUCllLE IRON -4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL BE CLASS 52 AND 16-INCH 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), 8. 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 03034 SOR 21. 4-INCH THROUGH 18-INCH DIAMETER PIPE, WITH ASTM 03034 SOR 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 36 INCH DIAMETER PIPE SHALL BE 14 GAUGE WITH 2 1/3 INCH X 1/2 INCH CORRUGATIONS. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36 INCH DIAMETER. ALL ALUMINIZED PIPE SHALL HAVE ASPHALT TREATMENT 1 COATING (2.0-FOOT MINIMUM COVER). E, HEUCAL 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, lYPE 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 "WATERTGHT". WATERTIGHT JOINTS SHALL BE MADE WITH A SLEEVE LEGAL DESCRIPTION: PARCEL B: THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18; THENCE SOUTH 89' 10' 18" EAST ALONG THE SOUTH LINE OF SAID SECTION 18 A DISTANCE OF 275.74 FEET TO THE sou-n-iERLY PROJECTION OF THE WEST LINE OF A PARCEL DEEDED TO GEO. A. HORMEL AND COMPANY BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 7305240389; THENCE NORTH O' 49' 42" EAST ALONG SAID SOUTHERLY PROJECTION 40.00 FEET TO THE SOUTHWEST CORNER OF SAID PARCEL AND THE TRUE POINT OF BEGINNING (SAID POINT BEING ON THE NORTH MARGIN OF SOUTHWEST SEVENTH STREET); THENCE CONTINUING NORTH O' 49' 42" EAST ALONG THE WEST LINE OF SAID PARCEL 464.54 FEET TO A POINT ON A 363.06 FOOT RADIUS CURVE CONCA VE TO THE SOUTHEAST, A RADIAL AT SAID POINT BEARING SOUTH 15' 37' 21" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 340.46 FEET; THENCE SOUTH 1' 14' 35" WEST 151.88 FEET TO SAID NORTH MARGIN OF SOUTHWEST SEVENTH STREET; THENCE SOUTH 89' 10' 18" EAST ALONG SAID NORTH MARGIN 259.60 FEET TO THE TRUE POINT OF BEGINNING; AS SHOWN IN SHORT PLAT 37-77, CITY OF RENTON, RECORDED MARCH 24, 1977 UNDER RECORDING NO. 7703240654. SCHEDULE 'B' NOTES FOR EASEMENTS: 11. EASEMENT FOR PUGET SOUND POWER & LIGHT CO. ELECTRIC TRANSMISSION / DISTRIBUTION SYSTEM (LINE OF POLES). REC. NO. 3525118. EASEMENT DESCRIPTION IS NOT SUFFICIENT TO DETERMINE THE LOCATION. 12. 1 O' OLYMPIC PIPELINE EASEMENT REC. NO. 5930700. DISCLAIMER OF EASEMENT REC. NO. 6242396 -PIPELINE MARKERS INDICATE PIPELINE IS WITHIN THE ORIGINAL 10' ESMT. 13. EASEMENTS PER SHORT PLAT 33-77 REC. NO. 7703240654 -NONE FOUND ON PLAT MAP. 15. QUITCLAIM DEED SUBJECT TO EASEMENTS, REC. NO. 8112160446 & REC. NO. 8209100343. 16. 16 FOOT GRADE CROSSING, REC. NO. 8112160447. (SHOWN ON SURVEY) OR WITH A BELL SPIGOT AND SHALL CONFORM TO ASTM D 3212 (10.8 PSI) USING ELASTOMERIC G/>SKETS CONFORMING TO ASTM F 477. GASKETED JOINTS SHALL BE LUBRICATED AS RECOMMENDED 17. RESTRICTIVE COVENANTS, REC. NOs. 8610021089, 8610240415 & TERMINATION OF EASEMENTS REC. NO. 9611141371 {NO PLOTABLE EASEMENTS) 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. EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVllY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CllY OF RENTON DEPARTMENT OF PUBUC WORKS, DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILilY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILllY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 19. PARKING EASEMENT REC. NO. 8610240377 AND AMENDMENT REC. NO. 8705061297 AND AS POSSIBLY EXTINGUISHED BY REC. NO. 9612020029 -PARCEL B ONLY. 23. 40 FOOT IWADWAY EASEMENT ACROSS PARCEL B REC. NO. 9804281304. THE EXACT LOCATION OF WHICH IS NOT ESTABLISHED. TAX PARCEL NUMBER 182305-9270 NOTES: 1. THE PROJECT SHALL BE REQUIRED TO FOLLOW THE RECOMMENDATIONS OF THE "GEOTECHNICAL ENGINEERING DESIGN STUDY, HARPER ENGINEERING BUILDING," BY HART CROWSER, DATED JULY 18, 2007. 2. SHOULD EVIDENCE OF A HISTORIC SITE BE FOUND DURING SITE DEVELOPMENT, WORK SHALL BE STOPPED AND THE APPLICANT REQUIRED TO SUBMIT AN ARCHAEOLOGICAL RESOURCE SURVEY OF THE SITE. THIS SURVEY SHALL CONFORM TO THE REQUIREMENTS AND STANDARDS OF THE WASHINGTON STATE OFFICE OF ARCHAEOLOGY AND HISTORIC PRESERVATION AND MUST BE CONDUCTED UNDER THE ON-SITE SUPERVISION OF A STATE-APPROVED ARCHAEOLOGIST. WORK SHALL RECOMMENCE WHEN APPROVAL IS RECEIVED FROM THE OFFICE OF ARCHAEOLOGY AND HISTORIC PRESERVATION. CONSTRUCTION SEQUENCE: 1. ATTEND PRECONSTRUCTION MEETING WITH CllY OF RENTON. 2. PROVIDE CATCH BASIN PROTECTION FOR ALL NEW/EX. CATCH BASINS AS SHOWN ON THE APPROVED PLANS. 3. SAW CUT AND REMOVE EXISTING ASPHALT AS SHOWN ON THE APPROVED PLANS. 4. REMOVE EXISTING LANDSCAf'E ISLANDS AS SHOWN ON THE ~ "' _J _J w 15 "- SW 7TH (/) c'3 w (/) "' z ~~ VJ <( "' 0 :c t- 1-405 VICINITY MAP APPROVED PLANS. SHEET INDEX: 5. INSTALL NEW UTILITIES. 6. CONSTRUCT BUILDING ADDITION. 7. INSTAILL NEW EXTRUDED CURB AND LANDSCAPE ISLANDS_ 8. COMPLETE FINAL GRADING AND PAVING. 9. CLEAN NEW AND EXISTING STORM •DRAINAGE STRUCTURES. 10. INSTALL PARKING LOT STRIPING. 11. CONTRACTOR SHALL MAINTAIN TESC FACILITIES UNTIL AILL RISK OF EROSION SEDIMENTATION HAS PASSED AND STORM SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT LADEN WATER INTO PUBLIC STORM SYSTEM, SURVEY INFORMATION SURVEYORS NOTES: C1 COVER SHEET CZ TESC PLAN C3 GRADING/PAVING PLAN C4 EXISTING CONDITIONS C5 WATER PLAN C6 CONSTRUCTION NOTES AND DETAILS L1 LANDSCAPE PLANTING PLAN L2 LANDSCAPE IRRIGATION PLAN fASIS OF BEARINGS; NAO 83/91 AS ESTABLISHED FROM THE CITY OF RENTON CONTROL MONS. ;,!TE AREA: PARCEL "B" ±96,749.4 SQ. FT. OR 2.21 ACRES THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON Fo31.D OBSERVATIONS TAKEN IN NOVEMBER & DECEMBER, 2000, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) 2" GEODIMETER 600 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURE'S SPECIFICATIONS PER W.A.C. 332-130-100. {B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED OF MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. LEGEND: 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, AILL DISTURBED AREAS MUST BE IMMEDIATELY STAEILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPUCAELE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONG WILL BE ACCEPTAELE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. OWNER HARPER ENGINEERING 700 SW 7TH STREET RENTON, WA 98057 ENGINEER/SURVEYORS BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA. 98032 (425) 251-6222 CONTACT: COSTA PHILIPPIDES (ENGINEERING) CONTACT: DENNIS SALTYS (SURVEY) ARCHITECT EXISTING 0 t EB O@ D -0- E-- ~ [£] [JJ D 15<1 T.S. HANDHOLE WATER VALVE HYDRANT WATER METER MANHOLES (SS/SD) CB POWER/UTILITY POLE GUY ANCHOR POWER TRANSFORMER POWER/TELEPHONE VAULT TELEPHONE/TV RISER GAS VALVE ~ STREET LiGHT X SPOT ELEVATION _n_ SIGN c, MAILBOX C:0:::0 ROCKERY * CONIFER TREE 0 DECIO. TREE FOUND CASED MONUMENT ® SET 5/8" IRON REBAR W/ BLUE PLASTIC CAP STAMPED "P-A-C-E PLS 33127" UNLESS OTHERWISE STATED. EXISTING ASPHALT --w-- CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES SUBDIVISION LINES WATER LINE --ss-- PROPOSED PROPOSED STORM DRAINAGE LINE PROPOSED CATCH BASIN PROPOSED SPOT ELEVATIONS PROPOSED ASPHALT r-- "' ~ CRAFT ARCHITECTS, PLLC. 2505 THIRD AVENUE, SUITE 324 SEATILE, WA 98121 --SD-- --G-- SANITARY SEWER LINE STORM DRAIN LINE GAS LINE AP1, t 7 '14 --UGP-- --UGT-- (206) 720-7001 --0-- CONTACT: BILL ARENS --x-- --0-- UNDERGROUND POWER LINES UNDERGROUND TELEPHONE LINES CHAIN LINK FENCE WIRE FENCE WOOD FENCE CITY OF RENTON DEVELOPER; HARPER ENGINEERING 700 SW 7TH STREEf RENTON, WA 98057 DEPARTMENT OF PUBLIC WORKS UTILITY CONFLICT NOTE• CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. . RECOMMENDED FOR APPROVAL BY ______ _ BY ______ _ BY ______ _ CHECKED FOR COMPLIANCE TO CITY STANDARDS -----------Date _____ _ ------------Date _____ _ Date ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELU DESIGNED DRAWN CHECKED APPROVED COVER SHEET HARPER ENGINEERING ADDITION CP 03,'19/2014 DATE FIL.ENO, ----DSC DKB SCALE NLA FIELD BOOK PAGE_ D:RECTOR CF PUBLIC WORKS 8HEET_C1_ OF 6 1/l w 0 a: "-::; I "-0 0 u 1/l "' 3 '" 0 I l{J co l{J <D () z ca 0 J u.i 0 a:i I- I- I- I- I (/) (/) I a.. a.. a.. 0 () 0 z m 0 , ~ V, w () ~ ~ v, "' '" ~ ii: w j V, r 0 ~ ~ w \i 0 r g ~ " w "' X w " 0 0 z C " I ii 0 ~z Oo ~E-t E-tz -~ u~ -~· 11 ., .. gi .-•'· •" -~ 0-~~ ~~ •·z •o ~' " 0 I ~ z Q { ~ " 0 0 _,; Q. Q) 0 rn ~ ... 0 :s: .~ _Q :, a.. " CJ> C '6 ·:; (D " CJ> C ·2 C 0 a.. " 0 § z " ~ " " ~ a:: a.. a.. < w ~ 0 >-ill z 0 (j) Gj Cl:'. ci z 0 (\I II R ,-. 0 1""0-~2[:0==: 40 ~ l i2 I ' 22.61 / 22.8 EX. PAVEMENT TO REMAIN EX. PAVEMENT TO BE REMOVED @ CB PROTECTION 23.07 TESC/DEMO PLAN HARPER ENGINEERING ADDITION SW 1/ 4 SECTION 18, TWP. 23 N., AGE. 5 E., W.M. 23.41 23.67 23.29 FENCE ENCROACHMENT EX CB#9 R/M=21.34 I[= I 7.81 (12" S) I[= 17.94 (6" S[} IE=17.81 12" N) (TO RECOMMENDED FOR APPROVAL BY~~~~~~ BY~~~~~~ BY~~~~~~ I I I I I I '"-..... "'· \ \ I /'~-... _/ I I I s /. EX. BUfl.:QING .• FF=22.2± ·"'-· CHECKED FOFI COMPLIANCE TO CITY STANDAADS -----------Dote ____ _ ----------Dote ____ _ Date "'·, {"-._ I • I "'-.. ' ' 23.91 EX. CB 113 RIM=21.55 ![=17.45 (/2" [) 1[=77.30 (12" W) EX CB#/0 RIM=21.33 23.96 ![=16.58 {15" S)f'r::~gg~~~ DEVELOPER: HARPER ENGINEERING 700 SW 7TH STREET RENTON, WA 98057 ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI 23.61 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS TESC/DEMO PLAN HARPER ENGINEERING ADDITION DESIGNED CP i-cc==-"''====..J DA1E 03/19/2014 FILE NO. DRAWN DSC f-"=-~======-f.:=.:.::::C.~====c.li CHECKED DKB SCALE FIELD BOOK PAGE_ APPROVED --------DIRECTOR OF PUBLIC WORKS SHEET C2 _OF _ ___§_ (/) w 0 0:: []_ :::J S: []_ 0 II ' -;,; a () (/) 2 <( 0 "' 0 () z lil 0 J u..i (j a:i 6 z 0 z C < 0 ~ I ~ m _,.; w 0.. ', Q) ~ 0 m ~z "' ~ w ~ Oo "' ~ 0 >-~ ;:: ,S! E-l z .D :, -µq (L u~ "-o> C ~ !i5 < ·3 u m CD r "-0 o> ~ ~ C -"~ 11 ·2 •v4 C a (L m > ~ .-•' ,, Q -~ r ~~ 'l 2;2 ~ ti rt::: wO >> " 0 " " ! 0 c..: w "' X C 0 ~ L > 8 ~ • " !l'. n. (L <( Lu ';;;: 0 >-CD z 0 Vi Ci !l'. 0 z b C\I II " .- 20'-. ___ ::s,.40, ( 22.61 .9 EX. ASPHALT PAVEMENT NEW ASPHALT PAVEMENT 23.07 GRADING/PAVING PLAN HARPER ENGINEERING ADDITION SW 1/4 SECTION 18, TWP. 23 N., RGE. 5 E., W.M . 23.29 I-· _J C) 1!t-~ CL 0::: U) <( <( CL I FENCE ENCROACHMENT EX C8#9 RIM=21.J4 !£=17.81 (12'' s) 1£=17.94 (6" Sf) IE=17.81 (12" N) RECOMMENDED FOR APPROVAL BY _____ _ BY _____ _ BY _____ _ I I < ) I EX CBIJ3 HIM=21.55 !£=17.45 (/2" £) /£=17.JO (12" W) /_ EX. BUltQlNG FF=22.2± ~'" 22.20 22.20 22.20 CHECKED FOR COMPLIANCE TO CITY STANDARDS "' ----- ~ r~ cu . "' I ." . ---~--~-" " " : : h-1!1! EX. 200 LF SD ' '. '.., I .J.---- 8" PE~Jt DOWNSPO~J:.... DRAIN @ 0:0% w/ INFILTRATION TRENCH ($EE BUILDING DETAIL SHEET f~) NEW ADDITION :--~+---- FF•22.2± DEVELOPER: HARPER ENGINEERING 700 SW 7TH STREET RENTON, WA 9805 7 ENGINEER: -----------Dote ____ _ BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH -----------Dote ____ _ Dote KENT, WA 98032 (425)251-6222 ( 425)251-8782 FAX CONTACT: DAN BALMELLI 23.96 23.61 i '""Ji cij;J} I I I I 'c CITY OF RENTON DEPARTMENT OF PUBLIC WORKS GRADING/PAVING PLAN HARPER ENGINEERING ADDITION DESIGNED CP DSC DATE 03/19/2014 FILE NO. DRAWN CHECKED 0KB SCALE FIELD BOOK AFl'ROVED C3 DIRECfGR OF PUBLIC WORKS SHEET OF PAGE_ 6 ~ X [;] 0 i'i: (L ::J :c CL 0 II / w 0 0 0 <D 2 (L ;,; ~ 0 z rn 0 -, w (j cri I- I- I- I-w ~ !.i.: 0 6 z 0 • ci I w iii I ~ (/) I---'-...... -............ (/) I 0... 0... 0... 0 u 0 z ~ 0 , ~ V\ w u 3: V\ "' w n. 3: w ~ 6 V\ b ~ n. w Co 0 ,- 9 n. ,_;_: w "' X z 0 E 0 z S1lH~ og:~ Zoo--J: 0: I CIJ w i:::: <( ~ 3: a:s: ~ zoo 2 wof2 o:OZ w!'.W a.. 0: a: <( I ~z Oo ~~ ~z -~ u~ _.,. 'JI .,., m C .-~~ -. o- ~~ z §g 8:i2 >" 0 " Ei " z > I " 0 m 0 z :5 0.. Cf.) z 0 F a z 8 0 ~ >< w ...; a. Q) 0 rn -"' ... 0 3: .2 .0 :, 0.. ' CJ> C 'o '5 rn ' CJ> C ·c C 0 0.. ~ " " ' < O:'. 0.. 0.. <( w ~ 0 [ii 0 z -----~. --,..-~---------- b C\I II " ..... 0 10 20 40 / 22.8 EX. PAVEMENT 22.61 I I 03~ I 23.07 EXISTING CONDITIONS PLAN HARPER ENGINEERING ADDITION SW 1/4 SECTION 18, TWP. 23 N., AGE. 5 E., W.M. 23.41 23.67 .-,~? ~-I ----,-.. _____ ··-·--·-·-r FENCE ENCROACHMENT -----,~ --~------X.~·-··-·-_;.,X; __ ··-- ~ RECOMMENDED FOR APPROVAL BY _____ _ BY _____ _ BY _____ _ CHECKED FOR COMPLIANCE TO CITY STANDARDS ___________ Date----- ___________ Date ----- Date 23.91 DEVELOPER: HARPER ENGINEERING 700 SW 7TH STREEf RENTON, WA 98057 ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI 1- w w a: \ I--I\ en t;: I ' ro/ \,- /1 ~ I I I c..5 _J <( I I (_) I ,w -~ 'n '--'(J I _o o 0 W \ ~ w J 0/ 0 ! f5s -v I r--. CITY OF RENTON il'- 1 ~ Q) i I ~ I sc_ ,,/ z, ;=, (fJ ' >(1 W' ' ' DEPARTMENT OF PUBLIC WORKS EXISTING CONDITIONS PLAN HARPER ENGINEERING ADDITION DESlGNED CP 03/19/2014 DAlE FILE NO. DRAWN DSC CHECKED DKB SCALE FIELD BOOK _____ ---·-- APPROVED --~CfoR OF PUBLIC WORKS SHEET_G_4_ OF PAGE_ 6 iv 0 u (fJ 0 z ID 0 -;, ~ 0 a:i FILENAME: XREF: PLOT DATE PLOT SCALE: PAPER SPACE: STA: JOB NO, 14931 CD: PPP-SS-TTTT SURVEYED: SCALE: --- DESIGNED· --- DRAWN: ONE 11',:('l-i VERTICAL: NAVD 1 988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON HARPER ENGINEERING ADDITION 700 SW 7TH STREET RENTON, WASHINGTON NO. ~ ~ ~ ~! 11 2 ;i ~Q ~~ 0 O O !j 0 0 0 0)-~ S' ~ ~ a:, o~-fl>.::,;;: eo:c,,. 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' ......_ ,,,._ ., -----·--23~~...-1·.·1>1_·"'".-~.4'1:.1,l·\l··-,;.,1 --i-·~ uc1-1-._ .I, . ., . -·.Y \ ,: I / ' - G t I '> · ,,,, · • I I I ' · ",G l> r 1 . \ I I • I 1G G / I {Y ~----.;;} : fY iJ50" CONC. ·. ~y:::o ___ ! ____ T-,;f-"c:=:.__-:& __ ---·"' 1-=------=-' ''§'=-----=--:::...--.,,:::_-.:___=-:_~.i:~:..~~--------:---------1:fc.. .:_._ -----'-------'----'6;--------------... ------'{Ij--'--!---1~1..:11 =--'-="£:'='-== 1111 t -~ --..______ ____ ~ 8 .. ss \ : ss S ss : -------------------·-----ss------;'--+1-'r-----·---- : S89<10'03"E --·---: : : 5" SURFACE ----~ -275.i4' DEED & CALC. -_ ·= -l {--,~, -- 1 BRASS C.l\P lvlON. SSMH RIM= 2l26~--____;_23---·-----------Cw·--7'·t--h s TREE T : I -r--'11_/2~~~~----_ -7==---::w::~-y_"j1v._-::--_LE __ ci~~1-~·~~~~~:=_1_~5_6~---~ML,,_ --_ --_ --__ EX!o,~ING,,,WATER V f ¥ 1 1 0" \hi 7' (/) ~ a> '1ili B.C.E. JOB NO. 16585 File1P\ 16000s\ 16585\preliminary\ 16585-w.dwg Date/Time,3/31 /2014 10129 AM Scale11'' = 1' CPHILIPPIDES Xref: 0 ~ 0 N 0 ... 0 DATI:> FIELD800K PAGE: DAAWING NO: SHEET, OF: 1"=20' ~I ..... )> ~::D (I) ""l] mm< ~:o < om)> zz ~o....; ilz m ~m :D I\) :::D ~zu ~ or ~ )> ):> mo Z oiO m-~ -i :=E 0 ~z I- I- I- I- I (/) (/) I a.. a.. a.. 0 0 -,..., ~ ~ i_i z ITT " ~ w 0 <C Q. u; " w Q. <C Q. w ~ i5 "' r 0 ~ Q. w •· 2'i b ~ Q. Li.: w " X C 0 a z 0 • ~ '" w & ~ a ii\ ~ a (J) _J z <i: I-0 w E 0 Offiz 0 0 0 z <wt, <{ Of!:z CJ) Zoo--I w a:~oo b w <( ~ ~ z a 3:: -z zoo 2 Wo~ 0 ~ a:OZ wr,,..w CL a: :::> a: a: <( ~ :c z 0 0 ...., a. Q) 0 ~z V) ""-Oo .... 0 >,~ 3: .2 ~z .0 ::, -f:;:i;:l 0.. u~ '-CT> C '6 ·s m '-CT> C ~"' 11 ·c .,., C 0 0:: :: ro•· •' a< -~ a- ~~ z :;j_.:J u< f:=!z ~8 " 0 " Q_ Q_ Q_ Q_ () u () () 8 8 0 ~ c z z ~ " Q • 0 " ~ & "' " 0 " " " 0 0 0 < 0:: 0.. 0.. <( w i;;;: 0 -~--· --~f------, >-m z 0 in Gj 0:: ci z CllY OF RENTON STORMWATER DRAINAGE NOTES CONSTRUCTION NOTES AND DETAILS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVllY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WllH 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 CllY 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 CllY 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 CllY 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 ACTIVllY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBUC WORKS, STORM WATER UTILITY. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CllY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBUC WORKS, STORM WATER UTIUTY. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARE FOUNDATION IN ACCORDANCE WllH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVEUNG 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 0-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACIUTIES SHALL HAVE ASPHALT TREATMENT #1 OR SEHER 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 CllY OF RENTON DEPARTMENT OF PUBUC 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 DRANAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CllY OF RENTON DOES NOT REUEVE THE OWNER OF THE CONTINUING LEGAL OBUGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CllY 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. 10" 5" 2 1/2l /""~-,,"-.,,---.,: .. \°" . '-<c, ... ~ ".4 6" MIN. 2 1/2" -------~111 111 111= "--ASPHALT , ',-i EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE 2 COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 4 R " COMPACTED DEPTH CRUSHED- OCK BASE COURSE --- -- og o ti c J ._......., U\...{Jc<:r:o COMPACT BACKFILl:- <t(~ Ouuu O 0 .? ti O O 00 ooO b,,JOOQ Oo 0 o 0 aP ao O OO 080 o 0 ?:J O O ~°o n n ~,.,O ni'ir. oOn ,v., Oo O ,.. 8" DIA. PERFORATED PVC PIPE w / HOLES DOWN . . = . . = . . . . = = . . . = = = CO> . 12" MIN. SUBGRADE COMPACTED - TO 95% DRY DENSITY =. . =. EL. = 16.91 WRAP INFILTRATION TRENCH W/ FILTER FABRIC TOP AND SIDES EROSION CONTROL NOTES HARPER ENGINEERING ADDITION SW 1/ 4 SECTION 18, lWP. 23 N., ROE. 5 E., W.M. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITIEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITIEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITIEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED OF MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FUfffHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED 1. EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITIEE, BUT MUST BE AUGMENTED WITH MULCHING, NITTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. ASPHALT PAVEMENT (SEE SECTION THIS SHEET) 2' WIDE .1 6" MIN 3/4"-1 1/2" WASHED GRAVEL 6" MIN TYPICAL ASPHALT PAVING SECTION DOWNSPOUT DRAIN INFILTRATION TRENCH SECTION RECOMMENDED FOR APPROVAL CHECKED FOR COMPLIANCE TO CITY STANDARDS BY ______ _ NOT TO SCALE NOT TO SCALE ___________ Date _____ _ gy ______ _ ___________ Date _____ _ BY ______ _ Date FRAME AND VANED GRATE ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOF'S FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION #3 BAR EACH CORNSR #3BAREACHWAY -~- "I. PEf-l:fG'f;:iltl }J'J\Jy\fT&:;,\itc\1W]t; lW ,Stt.,;r.::oN!jJltH0~: WlfH-g:/fJ-\i'\lQAl~J ::'Jf){;:Gj}"if;,{\,'f}t)l\l ~J-.{j 1:.:1{%')), :L ;1t!.n -rN~ ·[lfl.OW flr'thill fHU.:N' fo£:Vlt~~'6 {~tllD} r:o~ Tfl;'.'. ;iff4jflM '!J\U!,W(R trlHU(fj,lJjt~ ff 'Jl:i'itL HS'7f&;e·1, I I I I z ")I " / I !, I ~ I . ' I . '. ,J . / . . / ·.·.,-< " ill ,j NOTES 1-As an acceptable alternate to rebar, wire mesh havlr;g a m1n!mum area of 0.12 square iflches per loot may be used. Wira mash shall not be placed In knocllouts. 2. Toa knockout diameter shall no! be greater than 1e~. Knockouts llhaU have a wall thickness of 2" minimum to 2.S" maximum. 3. The maximum depth from tile finished grade to the pl~ invert shall be 5'. 4. Frame and grate may be installed with flange down or cast into adjustmont section. 5. The precast ~ section may ha'ia a rounded noor and the walls may ba $loped at a r~ of1:24 or stee~r. 6. Opening shall bo measured at Iha top of tha pre cast baw section. CATCH BASIN TYPE 1P PARKING LOT C. Ii. PRECAST BASE SECTION STANDARD PLAN B-11> stil:1ET 1 OF 1 SHEET DEVELOPER: HARPER ENGINEERING 700 SW 7TH STREET RENTON, WA 98057 ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI r-APPftQVED FOR P\IIIUCATION ~-------~__.,a[,_l!;l"'!d J. Poted&<~ . 06-2.3:_04 ADOPTED CITY OF RENTON STANDARD PLANS LAST DATE; 0612312004 SP PAGE B013 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CONSTRUCTION NOTES AND DETAILS HARPER ENGINEERING ADDITION DESIGNED ~.P ____ 03/19/2014 DA1E FILE NO. DRAWN DSC CHECKED DKB SCALE ~------FlELD BOO~--PAGE_ APPROVED SHEET C§_ OF 6 DIRC:CTOR OF PIJBLIC WORKS I I I I .;_: " x VJ w 0 0:: Q_ :J :r: Q_ () -~ II ' ~ ;,; 0 t) (f) 2 <( ~ ,.,., 0 ~ " ~ 0 N '- n '-"' ;,; E F '-" -0 0 O' " "! " I "' ro "' <D ~ / c 0 C :~ " 6- / '° ro '° <D / "' 0 0 0 "' ~ / [L iii Ll: liO co liO © ..- 0 z ID 0 J w (j 00 I- I- I- I- I ,;,; " d (/) (/) I Cl. Cl. Cl. 0 V -t') ~ ~ 0 z m SJ "' w "' X ii z ~ ~ • & ~ 0 z 0 E o....,z OwO <w~ c:, a: z Ztti--:r: a: I 00 w~<C ~ 3: C,3: ~ zoo 2 Wo~ a:Rw ~ a: a: <( :r: z ~ " 0 -~ .n :::, 0.. ' a, C '6 ·5 OJ ' a, C ·c C " 0.. 8 " hl il " 0 ~ 0 z j ll. C, z ~ j ll. w ~ ~ z j 0 w i " " " < et: 0.. 0.. <( w ~ 0 >---OJ N r-Q z LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WOflK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING. PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTJUZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED ANO KNOWLEDGEABLE JN THE FIELD OF WORK. CONTRACTOR TO 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. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM JS TO BE INSTALLED DO NOT PL.ANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNEH. HANDLE PLANTS WJTH 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 TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWfH, RE-ESTABLISHING FINISH GRADE AND RE-MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE, GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 30-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 30 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING ANO IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI 260.1-1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "8 & 8" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFlED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. 8) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID ANO 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 WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. II II \ \, l l ' \ ' ' ' / ' ) \ '\ 0 0 10 r ftJ - \ \ ' ' \ ,., ·, ' ' ' \ ' ' ' ' ' "' \ ' \ 9 ~ II " .... ·, ' ' ' ' ' 0 ' ,-- ' ' ' 0 ' ' ' ' ' ' ' ' ii 8 l cc.::: J i J () () LANDSCAPE PLANTING PLAN SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS OtlLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LAB()RATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FEf<rtLITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER HOUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSOALE WA, TEL 253-653-5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. IF ON-SITE TOPSOIL HAS BEEN STOCKPILED, A TEST IS TO BE COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITIEN RECOMMENDATIONS FOR SOIL AMENDMENT. FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST-CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL, CONTRACTOR JS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE-IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULITNG FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. C) PLANTING BACKFlLL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4-CUBIC YARDS ORGANIC COMPOST. 3. 3-POUNDS NITROFORM (38-0-0) 4. 1-POUNDS AMMONIUM SULFATE 5, 2-POUNDS CALCIUM CARBONATE LIMESTONE 6. 2-POUNDS DOLOMITE LIMESTONE F) TOPSOIL PREPARATION AND INSTALLATION: 1. VERIFY SUBGRADES TO -7 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS, EXCEPT AREAS NOTED ON PLANS. VERIFY SUBGRADES TO -4 INCHES BELOW FINISH ELEVATION IN ALL SEED AREAS. THIS ACCOMMODATES TOPSOIL, AMENDMENTS, AND MULCH. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB-GRADE PRIOR TO SUB-GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB-GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT OR AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB-GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTIOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. G) TOPSOIL PLACEMENT: PLACE 2 INCHES OF TOPSOIL AND AMENDMENTS OVER THE PREPARED SUB-GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB-GRADE FOR A TOTAL DEPTH OF 8 INCHES. PLACE AN ADDITIONAL 2 INCHES LIFT OR TOPSOIL OVER THE AMENDED SOIL AS A SURFACES COURSE. PLACE ADDITIONAL TOPSOIL AS REQUIRED TO MEET FINISH ELEVATIONS IN SEED AREAS OR IN AREAS INDICATED TO BE MOUNTED, \ ' l l ' ' ' ' l HARPER ENGINEERING ADDITION SW 1/ 4 SECTION 18, TWP. 23 N., AGE. 5 E., W.M. BARK MULCH (TOPDRESSING): ONE-HALF-INCH (1/2") SIZE, TO ONE-QUARTER (1/4"), I.E., "FINE," HEMLOCK/FIR BARK. STAKES: 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM 8UJLD1NGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES AND SHRUBS, ARRANGE TREES SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS. CALLED OUT AND DETAILED. ALL TREES, SHRUBS AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES 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 LANDSCAPE AREAS NOT COVERED BY LAWN. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2-INCH DEPTH. PLANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLAIION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTlYATING, TIGHTENING ANO REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, AND RE-ESTABLISHING SETTLED GRADES. 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 TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE'. PROPER GROWfH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY /GUARANTEES. ------... -·-,- -""" hi ~,,, ,= ~-... __ -. ~ ! . ,., I , ' -,~ ', ' '-.._, 1 I 'VH. -·-···--· ~· -,.,,.,.J,r---····· -~.-· 1,,, ,L''i I '' ·~ j -I ! I I j l ' ' l l ' l ' ' ! t ! t I ' l ' ' ' ;ji---- C C C C C ' l I t I ; ! ' ' lqf"'\1 I 'ct I C C C ~-----------------------~-------------- \ I RECOMMENDED FOR Af'P'FIOVAL BY ______ ~ BY ______ _ BY ______ _ CHECKED FOR COMPUANCE TO CITY STANDARDS ______________ Date------- -------------Date------ Date ---2" MULCH LAYER ----------1" MAX. TOP OF CURB TO TOP OF MULCH 1---CURB ·" 4 " MULCH AT CURB DETAIL NOT TO SCALE PRUNE DAMAGED lWIGS AFTER PLANTING-----------~ PLACE IN VERT. POSITION: DOUBLE LEADERS WJLL BE REJECTED--~ NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE smLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAJN-LOCK~11 lift c'kiJ~~B§~gg~s TIED IN FIGURE EIGHT; REMOVE AFTER ~ PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & tNSTAUATJON --,,~--If-if REMOVE AT COMPLETION OF PLANTING HOLD MULCH LAYER BACK FROM TRUNK BM TO 1 O"------... FINISH GRADE .···:: ·,-,, PREPARE PLANTING BED PER SPEC'S: AT MIN,, LOOSEN AND MIX~ .. -·~ SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. .. REMOVE A! I WRAP TIES AND CONTAINERS --------~ SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BAU. ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24~------------• TREE PLANTING/STAKING DETAIL NOT TO SCALE ~---2" MULCH lAYER ____ FEATHER EXCESS _____ _ SOIL UNDER MULCH 1" MULCH AT CROWN 1 /2" ABOVE GRADE 1" ABOVE GRADE SEE PLANT LIST FOR PLANT SPACING I fRR THAN 1 QAL. GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PlANTS FROM--, EDGE OF PLANTER AS NOTED ON PLANT UST ; . - SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM _ / EDGE OF PLANTER / AS NOTEO ON PLANT LIST BED LINE EDGE--~· CURB/WALK~· ... ============== PLANT MATERIAL SPACING DETAIL NOT TO SCALE NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. LANDSCAPE PLANT MATERIAL LEGEND STATE OF WASHINGTON REGISTERED SYMBOL 0 0 • 0 BOTANICAL/COMMON NAMES TREES: ACER RUBURM 'RED SUNSET' / RED SUNSET MAPLE PYRUS CALLERYANA 'CAPITAL' / CAPITAL ORNAMENTAL PEAR SHRUBS: ABELV< VAR. 'EDWARD GOUCHER' PINK ABELIA PRUNUS LUSITANICA / PORTUGAL LAUREL I NANDINA DOMESTRICA 'HARBOR DWARF' HARBOR DWARF HEAVENLY BAMBOO GROUND COVERS: ARCTOSTAPHYLOS UVA URSI / KINNIKINNICK ,,,,,,,,,,,,,,,,, ::::::::::::::::::::::::::::::::::::::::::::::::::: EXISTING LANDSCAPE ,,,,,,,,,,,,,,,,, DEVELOPER: HARPER ENGINEERING 700 SW 7TH STREIT RENTON, WA 98057 ENGINEER: SIZE CONDITION 1.5" CAL. B & B 1.5" CAL. B & B 18" -21" CONTAINER 21· -24" CONTAINER 18" -21· CONTAINER 4" POT SPACING AS SHOWN AS SHOWN 4' o.c. 5' o.c. 3' o.c. 12· o.c. QUANTITY 6 3 52 22 3 AS REQ'D REMARKS STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR FOR STREIT TREE USE, BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN· FOR STREIT TREE USE, BRANCHED AT 6' HOLD 12" FROM BORDERS, SHRUBS, AND TREES TO REMAIN, SAVE, AND PROTECT TO BE REMOVED CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LANDSCAPE PLANTING PLAN HARPER ENGINEERING ADDITION LAN DSCAP~#")RCH I TECT --"~: l:-:::;;;,,,-'~R"-='Tll!:l:,:/;;,-"'R"'~::..;.-.s-,-ElrDE::..L __ I CERTIFICAlE NO. 706 (VALID ONLY WITH SIGNATURE) EXPIRES, 12/15/14 BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 DESIGNED AMS i-.:::===--=======-1, ,D::A:.:TE=--=0=3=/=19=/=1=4===~.i:F:::IL::::E_::N::::O:.... ======-I DRAWN AMS ,... ( 425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI CHECKED DKB FIELD BOOK PAGE_ SCALE SHEET L 1 2 APPROVED OF DIRECTOR OF PUBLIC WORKS ...., w 0 w ~ II ~ D 0 (/) ::e 0.. N c() .;,: .,,. -0 N ......_ .,,. N ......_ "' io E i-= ......_ "' ~ D 0 D> " "< ::::; I en o.'.J en "' / c 0 C ·~ "' L 0. / en 00 lO "' / 00 0 0 0 "' -/ [L " ~ LO 00 LO <O .- d z CD 0 "") u.i 0 a:i I- I- I- I- I (/) (/) I 0... 0... 0... ii 0 ii z m 'l ~ ,( :,: § Q. C: w er X ~ 0 ~ ~ I 0 8 ~ z " ~ 0 m 0 z ! 0 . 1,_; 0.. <I) 0 ~ " " < D::'. 0.. 0.. <( w ~ 0 >-m z 0 V) G'j D::'. C\J ,-ci z IRRIGATION NOTES L PROVIDE A COMPLETE, OPERABLE, AND AUTOMATIC MODIFICATION TO THE EXISTING IRRIGATION SYSTEM FOR ALL NEW LANDSCAPE AREAS IDENTIFIED ON THESE DRAWINGS. 2. VISIT SITE AND VERIFY LOCATIONS OF ALL EXISTING IRRIGATION COMPONENTS AND COVERAGE PRIOR TO COMMENCEMENT OF WORK. PROMPTLY NOTIFY THE GENERAL CONTRACTOR OF ANY CONFLICTS OR OBSTRUCTIONS. 3. PROVIDE PROTECTION OF ALL PROPERTY, WORK IN PROGRESS, EXISTING LANDSCAPE AND EXISTING IRRIGATION SYSTEM. ALL DAMAGE CAUSED BY THE CONTRACTOR TO BE REPAIRED TO MATCH EXISTING CONDITIONS, BEFORE CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. 4. AT ALL TIMES MAINTAIN IN PROPER WORKING ORDER ALL EXISTING IRRIGATION SYSTEM THROUGHOUT CONSTRUCTION. 5. CONNECT NEW IRRIGATION COMPONENTS TO EXISTING IRRINGATION SYSTEM AS REQUIRED. USE EXISTING BACKFLOW DEVICE ASSEMBLY, IRRIGATION WATER METER, MAINLINE, ETC. AS REQUIRED. 6. REMOVE EXISTING IRRIGATION SYSTEM AND COMPONENTS, AS REQUIRED, PRIOR TO NEW CONSTRUCTION. CAP (WATER TIGHT) ALL MAINLINE, LATERALS, CONTROL WIRES, ETC., FOR MODIFICATION AND/OR RECONNECTION. 7. OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPUCABLE CODES AND ORDINANCES FOR THIS WORK, ALL WORK TO BE INSTAlliO PER LOCAL CODE REQUIREMENTS AND MANUFACTURERS WRITTEN SPECIFICATIONS. B. CONTRACTOR TO BE RESPONSIBLE FOR ANY AND ALL COORDINATION WITH GENERAL AND SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH THEIR WORK, 9. GENERAL CONTRACTOR AND IRRIGATION CONTRACTOR TO COORDINATE AND VERIF'f: A. EXISTING 11 OV ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. B. EXISTING IRRIGATION/SERVICE METER. C. STATIC WATER PRESSURE AT POINT-OF-CONNECTION (P.O.C.) CONTRACTOR TO NOTIF'f OWNER AND BARGHAUSEN CONSULTING ENGINEERS, !NC. OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING AND CONECTION TO EXISTING SLEEVE AS INDICATED ON DRAWINGS. 10. SYSTEM HAS BEEN DESIGNED FOR 80 GPM AT 85 PSI. 11. ALL WORK PER LOCAL CODES. INSTALLATION PER MANUFACTURER'S WRITIEN SPECIFICATIONS. 12. MAINLINE PIPE TO BE BURIED 24 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 13, EQUIPMENT POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO CURBS. 14. PROVIDE OWNER WITH TWO (2) SETS "AS-BUILT" DRAWINGS AND OPERATOR'S MANUALS UPON COMPLETION. 15. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS . 16. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 17, EXISTING LANDSCAPE IRRIGATION INFORMATION BASED ON "RECORD DRAWINGS" BY BARGHAUSEN CONSULTING ENGINEERS, INC., KENT WASHINGTON, DRAWINGS DATED JUNE 11, 2007. ) \ \ / / \ \ \ / \ 20 t \ \ \ ~ 9 ~ II " ..... 11 40 j , LANDSCAPE IRRIGATION PLAN 6" POP-----!' I --.LC::::r-6" CLR. OF fo OBSTRUCTION SPRINKLER FLUSH WITH MULCH &"'"1'-..,.' MULCH CONDITION FINISH GRADE ~--ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE (TYP) SPRINKLER MARLEX NIPPLE ("'"~:::::::::::::::'""'a,,-----!!ARLEX ------__::~_: 90' ELBOW LATERAL--------ft'~-, NOTE, MANUFACTURER'S LIMITS PREVAIL FOR INSTALL/irlON AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE I I J I SCH 40 PVC TEE SxSxT (SIDE INLET ONLY) •-----------~----------------------~ ------------ EX. BUILDING FF=22.2± @2 EXISTING VALVE HARPER ENGINEERING ADDITION SW 1/4 SECTION 18, TWP. 23 N., ROE. 5 E., W.M. RECOMMENDED FOR APPROVAL BY ______ _ BY ______ _ BY ______ _ I : '\f".'\ I %~f ,f EX STING C CHECKED FOR COMPUANCE TO CITY STANDARDS C -------------Dote ______ _ -------------Date ______ _ Date 11 11 11 11 11 11 11 11 ---··11 ··---·· 11 STATE OF WASHINGTON "l REGISTE. ~M1 LANDSCAPE 'fbrTECT ARTHUR M, SEIDEL CERTIFICATE NO. 706 (VALID ONLY VHH SIGNATURE) EXPIRES: 12/15/14 LANDSCAPE IRRIGATION LEGEND DESCRIPTION SPRINKLER HEADS: RAINBIRD 1806 POP-UP FOR SPRAY HEADS; PLASTIC NOZZLES TYPICAL. PROVIDE PCS (PRES. COMPENSATING SCREENS) FOR SPRAY PATTERN ADJUSTMENT ONLY. SYMBOL NOZZLE PSI GPM PRECIP. RADIUS o RAINBIRD 5 F, H, T, Q, -SERIES 30 0.41, 0.20, 0.13, 0.10 1.58 5' O RAINBIRD 10 F, H, T, Q, -SERIES 30 1.58, 0.79, 0.53, 0.39 1.52 10' 9 RAINBIRD 12 F, TQ, TT, H, T, Q -SERIES 30 2.6, 1.95, 1.74, 1.30, 0.87, 0.65 1.74 12' /> RAINBIRD 15 F, TQ, TT, H, T, Q SERIES 30 3.70, 2.78, 2.48, 1.85, 1.23, 0.92 1.58 15' o RAINBIRD 15 SST, EST 30 1.21, 0.61 4'x30'/15' 4t EXISTING RAINBIRD 100 PEB ELECTRONIC REMOTE CONTROL VALVE, VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION, RELOCATE AS NOTED ON PLAN NOT SHOWN EXISTING RAINBIRD ESP-12-LX CONTROLLER, LOCATED AT THE SOUTHWEST CORNER OF THE SIDE, VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION, TO REMAIN IN USE P.Q.C. NOT SHOWN EXISTING WILKINS 950 XLT-1" DOUBLE CHECK VALVE WITH WILKINS 600 PRESSURE REDUCING VALVE, LOCATED AT THE SOUTHWEST CORNER OF THE SITE, VERIFY SIZE AND LOCATION ON SITE PRIOR TO CONSTRUCTION @ P.O.C. TO EXISTING MAINLINE AND/OR LATERAL LINE AS NOTED ON PLAN ---··------·---EXISTING MAINLINE -CLASS 200 PVC, 1 1/2" SIZE, VERIFY SIZE AND LOCATION ON SITE PRIOR TO CONSTRUCTION, TO BE MODIFIED AS REQUIRED -, -• -• -• -MAINLINE -CLASS 200 PVC (18" COVER); 1 1/2" SIZE LATERAL -CLASS 200 PVC (12" COVER); SIZE PER PLAN ============= SLEEVE -CLASS 160 (SDR-26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS; SIZE PER PLAN TYPICAL VALVE CALL-OUT VALVE STATION NUMBER VALVE GPM VALVE SIZE 11 ii 11:rnr i 11 EXISTING IRRIGATION SYSTEM TO REMAIN, SAVE, PROTECT, AND/OR MODIFY AS REQUIRED '' ,,,, ' ' ' ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ' ,,,,,,,,,,,,,,,,, EXISTING IRRIGATION SYSTEM TO BE REMOVED AND REMAINING SYSTEM TO BE MODIFIED AS REQUIRED o EXISTING TREE TO REMAIN, SAVE, AND PROTECT DEVELOPER: HARPER ENGINEERING 700 SW 7TH STREET RENTON, WA 98057 ENGINEER: NOTES IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LANDSCAPE IRRIGATION PLAN HARPER ENGINEERING ADDITION BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 DESIGNED AMS !-====--======-!, .D::A.:.:TE.::__~0=3=/=1 ='9/=1=4==~i:,R.::L=E..::NO=-. ======-! DRAWN AMS ,- ( 425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI CHECKED DKB SCALE FJELD BOOK PAGE_ SHEET L2 OF 2 APPROVED DIRECTOR OF Pl;BLIC WORl<S _J w 0 w ~ II ' -~ 0 0 {)') ::, <( 0 ".1 c- <t -0 N ...... ro N ...... n <V E -t::. "' ~ " 0 o> " 'Ce N _J I "' ro "' <D / ?:-a C :~ <ii ~ 0. / "' ro "' <O / '" 0 0 0 <O / ci ~ ~ LO 00 LO (0 ,- () z ID 0 J u.i (j ai E ro N w I I I. I I I I ----1 _,,.----' ----(--l ,,I : I/ ' ' I ' ' I ' ' ::, ::, I I / : r I / I : / I ' , I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I ~I I :: I ~I I~ I 5i I I I I I I I I \ ' 0 <t> ft=_~ n 0 n n n n n n n I"' I- L I ' t- i-2 I- L I ' t-r C, C, C, C, C, ~ 1- A I~ A,,''-' < ' ' ' ) 9 C, 2 : .' ·', ,,: ' ·' ,.,, ' C, 3 _______________ 111... ___ 1 S89"10'03"E 259.73' SW 7TH STEET ONE WAY t ONE WAY ' I @) ~I!~ DEMOLITION PLAN I I I I I I I ----1 _,,.----' ----r--: // : I/ ' ' I ' ' I ' ' ::, ::, I I / : .r ! /: ' , I I I I c' - I•--_- I'_, I I / i Ii : / I I I I I I I I I • I ~I I :: : ~I I@ I I I I I I I I I --+ -CJ CJ CJ CJ CJ <:.J57,_8" (J b I ~ 0 0 0 n n n n INCREASED R.O.W. 'o PER CITY ~ 22'-3" >-' "' x w "' w z 5 5 4 ________ 111... _ ---- 1--+--<12 >----~ ~-------,-----------<12>---------1--1----~..,1 CONC. 20'-0" EX~,/' CURB ~G~ING J S89'10'03~E 259.73' SW 7TH STEET ca<c. 20'-0" EXISTING CURB CUT ® ~~SHITECTURAL SITE PLAN •• ONE WAY 33'-1o" t ONE WAY I@ w a .. ~ ~ "- ~ ~ ~ 11" n n I ~ b a z ~ ~I --- GENERAL NOTES= 1. ALL COLUMNS AND EXTERIOR WALLS ARE EXISTING TO REMAIN. 2. GC TO PROVIDE REQUIRED PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES AND LOCATIONS AS REQUIRED PER SECTION 906 IN THE INTERNATIONAL FIRE CODE 3. STRUCTURAL REVIEW IS REQUIRED FOR ANY ROOF TOP EQUIPMENT OR ROOF PENETRATIONS. LEGEND= EXISTING SITE ELEMENT TO BE DEMOLISHED 'f LOADING DOCK EXISTING BUILDING FOOTPRINT ~--~I BUILDING ADDITION FOOTPRINT KEY NOTES= 0 1. EXISTING ACCESSIBLE PARKING SIGNS ON FACE OF BUILDING TO BE REMOVED -RELOCATE TO NEW LOCATION WHERE SHOWN ON SITE PLAN. 2. EXISTING CURB, ASPHALT STRIPING AND/OR LANDSCAPE TO BE REMOVED. 3. EXISTING PARKING AREA TO REMAIN -PROTECT ASPHALT AND LANDSCAPING. 4. NEW STRIPING AND WHEEL STOP WHERE SHOWN. SEE DETAIL 2/A0.1 5. NEW CONCRETE CURB AND LANDSCAPING TO MATCH EXISTING. 6. EXISTING TRASH/RECYCLING ENCLOSURE TO REMAIN. 7. NEW ACCESSIBLE PARKING SIGNAGE ON PAVEMENT, MOUNTED ON BUILDING / IN LANDSCAPE BED (RELOCATE EXISTING BUILDING MOUNTED SIGNS). SEE DETAIL 1/A0.1 8. CONCRETE SIDEWALK WITH BROOM FINISH. MAX 1 :20 SLOPE AND MAX 1 :48 CROSS SLOPE. 9. EXISTING BOLLARDS TO BE REMOVED. 10. EXISTING 5' WIDE STRIPED PEDESTRIAN AISLE TO REMAIN. 11. EXISTING ADA STALLS TO REMAIN. 12. ALL EXISTING UTILITIES AND SIGNAGE TO REMAIN WITHIN NEW CITY RIGHT OF WAY. CITY TO BE RESPONSIBLE FOR ANY FUTURE CHANGES TO EXISTING CONDITIONS. CITY RECOGNIZES AND ACCEPTS THAT FUTURE RIGHT OF WAY WILL FORCE SITE TO BE NON-CONFORMING ALONG NEW STREET FRONTAGE. 13. EXISTING LIGHT STANDARDS TO REMAIN, RE-ROUTE ELECTRICAL AS REQUIRED. WHEEL STOP ROCK BASE CONTRACTOR OPTION. ~-STEEL TIE BARS @ 1 FT. EA. SIDE OF EVERY JOINT OR USE AN ADHESIVE @) ~~~EL STOP 0 I LO 0 >-- a tD I . ----- q5---.-N--GALVANIZED MOUNTING BOLTS ------ ___ STATE OOABLED PARl<II\G REQUIFBJ 1 ' o' ACC~tlJIBl.f tD I . - PRE-MANUF. SIGN 4" DIA. STEEL POST W / CAP FINISH GRADE SET POST IN CONC. NOTE: INSTALL SIGN AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARKING SHALL HAVE ADDITIONAL SIGN "VAN ACCESSIBLE" MOUNTED BELOW. CD ~;2~0~SSIBLE PARKING SIGN HARPER ENGINEERING CR,v1- a r c h I t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com oz ~o a: -1-w 1--w w-w ~s~ (j <( I z I'~~ w \.J 3:: a: ~ Cl) wOo CL _JR a: s <C m I CONSULTANT 4PR O 7 2011/ Subm ittals/Revisions: :8 ~ z 0 b z -I i -z f2 z w a: 03/28/14 PERMIT SET Sheet Title SITE DEMOLITION PLAN & ARCHITECTURAL SITE PLAN Dale: Design: TES Drawn: TES Project No: 12-570 Approved: KMC Building No: Sheet No: A0.1 COPYRIGHT CRAFT ARCHITECTS 2013 l ! 70'-0" 18'-6" 16' -6'' 35'-0" NEW EXISTING PJ 2 L.ADDITION BUILDING~ .....---r-7 PJ -- -- 0 I I I T.0. PARAPET 25'-6" WINDOW HEAD ~ 20'-6" WINDOW SILL ~ 15'-0" WINDOW HEAD ~ 8'-6" WINDOW SILL ~ 3'-ri' c_ ---------==============-=== ~ = =-====== ~ L 10 EXISTING I NEW L.BUILDING ADDITION~ ' --,;;-;--7 PJ 26'-8'' J @ ~~~.:~ ELEVATION 80'-r/' 0 i-----:-:26-'-8'-:-. -----+------------1 -26'-8" 'f I NEW EXISTING LADDITION I BUILDING~ .....---;,--7 2 PJ ---==-r:::r========---:=-- ®~~~~ .. ELEVATION 70'-0" T.O. PARAPET ~ 25'-6'' WINDOW SILL 15'-0" CLERESTORY WINDOW HEAD 10'-0" ii WINDOW i,:_A~ ~ Fi ~ CLERESTORY WINDOW SILL ~ :: 7'-4" l CD WINDOW SILL ~ 3'-r/' T.O. FINISHED FLOOR o·-o" 35'-0" 16'-~' 1'------------t-.:..::__::_ _____ -f-----1'-----':>..='o'----~---_2.1sll'.'-:=J6'~'----I / I EXISTING NEW L_BUILDING ADDITION~ .....---r-7 ---------- ----------------------1 --------------------------------= = = = -= ---------------I I = = = - 10 PJ 2 -------------<v---------============-~ G) ~~~.:~ ELEVATION T.O. PARAPET ~ 25'-6" T.O. FINISflED FLOOR ~ 0'-Cf' GENERAL NOTES= 1. •-INDICATES TEMPERED INSULATED GLAZING, TYP. 2. ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR. 3. SEE SHEET A6.1 FOR VERTICAL GLAZING REQUIREMENTS. 4. PJ = PANEL JOINT, SEE DETAILS 9/A8.2 AND 12/AB.2 5. ALL EXTERIOR FINISH MATERIALS AND COLORS TO MATCH EXISTING. NO PAINTING REQUIRED AT EXISTING BUILDING UNLESS DAMAGED DURING CONSTRUCTION. 6. ALL NEW WINDOWS TO HAVE THERMALLY BROKEN FRAMES. GLASS COLOR IS TO MATCH EXISTING BUILDING GLASS COLOR KEY NOTES= <2> 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11 . PAINTED TILT-UP CONCRETE PANEL, TYPICAL METAL CAP FLASHING WITH FACTORY PAINT FINISH TO MATCH COPING AT EXISTING BUILDING. FORM LINER TO MATCH EXISTING, TYPICAL. PANEL REVEL, TYPICAL. SEE DETAILS 10/AB.2 AND 11/AS.2. CLEAR ANODIZED ALUMINUM WINDOW SYSTEM TO MATCH EXISTING. PRE-PRIMED INSULATED OVERHEAD DRIVE-IN DOOR, PAINT EXTERIOR TO MATCH ADJACENT CONCRETE PANEL. HM FRAME AND DOOR, PAINTED TO MATCH ADJACENT CONCRETE PANEL. ALUMINUM DOOR TO MATCH WINDOW SYSTEM. CONCRETE FOOTING PER STRUCTURAL EXISTING SHED TO REMAIN LOCATION OF OVERFLOW DRAIN PAINT LEGEND= PNT-1: MATCH EXISTING PNT-2: MATCH EXISTING PNT-3: MATCH EXISTING HARPER ENGINEERING C 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax !I www.craftarchitects.com CONSULTANT APH G 7 ZD14 , ..... ' , .. . '· . ., .. , ·, • 1 ' ' '., / Sub m itta Is /Revisions: 03/28/14 PERMIT SET Sheet Title: EXTERIOR ELEVATIONS Date: Design: TES Drawn: TES Project No: 12 570 Approved: KMC Building No: Sheet No: A3.1 COPYRIGHT CRAFT ARCHITECTS 2013 m I