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HomeMy WebLinkAbout01D162091LIT14' L4 AAlk Alk A&V ENGINEER 400 E N T R A N C O 10900 Northeast 8th Street Suite 300 Bellevue, WA 98004-4405 (425) 454 5600 Contact: Tim Brockway, P.E. AR1f T !T THE DeROSE COMPANIES 5670 Greenwood Plaza Blvd., Suite 300 Greenwood Village, CO 80111 Contact: Steve Pappa LANDSCAPE ARCHITECT BRUMBAUGH & ASSOCIATES 335 Park Place Center Kirkland, WA 98004 (425) 822-5895 Contact: Mark Brumbaugh OWNER WESTPAC REALTY FUND ll, LLC 5670 Greenwood Plaza Blvd., Suite 300 Greenwood Village, CO 80111 LEGAL DESCRIPTION THA T POR TION OF L 0 IS 5 AND 6 OF THE CI T Y OF A UBURN SHOR T PLA T NO. SPL — 0003— 99, ACCORDING TO THE SHOR T PLA T RECORDED UNDER KING COUNTY RECORDING NO. 9906072126, DESCRIBED AS FOLLOWS. BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 6, THENCE NORTH 00'14'30" WEST 146.71 FEET ALONG THE WEST LINE THEREOF; THENCE NORTH 89'19'52" EAST 387.40 FEET TO THE EASTERLY LINE OF SAID LOT 5 AND THE BEGINNING OF A NON —TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 2707.79 FEET (A RADIAL LINE TO SAID BEGINNING BEARS SOUTH 86 24'07" EAST); THENCE SOUTHERLY 144.46 FEET ALONG SAID CURVE TO A LINE LYING PARALLEL WITH AND 3.00 NORTHERLY OF THE NORTH LINE OF LOT 7 /N SAID SHORT PLAT, AS MEASURED AT RIGHT ANGLES THERETO; THENCE SOUTH 89'19'52" WEST 250.15 FEET ALONG SAID PARALLEL LINE, THENCE SOUTH 88 40'08" EAST 3.00 FEET TO SAID NORTH LINE OF LOT 7; THENCE SOUTH 89'1952" WEST 123.76 FEET ALONG SAID NORTH LINE TO THE POINT OF BEGINNING; (BEING KNOWN AS NEW LOT 7B OF PROPOSED LOT LINE ADJUSTMENT); SI TUA TE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. PARCEL NUMBER MAy 6G e1ti 1 -tJ �41 t. AMi 030150— 0371 901 5,gfLC r► 601 PROJEGT INFORMATION BUILDING GROSS FLOOR AREA = 8990 SF SITE SIZE 1.27 ACRES (55,173 SF) SECTION 24. TWP 21 N., RrnF 4 E., W.M. WA ffeweW INDEX OF CIVIL DRAWINGS: SD— TITLE TITLE SHEET SO-01 SITE LAYOUT SD— 02 EROSION CON TROL SD-03 FIRE ACCESS SD-04 GRADING & DRAINAGE SD-05 GRADING PROFILES SD-06 UTILI TIES SD-07 MISC. DETAILS INDEX OF LANDSCAPE DRAWINGS: L1.0 L1.1 L2.0 L2.1 r- LANDSCAPE PLAN LANDSCAPE DETAILS IRRIGATION PLAN AND SCHEDULE IRRIGATION DETAILS W MAIN ST J �� 13 NI ST SW S 3 D S T Cyo` SW ST SE . 18 n Q 77 ............. 0� N J —A W Q (6 PROPOSED SITE Lw t-- � rn 15TH ST SW Q 24 4 q� VICIN17 Y MAP NOT TO SCALE BEARING MERIDIAN: GENERAL NOTES: A BEARING OF N87'07'56"E 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF BETWEEN TWO FOUND MONUMENTS ATUM ON CENTERLINE OF 15TH STREET S.W. AUBURN'S REQUIREMENTS AND SPECIFICATIONS. AS PER PLAT OF AUBURN '400' CORPORATE PARK DIV. #1 VOL. 128, P. 98 RECORDS 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND OF KING COUNTY, WA. REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, " 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR 00 MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS BENCHMARK -CITY OF AUBURN NGVD 29 3 CONSTRUCTIONONOTES, STANDARD RD DETAILS AND SPECIFICATIONS AV AILABLE C � TO HA VE A BENCHMARK NO. 33—R AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT RAILROAD SPIKE IN POWER POLE AT SOUTH SIDE OF 15TH STREET PLANS. S.W. SECOND POLE EAST OF UNION PACIFIC RAILROAD TRACKS. 4. A PRE —CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON —SITE DATUM — CITY OF AUBURN WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. ELEVATION = 85.97' 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR WCiMMOUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE —CALL CONSTRUCTION SE CS STORM SEWERS 555) FOR IL GAS, POWER, TELEPHONE AND TELEVISION). ITY LOCATIONS SANITARY SEWER, 1. CONSTRUCTION SEQUENCE ASSUMES TEMPORARY EROSION AND SEDIMENT 6, THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT CONTROL FACILITIES HAVE BEEN INSTALLED. SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR CD DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD 2. THE CONTRACTOR, OWNER AND/OR A REPRESENTATIVE OF THE OWNER SHALL ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING CONFERENCE WITH THE CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. CITY OF AUBURN PUBLIC WORKS DEPARTMENT THE FOLLOWING C:) CONSTRUCTION SEQUENCE AND DURATION IS AN APPROXIMATION ONLY AND 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING MAY BE REVISED BASED ON CONTRACTOR INPUT PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE _ CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO T 3. IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO OBTAIN STREET THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY USE AND ANY OTHER RELATED PERMITS PRIOR TO COMMENCING SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY CONS TRUC TION. B Y L A W THE UNDER 1—DeW INO U T/L / T Y L OCA TION SER V/CE SUFFERED BECAUSE OF CON TRA C TORS OPERATIONS OR NEGLIGENCE (1-800-424-5555) SHALL BE CONTACTED AT LEAST 10 DAYS PRIOR TO CONNECTED WITH THEM, y ANY CONSTRUCTION ACTIVITIES. THE ENGINEER SHALL BE CONTACTED J IMMEDIATELY /F CONSTRUCTION CONFLICTS ARE DISCOVERED. J 4. INSTALL BALANCE OF UTILITIES. J Z 'Z a 5. PREPARE LOOP ROAD WITH A TB. (r ' 6. CONSTRUCT BUILDINGS J Z 4t W 7. INSTALL CURBS, GUTTERS AND PAVED �URFACES. C CO LL 8. DlSANTLE TEMPORARY EROSION CONTROL FACILITIES WHEN THE PO TEN TIAL VJ FOR EROSION HAS PASSED AND THE CITY OF AUBURN HAS APPROVED THE Z DISMANTLING. 9. CONSTRUCT SIDEWALKS AND INSTALL PERMANENT LANDSCAPING. Im D O No rE: Q CF) CONTRACTOR MAY DEVIATE FROM CONSTRUCTION SEQUENCE WITH APPROVAL OF SITE INSPECTOR FROM CITY OF AUBURN. if■ SHEETS THRU OF THESE PLANS SHALL BE 1 DEEMED APPROVED BY D' THE SIGNATURE AND SEAL ON THIS SHEET. EXPIRES: II/167 2 DATE Record Drawing Certification These drowings conform to the Contractor's construction records. C-�Q — mil- �O /nc_57./ aw $, By �A _.44 -� /JGS Date Title/Position /�`3- Confirmed by City: Dote PROJECT REF: FACOO-0038 BLDOO-0338 These plans are approved IK conformance with the City of Auburn Engineering Division requirements. Approved by: A..,-.:, �,M Date Approved:+..... T SHEET S SD -TITLE Q `! 0 7 aj}!}\s}aa[as\aso {a0\09—ZZ L00 PD3b\ppD3\:d aa}saAl!SA pb 0�'88 X02i3X\d00\13N0b0\SWdb00�1d\ L Wd 91:�O b 10/Z/Z END OF WORK IMPROVEMENTS CONTINUED BY OTHERS CONC. PAD CONTRACTOR TO REMOVE -/ LdSURf _ ... __...__._......._....,.. W . R3 5REAWN 4. .,,.»mot �Al EX. CURB TO EXISTING LUMINARE WC ll: URB TO ELECTRICSIGN �` _ - RELOCATED TE _�,... _.._............ ...,. _.._ _ ..,, ,. REMOVED f . BE TO B£ RELOCATE©. VEM _ TO {y �q A . Y'S y EX, i ,. TYPE T g .w 1 pp , , I ` } .. .... I .,.. _e F M EL � STOP BAR 10.0 � .,, � j WW AT � TYP. t ¢� i c) Ia:,.. = t,��'k t'_ r. r,?2" S , .....1 2 -© WIDE -t . ... ....._ • v - �iTERF' F WHITE PAVEMENT _. r ( r Q MARKING =' :M =648' V= 5 = .. - ,.. i� r -yc .. ...�._... .....,... ,.... s•,F ., a`` +a r n- : �1 f -45'30" t . 1 I a i r ;i GAS ISLANDS 1 R: 9 03'48'55' TAT NG L ' 7 t 7 ) p- V)< EXISTING O � � yy I i y i€ t TX f CANOPY t_ e r_ _ ... .......... _- y I .... y. / / ���a��. 1. �-^ •,_., ( .. b -. ._.........._. i d t € i ---- ----- t ! ! 1 7a I i fytl i ..._....._......_ j .y i _ �J/A, j _ ,. t . -E 6.00' If Af II ................... w'l S GENERAL NOTES: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON A COMBINATION OF AS -GUILTS, SURVEY DATA, AND FIELD RECONNAISSANCE BY OTHERS. THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND AHD HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. O CONSTRUCTION N0773 1 A. INSTALL NEW EXTRUDED CURB PER W.S. D.O.T. STD. DETAIL F-1. 18. INSTALL NEW PER W. S. D. 0. T. STD. DETAIL F-1. 2. SIDEWALK WITH LANDSCAPE STRIP. SEE CITY OF AUBURN STD. DETAIL STSW-1. 3. FIRE LANE MARKING, SEE FIRE ACCESS PLAN, SHEET SD-03. 4. INSTALL STEEL PIPE BOLLARD. SEE DETAIL SHEET SO-06, 5. INSTALL SITE PAVING PER ASPHALT PAVEMENT SECTION, SHEET SD-06. 6. HANDICAP PARKING, SEE DETAIL, SHEET SD-06. 7. LUMINARE WITH LIGHT POLE OR ROOF LUMINARE TO MATCH EXISTING MOUNT. WENDYS' FIXTURE, SEE ELECTRICAL SHEETS FOR SPECIFICATIONS. SEE LIGHT POLE DETAIL, SHEET SO-06 8. PROPANE TANK AND ENCLOSURE TO MATCH GREAT AMERICAN BUILDING. SEE ARCHITECTURAL PLANS. 9A. INSTALL WHEELCHAIR RAMP PER CITY OF AUBURN STD. DETAIL STSW-4A. 9B. INSTALL WHEELCHAIR RAMP PER CITY OF AUBURN STD. DETAIL STSW-4B. 10. 4" CONCRETE SIDEWALK AT BUILDING, PER PLAN. 11. TRASH ENCLOSURE TO MATCH GREAT AMERICAN BLDG. SEE ARCHITECTURAL PLANS. 12• PROVIDE 6" CURB AT BACK OF' RAMP. 13. PROPOSED MONOLITHIC CURB. 14. LANDSCAPE AREA. 15. PROPANE BUZZER INDICATOR. PROVIDE 314" CONDUIT TO G.A. BUILDING. 16. INSTALL CAR WASH CLEARANCE BAR. SEE ARCHITECTURAL DETAILS. 17, INSTALL SOLID WHITE STRIPE. 18. INSTALL DIRECTIONAL ARROWS. 19. PROPOSED DIRECTION SIGNAGE. SEE ARCHITECTURAL DETAILS. 20. 4" CONCRETE SURFACING. 21, WETLAND BUFFER PLANTING AREA. REQUIRED AREA, 3685 SF. AREA PROVIDED, 3877 SF. SEE LANDSCAPE PLANS FOR PLANTINGS. 22. STOP SIGN PER MANUAL OF UNIFORM TRAFFICE CONTROL OVICES PART 28-2. DIRECTIONAL SIGNAGE ON SAME POST. SIGN POST PER C.O.A. STD DETAIL TRSP 1. N 0 10 20 40 Scale In Feet Record Drawing Certification These drowings conform to the CWV1F1Cter*S construction records. B y �o� ,� ,�,...■ Date Title/Position Confirmed by City. Deft PROJECT REF: FACOO-0038 ILDOO-0338 C.? V.- I . These plans ore approved for conformance with the City of Auburn Engineering Division requirements. Approved by. AD4==2=- Date Approved: ? yyy�... }OA m v�o�� Nr 4 N LL U ( 4 i DATE: 010im PROJECT N0: 00=40 DRAWN RY. JRIVAS CHECKED Or 6N�aelllno�aao�Iwuw. enOWN= 0110 L: 0s_ � ©It 20 Lols-ap\s}aays aso,\jaQ\09-ZZ L00\Poop\ppoj\.d Ilooinip 3ob'0229 X0a3X\.300\13NQd0\S"V2 0/5/Z L WY. t�t1.} ..� ,,,,,,,,,,,,,,;,,._ ......^.,.,, ,......,.--"----(w•.�qt-^.^^. X`?a.^.,r...r, .....g ... A +•t^..- .. .. _::: ... ,::.._..... .... .., ... .._._._ .... . y�'• 4 - _ I ��INSTAU E 3.00 r R' i kit y{ __._..-� ,•.. .- .._ , -... _I t SIN 1 t� � ..�� �....._._.___....----..._- .._...... ............_ MTEMN h {t f l ,•pie{ � l , r ..,..._..,.,. .,... ,,,� �. I tC /' i (' y Y Ex E '�,s 'Ff"?r F I ,{"t 6-• 4;, ! w7I�7CGT CD`06 "^v..•` ' I RIM L =82s 6C? „a" �' � C�� ; ` ..•.•^—'-^---'"'S� ref � Fr,.� f �'�i� I r i r � `4»J+ I ?" i � g III Q /a a�Ijj3J k jti m IAti}. L L 3 i -' i ! i t-rl J ; i dl ' r tr r ;- Lo . rCL 89.45'30 EX. CB TYFE 2: DO !.d ?V, W, I ........................ GAS ISLANDS I R 07.7s 27 ' i .31 ' _. 048'S5' i r ice, T 32*27"E) EXISTING °I ------ CANOPY R= 35.00' L= 44.15' u = 72' 16' 15 " i 12." „ Sin - GENERAL NOTES: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON A COMBINATION OF AS —GUILTS, SURVEY DATA, AND FIELD RECONNAISSANCE BY OTHERS. THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. ITHE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND AHD HAVE NOT BEEN INDEPENDENTLY VERIFIED BY I THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. GRADING AND EROSION CONTRCIM6 NOTES WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OF THE NATURAL DRAINAGE WAYS. -THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMI TTEE. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AND AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKEO FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. SEE TABLE BELOW FOR EROSION CONTROL MATERIALS AND APPLICATION RATES. CONTRACTOR MAY RELOCATE OR MODIFY LOCATIONS OF SILT FENCING AND CONSTRUCTION ENTRANCE AS NECESSARY DURING CONSTRUCTION, FOLLOWING APPROVAL BY CITY OF AUBURN INSPECTION AND THE ENGINEER. CONTRACTOR TO DILLIGENLTY SWEEP STREET AND NEIGHBORING PARKING LOT IN F ORDER TO MINIMIZE TRACKING O D IRT OFF -SITE. CONTRACTOR TO INSPECT EROSION CONTROL MEASURES WEEKLY AND WITHIN 24 HOURS FOLLOWING A RAINFALL EVENT. CONTRACTOR TO REPLACE OR CLEAN MEASURES AS NECESSARY. TABLE D.7.A MULCH STANDARDS AND APPLICATION RATES MULCH MATERIAL: APPLICATION RATES: STRAW 2"-3" THICK: 2-3 BALES PER 100 SF OR 2-3 TONS PER ACRE WOOD FIBER CELLULOSE APPROX, 25-30 LBS. PER 1000 SF OR 1000 TO 1500 LBS. PER ACRE. COMPOST 2" THICK MIN.: APPROX. 100 TONS PER ACRE (APPROX. 800 LBS. PER YARD) CHIPPED SITE VEGETATION 2" MINIMUM THICKNESS HYDROSEED PER WSDOT STANDARDS 0 10 20 40 Scale In Feet Record Drawing Certification These drawings conform to the Contractor's construction records. 'L model ,7 6,v .Si aWS By i- Dote 7 �� Title/Position ioo�g5 Confirmed by City: Dote PROJECT REF: FACOO-0035 000 338 ce 2. t,01 These plans are approved for conformance with the City of Auburn Engineering Division requirements. r � ENTRANCO www.entranco.com ENTRANCO, INC 10900 NE 8th Street Bellevue WA 98004 ZPhone (425) 454 5600 Fox (425) 454 0220 m Z 2 C1 U �j00 p t t � 0 IL W U�D: � � r DATE dtC15170tt1 ��� PROJECT I�,/y N. UUI.IIK-0 DRAWN BY: JJTNAS CHECKED BY: TBB tlelYQ1116NEIIE�IOFO Vwl 9MRMWASOM�MMAM Q- J � w J -j z z §o a W0 �C rga� CO W � a . oc F-:� L0 EROSON 01 D 16Za Approved by, S cc Date Approved: SHEET SD-02 00dd\ iA�ASIiS\\ wd 90:6v;� 10/9/z IL WY. i1 0-110- p% 0°16 4 of i2 ------- ---._. I i ; \ 0 0/11 {{i t 1 � I I Pg i n' 0 la GENERAL NOTES: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON A COMBINATION OF AS —GUILTS, SURVEY DATA, AND FIELD RECONNAISSANCE BY OTHERS. THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND AHD HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. O FIRE CONTROL NOTES 1. FIRE LANE IDENTIFICATION. LANES SHALL BE IDENTIFIED BY A FOUR —INCH —WIDE LINE OR BY PAINTING OF THE CURB IN BRIGHT YELLOW COLOR. (AUBURN CITY CODE 10.36.175). 2. FIRE LANE SIGNS (SEE BELOW). SIGNS TO BE SPACED 50 FEET APART AND POSTED ON OR IMMEDIATELY NEXT TO CURB OR ON THE BUILDING. (AUBURN CITY CODE 10.36.175) 18" 12" Na PARKING FIRE LANE DM. GENERAL SPECIFICATIONS 1. REFLECTIVE IN NATURE 2. RED LETTERS ON WHITE BACKGROUND 3. NO LESS THAN FOUR FEET FROM GROUND. LETTERING SPECIFICATIONS 3"—CLASS C WIDTH 3"—CLASS B WIDTH 2"—CLASS C WIDTH 1/2"—CLASS C WIDTH (AUBURN CITY CODE 10.36.180) N 0 10 20 40 PM =NMI Scale In Feet Record Drawing Certification These drawings conform to the Contractor's construction records. L �d BY Date TitlelPosition Confirmed by City Do* PROJECT REF: FAGOT-0038 BLDOO-0338 GP 24101 These plans are approved for conformance with the City of Auburn Engineering Division requirements. Approved by: " ' Dote Approved: Iid Z0IS—aP\s}aays 09'—ZZ LOO 'Po3o PP03 :d QJ jS2AI?SA is '0€88 XOM37 DI RM M 1 0 61111111101101 LLC ARCHMECTURE PLANNING ENGINEEIGNG www DQME Cl"3w IES 40. �1 IA11�. www.entranco.com ENTRANCO, INC 10900 NE 8th Street Bellevue WA 98004 Vne (425) 454 5600 00 ` E102 Q 0�0,'0 Paz Uj �gIx1K rm� DATE: 01rrvim PROJECT NO. (KIM.e0 DRAWN BY. 4ANAS CHECKED W. TBB FIRS ACCESS SHEET SD-03 NGV3\Swea00,�d\ 1AdS-13R\\ wd 05:10:t 101EIz GENERAL NOTES: �1 i F N � i o IC ` ;.,3' (12" S) ' I I 1� T {4a��.. fir,.. E 5 TYFT I .. i i i _ t R= 35.00' % 6 / � Ste... , �./ 'S �, �'If .r +•1 µ --, . REMOVE AND REPLACE 1 ,4 , W1 12 " PVC SD. 1 Y` K M : 1 f " I T ...... TIE INTO EXISTING TYPE 1 CB j A _ . RIM EL = 8:2 _- &9'45�3D" 1.E. = �6�- ('12" N) 76.69 INVERT ELEVATION INFORMATION TAKEN FROM EXISTING SURVEY. ---- CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS AND R IF r DIFW�= wN_..,_.. ini I EXISTING CANOPY kx" F � f ,✓ ku' � '� C Ist mil 2 70 7.79' L 1,80.31 ' ING L= 32'27"E) . r , 5 � - I 3l l r� ill j + 1 N ... ....... . . ..... . ....... . . . ...... i 1 r ..... - - --- ------- - - — --------- . ....... . ...... .... ............. . ........... 11 THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON A COMBINATION OF AS—BUILTS, SURVEY DATA, AND FIELD RECONNAISSANCE BY OTHERS. THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND AHD HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. GENERAL NOTES 1. ALL PIPE TO BE SDR 35 OR APPROVED EQUAL BY CITY OF AUBURN. N 0 10 20 40 Scale In Feet Record Drawing Certification These drowings conform to the Contrue s construction redoMk By Dote7 Title/Position7- Confirmed by City. Dote PROJECT REF: FACOO-0038 BLDOO-0338 P 7 6 a These plans ore approved for conformance with the City of Auburn Engineering Division requirements. Approved by.Qde=�'r"" L6&..., Dote Approved: www.entranco.com ENTRANCO, INC 10900 NE 8th Street Bellevue WA 98004 Phone (425) 454 5600 Fox (425) 454 0220 fT'SrONAI ECG, E%PINO 9/17/01� m m33 a a4< 0 UO Q p 00 mm mzp�3 0 m°v=ixIx <r r- Ll rrr�C DATE: Mflr112001 PROJECT NO: (I MY2.90 DRAWN BY: JANA$ CHECKED BY: TBB r0 WA =uM. wr�w�mrma Q tt� WWz a co IV) zQ cov)ao 4 QED W Q � a = ul r MRADING & DRAINAGE SHEET SD-04 � r"` wdaOoad\[n�JS�de\\ wd 6zPti:2 io/S/z 95.0 - — ------------------------------------ ................... ......... ........... .......... ....... ....... --9500 PROPERTY PROPERTY LINE LINE: --90.0 90.0 - — --------------- .............................. ............................ ............. ...... ....................................................................... .................. .. .... PRO POSM 85.0 —85.0.EXISTING: GRADE 80. 0............................................. .................. .................................................................................. ................ ....... ......................................................... -180,0 -� 75.Of 0 95.0 GRADING PROFILE 200 75.0 PROPERTY PROPERTY LINE LINE ............... ......................................................................................... ....................... .............. .................................. ................................................................................................................. ...................................................................................................................... ........... ........................................... ........................... 90.0 - — -------- PROPOSED: GRADE ..... ...... . . . ................. ............. ................................... .......... ......................................................................... ..................... ............ .............................. .............. .......... - ... ....... ..................... 85.0 - — ---------------- : ..................... : ...................... - ................ . ............... .. . . . --- ---------- --- ------- ------- ................. . ------ . ....... EXISTING: GRADE ............. .............. ..................... ................................... .............................. ..................................................................... .................. ......................... .................................. ...... ........ .......... ....... 80.0r 75. x 100 200 300 400 N GRADING PROFILE - 1--oo CUT AND FILL QUANTITIES. ESTIMATE VOLUME OF CUT.- 50 CUBIC YARDS ESTIMATE VOLUME OF FILL: 987 CUBIC YARDS 85.0 80.0 HORIZON 0 -IQ 20 4 1 0 Scale In Feet VER 0 2*5 5 10 Scale In Feet Record Drawing Certification These drawings conform to the Contractor's construction records. 1"b C— By Dote Title/Position t Confirmed by City Date PROJECT REF: FACOO-0038 BLDOO-0338 (-? 7.1C101 These plans are approved for conformance with the City of Auburn Engineering Division requirements. Approved b)r Dote NTNANCO www.entranco.com ENTRANCO, INC 10900 NE 8th Street Bellevue WA 98004 Phone (425) 454 5600 Fox (425) 454 0220 CEO I �RE S 9/17/01 rFz zzz D a55 5 5 0 6 t 2 z P P We FROMM 41111101111" AMWS ?F ` 6 of;. IL 011)14),c 09-ZZ to0\13030\1DPOZ) 3ob'0299 X083X\330\13N(IVO\SVqV2JO0�d\[A�JS-l38\\ nd zc,:09:2 10/9/Z 12"x6" TEE FLxFL I - 1 L dLINU t- LAINUL W/ 2" TAP TO BLOWOFF ASSEMBLY, SEE C.O.A. STD. DET. WABO-1. 1-12 " G. V MAI' FL 1-6' G.V. FLxh. THRUST BLOC# BLIND FLANGE AND BLOWOFF"=ASSEMBLY TO BE REMOVED WHEN LINE IS EXTENDED BY OTHERS. UTILITY CROSSING OTHER THRUS ,,' BLOCK TO BE S.D. I.E. = 79.04 REPLACED IF AMAGED. WATER I.E. = 77.40 AD MOUNT SITE ELECTRICAL POWER. 'L CONTRACTOR TO CONNECT TO EXISTING BURIED POWER COORDINATE CONNECTION WITH PROVIDER. IF CONNECTION MUST BE MADE AT EXISTING WENDY'S SITE; CONTRACTOR i MUST PR'OVIDk SAWCUT, TRENCH, 1 NECESSARY CONDUIT AND REQUIRED ASPHALT PATCHING. # t 4, -� :4 UTILITY CROSSIN 1 S. D. 1. E. = 78.3 WATER I.E. = 80.70 UTILITY CROSSINA E< S SMI — 31 S.D. I.E. = 79. . °> E &I 235" WATER I.E. = 80.70 IC=7+9' (B" S) �� �:: vv" .LL WY.__� CONNECT TO EX. LII WITH 19LF 12" D.I. a ...........s0.. C 1-%- � IE ' J r SSM1 i 9 .Re1.M EL-623 Cl- 01 IRS W) 19 I R= 35.00' % L= 44.75' » u= 72` 16 15., , SO J 8 I � 6" POST INDICATOR VALVE TO BUILDING ELECTRICAL BACKFLOW PREVENTER D.D.C.V. IN VAULT W/ SPRING ASSISTED DIAMOND PLATE LOCKING LID. VAULTING LID ABLE GENERAL N THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON A COMBINATION OF AS -GUILTS, SURVEY DATA, AND FIELD RECONNAISSANCE BY OTHERS. THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND AHD HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTES: 1. SIZING OF FDC AND SPRINKLER SYSTEM LINE TO BE VERIFIED WITH FIRE PROTECTION ENGINEER PRIOR TO INSTALLATION BY SITE CONTRACTOR. 2. SEE D.C.S. SEC. 7.01.04 (D) 3. FIRE LINE TO BE INSTALLED BY 'U' CERTIFIED CONTRACTOR N 0 10 20 40 Scale In Feet ■ Record Drawing Certification These drawings conform to the Contractor's construction records. 9f vim/ d-A)5: IAIC. By Deft% O Title/Position ^44f-5, Confirmed by City: Dow �.. -- PROJECT REF: FACOO-0038 BLDOO-0338 GP 7-10 4 These plans are approved for conformance with the City of Auburn Engineering Division requirements. Approved by: Date Approved: - ,LLC goo emit www.entranco.com ENTRANCO, INC 10900 NE 8th Street Bellevue WA 98004 Phone,(425) 454_5600 z Two a 0 vo ON z 1-299 Cr 2 <991 W 0 O W W W 0DitIt IN 55S r r T f DATE: otiv" PROJECT NO: 01MM-e0 DRAWN W. JJTNAS CHECKED WY: TWW �I u IlC Q �i J w J J z Z J§° v ova= CL W co iE z z a �4z M =gym a�a L T— UTILITIES SHEET SD-06 010 16.10 L0}n-ap s}a9ys\asobaQ\09-ZZL00 Pojo PPDo :d Ilooinir 10 0 8 X0�]AX\J30\iANGVD 11'-2' OVERALL 10'-6' INSIDE CLEAR 7/8'0 GALV, LIFTING IRON CORNERS (4) PLACES IN BASE 1 1/4-0 ROCKET LIFT INSERT FLOW DIFFUSER BAFFLE I BAFFLE SEDIMENT OIL RE BAFFLE 1 �IN CENTER SECTION 8°A HOLE PRECAST BAFFLE TYPICAL 3' THICK (3) PLACES 09 «H z '_ t_ - , au `" © PIPE J in 1 _j TYPICAL to V Y-0'0 x 2'-10' x 1 1/2' w d KNOCKOUT (TYPICAL) � l r SLOT BOTH SIDES 3 1/2' x 3/4' (3) PLACES 1'-6" 4'-5" 2'-7' _ INLE1 RECOMMENI ISAP HIGHER FOR PROPER INSTALLLATION OF SITE LIGHTING ALWAYS USE DOUBLE NUTS AND WASHERS. THIS ASSEMBLY WILL PREVERNT MOISTURE BUILD—UP IN THE POLE BY ALLOWING AIR TO CIRCULATE THROUGH THE INSIDE OF POLE BASES MOUNTED DIRECTLY TO CONCRETE CAN CAUSE A MOSTURE BUILD—UP AND DETERIORATION OF THE POLE'S STABILITY (DO NOT GROUT ASSEMBLY) GRADE NECESSARY DEPTH TO BE DETERMINED BY GEOTECHNICAL ENGINEER PLAN VIEW SECTION AA C a J t 1'-a" n\/P PAI I FERRULE LOOP �3/4'0 (4) PLACES IN TOP 24'0 CLEAR ACCESS OPENINGS I b ?u + + 0 (U 0 "-. 4'-7" 3'-3' 8'0 HOLE TYPIC (CONTRACTOR TO CC DRILL OR KNOCK[ Q IN F]EI Y-0'0 x 2'-10' x 1 1/2' KNOCKOUT (TYPICAL) DRAFT i ]RON IS LMLIT Y VA UL T MODEL 5106 SA P&MIATER SEPARATOR N. T. S. LIGHT POLE TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. POLE AND LUMINAIRE TO BE FURNISHED BY THE SAME MANUFACTURER ACCESS PLATE HAND HOLE WITH TRAFFIC' RATED DIAMOND COVER IF IN TRAFFIC AREA 1"X36"X4" ANCHOR BOLT a e SAO B5 POLE HEIGHT — 30'-0" 'd •e • . POLE TYPE — STEEL SQUARE 115x4 TIE POLE FINISH — BRONZE ...1 BOLT SIZE — 1 1 " (INCHES) BOLT CIRCLE ANCHOR BOLTS — 1 "X36" _T2 112" CL W/DOUBLE NUT & WASHER 30 DIA EXTERIOR POLE LIGHT DETAIL COVER PLAN STRUCTURAL NOTES 1. CONCRETE - 28 DAY COMPRESSIVE STRENGTH F'c = 4500 psi 2. REBAR - ASTM A-615 GRADE 60 3. MESH - ASTM A-185 GRADE 65 4. DESIGN - ACI-318-99 BUILDING CODE ASTM C-890 'MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES' LOADS - H-20 TRUCK WHEEL w/307 IMPACT PER AASHTD SAL NOTU r OUTLET PIPE CAN BE ADJUSTED TO INCREASE OR DECREASE GALLON CAPACITY FILL M/CLEAN WATER PRIOR TO START UP OF SYSTEM �3 CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER FOR BAFFLE DETAIL SEE DRAWING CH-1185, SHEET 2 SHIPPING INEIGIff COVER = 6,825 lbs. CENTER SECTION = 7,683 tbs. BASE SECTION = 4,533 tbs. BAFFLES = 1,871 lbs. TOTAL WEIGHT = 20,912 tbs. INSERTS COVER = (4) 3/4'0 FERRULE LOOP CENTER SECTION = (4) 1 1/4'0 ROCKET INSERT BASE SECTION = (4) 7/8'0 GALV. LIFTING IRON DIF RE, INS RE, SP FILTERS MIN. 3' DEEP OR TO OUTLET IE OF CATCH BASIN CONSTRUCTED OF WOVEN POLYPROPYLENE ALL SEAMS DOUBLE —STITCHED PERMEABILITY — 40 GAL. PER MINUTE PER SQ. FT REUSUABLE OR THROW AWAY MAINTENANCE REMOVE WHEN FILLED TO HALF —WAY MARK (USE FRONT —LOADER OR OTHER EQUIPMENT FOR REMOVAL) CLEAN AND RE —USE, OR REPLACE CATCH BASIN PROT S'CTION DETAIL GENERAL NOTES: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON A COMBINATION OF AS-BUILTS, SURVEY DATA, AND FIELD RECONNAISSANCE BY OTHERS. THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND AHD HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL CURB EXISTING UTILITIES BEIi UPfflOMMENCING WORK, AND AGREES TO BE FULLY LINE RESPONSIBLE FOR ANYLe ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE T EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, CEMENT CONCR WIDTH VARIES SEE ,SITE LAYOUT PLANS CURB & GU 3" CLASS B ASPH. CONC. —/ 3" ASPH. TREATED BASE (ATB) OR CEMENT CONCRETE 4" CRUSHED ROCK BASE (CRB) CURB & GUTTER THE SOILS ENGINEER EMPLOYED BY THE DEVELOPER SHALL VERIFY AND SUBSEQUENTLY ADVISE THE CITY THAT THE INSTALLATION OF THE PAVING SECTION(S) CONFORMS TO HIS/HER DESIGN. THE PROJECT WILL NOT BE ACCEPTED UNTIL THE SOILS ENGINEER PROVIDES THE CITY WITH WRITTEN DOCUMENTATION OF THIS INFORMATION. WHEEL STOP CURB 4 HANDICAP PARKING U.N.O. CEMENT CONCRETE EXTRUDED CURB 3" WHITE STRIPE (TYP) STRIPE PAINTED WALKWAY — ASPHALT PAVEMENT SECTION N. T. S. 1:1 VAN � DEPRESSED WALKWAY SIDEWALK ACCESSIBLE SIGN ON BUILDING (PER STALL) c� Z :12 MAX c, z I � 8" 8, i 8. 16' 12" BY 18" SIGN WITH INTERNATIONAL SYMBOL OF ACCESS X-0 TO 5'-0 ABOVE GRADE CAPP C) PARKING DETAIL HANDI WIDEPRESSWWALKWAY N. T. S. PROVIDE 2' CLEARANCE FOR CAR OVERHANG (TYP) 3" WHITE PAINT CURB STRIPE (TYP) COMPACT if 9' 8' TYPICAL TYPICAL STANDARD COMPACT TYPICAL PARKING STALL PAINT STRIPING Record Drawing Certificotion These drawings conform to the Contractor's construction records. �.. �r3�'.�' e •sue---� j � ,� � /.�' �. / By _'�.�. Dote 7ft1 l Title/Position _ Confirmed by City. Dote PROJECT REF: FAC00-0038 BLDOO-0338 These plans are approved for conformance with the City of Auburn Engineering Division requirements. Approved by Date Approved:�.k� ■ N T R A N www.entranco.com ENTRANCO, INC 10900 NE 8th Street Bellevue WA 98004 Phone (425) 454 5600 Fox (425) 454 02.20 H N 66 wo 9831YK DATE ("Os m PROJECT W. OMM-0 DR BY: JANAS fmew SY: TBB �I I� • tll�l I Ills MISC. DETAILS SHEET D-07 N. T. S. N. T. S. N. T. S. 0101610 }jd Lo}p-ap\s}aaUs asobaa 09-z POOO wo poo :� opuouai�J }�b Oz88 NCIVO swdd00ad\ tA2JS­138\\ NV 9z:I0:6 LOILIZ 3 3 PLANT 5GHEDULE LANT GROUNDGOVER TO BASE OF TREE 4 PL , '9S PL —� 8 L 4 nMV 5 PL i 8 PL —1 8 PL 8 PL Nay 4 MD k �o to V�h 5 PL —I / no Ir 4 MP ♦ r ILI �o • O F/1► 9• s 1, 'rP.y#' . �� ♦ l _ ►�.a► ►r:. r F � - .�.-..�►.:<•�_— *`-"__..._r' �,, .,..rat�rliWa�o.�`��:'� _ .o 00 .. �►_ WS wl MAL l !Q•�• i' ► '* /j`/ l • • a �� a, i t • ;� •� Cr III 11011111111111 95. 1 Sk �,00�oo�o �-- FTF1 - - L 4 MD r 14 APO¢ L 4 SYMBOL OTY. BOTANICAL NAME / COMMON NAME 25% INGREASM NOTES 51ZE FOR INSTALL 3 TREM AGER RUBRUM 'KARPIGK' / KARPIGK MAPLE 2" GAL. B45, MATCHED FORM • S FAGUS SYLVATICA ' FA5TIGIATA' / DAWYCK BEECH 2" GAL. 5$ B, MATCHED FORM Q CARPINUS 5E7ULU5 'COLUMNARII' / COLUMNAR HORNBEAM 2" GAL. 545, MATCHED FORM 10 LIQUIDAMBAR STYRAGIFLUA 'WORPEL5DON' / AMERICAN SWEET 67UM 2" GAL, 54 B, MATCHED FORM • I GHAMAEGYPARI5 OBTU5A / HINOKI FALSE CYPRE55 I'-S' HT. 645, MATCHED FORM 5HRUB5 0 PL 16 PRUNU5 LU51TANICA / PORTUGAL LAUREL 24"-30" HT. FULL FOLIAGE 36" O.G. PO 14 PRUNUS L. 'OTTO LUYKEN' / OTTO LUYKEN LAUREL 24"-30" 5PR. FULL FOLIAGE 36" O.G. BT 48 BER13ER15 T. A. 'CRIMSON PIGMY' / CRIM50N PIGMY BARBERRY 24"-30" HT. CONTAINER, 36" O.G. VP 8 VIBURNUM P. T. 'MARIE511' / DOUBLEFILE VIBERNUM 24"-30" HT. FULL FOLIAGE, 36" O.G. TO 1(b THUJA O. '5MARAGD' / PYRAMIDALIS 6MIN. HT. B $ B, 30" O.C. PERRENIALS o HS 40 HEMER06AL15 'STELLA DE ORO' / DAYLILY I GAL. FULL FOLIAGE 24" O.C. 25% INCREASED DENSITY FOR INSTALL 0 MV 44 MIGROBIOTA DEGU55ATA / SERBIAN CYPRESS 2 GAL. FULL FOLIAGE 36" O.C. W/Effla ARGT05TAPHYLO5 UVA-UR51 / KINNIKINNIGK 4" POT 24* OL. FULL FOLIAGE FRAGARIA GHILOEN515 / WILD STRAWBERRY 40 POT 240 O.G. FULL FOLIAGE • SOD LAWN jHeGQbA awr SEE SPECS. gas W W W W w W W W WETLAND BUFFER - SEE WETLAND PLANTING DETAIL M! _ � W i W W W W W W i i W W i W W W i i W W + W W W i • r r r r r + i r . . . . . . r W r r i r 4 W .. r + r r FAp x Y W W i 5 r W W i • i i W i W W W W i W W W W W i W i W r W W W W W • W W r .�•E" .r �'Vt r W r W i+ W W d i W i i i ♦��.r'� II W W i I i i i iIW W W i • r r . W r r W W r V r W r r i r r W r r r r r W i r W r + + • r W r r r r i W r • i r W W W i i W W W W W W i i W W W W W r W W i W W W i i i i i i W W W i W i i r r l VY - 25' WETLAND BUFF R WETLAND NDA Y LAN050AFE REGU I REMENT5: REQUIRED PARKING LOT TREES: 12 PROVIDED PARKING LOT TREES: 12 REQUIRED LANDSCAPING : 1,200 50. FT. PROVIDED LANDSCAPING: 1,300 50. FT. 0 10' 20' SCALE: I" = 20' - 0" 40' 80' CD, 171 + (t _Tt� 5Yt .: 00 11 L, {{ ^— .j: ri a" O ? I ► Nam. _ _ c a . 9ID f ...: a � f 10' .Type P Landscape Buffer LEGEND ragh � sr atust . .` ` at �t T+c"cat+d ted kx�nlieAm r`t tIcsrteci t, rcxteci Arm % ' ;!J` ram - P5040 tsuga e z > sii/ ' tdalul r Spacing all hwl r�vo af�we' i u 1l r +rt aRe - •` urn`' c'") s, .�. T a het r Il / A �� w �Wa seen � rn i � 1 t, +ch t ` .et ...rs Tr*" in 14.1t Type !i guff r we to upsized, Mars wj4 bar a ft tsk v*ddecidwxs trees wil be 1.5" to 2" cal; *oW 3 ft 1trIanoular shriub spe ci . Lowscapkv is to be upgraded for e fity tome -et fiance 4 27. � >���� �i' VAX* V W Is Brumbaugh& Associates STATE OF WASHINGTON REGISTERED ARCHITECT Landscape Architecture WILLIAM A. BR WN 321 Park Place Center, Suite 117 CERTIFICATE NO. 501 Kirkland, WA 98033 - 6238 Telephone 425 822 5895 Facsimile 425 822 1105 1�% Record Drawing Certification These drawings conform to the Contractor's construction records. BY Date Title/Position Confirmed by City. Date PROJECT REF: FAC00-0038 BLDOO-0338 These plans meet the minimum landscape requirements of the City of Auburn planning department. Approved by. � Date Approved: 02 ' ao ' C I DEROSE DESO1 GROUP, LLC ARCHITECTURE PLANNING ENGINEERING 5M ,R ZA BLVD., SUrFE 800 6tEENWQ§NR4jhMj0= 80111 view COM I M"'��ANC4 www.entranco.com ENTRANCO, INC 10900 NE 8th Street Bellevue WA 98004 Phone (425) 454 5600 Fax (425) 454 0220 z O CL N W 0 0 U O z z z z z U 2 U U U UED to U U U U U N N C'I N N 01 C%j o s o HATE: 1011112000 PROJECT NO: 20OD-52 DRAWN BY: BY CHECKED BY: WCB V15SE PLANS ARE IN5IUAENTS OF PROFESSgNRL SERVICE AND ARE PRDrE'CTM BYC✓:ZON LAW. �1NIORY AND OTHER RCSERV® RIGHT'S INCLUDING QQFYR*HT THEYNAYNOTLERE�OR WED FORANY PURPOSE VBTiOWIHE VBBM WWWftE1111=CO11PAN1ES. UL J � <O 2f co Z Z Q Z F m � D co ei LANDSCAPE PLAN 0l D 14 10 DEROSE DESIGN GROUP, L ARCHITECTURE PLANNING ENGINEERING BARK MULCH - EDGE OF BED X + = + f �c G ���\III ///ti� \1 II ///�� J `N \III!//r 1 X 5PAGING CURB OR HEADER NOTE: 5PAGIN6 TO BE TRIANG. PER DISTANCE 5HOAN ON PLANT SCHEDULE GROUND COVER 5PAGIN6 up SECURE TRUNK WITH DOUBLE STRAND OF 14 GAUGE GALV. HIRE WRAPPED IN CLEAR VINYL. TN15T TIGHT 2" DIA. "BVG" LOD6EPOLE PINE TREE STAKES WITH 6" CONICAL POINT CONCRETE CURB ASPHALT PAVING 15LAND DETAIL NT5 rl REMOVE ADDITIONAL ASPHALT AS REQUIRED TO INSTALL IRRIGATION HEADS ADJACENT TO CURB AS SPECIFIED ESTABLISH GROWN AS INDICATED 50D OR MULCH PER PLAN 5% 5O'D-O"' KLCH-1 " IMPORT TOP501L AS SPECIFIED REMOVE CRUSHED TOP COURSE AS INDICATED. 5CARIFY EXISTING 5U66RADE TO NTH OF 6" AND BACKFILL MATH' IMPORT TOP501L PER SPEGIFICA1tON5 CRUSHED TOP GCS! JR5E SET GROWN AT NUR5ERY HEIGHT BARK MULCH PER 5PE05 BAGKFILL TO GON515T OF TOP501L PER 5PEG5. ADD FERTILIZER PER SPECS 5670 GREENWOOD PLAZA BLVD., SUrrE 300 GREENWOOD VILLAGE, COLORADO B0111 VOICE: 72D-524-2M0 FAX: 72M2-CI M1 E OMP IE 4W MVRAMe www.entranco.com ENTRANT , 00 10900 NE 8th Street Bellevue WA 98004 Phone (425) 454 5600 Fax (425) 454 0220 Ir r�.rK.•- U O rn N Z Z Z Z Z Z W D F F F F to U U U tJ U d N N N N O N_ pN_p N (h 0 O O O O DATE: 10/1118y PROJECT NO: 20 DRAWN BY: CHECKED BY: Wcr �r,1rr....... I .�.. RIM PLANT TREES HIGH 36" DIA. TREE WELLS IN ENOUGH TO ALLOW LAWN AREAS. FILL WITH _ POSITIVE DRAINAGE 2" OF SPECIFIED MULCH AWAY FROM ROOTBALL _ 5LOPE REMOVE TOP I/3 OF SCARIFY ROOTBALL ON BURLAP. L005EN WIRE r CONTAINER MATERIAL. BASKETS r ; '— •: `; ` �.�.., � �- , :� REMOVE TOP I!3 OF BURLAP ON B4 B MATERIAL Q BACKFILL PIT WITH 50% ,at TOP501L AND 50% NATIVE ME SOIL. ADD SPECIFIED J FERTILIZER TO MIX w Z O PIT TO BE2X THE ROOTBALL DIA. 2 X ROOTBALL DIA. TYPICAL TREE PLANTING TYPICAL 5HRUB PLANTING 55 D4NT5 NM Ld � z Z Q a � Z Q Q�d W LANDSCAPE NOTES I. GENERAL CONTRACTOR TO GLEAR AND GRUB ALL NEW LANDSCAPE AREAS AND SET SUBGRADE5 AT 6" MINUS FIN15H ELEVATION. TOLERANCE FOR 5UB6RADE5 TO BE +/- 1/10'. 2. LANDSCAPE CONTRACTOR SHALL SCARIFY SUB6RADE5, PLACE 6" OF SPECIFIED 501L MIX AND AMENDMENTS IN ALL NEW PLANTING AREAS (REFER TO DETAIL FOR PLANTING 15LAND5) AND THOROUGHLY ROTOTILL THE 501L/AMENDMENT5 INTO THE 5UB6RADE PER THE SPECIFICATIONS. 3. GROUND COVER SHALL BE INSTALLED CONTINUOUS UNDER ALL TREES AND SHRUBS. MAINTAIN AN IS" SETBACK FOR GROUND COVER FROM THE BASE OF TREES AND SHRUBS. Record Drawing Certification These drawings conform to the Contractor's construction records. GEoain� ' ,�i or't /s11 G By Q Date Title/Position Confirmed by City..- Date 4. NO PRE -EMERGENT HERBI G I DES SHALL BE APPLIED TO ANY GROUND COVER —"—' TITLE , , BEDS. PROJECT REF: FAC00-0038 BLD00-0338 DETAILS S. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING, DRAINAGE AND Brumbaugh UTILITIES INFORMATION. REFER TO ARCHITECTURAL DRAWIN65 FOR 51TE STATE OF WASHINGTON These plans meet the minimum landscape requirements f8CAF LAYOUT. REGISTERED of the City of Auburn planning department. Cv—! ARCHITECT Landscape Arc hite cture 6. PLANT SPECIES OR SIZES CANNOT BE 5UB5TITUTED AITHOUT PERMISSION OF THE CITY OF AUBURN PLANNING DIRECTOR. AM A. B WN 321 Park Place Center, Suite 117 A CERTIFICATE NO. 501 Kirkland, WA 98033 - 6238 Approved by: Telephone 425 822 5895 Date Approved: 02 06o OI Facsimile 425 822 1105 Pir-G 0°1(• I0OF1 (D1 Q 161C 1, _ Y: D--ss SD12'" -7 J SANITARY SEWER MANHOLE VIM EL=8 � -/' W 0 10' 20' 40' SCALE: 1" = 20' - 0" 5 15 15 15 15 15 15 15 TIE INTO EX 5TING IRRk 5Y5TEM ON WENOY'S� ail I I it IRR16ATION 50HEOULE SYMBOL DMORMON P.5.1. RADIUS 15P.M. 015 RAINBIRD 180b-5AM-PR5-15F1 b" POP-UP SPRAY 30 15' 3.1 a 15 RAINBIRD 1306-5AM-PR5-15H, b" POP-UP SPRAY 30 15' 1.85 h is RAINBIRD ISOb-5AM-PR5-150, b" POP-UP SPRAY 30 15' OA5 15 RAINBIRD 1 SOb-5AM-PR5-15VAN, b" POP-UP SPRAY 30 15' 1.55 0 12 RAINBIRD 1306-5AM-PR5-12F, 6" POP-UP SPRAY 30 12' 2.60 a 12 RAINBIRD 1306-5AM-PR5-12H, 6" POP-UP SPRAY 30 12' 1.30 L 12 RAINBIRD 1806-5AM-PR5-120, b" POP-UP SPRAY 30 12' 0.65 1& 12 RAINBIRD 130b-5AM-PR5-12VAN, 6" POP-UP SPRAY 30 12' 1.42 010 RAINBIRD I80b-5AM-PR5-IOF-LA, 6" POP-UP SPRAY 30 10' 1.51 a io RAINBIRD I806-5AM-PR5-1OH-LA, b" POP-UP SPRAY 30 10' 0.11 d io RAINBIRD 1306-5AM-PR5-100-LA, b" POP-UP SPRAY 30 10' 0.31 io RAINBIRD 1306-5AM-PR5-I0VAN, b" POP-UP SPRAY 30 10' 1.22 05 RAINBIRD I806-5AM-PR5-SF-FLT, b" POP-UP SPRAY 30 8' 1.51 a 8 RAINBIRD I5Ob-5AM-PR5-5H-FLT, 6" POP-UP SPRAY 30 8' 0.1q 5 RAINBIRD 1306-5AM-PR5-50-FLT, 6" POP-UP SPRAY 30 3' 0.301 a RAINBIRD 1306-5AM-PR5-5VAN, 6" POP-UP SPRAY 30 3' 1.11 5 RAINBIRD 1806-5AM-PR5-5H, b" POP-UP SPRAY 30 5' 0.40 d F, RAINBIRD 1306-5AM-PR5-50, b" POP-UP SPRAY 30 5' 0.20 5 RAINBIRD 130b-5AM-PR5-6VAN, 6" POP-UP SPRAY 30 6' 0.50 o EST RAINBIRD I30b-5AM-PR5-15E5T, b" POP-UP SPRAY 30 4'X15' 0.(01 o SST RAINBIRD 1306-5AM-PR5-1555T, 6" POP-UP SPRAY 30 4'X30' 1.21 0 RAINBIRD 004-5AM-PR5, 4" POP-UP SPRAY (NOZZLE A5 ABOVE). -I I C. STATE OF WASHINGTON REGISTERED ARCHITECT Landscape Architecture WILIJAM A. BR6WN 321 Park Place Center, Suite 117 CERTIFICATE NO. 501 Kirkland, WA 98033 - 6238 Telephone 425 822 5895 Facsimile 425 822 1105 Record Drawing Certification These drawings conform to the Contractor's construction records. r�r�il YVS fAJ Ci By Title/Position Confirmed by City. Date PROJECT REF: FAC00-0038 BLD00-0338 These plans meet the minimum Iearlscape requirements of the City of Auburn Approved by:_ Date Approved: DEROSE DESIGN GROUP, LLC ARCHITECTURE PLANNING ENGINEERING 5670 GREENWOOD PLAZA BLVD, SUITE 300 '.. GREENWOOD VILLAGE, COLORADO 00111 VOICE: 720-529-2W FAX 720-5294MI E OM IE UNTRANCo www.entranco.com ENTRANCO, INC 10900 NE Sth Street Bellevue WA 98004 Phone (425) 454 5600 Fax (425) 454 0220 5 z z F_ z z z G 0 0 0 0 0 U U U U s o o g o 0 N N Ny N N pN r DATE: 10I11I2000 PROJECT NO: 2000-52 DRAWN BY: BY CHECKED BY: V= THESE KMS ARE SFRNCE AM ARE PROTE STATTTDRYAIDOTER f.OPYFWHT. THEY MAY NOT - USIMFORANYnx+rosE IRRIGATION PLAN ?F d V2" IN LAM AREAS, 2" IN BED AREAS. PROVIDE FOR A 24" LOOP OF EXCESS WIRE. 3M DRY SPACE CONNECTORS. STANDARD CAR50N 12" VALVE BOX. MAINLINE. PEA GRAVEL. REMOTE CONTROL ZONE .� FINISH 6RADE. ELECTRIC CONTROL VALVE. PVG 5GH. 80 T.O.E. NIPPLE (SIZE FOR VALVE). PVC, 5X5 QO°. PVC, CLASS 200. (SAME A5 NOTED). 5GH. 40 PVC, MAINLINE TEE. COMPACT 5UBGRADE PER BAGKFILL $ TRENCHING SPECIFICATIONS PAVING A5 5PECIFIED BAGKFILL PVG 5GH. 40 5LEEVIN6 MIN. 2X D I A. OF ENCLOSED PIPE 2" PVG 5GH. 40 WIRE SLEEVE NIM: BAGKFILL TO BE FREE OF ROCK OR DEBRIS LARGER THAN I" VIA. A135OLVELY NO ROCK OR DEBRIS SHALL BE PLACED DIRECTLY ADJACENT TO ANY PIPE TRENCHINC-7DETAIL NT5 IRRIGATION METER CITY APPROVED VAULT K/ LID ANGLE VALVE SHUT OFF STUB OUT FROM METER so �d 0i4o o go 001"p o ° Q �00,, p° �4, OOo 8 0 0 DRAIN ROOK MIN. 12" DEPTH PW OF CONNECTION DOUBLE GHEGK VALVE A55EM13LY INSTALL PLU65 IN TEST COCKS (IYP.) U U N W Oho p o m mop o 0 000 o 00 08 o°° 8 0 0 QUICK COUPLIN6 VALVE r— MA51UR VALVE e Napo ° o°U�p� eopo °0°0 o o m�a,po ° O p O Ud O p 0 DRAIN ROCK MIN. 12" DEPTH INSTALL POP-UP SPRINKLER HEADS 5" ABOVE GRADE AND ADJUST TO FIN15H 6RADE. SEE PLAN FOR MODEL AND BRAND. PVG LATERAL LINE. FIN15H 6RADE. (1) MARLEX FITTING. (2) 5P I RAL BARES FITTIN65. 5V41N6 PIPE (IS" MAX.). PVC 50H. 40 ELL (OR TEE). NOTE: THI5 DETAIL APPLIES ONLY TO POP-UP SPRAY SPRINKLER HEADS. INSTALL ALL STREAM ROTOR SPRINKLER HEADS ON TRIPLE 5WIN6 ASSEMBLIE5. POP-UP HEAD / FUNNY PIPE TOP501L PVC LATERAL PVG MAIN VALVE AIRING NOTE: BAGKFILL TO BE FREE OF ROCK OR DEBRIS LARGER THAN I" VIA. AB50LUTELY NO ROOK OR DEBR15 SHALL BE PLACED DIRECTLY ADJACENT TO ANY PIPE 5LEEVING DETAIL NT5 BUILDING WALL AUTOMATIC, GONTROI 120 V POWER BY OTI 2" P.V.G. CONDUIT FC CONTROLLER AIRE5 FIN15H GRADE 2" P.Y.G. 5ViEEP ELL NOTE: INSTALL ALL WIRING PER LOCAL CODE AUTOMATIC CONTROLLER / WALL MOUNT NT5 IRRIGATION NOTES IRRIGATION DESIGN 15 SCHEMATIC HEAD LAYOUT ONLY. ZONING AND LATERAL LAYOUT 15 TO BE PER BIDDER DE516N. PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICT BETWEEN HEAD LAYOUT ACTUAL 51TE CONDITIONS. 2. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK. PROTECT ALL NEW AND EXI5TIN6 UTILITIES. PROMPTLY NOTIFY THE LAND5CAPE ARCHITECT OF ANY CONFLICT BETWEEN PROP05ED AORK AND 0135TRUGTIONS. 3. CONTRACTOR 5HALL VERIFY EXI5TIN6 PRE55URE AND FLOW FROM CITY MAIN. PROMPTLY NOTIFY THE LANDSGAPE ARCHITECT OF ANY GONFLIGT BETWEEN PROP05ED WORK AND EXI5TIN6 PRESSURE AND FLOW. 4. IRRIGATION CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, PER5ON5, WORK IN PR06RE55, 5TRUGTURE5, UTILITIE5, WALK5, GUR135, PAVED 5URFAGE5 AND EXI5TIN6 LANDSCAPE AND IRRIGATION TO REMAIN DURING THE INSTALLATION OF LANDSCAPE AND IRRIGATION AORK. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK AND PROTECT SAID UTILITIE5. 5. IRRIGATION CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERM I T5 AND FEE5 A5 REQUIRED BY APPLICABLE GODE5 AND ORD I NANCE5 FOR THI5 WORK. ALL WORK TO BE INSTALLED PER LOCAL CODE REQU I REMENT5 AND MANUFACTURE'S SPEC I F I CATI ON5. 6. PRE55URI ZE MAINLINE TO 100 P51 FOR A PERIOD OF 2 HOUR5 CHECK ALL JOINTS AND CONNECTIONS FOR LEAKS AND REPAIR A5 REQUIRED, PROVIDE WRITTEN DOCUMENTATION THAT A PRE55URE TEST HA5 BEEN COMPLETED WITH NO MORE THAN 5 P51 L055 DURING THE TEST DURATION. 1. UPON THE COMPLETION OF IRRIGATION WORK, OPERATE THE 5Y5TEM IN THE PRE5ENGE OF THE LAN05GAPE ARCHITECT. ADJU5T A5 REQUIRED. S. GUARANTEE ALL MATERIALS AND AORKMAN5HIP FOR A PERIOD OF ONE YEAR COMMENCING AT THE TIME OF FINAL ACCEPTANCE. THI5 GUARANTEE DOE5 NOT APPLY TO WORK OR DAMAGE DONE TO THE IRRIGATION 5Y5TEM BY OTHERS AFTER FINAL ACCEPTANCE. Q. PRIOR TO FINAL ACCEPTANCE PROVIDE THE OWNER WITH A SET OF CLEARLY DRAWN REPRODUCIBLE RECORD DRAWINGS SHOWING ACTUAL LOCATION AND TYPE OF IRRIGATION ELEMENTS INSTALLED. STATE OF WASHINGTON J\jvvj Jj REGISTERED YCHITECT Landscape Architecture wIWAM A. BRI5WN 321 Park Place Center, Suite 117 CERTIFICATE NO. 501 Kirkland, WA 98033 - 6238 Telephone 425 822 5895 Facsimile 425 822 1105 Record Drawing Certification These drawings conform to the Contractors construction records. ��a,Oi Aso s-rvs, i�vC, By Date Title/Position Confirmed by City. Date PROJECT REF: FAC00-0038 BLD00-0338 These plans meet the minimum of the City of Auburn . Approved by. — Date Approved: DEROSE DESIGN GROUP, LU ARCHITECTURE PLANNING ENGINEERING 5670 GREENWOOD PI/VA YD., SUITE 3IX0 PR OD VI 80111 VOICES fA)t: E C 3M IB5 ■NTRANC , www.entranco.com ENTRANCO, INC 10900 NE 8th Street Bellevue WA 98004 Phone (425) 454 5600 Fax (425) 454 0220 U ° z z z z z W a 0 `2 rG 2 W a 00 00 O U}> W }O jF- O co U U U U U 8 8 8 8 s s N N 5N! N N N FQ : N O O DATE: 1011i2000 PROJECT NO: 2000-52 DRAWN BY: BY CHECKED BY: WCB TV*SE PUNS ARE i* WMENTS OF PROFESSIONAL SERVICE AND ARE PROTECTM BY CCAIMM LAW, 5 fATVMAND0TH RRESERVFARIGHTSINfX.UOBIB COPYROff 1HEYMAYROTBEREPROOIMOR U9MF MANY PURPOSE Mnn+OUr 1HE WFFTNDMOWCOWAtimac 'MON IRRIGATION PLAN NOTES & DETAILS of I L 01 () 1 ( zo