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HomeMy WebLinkAbout03D1736s ■ LEGEND EXISTING PROPOSED -0 - UTILITY POLE & GUY ANCHOR A GAS VALVE 1h TELEPHONE RISER ® WATER METER N WATER VALVE Q' FIRE HYDRANT - CATCH BASIN ® STORM DRAIN MANHOLE O SANITARY SEWER MANHOLE 0 36" DIA. COTTONWOOD TREE 55.55 GROUND ELEVATION +yy5y N. W. 114 SEC 7, TP 21 N RANGE 5. EAST i.i h,Fr llr ' S9'919'�% 9°AFRoo� F �l�P 1, 11 �2 RI� ^�4� 'E' STREET N.E. W z J) (n N N LEGAL DESCRIPTION I LOCATED IN THE N.W. 114, OF THE N.W. 114, - OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. - -� LEGAL DESCRIPTION: i (AS PROVIDED BY CLIENT.) w -, z LEASE AREA NORTH OF 23RD STREET N.E. BETWEEN "D" AND "E". THAT PORTION OF LOTS 22, 23, 24, 25, 26 AND 27 OF MARDEL ADDITION J NO. 2 AS RECORDED IN VOLUME 79 OF PLATS, PAGE 1, RECORDS OF N - 1 KING COUNTY, WASHINGTON, TOGETHER WITH THAT PORTION OF I "D" STREET N.E. AS SHOWN ON SAID PLAT OF MARDEL ADDITION NO. _ 2; QUIT CLAIMED TO THE CITY OF AUBURN AIRPORT DEPARTMENT AS RECORDED UNDER AUDITOR'S FILE NO. 8211050440 AND SURPLUSED BY CITY OF AUBURN RESOLUTION NO. 1730, DESCRIBED —1 — AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID MARDEL sl;7 ADDITION NO. 2; THENCE SOUTH 89'21 ' 15" EAST ALONG THE NORTH LK It "t 1 BOUNDARY OF SAID MARDEL ADDITION NO. 2 A DISTANCE OF 303.80 FEET; THENCE SOUTH 00'31 '30" WEST, 484.07 FEET, • THENCE NORTH 88' 58'22" WEST, 309.37 FEET TO A POINT LOCATED 307.5 FEET EAST, MEASURED AT RIGHT ANGLES OF THE PAINTED CENTERLINE OF THE MAIN RUNWAY FOR THE CITY OF AUBURN AIRPORT; THENCE AUBURN NORTH 00'39'04" EAST ALONG A LINE PARALLEL WITH SAID PAINTED MUNICIPAL CENTERLINE OF MAIN RUNWAY, 482.01 FEET, THENCE SOUTH AIRPORT 80'21'15" EAST (N89'01'36"E CALC.), 4.49 FEET TO THE POINT OF BEGINNING. CONTAINING 149,175 SQUARE FEET MORE OR LESS. (3.425 ACRES) BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE MONUMENTED CENTERLINE LOCATION PLAN OF "E" STREET (AUBURN WAY NORTH), BEING SOUTH 00'59'00" EAST, AS SCALE: 1 "=100' SHOWN ON THE PLAT: "MARDEL ADDITION DIVISION NO. 2", RECORDED IN VOLUME 79 OF PLATS AT PAGE 1, RECORDS OF KING COUNTY, WASHINGTON. PARCEL NUMBER GENERAL CONSTRUCTION NOTES 514320-0070 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR DEVELOPER ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL, COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING AVIATION PROPERTIES INC. CONSTRUCTION, P.O. BOX 68 20465 DOUGLAS CRESCENT 3. A PRE —CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT LANGLEY, BRITISH COLUMBIA 253-931-3010 TO SCHEDULE A MEETING. CANADA TEL. 604-813-2219 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE FAX: 604-576-2230 DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE CONTACT: MR. BILL VANDENBERG EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CIVIL ENGINEER CONTRACTOR SHALL CALL ONE —CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). WEDLER ENGINEERING LTD, 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR R 204-2790 GLADWIN ROAD APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO ABBOTSFORD, BRITISH COLUMBIA APPROPRIATE OFF—PEAK HOURS OR ALTERNATE ROUTES. � �� CANADA" TEL. 604-852-7300 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND FAX: 604-852-7302i EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY 1 CONTACT: MR NELSON LAN II;IU ? SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED s^. y■ �- y y1 - ti-,p y,WITH THEM. , s i' 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR 0 r w SURVEYOR "'"�', { OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. CRAMER NORTHWEST, Inc. Ix 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. s 945 N. CENTRAL AVE, SUITE # 104 KENT WA 98032 TEL. 253 -8 253-852-4995FAX: CONTACT.MR. JEFF OTTERSON _.;a�iod I . .a 5 '.• ;'. ,:; .. ii;,.I ibii ,cj;� . : . fi• -4880 NSTRUCTION SEQUENCE"''i BENCHMARK (NVGD 29r. w 1. CALL ONE —CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CITY BENCHMARK 24-4 CRITICAL TO DESIGN (1-800-424-5555) PI MONUMENT AT THE CENTRELINE 26th STREET NE, 2. HOLD PRECONSTRUCTION CONFERENCE WITH CITY OF AUBURN FIRST MONUMENT WEST OF AUBURN WAY NORTH 3. INSTALL TEMPORARY SILTATION CONTROL FENCE AROUND FULL SITE PERIMETER ELEVATION 53.10' (NvcD 2s) 4. CONSTRUCT STORM SEWERS AND CATCHBASINS, LEAVING CATCHBASINS LOW,' CONTOUR INTERVAL: SURROUNDED BY HAYBALES. INSTALL CATCHBASIN PROTECTION SCREENING AND a 'ErN 2.00 U.S. FEET1, LTTRENCHING AS SPECIFIED ON SHEET 02.a{ 5. CALL CITY OF AUBURN FOR INSPECTION.G 6. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 7. GRADE PROJECT TO PLAN GRADES AS SHOWN ON SHEET 02. 8. INSTALL ALL SANITARY SEWER CONNECTIONS AS SHOWN ON SHEET 03. 9, INSTALL WATER SYSTEM , AS SHOWN ON SHEET 03. 10. CLEAN CATCHBASINS BY REMOVING SEDIMENT AND DEBRIS. 11. INSTALL PAVEMENT AND SIDEWALKS. 12. INSTALL LANDSCAPE WORKS 13, VERIFY STABILIZATION OF SITE. 14. CALL CITY OF AUBURN FOR SITE INSPECTION. 'T DEVELOPER: AVIATION PROPERTIES INC. Mr. BILL VANDENBERG P.O. BOX 68 20465 DOUGLAS CRESCENT LANGLEY, BC CANADA V3A 4B6 TEL: 604-813-2219 FAX: 604-576-2230 167 29 St NW 30 St NE 4,_ z G�<v SITE 0 26 St NE 22 St NE w z V) 1 St N VICINITY MAP SCALE 1 "=2500' SHEET INDEX: 1) COVER SHEET 2) SITE PLAN AND PHASING 3) STORM DRAINAGE AND GRADING 4) WATER AND SANITARY WORKS 5) WATERMAIN PROFILE AND SECTIONS L1) LANDSCAPING SIP RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION CONFIRMED BY CITY: — DATE: REVISED PROJECT REF: FAC # 01-0025 / GRA # 01-0033 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. C ,e j_Zf oz APPROVED BY: _Qe-v� DATE APPROVED: 112.lfJ L G?oso9 03 1) 173G LEGEND EXISTING PROPOSED - UTILITY POLE GUY ANCHOR 6 GAS VALVE 0 TELEPHONE RISER © ?w WATER METER dl H WATER VALVE b- Q FIRE HYDRANT -m CATCH BASIN C STORM DRAIN MANHOLE SANITARY SEWER MANHOLE 6 36" DIA. COTTONWOOD TREE 5.55 GROUND ELEVATION 155!P LEGAL DESCRIPTION LOCATED IN THE N.W. 114, OF THE N.W. 114, OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST_W.M. LEGAL DESCRIPTION: (AS PROVIDED BY CLIENT.) LEASE AREA NORTH OF 23RD STREET N.E. BETWEEN D" AND "E". THAT PORTION OF LOTS 22, 23, 24, 25, 26 AND 27 OF MARDEL ADDITION NO. 2 AS RECORDED IN VOLUME 79 OF PLATS, PAGE 1, RECORDS OF KING COUNTY, WASHINGTON, TOGETHER WITH THAT PORTION OF "D" STREET N.E. AS SHOWN ON SAID PLAT OF MARDEL ADDITION NO. 2; QUIT CLAIMED TO THE CITY OF AUBURN AIRPORT DEPARTMENT AS RECORDED UNDER AUDITOR'S FILE NO. 8211050440 AND SURPLUSED BY CITY OF AUBURN RESOLUTION NO. 1730, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID MARDEL ADDITION NO. 2; THENCE SOUTH 89'21'15" EAST ALONG THE NORTH BOUNDARY OF SAID MARDEL ADDITION NO. 2 A DISTANCE OF 303.80 FEET, THENCE SOUTH 00'31'30" WEST, 484.07 FEET; THENCE NORTH 88' 58'22" WEST, 309.37 FEET TO A POINT LOCATED 307.5 FEET EAST, MEASURED AT RIGHT ANGLES OF THE PAINTED CENTERLINE OF THE MAIN RUNWAY FOR THE CITY OF AUBURN AIRPORT; THENCE NORTH 00'39'04" EAST ALONG A LINE PARALLEL WITH SAID PAINTED CENTERLINE OF MAIN RUNWAY, 482.01 FEET, THENCE SOUTH 80-21'15" EAST (N89'01'36"E CALC.), 4,49 FEET TO THE POINT OF BEGINNING. CONTAINING 149,175 SQUARE FEET MORE OR LESS. (3.425 ACRES) BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE MONUMENTED CENTERLINE OF "E" STREET (AUBURN WAY NORTH), BEING SOUTH 00'59'00" EAST, AS SHOWN ON THE PLAT: "MARDEL ADDITION DIVISION NO. 2", RECORDED IN VOLUME 79 OF PLATS AT PAGE 1, RECORDS OF KING COUNTY, WASHINGTON. PARCEL NUMBER 514320-0070 DEVELOPER AVIATION PROPERTIES INC. P.O. BOX 68 20465 DOUGLAS CRESCENT LANGLEY, BRITISH COLUMBIA CANADA TEL. 604-813-2219 FAX. 604-576-2230 CONTACT, MR. BILL VANDENBERG CIVIL ENGINEER WEDLER ENGINEERING LTD. 204-2790 GLADWIN ROAD ABBOTSFORD, BRITISH COLUMBIA CANADA TEL. 604-852-7300 FAX. 604-852-7302 CONTACT: MR. NELSON LANG SURVEYOR CRAMER NORTHWEST, Inc. 945 N. CENTRAL AVE, SUITE. 11104 KENT, WA 98032 TEL. 253-852-4880 FAX: 253-852-4995 CONTACT.- MR, JEFF OTTERSON BENCHMARK (NVGD 29) CITY BENCHMARK 24-4 PI MONUMENT AT THE CENTRELINE 26th STREET NE, FIRST MONUMENT WEST OF AUBURN WAY NORTH ELEVATION 53.10' (NVGD 29) CONTOUR INTERVAL: 2.00 U.S. FEET N. W. 1/4 SEC 7, TP 21 N; GENERAL CONSTRUCTION NOTES . raR 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. AN CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. ' 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS,; MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION, 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING, 4, LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND 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 (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL, CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM, 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. ;21i I L �TeyB� x`e Xa 10mz,10 �."i p py ,rid+ �IIi CONSTRUCTION SEQUENC 7 . „�_, 441". is 1, CALL ONE —CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS 'aka' CRITICAL TO DESIGN (1-800-424-5555) 2. HOLD PRECONSTRUCTION CONFERENCE WITH CITY OF AUBURN 3. INSTALL TEMPORARY SILTATION CONTROL FENCE AROUND FULL SITE PERIMETER 4. CONSTRUCT STORM SEWERS AND CATCHBASINS, LEAVING CATCHBASINS LOW, SURROUNDED BY HAYBALES. INSTALL CATCHBASIN PROTECTION SCREENING AND TRENCHING AS SPECIFIED ON SHEET 02.* 5. CALL CITY OF AUBURN FOR INSPECTION. 6. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSIOW,400 i1 CONTROL MEASURES AS NECESSARY. !' 7. GRADE PROJECT TO PLAN GRADES AS SHOWN ON SHEET 02. 8, INSTALL ALL SANITARY SEWER CONNECTIONS AS SHOWN ON SHEET 03, 9, INSTALL WATER SYSTEM , AS SHOWN ON SHEET 03. 10. CLEAN CATCHBASINS BY REMOVING SEDIMENT AND DEBRIS. 11, INSTALL PAVEMENT AND SIDEWALKS. }I' 12. INSTALL LANDSCAPE WORKS 13, VERIFY STABILIZATION OF SITE, 14. CALL CITY OF AUBURN FOR SITE INSPECTION, 29 St NW SITE ;INITY MAP SCALE 1'=2500' fi 0 0 SHEET INDEX: 1) COVER SHEET 2) SITE PLAN AND PHASING 3) STORM DRAINAGE AND GRADING 4) WATER AND SANITARY WORKS 5) WATERMAIN PROFILE AND SECTIONS L1) LANDSCAPING DEVELOPER: RECORD DRAWING CERTIFICATION PROJECT REF: FAC # 01-0025 / GRA # 01-0033 AVIATION PROPERTIES INC. THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONFORMANCE Mr, BILL VANDENBERG CONTRACTOR'S CONSTRUCTION RECORDS WITH THE CITY OF AUBURN'S ENGINEERING DIVISION P.O. BOX 68 BY: REQUIREMENTS. 20465 DOUGLAS CRESCENT — LANGLEY, BC DATE:_ _ CANADA V3A 4136 (� TEL: 604-813-2219 TITLE/POSITION _ -- — A APPROVED BY: FAX: 604-576-2230 11 CONFIRMED BY CITY: --DATE:— I_—��%�----— DATE APPROVED: 6 z w �Q :0 00, �0 D O M N O N N O N N It O (N N F- E J IL I- w a O F it Z z It LAJ S O o w a w Of F U _ m w a t o Q N z 4 d U L I a Z � N z S i o ry of x d d M N co, 2�O_ r+ 1 �M�o gg�> 0, eoo °U I- vn z Da o J ' - 7 } 5 J ro�y r-www ly I• O N U O 11U � t o� 0- 0 a. Q J Q U I— Z W ::D Ld m = Z U7 m Cr ::) W a > O > v� J_ U Q tL f— Q U Q DATE SEALED F- U w Z U m u w U7 U M LIJ Ln > Q � � Q LLJ 00 n ® Z a U 0 O Lj N 0] O Loo w X Q m Z > J Q 0 z w U PROJECT MANAGER _NELSON LANG z DESIGN J DeVISSER DRAWN S BENTLEY CHECKED _N.L. SEC_ 7 T 21_N. R 5 E. FILE NO A01-0023A=REV4.dwq DATE AUG 16 2001 SCALE AS NOTED__. SHEET 1 _ Of 5_ FILE NO . A01-0023A 03 fJ 173(m wlvrlNMtU bT uir: —UAIL: f t4 81 UAIE AFJHHUVED: /U �7Z V`( -71 r m a OD 0o � —o 0) 00 � 0)00 0o �o po 0 o M N 0 N N 0 N N 0 N N F" `G J 0- W W Q p Z n H Q F a Z_ X > U p w 0 w in w Of V) p Q _J m W 0 mp p Z C O J a w <( Z N J S F- w Q L \ U d V) Z Q p V) Ln W W w W 0 W 0 p d Z > W C a h7 N d' / O N E CL O 3 J @ > r Z �Q o J U - $ a I ] x J �L�Ww F O n,. w ' W o 0 3 4� c g C U s J CD m irn oL zO raa � P O „ii USN u N 1> �iNa s� L �► LL cr (D Q U w Z Q z can m U) �_ Lj < U U) U Z L1J Ui > (Y c3 Q Z II w � 0 0 Q Z Q Of U I C Q m J 06 O(.oW wQ �o0 `( m Q L~ J Q O Q d U W a z � w DATE SEALED 5.dj 2 PROJECT MANAGER NELSON LANG DESIGN _ J DeVISSER DRAWN S BENTLEY CHECKED _ N.L. _ SEC 7 T 21 N. R 5 E. FILE NO _ A01-0023A—REV5.dwg DATE -AUG 16 2001 SCALE AS NOTED SHEET 2 of 5 FILE No AO1-0023A s i o3 D ►73(m 9 1 y i..: - .-1,�'. k , Y I. , . • L .I ..,,., N N. x A e: od trt � I I I I dY I, YX.I � I Y 11 I z u I I^ u i P le' 19 I I� f t' Iny ,� II ' .a.11 r ". I I' I I I' I I I I• I r� -" M9iq 1c, I �I .♦ 1 I �{ _,. , ., 4. ,r.. .�4,1, CONTROL�Ilc , I'I SIDEWALK ATINSTALL SILT C NTROL F CE D / W ALONG FULL SITE PERIMETER BEHIND ROLL-OVE R R v 1#9 AS PER CITY OF AUBURN EMERGENCY O-VE-R-F-LO-W-L CURB TO BE MIN 6" " STD DETAIL DEV-6. TYP THICK r191 ( ) ROUTE LV4 EXIST. SMH SMHRIM 5230 -b .: r� ,.rY 2L�'I °.82 k I - NV S 49.50 E�4'f L o ° +T a >a �*' °•W I 140, 51.41 IIVV E 49.65 ti ROLLED CUi Ir„�Yy�WA.d"' 'L4k 9 Y� 5 Fb T W A I• • Y i' .� I(+41 Y v J .� _. -, MI � r �i ruR8 v_ dq I� . I I PPP IYI I34 I I I�P IN[X W:r `fin L MI ''91 % i01 n pp mg 'yp' P I li I��I �IZ"I�'�mlx F,1.� •.x e'. ''��' II 91 t'� 1 � „� I I .Wnh'14 Ni W 1 4� III r 1 1 i $ �I� 1 I �� I� ` • t YIIr��@ LANDSCAPING TO MEET EXISTING GRADE AT PROPERTY LINE TYP CONSTRUCTION ENTRANCE AS PER CITY OF AUBURN STD DETAIL DEV-5 AND DETAIL THIS SHEET EXIST. POLE MOUNTED STREET LIGHT r I 11 k'' k I d � Ip ! K I r I t fi I t I 71 aI � Ir l x I r I I I I t X wt'"�I RANGE 51 LF-1ST W. . N. W. 114 SEA' 7, TP 21 s' 110 f 1 III ems. I v II p„I al n b IRM 7 PROPOSED 5' WIDE CONIC ', 4"-8" QUARRY SPALLS SIDEWALK ALONG AS PER �T MIN. 12" THICK CITY STD. DWG, STSW-2 I TO BE BUILT WITH PHASEvfix,.k, Q II t EXIST, SMH RIM 52.30 INV > INV E_49.65 E STREET N. E. III O`LED c`R'3 - - CONSTRUCTION ENTRANCE DETAIL ISCALE: 1 "=20' ��1 \� ;s ��� LANDSCAPED /$REA `�v LANDSCAPED AREA ^" i 4J y€ a� �I, r BLDG 1 P OP. 4' WIDE BLDG 8 it CONC W LK (TYP) B 5 �- CB 2 CB 3 L y RIM 54.45 h�o FFE RIM 40 h� - hey FFE JIB 5455 . )' T R T 54 85 54 95 77\ NCRE ° $� �0� \� r s�9 9 MAXIMUM HEIGHT 18" \, I � S I, $ 12 _ - "� I - - 1 fi2.5' 15" STORM Q 0.25% 156.0° STORM C� 0.25%- �.,II -°----- -- -- - - o ah \ 6LANDS� AP T T S I0 �� \� EXISTING GRADEOAMEE u I i ° ', PROPERTY LINE TYP l 55'5C145 - h ( ) I li III , v v CD d( o - `- iI BLDG 2 �I i� FFE° - RIDGE LY As3s _.-.._ ___ RIDGE I I RIDGE �� 54.85 55F35 S3 S�SSS LDG 7 / BLDG 5 BLDG 6 �° FFE Sq to BLDG 4 0� � „vWF+ w / ❑ 8 / A s 4 CATCHBASIN PRQ 10 ti 54.85 S--� BLDG 3� 55FF-�35 55�55 ;` �� r' SCREENING AM) TREN HING a � -- ri M - FFE _ I <rI 10 WIDE ASPHALT AS CITY OF AU URN _I h h 55.55 LEVELING STRIP;' ALLY CB'S IDURING GRADING L "�]. R M_`�4.45 r TO MEET GRADES ( -_ CRBIM 6 AT OVE vERTIC CURBOPERATIONS) 20 CONT!1 ST) RIM 55.00 RHEAp DOORS 00 1! N t, - -- - _ - a ' -�• 5%- �- r >•el 110 h�'__ 46- �� S3 I 55 f CONCRETE LXTRIOED CURS sT s PVC SANITARY @ 2 h X J BUf1 btNG RESTRICTION LINE / EXIST. 8'm PVC SANITARY �ABAI�I�OCNEG� - -"x - ¢ _ -�+ -/-__ _,_Q -„_ EXIST. 8'•d P C SANITARY Q 0.24% �_ EXIST. a �/ - III___ - - , �11', bS 'O o �� f TIi o- .,- o✓ ^ ,off. i',. �°I �h ht°j�o EX15T 120 P\'r cpNl.R-Y - _ _c- \�'''' _'�._-.-- ____ __- - __. -__ _.j ___. -.-_-- -.__ _._ I"--.95 11 _. - I i /per - - - -- g9 - -- -- --- Q - - ---- -- �:I�r _ \RAINA.GE & UTILITY I ASEMEN1 _. � C �hh #�409 3MH #x1509- MIT i/ \ EXIST. SMH - f \ EXSC9_S]MH i yl n # 509-02 y # ',yp.�, L ;,y,� RIM �5 77 RIM 55.B6 RIM 55,78 r,R1M 58. �syj�i:l'I" $18 rj"r�r,N+'�A''!tSI dr INV N 47 97 INV 48.26. I I INV 47.0 EXIST, SMH. _ INV N 48.28 c� .. INV 5 47.87 INV W 48.18 w -- °..., RIM 54.61 ^^ *' � SAN/STORM CROSSING { " r �I mt INV N 4'8.61 ' TOP OF SAN 49.40' .� Y INV S 48.51 - I BOTTOM OF STORM 50.53' -�-_ 1J3' � I 'Ik.,. I>r-" !)Sf> � a� LJ,j SITE PLAN SCALE: 1 "=40' DEVELOPER: AVIATION PROPERTIES INC. Mr. BILL VANDENBERG P.O. BOX 68 20465 DOUGLAS CRESCENT LANGLEY, BC CANADA V3A 4B6 TEL: 604-813-2219 FAX: 604-576-2230 STORM MANHOLE INVERT DATA MH No. RIM ELEV INVERTS TYPE D1 54.90 N 49,53 60"0 S 49.53 MIN. E 50.55 CB1 54.45 W 50.75 TYPE 1 E 50.75 CB2 54.45 W 51.11 TYPE 2 S 51.15 48"0 C83 54.40 N 51.55 TYPE 2 S 51.55 48"0 W 51.60 CB4 55.00 N 51.96 TYPE 1 CB5 54.55 W 51.95 TYPE 2 S 51.95 48"0 C136 55.20 N 52.30 TYPE 1 0 ESTIMATED EARTHWORK VOLUMES: Amount of Excavation: 1350 cu.yds. Amount Exported: 1350 cu.yds. Amount of Fill: 6800 cu.yds. Maximum Depth of Excavation: 2 ft. Maximum Fill Slope: 1 % Maximum I e: Cut Slope: p 2% NOTES: ALL CATCH BASINS SHALL BE TYPE 1 OR TYPE 2 - CITY OF AUBURN AS LISTED IN TABLE THIS SHEET CATCHBASINS SHALL BE SET LOW DURING CONSTRUCTION PERIOD AND BE SURROUNDED WITH HAY BALES TO CREATE SMALL DETENTION PONDS STORM SEWERS TO BE PVC SDR 35 PAVEMENT STRUCTURE AS PER GEOTECHNICAL REPORT BY SOIL & ENVIRONMENTAL ENGINEERS, INC. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY - DATE: TITLE /POSITION CONFIRMED BY CITY: - - DATE: -- PROJECT REF: FAC # 01-0025 / GRA # 01-0033 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: �,ww�• S DATE APPROVED: 3f//�bZ A ¢ �O rn 0O OD �O N N O N N O N N H 2 J a LY W 4 Z a r Z X Li 5 l Y 0 W W n M m W O N '- O Q Z - Y L U Z Ln Z Lo Q W a w d c� a J .- e 039 0 l7 1 6 T 1 {t AW'T " f 1 II �R"f k• tr,. � -A� � r 1 F? 1.- ri I1 'kT�qqI �} I 11u, .OAIISi 1� '1 �4 �., IGIi 1WRhe I F x� v aR l@Sol:; 1 t a ,,r,. h k �v RANGE EAST W.M. .l fi �1 I� t 9 d k i ry I'I ti �� 1k m a"�,� ! Sm Itrlll .f a I ,( 1r' y t"t f ! IYMIN L;1, I �i N Wo 114 SEC 7, TP 21 N gat r G,f.r �•r � I I :: 1 I k r � a L Y�. �' 31 , n ��, � � i; d�yflTi�� W°mhk.�' br F ,:'.:...� 1, c...Y ro.:,; . I r . e!rn L; 1, A 1• ' IN i �IC�I. 1 . ... � + `!. ,I. ; - .1 • ,. ::.: .. � ... All � , .b •A 1 1 �C° GI,.:y II .1' ?' i! .y , 1 1, 'a !'I x 7 I;',��'I;, S.I. •i: ;. o- rl.. .. i.¢ °�hg �•.+ S I � •'m �I% ". �:..,.. r:., ...r .., I�,� I rl, r� r .�,w.. "i'�'V � Itar �k3h I "�1�ec:I �.p' yak 1 'y{• .ii ' � � ii.. l ' { 1.1 �SdL t k z 1 .�: '�P'�' P Fd:�. a.,. • ��I 8f E 4 t "I 1 I F -�� ., li... ' al 5.iY� �+I'I ri �: i F ��II �`, �., I � • e.� r" r :.. Nk¢ ii^`I l.^E ! �[ 7 r I�� �� 1, (: Ip k '�, � ,. ,� �Y`r IR + 'W f:1. ..r gLT I• •,1 a. '' zi... b r ,., �I. 1. t', LANDSCAPING TO MEET EXISTING GRADE AT t z I w Z PROPERTY LINE TYP » INSTALL SILT CONTROL FENCE SIDEWALK AT D/1V � CONSTRUCTION ENTRANCE PROPOSED 5' WIDE CONIC a t 4 -8 QUARRY SPACES MIN. 12 THICK ALONG FULL SITE PERIMETER BEHIND ROLL-OVER a `i AS PER CITY OF AUBURN SIDEWALK ALONG AS PER �p` 701 AS PER CITY OF AUBURN EMERGENCY OVERFLOW CURB TO BE MIN 6" STD DETAIL DEV-5 CITY STD. DWG. STSW-2 601 STD DETAIL DEV-6. (TYP) ROUTE THICK AND DETAIL THIS SHEET TO BE BUILT WITH PHASE 1 EXIST. SMH EXIST. SMHIh ,f EXIST. SMH RIM 52.30 EXIST. POLE MOUNTED RIM 52.30 , », RIM 9 82 wv s 49.50 STREET LIGHT NV 5 49A. 6P.50 > > STREET T111 5 -10 INV 49,82 INV E 49.65 INV E 49.65 E S I R E E I N.E.NE ROLLED C" CONSTRUCTION ENTRANCE DETAIL - -- 64h�1 00 �O �y0 ---�--- __J 25'-10»' ��i � SCALE: 1 =20 \ 5^6 ALL CURB 16 O^' rL�... 7� , ��. �S,`? o� hOLLED R 5`I'� NDSCAPED REA ., LANDSCAPED AREA I rr bi A I BLDG 6 A 7 e 7 LU� P P. 4' WIDE'I IM 5 a, E / STORM MANHOLE INVERT DATA CONC WALK TYP ,ey CB .// 5 85 CB 3 p� RIDG vE ra/ �\ RIM �° RIM 54.35 ti,. 4,8 h9 ' 4. MAX Mdo RETE UM HEIGHT 18G WALL \ ` sA �a �� ♦ �M Ike •�. _ g Cq tfi+'I' - 15"0 TORM O G725% Irk e 9 r- 12 0, 'TORM Or 0.25% 4.6\ 0.23 lM.o �� 0.33 e w 0 / 4 I s 5.3 CB 5� 5.3 I 5.5 5.5 LANDSCAPING TO MEET 8 g I RIM 54.E I EXISTING GRADE AT / Se PROPERTY LINE TYP ��y0 / R tiI �t c�i O 5� 1 wI // C \\ / ® f 1! y III C o� ��I hti �I ss _ (n BLDG 5 1� BLDG RICI�E BLDG 3 -RICGE - G 2 RI GE w %IRIDGEe >_� aI 5 s� �I BLD 1 is a � co o_ *0_ 54.85 ! 1_ FIFE � I I I � - FFE CATCHBASIN PR O b- I 54.85 i+�I nr I I I SCREENING A TIRE HING ly �+ � p w ASP ITY OF AU URN\�1 rI � DETAIL DEV-7 TYPICAL ALL CB'S DURING G ADING ' r OPERATIONS -E VERTIC CURB (CONT ES EAST) 2 S Z� s- 0/ CB 6 8� 52 CONCRETE EXTRODED CURB CB 1 0 1 \ CB 4 RIM 5 RIM 562D 4,s I RIM 54.52 5� S3 5 z � ,Not A 1 1 o-' rT 14, ' I ; sr � fi :.r" I �II � ; r `� '"�w v , y:: a- 1 i ° JIY���I✓� � 0: 10' WIDE ASPHAL LEVELING STRIP ,I T T 0 MEET GRA S AT OVERHEA DOORS ., \ J E �° ESTIMATED EARTHWORKVOLUMES: e t Amount of Excavation: 1350 cu.yds. TYPICAL 0 ALL p. Amount Exported: 1350 cu.yds. STORM C ECTIONs Amount of Fill: 6800 cu.yds. Maximum Depth of Excavation: 2 ft.a�11. BUILDING RESTRICTION LINEMaximum Fill Slope: 1 % m Fvu '� �, �� �.�.. � •:i � ' - - .. I" . : , I . Maximum aximum c'u't sloPa 270 e�i g h� 6 ib1�9P� ��j Ir�'�,'�°Y� sl' , I6 s ,! � Ir � r � � 13�ijk%'•::: EXIST. 8'4 PVC SANITARY (ABANDONED) r' _ Q d XIST. 8" P C SANITARY ®0.24% EXIST. g �A h EXIST 12%PVr SAWfi� Ic ,RYSE9EF ,r. DRAINAGE & UTILITY EASEMENT_- - EXIST. SMH EXIST. SMH EXIST. SMH 409 33 # 509_01 # 509-02 - RIM 55.77 RIM 55.66 RIM 55.78 INV N 47.97 INV 48.26 INV N 48.28 EXIST. SMH ' > INV S 47.87 _ INV W 48.18 -- # 409-28 ,. ,. s fi RIM 54,61 INV N 48.61 SAN TORM CROSSING TOP OF SAN 49.40' + er,2; INV S 48.51 m BOTTOM OF STORM 50.52 �I CLEARANCE 1.12' SITE PLAN SCALE: 1 "=40' MH No. RIM ELEV INVERTS TYPE D1 5490 N 49. 000 Sy.77 S 49.52 MIN. E 50.5+. 7 CB1 5 W 50. E 1 •� E 50.';* $/ CB2 54.38 W 51.14 TYPE 2 S3.// S 51.39, 8to0 C83 4+35 N 51 6r? E 2 S9.47 S 51.H. 48to0 W 52.09 CB4 54.52 E 52.49 TYPE 1 CB5 54.W N 52.2EY rjrYPE 2 SySz S 52.7e r748"0 w 52.3? It CB6 55:80 E 52. TYPE 1 CB7 y�ees5 N 52.4a S'►YPE 2 S9.7• W 52.6+ s48to0 CB8 S&." E 53 D-4� TYPE 1 NOTES: ALL CATCH BASINS SHALL BE TYPE 1 OR 041 TYPE 2 - CITY OF AUBURN AS LISTED IN � ' �W E#XsT. SMH 12 - TABLE THIS SHEET *' "lN i ,Lrya Illk ¢ f21M 56.29 CATCHBASINS SHALL BE SET LOW DURING N I INV 47.09 �- WI CONSTRUCTION PERIOD AND BE SURROUNDED WITH HAY BALES TO CREATE SMALL DETENTION a PONDS ,r�7 . STORM SEWERS TO BE PVC SDR 35 I I I PAVEMENT STRUCTURE AS PER GEOTECHNICAL I I I REPORT BY SOIL & ENVIRONMENTAL ENGINEERS, INC. 1 REVISED DEVELOPER: AVIATION PROPERTIES INC. Mr. BILL VANDENBERG P.O. BOX 68 20465 DOUGLAS CRESCENT LANGLEY, BC CANADA V3A 4B6 TEL: 604-813-2219 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S_ STRUCTION RECORDS BY: 1 !9, Aleliirr 4 DATE: eF O TITLE/POSITION /"ro/it.% �/lyMtlr CONFIRMED BY CITY: DATE: PROJECT REF: FAC # 01-0025 / GRA # 01-0033 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Gp 11-z",L APPROVED BY: .QiVVa�� J4 DATE APPROVED: 1I 03() I?36, All ly- NOTE: DUE TO LIMITED AS CONSTRUCTED RECORD INFORMATION AVAILABLE OF EXISTING WATERMAINS AT TIE IN POINTS, THE CONTRACTOR SHALL VERIFY EXISTING LOCATION, GRADES AND FITTING LAYOUT AT EACH TIE IN POINT. FIELD EXPOSURE TO BE CARRIED OUT IN THE PRESENCE OF CITY OF AUBURN REPRESENTATIVE. DESIGN MAY REQUIRE MODIFICATION TO SUIT FIELD CONDITIONS. MINIMUM OF 120 VERTICAL CLEARANCE SHALL BE MAINTAINED AT ALL CROSSINGS BETWEEN THE PROPOSED WATERMAIN AND ANY OTHER UNDERGROUND UTILITY. ' 11f1�19 FiIv(6il'&�jl�K t. I:wvt,.k7id�R��(W�le L4Am ,r.4�•;P';v +�;�., i6 II �t.� I k EXISTING SEWER ,,— ETHA FOAM 220 NEW D.I. WATER \ A \- PACK WITH SAND TYPICAL PIPE CROSSING DETAIL FOR CLEARANCE LESS THAN 12" SCALE 1 N.W. 114 � SEC RANGE 5, EAS 7, TP T.W*M* NOTE: FOR WATERMAIN PROFILE AND SECTIONS AT CROSSINGS REFER TO SHEET 5 OF 5 DEVELOPER: RECORD DRAWING CERTIFICATION AVIATION PROPERTIES INC. THESE DRAWINGS CONFORM TO THE Mr. BILL VANDENBERG CONTRACTORS CONSTRUCTION RECORDS P.O. BOX 68 BY; low 20465 DOUGLAS CRESCENT LANGLEY, BC DATE: CANADA V3A 4B6 TITLE/POSITION erSeI �,r}y,�►ttr TEL: 604-813-2219 FAX: 604-576-2230 CONFIRMED BY CITY: DATE: 21 N, REVISED PROJECT REF: FAC # 01-0025 / ',RA # 01-0033 THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. LP- J-x4-VL APPROVED BY: DATE APPROVED: _ G a 9 C u a -7iii`� CID PZS�S ON �� O� MN MN NN NN W Z J cn 3 O w w o (n e' J d F- 1- N w w J a a _ Q Q z tW/S w m z 3 3 a N Ea j0O000 n Q NNaC9 . 00 N N ,t, N aD m 3 J 0 S F V' 0 U a�oEn'.? {Lr-wwW W � 0 c U �a> i cc w 3 a a 'w U i Z � � Lj m �0 CL �v< �z F-Q> ~z W00 Z� Qm Q,QQ Ora Q U N 1}I— QJ Qt�OOW U I-- dma X Ldw 5• J Q < Q o a-,CL c� w Z J Ld F— U DATE ,SEALFD n II PROJECT MANAGER NELSON LANG DESIGN J DeVISSER DRAWN S BENTLEY CHECKED N.L. SEC 7 T 21 N. R 5 E. FILE NO A01-0023A-REV5.dwo DATE AUG 16 2001 SCALE AS NOTED SHEET 4_ of 5 FILE No A01-0023A : ksmsim it 1 1731 WATERMAIN PROFILE SCALE: HOR 1" = 40' VER 1" = 4' E V. . I III -- , ------'------'--- -------- d� 55 -'--- ��� -- 55 55 55 __ _--- _-- __ low =' 0 0.15% Y Y 5050 — — — — — — — — -- — — — — — — Q Y L E N G I H AND J GRADE TO SUIT _ — - ---- _ _--- _Q I A EXIST. 36" SANITARY TIE—IN AT 25 —8 I a EXIST. 8° W/M 0.5$ , a z w a 4545 ¢5 Z- Z 45 Z 45 Z _ _- n _ g Y I.- �o __ ....._.. _ T_� m9 3 _ "Zml* SECTION 2 INFORMATION REGARDING EXISTING STORM AND SANITARY SEWERS SHOWN ON THESE DRAWINGS WAS COMPILED FROM SOME RECORD DRAWINGS COMBINED WITH SOME FIELD SURVEYS. ACTUAL CONDITIONS MAY VARY. ANY DEVIATIONS FROM THE DESIGN MUST BE RECORDED ACCURATELY DURING CONSTRUCTION. MINIMUM SEPARATION BETWEEN WATER AND STORM/SANITARY SEWERS SHALL NOT BE LESS THAN 12", UNLESS SPECIAL CONSTRUCTION METHODS AS SHOWN IN DETAIL ON SHEET 4 OF 5 IS APPLIED. T4 SECTION 3 (ALONG 2is0 WATER ROUTE) ro Yb � O ® N N O w IL 1= w W d' Iy C N J 5 as U Z _ of W d a x > W r o��� j0..E_ M M U �, QN IV N � C7 - LL[om 33-1 Va J - o-i v o E M N] �wW liI o W Na 0 ® j om o� ®' U NNQ� V) Z �- o _® ~ m U a z uj () W! a Z to UUi m W ®U MUM Z z Ld c > Q Z C` LLJ Z Q J m O z LLQ Crctoo6 0 et I NL CL Z J (o W Z Q _O x 0 Q U- Q m Z m I_ 5 J (If Li-Q w af Ld 3: z Ld �— U DATE SEALED - !�" o z z N q 2;RA �•5' .. �l�f..tcU PROJECT MANAGER NELSON LANG DESIGN _ J DeVISSER DRAWN S BENTLEY CHECKED - N.L. SEC 7 T 21 N. R 5 E. FILE NO A01-0023AJREV5.dw9 DATE _ AUG 16 2001 SCALE HOR. 1"- 40' VER.�4 SHEET 5_ of 5_ FILE NO A01-0023A o3 D 173� I>k"+. �"".:'kll'llixiSflA1�Y�IIr1�1�7iF11AaID'E:`"I�nC°14j!�^�:: 1, All f Y: 7.1 W I I: • _. a.,.. . I, .,.., I ,.:.. a ,P.. nm ' .... .s -y',.. i T , 1j, .°,�dIl�:'1: 1., :-,�I. ti °,� 1 � I '� vI �,..rJ.l �I �qp �I ! o-� 'r'':�,y,.,fi.�d ti,r� v7 ,,.^'�:. �,,g.'�.GPr,h`'�„+'� �we".ly4e�, �.:�{� L�.�' FI.f . „ d•,^,I.weI.;�.. :N�!!I :: 6 � li � _.,_., ,• �i�I!. �I tiw"� �`+1I:�I4� 1'r ^:"n,':, 3,.: :II�Ij . �l9 `rN �ry1I,^^.€.IYY.,I:Ir,:,,,.... #,E .F�,,,,',:'y.":.' : .. II 'ppRl!�V;I'g�iy.�Il:,.: e!P,. � ,I I1Y1."I, • II , � � 1I"I 1r�'I(kI I wYdjw1N , �I .m,y .,,r r+i',_,�.. �1 I ' ..t Ili- . . r•. , {Y TP 21 Nl. W. 1 4 SAC i CJ�� I it O RANGE �STW.M. 55 50 — - — w � -- 45 CIO of o 318.4'— 8"0 ® 0.18% of v* ,1i111�1�1'. 383.6— 8"0 ® 0.53% 00 y� w 91��. l�il.__, _... P°�°�11�+r'!1i?'!!!' ., . ,I -.. I '. .� ...,... .. . :'.wR:, ..lI .I. .r�_ y W.. :,.w:..,..l...„ N.y�MI`'b.VI.Ir 19�p':_ (i ] .. I I . m' �npI. , ,K, � , �.C... , , :I.t.p_.„r I I{r ;.y_•:�. ,,-";.,� ,.: �vq�*,w,.4 I..;I:�I�.,.r,r �Y1��IIJI�rN. I v , MAIN . ,.., ..'. 1111.r'. PROFILE s, r SCALE: HOR 1 = 40r gq� I � n ' I I ,'i : 3', pw „ f 3 y :, VER 1 — ,! 9 a; l I — 4 !:.>,. ^.li ra• w'`;: F-"„`•: I '' ` --:,; mw. , 61 IC:L.. .[I 1i, lF 4I d`' p?t`1I Ip, {: Fs! J' A,r,. �. L€•'I .,u., �i ,h;n,..+e., ,., r . 'L. F,,Y ' All il�,✓ {�?:a ,I a s tu'i r _ L.. ..:.. Iy, u n,r A Yfl 1P•., 6 I w,s .,4a rm � jyy� � h , 4 ., imamI .:. ..:. i c, , :: .. �, -, F.. � ,I .. , ;...: 2 1. : :,, I ..:,. ,: I !"'i,.+i: .fli• .�,, , .. 1: � I y I Ik'Y :: I , �e. •. ! L. i r:, r"�., ' , '� a•�y�ppyyp9+1 L: + � [I , aI ; I I , . �. ... o � ow { r. i W _ __ .J V F r k -i`•:' I.r r` - -. - -. — _ AR P -.. ,. _ � ti \ / i- — ,� — m ^ � _ ,fir al 55 *` �5_ 55 55 -_—_— 55 ,I Ili 14 U I a Jww«1H,w, 76.3'-2000 9 21 T 2000 E 1 rw �,.. ®3.18% �'t III ^y w 50 I y _ _ _ I fl - Cn. IC:Pr6 Iv ~ Y ^ t - �Q_. _ 50 - _ 5050 malls �fl r ,45' BENDS -. 1 TIE-IN AT / _..- ..... 1��_- - �. I 'n Q 4-6 45 -- — - - -. — _ -- \ d c,nl a (BENDS w I EXIST. 8" w dd - i I EXIST. 36" SANITARY BENDS _ — - - — — t 45 � 45 ;,. r 145 4 ..�..,.„,•I�,t, .. — --- - _- —— Z .._ I i u — z In o t ¢ I cr, ¢ � W 1 N — 5 In N N � n - - _._.... -.. ._ a- — f II: Z _.-. - on N SECTION I Ig SECTION 2 SECTION 3 ALONG 2"0 WATER ROUTE I ��I I � � MefAR. I [; I�I• I IiY� 9 ^ ,J Pl .,• - I t, W 9 t I t I �IkP - bFl °:� a. II#H r'll I_ A4-�IR I�1111Y `I ICI ^fi , 11N `m^MnUtulro if :. ,r I' I Y ':�. .I,e .+' IIY�:Y.�, ,. . { .'`'i I, •'.,, : ...:,.: 4 +lu s!ny., .( IL. , ..: -.� r� , , •y �pI I qn � I a - •„:.. I , AwIll I.:,gk .:. y ii I 11 ..,. , a ' , ,.,Iw, . I Y '� h� W�I�I:W4 oil +' ... ��., I A Y.1, tl l '_'."P l' '"/"� : fib} i1 .. �r■■I� I -- '_".''' .I I ».5,. � I � I 1 �4t.,�. o I III !� {.'. ' . �y:. w idSN�. Fill— Z SECTION 4 I IC� r k Z_ -1,7 f� U.-."�11' I ,. I� Y I e aD O z LO in J J w 00 w w P SECTION 5 rieel. l lyd �{�F• � LLdl 1rlrll I �I I 11 w YGIyY girl II„rt��' DEVELOPER: AVIATION PROPERTIES INC. Mr. BILL VANDENBERG P.O. BOX 68 20465 DOUGLAS CRESCENT LANGLEY, BC CANADA V3A 4136 TEL: 604-813-2219 FAX: 604-576-2230 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACT'S CONSTRUCTION RECORDS BY: /r%I "4w DATE: ! ?'p3 — - -- TITLE/POSITION �.�ii.11 E.s -r-el F CONFIRMED BY CITY: _ DATE: ii PROJECT REF: FAC # 01-0025 / GRA # 01-0033 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS, APPROVED BY: DATE APPROVED: I �a �00 � o �04 ON r'7N NN w Z r- J 1n ~ _ � W s I p z Q J o c N ~ � W Li J Q F V) W U to Z O U N cn 5 w Eke w w 10 N �I ONY0 j o0 0, °O � a� . NN m m 3 J 00 d S t00 F °CD f _ Z U o J w 0 W a r^J 0 c 3 Jac) om 470 01 o� O � N N¢> Z O o I— � F— U Q U Ed z(nm cwnQ v U) w� Z z Lv > Q ~ J l 0 0 � Jm ®Lr) z li B co 0 c m J O 00 (0 W Z Q f— x C) Q i Q m z J Q Q O w of 0- V Q 1— W U DATE PROJECT MANAGER NELSON LANG DESIGN J DeVISSER DRAWN S BENTLEY CHECKED N.L.__ SEC _ __ T 21 N, R 5 E. FILE NO A01-0023A-REV5.dwg DATE AUG 16 2001 SCALE HOR. 1"= 40' SHEET —1 of 5 FILE No A01-0023A L, �.�Iimr��id�x��l��t h ��„1,:.1 I■I�I�o�L,�iL�� �, : ��r I`' , P III k�I till 03 ,D 1`73 1 LEGEND EXISTING PROPOSED -0- UTILITY POLE GUY ANCHOR 6 GAS VALVE 10 TELEPHONE RISER ® WATER METER D4 H WATER VALVE c� 9- FlRE HYDRANT ■ CATCH BASIN STORM DRAIN MANHOLE SANITARY SEWER MANHOLE • 36" DIA. COTTONWOOD TREE 5.55 GROUND ELEVATION 1515 LEGAL DESCRIPTION LOCATED IN THE N.W. 114, OF THE N.W. 114, OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. LEGAL DESCRIPTION: (AS PROVIDED BY CLIENT.) LEASE AREA NORTH OF 23RD STREET N.E. BETWEEN "D" AND "E". THAT PORTION OF LOTS 22, 23, 24, 25, 26 AND 27 OF MARDEL ADDITION NO. 2 AS RECORDED IN VOLUME 79 OF PLATS, PAGE 1, RECORDS OF KING COUNTY, WASHINGTON, TOGETHER WITH THAT PORTION OF "D" STREET N.E. AS SHOWN ON SAID PLAT OF MARDEL ADDITION NO. 2; QUIT CLAIMED TO THE CITY OF AUBURN AIRPORT DEPARTMENT AS RECORDED UNDER AUDITOR'S FILE NO. 8211050440 AND SURPLUSED BY CITY OF AUBURN RESOLUTION NO. 1730, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID MARDEL ADDITION NO. 2; THENCE SOUTH 89'21 ' 15" EAST ALONG THE NORTH BOUNDARY OF SAID MARDEL ADDITION NO. 2 A DISTANCE OF 303.80 FEET; THENCE SOUTH 00'31 '30" WEST, 484.07 FEET, THENCE NORTH 88' 58'22" WEST, 309.37 FEET TO A POINT LOCATED 307.5 FEET EAST, MEASURED AT RIGHT ANGLES OF THE PAINTED CENTERLINE OF THE MAIN RUNWAY FOR THE CITY OF AUBURN AIRPORT; THENCE NORTH 00'39'04" EAST ALONG A LINE PARALLEL WITH SAID PAINTED CENTERLINE OF MAIN RUNWAY, 482.01 FEET; THENCE SOUTH 80'21'15" EAST (N89'01'36"E CALC.), 4.49 FEET TO THE POINT OF BEGINNING. CONTAINING 149,175 SQUARE FEET MORE OR LESS. (3.425 ACRES) BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE MONUMENTED CENTERLINE OF "E" STREET (AUBURN WAY NORTH), BEING SOUTH 00'59'00" EAST, AS SHOWN ON THE PLAT. "MARDEL ADDITION DIVISION NO. 2". RECORDED IN VOLUME 79 OF PLATS AT PAGE 1, RECORDS OF KING COUNTY, WASHINGTON. PARCEL NUMBER 514320-0070 DEVELOPER AVIATION PROPERTIES INC. P.O. BOX 68 20465 DOUGLAS CRESCENT LANGLEY, BRITISH COLUMBIA CANADA TEL. 604-813-2219 FAX. 604-576-2230 CONTACT: MR. BILL VANDENBERG CIVIL ENGINEER WEDLER ENGINEERING LTD. 204-2790 GLADWIN ROAD ABBOTSFORD, BRITISH COLUMBIA CANADA TEL. 604-852-7300 FAX. 604-852- 7302 CONTACT: MR. NELSON LANG SURVEYOR CRAMER NORTHWEST, Inc. 945 N. CENTRAL AVE, SUITE # 104 KENT, WA 98032 TEL 253-852-4880 FAX: 253-852-4995 CONTACT: MR. JEFF OTTERSON BENCHMARK (NVGD 29) CITY BENCHMARK 24-4 PI MONUMENT AT THE CENTRELINE 26th STREET NE, FIRST MONUMENT WEST OF AUBURN WAY NORTH ELEVATION 53.10' (NVGD 29) CONTOUR INTERVAL: 2.00 U.S. FEET N. W. 114 RANGE 5, SEC 71. TP EAST W.M. 21 N, Z N N 'E' STREET N.E. 4 { I { w I' Z I { I' N 1 I I t tJ I AUBURN MUNICIPAL AIRPORT LOCATION PLAN SCALE: 1 "=100' GENERAL CONSTRUCTION NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" (2000%LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND 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 (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. CONSTRUCTION SEQUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424-5555) 2. HOLD PRECONSTRUCTION CONFERENCE WITH CITY OF AUBURN 3. INSTALL TEMPORARY SILTATION CONTROL FENCE AROUND FULL SITE PERIMETER. 4. CONSTRUCT STORM SEWERS AND CATCHBASINS, LEAVING CATCHBASINS LOW, SURROUNDED BY HAYBALES. INSTALL CATCHBASIN PROTECTION SCREENING AND TRENCHING AS SPECIFIED ON SHEET 02. 5. CALL CITY OF AUBURN FOR INSPECTION. 6. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 7. GRADE PROJECT TO PLAN GRADES AS SHOWN ON SHEET 02. 8. INSTALL ALL SANITARY SEWER CONNECTIONS AS SHOWN ON SHEET 03. 9. INSTALL WATER SYSTEM , AS SHOWN ON SHEET 03. 10. CLEAN CATCHBASINS BY REMOVING SEDIMENT AND DEBRIS. 11. INSTALL PAVEMENT AND SIDEWALKS. 12. INSTALL LANDSCAPE WORKS 13. VERIFY STABILIZATION OF SITE. 14. CALL CITY OF AUBURN FOR SITE INSPECTION. DEVELOPER: AVIATION PROPERTIES INC. Mr. BILL VANDENBERG P.O. BOX 68 20465 DOUGLAS CRESCENT LANGLEY, BC CANADA V3A 4B6 TEL: 604-813-2219 FAX: 604-576-2230 VICINITY MAP SCALE 1 "=2500' SHEET INDEX: 1) COVER SHEET 2) SITE PLAN AND PHASING eolo 3) STORM DRAINAGE AND GRADING 4) WATER AND SANITARY WORKS 5) WATERMAIN PROFILE AND SECTIONS L1) LANDSCAPING ULM RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION CONFIRMED BY CITY: DATE: REVISED PROJECT REF: FAC # 01-0025 / GRA # 01-0033 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Gr i-14-41L APPROVED BY: ., DATE APPROVED: Z. O r m p'-S-0,7,0 - Go Oloa O� tM M tOo N N (14 N CA F- J a K L w a Zo � ~ w F d Z Z Of w U F- J o Q m O C z 0- Q Z J `` a a Ld _ (n U Li\ Z w Q N Z 5 5 I Q 0 Of w a z > w ti) st N ON Ea O O O 05 Q N Lo Q) 00 00 J row a5 oo O Idil "xJ ��Ew imm 0 6ldW�- 6 Jo O _2 0) ZCN o� N - I O 0 ��� CJ Q> ry 0 Lj J Q Z LJ = Z (10� m of D W Q I 0 U t _J U LL U B Ld I- W� V)m W V) Of ULd s > Q C 0 Q W p © z (o 0 C:L d- 0C CV m 0 000 }' W X� Q m Q J Q O CL LiJ J U PROJECT MANAGER NELSON LANG DESIGN J DeVISSER DRAWN S BENTLEY CHECKED N.L. SEC 7 T 21 N. R 5 E. FILE NO A01-0023A-REV5.dwg DATE AUG 16 2001 SCALE AS NOTED SHEET 1_ of 5_ FILE NO A01-0023A I aosOq 0101736 LEGEND EXISTING PROPOSED UTILITY POLE E- GUY ANCHOR ® GAS VALVE Fil TELEPHONE RISER ® WATER METER D4 H WATER VALVE �?- FIRE HYDRANT CATCH BASIN STORM DRAIN MANHOLE 0 SANITARY SEWER MANHOLE 0 36" DIA. COTTONWOOD TREE 55 55.55 GROUND ELEVATION y15 LEGAL DESCRIPTION LOCATED IN THE N.W. 114, OF THE N.W. 114, OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. LEGAL DESCRIPTION: (AS PROVIDED BY CLIENT.) LEASE AREA NORTH OF 23RD STREET N.E. BETWEEN "D" AND "E". THAT PORTION OF LOTS 22, 23, 24, 25, 26 AND 27 OF MARDEL ADDITION NO. 2 AS RECORDED IN VOLUME 79 OF PLATS, PAGE 1, RECORDS OF KING COUNTY, WASHINGTON, TOGETHER WITH THAT PORTION OF "D" STREET N.E. AS SHOWN ON SAID PLAT OF MARDEL ADDITION NO. 2; QUIT CLAIMED TO THE CITY OF AUBURN AIRPORT DEPARTMENT AS RECORDED UNDER AUDITOR'S FILE NO. 8211050440 AND SURPLUSED BY CITY OF AUBURN RESOLUTION NO. 1730, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID MARDEL ADDITION NO. 2; THENCE SOUTH 89'21 ' 15" EAST ALONG THE NORTH BOUNDARY OF SAID MARDEL ADDITION NO. 2 A DISTANCE OF 303.80 FEET, THENCE SOUTH 00'31 '30" WEST, 484.07 FEET; THENCE NORTH 88- 58'22" WEST, 309.37 FEET TO A POINT LOCATED 307.5 FEET EAST, MEASURED AT RIGHT ANGLES OF THE PAINTED CENTERLINE OF THE MAIN RUNWAY FOR THE CITY OF AUBURN AIRPORT, THENCE NORTH 00'39'04" EAST ALONG A LINE PARALLEL WITH SAID PAINTED CENTERLINE OF MAIN RUNWAY, 482.01 FEET, THENCE SOUTH 80'21 ' 15" EAST (N89'01 '36 "E CALC.), 4.49 FEET TO THE POINT OF BEGINNING. CONTAINING 149,175 SQUARE FEET MORE OR LESS. (3.425 ACRES) BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE MONUMENTED CENTERLINE OF "E" STREET (AUBURN WAY NORTH), BEING SOUTH 00'59'00" EAST, AS SHOWN ON THE PLAT: "MARDEL ADDITION DIVISION NO. 2", RECORDED IN VOLUME 79 OF PLATS AT PAGE 1, RECORDS OF KING COUNTY, WASHINGTON. PARCEL NUMBER 514320-0070 DEVELOPER AVIATION PROPERTIES INC. P.O. BOX 68 20465 DOUGLAS CRESCENT LANGLEY, BRITISH COLUMBIA CANADA TEL. 604-813-2219 FAX. 604-576-2230 CONTACT. MR. BILL VANDENBERG CIVIL ENGINEER WEDLER ENGINEERING LTD. 204-2790 GLADWIN ROAD ABBOTSFORD, BRITISH COLUMBIA CANADA TEL. 604 -852- 7300 FAX. 604-852- 7302 CONTACT. MR. NELSON LANG SURVEYOR CRAMER NORTHWEST, Inc. 945 N. CENTRAL AVE, SUITE # 104 KENT, WA 98032 TEL. 253-852-4880 FAX: 253-852-4995 CONTACT. MR. JEFF OTTERSON BENCHMARK (NVGD 29) CITY BENCHMARK 24-4 PI MONUMENT AT THE CENTRELINE 26th STREET NE, FIRST MONUMENT WEST OF AUBURN WAY NORTH ELEVATION 53.10' (NVGD 29) CONTOUR INTERVAL: 2.00 U.S. FEET N. W. 114 RANGE 5, SEC 7, TP 21 N, EAST W.M. LOCATION PLAN SCALE: 1 "=100' GENERAL CONSTRUCTION NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4, LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND 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 (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. CONSTRUCTION SEQUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1- 800- 424- 5555) 2. HOLD PRECONSTRUCTION CONFERENCE WITH CITY OF AUBURN 3. INSTALL TEMPORARY SILTATION CONTROL FENCE AROUND FULL SITE PERIMETER. 4. CONSTRUCT STORM SEWERS AND CATCHBASINS, LEAVING CATCHBASINS LOW, SURROUNDED BY HAYBALES. INSTALL CATCHBASIN PROTECTION SCREENING AND TRENCHING AS SPECIFIED ON SHEET 02. 5. CALL CITY OF AUBURN FOR INSPECTION. 6. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 7. GRADE PROJECT TO PLAN GRADES AS SHOWN ON SHEET 02. 8, INSTALL ALL SANITARY SEWER CONNECTIONS AS SHOWN ON SHEET 03. 9, INSTALL WATER SYSTEM , AS SHOWN ON SHEET 03, 10. CLEAN CATCHBASINS BY REMOVING SEDIMENT AND DEBRIS. 11. INSTALL PAVEMENT AND SIDEWALKS. 12. INSTALL LANDSCAPE WORKS 13, VERIFY STABILIZATION OF SITE. 14. CALL CITY OF AUBURN FOR SITE INSPECTION. DEVELOPER: AVIATION PROPERTIES INC. Mr. BILL VANDENBERG P.O. BOX 68 20465 DOUGLAS CRESCENT LANGLEY, BC CANADA V3A 4136 TEL: 604-813-2219 FAX: 604-576-2230 VICINITY MAP SCALE 1 "=2500' SHEET INDEX: 1) COVER SHEET 2) SITE PLAN AND PHASING 3) STORM DRAINAGE AND GRADING 4) WATER AND SANITARY WORKS 5) WATERMAIN PROFILE AND SECTIONS L1) LANDSCAPING RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS B Y: - DATE: TITLE/POSITION CONFIRMED BY CITY: DATE: E PROJECT REF: FAC # 01-0025 / GRA #t< 01-0033 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. cr APPROVED BY: - DATE APPROVED: V416 r _ r m 0o �o 0o 00 0a N co N N C14O O N CA H g J IL w Q Z ~ w z z d uj � Li � Um J CW� p N 0 z d N J a V) LLjm z OU L a Z Ld w W tY w 0 z > w M N P 03 173( Z SITE PLAN SCALE: 1 "=40' N. W. 114 RANGE 5, DEVELOPER: AVIATION PROPERTIES INC. Mr. BILL VANDENBERG P.O. BOX 68 20465 DOUGLAS CRESCENT LANGLEY, BC CANADA V3A 4136 TEL: 604-813-2219 FAX: 604-576-2230 i SEC 7, TP EAST W.M. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS DATE: TITLE/POSITION CONFIRMED BY CITY: DATE: 21 N, LOT AREA DATA LOT AREA 147,766 sq ft LANDSCAPE AREA 9020 sq ft PAVED AREA 76,555 sq ft BUILDING AREA 59,239 sq ft NUMBER OF UNITS 47 PARKING PROVIDED 11 STALLS MAX. BLD HEIGHT 23 ft REVISED PROJECT REF: FAC # 01-0025 / GRA # 01-0033 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Gf 1-t4_02 APPROVED BY: DATE APPROVED: m Q \� \o �O �0o `O ® a N N N n N C N N w d W W Q Cl z (L F_ Q S O 0 Z 2 W a_ v a W CL W m W tal Z m LLJ 0Z O ir Z H _ 04 J 5 Ld W 42 D Q LLJ �n �W \ \` Y U Z Ld U)Ld V) Z Q W W W 0 W � W Of w (D V3 d 0 z Ld a 0 � ON E� O O p O Q�1 � NN�C7 ldS O O `O Z f1 u � Q D J - � o Ej W LL. ld D � -:4' 7 O ap N U0Q> U) o � n� 00 a 0 (' Q U w zQ z�m w ,� U V U < Z w Uj > ® Z w Q D n 0 Q m ® Z Q < r U z I ® CD J z © 00 c0 w _ !— x m Q J V) l Q O Q J L,J f— U DATE SEALED as / 21 / g¢ ��r PROJECT MANAGER NELSON LANG _ DESIGN J DeVISSER DRAWN S BENTLEY CHECKED N.L. SEC 7 T 21 N. R 5 E. FILE No A01—a023A-REV5.dwg DATE AUG 16 2001 SCALE AS NOTED SHEET 2_ of 5 FILE No A01-0023A m7 D 173(m INSTALL SILT CONTROL FENCE SIDEWALK AT D/W ALONG FULL SITE PERIMETER BEHIND ROLL-OVER AS PER CITY OF AUBURN EMERGENCY OVERFLOW CURB TO BE MIN 6" STD DETAIL DEV-6. (TYP) ROUTE THICK L T. SMH EXIST, SMH 52.30 RIM 52.24 S 49.50 INV 49.82 E 49.65 h �- ROLLED CU _ lo ALL CURB ,�a ANDSCAPED REA 5 w 5 - w cn BLDG 1 i CB �51.4�5 �± o FFE I CB 3 a RIM ` ��' S4.85 RIM .40 CONCRETE RETAINING WALL MAXIMUM HEIGHT 18" \ c,34 RANGE 5, N. W. I/A 4 I � I SITE PLAN SCALE: 1 "=40' DEVELOPER: AVIATION PROPERTIES INC. Mr. BILL VANDENBERG P.O. BOX 68 20465 DOUGLAS CRESCENT LANGLEY, BC CANADA V3A 4136 TEL: 604-813-2219 FAX: 604- 576-2230 EAS SEC T W.M. 71 TP 21 NP CONSTRUCTION ENTRANCE DETAIL SCALE: 1 "=20' STORM MANHOLE INVERT DATA MH No. RIM ELEV INVERTS TYPE D1 54.90 N 49.53 60"0 S 49.53 MIN. E 50.55 C131 54.45 W 50.75 TYPE 1 E 50.75 C132 54.45 W 51.11 TYPE 2 S 51.15 48"0 CB3 54.40 N 51.55 TYPE 2 S 51.55 48" 0 W 51.60 C64 55.00 N 51.96 TYPE 1 CB5 54.55 W 51.95 TYPE 2 S 51.95 48"0 CB6 55.20 N 52.30 TYPE 1 ESTIMATED EARTHWORK VOLUMES: Amount of Excavation: 1350 cu.yds. Amount Exported: 1350 cu.yds. Amount of Fill: 6800 cu.yds. Maximum Depth of Excavation: 2 ft. Maximum Fill Slope: 1 % Maximum Cut Slope: 2% NOTES: ALL CATCH BASINS SHALL BE TYPE 1 OR TYPE 2 — CITY OF AUBURN AS LISTED IN TABLE THIS SHEET CATCHBASINS SHALL BE SET LOW DURING CONSTRUCTION PERIOD AND BE SURROUNDED WITH HAY BALES TO CREATE SMALL DETENTION PONDS STORM SEWERS TO BE PVC SDR 35 PAVEMENT STRUCTURE AS PER GEOTECHNICAL REPORT BY SOIL & ENVIRONMENTAL ENGINEERS, INC. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: �— ------ TITLE/POSITION CONFIRMED BY CITY: DATE: PROJECT REF: FAC # 01-0025 / GRA # 01-0033 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Cv i-it-oz APPROVED BY: S.44 DATE APPROVED: a f dZ z C F a ik V: c z C V 5 ik c z LL m �0 N� 0 NN 0 CV N Q w d Q 0- 1- 3: U z w 5 0 J_ w d. w w 5 m w 0 O q Z :;zQ CN LA_ W a 0 P U Z N V) Z 0 I 0 Q � w w C� w � N I O N E d J 00 OD . r7 r� U O Q Ln Ln w "0_003 J 'b 80 _c� - J XDJ E� r-L�ww O s 0 L awl 0 n 3 �► J,7407°m 0 -s 1 o� > CN 0 0 io C4a> Ch O d c LL] Q U Z wC-0 � U Q w m Z a- U V) U< Q Z LlJ > � � ry to � O 0 Q m 0 z Q Q--I- Q ry U I � U U 04 M z — � o 00> QXQ _j w 0 �` � > m Q J Q Q o o' li U rz Q � w z � L�J � U DATE SEALEDz- If"114 �. WAS 22547 r� ��s�es L � 1 21 ✓ PROJECT MANAGER NELSON LANG DESIGN J DeVISSER DRAWN S BENTLEY CHECKED N.L. SEC 7 T 21 N. R 5 E. FILE NO A01-0023A_REy4.dwg DATE AUG 16 2001 SCALE AS NOTED SHEET 3_ of 5_ FILE NO A01-0023A 7 3 6 EXIST. 8"0 PVC SANITARY (ABANDON �W N21►1 DEVELOPER: AVIATION PROPERTIES INC. Mr. BILL VANDENBERG P.O. BOX 68 20465 DOUGLAS CRESCENT LANGLEY, BC CANADA V3A 4136 TEL: 604-813-2219 FAX: 604-576-2230 G EXIST. li l�BIWA= STORM MANHOLE INVERT DATA MH No. RIM ELEV INVERTS TYPE D1 54.90 N 49 000 $*+-77 S 49.52 MITI. E 50.S►*. CB1 &A AAP W 50.E /TYPE 1 �. E 50.-A*. / CB2 54=48 W 51.14 TYPE 2 SJ." S 51.30. "ol CB3 4+55 N 51.E-? 2 Syy j S 51.92. 48"$ W 52.09 C84 54.52 E 52.49 TYPE 1 CB5 54.-W N 52. E 2 5/y.S L S 52.20 ?48"0 zo W 52.3'7 1 CB6 55:$C E 52. 1 CB7�¢¢:: N 52. E 2 70 • W 52. "0 CB8 M--W E 53.0* TYPE 1 ss. zw V47 ES11MATED EARTHWORK VOLUMES: Amount of Excavation: 1350 cu.yds. Amount Exported: 1350 cu.yds. Amount of Fill: 6800 cu.yds. Maximum Depth of Excavation: 2 ft. Maximum Fill Slope: 1 % Maximum Cut Slope: 2% NOTES: ALL CATCH BASINS SHALL BE TYPE 1 OR TYPE 2 — CITY OF AUBURN AS LISTED IN TABLE THIS SHEET CATCHBASINS SHALL BE SET LOW DURING CONSTRUCTION PERIOD AND BE SURROUNDED WITH HAY BALES TO CREATE SMALL DETENTION PONDS STORM SEWERS TO BE PVC SDR 35 PAVEMENT STRUCTURE AS PER GEOTECHNICAL REPORT BY SOIL & ENVIRONMENTAL ENGINEERS, INC. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR' STRUCTION RECORDS BY: ��� • DATE: t%A ir TITLE/POSITION CONFIRMED BY CITY: DATE: REVISED PROTECT REF: FAC # 01-0025 / GRA # 01-0033 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. GP i_Z4-n APPROVED BY:D s J4 DATE APPROVED: Cw a, n _ A r r � a O 0 Q U z Lj (,7 d Z w V) m w z U V) v "� z LLJ <> �m W a 0 �Z< Q U-) U I 0 Nm Z Q Q 0 0� x� LL. Mcr ¢ Q a LLJ z � J 1— U DATE SEALED vas _ PROJECT MANAGER NELSON LANG DESIGN J DeVISSER DRAWN S BENTLEY CHECKED N.L. SEC 7 T 21 N. R 5 E. FILE NO AM-QQW- --WN&dwg DATE AUG 16 2001 SCALE AS NOTED SHEET 3_ of 5_ FILE NO A01-0023A D3� 1734 6"0 SAN. CONN. I EXIST. SMH INV AT TEMP CAP hIRIM 52.24 INV 49.82 - 150.95 EXIST. SMH 6 0 SAN. CONN. RIM 52.30 I N V S 49.50 INV AT TEMP CAP 9. INV E 49.65 500"a.r L•O. — — — — k 0 1 0 25 -10"' � KIM 54.3�) INV S 49.34 52 CONCRETE EX TR DED CURB `� •• / INV E 49.34 31 / WATER%SAN CROSSING • �_.� � .� , SECTION 1 - SHEETS _ WATER/STORM CROSSING __----- - -- •---- EXIST. 8" 0 PVC SANITARY (ABANDONED) 206�8'rD.I. WA _„ - - - - 26 AN 1-8"FL%X 8"FL X 8-FL TEE 2-80FL X 8"M.J. GATE VALVES 1-8" CAP 2-CONCRETE THRUST BLOCKS INV AT TEE SO.-W 4Q. $/ N07E: DUE TO LIMITED AS CONSTRUCTED RECORD INFORMATION AVAILABLE OF EXISTING WATERMAINS AT TIE IN POINTS, THE CONTRACTOR SHALL VERIFY EXISTING LOCATION. GRADES AND FITTING LAYOUT AT EACH TIE- IN POINT. FIELD EXPOSURE TO BE CARRIED OUT IN THE PRESENCE OF CITY OF AUBURN REPRESENTATIVE. DESIGN MAY REQUIRE MODIFICATION TO SUIT FIELD CONDITIONS. MIl11111 M OF 120 VER71CAL CLEARANCE SHALL BE WMTAINED AT ALL CROISSIINOS BETWEEN THE PROPOSED WA7MAIN AND ANY 07M UNDERGROt ND UTNJTY. FIRE HYDRANT ASSEMBLY PER CITY OF AUBURN STD. DWG. WAFH-1 C/W: 1-8"M.J. X 80M.J. X 6"FL TEE 1-6" FL. X 6" M.J. GATE VALVE MAIN INV. AT TEE 59:54 $O.38 ' z EXISTING SEWER ETHA FOAM 220 NEW D.I. WATER PACK NTH SAND FOR CLEARANCE LESS THAN 12" BLDG 7 -lil is i ST. SMH 509-02 55.78 N 48.28 W 48.18 ADJUST I COVERS TO SUIT NEW GRADES SITE PLAN SCALE 1 "-40' N. W. 1/4 SEC RANGE 5,$ EAS 7, TP 21 N, T W.M. EXIST. SMH RIM 52.30 INV S 49.50 INV E 49.65 O O OLLED CURB DAD ROLLED PVqw0 T c3`ti' Oy--STR E E -4. • WATER/STORM CROSSING �I w I EXIST.509 12H -. CONCRETE ENCASED w i 56.29 , SECTION 4- SHEET 5 I I Q INV 47.09 w `I \\ WATE WATER/SAN CROSSING I R SECTION 4 - SHEET 5 SEE PROFILE SHEET 5/SANITARY CROP FIRE HYDRANT ASSEMBLY PER CITY I f OF AUBURN STD. DWG. WAFH-1 C/W: I I I f 1- 8"FL. X 8"M. J. X 60FL. TEE 1-8" FL. X 8" M.J. GATE VALVE 1-6" FL X 6" M.J. GATE VALVE MAIN INV. AT TEE b$.x-42- .88 III � f NOTE: FOR WATERMAIN PROFILE AND SECTIONS AT CROSSINGS REFER TO SHEET 5 OF 5 DEVELOPER: AVIATION PROPERTIES INC. Mr. BILL VANDENBERG P.O. BOX 68 20465 DOUGLAS CRESCENT LANGLEY, BC CANADA V3A 486 TEL: 604-813-2219 FAX: 604-576-2230 RECORD DRAWING CERTIFICATION THESE. DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. /fow 9 M O DATE-- TITLE/POSITION Z /#o -M�o <r CONFIRMED BY CITY: DATE: 1-8"FL X 8"FL X 8"FL TEE 2-8"FLC X 8" M.J.GATE VALVES 1-8" CAP 2-CONCRETE THRUST BLOCKS INV AT TEE 4&95 S!•8�i REVISED PROJECT REF: FAC # 01-0025 / GRA # 01-0033 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. (,I _-=•1-rz APPROVED BY: �.w�.. DATE APPROVED: O m �oo. psp * 8 C4 F< d 0 c z a_a_ d z W �t M N .- 03Q 173(a 55 50 45 z 0 U W 0 aL 55 f SECTION 1 wAlw TO SUIT TIE-IN AT EAST .--8'- W AI SECTION 2 NOTE: INFORMATION REGARDING EXISTING STORM AND SANITARY SEWERS SHOWN ON THESE DRAWINGS WAS COMPILED FROM SOME RECORD DRAWINGS COMBINED WITH SOME FIELD SURVEYS. ACTUAL CONDITIONS MAY VARY. ANY DEVIATIONS FROM THE DESIGN MUST BE RECORDED ACCURATELY DURING CONSTRUCTION. MINIMUM SEPARATION BETWEEN WATER AND STORM/SANITARY SEWERS SHALL NOT BE LESS THAN 12", UNLESS SPECIAL CONSTRUCTION METHODS AS SHOWN IN DETAIL ON SHEET 4 OF 5 IS APPLIED. WATERMAIN PROFILE SCALE: HOR 1" = 40' VER 1 " = 4' c4 L( SECTION 3 (ALONG 2"0 WATER ROUTE) 01-% 1 N.W. 114 SEC 7, TP o RANGE 5, EAST W.M. CE la SECTION 4 DEVELOPER: AVIATION PROPERTIES INC. Mr. BILL VANDENBERG P.O. BOX 68 20465 DOUGLAS CRESCENT LANGLEY, BC CANADA V3A 486 TEL 604-813-2219 FAX: 604-576-2230 SECTION 5 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE- TITLE/POSITION CONFIRMED BY CITY: DATE: 21 N) 55 45 55 REVISED1 PROJECT REF: FAC # 01-0025 / GRA # 01-0033 THESE PUNS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. c v or ZA-01 APPROVED BY:0 - 4 at - DATE APPROVED: L ® Z 55- 50 45- 4-8" 45* BENDS ZZ M-0- SECTION 1 55 55 \TIE-IN AT EXIST. 8" W/M 4-6't 45 BENDS SECTION 2 1—N Li 0 Of cl� Li 0 0 F-_ 0 Ld Ld < (/) c/') WATERMAIN PROFILE SCALE: HOR 1" = 40' VER 1 " = 4' SECTION 3 (ALONG 2"0 WATER ROUTE) N.W. 114 RANGE 5, �4-6" 45'- ,BENDS SECTION 4 DEVELOPER: AVIATION PROPERTIES INC. Mr. BILL VANDENBERG P.O. BOX 68 20465 DOUGLAS CRESCENT LANGLEY, BC CANADA V3A 4B6 TEL: 604-813-2219 FAX: 604-576-2230 SEC EAS 71 TP T W.M. IF 21 N1 55 76.3-2000 50 LLI 0 C------ 9-IL OR Go Lf) 411 Ul SECTION 5 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACT 'S CONSTRUCTION RECORDS e"-- — B Y: zowe DATE: TITLE/POSITION CONFIRMED BY CITY: DATE: 55 50 45 PROJECT REF: FAC # 01-0025 / GRA # 01-0033 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: u*) 0 V) 0 Go C14 0 �' 0 00 C) 0 .4.0 0 N 0 0 04 V) o 04 04 Li z ui U) Li ui ui of z -i C'4 D 0- ui w to z z D 0 V)pi V) Li w 03 -D i "7:s (o PL?�NT LIST 2 PRESSURE TREATED ROUND 50-75 MM DIA, WOOD STAKES. STAKES ALIGNED PARALLEL TO SIDEWALK OR ROAD. 50 MM WIDE GREEN VINYL BANDING ATTAGHED TO STAKES WITH SHINGLE NAILS Ib0 GM r- 5A)_ER SHALL BE SOAKED WITH 150 cm WATER IMMEDIATELY AFTER PLANTING AND REGEIVE 50 MM BARK MULGH il - 90 GM SAUGER FIN. GRADE ROLL DOWN TOP 113 OF BURLAP . ' r L 10 GM ON ALL Bt B PLANTS AND ROOT BALL GUT ALL BINDING MATERIAL. FOR BARE ROOT PLANTS MEDIUM GROWING L SPREAD 3 LAY OUT ROOTS • ' REST ROOT BALL ON 150 MM 3 M UNDISTURBED SOIL L3O PL.ANTIN6 C�LTAIL - TR LOS K GAL. '15 MM OR LMSS SWTION N.T.S. ROLLED CURB a4w. IN P1-Mr N6 BED AU 24" fG TM SPAG® ASPHALT PAVEMENT Sros ofc n ROLLED CURB .Mrs __ .� m .R. '5 CONCRETE RETAINING WALL MAXIMUM HEIGHT 18" EXISTING LIGHT NDUSTRIAL BUI 5qI,NC- LANDSCAPING TO MEET EXISTING GRADE AT PROPERTY LINE (TYP) EXISTING LIGHT INDUSTRIAL BUILDING SAUCER SHALL BE 50AI WITH WATER IMMEDIATEI AFTER PLANTING. FIN. GRADE I_ �" ��� _ 60 GM SAUGER • '94JRLA ROOT BALL INTO EXGAVATION O' _ _ E :::::::::::::: PREPARED OROV41W� •' BARE -.• REST ROOT BALL ON 150 MM UNDISTURBED SOIL. PLANTIN6 EM I AIL - SHRUBS 4 6R17. GOVSR PLANTS SWTION N.T.S. POF-(r(P) - 3 Vw (rip) 3 PMM frYP) I I 3 V5P (Y'rP) I r co& mr) STREET N.E. KEY BOTANICAL NAME COMMON NAME SIZE REMAW.5 OTY. G06 GHAMAEGYPARI5 OBTUSA 6RAGILI5 HINOKI GYP42P55 BBI6' 4 STOB 5TYRAX OBA551A JAP. 5NOVVROP TREE EOA.5" GAL 11 AU ARGT05TAPHYLOS VANGOUVER JADE KINNiKINWOK 4' POT 6RD. COVER 450 J5K JUNIPERUS 5ABINA 5KANDIA CIA JUNIPER 2 6ALL. PCT 1000 PMM PINUS MU60 t4)&R)5 MU60 PINE 2 6ALL. 48 POI` POTENTILLA F)ITICOSA CNGLIEFOIL 2 6ALL. P07 148 VF5 VIBURNUM PLIG. 'St 94Oi ti-AKE' DOUBLEFILE VIBURNUM 2 6ALL. P01 a0 LANDSCAPING TO MEET EXISTING GRADE AT PROPERTY LINE (TYP) 9 ROLLED CURB s\ ASPHALT PAVEMENT \ JQJWF (tYPZ 6RD. GOVM 144 PLANTING SM - 3 VSP (rYP) TRIAN&�M SPAGCD 3 PMM STOB 30. 01r C:06 rr1'P) R LLED CURB / P/Fff - \ I L �4 S \ / FE] iC,E I _5K V OIc 6RD. C:oVER _5K Oft-1 9 L�K 3' ofc BLDG 1 I CARD &ATE ' BLDG 8 I .�K 5' o� FFE ' FFE / n 57.00 57.50 PHASE N S) DO �Pll 77PH ASE 3aD 00 \6c1�.g_SO / 6.6 0 w' w SC9 _'_ (0 0 0 s) a- n � L • �0 Sj�O ' Sj00 I BLDG 2 FFE 57.40 J5K 3" O/G N Q Q a_ a_ RIDGE LO �1 �o BLDG 3 BLDG 4 N FFE FFE Ln 57.40 57.90 S6 '90 S>23 .10 �1 x Q \ 6 J ASPHALT PAVEMENT h� RIDGE S> 90 Ln BLDG 5 Ln FFE N � 57.90 w Li Q Q �1 482.02' 19 x Q Zr c,81 RIDGE BLDG 6 0-) 5 BLDG 7 FFE FFE LO 58.10 58.1 � w w a = d a 7.60 L x Q L >� ASP1Hf1LT PAVEMENT TAXIWAY W 0 P EXISTING TRANSIENT AIRCRAFT PARKING 10' WIDE ASPHALT LEVELING STRIP TO MEET GRADES AT OVERHEAD DOORS BUILDIN RESTRICTION LINE c F9 z F, z 20° C NOv / 6ENERAL I. All workmanship and materials shall be in conformance with local By-lawts - Latest Edition- 2. Min. growing depths over prepared subgrade shall be: Lawn areas 6" Grd.cover areas q" Shrub areas 1511 Tree pits 12" around root ball. 5. On -site or imported soil shall be friable sandy loam or loamy sand (no less than 50% sand by weight) c ng between 4% and 15% organic matter (dry weight basis). Soil shall be free from subsoil, wood incl. woody plant parts, weeds, toxic materials, stones over I", and foreign objects. Soil shall be free From crabgrass, couchgrass, eguisetum, convulvulus or other noxious weeds. 4. All planting beds shall receive min. 5" bark mulch. 5. Plant species and varieties not be substituted without the approval of the LandscapCrchit�erct�.J(� 6. The contractor shall guarantee all materials and workmanship for a period of one (1) full OAF from the date of final Acceptance, unless otherwise specified.All plant material not surviving, or in poor condition during the guarantee period shall be by the contractor at no extra cost to the Owner. 1. The contractor shall clear away from the site all rubbish as it xcumvlotes, ard shall, at the completion of the work, leave the work and the site thereof in a clean and presentable condition, free from all obstructions. SITE -PLANTING PROJECT REF: THIS PLAN SHEETS REFLECTS THE CITY OF AUBURN'S PLANNING DEPARTMENT MINIMUM LANDSCAPING REQUIREMENTS. Approved by: 3sitoot Date Approved: 4u_k - Cop f#t rewved. Thy dra * g and design is, and at all times remdn, Ow exck0m property of Br Laridw I hSociates, and may not be Lead or repro&ed for otlw projects wit w4a cmwt. 23 A06. IREV15E M'PR,OVAL BLOCK 15 2001 AS MOD. 16 ALA&. A5 1110Q'D. Wf A 2oo1 CITY. Pre Al r%&w °CAI='1' FACILITY P011t A*\/IATION PR010EKTILS AJSURN MUN I C I PAL A I IkIwO141j AASHI N&TON ws SITE-PLANTINIS PLAID - ° A