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HomeMy WebLinkAboutFAC22-0008 - AS BUILT PLANS1x 0 50 100 200 HORIZONTAL DATUM: NAD 83(1991), WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, 4601 BASIS OF BEARINGS: CITY OF AUBURN CONTROL POINT NO. 608-Wl WAS HELD FOR POSMON, AND A LINE BETWEEN SAID POINT NO. 608-001 AND CONTROL POINT NO. 708-007 WAS HELD FOR ROTATION, BEING SOUTH 0041'02' EAST. COA 608-001 COA 708-007 N: 120075.28 (US FEET) N: 117976.71 (US FEET) E 1293324.84 (US FEET) E: 1293299.79 (US FEET) 2" SURFACE BRASSIE W/ PUNCH END. CASED CONC. MONUMENT CL P.C. "C" ST. N.W. W/ 2 1/2' BRASS USK AT CL 'C' ST. N.W. (0.6 DK) LEGAL DESCRIPTIONS (POST Bl/N PARCEL A (ARM 122104-9016) 10 Know what's below. Call before you VERTICAL DATUM: HAVD 88 PROJECT BENCHMARK: CITY OF AUBURN MONUMENT 608-001, BEING THE TOP OF A FOUND 2" SURFACE BRASSIE W/ PUNCH AT CL P.C. 'C' Sr. N.W. ELEV. = 62.91 US FEET PER CITY OF AUBURN _ THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF LOT 1 OF CITY OF AUBURN LOT UNE ADJUSTMENT No. LEA-01-0019, UNDER RECORDING No. 20011025001451; THENCE NORTH 01615729" EAST, ALONG THE WEST LINE OF SAID LOT 1 AND THE EXTENSION THEREOF, FOR 898.88 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG THE EXTENSION OF THE WEST UNE OF SAD LOT 1, NORTH 01'15'29' EAST, 638.87 FEET TO THE SOUTHERLY MARGIN OF 15TH STREET NORTHWEST; THENCE ALONG THE SOUTHERLY MARGIN OF SAID 1511H STREET FOR THE FOLLOWING THREE (3) COURSES THENCE SOUTH 8829'37` EAST, 211 73 FEET; THENCE NORTH 01'22'320 FAST, 10 00 FEET TO A NON -TANGENT CURVE, CONCAVE TO THE SOUTH, AMONG A RADIUS OF 2780.00 FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 03'37'04' WEST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 08'11'22", FOR 397,35 FEET TO THE INTERSECTION WITH WESTERLY MARGIN OF "C' STREET NORTHWEST, THENCE ALONG THE WESTERLY MARGIN OF SAID "C' STREET NORTHWEST FOR THE FOLLOWING FOUR (4) COURSES: THENCE SOUTH 18711 FAST, 180.96 FEET; THENCE SOUTH 76'57'59' FAST, 687.69 FEET TO A CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 77039'01', FOR 162.63 FEET; THENCE SOUTH 00'41'02" WEST, 154.74 FEET; THENCE NORTH 89'18'34" WEST, 1437.44 FEET TO THE POINT OF BEGINNING. PARCEL B (APN 122104-90M THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, W,M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 1 OF CITY OF AUBURN LOT LINE ADJUSTMENT No. LIA-01-0019, UNDER RECORDING No 20011025001451; THENCE NORTH 01'15'29" EAST, ALONG THE WEST LINE OF SAID LOT 1 AND THE EXTENSION THEREOF, FOR 898,88 FEET: THENCE SOUTH 8718'34' FAST, 1437.44 FEET TO THE WEST MARGIN OF 'C' STREET NORTHWEST: THENCE SOUTH 00'41'02' WEST, ALONG THE WEST MARGIN OF SAID 'C" STREET NORTHWEST, FOR 89848 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1; THENCE NORTH 81 WEST, ALONG THE SOUTH UNE OF SAID LOT 1, FOR 1446.45 FEET TO THE POINT OF BEGINNING. LOT AREA 1,295,818 +/- S.F. (29.75AC +/-) ADDRESS: 1201 C STREET NW AUBURN, WA 98001 TAX PARCEL NUMBER: 122104-9017 FLOOD INFORMATION: FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) INFORMATION: FIRM (FLOOD INSURANCE RATE MAP) MAP NO.53033CI253 PANEL 1253 OF 1725, DATED AUGUST 19, 2020. THE SUBJECT PROPERTY IS IN ZONE X. ZONE X: ARRAS DETERMINED TO BE OUTSIDE 500 YEAR FLOODPWN. LEGEND SURVEY MONUMENT PROPOSED TYPE II CATCH BASIN OD EX. POWER VAULT © PROPOSED TYPE I CATCH BASIN U. E GLUM.) LGH }� >��{ PROPOSED STORM DRAIN FLOW ARROW SD� PROPOSED STORM DRAINAGE LINE SD IX. LOOTT ULIGHT )X PROPOSED TRENCH DRAIN E%. POWER POLE p PROPOSED SANITARY SEWER LINE SS EX. JUNCTION BOX PROPOSED SANITARY SEWER CLEPNOUT • EX. CATCH BASIN (CB) ❑ PROPOSED SANITARY SEWER MANHOLE EX. CATCH BASIN (CB) TYPE 2 O PROPOSED WATERMAIN W EX. SWEARS SEWER MANHOLE (SSMH) OS PROPOSED 2 NOZZLE FIRE HYDRANT � EX. GAS METER ® PROPOSED BUTTERFLY VALVE W EX. GAS VALVE PROPOSED WATER VALVE (GENERAL) PROPOSED REDUCER P. WATER VALVE (SA) PROPOSED THRUST BLOCK EX. BUTTERFLY VALVE PROPOSED WATER METER fe EX. REDUCER D PROPOSED 90' BEND (MI) EX. THRUST BLOCK a EX. WATER METER 89 PROPOSED TEE (FL) FT, EX. FIRE HYDRANT (FH) JQ PROPOSED GATE VALVE (FLXMJ) HL PROPOSED GATE VALVE (MJ) JC MAIL BOX o EX. SIGN a R� 23 PROPOSED SPOT ELEVATIONS EX. WATER LINE -Yr -W IX. SANITARY SEWER LINE EXISTING SPOT ELEVATIONS EX. STORM DRAINAGE UNI so PROPOSED CONTOURS EX. POWER UNDERGROUND P(OG) EXISTING CONTOURS IX. POWER OVERHEAD v(OH)- EX. METAL FENCE "' PROPOSED ASPHALT PAVEMENT EX. WOOD FENCE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. INSPECTOR For J. Unknm simp 061 DEV. REVIEW ENG. 06/20/2025 A CUT = 4,000 CUBIC YARDS B. FILL = 1,000 CUBIC YARDS C. NET IMPORT/EXPORT (B-A) = 3,000 CUBIC YARDS (EXPORT) D. TOTAL EARTHWORK (A+B) = 5,000 CUBIC YARDS EX. CONTOUR TEMP. GRADING CONTOUR TESC ROW ARROW CLEARING UNITS SILT FENCE PER COA STD DTL E-02 TEMP. INTERCEPTOR DITCH TESC LEGEND: COVER SHEET FOR AUBURN LOGISTICS WTN MIME NW I/4 E NE 1/4 M THEN 114 OF EEG. 1A TNT. IN MI NEE 4 EMT, W. M. CITY M AMEN, DUNE COUNTY $TAM M WAEMMETgI RFC'_nR17 /7RdWlNI; AID WARE MALCOMB, INC. 3015 112TH AVE HE #205 BELLEVUE. WA 98004 CONTACT: KIRT NEAL PHONE: (425) 670-6706 EMAIL KNEALOWAREMALCOMB.COM BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE SOUTH KEW, WA 98032 CONTACT: DAN BALMEW/DAVE WILLIAMS PHONE: (425) 251-6222 EMAIL DBLLMEWOBARGRAUSEN.COM/DWIWAMSOBARGHAUSEN.COM COMBINE ORCHARD PARTNERS, LLC 3697 MT. DMBLO BLVD, SURE 200 LAFA CONTACT: CA 945 CONTACT:T: G TYLER H G PHONE: (HIS) 444-22-2202 � EMAIL THIGGINSOORCHARDPARTNERS.COM - _ D IN CASE ^ �1 2 '32 BRASS (C) - DISKSK NOP \ ' NO PUNCH OR % i NOy AW A j,�B NW g"'.. �K7C 5REET PRW 0 0. 22+04'gp17INDEX TO SHEETS Cl OF 11 COVER SHEET C2 OF V HORIZONTAL CONTROL AND EXISTING CONDITIONS MAP C3 OF 11 ROUGH GRADING AND TESC PLAN C4 OF TI SITE PHASING PLAN C5 OF T1 GRADING AND PAVING PLAN C6 OF 11 STORM DRAINAGE PLAN C7 OF 11 DRIVEWAY DETAILS 52 - 256 - - - a S' " ROCK CHECK DAM 100______ ---100- RIPRAP PAD TEMP. CONSTRUCTION ENTRANCE PER COA STD DTL E-01 8 CATCH BASIN PROTECTION d ° < PER COA STD DTL E-03 STRAW WATTLES ........�.�...�.�...�.�. SITE VICINITY MAP AUBURN. WASHINGTON CRY OF AUBURN GENERAL NOTES 1. CONSTRUCTION SHALL CONFORM TO THE CITY OF AUBURN's ENGINEERING DESIGN AND CONSTRUCTION SNNDAADS. EXCEPT AS OTHERWISE APPROVED BY DENATgN, AND BE IN ACCORDANCE WITH TIE APPROVED PUNS. ANY CHANGES FROM THE APPROVED PUNS WILL REQUIRE APPROVAL FROM THE OWNER, ENGIINEER OF RECORD, AND TIE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO TIE "WASHINGTON SrATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE. AND MUNICIPAL CONSTRUCTION (CURRENT EDOION);' EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY TIE CWS CONSTRUCTION STANDARDS MANUAL. THE ABOVE DOCUMENTS SHALL BE AVA ABLE AT TIE 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. UNLESS STATED OMERMSE LOCATIONS SHOWN FOR EXISTING UTILITIES ARE IPPROXIMATE. THE CONTRACTOR IS 00 CAUTIONED THAT OVERHEAD UTIL'IY LINES MAY NOT BE SHOWN ON ME DRAWINGS, IT SHALL BE ME CONIRACTORS -- RESPONSIBIL'IY TO DETERMINE ME TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UIIURES AND ME EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILOY LINES. IDENTIFICATION, LOCATION, MARKING, AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTUTIES, IS GOVERNED BY ME PROVISIONS M CHAPTER 19.122 RASED CODE M WASHINGTON (RCN). PRIOR TO STARING CONSMLCTON, ME CONTRACTOR SHALL CALL ONE-CA11 (811) FOR UTLRY LOCATIONS (WATER. SANITARY SEWER. STORM SEWER, GAS, POWER. TELEPHONE. AND CABLE). 5. IF A PROPOSED ROUTE IS NOT INCLUDED ON THESE PEWS, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO ME START M CONSTRUCTION. IF THE CITY BELIEVES THAT ME PROPOSED HAIL ROUTE WILL ADVERSELY IMPACT ME STREET NEDYORK, A SEPA AMENDMENT MAY BE REWIRED TO EVALUATE ME IMPACTS AND DETERMINE MITGAIION REQUIREMENTS BEFORE - BEGINNING WORK. HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATIVE ROUTES, AS DETERMINED BY THE CITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND MOUND ME PROJECT. PRIOR TD ME START M WORK. ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL CONRUCTORS AND THEIR SURETY SHAH BE UABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGUGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SUMEYING FOR EXTENSIONS OF PUBUC FACILITIES SHALL BE DONE UNDER ME DIRECTION OF A WASHINGTON UCENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. S. 8 CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER M THE CITY5 'RECORD CONSTRUCTION DOCUMENT HANDOUT. CONSTRUCTION SEOUENCE: 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING UNTS FOR PROJECT AS SHOWN ON APPROVED PLANS. 3. CONSTRUCT TEMPORARY CON57RUCTION ENTRANCE AS SHOWN ON APPROVED PLANS. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AND CB PROTECTION AS SHOWN ON APPROVED PLANS. 5. CONSTRUCT INTERCEPTOR DITCHES AND SEDIMENT POND AS SHOWN ON APPROVED PLANS. 6. TIME UNIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF AUBURN ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. 7. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. S. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. S. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 10. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MADE TO PREVENT THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED IMMEDIATELY. 11. WITH EACH LAYER FILL MATERIAL, INTERCEPTOR DITCHES AND A TO ARGE T.E.S.C. FACILITIES MUST BE GRADED AND MAINTAIA NED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO DISCHPOINT.. 12. INSTALL STORM SYSTEM. 13. ONCE THE INSTALLED SYSTEMS ARE TESTED AND APPROVED, COMMENCE SITE PAVING. 14. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED ummmimmi AND PERMANENT STORM DRAINAGE SYSISTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT REM -LADEN WATER INTO STORM DRAINAGE SYSTEM. REMOVE TEMPORARY EROSION & SEDIMENTATION CONTROL MEASURES UPON FINAL SITE STABILIZATION AND APPROVAL FROM THE CITY INSPECTOR. 15. COMPLETE INSPECTION/ PUNCHUST. C8 of n SIGHT DISTANCE DIAGRAMS STORM SYSTEM DEVELOPMENT CHARGE (SDC) C9 OF n CONSTRUCTION NOTES AND DETAILS 1 (ON -SIRE AREAS ONLY) CIO OF T1 CONSTRUCTION NOTES AND DETAILS 2 CH OF 11 CONSTRUCTION NOTES AND DETAILS 3 TOTAL EXISTING HARD SURFACE m 979.500 SF (22.49 AC) L1 OF 7 LANDSCAPE PLAN - WEST L2 OF 7 LANDSCAPE PLAN - EAST L3 OF 7 LANDSCAPE NOTES AND DETAILS L4 OF 7 IRRIGATION PLAN L5 OF 7 IRRIGATION SCHEDULE NOTES AND DETAILS L6 OF 7 IRRIGATION DETAILS L7 OF 7 IRRIGATION DETAILS E1.01 OF 3 SITE PLAN E1.02 OF 3 SITE PHOTOMETRIC E1.03 OF 3 STREET LIGiHTING PHOTOMETRIC UTILITIES/SERVICES SEWER/WATER: CITY OF AUBURN PUBLIC WORKS 25 WEST MAN STREET AUBURN, WA 98001 (253) 931-3010 POWER/GAS: PUGET SOUND ENERGY 105-ISSTH AVENUE N.E. BELLEVUE, WA 98058 1(SW)225-5773 TELEPHONE: CENTURY LINK 23315 66TH AVE. SOUTH KEN", WA 98032 (253) 372-5388 CABLE: COMCAST CABLE COMMUNICATIONS, INC. 4020 AUBURN WAY NORTH AUBURN, WA 98002 (253) 288-7538 FIRE: VALLEY REGIONAL FIRE AUTHORITY 1101 D. ST N.E. AUBURN, WA 98002 TENSE: WASTE MANAGEMENT 701 2ND ST NW AUBURN, WA 98047 TOTAL NEW HARD SURFACE = 204,100 SF (4.69 AC) NET CHANGE = 204,100 SF (4.69 AC) TOTAL HARD (NEW AND REMAINING EXISTING) SURFACE = 1,183,600 SF (27.17 AC) STORM PERMIT IMPACT (ON AND OFFSITE AREA) I A TOTAL DISTURBED AREA: 309.600 SF (7.11 AC) B. TOTAL NEW @ REPLACED HARD SURFACE: 254,401 SF (5.84 AC) C�1�10<d C. TOTAL NEW HARD SURFACE: 204,100 SF 4.69 AC) RELATED PERMITS: STM23-xxxx - LEVEL 3 STORM WATER (OVER): (1) - IRRIGATION WATER METER BACKFLOW (BFL) IIjjI (1) - DCVA IRIGATION I MISCELLANEOUSISCELIANEODUSElELLAYY LI NEOUS-: GRA22-0011 - GRADING AS -BUILT SITE DATA 1. TAX PARCEL NUMBER ON THE SUBJECT PROPERTY: 1224019016 2. SITE AREA = 21.384 AC. 3. EXISTING ZONING: M-2 HEAVY INDUSTRIAL 4. SITE ADDRESS: 1401 C ST NW AUBURN, WA 98001 5. PARKING REQUIRED ON SITE NA 6. IX. BUILDING CONSTRUCTION TYPE: 1118 7. BUILDING MAXIMUM HEIGHT: NA .EJIR1j lWJ. 4H l0� CONSTRUCTION. CITY OF AUBURN APPROVALS WITH U W F- W U) Q Er IL Z cr S m Q O O N J j O� to V L0 In D_ 'Z'R V Q �=�0 ir ir m W JI 0 D_ W it QODLL 0 Ir C 0) co R N T $ S B o f) O V ¢ � THIS PLAN SET FOR PROJECT FOL72-BEER SHEETS 1 TO 21 ARE APPROVED FOR CONSTRUCTION BY: IACOB SWEETING, P.E., CITY ENGINEER: 03/24/2024 DATE: 8 cesmla E SHANNON HOWARD, P.E., DEV. REVIEW ENGINEER: �- DATE: ALEXANDRIA PLANNING SERVICES MANAGER: DATE: 03/20/2024 TEAGUE, AICP EFC MEI-1 r y L m xv C IQ N m Uj M wZC � C_ Q DIDN 3 N p O N Q N C O y M4 m v 19 oil 3 Ii7PATIC211IM930 12K2* BRASS DOME W/ PUNCH IN 0® 40 80 1 I I MDN 1 2' BRASS DOME W/ X SET IN 11 12 7" DOW RIND 14 15 HORIZONTAL DATUM: HAD 8 HMI), WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, 4601 BASIS OF BEARINGS: CITY OF AUBURN CONTROL POINT NO 60 -Ml WAS HELD FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 608-001 AND CONTROL POINT NO 708-007 WAS HELD FOR ROTATION, BEING SOUTH 00'41'02" EAST ODA 608-001 COA 708-007 N; 120075.28 (US FEET) N; 117976.71 (US FEE) E. 1293324.84 (US FEET) E. 1293299.79 (US FEET) 2" SURFACE BRASSIE W/ PUNCH AND. CASED CONIC. MONUMINT CL P.C. "C' ST. N.W. W/ 2 1/2- BRASS USK AT CL "C- ST. N.W. (De ON.) VERTICAL DATUM: HAVE) 88 PROJECT BENCHMARK: CITY OF AUBURN MONUMENT 608-001, BEING THE TOP OF A FOUND 2' SURFACE BRASSIE W/ PUNCH AT CL P.C. "C" ST. N.W. ELEV. = 62.91 US FEET PER CITY OF AUBURN 10 i Know what's below. I Call before you dig. TOWER POLE -�_- ABANDONED 24" CMPI CULV SE� =59.17' 24" CMPICULV NWT =59.1(jfTQ[� 18" PVQ E I# I POWER POLE ABANDONED I POWER POLE-I� ABANDONED 24" CMP COLV SE 55.27' 24" CMP CU SE- = SAS' I POWER POLE ABANDONED LEGAL DESCRIPTIONS (POST BLA) PARCEL A (LPN 122104-9016) THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 FAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF LOT 1 OF CITY OF AUBURN LOT LINE ADJUSTMENT No. LTA-01-0019, UNDER RECORDING No. 20011025001451; THENCE NORTH 01'15'29" EAST, ALONG THE WEST LINE OF SAID LOT 1 AND THE EXTENSION THEREOF, FOR 898.88 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG THE EXTENSION OF THE WEST UNE OF SAID LOT 1, NORTH 011529" EAST, 638.87 FEET TO THE SOUTHERLY MARGIN OF 15TH STREET NORTHWEST; THENCE ALONG THE SOUTHERLY MARGIN OF SAID 15TH STREET FOR THE FOLLOWING THREE (3) COURSES THENCE SOUTH 86'29'37" EAST, 211 73 FEET; THENCE NORTH 01'22'32" EAST, 1000 FEET TO A NON -TANGENT CURVE, CONCAVE TO THE SOUTH, HAVING A RADIUS OF 278000 FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 01 WEST: THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 08'11'22" FOR 397,35 FEET TO THE INTERSECTION WITH WESTERLY MARGIN OF "C" STREET NORTHWEST, THENCE ALONG THE WESTERLY MARGIN OF SAID "C" STREET NORTHWEST FOR THE FOLLOWING FOUR (4) COURSES. THENCE SOUTH 18711 FAST 180.96 FEED THENCE SOUTH 76'57'59" FAST, 687.69 FEET TO A CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 77d39'01", FOR 162.63 REEF; THENCE SOUTH 00'41'02" WEST, 154.74 BEEF; THENCE NORTH 891 WEST, 1437.44 FEET TO THE POINT OF BEGINNING. PARCEL 8 (APN 122104-90M THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 FIST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 1 OF CITY OF AUBURN LOT LINE ADJUSTMENT No t1A-01-0019, UNDER RECORDING No 20011025001451; THENCE NORTH 011529" EAST, ALONG THE WEST LINE OF SAID LOT 1 AND THE EXTENSION THEREOF, FOR 896,88 FEET, THENCE SOUTH 8718'34" FAST, 1437.44 FEET TO THE WEST MARGIN OF'C° STREET NORTHWEST; THENCE SOUTH 0941'02" WEST, ALONG THE WEST MARGIN OF SAID "C" STREET NORTHWEST, FOR 898.48 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, THENCE NORTH 89*19'25" WEST, ALONG THE SOUTH UNE OF SAID LOT 1, FOR 1446.45 FEET TO THE POINT OF BEGINNING. LOT AI 1,295,818 +/- S.F. (29.75AC +/-) ADDRESS: 1201 C STREET NN AUBURN, WA 98001 TAX PARCEL NUMBER: 122104-9017 FLOOD INFORMATION: FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) INFORMATION: FlYA (FLOOD INSURANCE RATE YAP) MAP NO.53033C1253 PANEL 1253 OF 1725, DATED AUGUST 19, 2020, THE SUBJECT PROPERTY 6 IN ZONE X. ZONE X: AREAS DETERMINED TO BE OUTSIDE Son YEAR FT00DFLMN, POWER POLE SDMH RI =64.20' 36" N =55.14' 36" 5 =55.14' 18" E E=55.14' POWER POLE CB STD GRT RIM=65.13' 36" ICMP NW IE=55.88' 36" CMP SE IE=56.13' SSMH- RIM=65.03' CHANNELIN & S IE=53.34' 8'1 PVC E IE=53.44' SOME RIM=65.10 UNABLE TO OPEI I TOO HEAVY TO LIF POWER POLE I I CALCULATED SOUTH QUARTER SEC 12 PER R1 HORIZONTAL CONTROL AND EXISTING CONDITIONS MAP FOR CB STD CART CB STD GRT AUBURN LOGISTICS RIM=92.1 RIM=91.97' 8" CMP S IE=90.11' B" CMP N IE=88.87' RTM W MEE MINIMS x! vW a TN! N1M. q MIS. NET. 41 Y., 11BE 4 EAST, W. Y. w " CMP S IE=88.77' WTT a AIIWIN, W11! e1WWTr SIGNAL SDMH - � - STAN a WASHINGTON BOX RIM=74.98' BRIDGE "� 8" CMP W IE-70.1 _ IPgt RIAL _ > - ter 8" CMP W IE=70.13' \ C L_ \�Ill�llll �= _ _ - �M, �_� we _ RID MON IN CASE LGHI- JBOX 3" WAS DISK W NO PUNCH OR X _ GOWN 0.40' - 0.60' SOUTH OF- �'' CALCULATED INTERSECTION, CB STD GRT T1 ALONG CENTERUNE OACULATED ` OF C STREET. I' /� WETLAND BOUNDARY -� A RIM=74.19ST OUAM %WLR VAULW CB Sib G 8" PVC W S IE=72.D4' \ \ EC 12 PM Rt 18"vPVC CUVV W w w w 6v' P CU LV N >✓� 82.24' FND MON IN CASE ^56.70'w w w w =59 I8" Iy1P S IE=80.iC III�II - CB STD CART T2 2 1/2" BRASS DISK M=74\ �• w ✓ w w RI.70' 8" CMP SW IE=68.45' W/ PUNCH, 0.35' `v N' �' y w �' 13NRB�W41R@' `v w 24" CMP CULy NE y W \1\1\ 'CITY OF AUBURN \ =57.00' 8" CMP E IE=6845' F CE w w w w m w 6 PUBLIC WORKS" I.L.M. W/ RID MDN CB STD GRT 11 \\\\\ LIGHT JBOX CB STD GRT TZZ\ 2" BRASS DOME POWER ,1- w w w w m w w m w w w RIM=62.98' RIM=61.68' W/ X, OPT 191i2" II" 1 POLE / \ \\\\ 8" PVC SW IE=59.06' 24" CNC N IE=58.38' - AR2w w w m w w w w w w w �•� w CB STD GRT T2 12" PVC CULV SE 24" CNC SW IE=58.38' .�13% �/y y W "P w W "P y /W y y\\ LUM. W/ RIM=fi1.64'=59.00' ( \\� 24" CNC SE IE=58 39' 12" PVC CU NW _ m �, m-.� m w m m w/�•� y \� m �.��A LIGHTJBOX f ���� LUM. W/ 24" CNC S IE=58.39'=59.17' Z% CMP P�ULV 111, �m v- w -�� r l I'=55.80' 8 �� �� UGHT JBOX _ 1114w �� A'S �� n POWER w m w w w w m w w w (\ w w a- w CE,STD GI Tt w m °" lr p� �� P0� CB STD GRT T2 Z10B 24" CMP CULV NW / / RIM=63.2T �M/NO C RIM=62.52' (I w "✓ =55.79A' �'7 "✓ w �A64 �' AR " \ 8" NOVC N iE=58.5g" TgR/ -� 24" CNC NW IE=58.57' Z�0 m8° PI IE=40.45' m m �/ � v- AO - 8" DI SW IE=59.72' 96 w w� w� �m w w m w m w m w w w w w w w m w� w m w w A624° CNC S IE=58.5T �. 1 Z9y w w w �- w w �- w w �- I w �- )v w w w w w w �- / .I- SARBWIRE ,I. JEL VAULT . A ,i,� \4p� .sX- �3 CB STD GRT T1 FENCE r �-�"✓ a- w m w w m w w m w w �w /w "✓ a- w m a- V- m A60 RIM=81.14' •✓ Jp A1�1 w "✓ w w •v w �✓ w J,✓ �w w w w w w w �✓ / ILIUM. W/' / 1 8" 01 NE IE=59.70' Z88 �- w "✓ w w w w w w "✓ FND MOT/ VAC�AATED �ry�i STRE��ff PER ` UGHJBOX \ 2" BRASS DOME 0 INANCE" N0. 3721 w W w w W w 1 w W W w W a- W W w w W w W � e �� VT 9 \ I PLANTED OVER m& PUBLIC UTIM[IY EASEMENT m m m m Y��w m m m m m m m m (NOT F4ND `I' 'I�A58 A(C.OA CONTROLAN. 7510290664 J. y ` W W J. W y W W y W W \� W W J. W y W W y W W y W W J. W y ® MAINIINGPOR&INBd9 I MP2ln / I NO. 608-001) W b W W W W W W W W W W V� W SHORT PLAT NO. SRW W W W W W W W W •✓ W W ,d� 7 Z7 30' NONEXCLUSIVE AFN 7904190888 / ® A57� CB ZIB ROADWAY EASEMENT/ V- w w a- w w a- w m w w WINPY2104-90 6 w m w w w w w a- w w a- w m LUMRI. W/ m � m STD GRT T7 AFN. 8�07160761 I LIGHT J�OX A56 I RIM=62.78' L w MP •✓ w w w w w w w w w w w w w m w w w w w w MP17 m w w m w w I" 8" PVC W IE=80.78' m �w m SDMH m m m w m MPS Z6 w m w w RIM=62.00' , w w w w m w w m w m w w m w w w w w w -.� �18" CPLIP E IE=5700 M.i21 I I RI STD CART T2 _ - _M ICPEP W IE=57G0' w w m w w w w w �- w w �- w m W w YL� RIM=fi2.61' _ 'PHi 89421-OOTv I 1 I 24" CNC N IE=58.83' Z4B w w MR$ N, �- y---yt_-�. �� y-_w� w w w w w w wMP11 y. w .✓ w w .✓ w w m w w w w w p55) B" WC E IE=60.01' __ 24" CNC S IE=58.83 Z4 --- _---_ _ ------c„- -_---- --_-_ FND MOT/ __________IIIIIIIS!/ \�- J SILT FENCE I 1 1/2" ALUM. DISK W/ PUNCH 0 SURFACE III SSMH L_1WSDOT 167016" TESC POND I CB STD GRT CB STD 1-®- CB S D CART RIM=63.38' RIM=65.09' L- RIM=63.26' V-DUTCH 8" PVC E IE=57.04' RIM=63.7 =�_ 8" PVC S IE=61.98 8" PVC S IE=59.79' HYDRANT LUM. W/ 8" CMP S E=61.1 hI CB ST) CART T2 ( ) 8" PVC W IE=57.04' T LIGHT JBOX _� __ J TYP 1 RIM=63.68' �5' �TfE'L^ECOMMUNICATIONS /jam -CO�TEMP� I I l 24" CNC E IE=59.65' EI EA tME� AN. 20080519000521 CB STD GRT _I ENTRANCE m-m- -- CB STD GRT T2 _ 18" C P W IE,-IF_ ®_ r _ _ _ _ _ _ _ 17 RIM=63 65' I. -r ♦_® /- -r-AF r r r r r 24" CNC N IE=58.90' SRI 18° CNC E IE=59.50' 00 RD D RD r la MEy 11 11 24" CNC S IE=59.50' "TIE JT ' e FF=69.14' SDMH SSMH FF=69.2Y CB STD GRT FF=69.30' SDMH TRANSFORMER a SDMH ; POWER R E M FAUCET VAULT s RIM=64.7T FIRE PROT. RIM=64.20' RIM=65.10' RIM=64.96' SDMH SSMH RIM=6453' 8" PVC E IE=55.79' VALVE TYR 8" CMP S IE=60.90' FF=65.43' ( )SDMH 30" CMP E IE=58.57' 30" CMP W IE=58.74' - RI STD GRT RIM=6435' RIM=54.83' 36" CMP E IE=57.58' g PVC W IE=55.69' 30" CARP 5 IE=58.96' RIM=64.86' g 8" PVC N IE=54.39' 36° CMP W IE=57.58' RIM=65.10' CB STD CART 30" CMP W IE=58.57 SSMH pAPT( r 36" CMP E IE=56.50' (PLUGGED) RIM=63.85' TRANSFORMER36"1IWPY COM CMP W _ 30" CMP E IE=58.18' RIM=65.25' "I 36" CMP S IE=56.50' 8" PVC E IE=54.39' 30" CMP W IE=58.18' 8" CMP S IE=60.90' 8" PVC W IE=58.25' ® gNSF PPf2CEl gp23 8" PVC S IE=54.39' EX. BUILDING FF=f69.2o 8° PVC S IE=58.35' i 122104 8" PVC W IE=5429'1I POWER CB STD GRT L0T7PO� RIM=63.08' LOT LINE ADJUSTMENT NO. LLA-01-0019 CB STD GRT T2 AFN 20011025DO1451 8" PVC S IE=61.24' APN 122104-9D17 24" CNC IN IE=60 87' 24" CNC S IE=60.87' I I Nam EXISTING CONDITIONS SHOWN REPRESENT ANTICIPATED SITE CONDITIONS AND TOPOGRAPHY AFTER CLEARING AND GRADING OCCUR RATHER THAN SITE CONDITIONS AT THE TIME OF SURVEY. SEE PERMIT SET UNDER GRA21-0005 FOR PROPOSED CLEAR AND GRADE ACTIVITIES. AS -BUILT I MON IN CASE 2 1/2" BRASSIE DOWN OAS "CRY OF AUBURN PUBUC WORKS" ON SOUTH UNE OF SECTION 12 (C.OA, CONTROL NO. 708-007) lai E Q g Tn Of Z F- Z F- 0 O O Z O Q 0 LL Z Z Z m °F- a O IX N U Z c 1:j a 0 r Q O UU� LL O co p 1 Z I C N yy� = A 41 C 0 t n :A C C W �rvNN C to M ryNry Q l0 rnr. Ln3A to to C 0 C n SOU Ywrr7 PROJECT REF: FAC99-DOOR THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF ALIBURN'S REQUIREMENTS. E z , ._� zaa1R N N APPROVED BY: 13"8nOT0° U POWER POLE ABANDONED 24" CMP CULV =59. a H II I I E 5S0 35 LF 360 SA 0 0. H uu SD 0.10 BITTEN ITLo ttPE 2. 60' DN. W/ SOLID LOCKING UI RIM=64.20 IE=55.14 (36° S)/f SD O H N ES H II I- PO2IERJ ROLE CHANNEL N & S 8" PVC E 8" CMP -RE =9011& a - 4 BRIDGE ...JJLJJ �PoWER VAULT -T i POND) Z8 POWER POLE R >IX _ _ ^-w_w_ _- �% - _ GRADING AND TESC PLAN SITE SrABElZAT10N NOTS -}_-iPRINCIP �_ - �• _ - "---� ALL DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR MORE THEN W DAYS ?� ettreRwL � _ - _-- FOR SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH MR C120 TEMPORARY _ a %�%�%%%� %�% % %.%C%�% C AND PERMANENT SEEDING PER THE W14 STORMWATER MOYGEMENr MANUAL FOR -. Twp)I w - LUM WL C�T2 2CRT = - "" " �+ ++ W+`-+ • LOB+` STIC + WESTERN WASHINGTON (SWMMWW). APPLY EROSION CONTROL SEED MIX AT A RATE l LIGHT JBO% ROL _ nM OF ME MW A4 A ME 124 OF THE ! 114 q EEG. 1; - - _ , OF a0 LBS PER ACRE ACCORDING TO TABLE 4.1. MROSEED SHALL BE APPLIED 8" CMP T E=90 14" � TM. IN M., BEE 4 EMT, W. M. Iwmw WITH A MINIMUM OF 1500 M PER ACRE OF ORGANIC MULCH MID 3% TACKIFlER. - --___ 6x J--- _ - _ - -- S66�24'461 2658.32' (C) dtt p AIIWIN, KING dMMtt a - -------fix 74 T" i -N= All Off W.�WYETgI Know. what's b@IOW. 0 25 50 100 - A. PNo) PNo) pv)-i.3)alas)-NITS) MM c A75-�-��--- ar 24° CMP CULV CMPBB� 7R2'32°E 10.08 CMP E-88.87' bTff A72 A71 Table Tem Iiroeiov Cavtrvl6eedMu %Wei t %Puri %Gewmivtivv evnvga Oren 40 9 90 Aea(ury w6m wr. wmmWum wPovamm 98 90 Paewid rye- So ,diwm Redtop orwlonlM bentgmsa 5 9x 85 A rosnaml6v mA mr<&renuis white amen clover .s 9e 90 1> oliumr Ge ore you Ig. WrEnne \ \ \ � SOILS MUST BE AMENDED TO MEET THE REQUIREMENTS OF MP T5.13: FIND MOU IN CSSE 1. IN NO CASE SHALL A TEMPORARY STOCKPILE REMAIN BEYOND POST -CONSTRUCTION SOUL QUALRY AND DEPTH BEFORE THE CONSTRUCTION A 24-MONTH PERIOD. STORMWATER GENERAL PERMIT MAY BE CLOSED. EXISTING TOPSOIL FROM GRADED SDMN 3w WASS DISK 2. SEE APPROVED HAUL ROUTE PLAN FOR CONSTRUCTION ACCESS AREAS SHELL BE STOCKPILED AND AMENDED AS NECESSARY TO ACHIEVE A RIM=7a.98' W/ NO PUNCH OR X REQUIREMENTS. EXISTING DRIVEWAY TO BE USED DURING MINIMUM ORGANIC CONTENT OF 5%. ANY DISTURBED AREAS IFFY UNPAVED SHALL 8" CMP W IE=7013' DAMN 0.40° DEMOLITION AND EARLY CLEAR AND GRADE ACTIVITIES. RECENE 8° OF AMENDED TOPSOIL PRIOR TO SEEDING. COMPACTED SOILS SHALL 8" CMP W IE=7013' O.BO• SOUTH OF ONCE EXISTING PAVEMENT IS REMOVED, THE TEMPORARY BE SCARIFIED TO A 4" DEPTH PRIOR TO ADDING TOPSOIL. CALCULATED TNIERSwnDN CONSTRUCTION CONSTRUCTION ENTRANCE LOCATION WILL BE COORDINATED � -cB9°sio car n ALONG CENTERLINE OF C STREET. WITH THE Cltt BY THE CONTRACTOR. EMERGENCY ALB NOTES; '� 1: CONTRACTOR SHALL PROVIDE AN ACCESS ROAD AROUND THE BAR� RIM =74.19 $ / NEi�CE ; I e" POC W IE-7z.a' PROJECT SITE THAT CONFORMS TO EMERGENCY ACCESS / se 24 CULV I I REQUIREMENTS PER THE IFC. THIS ROAD MUST BE A MINIMUPORTING =5' `` 1L FIBIAe.]o �*Z2' 75,000ML85 GROSS OF 20 VEHICLE WEIGHT, HAVE ALE OF P MI MUM m A68 `\ \ 8" CMP SW I=6145'' FIND MON IN CASE 2 1/2° BRASS DISK VERTICAL CLEARANCE OF 13.5 FEET, AND A MINIMUM INNER �. 8" CMP E IE=fi8.45' \ \ RADIUS OF 28 FEET FOR HORIZONTAL CURVES. W/ PUNCH, 0.36' CRY OF AUBURN - j '1 PUBLIC waPocs' 2: IF THE SITE IS TO BE FENCED AND GATED, EMERGENCY 0000001 CB STD CRT i1 RIM=62 98' 8° PVC SW IE=5906' W W W W W W W W W W W W F� W w W W W W W W W W w w W A67 LIGHT VJBO% W W W W W W W W W W °✓ N W W CULV NN W W W W W W -✓ W W W W W W y W "r'TOI IDDD W W W W W W W W W W W W W CB iD GRT 1�� �24" CMP CULV NW RMoot M= .27' BIB > 5.79' .✓ m w m m 8" VC N 58.55' •U•[� \ry PAC E=48 ,A64 (O BM2 0 W ® W W W W W W W W W W W y W W W 1 110 WETLAND BUS W W W SOUNDVIEW CONrLTARNTLDATED AUGUST A2A4, 2022 W W W w` MIRFENE WPt W W W W W W W JW W W W W W W W W W W W W W W W W W W W W JW W W W W W W W JW W W W W W J iEL21 PER 34 �EM N ,� - - - - - - - w d/ ,w REMAINING PORT40N SHORYPLAT O. S�-B-Y9 T AFN 7 190888 / AP 122104-9016 TATTY WETLAND PRESERVATION SEE WETLAND PRESERVATION PLAN PREPARED BY SOUNDVIEW CONSULTANTS DATED AUGUST 24, 2022 CO OL UCTU E / - IOU' WETLAND BIIFfHi 10 E OVERFLOW TOP OF POND = 63.0 SHEET EIS MAX WATER SURFACE/TOP OF RISER = 62.0 TOP OF SEDIMENT STORAGE = 57.0 B^ E) BOTTOM OF POND = 56.0 / B. W) VOLUME REQUIRED = 102,400 SF VOLUME PROVIDED = 112,600 SF MIDI LF 18" DEEP PIPE O 2.45% �f1 i'MMrIJ181lJ ALL GRADED AREAS SHALL BE AMENDED PER BMP T5.13 AND SEEDED PER BAP CI20 SEE SITE STABILIZATION NOTE / VP11 V-DFrCH W/ ROCK CHECK DMA EVERY 5V EXISTING GRADE CONTOUR (TYP.) 1- CLEARING LMRB IM-089' 60W1w w w wow-w -w w w w w w-�w y w w w-w w w w wyfiw w w RIM-65.t0 m m o gALMs w w - w w w w w w w w „ w w w w UNABLE TO OPEN sm m- m m �S m q so m m m m m ° so sr So o so o Ss $s w T00 HFAW i0 DR s m 5 so SO - q m s m m m m m s m a-m-m- mm m m m m m L VJD��, ATER �_ __- ___ __ __ __ _ _64 __-m __ E 55-m-49- CB S! CB SID CRT q DP' Li q RD RD RIM=fi3.86 0 RD RIM S6i1511GW 18° CMP W IE=6001' R 0 CB SN GM q 36" CMP NW IE=5588' FF=69.14' RIM=64.&T' RIM=fi3.85' 36" CMP SE IE=5615 SDMN CB STD GRT SDMN SSMH FF=69.21' RIM=64.20' CB AD CRT RIM=64.J5' 8" PMC N IE=54.39' RIN-63.26' CB STO GRI RANT 8" CMP S IE=60.90' g• CMP S IE=fi0.90' RIM=64.53' RIM=fi4 )]' SDNH q 36' CMP E IE=56.50' (PLUGGED) 8^ PVC S IE=61.98 30" CMP E IE-5758' RIM-63.38' 8" PJC E IE=5579' FIRE PRAT. RIM-65.10' 1 36• CMP W IE=5 i50' CB STD CRT 8" M E IE-54M 36• CMP W IE=5758' 8° PJC S IE-59.]9' 8" PVC W IE-5569' VALVE (TP) 30" CMP E IE-58.18' �(, d FF t�� 4 36" CMP S IE-5650' RIM=63.08' 8" PVC S IE-5439, 30" CMP W IE=58.18' I 8" M S IE=61.24' B" M W IE=5429' PER CITY STD E-02 (TYP.) 62 CB SID CRT T2 RIN 64' 24" ONO SE IE=5B 39' 24° CNC S IE=5839' CB STD W T2 RIM=fit 68' 24" CNC N IE=5838' 24° ONO SW I1 38' LUM. W/ ea DGHT JBO%� A62 END 2" BRASS W/ X O SUIT PAINTED (C.OA CON NO. 608- 12" PW FND MON 2" BRASS DOME X, TT 19820 A `T rroc) A60 CB GIRT RIM- .14' 8" I NE I 9.70' ON ALL CATCH BASINS IN THE VICININ OF CONSTRUCTION. PER CITY \\ STD. E-03 (TYP.) EX. GB TO REMAIN PROVIDE BOLD LD WfLE TEMPORARY CONSTRUCTION / `. ENTRANCE B N RACE �______________ \ l / TEAPORA ICCONSIRUCTION ENTRANCE % ISM COA SD DTL E-01 TO BE LOCATED AT EXISTING CUB CUT -m wm w m w-mw mom - m ' SSMH FF-6930'J >unn RIM=65.09' RIM=65.10' 8" PVC E IE=5704' 30" CMP E IE=58.57' 8' PVC W IE-57.04' 30" CMP W IE=58.57' SOm- CB STD CRT FF=65 RIM=63.I2' 8" CMP S IE=61.12' soo ts 2o a 3V SSMH I W' RIM=65.25' o^ PVC WDoc, 0 it 58.25'ICI E NC S STD GO / FND MON 1 1/2" ALUM. DISK Q J co U PO co 0 Q O Q Q Er z m a Ctl >lu Doi U \\ RIM=62.52' 24" ONO NW IE=58.ST 8" DI SW IE=59]2' 24' CNC S I1 57' 12o PVC CULV NW-59.17' POWER RILE AS I �a i 1 l\ O O N j CT J (n Z_ U)qq jr �RR V Q OT z=�U it it J O EL 0rIr ar Q U- UU�< Ir co i.Y PUNCH O SURFACE _p Ic �' - 'YISOOT 18701 5 1 R lh SE g i z > CB GR RIM-6. aIF 8° C W 1 9.63' TI}I ONO E=59.65' CB STD GET 12 J RIM=6365' m 24" ONO N E-56.90' I - o n 18" CHICE IE-59.60' 1!I o 24" ONO S IE=59.W' A54 r -, sl Ie C ? I I s00000 R 011 C f� a to C IX i - W. H ZI F DGHTMJB3% I I C 3 y) W = o S d gF a < s VI r fV i I MN O c� l �I Im U Y v I I v 100' I I I i m SDMH POWER nDO,� o PROJECT REF: FAZ`mL2-000$ .E THESE PLANS ARE APPROVED FOR ` CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. E o m C 8 a A20.03.18 i_ xAenmar o N O APPROVED BY: N g POWER POLL I 9 SITE PHASING PLAN FOR AUBURN LOGISTICS PTM W THE MW V4 A ME V4 W THE EE 114W AEA. IA TVITV Al M., MBE 4 EMT. W. Y. CITY W AUMAIM, MIME OCIMTY WAR W WMMIMI RECORD DRAWING WETLAND PRE�iVAT10N SEE WETLAND MITIGATION PLAN PREPARED BY P4 SOUNDVIEW CONSULTANTS DATED AUGUST 24, 2022 0 PHASE 1 MP'1 PROFFOEE® ASPHALT PAVEMENT (i1PJ 0 PRO MON 1 1/2" ALUM. DISK W/ PUNCH 0 SURFACE N -\ ^NSDOT 157015" CR SR) GRT T2- RIM-63.65' 24" CNC N IE=58.90' 18° CNC E IE=59.60' NEW DRIVEWAY PER 24" CNC S IE=59.50' C.OA SRJ. DTL T-34 A54 SE? DETAILS SHEET C7 -..{ I 11 -1 $ I $ WROIN D®ICAIgN ' I ALONG BlIENTIREPARCELCa i62g4�B0O - „I 11A= 89 SCNHw-w-w-w-w-w-w-w-w-w�-.w-w-w-w-w-w-x-w-w-w r-w-x-x x x x x x x- x x- x x x- =1 I If iw6 RIM-6510' -so-m m so s - - -w- --w-w-w-w-r-r-r-W- -w- - - - - - -wx w--w-w-w-w-w-w r-r-r- - _ w_ I .1 UNABLE i0 OPEN m _ _ _ R µ� .'POWER 4 TOO LEAVE i0 HIT o _ _ _v-sso q so s-m-ss-v--v-m-v-s-m - -ss-m- -m 9m Rm gm 9 -s o w- - ro N-so-swI o- - - - - - - - - - - W ADLT" - ^�cwW .�. REMOVE .OASIO� THE - PIXE - -v- -ss-ss fl-ss vWATER - - - - - - v- ss - v v _ P91 C.OA HTD. DTL T-P' CB STD GRTm R v OtIltz q D ss D m sv sss so SEE DETAILS SHEET C7 q CB S1D CRi RIM=63.86' qq--,,pp'�C I ,¢�O }� } F °�., T I[�j, ° 1swyy}` �'I- I�1p b RM=lss 16' CMP W IE=60.01' N ° / VAULT %7 S TR6T7 T/ /�"�/ /T/T/ 77 T°T /T/ /TRq 77 �� C D GRi T'r � � D p v `D " RD � m V _ S6MH I q 36' CMP NW IE=5588' f RIM=fi4.20' SSMH SDMH �i 7` _ M I/ CB SiD GRi 1RANSFORMFR .� RIM 550$ 36" CMP SE IE=56.13' SDMH f ff=69.14' RIM=64.83' CB SID GRT RIM=6385' FF-69d0 SDMH) RIM=6435' 8' M N IE=54.39' SDMH SSNH iT-69.21' H JRANT 8" CMP S IE-6090' RIM-6509' RIM=6510' GAUCEf I ;HANNEL N k S IEf5334' / RIM=fi326' RIM=fi453' CB STD GRT RIM=64J]' SDMH .Nx,i 8" CMP S IE=6090' B• PVC E IE=57.04' ID' CMP E IE=5857' CB STD OPT ,I J RIM-64.96' W B' PVC E IEk5344 I q 36" CMP E IE-5650' mm ` ' c, ^. (PLUCGEO) 8" PVC S IE=5198 30" CMP E IE=S)58' RIM=63.38' 8' PYC E IE-55.79' DRE PROT RIM=65.10' B' P!C W IE=5].04' 30" CMP W IE-589' Rill 72' -�'� M 30' CMP W IE=58.]4' 36" CMP W IE-56.50' CB w CRT 8' M E IE-5439' 36" CMP W IE=57.58' E. P/C S IE=5979' 8' PVC W IE=55.69' VALVE (TIP) 30" CMP E IE=58'6' EX. BUILDING FF - ±6920 8' CMP S IE=6112• SSMH 30' CMP S IE-5096' q 36" CMP S IE-56.50' RIM=6308' 8" PVC S IE-54.39' 30' CMP W IE=5818 PoM-Bi25 8' PVC W IE=54.29' 8° PVC W IE=5825' _I I r � /61, 1 /D NON_$1 H MP21 1 1 2" ALUM.SK,:I W/ 0 SURFACE WETLAND FFEBEFWATON A...,�� 167016" f d a SEE WETLAND MITIGATION PLAN PREPARED BY''�-I SOUNDVIEW CONSULTANTS DATED AUGUST 24, 2022 A55 J e �' M MP" CB D GRT RIM .68' 'd L N99'18'34T4 1437.44' / MPI6 IB' C w 1 9.63' Y 1 ' .I SIGN CNC E =59 65' 1 I d POWER PORE CB STD GRi T2- ' I I` . A9WOONEO 33 RIM=fi3.65' J I p I 24a18' CNC N IE=58.90' ;tt+ /r }POWER 18" CNC E IE=59.60' 1 POLE 24" CNC S IE=5950' II MAWASIIA WINdrWIDE T8IOW HIRRIR S y Slm:-mam-m-m m P IM- 89 60MHw w x °x' " n w RIM=65.ID m " M UNABLE TO OPEN C POWER q TOO HEAVY TO URPORE VR ss m v ss- AT CB SID 6 RIM fi3 CMP W IE=fiO / RIBB" 50 SSNH I q 36" CMP NW IE=5588" FF=69.14' RIM=6483' RIM 65.03' 36" CMP SE IE=S6.0 CB STD GRi :HANNEL N E S IE}53.34" RIM= V 8" M N IE-54.39' RIM-6326' 8" P/C E IEk53.14 36° CMP E IE= i (LU) 8 I PJC S E=61.98 i 36° CMP W IE= 8 PVC EE56 9" q 3fi" CMP S IE=5650' RIM=, 3 T 8" PAC S IE=54.39' tt c, ". a' PVC W I1.29' �PNIAEEI 12.29, 12' T;Rt PHASE 2x.R // / CB 5iD CRiRCB SAD SDMH SSMH .21' RIM=6420 RIM=63 CB STD CRI H"CRANT 8" CM, S IE 6090' 8" CMP S IE=60 RIM=64.5Y RIM=64.7)' SDMH IP....i -038 30" CMP E IE-57.56' RIM59.79 8' PVC E IE=5579' 1 MT. RIM=0 10' 36" CMP W IE=57.58' B' PVC S IE-59J9' 8' PVC W IE=5569' VALVE (TYP) 30' CMP E IE=58 EX. BUILDING FF m ±W20 30' CMP W IE-58-'8 1 - W1,= = g C z c a �J CL ir m $ co a ' ` R r HIV A i%Il ll s I $ I II a JI li JzvO) I 'r T I I w=Qv v- I I � u I 1 1 I l mmII1 b S Q�I O POWER W E CLrrCl VAULT I I Q �cc R Q n W =Opp ct 0 0 I V) I h I III I � I z A54 f I ry o c II Y I I I w m - y C J t Nye * I in N DSDMH D TMNSFORMER I o- C Q 'H ET=69.30' SDMH '" ME RIM=6S09' RIM-6510' FAUCET 1 RIM=6496' 9 POWER 8° PVC E IE=S].04' 30" CMP E IE-5857' CB SID GRT / VAULT I Z C E`1 B° PVC W IE=S] 04' 30" CMP W IE=58.5T RIM=63.72' FF-al 9 W CMP W I174' tNG 8" CMP S IE=61.12' RIM=6525' 30" CMP S IE=5896' 6 iRAN6�ORMER Y (ram] P' PM: W I 25' , C N m V Yv AS -BUILT PROJECT REF: FAC22-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. _ /(jfJ�f�J C4 y A240P18 N m q}15 "c - Ii18380ipp Aj APPROVED BY: V POWER VAULT IpRINCIP ""c GRADING AND PAVING PLAN \ Trvm FOR TUC))twl - w - _ L W� 8 CMP E=8014'� /W' FOR 1•=so' _� _ =_ BOX = °=82.26' AUBURN LOGISTICS �R24,B� --- -_ --_- _ = _ 2esea2 (G) _ -- --- - --- - CITY !I X.I EMT, W.UN Y. 25 5MMM0 1W- ___ + ___ -ig- _- __ N� CITY OF M J♦IO OOU - _ ---- ----_qg-- ETAT[ OF MIwpT\pl - I IIII MAIL 10IOMPOMPIM f,11_CllFl4 /IYv7 \ J mnR \ Pl �_FA - A75 -�1� 4tL 26'P .17'211. \ d.8•ry22• R.2 �, � M \� 1 `jl rl 9I. '1 "R= A70\ \\ \� END MON N CASE \ \ Z =5 P CULV / CB S1D ---/ SEMI 3' BRASS DISK =5 0' RIM= 9J' / [ IIII I I "CMP 11T \ ��1 RIM=74.98' W/ N0 PUNCH OR X \ \ a II 8" MP N IE-588J' 22'y2•E 10.00' 9.9N °\ y 8' CMP W IE=]0.13' ODOWN.W ou I I CMP IE=5B ]]' ` IIII f 18' CU E / / !� \ \ A 9f tIIIII 8" CMP W IE=]0.13' O.BO' CALCULATER INTERSECTION. t / ALONG CED IRUNE OF C ]1 II Pie 11rI� / CB 4D GR1 T1G CENTERLINE OF C SfREET. \\ \ \ Z I' II I I,l : ' / OLE /�� FENCE IIIII I SoPVCW IE=]204' 19'\\ \ a w P dl 24" C CULV I 1 _I^ =5 7' .✓ .✓ m W m m m w ER .� PoLE � W W � W V• V• W '•V� Z13B W W W W W W I \ ns� - -v w It, It, w IT, I W W W I 2C CULV I 10B 79' w w � � � w w •✓ w •✓ •✓ w w Ir 1 w w 1 710 IF r I Z9B W W W W V• T� W W W W W 29 .I 1 I I MP VACATE N, 1 TI STREET PER W V• V• V• W W .V �V W W V• j II OR01 CE N0. 3021 I ZB k.PUBUC U UTY ENT 1' /A['N 75102 0664 W W V• W V• W W .V �b' W W / 1 I WAY 1 ,3Kp9A/DNONE%CLUSNE P I1 1 e / OFN. 620]6T 0761 r I.1 ..:• ,�i I ' j POWER POLE II PAWDONED I;I1I1 I I I _ I III IIII - 777 1T ( TELECOM. EASEMENT I 1_7% PEN. 20M1900I521 ' I' III I, II I / ••� yro � TWO ^„^"�"!� `{ I CI]A BID 1- Il.;r RIB-651D NABL 1D \' POWER J I TC -1 q Tao HFAvr is I POLE I% 5'P , ,�J CB STD RI CRT M €I 18" CMP W 11 RIM=fiS SSMH X 36' CMP NW IE=55.88' RIM 6503 36' CMP SE IE-5613 L N & S IF 5" PVC E IE W 34' 53.44' +- Y H 36 CMP E 36 CMP W IE=56. ' X 36 CMP S IE=56. I TOP OF TONE/MAX WAT TOP CHAMBER = 62 BO OM OF CHAMBER/DI TTOM OF STONE = 5� VOLUME REQUIRED = 11 VOLUME PROVIDED = 11 SEE DETAIL SHEETS C10 IIICB STO GRT T2• RIM=74.70' THE MON IN CASE \\\\\\ 8" CMP Sw IE=68.a5' 2 1/2' BRASS DISK \\\\ 8° CMP E IE=6845' \ \ W/ PUNCH, 0.35' CRY OF AUBURN \\\\\\ PUBLIC WORKS" CB STD CRT IT \ \ \\\\\\ I RIM=62.98' CB 5T0 CRT T2 \ 8' PJC SW IE=59.06' RIM-1 24" CNC SE IE=58.39' 24" CNC S IE=58.39' A6]��\. `� LIM �UGHT IJBOX W I. W III/ W i R¢MAININP P / SHORT PLAT 6. 79 - ' wn-ANDATION AFN 7/964190 SEE WETLAND MITIGATION PLAN PREPARED BY APN 122104-9016 SOUNDVIEW CONSULTANTS DATED AUGUST 24, 2022 ER AMBERS = 8 .25 �10 S FACE = 63.0 STORAGE ELEVATION = 58.00 10 OF / 10 OF MP11 IX/BORARTro IBAAN / DID TWO BOLLeroe ON F -J \- PER COA BID. DIL W-01 M� :IUM mi I i f 'w F -� ' rtu "SEGO" SSMHS au. . . i V i - / / /RB / /�i / / / / / / /"Y„q / �J �T-�T j`y7��J*r CB 5T0 GRi I. CB S10 GRi FF=6B.14' RIM=6483' C. STD GRT J NU 8m MI S RIM=6365' ryy�\ 8' PVC N IE=5439' SDMH SSMH FF=6921' L HYDRANT B' CMP 5 If=6090' \\/ RIM=6328 CB S1D C4II SDMH 8" CMP S IE=80.90' 11\\1>V RIM fi453' RIM=64.]T ,ryp•, (PLUGGED) 8' PVC S IE=61 98 30" CMP E IE=5].58' RIM=6338' 6" PVC E IE=55.]9' FIRE PROT RIM=65.10' GRT B' PJC E IE-54.39' 36" CMP W 1E=SJ.58' 8" PVC S I1 ]9' 8" PVC W IE=55.69' VALVE QYP) 30° CMP E I118' EX. BUILDING � * '2i 05' 8' PVC S IE 54.J9' 30° CMP W I118 -.� 5 I¢�L2d 8' PVC w IE 6a29' PROPOSED AERVL flRE ACEF55 ME AREA TO R MARKED WITH 4' YELLOW SIMPING MGM WITH THE ME - NO PMWNG' IN 24 INCH HIGH ALLOW BLOCK UMERS MRf 50' PER ACC 10.W.1J5 (DP.) LUM W/ CB STO CRT T2 LIGHT JBOX MM=61 68' 24" CNC N IE=58.38' 24" CNC SW IE=5838' \\ LUM. W/ �., LIGHT JBOX� W W � 31 SSMH U 09 RIM=65.' FT=69.30' RII 8' PVC E I1 30" CMP E IE-58. 6" PVC W I1 30" CMP W IE-58. PROPOSED OEMLL FIRE AI UI AREA TO R MARKED WITH 4° ALLOW 91MPING MARK WRM "RRE ME - NO PARI IN 24 INCH HIGH `U-LCW ROCK 1111ER5 EVERY `A' PER ACC 10.N.1J5 Em) 12" PVC CULV =59 PRO MON BRASS DOME X, 'PT 19820 MTB35'OY W/ A60 U JBO% CB GRT J RIM= .1H' 8" I I NOi FO D) I\ A=7T39'GH R=120.00' L=1 fi28Y FIND MON \T 2" BRASS DOME-�-/- W/ X 0 SUR„FAA�Ct�EF., PAINTED Y"C^ MP (CO.A. CONTROL R =62. NO. 60$-001) 4' CNC IE=58. 8' E II 24' NC S I 5E B STD T1- R 62 ] ' PVC IE=fiO J END MON 1 1/2° ALUM. DISK P21 / PUNCH O SURFACE POST(pNSTAUCTION 'WSDOT 167016' I CB STD GIRT T2 \ RIM=62 52' 24' CNC NW IE=5857' 8' DI SW IE=59.72' 24" CNC S IE-55.57' 12" PVC CULV NW=5917' y POWER G��I \ \o\ PoLL I \ \ Y 1 1 V WETLAND BUFFER A55 h, / CB iD U m a RIM=6 0' ' I �' c I1 e 18" WE 90 6 i _7 CNC Eso FUR -- -- -c----____ _-r ��5♦T CB S1D GRT T2 i r "' I i i ,.J ,.J (IIIII / 24" CNC N IE=5890' e CNC E I150' . a p o 2C CNC S IE=5950' .Q s B --- I A56 I oo��� ♦♦ III11 �� I -- - - - ♦ IIIII____-- PROPO®SBIpWDE01CATL7N } ll o YI ♦ �♦♦� ♦`_- ___ __ 61. ALGNO ENIEE PARCEL 4122109-90i7 AND LUMINAM J 1 64 FBI WA BID T- T-R T-10.Ab Y10 i�-.�as�� I �.� I _ / • NEW DRIVEWAY FOR r i C.OA BID. ML T-04 O EI II1 I IBF�BfffEC7 I a �'AMWEx 1Y�7Bi VALL� 4 ♦`. 1 _' IC 11 C IliC 1C L►81 W,DE MEW WEMTION IN INSI NEW POLE �) PER PaA IUD DTLw ---1F' ANDL.0 NARE Y3 C Q fttiA-BIBOlE W2K I FBI CM BID DTL 7 Sp 'I^' T-B,T-A AND T-W L� 3 F * " I'I !I m Li Y ♦t FEMALE EYWIPLWALK Y D i RME F1C 10 WALL IR M'dER ADD FBI SOMH P9iCAA 810. DiL T-16 CB SN GRi _ _C CA 8)Q D1L W� RIM-64.96' FEW _ q 30' CMP W IE=5874' JTFM MALMgTC78' CMP S IE=61 12' SSMH 30' CMP S IE=5896'- - RIM=65.25' 8" PJC W IE=5825 6' PVC S IE=5835' PROJECT REF: FAC22-0DOR IRWTION DMA NOTETHESE PLANS ARE APPROVED FOR AFTER RECEIVING APPROPRIATE FEE PAYMENT AND VERIFYING THAT THE IRRIGATION SERVICE LINE AND DOUBLE CHECK VALVE ASSEMBLY (DCVA) CONFORMANCE WITH THE CITY OF AUBURN'S HAVE BEEN INSTALLED (NOT BY CITY), THE CRY WILL REMOVE THE REQUIREMENTS. E SPACER AND INSTALL THE IRRGATION METER INSIDE THE IRRIGATION m METER BOX. THE PASSING TEST REPORT FOR THE BCVA MUST BE RECEIVED BY THE CITY WITHIN 72 HOURS OF INSTALLATION OF THE ._ mxo31K S, F/� IRRIGATION METER. APPROVED BY: 1'1.b"� N IJJC / POWER VAULT 8 - - _ _ (PRUJCIP 1 W �RrERIAIBOX_ _ -_ -_STORM DRAINAGE PLAN - _ FOR _ 1•=w _ __ -__ a22' t- - AUBURN LOGISTICS 568'24'IB'E 28383Y (G) -- ---_- _=]y aa-�_ o PIPEOPIMl MW W4CNC 1/40I ME Cl 1/W OB ClC. IL- - -+ --- ->•--- --_ o__ TM?. !1 NI UN ACT, W. W 0 25 50 100' -_ _�--N=== -__- _ ;CITY �l AM! COUNTY_ _ ------------ s =---_ �--_� -- - RAIL pIYA \ \ ,- W-- - - R G� z IL ^ S -� FI - v� - W -' -"�,_ PRO MON IN CASE A 18° CULV / G9 11� _-`-� _, JO \ WAR 3" BRASS DISK \ W J5 / IIi I I U' V MR N I 888]' I'2Y32i ODD' �° CMP 59W a \ SIR CMP RI1JIJm9W IE=]0.13' WDOM O40- OR % \\ V // I1 IIIII I { 19 CU E CMP E=BB.A' / / m \ )11`11` 8' CMP W IE=J0.13' 0.60 SOUTH CALCULATED 10NIIXSECIION, \ Z _' I '...•� r ` ' 1111, �II IIALONG CENIERUNE OF C STREET.ILE CBSJ GAP TI Z F«,So- RIM=J419' I A DON I fENC� / IIIIIII I 8°PVCWIE=I204' \\ \ 24" C CULV II CSIT2 m I JI I I =5 0' / RIM=7 4 ]0' 0' AND MON IN CASE *ZF � I POW POL� LL A}q A68\\\\\\\\ 1J,ee°° CCMMPP SEW E=64' 2 1/2" RASS DISK IE=84\ \ $ O a W/ PUNCH, 0.35' j ' 24! P CULV / \j "CRY OF AUBURN \\� dCo PUBLIC WORKS" \ CB SIT GIRT Tt II II x R . ]" L t =5 8" PVC SW E= I590s' M-611 fi4mil ' �PoCR W W w �w w w W '.P� HIC IE_ � 224'CCNOSIE=5839' - %- A67 LUM. W/o° I�i W w w w w w w w V MGM JBO% - 213E 'I,/,�/ w I w <✓ w - w ✓ ��\V��A I LUM. W/ CB M GRT T2 3 i /GYYYYYY ���� �\ \ LIGHT JBOX RIM=61.68' W w w w w w w W w w 24' CNC N IE=5B38' . 24° CNC SW IE=5B 38' I STD CRi R RI w w w w w w w w w w w I CMP V NW AAA �� RIM-CNC \\\ 12' PVC CULV SE 24° CNC NW IE�6.SJ' LUM. W/=59.00' 8" DI SW IE39.]2' S \�� LIGHT JBO% �p MON 24' CNC 5IE=5B 5J' lJ �l N v W/ 1982f BRASS ' X. B \ yl \R c \ \o 12m PVC CULV J E \ NW-59.1T 211 I 24° P CULV W / RIM= .2]' �C' $ \\ MWMO GT N � �� J 40 f R vr4Ty A�W, Will 00' Z I �\ bl%.68' POWER (6 POLE I, l Z9B a v w o A6 ] 9 Ir• � Q_ III I i I �� __ NONAFN. I561T '0U2,9P0L6II6Y4 �'I w ENI _. Y {QL Co 1/ W W RIM-R OQ 591 U ZpCEHA Imilim ;'R'[ 0.OJ?•PER -28 y PUBLIC e ML� Ill 7ASOMENi Co WIN FND MON CJO K MAI NG PORT�N w w w .I, w .✓ w w m w w 2" BRASS DOME S•RFaHOfj'YPLAT N0. - - 9 WETLAND LAIIMTION _ . W/ X 0 SURF I I I AFN 7904190 8 SEE WETLAND MITIGATION PLAN PREPARED BY PAINIm ce`sTe Tz / " j SOru'29Y! fiz4.u' SOUNDVIEW CONSULTANTS DATED AUGUST 24, 2022 (C.OA C L ® R =sz sY i NO. 608-001) 24' CNC IE58. @j" C,y �APN 1221 16 a' E IE=6 .oI' 2� oKwBy F iI §� T 24 iCNC S ITI r �-Z]B ® PROPCI CILT� DETENTION CHAMBERS 10 P1J I R =62]� ° �i/888 PVC IE=60,] UGLUMJ�% I ' z 44 1s" MINIMUM ASPHA T GRADE OVER CHAMBE S = 64.25 ® $ ao g0�5672 I 268 O�;SD;a52% TOP OF STO MAX WATER SURFAC = 63.00 ®� �D MON ffSfGI TOP OF CH BER = 62.00 1 1/2" ALUM. DISK y� ���E 6 _ BIOPO NR SEE DEi SHEEP 10) BOTTOM CHAMBER/DEAD ST GE ELEVATION = 5 .00 P21 W/ PUNCH O SURFACE 03/19 - I ] BOTIO OF STONE = 57.00 I "NSDOT 167016" R - ._ 6a.n -'& VO E REQUIRED = 117 00 CF 18' 55.87- - _ V LIME PROVIDED = 1 000 _� w o 9 I I B 1 1�_-82 80 59 _ 16J4 1437. MP 61 18 CNC ER9 65 - ;: w r I IE 63 = 55.00 � - IE 18 553J - B1 = _ EE DETAIL SHEETS C10 C11 _ v v - - - _- -- - _ _ - - __ _ -- - _ 1 653 T .. $ W ; I I1 65 _ s _ - - y' _ _ - __ __ __ \P CB 51D G 2 I 64 62 B0�- P- ---____-_ O s I SIGN / 63 _ _ _ I 11 5 LF 18 C EP - ______ __ul II CB II RIN=6365' j5 ABANDON lil III B5 - IIIII 'I I S 0. O -- - Ko I TYPE 1 WITH 18° CNC E IE-��90 (SEE GRA21 -0005) I Po�R Milli _ _ ____ _ _ _ a _ _ _ _ _ ____ _ _ _ _ _ _ _ _ x _ 65 _ _ _ ____ _ _ _ _ _ _ _ _ ____ _ _ _ _ o _ _ _ x _ I3Di-STANDARD GRATE 5960, I -I ry Q II'U I I/III - _ _ _ - _ _ - _ _ - o __ __ _�- _ _ _ _ _ _ _ __ o _ _ _ _ _ LM- U RIM�6361-63.29 2C CNC S IE= I s, s BDMH Mi SEE GRA21 0005- fi0 ��1�:4 ----- �- - _ `. ^' iiin IE-sha6(1z° w)61.o Asa I.., p 11 F J_ J 1 1 1 _____ sI IE=55.14 (18" E) -- ry 55� _ J�_ L � I__1__- _� __L- L_ - J__ L �__ L �_ _ �_ __ � _ �L_ _ �-1 _J- �- �__ �_ I L__ - J�- L LL �'� - - L_ I w �� RIM 554 I IE=55.14 (36" S)� S0 5 ? TT LF 15" CROP d 120 LF 15 CPEP 120 LF 1 SO O $3BN0 31 % E 1 WITH L 120 LF 12" CPEP - &S 6C GT-By $), V IE=55.15 (36" N) I �I r 4D / m SD 0.5 pa 45 LF 12" CPEP o O 0429. o� F 0 043Z 120 LF 12" CPEP 120 LF 12" CROP 1 I- I C Rjj Ij`jjI 11 I 8" CPEP _ 50 O 0.5 „_ SO 0 E.3BRO 319 °� SD O 0.30% M SD O 030% A DARD GRA E _ A E7 I IK II / SD 03iB!( 0" � \;�- I /A III=63�5063.55 \ \v'k (I G \ FAQ r I II 00% \ �� �`.t20 LF 5" CPEP \�'$y` \ , \; /IE=6B.36 (12' E)60.20 I I e I I ti 16.5' iHECON. FASENENF 1_7R '$O 0 0.3Bi031L `�'� AFN. 20080519OW521 I T' LBTRUCTUR �\ / -Q-O' a -as « %� 1� -sty IE=6Br38-(12" W)60.20 u� �j 'y' I I II TYPE 2, 54' CIA W/ SOU V \\�`�_ MINIS �`. GBMAt .CB XA6 ?'/ \ #A5 Tas as-iaz-as-e� 2.1'F O C 32 jj 17 �I I LOCKING P{D B#A10 CB XA9 TPE 2, " DW. W n TYPE 2, TII�W /� CB YA4'� e#AJ \ 287 LFI 12' D iiHH99' 44rymI�!,,�. M RIM=64-]2-64.]5 T1YPE 1 TPE 1 WRH STANDARD GRATE / ITIM1 ���_� E 1 W SO 010.30% i0x 7'f 56 b 10:70 iIl IE=5&BB-(11(" E)5J_BS_ GALA GRATE !S STANDARD TES .? RIM- 6356 ? STANDARD GW17E STANDARD GRATE oA° STANDARD GRATE �� STANDARD GRA \ I I I W SEE GRA21-00051rI / --- - - \ 78 RIM 6356 ? RIM 354 'V'/ RIM 3.56 t,. \�_ �- - STANDARD GRATE���� 11.8% S4 ROW DEDICATION ; v - IE=88:Bi3-(18K 5].85 ---RIM 6356 RIM635] �\IE�8i4- 15 SJ e6 _. `�/ 63.56 QIM=63.566355 1 t I r 0� N >z - IE=SB:S_B- 15" 175823 _- -�g6 - - ___ �/ _ - __-- - _ I I 01 _-.IEdi&E�-E}3 60.45- 5]86 - -- - 58 ]4 IE 12" 5911 - IE9&36(12"E)59.4] v- --IE 2t)5983 - y1_.._ _iPMfB I`�p IHl IE 1� _ _ _ - 60.34 58 23 HE " �58 J4 - IE- 12" �59 1 L - - 59 / _ 3 _ _ ly - I C Q I` w M- Das spmH w : w - w = - w' - ° 12_ IE 55.80 '^6 RIM-65I0 M 4 . w w, ;. _ '. - - 2 B3-ATLCNp ❑ \ 'mom N C Q I 59 4J E--=9=r 7 q7�F y�vyy j � (� �y�}I UNABLE i0 OPEN 5° sP F - i W x x x •= «g- W y@ I ` OWE J I IJ p T00 HEAVY TO uR _n gF - m _ _ _ ° .PHASE 21 _ m - _so WOE m• _ - n- r+ V a- - :o so So - I / I C LA J POWER a-• o .�.. ffi W m.� I� I I POLE CB STD R0 « - is - III/ A O N N 18' CMP W IE=60 / S T w so SSMH R % < CB STD GRTM Y_ S SSMH M 38' CMP NW IE-55.88' fF-61.14' MM-6483 RIM=64.20' CB S1D GRi SSMH SDMX • C M SOMH 1 ADM, Y e RIM 65.03' 36' CMP SE IE=56.13' V g' WC N IE-54.39' C8 SN GRi WNH SSMH FF-69.21' RyDRgNi 8" CMP S IE=60.90' RIN=6385' RIM-65.09' FF-69'3D RIM-85.10' �11! :HANNEL N ffi 5IE 5J.34' RIM- RIM-632C RIM=6453' CB Sill GRi RIM=64]J' SDMH (ADJUST TO FINISH GRADE, 8' CMP 5IE=6090' 8" PVC E IE=5]O4' 30° CLAP E IE=58.57' CB SIO OPT RIM=6496' 9 VAULT 8' PVC E IE 53.44' Y M 36" CMP E IE= (PLUGGED) 8" PJC 5IE=61.98 RIM-6338' FIRE PROT RIM-65IO' �) ADD SIX1D LOCKIN (Al TO FINISH GRADE, - �_���M XI° CMP W IE=58J4' 36' CMP W IE= GRi (ADJUST S FINISH GRADE, 30' CMP E IE-5J.58' 8° PVC E IE=55J9' Nfji��I 8" M W IE=57 04' 30" CMP W IE=585]' 8° PVC E IE=54.39' 36" CMP W IE=5].58' B PVC S IE-59 J9' 8° FVC W IE=5569• VALVE �) 30° CMP E IE-50 18' EX ��Q FF 2W)� ADD SOLID LOCKING LID) (ADJUST TO FINISH GRADE) (ADJUST TO FINISH GRADE, 8' CMP S IE-61.12' SSMH 30' CMP S IE=5896' iRAN ORMER a p 36' CMP S IE=5fi.50' RIM=63.08' 8° PVC W IE=5429' ADD SOLD LOCKING LID)(ADJUST TO FINISH GRACE)ADD SO D USI` TO LOCKINGNISH �UD)(�DS` TO FINISH GRADE) 30° CMP W IE-58.I8' 8° FVC S IE=fi124' (ADJUST TO FINISH GRADE, ADD SOLID LOCKING MD) (ADD SOLID LOCKING UD) RIN=6525 (ADJUST TO Fl 8TO FINISH GRADE' WC W IE=6525' Y Al TO FINISH GRACE) ADD SOLID LOCKING UD) 8° PVG S IE-5835' PROJECT PER: FAC22-0008 THESE PLANS ARE APPROVED FOR a CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. _ /(jfJ�f�J Cx A240P18 N N APPROVED BY: �� 12Q3"TW (� Taw) — ew) — nu°) ° Qpj p -� A (Vela L (/ 10 REMOVE EX191 NO DRIVEWAY EACO RENBDLT-15 PNE OUR AN DTLIER INSTALL NEW CIBMc GUTIER Pf3i 1V800T HID. DIL FD.12 N: 119698.78 E: 1293291.634 INSTALL NEW J-BOX WITH NONSKID UD PER BOA STD. DTL T-18, T-20, AND T-23 DRIVEWAY DETAILS FOR AUBURN LOGISTICS 10M OF THE NW v4 A xc v4 OF ME EE1I4MKC.IL TWP. IN M.. ME 4 EMT. W. M. _-- -1 I:I RECORD DR4 koV XQ _ co PROP08® 59 ROW DEDICATION BOLD DOI.�-YELLOW IlE `, `� ,` J N: 119851.84 E: 1293293.89 �•/ ALCNO ENTIRE PARCEL `, `, `� 1\ INSTALL NEW J-BOX WITH NONSKID UD Q PER COA STD, DTL T-18, T-20, AND T-23 'i `� ` ` `• ` N: 119854.84, E: 1293293.73 It N: 119701.78, E: 1293291.87 ,\ ' E7TOBE IJWTPOED CONSTRUCT NEW POLE FOUNDATION �CONSTRUCT NEW POLE FOUNDATION ` TO fEIBCV`0fD PER COA STD. DTL. T-19 } J PER COA STD. DTL T-19 P:<l ")—nw)— w) P(u°) '` ` INSTALL RELOCATED POLE AND LUMINAIRE a -=INSTALL NEW POLE AND LUMINAIRE ---- , P�Mrt w�)� ) P(w) PER COA STO. OTL. T-18, T-19, AND T-20 7J Z PER COA STD. DTL T-18, T-19, AND T-20 ` W 64,31± WIN =�AiHIM True)—ruM Hun—nw) < y ` s m per—o— r- �aaer Tim— � — — — <raw g Q u Trmb--,(uuy—mbkgki�mw)pa �Trv°)--�rrn)—r(wl feel rtw)—rcwi—rcw:mo)�*.n°) Q mm rtuHal m _ p\ l ° I EMI rt —rcu� 8.7S:r ) 7M) True) — I ma) —rlw: I UE aw w Ptl ee iq _ _•^— —so50 �a--5°ed— —So—So so—m—xn—cn cn—cn—c. —..- .. _ _ 1 P(ue) INSTALL NEW 2' DIA SCHEDULE 40 PVC STREETUGHTING - --C;pA✓i1D. DTL"TT "—x—x CONDUIT AND WIRING UNDER NEW SIDEWALK PER BOA STD. DTL T-18 AND T-23 IX. J-BO% TO BE REMOVED DEV- - --- -- 23-0035 C ST NW DRIVEWAY GRADING DETAIL 9 x ISTALL NNEW 2°xD1. SCHEDULE 40 PVC STREETUGRRING w xN CONDUIT AND WIRING UNDER NEW SIDEWALK PER COA STD. DTL. T-18 AND T-23 9 IX. CONDUIT TO BE REPLACED 9 1" "0' Y I I i I I I i iI iI i i I I 11 161 a._e._w_ar_ar_ EXET Mi DNVEM'AY TO HE REMOVED AFTER NEW DNVE'WAY 0 INSTALLED 71 nw)—rNe) �1 o—rcw)—rcoq—awn—Hwp � Hwl _Hw) _a°x_—P(an_ P(<.1 _.aa�) _rcoxl— rcew—P(«n_ aan _na�wT waxj—P(a,n—ne.)—n I� TRUCK TURNING DIAGRAM — LEFT IN, RIGHT OUT 1' - 20' — rcw)— rcoro — P(oro — a(M— pow)— Hap— KOH Haxl— NCH) —P(<p� 5 _ SECTION 10.05.05 OF THE 2022 ENGINEERING DESIGN STANDARDS. 23-DEV0035 APPROVAL FOR A DRIVEWAY APRON WIDTH THAT ENCEEDS THE DRWEWAY THROAT WIDTH. APPROVED 1/24/2024. WB-67 - Interstate Semi -Trailer 8verall wdtt e5 ft Overall BodyHil hl 13500ft a P V N U �z Tcc j� in� a =ooLL �d 0 0 V) Min goac Gwoal' Clearance 4tl - Max T k LvdtM1 1.98Ofl Lock -to -lock time 600S Max Steering Angle (virtual) 2840' _ z Y —.——.—.-2f Lki�x x x x_._x_x_x_x_ TRUCK TURNING DIAGRAM — 1' = 20' Is Hal oo=�ca �0 �In F less C W CN$ DA ec mC1 �Yv Hoxl—Hoxl— Bar) — pose —pl ( <) Tpc) IIw) Tp,e) — Tax) - PROJECT PER: FAC22-0008 L31 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF ALIBURN'S REQUIREMENTS. = o ^^�<'-zxaailmar N APPROVED BY: (� SIGHT DISTANCE DIAGRAMS FOR AUBURN LOGISTICS 11M W ME NW VI A ME VAW ME aE 116 W M. IL TWe. M X., HM /EMT. W. M. CITY W MaM1N, MNO MMNTY WAR OF WMMINOTOM RECORD DRAWING -=CSTNW -��- k PEDESTRIAN SIGHT DISTANCE TRIANGLES SCALE 1" = 20' C ST NW SPEED LIMIT: 40 MPH DESIGN SPEED in 50 MPH Time gap Irp) (seconds) at design speed Desi nminiGle of major road Passenger car 7.5 Sin le unit tuck 9.5 Combination truck11.51 Note: Time gaps are fora stopped vehicle to turn left onto a Two-lane highway with no median and grades 3 percent or less. The table values require adjustment as lollosi For muaigme highways For leg turns onto two-way highways with more than two lanes, add 0.5 seconds fro passenger cars or 0.7 seconds for racks for each additional lane.'rom the left, in excess of one, to be crossed by the turning vehicle. For minor road approach grades: If the approach grade is an upgrade Nat exceeds 3 percent; add 02 seconds for each percent grade for left turns Exhibit 9-5e. Time Gap for Case 81-Left Turn from Stop FROM AASHTO - GEOMETRIC DESIGN OF HIGHWAYS AND STREETS ISD - SPEED x TG ED-73"3ft/ax11.5a ISD - 843 ft 15TH ST RAMP TO C ST CURVE ADVISORY SPEED LIMIT: 20 MPH DESIGN SPEED = 30 MPH Time gap lfpl iseconds) at design Dest n vehicle seed of ma or road Passenger per 6.5 Single -unit truck 8,5 combination duc Note: Time gaps are for a stopped vehicle to turn right onto or cross a Iwoaane highway with no median and grades 3 percent or less. The table values require adjustment as follows: For morphine highways: For crossing a major road with more than two lanes, add 0.5 seconds for passenger cars and 0.7 seconds for mucks for each additional lane to be crossed and for narrow madams; Nat cannot stare the design vehicle. For minor road approach grades: If the approach grade is an upgrade that exceeds 3 percent, add 0.1 seconds for each percent grade. Exhibit 9.57. Time Gap for Case 1132-Right Turn from Stop and Case 113-Crossing Moneaecr FROM AASHTO - GEOMETRIC DESIGN OF HIGHWAYS AND STREETS ISD = SPEED x TG ISD oo 44 ft/s x 10.5 a ISD = 462 ft LEFT TURN LIE OF EIGHT ISD - 847 11 P%M" STOPPING SIGHT DISTANCE Tab193-1, Stopping Stem uklanco on Unil Roadways dS ivalame Memo o..ir,• 6wN e..♦. ola.= N on:•9 anl...l m snm:v o.a9 a=+u e.m o-� pN e..u:v d.l...l M s�.916n ra+.a M om.� N ua N ml a019 is 55.1 21.6 76.7 m ID 13,9 dd 1e.5 20 )Bs Y.s 111.9 u5 W son loz 312 35 25 919 No tsl.9 Iss a rA 19A 461 50 30 nos 66.6 1967. an m me 21.7 61.5 65 35 MA 117.6 2662 250 60 612 613 63o 65 90 Von 1106 30L6 Me 70 al 562 IwY 105 45 165A 1946 JIM W 00 SSA 136 129.0 III 50 Mae 260.0 da.6 CIA W 626 93.9 1555 160 0M.1 M.3 drz6 M5 1m 69.S 116.7 1U2 in 6S Yb9 Me W..6 "a IM es.6 165.2 2666 250 70 2573 6703 727e 730 130 906 103e R6.R INS 75 W56 5399 ass aM lb W2 IIi.0 3E.1 325 p MA 6143 R63 910 65 313S vas learn 1010 NNE: ewe nadlw drama pradlaaa 9n a dne of 25 cdimeraton not of 11.2 We p a met read m data nma dabled vs61 am..� FROM AASHTO - GEOMETRIC DESIGN OF HIGHWAYS AND STREETS 1._W. SSD - 20o ft 100 111\e11111110\\\\``l �e EXEITNO VEGETATION N LINE OF SIGHT S9D LINE NE qA�.l TO BE REMOVED WRING WETLAND PRESERVATION AC WME8 SEE PLANS UNDER GRAD21-0005 FOR INVASIVE SPECIES REMOVAL, \ \ o I NEW PLANfINO6, AND PROPOSED PLANT MAINTENANCE IN THIS AREA \ `o RICM TURN urrE OP aN ISD - aex 2' � 5 462' -- - 0 W- C N'V Frogj-a"- 0+00 1900 224W am MOD am Ism 7+00 Nog 111 VIM 11100 um Ill DRIVEWAY VERTICAL SIGHT DISTANCE DIAGRAM 1" = 50' NOR ' - 5 v_ki a U cc U J ir m i V V' C0 1a r S C4 rU^co J Z V it .� i Id in a_ O LL �d O rn C9 r+ o s Y N OR MC Or y L C O i l EI Cm RC CN$ �1 C Q 8 to LD O in fill PROJECT REF: FAC22-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. = o 7m� APPROVED BY: 12Qa4P7W BCE GENERAL SITE DEVELOPMENT NOTES: 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPUCABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBUC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGRAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. B IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFUCT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, D IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. B. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFlWNG ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILTTY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY MANG JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODY REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA AS WELL AS ANY OTHER ENTITY THAT RAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FIAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE UFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FIAGGER FOR EACH WIVE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PUNS. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STNONG CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS INC.. 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS INC., PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE IN WRITING. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED CITY OF AUBURN PERMIT DRAWINGS, CONSTRUCTION NOTES AND DETAILS 1 FOR AUBURN LOGISTICS ETM W ME MW 1/4 E ME 1/4 W THEN 114 W M It TOUT. M M., EN 4 EAST. W. M. CITY W AMEN, ME C)tINTY $TAN W WAAHINGTCN RECORD DRAWING GENERAL CONSTRUCTION NOTES 1. All MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE LATEST REVISION OF THE CITY OF AUBURN STANDARD SPECIFICATIONS AND DETAILS, AND THE CURRENT EDITION OF THE STATE OF WSHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM THE BEST AVAILABLE AS -BUILT RECORDS. THOUGH THE INFORMATION WAS THE BEST AVAILABLE AT THE TIME OF DESIGN B SHOULD BE CONSIDERED ONLY APPROXIMATE AND NOT NECESSARILY COMPLETE. R IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PUN. 3. IF DURING CONSTRUCTION ANY OF THE EXISTING SITE FEATURES AND/OR UTILITIES ARE NOT AS DEPICTED ON THE PUN, THE ENGINEER OF RECORD SHALL BE CONTACTED IMMEDIATELY PRIOR TO CONTINUATION OF WORK IN THAT AREA 4. THE CONTRACTOR SHALL ORDER A UTILITY LOCATE AND COORDINATE WITH ALL UTILITY COMPANIES FOR VERTICAL AND HORIZONTAL LOCATION OF ALL UTILITIES. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF ANY UTILITIES IN THE FIELD THAT ARE NOT SHOWN ON THE PUNS AND IF THERE ARE ANY CONFLICTS WITH THE PROPOSED DESIGN. 5. THE CONTRACTOR SHALL NOT DEVIATE FROM THE UTILITY DESIGN SHOWN ON THESE PUNS WITHOUT FIRST CONTACTING THE DESIGN ENGINEER AND CITY OF AUBURN AND DISCUSSING THE NEED FOR THE CHANGE. ANY CHANGES AGREED TO BY THE ENGINEER SHALL THEN BE DOCUMENTED BY THE CONTRACTOR ON AN AS -BUILT WHICH WILL BE PROVIDED TO THE ENGINEER AT THE COMPLETION OF THE PROJECT. 6. TOP AND BOTTOM OF RETAINING WALL INFORMATION SHOWN IS FOR THE EXPOSED FACE OF THE RETAINING WALL UNLESS OTHERWISE NOTED. RETAINING WALLS SHALL BE CONSTRUCTED PER THE APPROVED RETAINING WALL DESIGN PUNS WITH SPECIAL NOTE TAKEN OF THE REQUIRED WALL IMBEDIMENT AND REQUIRED WALL DRAINAGE AND HACK FILL REQUIREMENTS. 7. EXISTING UTILITIES SHOWN ON THESE PUNS ARE BASED ON THE AVAILABLE ASBUILT PUN AND FIELD SURVEY OF THE CONSTRUCTION SITE. THE CONTRACTOR SHALL ORDER A UTILITY LOCATE AND COORDINATE WITH ALL UTILITY COMPANIES FOR VERTICAL AND HORIZONTAL LOCATION OF ALL UTILITIES. CONTRACTOR SHALL NOTIFY THE ENGINEER OF UTILITIES IN THE FIELD THAT ARE NOT SHOWN ON THE PUNS AND IF THERE ARE ANY CONFLICTS WITH THE PROPOSED DESIGN. S. THE CONTRACTOR SHALL HAVE CURB AND GUTTER STAKED FOR LINE AND GRADE AND THEN RENEW THE STAKING WITH THE DESIGN ENGINEER PRIOR TO POURING OF THE NEW CURB. 9. CALL 811 A MINIMUM OF TWO BUSINESS DAYS PRIOR TO COMMENCING ANY EXCAVATION ACTIVITIES TO DETERMINE FIELD LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. CONTRACTOR TO SCHEDULE A PRECONSTRUCTION MEETING WITH CITY ENGINEER PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. ANY CHANGES OR MODIFICATIONS TO THE PROJECT PUNS SHALL FIRST BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. 11. ALL UNDERGROUND AND ABOVEGROUND UTILITIES AND STRUCTURES MAY NOT BE SHOWN. THE LOCATION OF THOSE SHOWN ARE APPROXIMATE. FIELD VERIFY ALL ABOVE GROUND AND UNDERGROUND CONDITIONS PRIOR TO CONSTRUCTION; NOTIFY ENGINEER FOR RESOLUTION AND MACE ANY MINOR ADJUSTMENTS AS NECESSARY. 12. ANY DAMAGE OR DISTURBANCE OF EXISTING UTILITIES OR OTHER PROPERTY RESULTING FROM THE CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR TO MATCH ORIGINAL CONDITIONS AT THE CONTRACTOR'S EXPENSE. ALL AREAS IMPACTED BY THE CONSTRUCTION SHALL BE REPAIRED TO THEIR PRE -CONSTRUCTION CONDITION OR BETTER. ALL ADJUSTMENTS SHALL BE INDICATED ON ONE SET OF AS -BUILD" PLANS. CONTRACTOR SHALL GIVE THE "AS -BULLY SET OF DRAWINGS TO THE CITY AND A COPY TO THE PROJECT ENGINEER UPON COMPLETION OF THE PROJECT. 13. PRIOR TO CONSTRUCTION WITHIN EXISTING CITY RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAIN AN APPROVED TRAFFIC CONTROL PUN AND RIGHT-OF-WAY PERMIT. GRADING NOTES 1. EARTHWORK ESTIMATES SHOWN ON THE PLAN ARE FOR ESTIMATING AND PERMITTING PURPOSES ONLY. THE CONTRACT SHALL HAVE AN EARTHWORK ANALYSIS PERFORM PRIOR TO CONSTRUCTION TO VERIFY THE ESTIMATES. THIS ANALYSIS CAN ALSO BE USED TO DETERMINE ANY BENEFITS THAT MAY BE REAUZED BY EITHER RAISING OR LOWERING OF THE SITE TO REDUCE IMPORT OR EXPORT OF MATERIAL SRREE NOTE 1. CONTRACTOR SHALL COORDINATE AND PROVIDE TRENCHING FOR DRY UTILITY COMPANIES. WATER NOTES 1. THE UNDERGROUND PORTION OF THE FIRE SPRINKLER SUPPLY SYSTEM IS SHOWN IN CONCEPT ONLY AND SHOULD NOT BE ASSUMED FOR CONSTRUCTION. A SEPARATE FIRE SPRINKLER SUPPLY PERMIT SHALL BE SUBMITTED TO THE APPLICABLE JURISDICTION. ALL PORTIONS OF THE UNDERGROUND PIPING DEDICATED TO FIRE PROTECTION SHALL BE INSTALLED BY A LICENSED LEVEL U CONTRACTOR. SIZE OF THE FIRE SPRINKLER LINE AND DCVA MUST BE COORDINATED WITH FIRE SPRINKLER DESIGNER. STORM NOTES 1. CATCH BASIN UDS SHALL BE RECTANGULAR HERRINGBONE GRATES UNLESS OTHERWISE NOTED ON THE PUNS 2. SOLID LOCKING UDS FOR TYPE 2 CATCH BASINS SHALL BE ROUND LIDS UNLESS OTHERWISE NOTED ON THE PLANS. 3. ALL CANOPY DOWNSPOUT ROOF CONNECTIONS SHALL BE TIGHT LINED TO ROOF DRAIN COLLECTION PIPES. DOWNSPOUT LOCATIONS AND ROOF DRAIN COLLECTION SYSTEM ARE BASED ON THE PRELIMINARY ARCHITECTURAL BUILDING DESIGN. CONTRACTOR TO COORDINATE WITH THE ARCHITECT AND REVISE THE DESIGN AS NEEDED TO ENSURE POSITIVE DRAINAGE TO THE STORM SYSTEM. 24" - 1T A 8" VALLEY GUTTER FACE OF CURB 61n• E112" 1" 12"(114 R. 1"(IN)R T- b ROADWAY - B Lp" CEMENT CONCRETE TRAFFIC CURB cn w ~ U T Z co 6" DEPTH PORTLAND CEMENT CONCRETED 2" COMPACTED DEPTH O W J O CRUSHED ROCK BASE ? Q LL Z cr o° o0 0 °o 000 °g° o°o°$ o ° ° $ ZO Q 12" COMPACTED SUBGRADE B (ON -SITE ONLY) PER GEOTECH RECOMMENDATIONS TYPICAL CONCRETE PAVEMENT SECTION = 28-DAY COMPRESSIVE STRENGTH = 4,000 PSI CONTROL JOINTS E 15' MAX O O N .J CD j V Z U) L0 jr - 0) 3" COMPACTED DEPTH W v > Q HMA PAVEMENT Z = J U ROCK BASE ED DEPTH CRUSHED i m a W wp�: 8° mo °6 �0Qr Ej &o o° ° op ogo °o°g $ Q LL UU�J 0 0 o Ir U 12" COMPACTED SUBGRADE co (ON -SITE ONLY) PER GEOTECH RECOMMENDATIONS LL TYPICAL HEAVY DUTY ASPHALT PAVEMENT SECTION (ALTERNATIVE: 5" FULL DEPTH HMA) NOT TO SCALE oP� oK. e �4��`` Po q 25672 p �� ,rfs f�l6i s7OWA L ENV' 6" 6' MIN 1 I I 1 0 b 11• � � / C E (ON -SITE ONLY) < - "� #A `� PHI L EXTRUDED CONCRETE CURB DETAIL NOT TO sCAIF C C SC�EE W d N dl C Q Go�1 7 •� p In m t.1 �Yv AS -BUILT PROJECT REF:_ FAC21L--0DDZ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S " "'T REQUIREMENTS. 7E APPROVED BY: CONSTRUCTION NOTES AND DETAILS 2 FOR AUBURN LOGISTICS RTM OF THE III E ME 1F4 a THEN 114 OF EEa 1I TIT. IT M., REE 4 EMT, W. M. CITY OF AUWIRN, KA]E CDLWTY STATE OF WASHROOM RECORD DRAWING 2`?' TF[GI 5i' — MEDNAREA UNIT ID: BioPod;� __ BPU-68IB INLET, 02T OPENING IMETWINDDW. WADOE GULD FOR 018'CPEP, IE.6GES'� BIEO FOR ENERGY Treatment Flow Rate 55.87 SIPA➢ON. 51.2 gpm / 0.114 ofs DEVICE, ENDING EL. BOBBY_ 2 FIELD BISECTING N E DED T IM COVERS t FIELD GMgfTA9 NEEDED TO MEET OPHIE. BYOTXEMS ; DIVIDER WALL OOOISE EETOPENNG ACCESS GRACE OSLD 1(01"1f"GRACENNGS FOR Etfi CPEP, IE553 4%010'YtY GRADE RFNGS.i 1N 5537 r, � GRO TASNEEDED BYOMERS, 0.5 NEEOEDTO MEET GRADE, PLAN VIEW BY OTHERS. EL INI£T,E28"OPENING FOROUPC FEE, FARSIDE. LUNGERDRNN `CURET.E2B'OPENING OUTLET. 026' OPENING I.], I U-CCRBLESFORENERGY `OI,YmTED 1 CUTLETCRFOft010'CFEP IFICE FOR 0I0'CPEPJ L DEVIATION, PVGUNOERDRAM. ORAINOOWN DEVICE, J REGISTER , ryP / IE51.ST, 4yN'INLETWINOOW, SNV GRAIN GOWN DEVICE. LEFT END VIEW Wc"IEz ELEVATION VIEW • E N OTHNN BY R Wes" NORTH N AM OF .� MA 5 MAGNI SEARS THAT THERE .1. PULSED$ FARM ANN AN POWMATIONS CANCER 6 CEMENT ASTACIP 7 MET STROCRAW EL WFUND TO THE PEADEVERIFY NASA TARETERS MEET APPAREL METABOLISIFF IF DESIRE NOADurttePROOF NO PETER PINES GAP ESTATES ALL WILSON SEE AN WARRANTS AIR FIFT OFFERING OF INDUSTRIALS THE MADE SUMPACE OF ITY OWNERS STRUCTURE a GUS LOCATIONS ND OEVATIWS OFW ENDING DEPRESSED SEDAN L HPERmWCCT M1C RANDEIrtaMLNPNPeY ARA WI W aCEP lI TMO I sAixM of I 2}ffi26MAPU�IB NPR ISO RR K M � FI • x* EDEG Q PC E FAVOR ,WMNNES W III IF ILPIPE Rup7--f THAT CU cITARLmRROW DUTIES RLVPC. NEDDONWR DOTOP) M GG w GBY AN HI,LrtE PW Im,.m x+.am 'PUP 40LUNIFE A." MIMa61P wLLOLTUET NPESTORSCOUR PROTECDOOLIUFJ we PPE M.IN_ MBA TYPICAL mLTIC NNIErnON PORT AT ZFEURB PRM 0 z � R � n � xrs eveml ruvATm,M IN AM RAN IIII MCI PaY Mc " �INOMPSINEME OR #9gi;i MOM aaggIGMEHIMMUMN MATERIALS GET SUPPLIED BY CULTEC !! ae5 YdF LL_ Iili )II OEM ANSI PTIMPAIGNINIFINANK ME, UW wLIOT RICHARDEON BOLD EGEND J . UP UjE% y eveEEN p A.IEeNYT wMI.M.w LwTDWus pxlmwm®wwlBc GENETturtcmPw+Tmxw IOU {}4 IISO TEE a,Mm.�Y,xxMew,,.F ANAPSAINARYAM"NSAw""DIM". LEY, AUBURN LOGISTICS AUBURN, WA Is] ZZATITI12 [H I L 1111 1 ESTABLISHMENT I OF 5 SYSTEM LAYOUT SHEET 2OF5 SYSTEMCALCULATIONSHEET SOWS SYSTEMOVEMIAV SHEET 4OF5 9@HOOETALLSHEET SEE OFFAFFIN RAMAN INNER, YEN IT NNI POP 11 PAY AAA1T'NAW,N now, MANOR, CULTEC, Inc. _ .SXM� .4mmunwv Mv„�Pnrtrn.MwB. P.O. BEN 280 PH:(203) 77S+4416 878 FB ml Road PH: E00 ALCULTEC CULTEC ewTODlmeia�cT�oBeo4 �(2o3)nsuBz wW DG ®GIJIeEmm \� CATCH SABLES NESTREL PHONE STTOOW PIPES AND FITEMGSROBERTS WAY ENNNFgA3 VSCOMICHENTS PNSURERS WUT NOT UNITED TO HOLES, GARDENS BAD PROMOTE CONTRACTOR LDER SUREAL PPLIER Y GET ME CUPPLIMIC W PP IER TO COMING HIM OILEiCr PC E 18 THE EC THE MATERIALS PRNCEDIYO: THE I ADJUSTMENT BRICKS (4" MIN., 16" MAX.) T CONTROL STRUCTURE DETAIL SHOWN FOR SITE SPECIFIC ORIFICE SIZING AND INVERT ELEVATION INFORMATION ONLY. SEE CITY OF AUBURN STANDARD DETAILS S-09 AND S—Ogo FOR CONTROL STRUCTURE CONSTRUCTION DETAILS. OUTLET SOLID LOCKING LED MARKED *DRAIN" SEE NOTE f3 II e D 0 p BE BE IIIIIIIIIIIIIP BEFOREYOUMGIN PEWIREpF STRUCTURVILINSTALLATION ourvaENT Cn49UMN[Es T TEAM IOEX LOW TES THAT ME uxOaNGPpWD GM. N NSGEM- OR OTHER POTENTIALLY DANGEROUS FEELINGS ON CONCH EsImm)WASTES, GN511EDIE IN WLI SSTOAS SOARED ECSxaTxuTNN] GUERRICRI S ABERRATION CIEV¢lXE OF STORE TO BE VERVIE➢ BY DECEMBER. S ACCEPTABLE FILL MATENNL AS EPON M CULTECS INSTAOANCH NSMVLTOXS. 1 ALL CALLING CHAMBERS AND ACCESSORIES AS SPECIFIED IN THE ENGINE IYA SINCLUDNG OFFERED N0. 410E S STox�UMLl7 snw ORRwTER RADIATION12 MEVWIWA 12, COMPSACTON EQUIPMENT FOOD WARREN GEMS VOIICI£ MOUNT OF I],OT LOS SAW NOSH VIOPATC IpLLFAS MAY ONLY BE USSR ON THE STORE RAISE WOR TO THE iINOT 13 CHOICE CULLED CHAMBERS FOR OREPIONR USE. GUTTED CHAMBERS. CONTACT YOUR SUPPLEIMMEDIATELY RTO REPORT EMISSION £W FIGURE NEMS FOR CULTEC CNNRER SYSTEM IXBF4Nr I INSTALLED CONTRACTORS ME NS=NME BEGNMNGABYSTEMIWTPRAMArION.IFT MANYME5 µTOMMERERYOUAFW5E5ErID euPxExrIWTPuenaE,wnTAncLLTECAT DmITrs4BIe DXVlsrtvmW.eIATEG.wRe. 1 CONFACi CULTECAi FEA4l MRrypAYBfARW iOSYeTENIXSiAWnW iOAPMNGEFOPA FAE COIBTHUCTCx MSETIH3 meYARS ONLY FUELMNIGNAI WPLEM REQUIREMENTS MAY NI I ONTOA PROON VE INSTRUCTIONS AGnN DMMEGNLV WRMIxIwwMPNIMUM IS SWEMTFOLLO TH DEGNW MAVNEERSDERME AS YOUR PRIMARY MMIWBFOR JCBSPFCIFF BEGINS SEBUFE ITT FOLLOW ME ENGIpION STOSNYA-LGO LMALLANOCE ARCO THEFOUNDATION CONEGION OIEVELµSCOWLF AN FULLY$O WWFAN91NNRKN 9 OeFNN.APFIMPIBC01xECnOSROF BE CURRENTS SHELF ANFULLYUWPAF➢PPpRTUROGER PLACEMENT SS ]. CENTENTOtFN1EPSPAtlFpmWLBE SXEGINAN PRO MAINTAINED MUST BE uwnRTED TO THE. 9. ENYNIeCPFWAXGE94MINMEeYerEN&IeORPG£601L20EAWHOCNACIryNVBi BE REPORTED TO THE OEeMN NGINEER 0 WNWMhN GEOTILTU MOUN BE GRE➢ AS SPECIFIED W THE E NEERB pNMIW9 IF CRUISE MEASURES THE CONTRACTOR TO REFOR To CULTECS ORSTAULATEM INSTRUCTIONS EXPRESSION VEHICULAT TRAPIRSO RESPONSIBILITY FOR SERTS FROM ELOG OR WRONG OMEN TFIR PRR SYSTEMLIESSETTLE PERRY THE CONTRACTORS r RWECHIdJF THE ENTIRE SITE WSORe CONSTRUCTION PROCESS THE PLACEMENT OF WARN xG TAPETEMPONEI FEECING. FELLOW APPROPRIATELY LOCATED sEW IsxrwLYREcoMMENDEO iMPRINTEG WARNING TAPE IS AVAVBIE TRAM CULTEC. FORAcnPT.NLW vEnDLELMD INFORMATION REFER TO CULTPCOUSTALLATION INSTRUCTIONS 11 TRAMMINCOF IMPLANTATION EQUIPMENT OR OTHER REACHING WERE ONCE TOO OF THE CULTE STORGANATER SYSTEM 6 ROGE ORESTRICTED E TR.cTEAMC MCPROHIBITED s HIBTEEDDNUNT SATISFACTORY BEGUN AM DOMPARCHON NAERSACE ACCORDING TO COL12 `,«pwRaND E E� MEASURES MUST MEET FINAL GEDN xpMMSNHExENEERSEPECIFAC%DGM OM iCOUouFLLVTHLI�IARAND srN LED IN ACCORDANCE LEFT CLLIELB MINIMUM FAILURE O pFILL ON E LIMITEIS D 14 cpvrurcuLTEc. Nc.ATmanwle LMMANV QUEETIDxs ca FURMB]cuRHFIcnnw OFREaIurT. PLACEMENT OF FM NMFHF STOW MUST NF IN AL cOPI SITN OR EGGS INTALIAATION INSTRUCTIONS STONE ANAMGEAIMRFASFA MAST BEPIAVSEO OVER nrt CPOAM Cf ill[CCWVAREPSiO4NCXdiXECXAMBCPB IN PUCE CING 16 EMBEIMMENT STONE MUST CELY BE PLACED BY EXCAVATOR CONVEYOR MERGED RUGGERI EMENTUREENT $TONS WE I BULLDOZER IN NOT" ACCEPTABLE METHOD OF INSTALLATION AND MAY ONLY FAMPARE THE CHAMBERS ANY CHAMBERS UAMAOEO USING AN urwccwlnxE MOTHER OF HACXPIuµMEN E I COVELAND irOR THIS OFFLA RWGER TO SUPPORT n XT PROJECT ENGINEER OF RECNO FOR THE MOREOVER SYSTEM THIS EWS0EExPPSELL EINETO NMW µOIDEOTOCULTECUNOEATIIEOIRECTpNC EP CT ENOINEOGROUPS GOMERN JECTME EMNTATNE.IT®LLIIRMIE RESPONeItlLRYMMEPWFCTEHGIEEROF µC MATO NUFACTURER TOMCLAUE SYMT DESIGN IS IN FULL ITI COMPLAINS WALL AFPLGASLE LAW&REQREGILAIbMS CONTROL STRUCTURE DATA: A) INLET IE58.08-57.85 B) OUTEr IE=68.09 57 85 C) RIM EL=64.7264.75 D) TOP OF RISER EL=63.B0F5 e! E) MH BOTTOM EL-540054 U f F) ORIFICE EL-86:005605 ORIFICE THA 1s' G) ORIFICE EL-60,8B60T ORIFICE DIAIA. Y H) ORIFICE EL=6i:8061.64 ORIFICE DIAM. 1.5" NOTES 12" TYP. 1) ALL PIPE SIZES AND SLOPES PER PLAIN. INLET 2) ALL METAL PARTS SHALL BE STAINLESS STEEL 3) FRAME (UD OPENING) BE LADDER/STEPS SHALL BE ROTATED SUCH THAT RISER IS VISIBLE FROM TOP, LADDER/STEPS PROVIDE 2.0' MIN. CLEARANCE FROM RISER, AND FRAME IS CLEAR OF CURB. z 4) IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE, IT N SHALL HAVE A SMOOTH OUTSIDE DIAMETER EDUAL TO CONCRETE PIPE INSIDE DIAMETER OR 1/4" LESS. TYPICAL 5 CONSTRUCTION SHALL BE CONSISTENT WTM CITY OF AUBURN s DETAILS s-D9 ANo S-090. BOILNO FLOW CONTROL STRUCTURE TYPE 2-545 DIA. NOT TO SCALE FROM ON FLOW2 EAR !RELEASE 11( CFS10 YEAR 2133 CFS 100 YEAR 4191 CFS PROJECT REF: FAC22-0008 C0 w C0 Q N Z C0 J T oEr w0Z Er Z a O a Ak' LJ O O N U w J (p j Z(nL0 ir (.160) F-1U = tZ tr m W IJ O 0_ 1: Q0r) V LL U Ir c~ L O h i , III IS IS `s 2 C N � o c 0 _ LI 1B C W dN E r. a DON 3 � •— a_A -pm� tea% N O mU Yv 19 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. FE ,. w A240P19 N N RE APPROVED BY: Ad 0 OF s' OF M WLTEC Reohar9er 90311D Stormwater System CelCUMtlone Mal r ,,..... b,�.._.. �a- ..� N. IS fififilloromorl Lmqmlmfillb� .re.... �M ARE, ..»..... IMMINMAN o b am Mal now o.n. Mair Aull MNNxV mix a uMe 33a LF Yla m' AM 1`VM,"V,f CULTEC MATERIALS LIST WIN alol,.. TAN e:m m �... ANINIMMANNANNAMMINATIN moo DEXERaLNOTPB No" So wai CULTECRECHM MIUMTYNCRLNPENVERTS CONSTRUCTION NOTES AND DETAILS 3 FOR AUBURN LOGISTICS aTN UP THE NW Iv9 E RE 1/e OP THEN 119 W NIO. It TINT. Et N., REE ♦ EMT, W. N. CITY W AUDI K NB COINITY STATE ONE INWNOTON RECORD DRAWING MWLTEC Necl ar9er 902ND Stormwater Incremental Storage v .e =AM am I am I I "I'm I'll I'll, , " wa, MIT, wou Mo, ap m le Am me v ry epam am IN ..I I ...: o . e I MINIMIZE, ME CULTEC RECHPROER WMD HEW DUTYCROSS SECTWN 1— Ll I l000loopom W LTEC IN SPECTRIH PORT -=*I DST" MoNalwa fi n. wMaxamm �� luMINIMM CULIEC RECMRRG619NIOIEeW OUfY 1Y%COL NIERLOCH -�_ JII W F J WLTEC SEPAI ROW -CULTEC INSPECTION PORT DETNLIF APPDCNRLE).. AS -BUILT "s Wa F p UPgil;1 D. � I e ti EX. LRILONC FF - xH020 PROJECT REF:_FAC22..OnnR cn w p M U Z (n F- J —ir O O W Z cr can Q M a s" p MEM O O N J j M L0 cf)jrC7�rn Z_ (n z=-1U irirmw w Q EL 1: 0 r M w Q Q LL UUF—:� O co co R r0i Ih i , > C INN Yl c yiy C o = C IB W d N SCE C_ Q m Ei1 A. Q l0 mU Yv THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. FE APPROVED BY: J xaeaw*oa PLANT SCHEDULE SYMBOL OT' BOTANICAL/COMMON NAME COW. SIZE WATER USE ORIGIN FOLIAGE TREES O MIN 3GEMS. STMEAND MAPM GUYO B&B 1TDEN LOW NATIVE DECIDUOUS ACER CIEL15.5TAKEANOGUY ONE GROWING SEASON ACESRY GROWIIOR STREETGEE USE ROANCHIN AT SIX FEE S ACER X NURSERY GROWN FAR STRONG! A USE BONG FREEMAN MAPLE B&B 15'DEN LOW ADAPTIVE DECIDUOUS STAKE AND GUY FOR ONE GROWING SEASON GLEDITSN TRIACMRHOS INERMIS'SKYCOLE I SKYLINE HONEY LOCUST 2 NURSERY GROWN FOR STREET TREE USE BRANCHING AT S' STAKE B&B ISDEN LOW ADAPTIVE DECIDUOUS AND GUY ONE GROWING SEASON PINUS ® NURSERY GROWN. SP CONTIXUTLEA ORE PINE 42 NURSCONFORWN.SINGLEUNOUTLEPHOR STAKE WDGUYCNE BflB 4b FT MIN HT LOW NATIVE EVERGREEN GROWING SEASON j('T. TUNA PUCATA'EXCEMA I WESTERN RED CEDAR '�uL 1� 10 NVSERY GROWN, MNGIE UNCUT IEADE"TAKE AND GIN FOR ONE BHB "FTMINHT LOW NATIVE EVERGREEN GROWING SEASON SYMBOL OTY BOTANICAL/COMMON NAME COW WATER USE ORIGIN FCLNGE SHRUBS ® im MAHMIA AONFOLIVM I OREGON GRAPE 02 LOW NATIVE EVERGREEN Q57 MYRICA CALIFORNICA I PACIFIC WAX MYRTLE 02 LOW NATIVE EVERGREEN ® 1 R DODENDRONX ANAH KRUSCHKEI R DOCENDRCN 02 MEDIUM ADAPTIVE EVERGREEN ® 6 PRIES SAND INEVM I RED FLOWER! NG CURRANT R LOW NAIVE EVERGREEN ® 134 SYMPHIXtICMPOS MBUS I SNOWBFRRY #2 LOW NATIVE DECIDUOUS 100 VACCINIUM OVATUM I EVERGREEN HUCKLEBERRY W2 LOW NATIVE EVERGREEN SYMBOL OTY BOTANICAL/COMMON NAME COW WATER USE ORIGIN FOLIAGE SPACING GRWNDCOVERS m2.W6 ARCTOSTAPHYLOS UVA-URSI I KINNIKINNICK IF LOW NATIVE EVERGREEN Iebc ® 2AN MNIOHIA REFERS I CREEPING WHONN 91 LOW NATNE EVERGREEN 10'oc 't 'i .2OADWAY AFN. 0 I ... � aorlszsw a .n• I {M I I11' '1 4 4 I PERIMETER LANDSCAPE PER AMC 18.50.040 1_-TREE SPACING 20'OC PER AMC 1850040.C.(3)a fEXISTING WETLAND AREA NOLLI {NO NDSCAPE I AREA CALCULNCLUDED IN A TIONS. IONS. SEE I j{ PLANSFOR INVASIVE SPECIES,L�ff {REMOVAL AND PLANTINGS F I j _ IN THIS AREA f. •� I i j i _�' 16.5' TELECOM. EASEMENT AFN. 200805190005211 31 1 I I�. l 5U ID ID m ID—m—m—ID—ID _#—m_—m—m—a—#— { n f s a I / a � & I x n LANDSCAPE SET FOR AUBURN LOGISTICS WIN OF WNW V4 a NE U4 a ME SE 1/4 of RO. 1, TWII. E1 N.• NEE 4 EAR, W. M. CITY M "NEW, XMO COUNTY RATE OF WASHINGTON RECORD DRAWING A FF=69.14' LANDSCAPE AREA CALCULATIONS PER ACC 18.50.040 SITE ZONE: M-2 DISTURBED PROJECT AREA 7.11 AC LANDSCAPE AREA 0.74 AC (10.4%) r pi ff d ad EXISTING LANDSCAPING TO REMAIN. PROTECT DURING CONSTRUCTION — PROPOSED WETLAND WE TLAND ETLAND MITIGATION PLAN PREPARED By / / SEE EW CONSULTANTS DATED AUGUST 11. 2020 \I/I // W / \v /AFN AP Oil FF-69.21 �:2 S U 2CID V! I /U V! Q U Jir O W U Z Q ir m V! Q Z Q J \L, \�, L/ PN _� 79 —.—._. _.� � 3 5 I6 C6 coo 0 (3) =�U I m m ui 0 p � m w r O p I V UIt ILL J O rn I cD c� II - TT w ! I N J IW = E p O o F Q —I'Z C V = f\Q s C W c N Ol >DO amT� ED Egg LO LO d. _ e YI i1 �°m fe C fe 0 c Ld Ul 11da PROJECT REF: FACZZ�� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF ALIBURN'S REQUIREMENTS. E N i APPROVED BY: =413WTar J LEGEND EXISTING LANDSCAPING TO REMAIN. PROTECT DURING CONSTRUCTION PERIMETER LANDSCAPE PER AMC TREE SPACING 20' OC PER AMC 18 50.1 LANDSCAPE SET FOR AUBURN LOGISTICS PM W WNW v4ENEU4W ME SE 1N WM. n, TYIP. H IL, SEE A EAR. W. M. a" W AUWM, ME IN:NxiTY RATE W WAWIINRM \- NIN NO, PROPOSED SEE WETLAND MITIGATION PLAN PREPARED BY / OSOUNDVIEW CONSULTANTS DATED AUGUST 11, 2020 SLa PLANT SCHEDULE SYMBOL CRY BOTANICAL I COMMON NAME CMT. SIM WATER USE ORIGIN FCLNGE TREES O R5 AMIN. 3 CER STEMS. STAKE PR GUY B&B 1FDB1 LOW NATIVE DECIDUOUS ACERCI1CINATUMI VINO GUY ME GROWING SEASON 9 AFIREEMANIN ARMSTRONG I A MSTROBRESA MAPLE NURSERY GROWN FOR STREET TREE USE.BRANCHING ATSIMFEET. B&B 15'0131 LOW ADAPTIVE DECIDUOUS STAKE AND GUY FOR ONE GROWL NG SEASON. GLEDITSIA TRIACANTH OS INERMIS'SKYCOL E' I SKYLINE BOBBY LOWER 2 NURSERY GROWN FOR STREET TREE USE. BRANCHING AT S' STAKE B&B IS'SIM LOW ADAPTIVE DECIDUOUS AND GUY ONE GROWING SEASON PINUS CONTORTA SSP. CONTORTA I SHORE PINE b� ® 42 NURSERY GROWN. SINGLE UNCUT LEADER. STAKE AND GUY ONE ESE "FT MIN HT LOW NATIVE EVERGREEN GROWING SEASON THWAPLICATA EXCELSAIWESTERNREDCEDAR �4y1� 10 NUSERY GROWN. SINGLE UNCUT LEADER STAKE AND GUY FOR ONE ESE "FT MIN HT LOW NATIVE EVERGREEN \� GROWING SEASON --w� SYMBOL OTY BOTANICAL I COMMON NAME CCNH WATER USE MAIN FOLIAGE SHRUBS ® 13f MAHONW AWIFODUM I OREGON GRAPE 02 LOW NATIVE EVERGREEN 52 WRICA CALIFIXMICA I PACIFIC WAS MYRTLE M LOW NATIVE EVERGREEN 1 RHODODENDRONS ANAHKRUSCHKE IRHOWDENDiON M MEDIUM ADAPTNE EVERGREEN ® 6 NIGER SANGUWEUM I RED FLOWERING CURRANT #2 LOW NATIVE EVERGREEN ® iN SYMPHORICARPOS ALDUS I SNOWHERRY A2 LOW NATIVE DECIDUOUS iW VACGNIUM MARTS! I EVERGREEN HUCKLEBERRY Y2 LOW NATIVE EVERGREEN SYMBOL OW BOTANICAL I COMMON NAME OMIT. WATER USE CUGIN FOLIAGE GROUND COVERS 2.046 ARCTOSTAPHYLOS WAURSII WNNIMNICK 41 LOW NATIVE EVERGREEN 2A07 WHONN RERENS I CREEPING MAHCNIA *1 LOW NATIVE EVERGREEN R= 000' \ 16261' PRIMLIVE - / I I I -W- olll I � III EXISTING WETLAND AREA NOT INCLUDED IN EXISTING VEGETATION IN LINE OF SIGHT LANDSCAPE AREA CALCULATIONS. SEE PLANS - TO BE REMOVED DURING WETLAND D PRESERVATION ACTIVITIES UNDER GRAD21-0005 FOR INVASIVE SPECIES REMOVAL AND PLANTINGS IN THIS AREA. / 4 3 � N o r� =� M mI i D Z 's l LU LU Joe f --+-------- — `----J 1 6I - -------�—�� 1 " e Qe �w-W aV-:"_w—b_.r-4 w— -n V M I _ PHASE 2 — — _m LN)—w , .._;.mow = — - m_--m_w-m-m-wm_ o m m m �_m �m°—m m _a - - -4 GS E r ° N i Its I FF=69.30' N I n ❑ rr—a, Az' SEE PLANS UNDER GRAD21-0005 FOR INVASIVE SPECIES REMOVAL, NEW PLANTINGS, AND PROPOSED PLANT MAINTENANCE IN THIS AREA E2 S F �,j 61F: V! a w cl) U cl) a LL W °° ILL a ir U � m Z a H J H J Z c rCl c - =�U cr m m ui IL J c Q cr E O U ILL U J It O CID 4 R iI N I h >' 10 a n E r p - o P o V PEDESTRIAN SIGHT DISTANCE TRIANGLE SIGHT DISTANCE TRIANGLE$ C L 3 C Im O ff C Wim �N C -0m� Lin As A O do Y v m t) PROJECT REF: FAC22-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. ._� A2iAU13 CV APPROVED BY: 1$48'8OT0° ' N 1 LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN—UP, DEBRIS REMOVAL, AND 30—DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PUNT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PUNT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PUNT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PUNTS WITH CARE — DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PUNTING AREAS BY PRUNING DEAD GROWTH, RE—ESTABLISHING FINISH GRADE AND RE —MULCHING TO SPECIFIED DEPTH. GUARANTEE: GUARANTEE ALL PUNT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 30—DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE UNDSCAPE AND IRRIGATION MAINTENANCE FOR 30 DAYS FOLLOWING STORE OPENING. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PUNTING AND IRRIGATION MAINTENANCE. SUBMITTALS: SUBMIT THE FOLLOWING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY WORK: A) DOCUMENTATION THAT ALL PUNT MATERIAL HAS BEEN ORDERED. B) TOPSOIL ANALYSIS AND RECOMMENDED AMENDMENTS. C) TREE STAKING AND GUYING MATERIALS. D) ONE (1) QUART SIZE OF TOPSOIL AND MULCH. E) PUNTING SCHEDULE INCLUDING DATES AND TIMES. F) MAINTENANCE INSTRUCTIONS FOR ONE (1) FULL YEAR. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AM) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PRUNE PUNTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CAUPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PUNTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PUN TO CITY FOR APPROVAL D) UBEL AT LEAST ONE (1) TREE, SHRUB, AND GROUNDCOVER OF EACH VARIETY WITH A SECURELY ATTACHED WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAMES. E) DELIVER PUNT MATERIAL AFTER PREPARATION OF PUNTING AREAS HAVE BEEN COMPLETED AND PUNT IMMEDIATELY. IF PUNTING IS DELAYED MORE THAN SIX (6) HOURS AFTER DEUVERY, SET MATERIAL IN SHADE, PROTECT FOR WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOT BALLS MOIST BY COVERING WITH MULCH, BURLAP OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL UNDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PUNS. SOIL AMENDMENTS AND FERTLIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO A SOIL TESTING UBORATORY. SUBMIT RESULTS TO UNDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABIUTY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER CONDITIONERS APPLICATION RATES AND POST —CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PUNS AND NOTED HERE —IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. SHRUB — PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT MULCH DYER. HOLD MULCH BACK FROM STEM 4" SAUCER FOR WATERING BACKFILL TO BE A MIX OF TOPSOIL, FERTILIZER, AND PEAT MOSS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1/3 OF BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE DIAMETER NOTE: APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PLANTING MIX. PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL ROUGHEN ALL SURFACES OF PIT. CUT AND REMOVE BURLAP FROM ROOT BALL SHRUB PLANTING DETAIL NOT TO SCALE LANDSCAPE SET FOR AUBURN LOGISTICS I'M W WNW M4a NE M4W ME ME 1/4 WM.1q TV?. IN Ell NBE 4 EAR, W. M. C) TOPSOIL PREPARATION AND INSTALLATION: Oil W "NEW, hide soul 1. VERIFY SUBGRADES TO -9 INCHES IN LANDSCAPE AREAS OR AS INDICATED ON PLANS. THIS RATE W WAWIINGT ACCOMMODATES, TOPSOIL, AMENDMENTS, AND MULCH. 6" IMPORTED TOPSOIL FOR LANDSCAPE BEDS. RECORD DRA WING 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. 3. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 4. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. D) TOPSOIL PLACEMENT: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS. 2. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. MULCH (TOPDRESSING): ONE -HALF -INCH (1/2") SIZE, TO ONE -QUARTER (1/4"), HEMLOCK/FIR BARK. FINE TEXTURED AND DARK BROWN IN COLOR. STAKES: 2-INCH DIAMETER BY 6-FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. £MM11Rr1: CONTAMINANTS: VERIFY THAT ALL SOIL CONTAMINANTS (E.G., PAINT, SEALANTS, SOLVENTS, OILS, GREASES, CONCRETE/ASPHALT SPOILS, ETC.) HAVE BEEN SATISFACTORY REMOVED FROM ALL PUNTING AREAS. DO NOT BEGIN WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. FINISH GRADES: FINE GRADE AND REMOVE ROCKS, DEBRIS, AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PUNTING BED AREAS AND 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PUN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. MOISTEN PREPARED AREAS BEFORE PUNTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PUNTING. DO NOT CREATE MUDDY SOIL TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PUNT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS. MATCH DEPTH OF EXISTING MULCH. AT A MINIMUM, APPLY SUFFICIENT QUANTITY TO PROVIDE A 4—INCH DEPTH. UTILITY CLEARANCES: FIELD ADJUST PUNT LOCATIONS FOR 8—FOOT SEPARATION OF TREES/SHRUBS AND 2—FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. CLEANUP AND PROTECTION: DURING UNDSCAPE WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT UNDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO UNDSCAPE OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE WORK AS DIRECTED BY THE OWNER. PUNTING MAINTENANCE: PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLERS. CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF UNDSCAPE INSTALLATION. PUNTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PUNTS TO PROPER GRADES OR POSITION, RE—ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABUSHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING UNDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DUD PUNTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. In UTLK %. TOP OF CURB )P OF MULCH MULCH AT CURB DETAIL NOT TO SCALE (2) LODGEPOLE STAKES; TIE AT APPROX. 1/3 TO 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE TO BE PLUMB 3" DEEP SAUCER FOR WATER MULCH LAYER1 REMOVE ALL TIES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY '�F�Fy- T' i11 i I 41 BALL KiloEXCAVATE TREE PIT AT A MIN. OF 2 TIME DIA. OF T AT BALL CENTER, PIGRADE TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS. NURSERY BALL WASTE BACKFILL " SET BALL ON UNDISTURBED SUBORADE, OR COMPACTED SOIL. NOTE: UGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PUNTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PUNTING PUCE IN VERT. POSITION: DOUBLE LEADERS WILL BE I rc Time slake, per specifications. One of two shown Do not plane rootball with tree slakes. Install stakes an sides of trees pare ial Proposed deciduous a evergreen wfth slope a Mae Prim to mulching, lightly tamp and around Me roof ball in 6" E2 Do rat madly rooMZII lifts to brace has. Do not over a wmpal When the planning p� Mulch per spaalcagons hole has been backGlled, pour S water around the root ball to Round -topped soil aside the soil. W berm 4" high x e" wide above root ball surface shall p. Mulch per spedficetmns be centered an Me downhill Topsoil per specticatiws side of the root ball for 240- hI Belm shall begin at root ball Finished su"orde without V periphery speckled topsoil and mulch r n Jute fabric To be installed on Jute fabric slopes steeper than 2 l throughout all landscape We where tree are Finished sut.grede n to be installed. Ovoidal fabric edges \ / minimum 17. Metal landscape Staples n 48" oncenter along all edges Bottom of rcot ball rests on existing or rewmpacted wit. Topsoll per speaficallons SECTION VIEW TREE PLANTING ON HILLSIDE DETAIL NOT TO SCALE NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND UMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY — NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN —LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONEYee GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PUNTING; PROVIDE 3' 0 "NO GRASS" TREE RING AND 2" z DEEP MULCH DYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE .me PREPARE PUNTING BED PER SPECS; AT MIN., LOSSEN AND MIX SOIL TO 18 OR DEPTH OF ROOTBAU AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE MULCH LAYER (COMPACTED DEPTH) FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 91" ABOVE GRADE i < \'dere.erri .. NOTE: .• .. BED- / REMOVE CONTAINER & WORK ROOT5 FREE OF SOIL BACKFILL TO BE SETTLED USING WATER ONLY SEE PUNT LIST FOR PLANT SPACING THAN 1 GAL. CONTAINER and LARGER PUNTED BEFORE MULCH ( PUNTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE :U]Ip19E1:IR1y:UP, EDGE OF PUNTER 0 AS NOTED ON PUNT UST' _ rSPACING AS CALLED OUT ON PLAN/PLANT UST BED UNE EDGE 1,1 HOLD PLANTS FROM EDGE OF PLANTER CURB/WALK AS NOTED ON PUNT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PLANT MATERIAL SPACING DETAIL NOT TO SCALE AS -BUILT PROJECT REF: FAC22-0008 THESE PLANS ARE APPROVED FOR h W U C0 Z J Q U W Cr 00 Q lL Q Q m J Q O O N U w J H J(pj z Ell /R V 0 =�U m W J j r cr O Fn U LLL U J It O C7 w i I i a E pp `s _ P S P t1 Cl V ¢ 0 CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. E y A 0P1a APPROVED BY: -1$1837moa C Ln 3 = m C 0 t N IM CC WIm Nk0 Q� LFL C Q QOD to� yj '0 CT �N1 0 QLO c rn C Ln 1D d0 Y v m t) A 1M=w — — m -P 25 50 100 m T2 7e ve rv� ` So m — 1 m So e so W 5 6'29'3J" 211 73' d=811 R_y 0'z 39735' 22'32i 0.00'zo 6 i 1 I / � PER �11— 1 1 n,nn lnu uuu� imamin� WiiirliEnii_ hm W+W�ol��W— w 14' PROPOSED SEE WETLAND MITIGATION PLAN PREPARED BY SO UNDVIE W CONSULTANTS DATED AUGUST 11, 2( _REMA"NG PION/ LANDSCAPE SET FOR AUBURN LOGISTICS RM OF THE MIN v4 a HE V4 OF ME SE 1/4 OF M. 10. TWF. R1 IL. HER 4 EAST. W. M. / 62 IRRIGATION POINT OF CONNECTION NOTE UPON RECEIVING APPROPRIATE FEE PAYMENT AND VERIFYING THAT DOUBLE CHECK VALVE ASSEMBLY (DCVA) HAS BEEN INSTALLED (NOT BY CITY), CITY OF AUBURN WILL TAP INTO THE EXISTING WATER MAIN, INSTALL THE METER BOX, THE METER AND THE SERVICE LINE BETWEEN THE EXISTING MAIN AND THE METER BOX PER COA STD DTL W-13 AND W-15. THE PASSING TEST REPORT FOR THE DCVA MUST BE RECEIVED BY THE CITY WITHIN 72 HOURS OF THE INSTALLATION OF THE METER. A=75'35'07' R=150A0' L-1 W.85' m� / I R-12FIP - g . 0' / - — — — �7Z- INSIDE STEEL / PEDESTAL. SEE / DETAIL. PAINT / EXTERIOR GREEN OR APPROVED OTHER COLOR. INPUT: 1 17VAC +/-10%, 60 Hz. OUTPUT: 26.5 �1 IIIII111111111111111�11 11111111�111�111111[II IIIIIEII�IIIIII LIE p1111111111��1IIIIIIII p111111E1IIp11111111p�lIIII�II I�nI1T11�111�IIIIIII�II IIIIIIII�IIII I1�1�1 nm� _ n - IEnml�nnmm�=nnuouE'nmmimnumlmimmumm�nmEumumnnnnnmEnwmE imnm nniuni� m �n�1E11111111111�1l11 IIIIII�l111 EE�noIBEnEEn�nIEn IIIIIIIIIIIIIII�IIIIIIIIIII�IIII�i11111�11 EEnEn�lnlEiB�n I�MIIIinun�IMllinl M....p..,,..aM. rll.alM n.....11. IL.....L..,,..L.....IL.IL........I,..TL..... L.I,..L.....M ul...... IL.IL.M I..,, W+W WrM—MAW W+W EX. BUILDING FF to *69.20 FUTURE CONNECTION FOR WETLAND MITIGATION AREA IRRIGATION SEE SOUNDVIEW CONSULTANTS' SET INSTALL 3' LENGTH OF DECODER WIRE IN STANDARD VALVE BOX WITH COVER FOR CONNECTION TO WETLAND MITIGATION AREA IRRIGATION w 62 WW—W—W—W—W— — —W — IRRIGATIONPOINT OF CONNECTION WITH NEW CE75�R CITY STANDADO BR EC E gANTI E 1 /4 to ER CITY DETAIL W-24.2 AND DETAIL THIS SET. / �I n, MOUNT RAIN SENSOR ON WEATHER EXPOSED PORTION OF CONTROLLER PEDESTAL. 111 I 1 , I i I I I I PROJECT REF: FAC22-0008 II:I�9��I_V 6Y_l:l�_l�L•IHIl�FIY.I:i I rc z U J F- D) 0 p O LL z /Q it t/ J O N U w J H J()5 Z�R CIOV 0 O! =QU m w I J c Q >- 2 O Fn � U U J O CID w II 2 I 11 a E pp `s _ C 3 E � 0 V ¢ 0 c L = m c = c P c 1°n W UtL C Q LPL Oho ��..1I 7 to yj p T n C Q Ln3Pl A C O cLd do Y v m t) CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. EjOOOjjjjj So lot _� A20.03.18 APPROVED BY: 2'838O�0° N J 1 GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE' A) INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B) INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C) VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D) INSTALLATION OF SLEEVING. 2 PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND/OR NOTES. PROVIDE A ONE (1) YEAR WARRANTY/GUARANTEE FROM FINAL ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT, AND WORKMANSHIP. 3. COORDINATE IRRIGATION INSTALLATION WITH GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, 22. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE 23. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT, 24, CLEANUP AND PROTECTION. DURING IRRIGATION WORK, KEEP ALL PAVEMENT CYAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT IRRIGATION WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE AND IRRIGATION OPERATIONS AND TRESPASSERS, MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE AND IRRIGATION WORK AS DIRECTED BY THE OWNER. 25 PRIOR TO BACKRLLING IRRIGATION TRENCHES, LANDSCAPE CONTRACTOR SHALL CONDUCT A WATER PRESSURE AND COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHTECT LANDSCAPE CONTRACTOR TO GIVE 3 (THREE) WORKING DAYS NOTICE PRIOR TO TEST 4. LANDSCAPE CONTRACTOR TO TEST AVAILABLE WATER PRESSURE PRIOR TO BEGINNING ANY WORK PROVIDE WRITTEN TEST RESULTS TO LANDSCAPE ARCHITECT. 5. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 6. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, AND REQUIRED CRY INSPECTIONS. 7. SUBMITTALS: A) SUBMIT EACH ITEM LISTED BELOW FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL, B) PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED, C) CONTROL WIRING PATH DIAGRAM, D) "AS -BUILT" DRAWINGS. E) OPERATION AND MAINTENANCE MANUALS. 8. PROVIDE AND KEEP UP TO DATE A COMPLETE "AS -BUILT" RECORD SET OF PRINTS WHICH ARE TO BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND NOTES AND EXACT "AS -BUILT" LOCATIONS, SIZES AND KIND OF EQUIPMENT. THIS SET OF DRAWINGS. ARE TO BE KEPT ON SITE AND ARE TO BE USED ONLY AS THE RECORD SET. ALL WORK IS TO BE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING WORK AS ACTUALLY INSTALLED. DIMENSION FORM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, WALKS, OR ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING: A) CONNECTION TO WATER LINES (P.O.C.), B) CONNECTIONS TO ELECTRICAL POWER, C) GATE VALVE, QUICK COUPLERS, AND REMOTE CONTROL VALVE, D) ROUTING OF MAINLINE (DIMENSION MAXIMUM 100' ALONG ROUTING), E) ROUTING OF CONTROL WIRING, F) OTHER RELATED EQUIPMENT AS DIRECTED BY THE LANDSCAPE ARCHITECT. 9 PREPARE AND PROVIDE PRIOR TO COMPLETION OF CONSTRUCTION, A THREE RING BINDER CONTAINING THE FOLLOWING INFORMATION. A) INDEX SHEET STATING CONTRACTOR'S ADDRESS, TELEPHONE NUMBER, FAX, E-MAIL AND A, UST OF EQUIPMENT WITH NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVES, B) CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS, CONTRACT, C) GUARANTEE STATEMENT, D) COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. E) CONSTRUCTION DETAILS FROM THE PROJECT, F) COMPLETE TROUBLE -SHOOTING GUIDE TO COMMON IRRIGATION PROBLEMS, G) WINTERIZATION AND SPRING START-UP PROCEDURES, H) CHART OF APPROXIMATE WATERING TIMES FOR SPRING, SUMMER, AND FALL, 1) A COPY OF THE "AS -BUILT" DRAWINGS AND CONTROLLER CHART. 10. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 11. MAINLINE PIPE TO BE BURIED 18 INCHES, LATERALS 12 INCHES, AND SLEEVES 24" INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 12. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR 100 PERCENT COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. 13. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 14. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 15. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS. AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBUSHED DATA. 16, ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. 17. EACH VALVE BOX TO CONTAIN A MINIMUM OF 1 DECODER, CONNECTED TO JACKETED HUNTER IDWIREI (14 GUAGE), RECOMMENDED FOR WIRE PATH LENGTH UP TO 10,000 FT OR HUNTER IDWIRE (12 GLACE) FOR WIRE PATH LENGTH BEYONE 10,000 FT UP TO 15,000 FEET THESE MAXIMUM WIRE PATH LENGTHS ARE FOR ACTIVATING UP TO 225 HUNTER DECODERS, 6 P/MV AND UP TO 6 SENSOR DECODERS. AVOID RUNNING POWER CABLES AND DECODER PATH IN PARALLEL. ALL WIRE PATHS AND ITS BRANCHES SHOULD BE ENDED WITH PROPER GROUNDING. NEW CONSTRUCTION CAN RELY ON EXISTING WIRE PATH BY TIEING ON AND EXTENDING OUT TO SERVICE NEW CONSTRUCTION, UP TO A MAXIMUM 225 VALVES. 18. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. 19, CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION 20. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED 21. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE -ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. LANDSCAPE SET FOR AUBURN LOGISTICS PM W WNW v4 a N v4 W ME SE 1/4 W SP.C. 111. MK E1 N., EEE 4 EAST, W. M. CITT W AOWMI, INTO OOIINTY STATE W WWWOMM RECORD DRAWING I DOUBLE GRACE LEVEL BOXES SIZE TO PERMIT 12" MINIMUM E° E° �� a IRRIGATION SCHEDULE COCKS, soi wOCK DO u u u u u uy DESCRIPTION DRIP IRRIGATION: -III—1 'III ill DOUBLE CHECK VALVE (STATE APPROVED g _ ��i ASSEMBLY) RESILIANT SEATED VALVES WITH s HUNTER LANDSCAPE DRIPLINE COMPONENTS —I WATER SERVICE ul— TEST COCKS, INSTALL ASSEMBLY WITH -12-250-CV SUB -SURFACE NE TUBING 0.6 GPH PRESSURE COMPENSATING EMITTERS WITH CHECK VALVE FROM METER - TEST COCKS HORIZONTAL POSITION, AT 12"WIRE STAKES FOUR (4) FEET -_ AT TUBING ON -CENTER SPACING -ALL TUBING SHALL BE INSTALLED ON GRADE W/ E PER LOCAL REQUIREMENTS -------- ON -CENTER; VERIFY THE LAYOUT AND 18' ON -CENTER SPACING IN THE FIELD PRIOR TO STARTING WORK. INSTALL ALL CE PRIOR ' COMPONENTS PER MANUF. SPECIFICATIONS. $ - C PVC MAINLINE PER PLANTIN USE HUNTER PLD-LOC FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND INE DRIP TUBING LIN 12 — - -- V DESCRIPTION n ®DRIP IRRIGATION HUNTER ICV SERIES ELECTRIC REMOTE CONTROL VALVE WITH (1) STATION ICD-100 DECODER = SCH 80 NIPPLE AND FEMALE n AND ACCU-S NC ADJUSTABLE PRESSURE REGULATING DIAL, VALVE SIZE PER MANUFACTURER'S ADAPTER - TYPICAL RECOMMENDATIONS TO MINIMIZE PRESSURE LOSS. MAXIMUM 2 VALVES PER VALVE BOX n UNION AT EACH SIDE OF VALVE NOTE: LANDSCAPE CONTRACTOR TO CALCULATE DRIP IRRIGATION VALVE LOCATIONS AND HYDROZONE 060( �O�C�C SCH 80 PVC -TYPICAL BOUNDARIES BASED ON COMPLETED CONDITIONS AT SITE SCH 80 NIPPLE -TYPICAL WSS-SEN WIRELESS SOLAR SYNC SENSOR WITH WIRELESS RECEIVER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. NOTE: WHENEVER POSSIBLE HARDWIRE PREFERRED. EXTERIOR MOUNT WITHIN MANUFACTURER'S SPECIFICATIONS FOR DISTANCE sO HUNTER ACC2 DECODER IRRIGATION CONTROLLER WITH A2C-75D-SS (STAINLESS STEEL CABINET). WITH ID28LU TWO -WIRE AND ROAM -XL REMOTE. INSTALL (1) ICD-100 SINGLE STATION DECODER PER VALVE. COORDINATE SOURCE OF ELECTRICITY TO CONTROLLER WITH GENERAL CONTRACTOR. P.O.C. ® WILKINS 950 XLT- DOUBLE CHECK VALVE (STATE APPROVED). SEE PLANS FOR SIZES: 1-1/4" OR 1-1/2". TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER. WILKINS 850 - BALL VALVE, SIZE TO MATCH PIPE CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK UD ® HUNTER ICV-200 2" FLOW-SYNC AND FCT-200 2" RSEE L SENSOR. I SERIES VALVE. DETVE AIL THIS SET. WIRE)FLOW SENSOR BACK TO CONTROLLER WITH PE-39 DATA CABLE. ti PLASTIC HALL VALVE, MATCH LINE SIZE, IN VALVE BOX Q HUNTER HQ-44LR-AW 1" QUICK COUPLER VALVE WITH 2 PIECE BODY, LOCKING RUBBER COVER, ACME KEY SLOT WITH ANTI -ROTATION WINGS -.- -.- -.- -.. - MAINLINE - SCH 40 PVC (18" COVER); SIZE PER PLAN, 2" SIZE MINIMUM LATERAL - SCH 40 PVC (12" COVER); SIZE PER PLAN, 1" SIZE MINIMUM ====== SLEEVE - SCH 40 PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS AND 18" MINIMUM COVER IN LANDSCAPE AREAS. 6" DIAMETER MINIMUM SIZE IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE, MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. SCH 40 PIPE SIZING CHART PIPE SIZE 1" 1 1 4" 1 1 2 2 2 1 2" FLOW GPM 1-13 13.1-23 23.1-32 32.1-53 53.1-74 GPM (MPX) A N R CIA NO kV W1111i NO KI MASTER VALVE and FLOW SENSOR NOT TO SCALE BLOCK AS NECESSARY WITH BRICKS C N C( AT AT OF BOX 0L zoo J- C r`d—SUMPP I C F. 7/8" WASHED GRAVEL NOTE T rl—III— INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. CHECK VALVE ASSEMBLY DETAIL NC- TO SC4E FINISH GRADE O SUB —SURFACE DRIPLINE PVC DRIP MANIFOLD PIPE © 12—INCH VALVE BOX WITH PVC 1" X n/4" TRUE UNION COVER BALL VALVE O7 3—INCH MINIMUM DEPTH EASY FIT MALE X BARB OF 3/4" WASHED GRAVEL ADAPTER © BRICK (1 OF 2) FLUSH POINT WITH BALL VALVE NOT TO SCALE AS -BUILT PROJECT REF: FAC22-0008 THESE PLANS ARE APPROVED FOR a W J J cl) U Uio Z O J Z O a " z ir 0 m O a ir ir Z O O N J fL J a) 5 Z�R cr V 0 (3)=>U m W IL J crcr a_i O LL U U J It O CID m w i I i a E p F a o V CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. E C Q�y W = W C 0 t P Im Wim QC HNT WA C Q � yj co fTj.1 �p T 1 Q Ln3 rn� C In Su C4 m V �Yv _ w A20.03.18 APPROVED BY: $Q3"T0° J SOLAR SYNC RAIN SENSOR NOT TO SCALE IRRIGATION NOT TO SCALE SIDE VIEW IEGENG O1 YAMSYNC'WRlWSI%MR Q& SYNCC A➢BLECHxk91ER (D C SYNCARELCMUMNFA SFE�iOAOTTII EMOIINiIxCSIINACE IRAIG1IO11"FCPSPECIFICLOCATON QEIxISIexcRAOE LANDSCAPE SET FOR AUBURN LOGISTICS PM WWMW v4aII v4W ME SE 1/4 MM. 12. TWA M M., SSE 4 EAST, W. M. ow W MWIN, KME COUNTY STATE W WMNIMSTIAN RECORD DRAWING PVC SCH 80 SxT 90' ELBOW PVC SCH 80 UNION WIRE WITH WATERPROOF WIRE CONNECTOR - TYPICAL FINISIH GRADE SPARE WIRE WITH WATERPROOF WIRE CONNECTOR ON CUT END VALVE BOX WITH COVER TO 1 PVC SCH 80 NIPPLE O OO.[) O�O.[) O\ O AND FEMALE ADAPTOR O 0 0 PVC SCH 80 UNION V V O O O O 0 L PVC SCH 80 NIPPLE REMOTE CONTROL VALVE: BODY CLEAR OF SUMP 1 C.F. 7/8" WASHED GRAVEL SUMP PVC MAINLINE NOTE: PVC SCH 80 NIPPLE ONE VALVE PER BOX. PROVIDE EXTRA COILS (III OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR PLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC S. REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE U z m 6" FINISH GRADE PAVING SECTION PER CIVIL PLANS COMPACT BACKFILL AT 90% DENSITY (TOPSOIL BACKFILL) AT 95% DENSITY — (STRUCTURAL) 'PVC LATERAL SLEEVING ALT. WIRE SLEEVE - PVC MAINLINE VALVE WIRING } LARGER THAN 1/2" NOTE: SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26) DIMENSIONS ARE MIN. CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE 'IRRIGATION CONTROLLER. SEE IRRIGATION SCHEDULE 'GALVANIZED METAL CABINET FOR CONTROLLER LINE VOLTAGE OUTLET FOR IRRIGATION CONTROLLER INSIDE PEDESTAL (OUTLET NOT SHOWN) SUPPORT STAKES AND CLAMPS O EASY FIT COMPRESSION TEE: 3�4" POWER CONDUIT: SIZE, 5 RAIN BIRD MDCFTEE TYPE, DEPTH PER LOCAL CODE FINISH GRADE 4.1 VALVE BOX O SUB -SURFACE DRIPLINE: GROUND WIRE CONDUIT, MIN. 1 1/2°. RAIN BIRD XF SERIES DRIPLINE GROUND PER ASIC GUIDELINES =11 -1 = 1- - POTABLE: xFs DRIPLINE —III —= QUICK COUPLING VALVE NON -POTABLE: XFSP DRIPLINE PEDESTAL BASE: CONCRETE —I11 —1 11= SUMP 1 C.F. 7/8" Q O3 INCLINE DRIP EMITTER OR PREFABRICATED III— III— WASHED GRAVEL - O TIE DOWN STAKE: RAIN BIRD TDS-050 FINISH GRADE THREE (3) 4'1 BRICKS WITH BEND (TYPICAL) — IIII MARLS% ELL - TYPICAL O TURF/FINISH GRADE OR SHRUB BED SON 80 P.V.C. NIPPLE 1 z 3 4 WITH MULCH CONDOR FOR CONTROL WIRES „_ -� SCH 40 PVC SXSXT TEE - PEDESTAL MOUNT DRIP IRRIGATION VALVE NOT TO SCALE QUICK COUPLING VALVE DETAIL NOT TO SCALE Oi FINISH GRADE O2 STANDARD VALVE BOX WITH COVER O3 WATERPROOF CONNECTION O4 VALVE ID TAG O5 30-INCH LINEAR LENGTH OF WIRE, COILED O6 1" X %4" REDUCING COUPLING O PRESSURE REGULATING FILTER O LATERAL PIPE O PVC SCH 40 FEMALE ADAPTOR OR REDUCER 10 REMOTE CONTROL VALVE 11 PVC SCH 40 TEE OR ELL TO MANIFOLD 12 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 13 MANIFOLD PIPE AND FITTINGS 8MINIMUM FOUR (4) 4"x8" BRICKS 8 TOP VIEW NOTES 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE —DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 3, INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN STAKES. DRIPLINE BURIAL NOT TO SCALE THREADED SCH 80 PVC MALE ADAPTER FINISH GRADE SCH 40 PVC 45' FOUR (4) 4"1 6' ROUND VALVE BOX 5 AIR/VACUUM RELIEF VALVE E2 1/2" PVC TEE g COMPRESSION ADAPTER TYPICAL U DRIPLINE - TYPICAL OR BLANK TUBING - TYPICAL w 1 C.F. 7/8' WASHED GRAVEL SUMP BRICK SUPPORTS n NOTE: AIR/VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPLINE LATERALS. FOR USE ON ZONES OF 7 GPM OR LESS ONLY (PLUMBED TO TUBING) 1/29 AIR/VACUUM RELIEF VALVE DETAIL NOT TO SCALE ICD-100 DECODER ON STAKE NOT TO SCALE REGULAR VALVE BOX WITH LOCKING LID PAVEMENT D SCH 80 PVC UNION SxS SCH 80 PVC NIPPLE TxS NOTE 1. LOCATE VALVE BOXES IN PLANTING AREAS. 2. WRAP VALVE BOX WITH A MINIMUM OF 3 MIL THICK PLASTIC AND SECURE IT USING DUCT TAPE OR ELECTRICAL TAPE. 3. ALL THREADED CONNECTIONS TO BE MADE USING TEFLON TAPE 4. ALL CHANGES IN ELEVATION SHALL BE MADE USING SCH 40 PVC 4F ELBOWS. BALL VALVE DETAIL INCH (3") THICK LAYER OF 'RAVEL OR APPROVED EQUAL WELDED WIRE MESH POP-UP — PAVING 4 rr SPRINKLER FLUSH AT LAWN AND FLUSH WITH MULCH LINE SPRINKLER PVC SCH 80 NIPPLE PVC LATERAL NOTE: MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SW NG JOINT RISERS AT WALKS AND CURBS. �J B E RISERS ACCEPTABLE ELSEWHERE. AS POP �I ER ASSEMBLY NOT TO SCALE LEGEND 0311 PVC PIPE 2O1"SCH 40 PVC PIPE OIC) 100 DECODER PER PLAN ©ELECTRICAL CABLE TIE OFINISHED GRADE ©VALVE PER PLAN PTO EARTH GROUND ©DBI 9OJACK=TED ID WIRE PATH NOTE EARTH GROUND TO BE A MINIMUM OF B AWAY FROM DUAL-S AND AT A RIGHT ANGLE TO THE TWO WIRE PATH 6" CLEAR OF OBSTRUCTION CONDITION EX 99 ELBOWS SCH 40 SxSxT INLET ONLY) PROJECT REF: FAC22-0008 THESE PLANS ARE APPROVED FOR J 0 U LQ w 0 �O J O z ir /Q V m $ � Q 0 0 C4 U w J H JOnj z_m � 0 m w 0 J} D�Q_i 2 O Q LL U U J It f0 „ 4 i I h a T E p P CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. E C = W C 0 ExN C z W a NT QC of C Q Co ET..II Y 'a In 9T�I Q rn� Ln34 fe m C 9 C In t) �Yv13 I 0 J NOT TO SCALE APPROVED BY: 2Q3"�0° r 12 3 �T \ Z�D p IVA IPA Iva 1111111 OPVC EXHAUST HEADER OPVC SCH 40 TEE OR EL (TYPICAL) (DEARS X MALE FITTING ®FLUSH POINT (TYPICAL) i6 ( SEE DETAIL PERIMETER OF AREA ©PERIMETER DRIPLINE PIPE TO BE INSTALLED 20-4° FROM OPVC PERIMETER OF AREA SUPPLY PIPE FROM CONTROL ZONE KIT (SIZED TO @PVC MEET LATERAL FLOW DEMAND) SUPPLY MANIFOLD OCONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE (TYPICAL)— SEE INSET A DRIPLINE CENTER FEED LAYOUT NOT TO SC/1LE 10 SUB —SURFACE DRIPUNE 11 BLANK TUBING 12 BARB X BARB INSERT TEE OR CROSS: 13 h- AIR RELIEF VALVE 14 BARB X FEMALE FITTING: 15 )/' PVC NIPPLE, LENGTH AS NECESSARY 16 DRIPLINE INDICATOR. SEE DETAIL FOR ADDITIONAL INFORMATION 15 14 2 8 DApIWW AIa+heu7n Lelaral Lengths (Feet) 12'Spsrbp 18'SpscI 14'4pcxp mrwPeeeun Ashk w7fik 06 Oa 04 09 05 09 16 10 351 2A 414 3]2 m 313 360 lee m4 s0s so zso 413 413 0 see 474 414 40 Ski zsa soz 4 Ssz 414 In 417 zea 528 sze 4z0 see � W 4M 3A'1 baJ 435 ld'1 M 314 LANDSCAPE SET FOR AUBURN LOGISTICS AM OF WNW v44Mcv4a ME SE 114 MM. 1R TWA. 11 IN, MBE 4 EAR, W. M. ow 11F "mum, me coum Y BTATE O WABMIII I RECORD DRAWING NOTES: 11�EL.B 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE IRRIGATION SCHEDULE FOR SPACING. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. 4. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI. IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FNTNG. DRIPLINE END FEED LAYOUT NOT TO SCALE O FINISH GRADE/TURF Q OPERATION INDICATOR O3 SUB -SURFACE DRIPLINE: SEE IRRIGATION SCHEDULE ES: DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. AIR REUEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PS1. IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. J 0 U O PJC EXHAUST HEADER Q OPVC SCH 40 TEE OR EL (TYPICAL) IJJ OBARB X MALE FITTING O O FLUSH POINT D O Z SEE RAIN BIROIRD DUETAL 'FLUSH POINT WITH BALL VALVE' a6i O O PERIMETER OF AREA g g ©PERIMETER DRIPUNE PIPE TO BE INSTALLED 2"-4° FROM v m PERIMETER OF AREA O SLAB —SURFACE DRIPLINE r $ Q ©BUNK TUBING (DBARB X BARB INSERT TEE OR CROSS: 10 Y2' AIR RELIEF VALVE11 PVC SUPPLY HEADER12 f PVC DRIP MANIFOLD FROM CONTROL ZONE VALVE KIT(SIZED TOMEET LATERAL FLOW DEMAND) 13 PVC SCH 40 RISER PIPE ISDRIPLINE INDICATOR. SEE DETAIL FOR ADDT'L INFO Dtl(llne Ma Imum lalelal LeVhs (Feel) lrin a ump Ir IVm,ne IV 2reaec•a NaNntleW(90) as 0e Ncm%d Pcw19VN) 0e ne MmIndnm(sV 0e 09 1m l 318 1m SVa 4W m3 a'A a AV m 4e6 40 e33 474 w 417 zes sm 4m 70 461 m 400 zm sm 40 Teo 514 NOTES: • DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. DISTANCE BETWEEN LATERAL ROWS FOR BOTTOM 1/3 OF SLOPE TO BE SPACED GREATER THAN OPTIMAL ROW DISTANCE. SEE MANUFACTURER DRIPUNE INSTALLATION GUIDE FOR SUGGESTED SPACING. • LENGTH OF LONGEST DRIPUNE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. • WHEN ELEVATION CHANGE EXCEEDS 8 FEET IT IS RECOMMENDED THAT A NEW DRIPLINE ZONE BE CREATED. • INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL • WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PS1, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. O PVC DRIP MANIFOLD FROM CONTROL ZONE VALVE KIT (SIZED TO MELT 11 LATERAL FLOW DEMAND) 1 QBARB X MALE FITTING O3 PVC SUPPLY HEADER r 4-6" ® PVC SCH 40 TEE OR EL (TYPICAL) DRIP MANIFOLD T O SUB -SURFACE DRIPUNE: BURIAL DEPTH T SEE IRRIGATION SCHEDULE 1 -@ v 1 4 3 ©FLUSH POINT: SEE DETAIL NOTE: 10 1 INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING O7 PVC FLUSH HEADER 4 2. VAN NOZZLE MAY BE SET TO CLOSED, OR IF IT IS DESIRED TO SEE SPRAY FROM INSET A O8 V' AIR RELIEF VALVE: RSEE DETAIL -_ THE NOZZLE, SET THE ARC TO A4 PATTERN. THE FLOW FROM THE NOZZLE, 0.3 `e GPM, SHOULD BE ACCOUNTED FOR IN THE SYSTEM DESIGN. ZZ @DRIPLINE INDICATOR. SEE DETAIL FOR ADDITIONAL INFORMATION 10 PVC RISER PIPE C TURF OR MULCH @FINISH GRADE 0 C4 U w J H J a) j cr /Z/R V 0 0 = U cr T l.L M� W w IL J C) r Q w cr O U LLL U J It O co m DRIP IRRIGATION DRIPLINE INDICATOR NOT TO SCALE DRIPLINE SLOPED LAYOUT NOT TO SCALE NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS FOR SPACING 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE. 3. INSTALL AR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL. 4. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PS1, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. O PVC SUPPLY PIPE FROM RAN BIRD O ARS X BARB INSERT TEE CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) O9 TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED LENGTH SHOWN IN TABLE Q PERIMETER OF AREA 10 PVC FLUSH HEADER O3 PERIMETER DRIPUNE PIPE TO BE INSTALLED 11 FLUSH POINT 2°-40 FROM PERIMETER OF AREA SEE DETAIL PVC SUPPLY MANIFOLD PVC RISER PIPE PVC SCH 40 TEE OR EL (TYPICAL) TURF OR MULCH 4KH BARB X MALE FRTING FINISH GRADE RFACE DRIPLINE. SUSEEI IRRIGATION SCHEDULE 15 1/� AR RELIEF VALVE: SEE DUAL 16 DRIPUNE INDICATOR SEE DETAIL FOR ADDT'L INFO O PVC EXHAUST HEADER O2 PVC SCH 40 TEE OR EL (TYPICAL) O FLUSH POINT (TYPICAL) SEE DETAIL NOTES: • DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE MANUFACTURER DRIPLINE INSTALLATION GUIDE FOR SUGGESTED O BARB X MALE EMEND SPACINGS. LENGTH OF LONGEST DRIPUNE O PERIMETER OF AREA LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ©BARB X BARB INSERT TEE OR CROSS ACCOMPANYING TABLE. AR RELIEF VALVE TO BE INSTALLED O7 PERIMETER DRIPLINE PIPE TO BE INSTALLED 2°-4- AT HIGH POINT OF AREA. FROM PERIMETER OF AREA WHEN USING 17MM INSERT FNTINGS WITH DESIGN PRESSURE OVER 51 O SUB —SURFACE DRIPLINE. IT IS RECOMMENDED THAT STAINLESS SEE IRRIGATION SCHEDULE STEEL CLAMPS BE INSTALLED ON EACH FITTING. @BLANK TUBING 10 )¢° AIR RELIEF VALVE: S E DI�- B U I 11 PVC SUPPLY MANIFOLD JJ — 12 PVC SUPPLY PIPE FROM TO MEET LATERAL FLOW DEMAND) 7DFdPMANIFO D13 TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT L DEPMEXCEED LENGTH SHOWN IN TABLE 11 2 12 14 PVC SCH 40 RISER PIPE 15 DRIPUNE INDICATOR. SEE DETAL FOR ADDT'L INFO 14 z PROJECT REF: FAC22-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF ALIBURN'S REQUIREMENTS. a E p B o V Q NC Qyi W = W C t NLP W QC HNT We C Q COD �T..11 � N pTN C Q 9 Ln3� A_ CLn CKI c Lri doYv m V E 04 J DRIPLINE ODD CURVES LAYOUT NOT TO SCALE DRIPLINE IRREGULAR SHAPED LAYOUT NOT TO SCALE y m240a1a APPROVED BY: 12840OTW b SITE PLAN SCALE. 1/64' = 1'-O' PROJECT REF: FAC22-0DOR THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. 'X s \ W o- 1 a N w I —I o � r'V (n W A 1� O ( h'I"I W 1�1 W � N REVISIONS I SITE PLAN APPROVED BY: zozaoa�s .l +_- 12.i822LTW 4-�E1 011 a v 0 m 0 p$m rpm mX71 z ym> im =v T m0 nm �o 00 m y D C c m 9 2 fn r t — — :i i I I .9 .,::..:b' :.. ....If q ^:SS#� tI .z do _— G t a _ u i(a I 1 � Ill In I'll j k 1 0 Z _ 1ti Got T T 1 ell _ x LLB i I x 1llluuuuf V k d I.. 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"P8RA53T DOME1982" 4 1805 1,2 90.F040.3 2.82. 151. 0.&-070.604110.2 .014111 1131 15 251-2 5 3 2.8 2.5 0.2 P16 18" C W I 9.63' CNG--59.65, 1 0.3 0.7 1 1 1 0.9 ® ce sro GIRT {Oe1-0.3081211 .90� RIM-63 855 ," 24"GNC<MA 20.51 171.6 1 9. 18"CNC EIE=5960' 24 CNC SIE=590D' 41,11J//.2 42 1 0.� _ Sl(R 1�1. 2.82815�04 `0 `H 0. 00 27 1 510.5 ' MP19 071 1_ 2s2815104 040.71.1 42 1 04 0.2 0.5 1. 1 7 1.6 1 0.5 010.30.8111 0.90.5 1 D.3070.90.90805 1 .30.8 11 080.5 �.5 1 /0 1 5 1.4 .9 0 1 .7 .2 01. 0 .6 0 1, 2.82. 1 04' 0 9261404 1 `$$ .1 2 29 27 1 0 D D D D ssMR SDMN TRANSFORMER 0. 1.3 5 2 1 RIM=65.09' FF-6930 6"PVC E IE=5].01' RIM=8510 30" CMP E IE 585] FADCET CB STD GRT SDMH RIM 8496 H r5y 14 04 8"PVCWIE=5].' 30'CMPWIE-585] IT 5.43 ' RIM=6J.]2' = 30" CMP W IE SB.T4 3b.6 1 1 8 8'CMPSIE=61.12' SSMH c 30'CMPS IE=58.96' ,Fp A = D10 121 081 4 RIM=8525' L 8'PVCWIE=58.25' 9 PVC IE-5835' 01 0. 0 0,9 0,7 4 CB Sri (IF 00. 7a04 RIM-U.N 0.2 0. 4 1 I � 4 CB STD G&r3 1 OS0.3 RIM=65.01' v 24' CNC NIE=g)g]'0 2.7 1.1I .3 24' CNC S IE=60.87' S1(E) 0. 1 .8 1 4 s 0. 1 .7 2.8 1 4 PoWI 0.6 0. 2.6 1 .3 POLE 0.3 0. 3 2. 7 .3 0.20. 1013 0.8 4 010 .81 1.90.7p4 010 .81 .90.7104 0.2 0. .1 1 3 1 0.8 IO 4 0.3 0. 1 5 1.9 1.6 .9 0.3 0.6 0 1 2.6121 9 0.3 O. 1 2 8 2. 61 0.3 S1(E) 1 1. 0.3 X.77 0.7 y 0.3 04 0. 1.6 11 7 .9 0.3 0.2 O. 2 1 4 1 3 0.8I0.3 0.2 0 0.9 0 010.3 01 0 0.8 0.9 0.9 0.7 0.3 0.2 0. .1 1 211. 0.7 0.3 0.3 0. 1 5 1 8 1.4 .8 0.3 0.5 0 1 2.5 8 .8 0.2 G9 STREET LIGHTING PHOTOMETRIC S1(E) 1 .5 2.8 21 .9 0.3 I 1 1 2.51 21 .8 0.3 SCALE 1" = 50'-C 0.8 2 1 2. 0 0.2 .d 040 17 150.6I 0.1 1 0.2 0 .1 1 1 0. CA 01 0 0.7 0. 0.7 040.2 RECORD DRAWING CALCULATION SETTINGS ITEM/TYPE DISTANCE NOTE FC SPACING 5' S1's +35' HEIGHT, 8' ARM GENERAL PHOTOMETRIC SCHEDULE AVERAGE 113 FOOT-CANDLES MAXIMUM 3.3 FOOT-CANDLES MINIMUM 0.1 FOOT-CANDLES MINIMUM TO MAXIMUM 0,03 FC RATIO MAXIMUM TO MINIMUM 38.33 C RATIO AVERAGE TO MINIMUM 13.08 IT RATIO LUMINAIRE SCHEDULE CALLOUT SYMBOL DESCRIPTION BALLAST MOUNTINC MODEL INPUT VOLTS QUANTITY WATTS S1(E) LED STREET LUMINAIRE ELECTRONIC POLE LEOTEK 123 MULTIPLE 7 (EXISTING TO REMAIN) GCM3-60J-MV-40K- 2R-XX- 185 S1(N) LED STREET LUMINAIRE (NEW) ELECTRONIC POLE LEOTEK 123 MULTIPLE 1 GCM3-60J-MV-40K-2R-XX-185 S1(R) LED STREET LUMINAIRE ELECTRONIC POLE LEOTEK 123 MULTIPLE 1 (RELOCATED FROM EXISTING) GCM3-60J-MV-40K- 2R-XX- 185 POLE LIGHTS SHALL BE INSTALLED PER COA STD DTL T-19.2 AS -BUILT 01 W 1-_� d d1 NN} o F U rV W o 0 Q I�1 W � N STREET LIGHTING PROJECTREF: FAC22-0DOR PHOTOMETRIC THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. 02-07-24 zozaoa�sOTB.R.M. ♦F L.- 12.i82iLTC0' .I O " APPROVED BY: - 6 k-xxxx