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HomeMy WebLinkAbout03D1725C3 ZONING 5' TYPE I L/S M 1 ZONING 10' TYPE 1,1- L S BUFr-f '2 LANDSCAPE — PER SHEET L1 _ 210.52' N �`Z II x INFILTRATION POND __z/ 18" CEDAR NE 1/4, SECTION 36, TOWNSHIP 22 N, RANGE 4 Eq W.M. 48" CID RELOCATE 48" CID EXG FENCE TO 2 10' BEHIND PROPERTY LINE l` " 48" CID 24 CID --'zi 48" CID �t 42" CID 36" CIO 2 '— 20' WIDE SLIDING CHAIN / 48" CID 48" CID�EN� EXG 30 D/W r +' i Eo — SITE PLAN NORTH 1 =20 -0 I 3rp. w S:\02\02076\C1-076.dwg ..) Dr-fter Nome: M. CORDICE ' Plot Date: FEB 18 2003 13:19:53 1 Last Modified Dote: IEB 18 2003 12:52:30 1 Submittal: REVISION 2 10' TYPE III j�L/S BUFFER 40" CID 50" CID 10' TYPE III L/S BUFFER C3 ZONING C3 ZONING RE -INSTALL POWER POLE INSTALL HC SIGN PER DTL 2/C3 -- i EXG 18' D/W CONSTRUCTION SEQUENCE 1. SUBMIT A HAUL ROUTE TO THE CITY Of AUBURN FOR EARTHWORK ACTIVITIES. 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN OFFICIALS. 3. ESTABLISH "CLEARING AND GRADING LIMITS" FOR THE SITE. 4. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE AND FILTER FABRIC FENCE AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE CITY OF AUBURN. 5. CLEAR AND GRUB EXISTING LOT. THE CONTRACTOR SHALL ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO THE ADJACENT PROPERTIES. 6. CONSTRUCT POND AND NEW STORM DRAINAGE SYSTEM. 7. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION" ON SHEET C2. 8. CONSTRUCT NEW PAVEMENT, LANDSCAPING, AND IRRIGATION SYSTEM. EXG 18' D/W 0 ENGINEER RUPERT ENGINEERING, INC. JB RUPERT 1519 WEST VALLEY HWY. N. SUITE 101 AUBURN, WA. 98001 (253) 833-7776 Iiwl3i�!i 1rWV„L 21-49TH STREET NE AUBURN, WA 98002 (206) 396-2440 SHEET INDEX C1 SITE PLAN C2 TESC & DEMOLITION PLAN C3 GRADING, UTILITY, & DETAIL PLAN L1 LANDSCAPE PLAN L2 IRRIGATION PLAN SITE DATA REQUIRED PARKING: OFFICE: 1,683 SF/300 SF =5.61 SPACES MANUFACTURING: 1,296/1000SF=1.3 SPACES TOTAL =6.91 SPACES PROVIDED PARKING: FULL SIZE: =6 HANDICAP: =1 TOTAL =7 VERTICAL DATUM CITY OF AUBURN BENCHMARK 29-J LEAD AND TACK AT CENTER LINE OF 49TH ST NE & "D" ST NE ELEVATION= 50.01', NAVD 1988 GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START Of ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253- 931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. LEGAL DESCRIPTION TAX LOT PARCEL #9360000190 Tract 30, White River Valley Home Tracts, according to the plot thereof recorded in volume 13 of plats, page 17, in King County, Washington; Except portion lying northerly of a line described as follows: Beginning at a point on the west line of said tract 30, which bears S 0' 10' 32" W 760.8 feet from the northwest corner thereof; Thence S 89' 49' 28" E 211.21 feet to the east line of said tract 30 and the terminus of said line; Subject to easements, rights, exceptions, covenants, restrictions and reservations of record, if any. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS Of NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NIS VICINITY MAP NOR TH LEGEND DESCRIPTION NEW EXISTING EX. 12" STORM STORM SEWER D SANITARY SEWER S EX. 8" SEWER WATER W EX. 2" WATER r k P� 4A (� �❑ (E�3 o cr D I- o Z Q V � ot� ) O .3 M W Z U) v L J 0 z .Z W a Z 0 ran J > Coll, rn 00 N C O N p �Qw z rY Lw J CD CD� Q 0 Qf W AC PAVING CONCRETE PAVING J C) NEW LANDSCAPING 0 SPOT ELEVATIONS XX.XX XX.XX M W CONTOURS 50 -- 5O --- @1 >. W W STORM MANHOLE 0 t= �.._,. STORM CATCHBASIN ■ ❑ o SANITARY SEWER MANHOLE 0 WATER VALVE ►. FIRE HYDRANT *0 TELEPHONE MANHOLE TO POWER VAULT STREET LIGHT UTILITY POLE ♦ -0- FOUND CASE MON ® LLJ GAS METER V) GUY WIRE ANCHOR TELEPHONE JUNCTION BOX ROOF DRAIN UJ POWER POLE W/TRANSFORMER Q "' UNDERGROUND POWER CCIS N N SIGNAL POLE + �- C:< ti Y N ABBREVIATIONSrun CJ C) BLC - BUILDING CORNER MH - MANHOLE o z cy- C - COMPACT MJ _ MECHANICAL JOINT M m 1 CB - CATCH BASIN OH OVERHEAD cr e o j CL - CLASS PL - PROPERTY LINE CO - CLEAN OUT R - RADIUS CID - COTTONWOOD RW - RIGHT-OF-WAY D STORM DRAIN SS - SANITARY SEWER a a 50 DDCV - DOUBLE DETECTOR CHECK VALVE SO FT - SQUARE FEET DI - DUCTILE IRON S/W - SIDEWALK DS - DOWNSPOUT TC - TOP OF CURB D/W - DRIVEWAY TP - TEST PIT EL - ELEVATION UNO - UNLESS NOTED OTHERWISE £ N N ESMT - EASEMENT EXG - EXISTING S - SOUTH FD - FOUNDATION DRAIN W - WEST e�► ' O FDC - FIRE DEPT. CONNECTION E - EAST' FF - FINISH FLOOR I F-- U) 0) -:I- N FH - FIRE HYDRANT N - NORTH C 143FL - FLANGE JOINT NW - NORTHWEST 2 HC - HANDICAP SW - SOUTHWEST 31741 NORTHEAST - IE _ INVERT ELEVATION SE - SOUTHEAST QCs LF LINEAR FEET LS - LANDSCAPING RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: �' 43 , I,,j TITLE/POSITION: /�iLO.r`�CT eAr41 drjr _ CONFIRMED BY CITY: DATE: PROJECT REF: FACO2-0032 THESE PLANS ARE "APPROVED' FOR 0OWORMANCE WITH THE CITY OF AUBURN DOWERING DIVISION'S REQUIREMENTS CP 04,3103 Approved BY 0&156a, S JL Date Approved: Z • Z b'0 3 OWN": 12 -13-03 DATE 12 /4/02 DRAWN AM/MC CHECKED DED JOB 140. 02076 SHEET 110, C 1 03 D 17 a S ,. j a M EXG 18' D/W p EROSION-02 a00 0o0b. 3Fi' CTD.... 90P000QQ°.. F _ F 000o0o0b0 °°0°0° ° CTD-� °0 o b ° CTD (TO REMAIN) „----� 0 0 00°000 ° (TO REMAIN) 0 0 0000 0 0000000 00 b " R MAIN 000°o°o°o°o°o°0 1 I l: CTD 0°0°0° °0°0 I` REMOVE EXG FENCE 2 18 AS SHOWN r (TO REMAIN) 00°°°0 mow w F TO REMAIN ---�"� TD " (TO REMAIN) w (TO REMAIN) D _ CID (TO REMAIN) w (TO REMAIN) w --� ij� (TO REMAIN) 'EXG 30' D /W TUC,& DCMO PLAN pA�µ l 1 4=20-0NORTH EDpE pF SAWCUT EXG PAVEMENT FOR INSTALLATION OF WATER LINE . — EXG 18' D/W GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. DUST CONTROL NOTES: 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. ALL TRUCK MUST USE THE CONSTRUCTION ENTRANCE AS SHOWN ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. 4. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERfYW THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION 1. SEASONAL REQUIREMENTS: DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 2 TO SEPTEMBER 30 , ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO APRIL 1, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 2. STABILIZATION METHOD: HYDROSEEDING & MULCHING A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL i THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHOROUS FERTILIZER. D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTOP(AGROSTIS ALBA) 10% 92 90 ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 CHEWINGS FESOUE 40% 97 80 (RESTUCA RUBRA COMMUTATA) (JAMESTOWN,BANNER,SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER, RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY, TITLE/POSITION: CONFIRMED 9Y CITY: iIAX PROJECT REF: FACO2-0032 THESE PLANS ARE 'APPROVED" FOR CONFORMANCE WITH THE CITY OF ALOUR i ENGINEERING DIVISION'S REQUIREMENTS ( j oz)t8I03 Approved By. Q .&Aqeoes S.414 Dote Approved: Z - 7-8.63 0 Q f j r= `J U or J 0 o 0 g 0 J > 00 to U C14 i W IL�C� �IRR) , V W � g C� J o 00 _N o o U `•`-' Q �� Z L LJ m (_i_ D 0 <C NE L.A,J Of C) C) LA J V) L AJ rn �- o V) r IN (n c> c> cy- `s c � a C � 31 DATE 12/4/02 DRAWN AM/MC CHECKED DED JOB No. 02076 SHEET NO. C 2 S:\02\02076\C2-076.dwg I Drafter Name: M. CORDICE I Plot Date: FEB 18 2003 09:15:15 1 Last Modified Date: FEB 17 2003 11:28:37 1 Submittal: REVISION 2 O3 D 17 2- 5 a 4 A 338' , C3 NE 1/4, SECTION 36, TOWNSHIP 22 N, RANGE 4 Eq W.M. �2 0 2 ,.8' - -- 210.52' x x x - -- _ - �; _ x x-,= x x x-`g81�'2$ �-- x x - -------_- h x x x - - x x x x x x 54' 8' 2' 3:i1 ♦ ♦ ♦ i i °� = BOTTOM ®48.40' a a yiYiyY♦Yy♦yi ♦ ♦ ° e e II i . ♦ ♦ . ♦ e a a i a ♦ i ° .♦e 50..29., ` e ° ♦ i ♦ ♦ i i �� a a a.44 Y ° EXG SHOP � 50 i i Y ♦ 0-1 ♦ i ° e °,. ° II 49 IE= 48.40' ♦ i � ° i i i i ♦ a ° i BOTTOM OF DETENTION iiiiiiii±iii XGGRAVEL ; ° 8 i \ a :e° e.:° •1 ELEV 48.40 .. .. O ♦ i Y i ♦ i ♦ i Y♦ i i � a ti I 48 o� i y y y i y ♦ y i y ♦ i 'ee 4 • . ° d 11 . . s . \. ♦ _ ',a • �e ° , e 4- .0 ^° e.Q '°\\ 5LF 6" SDR i i .YYi♦♦iii e.: i i e •< .° II 47 35 0 9.6% i i i i i i �o e♦ e ,et 30 i ♦.. i b\ CB 11 + . 46 TYPE 1 - 47- CAP WITH TEMPORARY BLOCKING \ II 4 8 x8 x6 TEE W/CONC BLOCKING 5 PER COA STD DTL WATER-01 60 INFILTRATORS F •9 STORAGE CAPACITY= 858 CIF A NIGH POINT ` . 10'0 FIRE HYDRANT INSTALL PER DTL 4 jC3 �� CLEARANCE INSTALL NEW FH PER k � )---i r rI / v - COA STD DTL WATER-07 MAX VOLUME x 1.5-ELEV 48.8 ` \ 2 100 -YR STORM ELEV 48. 4 MAX GROUND W ELEV=46.00' (A ITER iUMED) INSTALL FIXED BOLLARD PER A NORTH -SOUTH FILTER STRIP SECTION f1/6�rf1 PD/NT +� _ � 2, O EXG SEPTIC TANK - - -- -�• -. - _ w COA STD DTL TRAFFIC-05 (TYP. 2-TIMES) C3 "-2' VERT EXG SEPTIC rn PUMP TANK \s2. SJ.00 N N ° I 13.5' 5.5' 6.0' 63.00' 6.00' 50 C 158 LF 8"0 N 3 C3 ���h SPECIAL CLASS 52 DIP $ ( 49.38 49.38 49 N z N I RESERVE SEPTIC 0� 3:1 i i y i♦ i Y rt 48 DRAINFIELD AREA I BOTTOM 3 ♦ . 50,55 i @47.38 y♦ yi 47 ♦ A. D �� / 46 i 2" EDAR / 3: ` ui ♦ 50.55 45 TOP PF PO4D ELEV= 49.3 % 3 MAX VULU x 2.0- \% 100- YEAR WATER SURFAC !% ELEV:= 48.19 GROUND WkTER 45.9' 50 49 48.40' '� ♦ i FILTER STRIP , II c NORTH -SOUTH INFILTRATION POND SECTION PER SECTION ---f---- - 1 ��. ♦ D/C3. 2'MIN "=20' HORZ y i WIDTH / 1 "= 2' VERT EXG SEPTIC SYSTEM - ♦ 2�e ♦ i / x VALVE COIL tROL � � " � i ® / I BOXES -�' 3 iii`i i 5d/ � 50.55I f / �._•__ - � x � SUB -BASE COMPACTION PROCEDURE NEW IRRIGATION DEDUCT METER 49.38 x / �°� INSTALL 8"e TAPPING 49' 38 / .- �"F 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE ASPHALT. /� � SLEEVE & VALVE/ " 2. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST Ll 8 AC WATER MAIN 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL +�' I (LESS THAN 5% FINES), COMPACT THE FILL TO 95% MINIMUM. I, ' i / 3. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. w EXG FH L •5i'12•E g w �. EXG WATER METER. CONTRACTOR w / I 2" CLASS "B" TO VERIFY LOCATION. w A.C. PAVING a SLOPE PROVIDE 1'-0" LEVEL • w ,� '_.- T pNP N - AREA WHERE GRADE RESTORE PAVING o, veo SLOPES DOWNWARD OUTSIDE ATCH EXG OF PAVING INSTALL 8"0 11.25' BEND �9w e ° 4 pd6�° �� =1 0w _______ _ ` / W/ CONC. BLOCKING PER ��� ��� -� -� I IL I-� �- EXG 30 D/W COA STD DTL WATER- 01 ' '-T11 III III ' SUBGRADE SOIL. 6" BASE COURSE COMPACTED TO 95% PROCTOR °°GE -GRADING PAVING & DRAINAGE PLAN NORTH 1 2" PAVING SECTION _ '�~ 1 =20 -0 C3 NTS TENSAR BX1100 5' GE SAR EXTEND 5' 6" GRAVEL HIGH CAPACITY NATIVE BACKFILL OR SELECT BACKFILL BEYOND THE FOOTPRINT INFILTRATOR (TYP) MATERIAL COMPACTED TO 95% IL LOGS MIN ELEV=49.83' OF THE CHAMBERS MODIFIED PROCTOR SOIL LOGS o .O•, a •O•• '•q' 'O ° Oe o O• o o '•q e e o o .\�\.�/g�//\m�a\�r/e,// \�e��eoe •,qoQ0o0e .• e°e,©ee . . e'.e q'poo;'eoa 0 °a e•E•dp�Oo:�oe e e •p00e',e . Q° •oe e�•j e;e e q'o �j•oe 'q'e'e. e eoo e•,. °p ° ?�,.�5 �'o o TSt ELEV FG=49.4o .,° oo e.po o •e 0 20" SILT Y LOAM Op p 20 34 FINE SAND 0 e °p•e o e°°•o e° 5A p°®o bp 34 - 42" SILTY LOAM 42" GROUND WATER. E 1,V2"-2" W SHED CLEAN ST E 1' (TYP) 2 _, 7 I GROUND WATE 4 INFILTRATION C3 j NTS MIN. V-0" i PARKING ONLY VAN ACCESSIBL 1" CONC. WASH - 48 47 46 45 50 49 48 47 3.8' 30' �y L 5' P ANT GRASS F AP SHOWN IN S /V v�. .TER STRIP ED MIX TABLE PRE -CAST WHEEL STOP (TYP.) EAST -WEST FILTER STRIP SECTION 3 J1"=20' HORZ � 1"= 2' VERT GRASS FILTER STRIP PLANT AS SHOWN IN IN SEED MIX TABLE 6.95' 6.00' 6.30' 8.00' 18,50' 16,99' PRE -CAST WHEEL STOP (TYP.) 1 ASPHALT PAV MAX PER PLANS 48.19' dG An •. of &fe e ' PERCENTAGE BY WEIGHT GRASS SEED 40% TURF -TYPE RYE 407 FESCUE 10% WHITE DUTCH CLOVER LOX COLONIAL BENTGRASS EAST -WEST INFILTRATION POND SECTION i'=sa HORZ i = 2 VERT i STAINLESS STEEL FASTENERS. WHITE LETTERS & SYMBOL ON BLUE BACKGROUND METAL SIGN, BOLT TO STL. PIPE POST. ADDITIONAL SIGN AT VAN ACCESSIBLE PARKING SPACES ONLY 1/4" GALV. SCHD. 40 STL. PIPE W/CAP, GRADE • a �, _ - 8 DIA. CONC. FOOTING - U • III I ' NOTES: 1. SIGN TO BE PER LOCAL I-- I JURISDICTION REOUIREMENTS. VERIFY SIZE, SHAPE & VERBAGE 2. PROVIDE SIGN AT EACH HANDICAPPED PARKING STALL. 2 HANDICAP SIGN C3 NTS FLOW = 47.9S- 8"x8%8" TEE RUBBER GASKET JOINTS TYPE I CATCH BASIN 3 CB # 1 1.11 C3 NTS CAST IRON INLET FRAME & SOLID COVER 2 INSTALL 1/4- ALUMINUM OR STAINLESS STEEL SCREENS OVER BOTH ENDS OF THE TEE TO PREVENT FLOATABLES FROM ENTERING INFIL- TRATION TRENCHES % �LJ _r C Z V 0 LAJ F- W W z N c z w. 0 ps a 0 0 a 1 WATER DROP TEST AT 22-27", 20 MIN/INCH ex�tt 2-13-03 //,v/,,i,/,./ :/ ., v//:/v/.//✓././/. V.= 46.00' IGH CAPACITY TRENCH .//,//.//,/�.//�/�./�.//v//./</ ,:�. & BED DETAIL 6" MIN 3 " MIN COMPACTED SUBGRADE 90% MODIFIED PROCTOR PLACE 4-OZ NON -WOVEN FILTER FABRIC ALL AROUND WASHED CLEAN STONE TS2 ELEV FG=49.5 0 - 12" GRUSHED GRAVEL 12" - 48" SILTY LOAM 42" GROUND WATER " WATER DROP TEST AT 21-27 , 13 MIN/INCH UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST'. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. � DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RE By: DATE: TiilE/Pt)S : i�0.7' T , ff/y�,/ `e f2. C4WRMED BY CITY: DATE: PROJECT REF: FACO2-0032 » PLANS *APPROVED" FOR CONFORMANCE MATH THE CI•Y OF AUBURN C L Z��o S ENGINEERING �1WCN�i S REQUIREMENTS P o Approved B ,��� .._..` WileApproved- Z. - Z$ -03 DATE 12/4/02 DRAWN AM/MC CHECKED DED JOBNO. 02076 SHEET NO. C 3 TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I S:\02\02076\C3-076.dwg I Drafter Nome: M. CORDICE I Plat Dote: FEB 18 2003 15:11:56 1 Last Modified Date: FEB 18 2003 13:37:46 1 Submittal: REVISION 2 a 210.52' S89'49'28"E ,-- EKG c RAss ', (14 144 - to 1.6 �'��l �.'/W♦ Ef'�w l y - ' \FX,�q 4e% 1 5 N rc)4(5140 g ) G O .- f LANDSCAPE PLAN NORTH t =20 -o �I r d �u/ �. W. T S:\02\02076\LI-076.dwg I Drafter Nome: M. CORDICE I Plot Dote: NOV 20 2002 10:36:37 1 Lost Modified Dote: NOV 20 2002 10:25:45 1 Submittal: PERMIT SET 1 =EXr-'4orrCDTT�N�nl4D� 1r5�C�. 50" COTTON-1-,./00P Fy6c. 4&" Co-rToH\./Oob ---} = EXG.90�GOTi'ctt-}WcsOD I p t_ A [,A T L.1 G `E S_I= G E.t-tD UP,NT, t�OT"A NtGA1_ F lr4/rlE GO✓N^ON ILIA/�� • -_._ -7 AG F-12- x F2E� /-t4," It NAuT(J/AN E5LA7' AUTU/&KA Et)LA•-7-E. 2-ED /&APL-M Ya CAL. TtZIAI-IGrUl-A2 SPA�c-11-1� @?',O,G. A.�-,GT05TAf1PgL0S UVA-U(LSl (GINNIV-INF-IIGi� _- 3 C f`U6t4g7kLJS A LATAk P\V .eF P.,7ViLf-1tt,LCx 6UStt 1 Sir 03 �3-f N F'NoP_IGl� �l'ay aL>~' 11� CoNIMDN ShIoVJf�� f'12'� 2 C-�. MtJ" '72 /AA4-tG 141A AQ,UI FO L.1U O asr-,,Ot-1 G-c2A1'l� 1�'n --- 55 F'1 Et? is to PO NI Gh. JP�P�I�►1=�� P11✓�ls 18" • ---- 1� `f' 11-x U � cc� !-�'"t" r5 ETA �+-L ©f�.�-- 'P' 1 t�-� � � I t`_/7ASFAL.A QP-E :1,-A AE'_f30'`�l LTA I_ 1�E1-L d �I� CAS-. TI LI A GC�V-TDAL-ITTLE LEAF 1_IN O Glo. \-/AGGI"1U/ti OVd&.TU//\U�t�C-�2� t 4�VGl<.Lt✓.1�> .F�.9�� &e "QUANTITIES SHOWN ARE FOR REFERENCE. AUBURN CITY CODE REQUIRED SPACING SUPERCEDES REFERENCED QUANTITY" UIILIIY CUNILIUI NVIt. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, II' POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SHEET INDEX L1 - LANDSCAPE PLAN- DETAILS & NOTES L2 - IRRIGATION PLAN- DETAILS & NOTES Plontin, twice s boll NOTES 1. Subgrodes, including berms, to within 1/10th foot provided by General Contractor unless otherwise noted. 2. Subgrade shall be scorified or rototilled if conditions require. 3. 4" depth 3-woy topsoil or equal in all planting areas. 4. 2" depth fine grade bark mulch in all planting beds. 5. All plant material shall be healthy, full and conform to USA standard nursery stock, latest edition. 6. Plant material or size or kind not available may be substituted only with written approval of Landscape Architect, Owner, and Panning deportment. 7. All mass plantings shag hove triangular spacing, 8. All tree pits shall be inspected to insure proper drainage. 9. Positive drainage shag be maintoined. Mound planting areas minimum 12". 10. Shrubs and trees minimum 2.2" from curb for car overhang unless wheelstops noted. 11. 8" wide bark mowing strip where lawn is adjacent to building. 12. Landscape Contractor shaft maintain site until final inspection and acceptance by Owner. Lo LAWN / PLANTING BED DETAIL No Scale SHRUB PLANTING DETAIL No Scale TREE PLANTING DETAIL No Scale RECORD DRAW CERTIf1CATION THESE DRAWMS CONFORM TO THE L'0lAllll�t ''� C1w? tSlBiklCTION RECORDS. Y-�.ros By. FITLE/Posrnow CONFIRMED BY CITY: DATE: psoil d rune diseased and broken branches r W,pter basin with 2 mulch 1` Compacted topsoil water thoroughly, fertilize as req d Planting hole min. - I twice size of root boll Prune diseased and broken branches 16 gauge steel wire through clear vinyl hose below first crotch 20, wooden stakes securely driven into ground. Stoin brown. Water basin with 2" mulch Ungiozed planting pit surTace 1/2 topsoil, 112 native soil, water thoroughly, fertilize PROJECT REF: THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MUMUM LANDSCAPING REQUIREMENTS. e—A Ad Approved BY Dote Approved: aZ• M,43 n Q U to � 00 0 L� Z Q 5 no to W Z luul (� Z W d U ® F J N 9 Z luti O U W co 0 V) F-- W _J Q gIh -A 31741 �ON w Z F- tn F- C3) x 71 uAIL 11/20/02 DRAWN AEP CHECKED DED JOB NO. 02076 SHEET NO. L 1 03 D 17.1.s I, ee ti -f. I X I 210.52' S89'49'28"E NEW iRRIGrATIDN DEDUCT MErER- ' J. t : - EXG WATER METER. CONTRACTOR a TO VERIFY LOCATION. w " " " IRRIGATION PLAN NORTH1 '=20'-0' i Ilrnf trr None, H. CUPDICE I Plot Date, NiIV 20 2002 10!3662 1 Lost iTodified Dote, NOV 20 2002 10C3155 1 Subnittol: PERMIT SET -�iDll GOiT'ONW©op ZONE:I A I t! I G I P Iy- I E (-t-or,,L I_l=GI-IJcp G.P.M. 20 iq 11 20 iq 20 A8i2- - d P-A1N-271RD I5P — - -- 3 kR5 i2 Q — ti _-. II -- 15 VA" - -- — -- -4 - 2 - a 4_8 L2 0 - n - II -- - 4 o N — li 24 17 24 ii 22 87 LS i'L - - O - -- 0 II - It .. t00 PGA - itl i t L t 1 i .11 n•-SSP-CSLY + - _.. .--- �_ _ __._. A. LE=_E�4E US>✓ 1 t:)00M -E GI-IEGt- \/ALvIF _US!✓ S., QUIC.L' GOUPL 11LEn VAV1~ Fop- h11NTP_rL e3LO OUT- lJ tr G L-. A. d-L>S d 0 P v P I f'r__ A�}0tE ALVE PRESSURE REDUCING SHUT OF VALVE IF REQUIRED RO FfTER IRRIGATION NOTES: 1. ELECTRICAL CONTRACTOR TO PROVIDE INSTALLATION OF 120V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER INCLUDING WIRE HOOK-UP INTO MOUNTED UNIT, CONFIRM LOCATION OF CONTROLLER WITH LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 2. POINT OF CONNECTION TO TiE INTO 1-1/2- SERVICE LINE. REFER TO CIVIL DRAWINGS. 3. IRRIGATION CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK. ALL WORK TO BE INSTALLED PER LOCAL CODE REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. 4. IRRIGATION CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALKS, CURBS, AND PAVED SURFACES DURING INSTALLATION OF IRRIGATION WORK. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK AND PROTECT SAID UTILITIES. 5. HEAD AND PIPE POSITIONING IS DIAGRAMMATIC. ADJUST IN FIELD AS NECESSARY TO PROVIDE ADEQUATE COVERAGE. ASPHALT OVERPOUR TO BE REMOVED AS REQUIRED TO PLACE IRRIGATION HEADS IN PLANTER ISLANDS AND ADJACENT TO PARKING AREAS. 6. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR WINTERIZING THE SYSTEM AND ACTIVATING THE SYSTEM (ONCE EACH) PER THE SPECIFICATIONS AS PART OF THIS WORK. 7. REFER TO SPECIFICATIONS, LANDSCAPE PLANS, ARCHITECTURAL PLANS AND CIViL ENGINEERING PLANS FOR ADDITIONAL NOTES AND INFORMATION. CITY APPROVED VAULT w/ LID V1ALVEL ASSEMBLY QUICK COUPLING VALVE FOR WINTER BLOWOUT �NS� LL(U� $g NN MASTER VALVE r TEST COCKSG(TYP.) r IF REQUIRED U = U N .�.� 'WAe qrb . b r .� �O os ��oat� l�s o c� 1� npoe EARN RJi Rp bEPTH POINT OF CONNECTION NOT TO SCALE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT. BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. 10 RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. - th grade/ Top of mulch -Up sprayy sprinkler plastic MPR nozzle -inch mole NPTx .490 Inch > Elbow Nipple or Funny Pipe Schedule 40 Tee or Ell -Inch mole NPT x .490 Inch Elbow F V\1 Lateral Pipe POP-UP SPRAY SPRINKLER No Scale RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE ONTRACTOR'S CONSTRUCTION RECORDS. BY:Cj ` " f"43 TITLE/POSiTiON: CONFIRMED BY CITY: DATE: Paving I� II1� Select bac T4i, remgve rocks, debris and sharp objects t co PVC Class 200 sieevin_a twice size ol_ pipe �aterol Or ainline SLEEViNG DETAIL No Scale Finished grade ___ Select backfill,-L-�-�_ { remove rocks,ITE- debris and sharp objects '- ppVC Class 200 Loterol m R CD pvr rI„ce inn • - Mainline Valve Wires TRENCHING DETAIL NO Scale PROJECT REF: THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIREMENTS. Approved By: Date Approved: 1 !3 Q i�d U a oa (] i� Z ; co N Ln td cn (j (j Z PQ (9 z Z �. W a Lo F Tos I � no W Z 3 =N Q Z V m �Y Q W w [Y z Co I-- 0) d- r- o N k w DATE 11/20102 DRAWN AEP CHECKED DED JUB ND. 02076 SHEET NO L2 o3DgxS