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HomeMy WebLinkAbout03D1729. w q a I I t I t t EXISTING DRAINAGE DITCH 40' COMMERCIAL DRIVEWAY ACCESS 1 S " 260LLARD T PER DL 5 C8 E I I WE iPOND MAIN1E NANCE v -X - ACCESS GATE I - i T. WETPOND/DETENTION POND WETLAND (3 ITC SIG S PRDTL4C1 -- x---- x--- x x - x -- �m� I-PID ©0®m©10 FUT URE PROPOSED - BUILDING I 4' HIGH FENCE-/ - WETPOND MAINIEIJAN ACCESS GATE VACANT LOT PARCEL #1321049095 QP�005 eP��o Q� NE 1/4, NE 1/4, SECTION 13, TOWNSHIP 21 N, RANGE 4 Ej W.M. I CURRENTLY PLANS SHOW A TEMP. PAVED ROAD FOR I t ACCESS TO THE NEW MOHAWK PLASTICS WARE HOUSE I t ON LOT 1. I I MOHAWK PLASTIC MAY AT THE APPROVAL OF THE CITY 2 I OF AUBURN DESIGN AND CONSTRUCT A FULL STREET I WITHIN THE "A' STREET N.W. R-O-W. PLEASE CONTACT I I t THE OWNERS REPRESENTATIVE PRIOR TO STARTING ANY EXG PUGET SOUND POWER t WORK WITHIN THE RIGHT -OF WAY FOR CURRENT 15 WATER ESMT t AND LIGHT ELECTRICAL SSW I �I t UTILITY EASEMENT REC#3637403 EXTRUDED CURB EXG ESMT WALL -MOUNTED MAGNUFORM PROJECT STATUS. I PER DTL 2/C7 EXTRUDED CURB EXTEND 6' HIGH II t METAL HALIDE LIGHT MODEL 25.4' EXISTI 0' PRIVAT PER DTL 2/C7 SECURITY FENCE EXG WATER I I i #RCSA400N3T8-1 OR EASEMENT REC/2791570 MATCH EXISTING I END OF ESMT I I I EQUIVALENT (TYP. 2 PLACES) "* 15' SEWER ESMT EXTRUDED CURB EXG FENCE ON A 25' POLE PER DTL 2/C7 I I I t ::::: .:• _ ,• , ~-1-x-T"„k - x -- 25me EXG FENCE ` 0 I NG� � I : µ;. STREET i. t .X .. q f s t , � a MPS hY p' (i 6 •F, I U TER W „ D / •.E � :P P, u' h :` •'. 6' HIGH SCREENING ;� 3 trax1 ?I,,. t FENCE NEW 3" ASPHALT r` PAVING PER DTL 2/C7 ' �, �' s =����'� `� DTL 9/CS ..,. •.•.. . sx T WALL -MOUNTED MAGNUFORM ':. :• (TYP) ''' j EXTRUDED CURB METAL HALIDE LIGHT MODEL ; ' :�''' :: •�•:: •�•: i -1 R 1 7 C7 (' A4 F 3P8 0 .: Q L R,S 00 R ;•i ,PER ,<• % t� � '�'�''�'�' '''I��!:�i�I!;!�'i;!'i• EXG SSW EQUIVALENT (TYP. 4 PLACES) PERIMETER JOINTS ESMT 1 PER DTL 1/C8 WALL -MOUNTED MAGNUFORM' : �' ' .', PERIMETER JOINT METAL HALIDE LIGHT MODEL PER DTL 3/C8 ! - �t 1 R RCSA400H3T8 0 ':�'�'i'�'i:'�i • .,• � r"'.,'�' EXTRUDED CURB 1 u} EQUIVALENT (TYP, 2 PLACES) NEW BUILDING �^ fF� ;I; f PER DTL 2/CI L, PARCEL #1321049057 r� 'F I ROMN` f'" CONSTRUCTIONre JOINTS # f�a ,� PER DTL 2/C8 (TYP) J 14 1B r WALL -MOUNTED MAGNUFORM - -t94 10' NEW 2' ASPHALT RETAINING WALL PER _ PAVING PER DTL 7/C7 METAL HALIDELIGHT MODEL DTL 7/C8 ) �L�` (TYP) #RCSA400H3T8-1 OR 2 BOLLARDS k EQUIVALENT (TYP. 3 PLACES) PER DTL 5/C8 24' COMMERCIAL DRIVEWAY ACCESS 4 PORTION OF 15' WATER LINE- .,4 rake" EASEMENT REC19,12180965 j I BOLLARD PERIMETER JOINTS EXTRUDED CURB PER GTL 5/CS12.24' 7 (PER DTL 2/C7 24' WIDE EII" PER DTL 1/C8 _ 5' i ,fix 15.8 1.9 A' .. ACCESS GALE 1 r, 2.24 - ( - EXG FENCE i "=UELOCKPT r 5' t t:!• ��:; s`; ft H,. ,;x,.• a � 15' WATER ESMT { C •'Y'1 f�.. �, 7 bib - :p 0 0 x NEW RAILROAD TUR OUT AND SPUR. SEE DWG C INSTALLATION D1LS. FOR WAREHOUSE ,. y ' ` : u�> � WAREHOUSE PARCEL #1321049093 RET WALL PERIMETER JOINT PERIMETER JOINT PER DTL 7/C8 PER DTL 1/C8 PER DTL 3/C8 WAREHOUSE PARCEL #1321049094 N I 1 I 1 1 1 EXISTING I I PAVING 1 1 - 1 1 / I I 1 1 1 1 EXISTING _ BUILDING 1 I 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 I ROM THE APPROVED PLAID WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2• ALL WORKMANSHIP AND MATERIALS SHALL CONFORM 10 THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LAIEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY 111E 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-CONSIRUC11ON MEE1111C 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 THAI OVERHEAD UTILITY LINES MAY NOT BE SHOWN) Oil THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUIID 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). RAIL CAR (TYP) CONSTRUCTION JOINT - PER DTL 2/C8 (TYP) SITE PLAN NORTH 1=50 5. PRIOR TO THE START OF CONSTRUCTION) A PROPOSED ROUTE AND SCHEDULE FOR HAT, _ING MATERIAL 10 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 10 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, LLY <71 �,-4- / &X *U S:\02\02027\CIVIL DWGS\C1 027.dwg I Drafter (lame: 0. MAJOR I Plot Date: JAN 16 2003 09:30:03 1 Last Mod;fied Date: NOV 22 2002 13:06:04 1 Submittal: REVISION 2 EXI TING BUI DING EXISTING PAVING CONSTRUCTION SEQUENCE 1. RE-ESTABLISH "CLEARING AND GRADING LIMITS" FOR THE SITE, 2. INSPECT THE TESC POND, SETTLING BASIN, TEMPORARY SWALES, AND ROCK CHECK DAMS AS SHOWN ON THE DRAWINGS THAT WERE INSTALLED UNDER PERMIT GRA02-0013. TEMPORARY SWALES SHALL BE ADDED AS NECESSARY TO ENSURE THAT ALL SITE F1I10FF. REACHES THE TESC PONDS. 3. INSPECT THE GRAVEL CONSTRUCTION ENTRANCE_ AND FILTER FABRIC FENCE TO ASSURE THEY HAVE BEEN CONSTRUCTED AS REQUIRED BY THE CITY OF AUBURN. 4. DEMOLISH ALL PAVING, WATER LINES, AND SEWER LINES, AS NOTED ON PLANS 5. BEGIN CLEANING AND FINAL CONSTRUCTION REQUIREMENTS OF THE DETENTION/WETPOND INITIALLY CONSTRUCTED AS THE TESC POND. 6. BEGIN FINAL SITE AND BUILDING PAD FINE GRADING OPERATIONS, PER THE GEOTECHNICAL REPORT. THE CONTRACTOR SHALL ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO THE ADJACENT PROPERTIES. 7. AS CONSTRUCTION PROGRESSES, REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". 8. BEGIN INSTALLATION OF STORM, WATER, SEWER, AND UTILITIES. 9. BEGIN ASPHALT, CURB, AND LANDSCAPE INSTALLATION. 10, REMOVE TESC MEASURES & STABILIZE ANY EXPOSED SOILS. BASIS OF BEARINGS: CITY OF AUBURN SHORT PLAT NUMBER SP-16-79R, RECORDED UNDER KING COUNTY RECORDING NUMBER 8207130444, IN KING COUNTY, WASHINGTON. VERTICAL DATUM: VERTICAL DATUM - CITY OF AUBURN NAVD 1988 BM - 1, ELEVATION 70.97, BOX SCRIBED ON NE CORNER OF CONC PAD UNDER FIRE HYDRANT LOCATED ON THE WEST SIDE OF "A" ST NE IN FRONT OF ADDRESS 701. BM - 2, ELEVATION 70.98, BOX SCRIBED ON TOP NE CORNER OF ELEC VAULT LOCATED AT THE NW CORNER OF LOT 2. T T I CASE LOCA TED ED A 4 T F M O I J N C BM 3, ELEVATION 70.6 OP 0 4 1 T21N R E R EC 3 1 NE CO S THE NE COR NER OF LOT) ( LEGAL DESCRIPTIONS: LOT 1 CITY OF AUBURN SHORT PLAT NUMBER SP-16-79R, RECORDED UNDER KING COUNTY RECORDING NUMBER 8207130444, IN KING COUNTY, WASHINGTON. CODE NOTES ZONING M I LOT SIZE 164,908 SF OCCUPANCY S1 TYPE OF CONSTRUCTION 5N/SPRINKLERED BUILDING SIZE 79,450 SF SETBACKS NORTH = 60 FEET SOUTH = 64 FEET EAST = 72 FEET WEST = 86 FEET (TO R/W CENTERLINE) PARKING REQUIRED OFFICE (FUTURE) = 5,000 SF/300 = 16.7 MANUFACTURING (FUTURE) = 34,450 SF/1,000 = 34.5 WAREHOUSE = 40,000 SF/2 500 = 16.0 TOTAL = 67.2 PARKING PROVIDED STANDARD 72 SPACES HANDICAP 3 SPACES TOTAL 75 SPACES !,LLOWED SIZE OF BUILDING UNLIMITED PER UBC 505.2 WITH AUTOMATIC SPRINKLER SYSTEM AND 60 FOOT YARDS ON ALL SIDES UOUCHNICAL ENGINEER GEOTECH CONSULTANTS, INC. D. ROBERT WARD, PE 13256 NE 20TH ST, SUITE 16 BELLEVUE, WA 98005 (206) 747-5618 GEOTECHNICAL REPORT REPORT JN 94281 DATED SEPTEMBER 2ND, 1()94 BY GEOTECH CONSULTANTS, INC. REPORT SHALL BE KEPT AT THE JOBSITE AT ALL TIMES AND SHALL BE CONSIDERED A PART OF THESE DRAWINGS. FOLLOW ALL EARTHWORK RECOMMENDATIONS PROVIDED BY THE REPORT &NDUOLIV NAME PARCEL NO'S: 1321049057 1321049095 OWNER MOHAWK NORTHERN PLASTICS BILL GATES 701 A ST NE AUBURN, WA 98002 (253) 939-8206 ENGIN EER RUPERT ENGINEERING, INC DAVE DORMIER, PE 1519 WEST VALLEY HWY N. #101 AUBURN, WA 98001 (253) 833-7776 SURVEYOR: HOLMVIG, DEW>ITT & ASSOCIATES, INC. CONTACT: MIKE DEWITT ADDRESS: 1036 COLE ST ENUMCLAW, WA 98022 PHONE: (360) 825-6963 SITE ADDRESS 102 8TH ST. NE., AUBURN, WA 98002 SHEET INDEX C1 - COVER SHEET C2 - TESC PLAN C3 - GRADING & DRAINAGE PLAN C4 - UTILITY PLAN C5 - RAILROAD PLAN & DETAILS C6 - RAILROAD PLAN - SWITCH DERAIL C7 - DETAILS & SECTIONS C8 - DETAILS & SECTIONS L1 - LANDSCAPE PLAN L2 - IRRIGATION PLAN AT - FLOOR PLAN A2 - BUILDING ELEVATIONS A3 - WALL SECTIONS A4 - CONNECTION DETAILS A5 - CENERAL NOTES A6 - GENERAL NOTES A7 - ACCESSIBILITY NOTES S1 FOUNDATION PLAN S2 - ROOF FRAMING PLAN S3 PRECAST( PANEL ELEVATIONS S,4' - PRECAST PANEL ELEVATIONS S5 - PRECAST PANEL ELEVATIONS S6 - PRECAST PANEL ELEVATIONS S7 - PRECAST PANEL ELEVATIONS S8 FOUNDATION DETAILS S9 - SILO FOUNDATION & DETAILS S10 - STRUCTURAL DETAILS S11 - STRUCTURAL DETAILS S12 - STRUCTURAL NOTES S13 - STRUCTURAL NOTES 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 10 PROCEEDING WITH CONSTRUCTION. , VIC INITY TY MA P NOR TH ` 1 _ u i a LEG END;, Q. DESCRIPTION NEW EXISTING EX. 12" STORI,I STOi�l,1 SEWER D EX. 8" SEWER SANITARY SEWER S WATER W EX. 2" WATER POWER (OHP/UGP) - OHP/UGP - - OHP/UGP - AC PAVING CONCRETE PAVING LANDSCAPING SPOT ELEVAIIOIIS xx.x x xx,xx CONTOURS 50 - 50 STORM MANHOLE 0 0 STORM CATCHBASCI ■ ❑ SANITARY SEWER MANHOLE 0 0 WATER VALVE ►. FIRE HYDRANT TELEPHONE MANHOLE TD POWER VAULT 0 STREET LIGHT }- WALL MOUNTED LIGHT +� UTILITY POLE -0 FOUND CASE MON GAS METER GUY WIRE t�NCHOR TELEPHONE JUNCTIOII BOX �8( ROOF DRAIN 0 POWER POLE W/TRAIISFORMER G UNDERGROUND POWER SIGNAL POLE ABBREVIATIONS BLC - BUILDING CORNER MIT - MANHOLE C - COMPACT MJ - MECHANICAL JOINT CB - CATCH BASIN OH - OVERHEAD CL - CLASS PL - PROPERTY LINE CO - CLEAN OUT R - RADIUS D - STORM DRAIN RW - RIGHT-OF-WAY DDCV - DOUBLE DETECTOR CHECK VALVE SS - SANITARY SEWER DI - DUCTILE IRON SO F1 - SQUARE FEET DS - DOWNSPOUT S/W - SIDEWALK D/W - DRIVEWAY TC - TOP OF CURB EL - ELEVATION TP - TEST PIT ESMT - EASEMENT UNO - UNLESS NOTED OTHERWISE EXG - EXISTING FD - FOUNDATION DRAIN S - SOUTH FDC - FIRE DEPT . COIJIJECT I OII W - WEST FF - FINISH FLOOR E - EAST FH - FIRE HYDRANT N - HORT I I FL - FLANGE JOINT NW - NORTHWEST HC - HANDICAP SW - SOUTHWEST IWEST IE - INVERT ELEVATION NE - NORTHEAST LF - LINEAR FEET SE - SOUTHEAST LS - LANDSCAPING RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DAl E' TITLE/POSITION: :»4: CONFIRMED BY CITY: DAZE: PROJECT REF: FACO2-0022 THESE PLAIDS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CP 11 16/03 Approved By. Date Approved: l -17.03 5u D o U D 00 0 d Q 00 n� > co U I 13 =] V) CD Vu to LdLd vY Z o 7 T L_ 3 C9 z Z T 0 O I Q - rn q F-- r7 - J O o a0 V) C N U F- Z V ! � m Q --� W Q- C/) O <C W z = r)_ I- (D Q U) w 00 r~-- N m O 0 r W F_ Ifti LLJ t-- LL, w N N 0 0 0 I- � z z w w 0 0 U U ww Z o ,�J o - cr a- a' LL I w a. a- 2: z 0 0 v_i cn Ld w a. tz DATE 8/5/02 DRAWN OM/MC CHECKED DED JOB NO. 02027 SHEET NO. c 7 ;L I } :.. 4 EXISTING 10' PRIVATE EASEMENT AF 2791570 6\x4� RT\ RAP \ \ \ E�R'&EIi�CY \ \ \ MN� OVERhOW \ \ \ TE\SC\PO1J \ \ \\ \ EkG \ ,`Ll' FEl C \ \ AROLlt\ ING\30tF \ \ \ \ \ vv� SQL \ 29� \ \ \ \ E`QSNTT*G!,1WE�L \DS \ \ m\ \ -F \ INV=66.5 - \ \ 68.00 ..... ;Ili I: 16"CMP=65.63 TERMINATION-� / EXISIIN RAIL - nnnT n rvAt /0 TL#1221049027 — EXG SILT FENCE EXG SS ESMT PER COA DTL EROSION-02 I I I i r7CH EXG 8" WATER QUARRY SPALL I I I EXISTING CONDO'S I I DOWN ®1.00' OC I I EXISTING ASPHALT PARKING LOT 1 z64&08 ram-=--F--= — � �P- - - -------- - -------- _ — -------6t1P-------- GRADING AND TESC PLAN tioaTia 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 I DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, i 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: -I-EXG 10" SS 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SSMH 608-07 SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE R=71.40 APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO I=64.98 MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING I NE CORNER CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND S13-T21 N-R4EWM I CASED MON ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF FND 3 V-24-2009 THE PERMITTEE. w 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER 00 7�J CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE Aik CONSTRUCTION IS COMPLETED, AFTER CITY APPROVAL, THE CONTRACTOR 8THN WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. - 12"CQNC= 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 9 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. 8 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 EXG C(11 ISTRUCTION ENTRA E PER COA STD EROSIO -01 6 7. BMP INSPECTION MAINTENANCE THE FOLLOWING DAILY STORMWATER-RELATED INSPECTION ARE TO BE PERFORMED DURING THE PROJECT TO: - VERIFY THAT ROADWAYS ARE CLEAR OF SEDIMENT AND DEBRIS - REVIEW STABILIZATION ACTIVITIES THAT HAVE STARTED OR STOPPED - VERIFY THAT TRUCK ENTRANCE AND EXIT STATIONS ARE BEING MAINTAINED - VERIFY THAT THE SITE IS FREE OF UNCONTROLLED DUST - VERIFY THAT PETROLEUM PRODUCTS/CHEMICALS ARE STORED IN COVERED, WIND -PROTECTED AREAS WITHIN A BERM - VERIFY THAT LIDS HAVE BEEN PLACED ON PETROLEUM PRODUCT/CHEMICAL STORAGE CONTAINERS - INSPECT CATCH BASINS IN ACTIVE CONSTRUCTION AREAS TO VERIFY FILTER FABRIC IS PROPERLY FUNCTIONING INSPECT SOIL STOCKPILES TO VERIFY PILES HAVE BEEN COVERED OR STABILIZED - INSPECT ALL BMPS, DITCHES, OR PONDS, REPAIR OR CLEAN IMMEDIATELY ANY BMP WHICH IS NOT FUNCTIONING PROPERLY EARTH WORK QUANTITIES & NOTES CUT 3,815 CY FILL 2,232 CY EXPORT OF UNSUITABLE SOIL: 1,583 CY THESE QUANTITIES ARE ESTIMATES ONLY AND SHOULD NOT BE USED FOR BIDDING PURPOSES. IMPORTED FILL MATERIAL MUST ORIGINATE FROM A SOURCE APPROVED BY THE CITY OF AUBURN BUILDING OFFICIAL, r\//1AAr-r1 KLQUIKLMLN I �) r uK LwvZlItu SOIL STABILIZATION i 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: 14YDROSEEDING & MULCHING A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGI.IST 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 FESQUE 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. DUST CONTROL NOTES:- 1 . CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES 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 TRAFFIC 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. NOTES: MUCH OF THE EROSION CONTROL, ROUGH GRADING AND STORM POND WORK WAS ACCOMPLISHED UNDER GRADING PERMIT GRA02-0013 ❑ D�0L IU `AZT WAe. NAME DATE � 3 169� RSA ,�y�� "NAL LAB r9r3o1 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 ® 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 SMALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY; ,� �� --- DATE: TITLE/POSITION: A 2ts ' Sx,1 d � >s r CONFIRMED BY CITY: DATE: z -Q z Q J Q M w J W F— I.� I� W Z U) N N 4 W W M � 0 0 Nco Z c O ° m a > N O O 4, v V V W W 50cl- 0 W E Q' ck:� 2 - 17 - 07 PROJECT REF: FACO2-0022 DATE 8/5/02 THESE PLANS ARE "APPROVED" FOR DRAWN AED CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CHECKED DD CP 1f 14403 Approved By: Kj.,tn.w� 5.A JOB 110. 02027 Date Approved: 1-13 - 0 3 SHEET NO. C2 i S:\02\02027\CIVIL DWGS\C2--027.dwq I Drafter Nome: 0. MlJOR I Pict Dote: NOV 22 2002 11:49:32 1 Last Modified Dote: NOV 21 2002 15:52:26 1 Submittal: REVISION 2 03 0 17;Ll w 1 INS T LL N W 15"0 CMP CULVERT I S =65.25 1 IE(N)=65.20 1 67.23 i 1 69.10 68.19 ----- XISTING - �JP_ _ _ _ �/OZ � C$ 101 71.49 I _....._ , . 7-7c5,28 66.10 l�Gt? __ �:3� CB 102 70 C8 #400 i 1.66 _ — _ ` _ •-- .-.. CONTROL STRUCTURE SEE DTL 8/C7 , -� F � �n i o i -r 12" TRASH RACK IE-66..08 00404 PER DTL 5/C7 EMERGENCY OVERFLOW SPILLWAY PER SECTIONS A AND B SHEET C7 CONSTRUCT WETPOND/ —\ DEIENTK)N POND PER SECTIONS C AND D SHEET C7 18" TRASH RACK --� IE=6+% 6.?.2 f - A\0 VaM 1 Q�oP.00 IE(N)=65.28 15"CMP=65.63 UNKNOWN TERMI CEI IE(15"CMP)(N)=65.44'' IE(12"CMP)(E)=66.19 IE(12"CONC)(S)=65.49 EXG 15" CMP CATCH BASIN SCHEDULE CB C8 TYPE RIM ELEV IEIDETAIL REMARKS 400 TYPE II - 48 66-88 `3.$ C7 SOLID LID 401 TYPE II - 48" •60*61 0.-+4AqSOLID LID 100 TYPE 11 - 48" 9b• 15 �6."+49'5.09 (6 O ATE 15 101 TYPE 1 4+-* V.9 4r606 65• ( 65. 8CS GATE 102 1YPE I l/96w / GRATE(S) 103 TYPE I �'9 'n1, p 66 99 a lJ�✓ 7.4 GATEiS 104 TYPE I P "+6'9`. f•9fSw , yGRA $- 105 TYPE t �i-1fr 7/, 68 9 GE9Yf �l GATE 106 TYPE 1 ./ E 6 •?7GRAT E) 107 TYPE 1 4ff 71J. 61 ". C6 RAT W 108 TYPE I 38:-7e- / 6£I-49 6'8.3 tip/ 6✓ ( f GRATE 109 TYPE I 7}3� '11. 2Z 6S i5 ?' E WATE 215 TYPE II - 54" *:40- '71. f fi•W 1/C6 GRATE GRADING & DRAINAGE PLAN PIPE SCHEDULE CB TO CB PIPE LENGTH PIPE SIZE PIPE TYPE SLOPE REMARKS DITCH TO 400 20 LF 12" PVC SDR 21 TAP. 35V V #400 TO WETPOND 10 LF 12" PVC SDR 21 0.00% WETPOND TO #401 -29•LF Z& 18 PVC SDR 35 0.21% #401 TO #100 +Wtf / 0 18 PVC SDR 35 0,30% #100 TO 1�101 #101 TO J102 #102 TO #103 #103 TO 104 #104 TO #105 146 LF 130 LF /i +58 LF /5 i 194 LF v �86 LF /83 18 18 15 15 12" PVC SDR 35 PVC SDR 21 PVC SDR 21 PVC SDR 21 PVC SDR 21 1� 63'�9S 40M 0• 44 -+W. i6 0 0.2 /0 y3 0 •35°l0 10.5"Z�' o N100 TO 1109 #109 TO #106 #106 TO #107 40 -Lf /00 30 LF // 4ftLF / 15" 12 12 PVC SDR 21 PVC SDR 21 PVC SDR 21 2•Z o /• 070/6 % 107 TO 1108 23A LF 2 $ 12" PVC SDR 21 -0/0 #109 TO #215 -WLF 20 1 T—I PVC SDR 21 /, y06?0 r S:\02\02027\CML DWGS\C3-027.dwq I Drafter Nome: 0. MAJOR I Plat Date: NOV 22 2002 11:48:52 1 Lost Modified Date: NOV 21 2002 15:52:34 1 Submittal: REVISION 2 NORTH 11 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. 1%c3MUO&V NAME S ATE�� ffmw DOM caomomm 1HESE OWNIm cow 10 ft CONTW-TOR'S C0NS1Rt1C110N RECORDS. BY: %1'� OY� DIATE: TITLE/POSITION: ^/g g r i -fg svrre ✓s/' CONFIRMED BY CITY: CIATIE: 71.13 69.34- n 7 n 0 PROJECT REF: FACO2-0022 THESE PLANS ARE, 'APPROVED' FOR CONFORMANCE WTH THE CITY OF AUSM ENOWEERINC DlVt"'S REOLIMMENTS Date Approvecf: 0 JR � 0 U tr 00 0 d Q J_ > 00 c0 V \ ca Luu1 V W 00 N Z 0 a' 2 , J Q z cr- F-- Q F-- C V) .....�LLJ 0LLJ Lil z Z C:) 00 r m O N O � W Q 'i CY_ 0 � 4 J cL z W 00 F W N U81r 8/5/02 DRAWN Ogmc CHECKED DED JOB NO. 02027 SHEET NO. C3 ©3 0 172 9 w FIRE SPRINKLER NOTE: SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: A. FIRE SPRINKLER LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. LINE SIZES SHOWN ARE ESTIMATES FOR LAYOUT PURPOSES. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. CROSSING SCHEDULE CROSSING UTILITY IE UTILITY IE GROUND ELEV. W1 12 WATER 62.79 8 SEWER 65.61 70.38 W3 8 WATER 64.59 15 STORM 66.80 71.45 W4 8 WATER 64.59 8 SEWER 66.98 71.66 W5 8 WATER 64.59 6 STORM 67.72 71.90 W6 4 WATER 64.46 6 STORM 67.59 71.87 W7 4 WATER 64.46 8 SEWER 67.03 71.83 W8 4 WATER 64.46 15 STORM 66.77 71.62 W9 12 WATER 67.03 4 WATER 64.46 71.70 W10 1.5 WATER 68.81 18 STORM 65.531 72.43 W 12 12 WATER 64.87 8 SEWER 68.36 73.35 W 13 12 WATER 64.87 18 STORM 63.31 73.00 W14 12 WATER 63.31 15 STORM 65.31 68.00 W15 12 WATER 63.80 12 STORM 66.29 69.65 $1 8 SEWER 65.66 12 STORM 67.65 70.50 S2 8 SEWER 65.74 8 STORM 68.12 70.75 S3 6 SEWER 66.58 6 ' STORM 68.20 72.43 S4 8 SEWER 66.68 6 STORM 67.35 71.06 S5 8 SEWER 67.46 8 STORM 66.58 71.36 S6 8 SEWER 68.09 18 STORM 65.88 71:97 S7 8 SEWER 69.32 18 STORM 63.24 72.43 S8 8 SEWER 69.65 15 STORM 65.33 72.66 UTILITY CROSSING NOTE: CROSSING WITH LESS THAN 12" OF CLEARANCE SHALL BE BEDDED IN SAND AT CROSSING WITH A ETHAFORM 220 SHEET PLACED BETWEEN THE LINES. PER DTL 2/C4. PIPE SECTION SHALL BE CENTERED OVER VERTICAL CROSSING L TOP UTILITY PIPE io `-ACK W/ SAND ..:. sir. PIPE CROWN ETHA FOAM 220 76 LOWER UTILITY 75 PIPE 74 CITY OF AUBURN 6" CLEARANCE 73 72 c4 NTS UTILITY CROSSING DETAIL 71 70 WATER LINE NOTE: 69 fib LOCATION OF PIV MOVED TO EXTERIOR WALL OF BUILDING 67 PER CONVERSATION WITH ASSISTANT FIRE MARSHAL JEFF STOTTLEMYRE. SINCE BUILDING HAS CONCRETE TILT -UP WALLS AND 66 A ROOF WITH ALL WOODEN MEMBERS GREATER THAN 65 25 FEET ABOVE BUILDING FLOOR, THEREBY MAKING IT 64 N014-COMBUSTIBLE. 63 62 61 60 59 58 57 56 TL#1221049020 ..5W1.1 :° �sqq .. _. LOT 4_E TL#1321049095 x x x \\ t (2) 12" GATE VALVE (FLxMJ) 12"x12"x12" (FLxFLxFL) TEE W/CONC BLOCKINGIPER COA STD DTLWATER-01 12" FLANGE COUPLING ADAPTER UTILITIES PLAN NORTH R-O-W riiWUJLU r V rLrN /i J r 11" UV1:J I RVI, I IVII V IIULR JLrP%Rr%l X. r,. 7. \7..' :.. i.l... ;..Z.. ..... ..... ; �, !� 1 .G). .... ��o ; ... ......... ... .... .... ... .: .R. dSTORkt .... .... ...... :::::::: BYIr ::::W-68.12 J • IE .. ......... ...... ......... -- .. :::.... ; .... R.... ......... ....... .. ........ ......... ........ .................... ,....... �:..... ....... ....... ::: ....... ::::::::: ...... :: :: . ::: ..... ::::.. ::::::::: ........ ::::::::: .. ::::::::: ." .... S 0STO ::. $"�WATE:R.. ... 64.5 ...... .. ......... :::::::.. M ..... ...... ....... ......... ... ..... ,„ 18 .STORj4. IEa f- � ... ...... ......... ....... ... . .... . ... .... ......:: ::::::::: ::::::::: ::::::: ::::: ::....... .. .... ' : " :: ' 1. :::::`..7� ......... ....... ; . ......... .....- ..... ' ::::... 4" WATER cU` ....... ::::::::: :::::: ..... :::::::' ::.:: :. "... .: i s OSTORhf ::::::;:: ::::::... :: ,... ::::::::: ::::::::: :::::;::: ::::::::: ::::: ::. :IE= 6;4:46: ::: :........ :::::: ::::::::: ...... ....... i. .. .. .rE=63.24... ......... :::: y ::. :: ......... .,. ..... ......... -6 79... lE-.2. :: ...... ... ....... ......... ....... . ....... . ..... ..... ........ ...... .. :: ... ...... ::::::::: ::::::::: ::::::::: .. ::::::::: °'i::::: ::::::: ::::::::: ::::::::: ::: ......... .:::::: :: ::: ::::::.::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::� ::::::::: ::::::::: ::::::: ::::: nul... ::::::::: ::::::::: ::::::::: ::::Q c ("nW. . . . . . . . .. . . . . �. . . . . . .. ....� .... ......... ... O GS o N SEWER PROFILE 1 = 40 HORIZ. 1" = 4' VERT. 0 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 DATE Z• /► OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS NAME 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. z BY; oftTITLE/POSITION: 21m casin r 0 CONFIRMED 1 Y CITY: DATE: F� 1 1 " FLANGE COUPLING ADAPTER " NIPPLE "x8"x8" TEE (FLxFLxFL) t 12"x8" REDUCER (2) 8" GATE VALVES(FLxMJ) PXG SSMH 608-07 M=71.40 (N)=65.24 (SE)-65.29 i 12" FLANGE COUPLING ADAPTER 12"0 2"0 2" TEE (FLxFLxFL) 2) 12" GATE VALVES (FLxMJ) t� -EXG 8" SEWER I XG 8" WATER MAIN -_W - -W 'jjW STREET N.E. =0 39. ".6-0 = 65 55 �_ 4.7# 6" STUB b VALVL tMJxt L) W/VALVE BOX (TYP 4 TIME0 FIRE HYDRANT RELOCATED FROM SOUTH SIDE OF NEW BLDG. PER COA STD DTL WATER-07 EXG 6" STUB ZYY-) U 12" SPECIAL CLASS 52 DI WATER LINE 2"x8" REDUCER I" GATE VALVE (CONNECTION POINT TO EXG WATER) THE WATER AND SANITY SEWER UTILI l PIPE LENGTH FOR EACH UTILITY SHALL BE CENTERED AT THE POINT OF THE CROSSING. EACH UTILITY PIPE SHALL BE ENCASED WITH A RED DYED CONTROLLED DENSITY FILL (CDF) FOR 20 FEET CENTERED AT THE POINT OF THE CROSSING. THE CDF SHALL BE AT A MINIMUM 12" ALL AROUND THE J UTILITY PIPING. (TYP 3 TIMES) / PROJECT REF: FACO2-0022 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AI JRN D40MRING DPAS1OF!'S REWRE NTS Cl 1/14/03 Approved er. ,A!� M �S c� Date Approves 1-)J -0 3 0 4 U cr � ao p d Z g Q °8 U l rn I I N .. . a 8 C? 1 W Q N w3 3 Z O N a, U L J D CD �.L.j w Z H W J 00 m (N O 0 V_ DRAWN 0M/MC CHIE00 DED JOB 140. 02027 SHEET NO. C 4 f S:\02\02027\CML DWGS\C4-027.dwg Drafter Name: 0. MAJOR I Plot Date: NOV 22 2002 14:28:01 1 Last Modified Date: NOV 22 2002 14:24:30 1 Subrnittat: REVISION 2 M N • q q A - 9 INSTALL STD ROAD CROSSING J66 PER BNSF STD DTL DWG 2259 CONSTRUCT RAC PER SECTION B/C5 OMIT �i 70 ASPHALT PIWIE 0T NO BIB COURSE 6+00 i r EX I I I 1 ESTIMATED TANGENT POINT NEW RAIL 112/ MIN. NO 1 \ RELAY. USE COMPR JOINT „ PER STANDARDS D= 15 00 1 R= 381.97' L= 182.11' o = 27.3266' I 1 \ EXG RAI I -12'30 I L=23.41' E)OSTING RAILROAD TRACK N 54' 48' 09" E ^ SPOT ELEVATIONS TAKEN AT CENTERLINE OF NORTH RAIL; WITH OF RAIL MEASURED AT 0.23% ,rx DISTANCE FROM INSIDE RAIL TO I D ���' INS RAIL 4- 8-1/2" (4.71' �D I I D I STA 0+00 OF EXG IFHx1S1RAIL l - 4+00 SPUR TRACK IS THE EXG I \MAKINE POINT OF SWITCH BNSf/1 OHAWK NORTHERN PLAS MAINLINE STA 500+27.3 1 \� I \ � 4 I w 1 I I 112 IF RE No. IRE RAIL MIN.(TYP) TOP OF SUB -BALLAST SHALL BE FLAT (TYP) 7 0 7' (L TRACK 2"x2" BLOCKOUT BALLAST (TYP) 6" TENSAR OX1200 GEOGRID OR APPROVED EQUAL PROOF ROLL SUBGRADE AND REPLACE ALL SOFTSPOTS WITH APPROVED FILL. COMPACT TOP 12" OF SUBGRADE TO 907. MAX DENSITY SECTION 0 2 TRACK A SECTION C5 NTS 4" ASPHALT PAVEMENT (L TRACK 2" CRUSHED SURFACE & 8" BASE COURSE 2'-4 1/4" 2'-4 1%4" ILI PER DETAIL 2/C5 (TYP) (TYP) SUB BALLAST 2"x2 BALLAST I BLOC KOUT 8'-1 "f VARIES. MAX.= 1.82' MIN.= 1.51' SUB BALLAST J Ln 6" .H L7o N 1 EXG 6" & 4" ELEC. UG. PVC CONDUCT -EXG 24"0 STORM DRAIN LINE R-O}W CROSSING STA. + 10.47 w N 9 8 8 N0. 9 NRNOUT a K p T OF S"ICN n 0 RAIL 0 � o� / R R /woo-i SWITCH STAND R BNSF STD DWG 153 TOP OF RAC. = 70.80 f 1 I I I � 1 t I 1 t I (L TRACK 4" ASPHALT PAVEMENT 2" CRUSHED SURFACE & 8" BASE COURSE PER DETAIL 2/C5 8"ON TANGENTS AND INSIDE CURV 12" OUTSIDE OF CURVE SHARPER THAN 8'(TYP ALL TRACKS) a 7' NOTE: 1. BALLAST & SUB -BALLAST PER BNSF INDUSTRIAL TRACK STANDARDS, OCT., 2001 112#RENo.1 RELAY RAIL MIN.(TYP) 11 8"ON TANGENTS AND INSIDE CURVE 12" OUTSIDE OF CURVE SHARPER THAN 8'(TYP ALL TRACKS) TENSAR BX1200 GEOGRID --PROOF ROLL SUBGRADE AND REPLACE ALL OR APPROVED EQUAL SOFTSPOTS WITH APPROVED FILL. COMPACT TOP 12" OF SUBGRADE TO 90% MAX DENS 7' 7' SECTION WZ SINGLE TRACK B SECTION NTS S:\02\02027\CP4 DWGS\C5-027.dwg Drafter Name: 0. MAJOR I Plot Date: JAN 16 2003 09:26:06 1 Lost Modified Date: JAN 16 2003 09:25:56 1 Submittal: REVISION 2 N INSTALL 8.5' INDUSTRY TRACK WALKWAY PER BNSF STD DETAIL 177 RAIL SITE PLAN FOSTEF BUMPIP EQUIVA __�_ R= 58.37 L= 222.10 tY � - � t-- � L= 7.50 B= S 85' S9' ti" E ~ • ©p 0 4.6875' EXG EXG EXG EXG 30" CMP d ' �...� D PT.TOR „_ j- Q I- 0 + _I NEW 112 MIN R EXG 90j RAIL L= 173.95 TOP OF AIL=11.0 < B= S 85' 57' 2" E LWW I&I I W TOP OF RAIL=71.03 (8) STD PLr AWK PLASTICS is 6"x6"> 0 (. 4- (FIELD VERIFY) RAIL CARS L - 66.6 CS BUILDIN E t W=10.67' 0 C N -C w w z NEW 1121 MIN RAIL S=0.3% = � I — TOP OF RAIL-71.55 0 Q cn EXG MOHAWK PLASTICS MANUFACTURING BLDG W M-r 00 __j m 0 o LEGEND NEW ASPHALT PAVIN NEW CONCRETE FND NEW TRACK WALKWA NEW RAIL ROAD TR K Li U JVV VRLLMJ1 � BUMPING POST U N.T.S. NAME 2fDATE �SQ3 A,,/'CAST IRON RING & COVER SIM TO PER COA STD DTL SEWER-0 3000 PSI CONCRETE COLLAR ASPHALT PAVING TOP OF TIE = 70 .4 70 BOTTOM = 69.81 FIBER JOINT PACKING — I" AIR VENT 68 W/END SCREEN (TYP) 1/4" PLATE — TYP BOTH SIDES EXG 30" CMP 64 62 2'-0" SQUARE N 25' CK�Q -� O O c as c_>j V \ 1 ^TP-r% 1. RAIL CONSTRUCTION SHALL BE INSTALLED PER THE BURLINGTON NORTHERN SANTA FE DESIGN GUIDELINES FOR INDUSTRIAL TRACK PROJECTS STANDARDS & SPECIFICATIONS, OCTOBER, 2001. 2. RAIL, TIES, TURNOUT, ANCHORS AND TIES PLATES, SHALL BE NO. 1 RELAY OR BETTER. ALL OTHER PARTS SHALL BE NEW. 112/ RAIL MIN REMOVE EXG 60 LF OF EXG 30" CMP PIPE AS SHOWN AND INSTALL 24" 2 2/3"x1/2" CORRIGATION, 0.108 GAGE, GALC. PIPE S__�,�GTYP BOTH SIDES 7 35' EXG 30" CMP E STORM RAILROAD CROSSING C5 1"=20' HOR 1 "= 2' VERT Q W C) Qf 41 x V) N 0 o G7 r W Z Z a 0 w w o cr_ z z m m w w a a Z Z ©o V)0 w- N UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, - RECORD DRAWING CERTIFICAT04 - PROJECT REF: FACO2-0022 ` - I .; - V,, . DATE 8/5/02 DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ONTHESE THESE DRAWINGS COWORM TO THE CONTRACTORS CONSTRUCTM RECORDS. PLANS ARE 'APPROVED" FOR DRAWN THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE CONFORMANCE WITH THE CITY OF AUBURN OM/MC HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 01-800-424-5555 � ENGINEERR+IG DIVISION'S REQUIREMENT'S CHECKED AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY; DATL �Q3 t DED OF NEW UTILITY CROSSINGS TO PHYSICALLY R�I' WHETHER Approved By. ���. .�,up OR NOT CONFLICTS EXIST. LOCATIONS OF SAIDUTILITIES AS TITLE/POSITION: Sv.� JOB NO.02027 SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE jr 2ciwt ✓Ly® 00SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, Date Approved: i "/ S "03 SHEET NO. THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH C 5 CONSTRUCTION. 03© 172,17 N 40 i I 1 1 I 1 1 I 1 I t 1 I 1 I I I 1 I I 1 1 I 1 1 t I I 1 i I I 1 I �- EXG BNSF I SIDE TRAC 2+00 EDGE OF EXG BLDG. EST. STA. 1 +69 0 PROPERTY LINE 1+00 ASSUMED STA. 0+00 FUTURE PROPOSED Mq_1,N G INSTALL DOUBLE SWITCH POINT DERAIL PER BNSF� STD DETAIL DRAWING 2400. MODIFY DETAIL FOR INSTALLATION ON 17 30' CURVE [AM 3+00 -D- 12' 31Y R= 458.37 L= 95.16 o = 11.8949' REMOVE EXG 30" CMP do INSTALL 'n N E%C5CMP PER NEW MOHAWK PLASTICS WAREHOUSE BLDG !� BUMPING POST PER NEW 1121 MW RAIL S=0.3X DTL 5/C5 (TYP 2 PLACES) TOP 4F RA&=71.95 L= 222.10 C5 a EXG B= S 85' 59' 11' E -y TOR 71.03 A n /- a g a ' 71,50 ID TOR 1.0 o------ 4_ 58 7 t L= 37. `n XG G XG EXG 30 p ' R- W G g T op�r 4 6875' TOR 70.99 TOR 71.21 ST 6+10.47 � 3 SM6 " tr " ESTIMA ENT POINT \ NEW 112# M N RAIL EXG 90 RAIL NEW 112 MIN. NO 1 . USE COMPROMISE JOINT / D= 1 ' I 1 RA1 TOP RAI 71.03 EXG RAIL NEW 112 RAIL STANDARDS � \ R= 381.97 � c>r \ L= 182.11' WALL 8.5'IIDUSTRY �F71.03 EXG L o = 27.3266' TRACK WALKWAY PER r W10-1 BNSF STD DETAIL ({ .41' EXISTS RAILROAD TRACK SWITCH S1 R �•. \ 54 48' SPOT ELEVATIONS TAKEN AT Mg STO TOP Of RAIL 70.80 �► �` DITH OF R MEASOF NORTH URED SAT � 2 0 g'$p A E FROM „ EXG MOHAWK PLASTICS MANUFACTURING BLDG INSIDE RAIL 4 1 I1 1 1 4+00 t I -STA O+Op OF EXG \ SPUR tS THE EXG MA1 11 OF SWITCH 1 I Mmm NORT1 tERN PLASTIC500+27.3 1 , t 1 RAILROAD PLAN -SWITCH DETAIL N. 1 "= 30' A PIPE SUPPORT 3"xO.090 GAUGE STREEL STRAPS BOLTED OR 12 0 EMBEDDED 2" IN WALL SPACED of NOTES: AT MAXIMUM, TYP i i 1) PIPE SIZES AND SLOPES PER PLAN ,! 2) ALL METAL PARTS SHALL BE GALVALUM, STAINLESS STEEL, 30"0 OR PVC 3) FRAME (LID OPENING) & LADDER/STEPS SHALL BE ROTATED SUCH THAT RISER IS VISIBLE FROM ROUND SOLID COVER �� TOP, LADDER/STEPS FUNCTION IS CLEAR FROM MARKED "DRAIN", RISER, FRAME IS CLEAR OF CURB LOCKABLE UNLESS �NIFr OTHERWISE APPROVED 4) IF METAL OUTLET PIPE CONNECTS TO CEMENT BY THE ENGINEER PLAN VIEW CONCRETE PIPE, IT SHALL HAVE SMOOTH OUTSIDE A DIAMETER EQUAL TO CONCRETE PIPE INSIDE N.T.S. DIAMETER OR 1/4" LESS, TYPICAL �7�26 5) PROVIDE AT LEAST ONE THREE-INCH x 0.0900 GUAGE RIM= FG OF PAVEMENT STAINLESS STEEL SUPPORT BRACKET WITH TURNBUCKLE SEE NOTE #3 ANCHORED TO CONCRETE WALL (MAXIMUM 2'-0' VERTICAL SPACING.) TURNBUCKLE SUPPORT 18" MI � f o INSTALL STD ROAD CROSSING - o +d► PER BNSF STD DTL DWG 2259 CONSTRUCT RAIL PER SECTION B/C5 OMIT ASPHALT PAVEMENT AND BASE COURT EXG + I TYP PIPE SUPPORT SEE NOTE 5 fr8-�#6: 6 3� 12" PVC 6" MIN OUTLET TO NEW WETPOND/ �•9� DETENTION POND 12"02"xl2" PVC TEE RUBBER GASKET JOINTS 12" RUBBER GASKET PLUG W/ ORIFICE-2-1/4"0 STM ALL 1 © HI© Yri. 11SE-68-69' 6" IN 25 YR_ WSE_68-65' in a wsr-se. Y 2 a o i 24" 24"0 RISER 0 124" 46.06' e TYPE 2, 54"0 SECTION A -A CATCH BASIN N. T. S. RELOCATED CONTROL STRUCTURE FOR EXG LOT 2 BLDG. DETENTION SY C6 / N.T.S. -L= 93.60' B= N 82' 07' 07" E +u �M�+N . $ 71.10 t3 PIPE 30" CMP 0 0.5% DISCHARGE 0 1/2-2 YR = 0.93 CFS WO/10YR = 1.39 CFS 25 YR = 1.64 CFS 100 YR = 1.91 CFS NT: DESIGN OF CONTROL STRUCTURE IS A MODIFICATION OF THE ORIGINAL CONTROL MANHOLE DESIGNED BY JOHN E. EWING AND ASSOCIATES, 1989 STE 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 L L- 173.95 B=S85'57'2"E (8) STD PLASTIC CARRIERS '� n RAIL CARS L = 66.6' < W = 10.67' W NEW 112/ MIN RAIL S=0.3X TCI' OF RAIL= 71.55 LEGEND NEW ASPHALT PAVING NEW CONCRETE FND ; NEW TRACK WALKWAY NEW RAIL ROAD TRACK EXG RAIL ROAD TRACK NOTES 1. RAIL CONSTRUCTION SHALL BE INSTALLED PER THE BURLINGTON NORTHERN SANTA FE DESIGN GUIDELINES FOR INDUSTRIAL TRACK PROJECTS STANDARDS & SPECIFICATIONS, OCTOBER, 2001. 2. RAIL, TIES, TURNOUT, ANCHORS AND TIES PLATES, SHALL BE NO. 1 RELAY OR BETTER. ALL OTHER PARTS SHALL BE NEW. x rI ,x P♦0lIN°t1110N rmjx%.T REF; - FACO2-0022 THESE DRAWINGS CONFORM TO IM THESE PLANS ARE "APPROVED" FOR CONTRACTOR'S CONSTRUCTION RECORDS, CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENT'S BY; ?''l ors: 0.3 Approved By. .�,..,,...,,. OF Date Approved: CONFIRMED BY CITY: ME: J�C3 M U 0 LT NAMEaj��ArE t:✓ Q CI% 00 d Q J CE U I Jr W M Ln N 8 W � V i Z C Ln ` N z ry V) W � 00, i Lj w s = W J 00 ►�- M N o a Z � Q ,'Q LLJ C C V) W J v�► w uj z a z m cn w w a. a: a d cc 111%rR 0weI7- t3•-a3 DATE 8/5/02 DRAWN MC CHECKED BEd JOB NO. 02027 SHEET 140. C 6 I -vYl, 5kte � �,I 14 S:\02\02027\CML DWGS\C6-02.7.dwg I Drafter Nome: 0. MAJOR I Plot Date: JAN 16 2003 09:27:54 1 Last Modified Date: NOV 22 2002 14:35:16 1 Submittal: REVISION 2 03 0 1 7 -1°1 PLACE TENSAR UX1400 GEOGRID OR APPROVED EQUAL, WHERE GENERAL ROCKERY NOTES: ADJACENT TO VEHICLE AREAS, 5.6' MIN. WIDTH ® 24" VERT., 1, ROCK SHALL BE SOUND AND HAVE A MINIMUM DENSITY OF PLACE ROCKERY AND FILL AT SAME TIME. 160 POUNDS PER CUBIC FOOT. ROCKS WEIGHING LESS THAN 100 POUNDS SHALL NOT BE USED. TOP OF WALL (T.O.W.) GRADING PER PLAN 2. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PER - PER PLAN T T EA H R H N TW PENDICULAR 0 HE WALL. C OCK S ALL BEAR 0 0 - FREE -DRAINING BACKFILL ROCKS IN THE TIER BELOW. (2" MAX. SIZE, 40% TO 60% GRAVEL 1 MAX. 5% FINES); MIN. 12" 3, HEIGHT BOTTOM SIZES TOP SIZES LO CHOKE COARSE OF 4" -6" 4' MAX. 3-MAN ROCK 2-MAN ROCK cn ADJACENT u_j6 TQOARRY ROCKERALLS (700-2000#) (200 -700#) M ,--STABLE CUT FACE IN 8' MAX. 3,4-MAN ROCK 2,3-MAN ROCK NATIVE/FILL MATERIAL (SEE NOTE 6) (1300#-4000#) (200#-1300#) MIN. 6" DIA. SLOTTED PIPE; MIN. 0.5% CONTINUOUS SLOPE 4. ROCKERIES 4' AND OVER IN HEIGHT REQUIRE ENGINEERING BOTTOM OF WALL ►+ TO OUTLET; SURROUND WITH MONITORING BY SPECIAL INSPECTOR (UBC SEC 3317.1) PER PLAN ,ti r, ;>; i" MINUS ROCK, 6" MIN. COVER OVER WHICH AT MINIMUM SHALL CONSIST OF INSPECTION AND ,J •�„t�..•..<: .. PIPE; 2" MIN. ROCK UNDER PIPE EVALUATION OF SUBGRADE, PLACEMENT OF BASE COURSE AND DRAINAGE, AND FINISHED ROCKERY. 5. GUARDRAIL/FENCE (IF ANY) PER PLANS OR AS REO BY UBC SEC 509 8" '- 6. ROCKERIES ARE EROSION -CONTROL STRUCTURES, NOT RETAINING 3'-0" 5'- 6" WALLS. MATERIAL MUST BE STABLE AND FREE-STANDING MIN. IN CUT/FILL FACE. 7. COMPACT BACKFILL AT LEAST 95% OF MODIFIED PROCTOR MAX. DRY DENSITY (ASTM D1557-70, METHOD C OR D). WELD"' TO Ff ROCKERY C7 N.T.S 00 4 EA. 1/4" X 2" X 5" STRIPS UNIFORMLY - SPACED AND WELDED TO 3/4"0 FRAME a M SAX. 4" SPACING 3/4" 0 FRAME /4" 0 BARS FLOW 1/2" GALV. BOLTS NOTE: ALL STEEL PARTS TO BE GALVANIZED AND ASPHALT COATED (TREATMENT 1 OR BETTER). DEBRIS BARRIER 2 (901 CC� N. T. S. ROUND SOLID COVER MARKED "DRAIN", LOCKABLE UNLESS OTHERWISE APPROVED BY THE ENGINEER 12" o OUTLET� --- -- \ � 12 "0 PIPE SUPPORT BOLT AND SEAL 3")(0.090 GAUGE BAFFLE TO RISEf STREEL STRAPS (AS REQUIRED) BOLTED OR EMBEDDED 2" PLAN VIEW I A A N WALL SPACED N.T.S. AT MAXIMUM, TYP SEE NOTE #3 ADJUSTMENT BRICKS (4" MIN., 16" MAX.) 0..59 TURNBUCKLE SUPPORT TYP PIPE SUPPORT SEE NOTE 5 i" nie cm mor 36" MIN s PEDESTRIAN HANDRAIL C7 NTS 18" 0 BAFFLE FOR RETENTION OF FLOATABLES 11" LONG x C-1 1/5" HIGH NOTCH WEIR IN 12" RISER 12" PVC RISER PIPE SECTION A -A N. T. S. 69.15 ` 6" MIN o 100 YR. WSE=69.22' 0 25 YR. WSE=69.02' I� I� 0 10 YR. WSE=68.74' 68.05 A A fz 112-2 YR. WSE=68 24' _ 67.00 - OUTLET PIPE IE=65.96'i i INLET in N 63.96 DISCHARGE Q 0 1/2-2 YR = 0.73 CFS N SUB -BASE COMPACTION PROCEDURE 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE BASE COURSE ROCK. 2. COMPACT EXISTING SUBGRADE SOIL TO 95% MIN. 3. PROOF -ROLL THE EXISTING SOIL TO VERIFY A MINIMUM CBR OF 10. 4. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL (LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM. 5. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. GRADE 1" DOWN EXTRUDED CONC. CURB FROM TOP OF 1/2„ 5 1/2" 1/2" CURB. 3" CLASS "B" A.C. PAVING - =III-III-III-11. SLOPE PROVIDE 1'-0" LEVEL DN. AREA WHERE GRADE SLOPES DOWNWARD OUTSIDE o oaDo a Q o - OF PAVING os° I I -III -III -III -I I III -III -I 1- SUBGRADE SO L. UBGRA I 6" BASE COURSE SEE NOTE COMPACTED TO 95% PROCTOR 2 CURB & 3" PAVING SECTION C7 NTS &%�z C3 [@ u 0 Lu NAME�ATE /i43 NOTES: 1) PIPE SIZES AND SLOPES PER PLAN 2) ALL METAL PARTS SHALL BE GALVALUM, STAINLESS STEEL, OR PVC 3) FRAME (LID OPENING) & LADDER/STEPS SHALL BE ROTATED SUCH THAT RISER IS VISIBLE FROM TOP, LADDER/STEPS FUNCTION IS CLEAR FROM RISER, FRAME IS CLEAR OF CURB 4) IF METAL. OUTLET PIPE CONNECTS TO CEMENT 61,96 10YR = 2.31 CFS CONCRETE PIPE, IT SHALL HAVE SMOOTH OUTSIDE 12"� RISER 25 YR = 3.49 CFS DIAMETER EQUAL TO CONCRETE PIPE INSIDE RESTRICTOR PLATE 100 YR = 4.99 CFS DIAMETER OR 1 /4" LESS, TYPICAL W/ 3.25" 0 ORIFICE TYPE 2, 48 0 5) PROVIDE AT LEAST ONE THREE-INCH x 0.0900 GUAGE ELEVATION CATCH BASIN STAINLESS STEEL SUPPORT BRACKET WITH TURNBUCKLE N.T.S. ANCHORED TO CONCRETE WALL (MAXIMUM 2'-0" 8 CONTROL STRUCTURE MH 400 VERTICAL SPACING.) C7 N.T.S. FOR MOHAWK PLASTICS LOT 19 29 & 4 S:\02\02027\CIVIL DWGS\C7-027.dwg I Drafter Name: M. CORDICE I Plot Date: OCT 25 2002 11:09:55 1 Last Modified Date: OCT 25 2002 11:08:23 1 Submillol: REVISION 1 CATCH BASIN OR INLET GRATE - USUALLY WSDOT STD PLAN B-2o TEMPORARY PERMEABLE FILTER BAG AS MANUFACTURED BY ATLANTIC CONSTRUCTION FABRICS, INC.(800-448-3636) OR APPROVED. REBAR FOR LIFTING dd dd d dd dd ddb (MAXIMUM SEDIMENT d d d d dd ACCUMULATION b d d ALLOWED = 1 FT dd TEMPORARY SEDIMENT TRAP (TYP. DTL, NTS SUB -BASE COMPACTION PROCEDURE 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE BASE COURSE ROCK. 2, COMPACT EXISTING SUBGRADE SOIL TO 95% MIN. 3. PROOF -ROLL THE EXISTING SOIL TO VERIFY A MINIMUM CBR OF 10. 4. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL (LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM. 5. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. GRADE 1" DOWN EXTRUDED CONC. CURB FROM TOP OF 1/2" 5 1/2" 1/2" CURB. 2" CLASS "B" A.C. PAVING J i I 1-1 11=1I I SLOP1' E - � :7717 ' "`PROVIDE -0" LEVEL N. AREA WHERE GRADE SLOPES DOWNWARD OUTSIDE C�a � o D�Dtnrn OF PAVING d o$ III=III=III-III=1I III-III=III \ SUBGRADE SOIL. I 4" BASE COURSE SEE NOTE COMPACTED TO 95% PROCTOR CURB & 2" PAVING SECTION DESIGN WS COMPACTED - EMBANKMENT j MIN. 1'-0' -- STAINLESS STEEL FASTENERS. �- WHITE LETTERS & SYMBOL ON BLUE BACKGROUND g PARKING ONLY METAL SIGN, BOLT TO STL. PIPE POST. VAN ACCESSIBLE - ADDITIONAL SIGN AT VAN ACCESSIBLE PARKING SPACES ONLY 1 1 /4" GALV. SCHD. 40 STL. PIPE W/CAP, 1 " CONIC, WASH -\ GRADE x - - 8" DIA. CONC. FOOTING NOTES: M I (I 1. SIGN TO BE PER LOCAL III- JURISDICTION REQUIREMENTS. VERIFY SIZE, SHAPE & VERBAGE 2. PROVIDE SIGN AT EACH HANDICAPPED PARKING STALL. 4 HANDICAP SIGN C7 NTS 6' 1 1\V\�+\ LII\IIVV A EMERGENCY OVERFLOW SPILLWAY C7 j NTS x6 QUARRY SPALLS C7 NTS B SECTION C7 NTS EXG CHAIN NEW 4' HIGH' 6' 9.23' 9' 19.20' 9' 9.23' 6' 5' LINK FENCE CHAIN LINK FENCE r X2' 6' 9.23' 9.00' 62.99' 8' 5' 8' 37.54' 9.00' 9.23' 6' 2,5 EXG CHAIN LINK FENCE > I LI OE LINE X SINGLET ECOLOGY ELE - _69. 5' TYP I I j ,._ , 70 i BLOCK WALL W/ 100 YR WSE= 69.22' ' ! X I j 2•'S 100 Y W _ ARCHITECTURAL I i I .5 FINISH 1 ; ! 1 EXG GRADE EXG GRADE f EXG GRADE EXG GRADE _ _ 68.00' _ ELEV 68.00 I ELEV = 68.00' ... � ......_ ....._... ......_ .. .. ; _.._. .... ._ _ . � .. _ _...:_ _.._ . ELE,/ ELEV 68.00' _ .. I _ _./,� E / i. TOP OF BERM TO BE i / GERM 66-96' w i SINGLE ECOLOGY DTOL 10 C8 ED PER + j jj� jj\\j / \ I \` BLOCK WALL W \ \j i ,�` ��i 1 / %� \/\�\/. ARCHITECTURAL / , \� /\ WATER QUALITY WS1` _ •65,*' .0, y 66;/ _- _._._� FINISH i.._ _ :.. \ j\\ j �/j WQ WSE I .. _...-. _ . I j / 66 i /f\ _ \� ���HIGH AL FIKI SEASONAL] \/ /j� _ j j 1 \ / / . I / 3 / / i GROUND SEASONAL i E GROUND WATER; '\/� j �, /\� ; \ \\\. I EL =65.00 \\ I 2 j'\ 2 I \ \\ /, 3 v I EL =65.00 3 ✓ , i j/ DEAD \� \ \\ 3 00' DE ..D _ _ __ __ __1.. _ _ j L -.. . 64 1-_ _ /. \j\ ��\ _STORAGE i ff /\ _ ; 64 f✓ \ STO A E OF PONff/ ! I �/ �j i B A/ / BOTTO� � ��� ,. � I � BOTTOM OF POND : � j '\j i 63d I i \ \ ' ELEV 6-2.9fr \� 62 ! /. / // f f / / ✓ / / / / f / / / / / / \ ) \\ \\ I /,� /j /j it✓ ,/ /j ij. , j // // // ; //\/jam/jam/jam/j\/'\/j\/�'\//\ j\ '!j\/j\// i I ��/j /,/�` j�/j�/jam/j�' 1 \/ N / Xi\\ice\�\\i� i\\i\\i\\i 4" CLAY LINING 4" CLAY LINING ALL AROUND POND } i ' ALL AROUND POND I I I I I 60 _ - .: `_ _ ...' 60 _ _ BERM EMBANKMENTS COMPACTED SOUL TO 95 c NORTH -SOUTH POND SECTION % PER ASTM D1557 PLACED IN 6" LIFTS. o EAST -WEST POND SECTION SOIL SHALL BE A MIN 20% SILT & CLAY; FOR MOHAWK PLASTICS LOTS 1, 2, & 4 C7 1;:=20: HQRZFOR MOHAWK PLASTICS LOTS 1, 2, & 4 MAX 60% SILT; MAX 60% SAND. C7 i"=20' V�RT 1 = 2 VERT (TYPICAL) WETPOND EMERGENT WETLAND PLANTS: WETLAND PLANT DENSITY ELEV 69.65 TO 65.96 HYDROSEED 120 LBS / ACRE. ELEV 65.96 TO 64.96 WESTERN SLOUGHGRASS 3' O.C. ELEV 64.96 TO 63.96 SPATTER DOCK 3' O.C. ELEV 63.96 TO 62.96 WHITE WATERLILY 3' O.C. UTILITY CONFLICT NOTE: RECORD DRAWING CERTIFICATION PROJECT REF: FACO2-0022 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THESE DRAWINGS CONFORM TO THE DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE "APPROVED" FOR THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE CONFORMANCE WITH THE CITY OF AUBURN THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. ENGINEERING DIVISION'S REQUIREMENTS THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 cP I114/03 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY: DATE: OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER Approved By. ,�,.�.._...t OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TITLE/POSITION: /y I., .Sw�i►t.,•�. SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE Date Approved: SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. a Q o D U a � F- c>n 0 d Q _j 00 / N U 00 \ o 0 (� w = �' [� w nnn Z L � �f7 Z T .l vJ w L U Z_ J >�oMo D Nch 3 Lc) Z C N O Z C m UF- Q F-- O F- _D Q --� w Q (.n Q � w Z = I- Q cJ i w 00 J m O o _J Q I' W 86 c� Z co f- W V W cn (N N o z W C) O U z N � Z c m o ° a N O C U a W Q z SD ul 12- f3- 0.7 DATE 8/5/02 DRAWN AEP CHECKED QED JOB NO. 02027 SHEET NO. C 7 03 0 17.19 CONCRETE PAVEMENT PER CONSTRUCTION NOTE 3 00 CRUSHED ROCK BASE COMPACTED TO 95% PER MODIFIED PROCTOR 1 TYPICAL F C8 #4 EW A 12" CONTROL JOINT PER 3" CONSTRUCTION NOTE 24 EW A 12" 0C EXISTING CONCRETE CONCRETE PAVEMENT PER 3" OR BLDG FOUNDATIONCONCRETE NOTE 3 —' 12 6' (N.T.S) MOUND CONCRETE 6"0 SCH 40 PIPE FILLED WITH CONCRETE PAINT WITH ONE COAT Of PRESERVATIVE PAINT PRIMER SERIES 28-54 AND ONE FINISH ;,, COAT OF PRESERVATIVE PAINT SERIES 10 (SAFETY YELLOW) EXISTING ASPHALT PAVEMENT OR CONCRETE e c D CONCRETE o. b D D \\\\ 14"0 MIN STEEL BOLLARD DETAIL C$ J N.T.S. ING EDG ro to 8" DIA. x 18" DEEP CONCRETE too ° ° a d 1110 v9" % X CRUSHED ROCK BASE COMPACTED TO 95% PER MODIFIED PROCTOR ATYPICAL LONGITUDIN) 5' POST SPACING EPDXY GROUT INTO TOP OF CONC, WALL 1/4"x2" SAWCUT; FILL WITH ZSEALANT (PLACE BOND BREAKER TAPE AT BOTTOM OF SAWCUT PRtOR TO PLACING SEALANT) e o ° a a #4 EW ®12" CONCRETE PAVEMENT PER 3" CONSTRUCTION NOTE 3 a 00 a a 12" 6' (N.T.S.) CRUSHED ROCK BASE —� COMPACTED TO 95% PER MODIFIED PROCTOR STRUCTION JOINT 3 TYPICAL PERIMETER JOINT AT C6x8 2 GALV CHANNEL 1 1/2 USA, JOU. 11Yt NOTES 1. GALVANIZE AFTER ASSEMBLY. 2. PROVIDE SLEEVES FOR FIELD CONNECTIONS BETWEEN PIECES, POST IN 501L 6 TYPICAL RAILING DETAIL CS NTS 1 1/2"-4" ROCK CORI 72.50 4" CLAY LINING PEDESTRIAN RI PER DTL 6/0 1 "x3/4"WIDE GROOVE WITH RUBBER ASPHALT FILLER - EXISTING ASPHALT PAVEMENT OVER CONCRETE W/ NELSON STUDS RAILING PER DTL 6/C8 8" CONC. SLAB ® 24" OC WHEN HEIGHT IS #4 0 24' O.C. L 3x3xl/4" GALV W/ GREATER THAN 30" NELSON STUDS 0 24" OC PER UBC SEC 509 z . G co a T PAVEM =III- I � i—� •• —1 I I=1 1 1—I I I � i i I I I i � �_ III=� I 1=1 11- =III—III=I � I- a III a I GRANULAR BACKFILL COMPACT TO 95% a (4) #4 0 HORIZ. -CONCRETE SHALL HAVE 28-DAY COMPRESSIVE a, 1 1/2" STRENGTH OF 3000 PSI W � -REINFORCING SHALL BE PER ASTM A-615, PAVING PER #4 012" O.C. GRADE 60 PLAN . . L40ERF. PIPE W/ 12"- 3/4" HED ROCK, TIGHTLINE OR SWALE e N #4 012" O.C. — °.. e G 4, G <..a e COTE_ SOIL UNDER FOOTINGS SHALL HAVE MIN. BEARING CAPACITY 12" 6" OF 2000 PSF. NOTIFY THE (7) #4 0 CONT ENGINEER IF OTHER CONDITIONS 3 ARE FOUND. 7 RETAINING WALL C8 N.T.S. rri.�n LININV CROSS SECTION TOP OF BERM BEYOND N ITOP OF GRAVEL WINDOW �- TOPSOIL GRAVEL WINDOW SECTION -"-OPSOIL FILL UARRY SPALLS TOP OF BERM FUTURE WET ELEV. 66.96 5'-0" GRAVEL WINDOW BEYOND POND WATER SURFACE ELEV. 65.96 BOT. OF POND 2 2 FILL COMPACTED TO 90% ELEV. 62.96 N 1 1 --- -- _ _ I i I-1 t—I 1 1-1 -I1-1 —_ = II "=I�1 --►=I =-4� CLAY -I II -11==III LINING i TOPSOIL BERM SECTION Io BERM DETAIL C9 NTS S:\02\02027\CML DWGS\CB-027.dwg I Drofter Nome: M. COP,DICE I Plot Date: OCT 23 2002 08:28:00 Lost Modified Dote: OCT 22 2002 17:00:04 1 SvbrNitol: REVISION 1 CONSTRUCTION NOTES: 1. JOINT SEALANTS FOR SAWED CONSTRUCTION JOINTS: JOINT SEALANTS SHALL MEET THE REQUIREMENTS OF AASHTO M173 CONCRETE JOINT SEALER, HOT POUR ELASTIC TYPE. 2. JOINT SEALANT FOR OTHER CONCRETE CONTROL JOINTS: JOINTS SHALL HAVE A 3/4" THICK PRE MOLDED FILLER CONFORMING TO THE SPECIFICATIONS FOR "PRE FORMED EXPANSION JOINT FOR CONCRETE PAVING AND STRUCTURE CONSTRUCTION" AASHTO M213 EXCEPT THE REQUIREMENT FOR WATER ABSORPTION, WHICH IS DELETED. THE JOINT ABOVE THE FILLER SHALL BE SEALED WITH A TWO-PART URETHANE JOINT SEALER CONFORMING TO ASTM C920 FOR USE IN VEHICLE TRAFFIC AREA. DIMENSIONS OF SEALER SHALL BE IN ACCORDANCE WITH THE SEALER MANUFACTURER'S RECOMMENDATIONS. 3. CLASS A (3/4") AIR ENTRAINED PORTLAND CEMENT CONCRETE WITH COMPRESSIVE STRENGTH OF 3000 PSI WITHIN 4 DAYS SEE TYPICAL CONCRETE PAVEMENT SECTION THIS SHEET FOR REINFORCEMENT. 1 Yi" STL HAND GRASP RAIL BOTH SIDES Yz"CHAMFER TYP. " 6" WIDE CONIC STAIR CURB BOTH SIDES #4 NOSE — BAR PAVING PER PLAN I 3/4" THICK PRE -MOLDED FILLER. SEAL JOINT ABOVE FILLER THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERFYING THE LOCATION, DIMENSION, AND DEPTH Of ALL EXISTING UTILITIES, W14ET14ER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRM 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 PROCEEDNI G WITH CONSTRUCTION. 2" P" an 2" SECTION C8 NTS EXISTING GRADE NEW 12" WATER-` FERNCO COUPLING 0 CASING PIPE W/ WRAP AR"D END SEAL SEE PLANS FOR SIZE AND LAYOUT, PIPE LINE CONTINUOUS TREATED 2x4 SKIDS BANDED TO PIPE LINE -MIN THREE BANDS PER SKID SET A C8 4 TYPICAL P C8 I NONE / zX 32' 00 M M 2.0' 4'-0" RUNS 0 1?") ELEV. 75.40 11111 12" � to 11= LI I III 0/C E.W. � "' 3" CLR. 72.90' II I I �_ T 6" MIN. L SOIL UNDER STAIR COMPACTED TO 95% MODIFIED PROCTOR 8 STAIR SECTION C8 NTS 2 SEAMS -16"0 SPECIAL CLASS 50 CASING PIPE FOR 12" WATER ENCASEMENT DETAIL 3/4" THICK PRE -MOLDED FILLER. SEAL JOINT ABOVE FILLER r STAIR SECTION 8-13 -CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH Of 3000 PSI do 5% AIR ENTRAINMENT -REiNF"G SHALL BE PER ASTM A-615, GRADE 60 PROJECT REF: FACO2-0022 DATE $ /5 /0 THESE PLANS ARE 'APPROVED' MR DRAWN AEP COWO MANGE VATH THE CITY OF ,ftft ENGMKW DIVISION'S REQUF00TS i'�t'.J CHECKED OD A'prv�d Byc S JOB NO. 02027 Doe Ap"44d -03 SHEET NO. C 8 03 D 17;L6 M 40 ft it - --- 1 it i81? 15 F it Le L2- j5H - i5 Y.4N _ - -- O— i� - ii - i $ 04 - 3-OF L604 - lop ro � Gv 1 t304 - 0 VAH I- 1-5 -- -- !. i2 - i0 N 8 ai i� i!5 5 2'7 ir5 .92 49 l �� 2'J4 n P TT n igL7- i.0VI4,N � 1 2..,5 .__ 7 i 1 15 . I X - i i 6 - ti8 t2-, iS CsT 1- — ----- - ___ . - 2 -2 -4 n----1�- -_ 1► i$ L Z -= 15 S 5T S 90 = PGA VA LV P_-4 1 L t L ii ---T�1=15_.- RC i2Tct5C_ i�. STATI N i✓�3i�.FT2vl.,.La'�. - _-- --- - ---- --- — - - - - 11 b _ _ �,A. CvS 1`01Z C1 I ti-lT Elz p�LO\J 6 UT 1 pID U b L En C I-! r_G k' V A L_ v m SoS I 13 L_ YS L. E El-" ',/ e- 2-oo _ _V A L. V E A L pININI DEPTH M 1PTE METER CITY APPROVED VAULT W/ LID e.e.a .err menu 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 A 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. IRRIGATION NOTES: 1. ELECTRICAL CONTRACTOR TO PROVIDE INSTALLATION OF 120V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER INCLUDING HARE 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 WORT( 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 OVERPOU R 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. OUICK COUPLING VALVE FOR WINTER BLOWOUT MASTER VALVE F IF REQUIRED eon, s ag s gym. o. VIM P DEPTH RECORD DRAIM CMWXA110N 7HESE DRAWNGS CONFORMI M THE CONTRACTOR'S CONSIRUCIION RECORDS. BY:. . �� DATE: oe CWRMED BY CITY: DAB: yh grade/ Top of mulch -Up sproy Winkler plastic MPR nozzle -Inch male NPTx .490 Inch Elbow Nipple or Funny Pipe Schedule 40 Tee or Ell -Inch mole NPT x .490 Inch Elbow .V lalerol Pipe POP-UP SPRAY SPRINKLER No Scale Paving Select ba II remgve rocks, debris and rl sharp objectsPVC Class 200 sleevinp twice ;. size o pipe ateral or - Mainline SLEEVING--DETAIL 0 xa 0 0 Q g C= cr U 3 00 d 0 Z - 0 ..J 00 `R N N I W N v U 0 W d Z F > � J N 00 cn Lne--- Q Li Z I- © 0 �., -j r I-- 00 r d 9 0i o .4 NO- C) CD W J r r W Finished grade Select backfill, remove rocks, debris and sharp objects PVC Class 200 Lateral Ob PVC Class 200 Mainline Valve Wires TRENQHING DETAIL 9 741 NO Scale ►Sii 1miRrA ►' PROJECT REF: DATE . 7 /4/02 INS PLIVI 9*FT REFLECTS 11.1E CRY OF DRAWN AE P AUBtws 11" LNOSUMG REGU M CHECKED DE Aipprcl"d By JOB Na. 02027 I 171rV.ti'7'�+ SHEET NO. L2 S:\02\02027\CIVIL DWGS\L2-027.dwg I Drafter None) 0. MAJOR I Plot Date, JUN 28 2002 1044-44 1 Last Modified Dote: JUN 28 2002 09-57*4 1 Subrittal: PERMIT SET 01 D 17 2.q SECTION 13, TOWNSHIP 21 N RANGE 4E LOT 1 BUILDING PAD FILL LEGAL DESCRIPTION iI INSTALL SILL FNCE PER TL#t221049027 4 INSTALL 25LF 15" A EXG SS ESMT i THATIPORTION OF THE NE ? OF THE NE ? OF SECTION 13, T 21 N, R 4 E, 1 COA DTL EPi TUN- 02 REMOVE BUSH & ORGANIC TOP REMOVE BUSH & TOP G2 REMOVE BUSH & ORGANIC TOP"'- W. M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: C % PVC SDR 21 CULVERT AR (TYP) SOIL AND FILL IN DITCH SOIL AND FILL IN DITCH SOIL AND FILL IN DITCH .25 CL W � I i BEGINNING AT THE NE CORNER OF SAID SECTION 13, THE TRUE POINT OF IE(S)- 65 INSTALL 12 / WSDOT STD SELLECT W/ WSDOT STD SELLECT W/ WSDOT STD SELLECT I �--1 BEGINNING, THENCE S 01° 55' 53" W, ALONG THE EAST LINE OF SAID WIDE ACCESS EXISTING G2 I IE(N)=65.20 L ITS BORROW MATERIAL BORROW MATERIAL 1 BORROW MATERIAL 8' I 0" 3S i SECTION 13, A DISTANCE OF 285.82 FEET; THENCE N 85° 54' 43" W, GATE 10' PRIVATE EASEMEN 1 TYP) % EXISTING CONDO'S i I ' i PARALLEL TO THE SOUTH LINE OF THEN OF SAID NE OF THE NE ., A AF 2791570 II i i R=6 608- 07 DISTANCE OF 559.42 FEET, TO THE EASTERLY MARGIN OF PROPOSED "A" ST. _----_- XISTING EXISTING 10' PRIVATE P POLE WITH EX W ESMT i - ----__ 10' Pf, VAT ROAD EASEMENT CLEAR I , I R=66.78 ° ----=fi4i_ 915 - `-- =-r ..... ". ,� . - - - - - - � 2-GUY WIRES - 4. • I J i 11 6 98 N E,• THENCE N 06 20 11 W ALONG SAID - t31iP- - _ _�- ING AF 27 LIMITS �'OIN ' �� I \GAVEL CONS � '"""" � ___._ ` T--•--_•� �F. _ (TYP) EXISTING ASPHALT PARKING LOT DISTANCE OF 163.60 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A \ C NJ yL\ S RUC UKE \ \ \ \ s 6' I i _-`�- --'�- - - _-�- ;� - ITCH REMOVE EXG ULVERT i NE CORNER RADIUS OF 470.00 FEET, A CENTRAL ANGLE OF 06 52' 22 AND A \ PER\DT� 2 32\ \ \ \ \ \ \ \\ \ \ \ \1 f - ----- ��` �Tr - �_ _ H�'�rrytr 2 �-� I i I 'CASED 8 LENGTH OF 56.38 FEET: THENCE N 00 32' 11" E A DISTANCE OF 68.15 \\\\ \ - --� -�..,Y -i - -�_- - 2„ -6 �--fCASED MON _ T N TON 13 THENCE S 85° 59' 11" „\\ �12"PVC=65. T _ + FND 05 24_200? FEET, TO THE NORTH LIE OF SAID SECTION 6 x4 RIPER P \ �. _ ,} � �--_.�- � ' \ \ \ - / ------- r 2 - _ _ _ ` - J 4____- --------------• E, ALONG SAID NORTH LINE, A DISTANCE OF 589.37 FEET, TO THE TRUE -------- EMERGEN:CY \ \ \ \\ \ \ \ \ i \ 66 66 66 rPP=r ==_.: -x--�. \ PONQ V 0LOW \ \� 7 �� I ss ss , , �„�,�, - ��� - `��:--_____ ��-_� 70r - r 2---r � _ POINT OF BEGINNING. \ \ `� \ \ \ \ \ \ -_� r I 68 �_,,- (�,_... (� - - --- 68--"---------_ _ r "`F "f-- 7o f SUBJECT TO PRIVATE ROAD EASEMENT OVER THE NORTH 10.00 FEET, COi�STRU T \ \ \ \ I i _ r �"�'~••• t�-�,� . (� 1 - 574 3EA 20" ASH - 70 68 "--?�'- f ---tjllP--_ THEREOF, AS RECORDED UNDER AUDITORS FILE N0. 2791570. \ \EIIIARGE� \ \ \ ss b 0 WIDE ACCESS �„� REMOVE EXG TREES 70 �+ 7M STR @T N.E CONTAINING 3.79 ACRES, MORE OR LESS. \ T1 SCE PQ�D \ \ \ \ OAD W/6 72� ,...-. / t�-.......2EA 20" ASH \ \ \ 1 6 ; RUSHED SURFACE ' �'�-�••. I - -VERTICAL DATUM. \D \' I ASE COURSE l 70 - .._`- 12"CONC=68.6 \ \ \ \ \ \ \ \ I se % ' 72- 0-- 74 72 �C� 8 CONC=67, 1 VERTICAL DATUM -CITY OF AUBURN NAVD 1988 6, 1 t _ REMOVE EXG CONIC CULVERT 4 0 76 --74 _ 72" - - ON PROPERTY. FILL REMAINING w _ " BM - 1, ELEVATION 70.97, BOX SCRIBED ON NE CORNER OF CONIC PAD UNDER FIRE HYDRANT LOCATED ON THE WEST 2 22 CULVERT WITH GROUT I 9 \ �,., i I SIDE OF "A" ST NE 1N FRONT OF ADDRESS 701. \ I\M I ALL\ 3Q \\ \ \ \ `74 \�7 . 72 wi BM - 2, ELEVATION 70. 98, BOX SCRIBED ON TOP NE CORNER \8 PVG� SOR 35 012 \ \ f i Bs 21 22 " T INSTALL 5 X ' L6 0 �L OF ELEC VAULT LOCATED AT THE NW CORNER OF LOT 2. \ \ \ F: , % - 52 22 t 4"X6" U R Y 75.0 I EX�STING WETLANDS r .. I t STRIP AREA OF SURFACE �� 76 - - - _ _ BM - 3, ELEVATION 70.64, TOP OF MON IN CASE LOCATED AT \ \\ \ ` 1 T21N R4E EASELME(VT \ \ \ r, I t INSTALL 135LF SPALL A VEGETATION TOPSOIL ph� THE NE CORNER OF LOT 1 (NE CDR SEC 3, ) \ , F 9 07/261111� \ \ \ \ � \ \ � CLEAR s OF 18 PVC 76 ORGANIC SOILS, AND INSTALL 5'X5' STRIP AREA OF SURFACE I CLEAR \\ \\ I I L 1 M I S 35 0.3q TEMP 8 O 4 X6 QUARRY t" t 4 DELETERIOUS MATERIAL �s9 VEGETATION, TOPSOIL, LIMITS \ \ �\ \ w ss sTYrs) ; PIPE SPALL PAD TEMP 8" ORGANIC SOILS, AND (TYP) �� � � ARTHWORK NOTES 7 Q z o � o U )10th D F- SITE o 8th NE 8th ST z F w Q z c�, �' z w J_ 00 2 u-- z > Co 7 h S NE U N 6th CITY U' NE ❑� (71 Q � 5th ST NE PARK = N N PARK AVE W Q m 4th ST NE W nnn z 3rd NE_ AUBURN V'2ND ST NE HIGH w J s I- 14> �� SCHOOL d U o 0 6 1st V z °' o Q F o z � J > a o VICINITY MAP > a Z 3 N O Q J V) � L� \r E r ,.: \ 1. 2.0.45 PIPE DELETERIOUS MATERIAL � m I �'. ""' 7a „ 8 FILL MATERIAL AND COMPACTION LEGEND o Q t 72 - NOTES PER GENERAL CONSTRUCTION x -- \ \ �-y- s• -\---\ 1� �` 6 i INV= , .--Tro(<'fifKtt-'Tf O... ...-, r x x -- r' x- -- - x i S \ ` \ •--�-�� ----� •- �i- I y:� ' ECOLOGY BL C �� """"y - '•• - _ -'�' I NOTES. DESCRIPTION NEW EXISTING Q,"„ \ INV-66.5 �T 4 AS REQUI E HAY BALE O IN TALL TEMP SWALE Z .1 _ _ _ FILL (STRUCTURAL FILL)=10,060 CY EX. 12" STORM s S 75.0 '�•• �• � - �, - - STORM SEWER D \ % t BARRIER 's (TYP) c�°l� CUT = 2,000 CY EX. 8" SEWER \ \ 68.00 % t*1 �t 0' HAY BALE A STRIPPED SOIL = 1.300 CY SANITARY SEWER S I 76 \ fit' / EX. 2" WATER 5� I 1 - a � t STALL HA 7a BARRIER 74 / 7 G2 S QUANTITIES ARE APPROXIMATE, THE WATER W Z O J 7 ) O % �� CONTRACTOR SHALL BE RESPONSIBLE L.� 9- % ; BALE BARRI R 76 / \S 75.0 74 76 ao I T ��` FOR ACTUAL EARTHWORK QUANTITIES k INV=63.0 % � � % �_ f�'� PER COA ST � � \ti 82 REMOVE DIRT AC PAVING 'Q ISTING % %12"CMP=65.53I EROSION-07 T P 2 7 / PILE CONCRETE PAVINGINSTALL TEMP. DITCH - I ,r- i� FUTURE -- 2 Q w+ REMAINS OF LANDSCAPING ® W SWALE PER n •-4 - 5.63 I DIRT PILE % EXG -COOTRWCTON X TING BLDG 72 74 - - ---- - - - DTL 1/G2 t i UNKNOWN TERMINATION 6 r E JRA CE I T 0 70 -` --- 72 7 7a �( SURVEYOR: SPOT ELEVATIONS xx.xx xx.xx � Z INSTALL 12 73� 0 + R -�FR ETTLEMENT INSTALL CONSTRUCTION HOLMVIG DEWITT & ASSOCIATES INC. / 50 t'- �--�•J WIDE ACCESS % ' LIMITS ~ �� 74 7 MARKER PER ENTRANCE PER COA STD CONTOURS 50 GATE INSTALL SILT 1 � 211 �, (TYP) • � CONTACT: MIKE DEWITT FENCE % - -- PORTION OF 15 WATER LINE DTL 3/G2 w EROSION-01 ADDRESS: 1036 COLE ST 10' WIDE ACCESS CB EASEMENT REC# 112180965 YP I� 6 ENUMCLAW, WA 98022 ROAD W/6" CRUSHED RIM=69.74 f-"'--�-- 7 ""`-• '' tr ��---,..._ i PHONE : (360) 825-6963 SURFACEING BASE IE(16"CMP)(N)=65.44��--..� COURSE IE(12"CMP)(E)=66.19 -- 2 - IE(12"CONC)(S)=65.49 _ �"=-- - - � �.K -- -- -- GEOTECHNICAL INSTALL 4' HIGH VINYL -" --••• 0 % 5'x9' UNDERGROUND -`------ --.__ -_.__r COATED CHAIN LINK FENCE EXG CONSTRUCTION ���� --- -------- - �-"-0 �--� x _J 5 POWER VAULT ----- -----� --� ENGINEER AROUND POND MATCH ENTRANCE / ► r O O EXISTING-RAtLROAD-TRAGK - r' -- - 14'x5' UNDERGROUND GEOTECH CONSULTANTS, INC. COLOR OF EXG FENCE O O ENDS AT THIS POINT EXG FIfi-`------- _--_ ' t POWER VAULT JAMES R. FINLEY, JR., PE - -�- 4:5`x-5:5 -ABOVE- 13256 NE 20TH ST, a / 1 EPOWER VAULT `-`--r _ PORTION OF 15' WATER LINE SUITE 16 Q 4 12'CO =65 4`: SDMH INSTALL TEMP SWALE PRE -LOAD FILL SHALL I - 1 I �- 1, EASEMENT REC 9112180965 BELLEVUE, WA 98005 RIM=70.64 PER DTL 1/G2 (TYP) BE A WSDOT SELECT , # r. IE 12"PVC)(W)=66.14 (425) 747-561$ Q t poi BORROW W NO MORE i � 1 IE 30"CMP)(E)=66.04 / SOD AND GRASS MAT SHALL INSTALL SILT FENCE ' INV=65.75 r 1 THAN 5% FINES PASSING / 1 O BE LEFT IN -PLACE IN AREA PER COA DTL EROSION-02 EXISTING AILROAD TRACK i n 9 A 200 SIEVE INSIDE THE NEW BLDG. FOOTPRINT. t 1 INSTALL CB L 0 L_ ; INSTALL CB OWNER SPOT ELEVATIONS TAKEN AT � t CB HEAVY GROWTH SHALL BE ,, i �6 r , PROTECTION -- ,' PROTECTION CENTERLIN: OF NORTH RAIL; 12"%CMP RIM=69.95 MOWED AND CLIPPINGS REMOVED (TYP) ,' PER COA STD PER COA STD WIDTH OF RAIL MEASURED AT 0.23'; ' IE(12"CMP)(N =66,10 8" D.I.P. i BILL GATES DISTANCE FROM INSIDE RAIL TO t I EROSION -04 EROSION -04 701 NE A ST • �� C6305 - INSIDE RAIL 4' 8-1/2" (4.71') ,,- fi T i IE(12"PVC)(E) 63.05 GRADING AND TESC PLAN NOR H ! AUBURN, WA 98002 REQUIREMENTS FOR EXPOSED ' =4Q (253) 939-8206 TESTING AND MONITORING GENERAL NOTES DUST CONTROL NOTES: SOIL STABILIZATION THE GEOTECH ENGINEER SHALL BE HIRED BY THE OWNER TO PROVIDE THE ENGINEER 1. SEASONAL REQUIREMENTS: FOLLOWING SERVICES: i. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED 1, COMPACTION) TESTS ON THE BUILDING PAD FILL AND ALL OTHER FILL TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. RUPERT ENGINEERING, INC ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY PLACED. CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE 2• DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS DAVE DORMIER, PE WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE 2. SOIL SAMPLE TESTS OF IMPORTED STRUCTURAL FILL. OWNER, ENGINEER AND THE CITY. AS NEEDED DURING THE DAY. 1519 WEST VALLEY HWY N. #101 OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: THE CONTRACTOR SHALL COOPERATE SO THAT THE GEOTECH ENGINEER CAN 3. ALL TRUCK TRAFFIC MUST USE THE CONSTRUCTION ENTRANCE AS SHOWN ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO AUBURN, WA 98001 FROM APRIL 2 TO SEPTEMBER 30 , ALL DENUDED AREAS AT FINAL EFFICIENTLY PROVIDE THE ABOVE SERVICES. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STREET. 253 833-7776 GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD 4. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WfiICH WILL BE USED BY CONSTRUCTION 10 DAYS. GRADING AND EROSION CONTROL NOTES SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. FROM OCTOBER 1 TO APRIL 1, ALL EXPOSED SOILS AT FINAL (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD SHEET INDEX TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. GI GRADING AND UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START T.E.S.C. PLAN -LOT 1 THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253- G2 SITE SECTIONS AND THAN 7 DAYS SHALL BE STABILIZED IMMEDIATTELY.ELY. NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE 931-3010 TO SCHEDULE A MEETING. 2. STABILIZATION METHOD: HYDROSEEDING &MULCHING DETAILS SYSTEM. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONSTRUCTION SEQUENCE THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. CONTRACTOR 1S CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 2, THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, APPROVED BY THE CITY. 1. COMPLY WITH THE "GENERAL CONSTRUCTION NOTES FOR GRADING, A SHOWN ON THE DRAWINGS. 1T SHALL BE THE CONTRACTOR'S IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF DRAINAGE AND EROSION CONTROL" AT ALL TIMES. SPECIAL CONSTUCTION NOTES 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED 2. ESTABLISH "CLEARING AND GRADING LIMITS" FOR THE SITE. ALSO AFTER PLANTING.) APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND REFERRED TO AS THE "CLEANING LIMITS". 1. RIGHT-OF-WAY USE PERMIT FOR 18" PVC STORM PIPE CROSS B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS UNDER "A" STREET N.W. WILL BE FORMALIZED DURING COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF 3. CONSTRUCT THE TESC PONDS, SETTLING BASINS, TEMPORARY SWALES, FINAL LOT 1 FAC PERMIT PHASE. CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND WASHINGTON (RCW). PRIOR TO STAR':NG CONSTRUCTION, THE AND ROCK CHECK DAMS AS SHOWN ON THE DRAWINGS. TEMPORARY ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY SWALES SHALL BE ADDED AS NECESSARY TO ENSURE THAT ALL SITE 2. NO CONSTRUCTION FILL, CUT, OR VEHICLE MOVEMENT SHALL ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. RUNOFF REACHES THE TESC PONDS. OCCUR WITHIN THE EXISTING WETLAND AREA OR THE PERMITTEE. LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, WETLAND EASEMENT. C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER TELEPHONE AND TELEVISION). 4, CUT ALL VEGETATION WITHIN THE LIMITS OF WORK TO A 3-INCH DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS 5. PRIOR 10 THE START OF CONSTRUCTION A PROPOSED ROUTE AND MAXIMIMUM HEIGHT AND DISPOSE OF CLIPPINGS OFFSITE. STRIPPING USE NON -PHOSPHOROUS FERTILIZER. USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO OF VEGETATION IS NOT REQUIRED IN THE BUILDING PRE -LOAD FILL AREAS. D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED CONSTRUCTION IS COMPLETED, AFTER CITY APPROVAL, THE CONTRACTOR THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL REMOVE WATER FROM ANY EXISTING DEPRESSIONS. METHOD AND LOCATION BED AT A RATE OF 120 LBS/ACRE: WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE OF DISCHARGE TO BE APPROVED BY CITY OF AUBURN OFFICIAL. PROPORTIONS PERCENT PERCENT 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. RE -GRADE AS NECESSARY TO ELIMINATE DEPRESSIONS. NAME BY WEIGHT PURITY GERMINATION TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY, WA 5. STRIPPPING OF VEGETATION AND TOP SOIL IN AREAS AS DIRECTED ON SITE PLAN, sr� • THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND COMPACT EXPOSED SOIL TO 90% MODIFIED PROCTOR ��'v' Y c� NAM E � Q ATE � il° REDTOP(AGROSTIS ALBA) 10% 92 90 T RODE T AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND NECESSARY, TO REMOVE MUD DEPOSITED AS A RESUL OF P C EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL 6. AS CONSTRUCTION PROGRESSES, REVEGETATE ALL SLOPES AND ° ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 CONSTRUCTION ACTIVITY. BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED 16902 r ��crsr�° CHEWINGS FESQUE 40% 97 80 6, ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND SOIL STABILIZATION". r�N"LLAMO~� (RESTUCA RUBRA COMMUTATA) T PROPERTY SUFFERED BECAUSE OF COIJTRACTORS OPERATIONS OR 77sor Q STORM MANHOLE9 Q CD I " Q a ca STORM CATCHBASIN ■ ❑ o _ 1 SANITARY SEWER MANHOLE Q WATER VALVE ►� FIRE HYDRANT V) TELEPHONE MANHOLE �J'J POWER VAULT ❑P STREET LIGHT }- ¢--- zz UTILITY POLE -O Q Q FOUND CASE MON ® �„� GAS METER Z GUY WIRE ANCHOR o Q TELEPHONE JUNCTION BOX ROOF DRAIN fa w UJI POWER POLE W/TRANSFORMER Q CN UNDERGROUND POWER © o to o 00 N 04 N CD r- Cb SIGNAL POLE Fail 1 so] Oki Fall Kwk P BLC - BUILDING CORNER C - COMPACT CB - CATCH BASIN CL - CLASS CO - CLEAN OUT D - STORM DRAIN DDCV - DOUBLE DETECTOR CHECK VALVE DI - DUCTILE IRON DS - DOWNSPOUT D/W - DRIVEWAY EL - ELEVATION ESMT - EASEMENT EXG - EXISTING FD - FOUNDATION DRAIN FDC - FIRE DEPT. CONNECTION FF - FINISH FLOOR FH - FIRE HYDRANT FL - FLANGE JOINT HC - HAND;CAP IE - INVERT ELEVATION LF - LINEAR FEET LS - LANDSCAPING (JAMESTOWN,BANNER,SHADOW OR KOKET) ERGS 1 ON AND SED I MENTAT 1 ON I MPACTS ON ADJACENT PROPER I ES , NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE NEGLIGENCE CONNECTED WITH THEM. 7. BEGIN CONSTRUCTION OF THE BUILDING PAD FILL. USE STRUCTURAL UTILITY CONFLI THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, RECORD DRAWING CERTIFICATION WHITE DUTCH CLOVER 10% 96 90 SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: (CLASS 'A', 5% MAX. FINES) COMPACTED TO 95%. THICKNESS DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE DRAWINGS CONFORM CONTRACTORS CONSTRUCTION TO THE RECORDS. (TRIFOLIUM REPENS) FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES OF SOIL LAYERS BEFORE COMPACTION SHOULD NOT EXCEED 12TINCHES. OF THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND AS WORK PROGRESSES, CONTINUE TO DIRECT SURFACE WATER TOWARDS THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH- THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. THE TESC PONDS. SOURCE OF IMPORTED FILL MUST BE APPROVED THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1- 800-424- 5555 FERTILIZER MIXTURES MAY ALSO BE USED. FROM OCTOBER i TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE BY THE CITY. AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY: DATE: F. MAINTENANCE -SEEDING SHOULD BE SUPPLIED WITH ADEQUATE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. 8. AFTER ALL EARTHWORK AND SOIL STABILIZATION ACTIVITIES ARE OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. COMPLETE, AND AS AUTHORIZED BY THE CITY OF AUBURN OFFICIAL, OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS PLANS ARE NOT GUARANTEED AND ARE TITLE/POSI-nON: Ag7 •� a c'1 M� ��i'vc� ✓Y'*' c ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 REPAIR THE GRAVEL CONSTRUCTION ENTRANCE AND FILTER FABRIC TO SHOWN ON THESE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT THEIR ORIGINAL CONDITION WHEN FIRST INSTALLED. THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH WATER. STABILIZED IMMEDIATELY. CONSTRUCTION. x U 0 co w w v w v o z S � 5 w MH - MANHOLE a z � z co MJ - MECHANICAL JOINT Q W i a OH - OVERHEAD � ° M o 0 PL - PROPERTY LINE o ��- - RADIUS s z RW - RIGHT-OF-WAY � "i SS - SANITARY SEWER 5 Uj rUj SO FT - SQUARE FEET cy- S/W - SIDEWALK TIC - TOP OF CURB TP - TEST PIT LINO - UNLESS NOTED OTHERWISE - N S - SOUTH y �t N R W - WEST R)pF W S E - EAST N - NORTH NW - NORTHWEST SW - SOUTHWEST NE NORTHEAST �STIEVSO\�tc`�4 - SE - SOUTHEAST NA L E PROJECT REF: GRA02-0013 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS -CP 84/0t Approved By. Date Approved: DATE 9/1 /95 DRAWN AM CHECKED P.A.D JOB NO. 9209-146 SHEET NO, G1 S:\02\02027\NEW-GRADING\G1-027.dwg I Drafter Name: 0. MAJOR I Plot Date: AUG 02 2002 11:09:05 1 Last Modified Date: AUG 02 2002 11:01:58 1 Submittal: REVISION 4 03 Ds ;t. 9 1 1/2'-4- WE ROCK CORE 4" CLAY LINING 0 11 � Q BERM 18" TOPSOIL 66.4 NEW 4' HIGH VINYL � � 65.4 GRAVEL WINDOW HIGH VINYL COATED CHAIN LINK o DD CHAIN LINK Ej' X OFEXGFENCE M ENCE ATCH COLORU EXG CHAIN MATCH COLOR m D \910M LINK FENCE G FENCE A A L', t ' 6' 9 75' 9 96' 18 65' 9 9 75 6' ' 9D w f•- N COMPACTED FILL 4" CLAY LINING -II ktwwPOND SURFACE BEYOND CROSS SECTION .T P OF BERM BEYOND TOP OF GRAVEL WINDOW �'- GRAVEL WINDOW SECTION OARRY SPALLS TOP OF BERM ELEV. 6.40 GRAVEL WINDOW 3EYOND 2' 6' 9.75' 9.96' 61.08' 8.64' 5' 8.64' 32.69' 9.96' 9. ' .5 V) FUTURE WET 5 -0 RINE-W = O _ _-- __„_.._ .._...., _______.__. ___._._.--_-.__-_ ....,_ .. __-..---_ _,._.__,_-.____ ___._.-_._ ..--- _.-_-...._ .. _--_...._ _ .-. _._.____...�_.___ .__ ____._ ______ EXG CHAIN LINK FENCE POND WATER SURFACE 70 r . -- __ i T - I . -._ __-- , fT z ,. ! I I .I .. i f L . 65.40 TE T SINGI E! ECOLOGY V 6 : TY :: _ __ _.. _� __ _ ,-._.._ Q I 70 _._..,..__._..__.,._,____ _r.__ _ _.. _ _ FILL COMPACTED 0 90X I I ? 1 f i SINGi ECOLOGY DOT. OF POND 2 2 BLOCK WALL Vy/: ... ? I . I ... ! ::: ! I ... ELEV - 69. TYP .. W/ I ! BLOCk WALL J 00 4" CLAY L NG 4 BERM DETAIL G2 NTS ARCMITECTUAL :. 2.5 : I i f i q co 1 . : � ! ..... . , . I . i 1 . 1 ... ARCF{ITECTUAL � > 1 FINIS�i EXG GRADE 1.. f ... I . I I I I .. • . . . ° .: 1 EX I i -FINIS�i � U G GRADE .5 25 YR POS DEV. WSE= 67. _ ! 'EV = 68.00' G GRADE a , ... \ o 0) 68 }_ELEV ..- \ ; ... : ......... ..... ; I i . /j\/ ELEV = 68, , ... 1 . EXG GRAa ao V) v i -- --- -- - I II-1 I-1 I T-I ► I -I I - ; j I \4 68 , .' I M TOPSOIL .... \ . ... I .. . ? :: �% ... i \//\//\// ► N IFt I I i I ... � I. I .. ( �\\ .\\..\\ ,\� W I i BERM SECTION I /f`� I UILT UP FOR FUTURE \//�/f� SINGLE ECOLOGY , / i { : :: Z 1\,�\,\ , :. TPOND LAYOUT EL=66.4; ,�/%��i.,\i,\\ /\\ i \ \........ RM $ o `` I . /\�f/ ( \ I BLOCK WALL W� ! j .. 1 ...... I : Z I . .... i I E DTL 4/G2 1 \\f I / •/,i\/� `/. //� // �/ ...... I Z f ....--._._. _ , .._ .._,.____.. �.}._: I _ , . _ _.. _ -... - - _T_ �/\\*� j ARCHITECTUAL :\\�i\\// f i ... �\ �� ` .... ` o _-..._.__._. __,___.._....._ .... __._..._._ I HIGH SEASONALI \ ! _ I :: ► .... /f�� .... I FINISH 1 " , ------ 'CID FU . T POND WISE - 85.40 WSE = .65:40 .� \ 66 I----__ ______ _ �.__._�___ _._.._. GROUND WATER f _ ... . DEL=65.00 �1 �::::. 2 (. 2 f j\/` :: :::. i }: i \\ a65.40 \\� .: q -�M / ' Z O n t j j: :: /\ 3 I (::::. I::. I:: I.... :. 3 j�\ i : : / �: ( �\` II.,.:: :::1 3 I,. ._._ ? 64 :..___..__--__.____-._.._.... __.- _.__ _1 __._____. __......__ ___ _-_ # .--_""" ___._...-___ ___ _..-,.,.f,__.---.-_-.____,___,__[.._ , ,, .. .-_; I I �\ � I �\ .. 3 E N I 1 i I 64 .. ! �/ ..... . :_1 _ i u) . . i .. 3, 2 DEAD . ' \ f �y. f .�laq(::. I:..: f�\� '...:: ?\ I I::. 3;32'DE :::..i..:::. U �¢~ r I I / ! i .... ....... i I (: [ I STORAGE I I 1 ; :: I . �� i t I . gpTT OF POND: .. \ 1 % 1 ...... . Ell fi3.Q8' /, t' ..: ._._.__._,:. �, �� ... ✓. _ - ._ _--f_____ -__-_ _ _--_. { I BOTTOM OF POND . I . \ ..... .... .... I 62 , �j� <f/�`/ / ` ._/.. /\f �j. ✓� . _.____�_i �j l/ j<f j I . I : ; . . . . . . . . �, - i I / / / / f / _ _..-._ . LLa1 ? i . y\\;i \ \ii\\%i/�\fi�i��� \f\\if\\\ , I if\\%�\ ��f\ i \ \ ,% 62 I ELEV 62. i/;�t7/. / / -- _ _ __..__-._.. �y _ _. -- - . . I / /`�\ /\f\/\ / f\/ �f\f \ff\� \ \ \ \ \I. TEMF)RARY SWALE AS NECESSARY TO CONVEY NOTE: ADDITIONAL TEMPORARY SWALES ' . I ' \ \\i\\f f \�\\i \i',\ \\ �� f\ /\\if\\i�\\ /\\ice//\\f� \ /\\i/\\/ \ i �j \j \� \j • • 1 ~ SURFACE WATER TO TESC PONDS, MAY BE REQUIRED DUE TO VARYING j " I /ice/\ \\�/ifs, r\off/\yam\�\\`\ \\�\%\\�fi1��%\\\i\\i\y\\/\ice\\f f� I I \�/\�% �/\ f ! Q m 11 1 4 CLAY LINING j 4". Cl�►Y LINING://\\//\\//\� 0 LOCATE AS INDICATED ON CITY OF SITE CONDITIONS DURING CONSTRUCTION. [ ALL AROUND Po I ? I . . I ; : I Q T i _ __ _.,_ - -_ _ _..__._.-_. ___ _:_ :. 1 -. - • . ' _ _-- _._ _ __..._. __ . ALL AROUND POND : ........ Q AUBURN APPROVED CIVIL DRAWINGS. PROVIDE ADDITIONAL SWALES A gp I___.-___ __-__-_:_ _ . _ __ ____.._. _._ ___ _.____.__--__._.___I_.____ _-_ _ __..__.__..._. _____._. _____.. __ _.__ ___.___ __. . 1.:_-_ ___:, __ ._.._....... __..__ ._ ___-. _,_-._- �_-__:__ ._:.__-, ._ ___,i .:____. .....j___ _ ,..._ ____ .µ ....I CL_ LOPE 0.005 FT./FT. MIN. NO ADDITIONAL COST TO THE BERM AND BERM EMBANKMENTS COMPACTED 60 -• - • ' • - OWNER AS FEQUIRED TO DIRECT NORTH -SOUTH TESC POND SECTION SOIL TO 95% PER ASTM D1557 PLACED IN 6" NM 1. BASE CONSISTS OF 1/2" THICK, 2'X2' PLYWOOD WITH CENTER DRILLED 5/8" STORM RUNOFF TO THE T.E.S.C. G2 LIFTS, SOIL SHALL BE A MIN 20% SILT do EAST -WEST TESC POND SECTION 1"=20' HORZ DIAMETER HOLE. 2' MIN. PONDS%. 1"= 2' VERT CLAYMAX 60% SILT; MAX 60% SAND ; . (TYPICAL) (TYPICAL) G2 HORT = � LiJ 2. BEDDING MATERIAL, IF REQUIRED, SHOULD CONSIST OF CLEAN, COARSE SAND. '' I_ 1? ;?'. ,1:1f+=;1;T ;�=20; 1� II 'J Q 3. „ MARKER ROD IS 1/2 DIAMETER STEEL ROD THREADED AT BOTH ENDS. 3 t1I•::�I r:::: ,.. w 4. . i, J. MARKER ROD IS ATTACHED TO BASE BY NUT AND WASHER ON EACH SIDE OF BASE. TYP, 1' MAX. WATER DEPTH m .. Z 5. PROTECTIVE SLEEVE SURROUNDING MARKER ROD SHOULD CONSIST OF 2" (/-) ~ DIAMETER PLASTIC TUBING. SLEEVE IS NOT ATTACHED TO ROD OR BASE. W = TEMPORARY SWALE I-' 00 6. ADDITIONAL SECTIONS OF STEEL ROD CAN BE CONNECTED WITH THREADED Q COUPLINGS. G2 NTS . PE: N o t I 7. ADDITIONAL SECTIONS OF PLASTIC PROTECTIVE SLEEVE CAN BE CONNECTED WITH PRESS -FIT PLASTIC COUPLINGS. NEW BLDG. NEW BLDG. LINE TYP LINE, TYP. 8, STEEL MARKER ROD SHOULD EXTEND AT LEAST 6" ABOVE TOP OF PLASTIC 78[--_.-___---_,-._,--�_,_._.,.-__ --___ PROTECTIVE SLEEVE. .... _.__._ .-_1-,­­.­_.-----­­­4 77r--.__,.___._--� �� FILTER-- 9. STEEL MARKER ROD SHOULD EXTEND AT LEAST i" ABOVE TOP OF FILL SURFACE. i _- , 76 l.....__ _,__ FENCE I.PLACEMENT AND Y I THE FILL AND SURCHARGE E .--,__-_-_._. 10. MARKERS SHALL BE SURVEYED DURING E LL 1 T AY AFTER - ---- - THE 1 4 4 AN SO FORTH) DAYS.-_.___.._.. . „_.-...__ T INTERVALS F 8 6 32 8 6 D THEN A IN E LS 0 2 THE COMPLETION OF THE FILL, 5 74 �._.---._____.---1_ _._,-_--_ __-_..,-.. STEEL ROD _ _._ _ ,-..,,_.,-_,__ _ ...-, ,.___,_. ..-,. . l _._-__._.__,-_. .... --_ ._ _ P T T V LEEVE 3 ROECIES [,F i r_..___._____-_.__-i_ _._ i.._.__.._._.__-.___ ,-, _-. .-.._ .. .• 72 -- .- y' 1--_------_ _ L- _ - RCH ARGE . '• .. ' ... • • :.sU •' SURCHARGE •'•HE GHT 'VARIES " __,. -_... -,___,___._,-_,. OR FILL f.. "`OR; FILL .- :..:: (f. NOTES). 7 ---- _ { _ _ - - 0• • . •. , 69t -- . .1, . 68 - - - . _ ..... a .+ . t. r: x __1_ _ _}__ .._._ ._... _-_ s 7� - I.~ _._ .-_ _ _____._.._ [ -F 3 SETTLEMENT MARKER �.,_ _�_ L J_-.__ �l.-,_.._ -.,_ _.-____ -_-__.-.___._._.._ _._-,.__...,.-___.__.�___-------_._.__!-____-_._-__._._!.,___ ___,__.___.__ ____._._.___._. __ _,--_- 78 I 1 - ___ E1L�--GRADE---•-_..-..______.-_ __.____L._._______._ �.____.______ __ _. __ _ ,___.._....-.____..__. _,.__.._ ..__ ._..______ ...._.-..._-..__. __,.._. ..__....._..,.____ __....._... 7 j �l_-------.._.,..,--------•-.-. 7 ._...I TYP. 1 F,T I • 76 _-__---f_ �' -f Q �.______.,_ t j, I '' W _.--_,__,,__ _ _� _ _! _ I_-_ l _. SIDESCOPE: 2H.TY; �iAX. TER___ _ _.__ ___._.__._­__.._.1 .___-_.,.___.-.__. _______._____..__..__. __..__.-._---._ ___ _._ _E�. i _I_. !�,� i 1 _ �'V I t \ ' ) t ,*�­__ . , ,",-..--. _­­_..__..._.4 ... ­____,.____.__.... ­_________ r____,---.--I- - ---- ---- ­ ­­- 72 t V J / I I 1 I Z 1 I__ _ _ __ _ _ I __. _._ ...,_.__.- _ __..,� __ _.____ _____ _.____._�__, _-__..____f_ ._.___..___ __I .___-..._.,_.._ 1� 7p Q -� 1 __ ... .-.,,,-.._a GRADE.. �_ _, L... _� _ fi- -k _ 69 �--- I I I I I • 68 I J _­_.___.._­_..1.._­ .'h_ ' ^ , } - v , Li I _._.- __ _ __.__,..___ -_. i__..__._ _.,_._.___,,,. ____-_______._ �.____.. - ___ .____l.._ ._.._ ._-_..___. w - ,-.-..... __ ._......., -,... _._ -, ,.,I_...___­­.,.__­__1I. -,. ----.- --- -_,_ __ _-- _ - .... , _.__ ........ _ ......... 66 �I � i } __-__.-.__ _____ I ._____.___._-__-_._ _.-___..___ ._ __-_L.____.__.__._ . __._-.__.____-_-T__...-.-..___ -- I I__ }_ 0) N N G2 NTS -0+50 O+DO 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5_r 6+00 0� o fo-7 cz - T BERM COMPACTION WHEN ADJACENT GRADES ARE LOWER ALL POND BERM EMBANKMENTS SHALL BE CONSTRUCTED THAN 1.0' FREEBOARD, CONSTRUCT OF SOIL COMPACTED TO 95k PLACED IN 6" LIFTS, WITH 6.0' WIDE BERM ALONG LOW SECTION OF THE FOLLOWING SOIL CHARACTERISTICS: 20% MIN. OF SILT POND PERIMETER. SEE "BERM COMPACTION" AND CLAY, 60% MAX. OF SAND, 60% MAX. OF SILT, WITH NOTE " NOMINAL GRAVEL AND COBBLE CONTENT. ' I 1----.__-_ -_. I 1.. _.,.-...__.___.__.__----t_-,_....__._ ._._.. _,.-- -•- _,_.,__._,_-......_ _ �_._•_._.__...__._.....__. ? I ___--___.-.__,......_ _ }-_.____ __ 10' �ENCH(TYP) B�TMVEEN EX PRE -LOAD. __ .._ , __.,..__ - _ _ __ NE PRE LOAD F _.._. _. _ _-_. + } _t0.•_„_-_.._--_-__-.._._._._-._.-.._t._...__,_..___._._- L ? I _.I _. -. -. _ . __. _-. __ __ _ ._ ___. ; - i LUG FINISH _ __._...__' _,-._.__..._.__ I .,__.__----,__-._,.__._________- OOR 1 __._ _ ______-) .._---_.__,__-__. _.___._1_.-...-_ -.__,_-__._._____.____._____._1_­._..._.___ i__,,._,--____._._--- I I1 , -.._.--,,.-_-.____.t_„____,_•____._--_ .._.._-_.__._.___.__ ._f .-BLpG_ I __._.__ ..___. _....,._..____ ._._.I__..._. -.. _ ___, ._.__ ___-._.. _ _. . I d- _ _.._, _-._._,__„ .. - - _.__ _ 5 -TYP. _ - i1M'ii it611:-FP:-- _...., __ _ t- „. _ 1.. __.__ __ -_ _�... - _ _ 1 I El... 75.E - - - ___ _.._._�.._._.._ ___ I ^ ._ _ -_ - t .._._..____ -- j._ �.. -_ 1 M�1 1 __ .._.. .---„--,-.,..._. , t i , ___ .._ -----+-- _-_....-.._..._.,. f -...--...... __._.. - ._ [- -- - - __,_. t t - _ - - - - ^ - - _-_.._..- _ I _ ___-. _ ..I.. __... -1 _____ _,_. _ ._ .-I._....'- __„_.,....,-____I._._. - _--_.._._ ..-_-.. _,_ _.__..-_,. __ _ -_-_..._.._ -. ._- -.z__ -_.. __._ .,,__ _ _ ___ .. .._ . __ -- .,.. __ _ f -. _. I -\ ' .•._....._.._ _._.,-_ .... __... __ _{_.... _.,... ..... __,_.._,. ---FINAL �DG-FILL-GR ____..-_______.__; _-_--._.---__-__.,.- --- __,_-_-_-_-._-_----_.___....._._.___._lI__.,...,_.._ ..--_-_- - _ - --_ _ .____._______. 1 -. I _. ._. t� -._-.__._______,__.___.__,_.______ *___.. __..,_., I ___.____1____----_.___ _-.L_, j.___..__.__.__.._.____i..__.___._-.-----_�.__.___.,_____ : __,-._._ __ ,__-_____„__-. ___ _ _.__.__ _ - I _ --__.__._. _- _ _ __._ _.._...-- _ _.__.-__.__._ i $__._.___-.___: 1 SIbESLOI: , 1 _. _ ,..,...__.,,_,�.____ ,- -.}_ '._..__.____._.__..._-?--__.�_-_.___ - _ _-._._ _______.-..__._-_}._____ - __ i 2H.1V, MAX. .___..___._ ,_____:_/.,._.,..-1.---.__________ -_._..__.__/,_._....__ I f ._,_-.__.___._._.______..____._,___.t_..-__-----_--.--_ __.______._.-.w_�h_,_-•-.--:____-_..-_ r }_____.____._.__-t--._-____--_.__-.�_.._,_.__.____._._._i____.__.___._._.___I: ' I _,._..•.---___-_.. _______ _,_._,_. _ 1 F IAL BUILDING---__.____..._._- _--�____-----,-_--_. filt GRADE Y �,__------_,_-_�___- __.__...__-.-...1__.� __.. _. , , , N I f I t I I T , l ? _ [ ,___.,..-,_-._.__ __ .__ .. . _..___ .,_ _L._,-..___ ._.___ ,.__._. _ _ _.,...�-_.._......._- ! __.GR/D,_._e_,_._-_-_____,_,_.._._-. __.__-_.._...,__ _._.____.._..EXIS w . t.___-..__ I _._-.,_ _'.___._,..._.I..__-.__-__ EXISTING Ate � 1 ....._,.___._.--_.__...___7.._._._____._,____._ ____. _._.____..,� , _.-.,,_..__,_._._____..__ I __ ___ ____... _1 -- F____.__._._.___.. __-.--._.__._.___-.;___..._..__..__-_-_... i I - -" _. _-__._.TEMPORARY .}____ ..., ,_. _ __. / + � I ! # 1 ______.-�_________ ___ -- -- �,.-____-__I_._.__.__.__.._._. SWALE t I i _. ._ ___..,, I /J• _______i__ i _______. , 1 1 _____.______ ._______t;-_ i Iit .-_ _.__ ,__, .-_ _ L--- ------ .-----.-f--------------._.. ---- _,___,._. .. _.......__ ... , __.________.__.. : _....__.... I � _- _ _,... _.__.._ _ j __.... _ _ .�... - ` _-t._. -. _.. 1..._... _ -_-_, ___,.:.._._, . _,_„__. -..._ � ___-, _._.___, _.._ , ...,__ __._.___, -_4 ....... _ __.,.}. - - -.... ........._ r IDRIGINAIL Si j �. �__.,..__,__.___ t �____-,_____,___ ___.*_....____.______. l _---_.__._-_---, _____._.__._-.-_,_....._-_.__ i , _ _ -i _ ------_.-__-....,_ _.,-__.___.._.__...___._.._ _____._...__.-___�._:_:., ___._.______:.._..__.._____,..,__ � __„ _.___.-_._,___,__.____-.._-.-._..______ _ -_-_____-_-_,_ __..______f_.-...._..__._--.___,._,.__._-__-_ 1 _ t - -___.. _, .,_ 1 f 1 t t , _..___- , 1 � { i - _ _ __.____ ._..._ .._ I . __......__._1 _____.__._ . ..... � ..... . .... _4 ------------- _____-_--___;___ I I � . ........ ______.____..___1 ' "----,-,-- .-.-[--------..--.---�----i----,--,-----.----�.-.t---------...--.--""---*,-,--------"--* - - ' ____ - .-.-- _......_.._, _ I. _ ... ___. _._._ _......_ --_ ._, _.-_.___._...,_._ _.. _ _ . _. _ _.._-__,._._--_..-____-...___._1._,_.._.__.....,__'-I-,.__.._..-..__.___.-,_,...___.__........___,..__-__.___-.___.._1._. t , t _.._.___.....,__.�___..-._.__._,.._-___.__..._._.,-.. _ _a_..._,_ _,__,._..,. j _-.________-._., _,__,_,___._- c _..._.,._._.___,... ___.____,_.__, I 1 I _ ___-.___.___ .... _.__._.. _.._ __ _.. ____..___..__ __._..-.-_ -.____..___ _�..... I _____.._.__. .j __._._ _,__ ._.._._.___._.-_.f-_ ._ _ _ I I . __.__ t_ __.._ .____.. _ ___._.. ..__.__.._ _.-__-_ __.____. _.,..___.____, _. 1 .q _ , i II. 1 _____, _,,,..__.__._. _ __..___ __.,___. _._ _. _ _L.. I i I I I I TOP OF POND OVERFLOW 48 CMP S ANDPIPE NEW BUILD LINE (TYP) SILT FREEBOARD = 69.30 OPEN TOP, CLOSED BOTTOM �- FENCE ENCASED IN CONCRETE ,-..-FINAL BLDG FILL_. GRADE __ _� __ __ kTTr) I I _ _ _ - _ .... 0 77___ _---,__�_...... _ _ TOP OF PONDING = 67.96 1 S0i1TH-_-1 / �( �, o 0 (DURING 25-YR, ' \ ° ° o W 24-HR STORM) I 76' _..-_-_ . _ L_ _ _ ___. _ I ', If ° oo75r-.- EX FENCE rA­,\ SECTION_ G2 HORIZ. 1 "=30' VERT. 1 "=3' It NEW BUILD UNE TYP 10' BENCH(TYP) BETWEEN __�__-_.___,__..._.-.T.,_._. ____. __.-_. .__. ____..--_---__-__._- __-_----.___.-._.__-__---_-,_....�---......-_______-._------,__-_.___._-.,t-__-_,__-,--_-T.__-_-_-___ -__ I t EXG PRE=LOAD FILL TIT _.__I ___.-------_._._ +. ! __�.__..__--__-_-- _- S-.__ .__.-_. � � FLOOR i _ I.____.____-___ _F_____._:77 FL. 7�5 . fi__._ ._.__ -NEW PRE-tOAAD--FILL--- t _ 5' T1___._.._____._._____._._.___._ ___._.__._ I --- ---__... .._4_-- _ ...,...-;_.___-• -• _,_-..,- ,_. - -__ _•-_._ . _.._ _,__ ....._ _.. _._. _. _..__ „ - - , t---� 1 76 WATER TIGH �, C ° ° oo, 1.0 �, ► 1 Ft�TER FENCE SEAL S// f o 0. ° 1. '0 o . �7, 1 t/2" WASHED ROCK 74 EX. -RAIL 1KD IyGRAVEL CONE 1..-___ _- _- ____ SLOPE__ �\f 73? -- _ I _ _. 8" PVC SDR 3- , °`V 2H: tV, TYP. L._______...___1' _ .... .______ H 1Vl_M i 1 DISCHARGE = 1.25 CFS INV. ELEV. ° 72:,-__-,-___--._..----___._. _.-_ -_---..____ . PREDEVELOPED STORM 65.40 0 °� oro 71; =� ----- --..__.-._.._ ._. _._.� �__ _._.__,_.__ 3.32' OF DEAD r._____-__.___ - ______.___. ____.____.___-_}__�__\.__- STORAGE . 1 _ _...... _ 8 x 8 x 8 PVC TEE 70� • • � ! - • • I' -1. RUBBER GASKET JOINTS � / BOTTOM OF I I .__-__,.. __ _ __ __ _ _ I •"o < \/f'� f t �ooI POND 69� _ .. l _ 8" RUBBER GASKET o ro . -_ _ .-. ,__ -,_____ _,._ ,._ ORARY� ' .. •.. \ o ! TEiNP 0 w 1( 4 1 PLUG W/ 5 5/8 aA. Q�itfICE••: /��i , oo sal.__ �._ w sN�ALE- s CONIC. BASE • • • ,. ,� \ i I I" W S\\/\ \ .. I _..- :_ - ? _ ___ .. . COMPACTED GRAVEL BASE \ \ \ \ \, \ /� " i_-..-----_.._�.___.._- / / ' \\/\\' \ \\'\' 1 DIA. TYP., 40 HOLES MIN. • 10 I / \////\\//\\//\\�////\\//\//\\//\�/' O.C. PERFORATIONS SHALL BE LOCATED /j//�//�///�/I/��/j//i� WITHIN THE LIMITS OF THE GRAVEL CONE a GRAVEL CONE CONTROL STRUCTURE 4 G2 N.T,S. ,­ t � ---__--_._. ___-_.______ _.---.----__. __-_.____---.._-I,---,------.__.____-___.._,----.��-'._ ­_J__...­ ...... ­­._­__.1..__ ....... __.___._ 7 1 ___I _.._.,.__.__ ..,.--_._.-}_____ _.,_-_--__-+-. - __,--___-. .._,.__.__ _._.__,2- ._ .. _.21�;.1N T__...___._.._,..__ _ 1.. I I , __.. _.-I _____.----_.__..__.�______._._----.__-_ 1 ! __.- - -I - T [ I `_. ___ ____.____ ___,,._,-__t..�_,_-_,_• ... .`ter.-_-..___. �..-.-- -y_ _. f I j ; ORIGINAL SITE GRADE I 1 _i_._._._.___..,_.__-.� ....__.__..-,L----___........_._„__„_�_,-____.__•.-_-,..... '.... ____ --- ------..i-_-_---._--__-.._..-_�__ i __--_,._, -_:._..____._-._-_..�._._-,_..-._-_-.- _..i_._....____-.-_._-._-__,._..-_-, .*w -__I .. .�._._-. _..___-___._. 1+00 i+50+00 B SECTION G2 HORIZ. 1 "=30' VERT, 1 "=3' -_____ , ____ .-_..___.. _,-.________,__.___j_-,.. ___I I �. _. a_____.,__-_ ? I NORTH,$.-.. _ I - -- ._-r- I __. _.._ ___. �_______._.; _._ ___ _1 _._A__NN-11 1 ...... -- -.- ---i - ._ _..---- -- - _ t' _,,..174 I J_.. ,--.. __ /._-_ EXG - :.AP_T.._-. _,,,..._ __ - __ __._..._._.-.. - - - _.-__. .___ �__._.__.____ ____.__.-�______ _ _. BLQG�_.---.____ _-T_._._._[73 ,[_. _- _ II i I T,._ ? i - _.----_�...-,�:­_-­.�­-_­ ____--_ .____.t-_-,..,_...._ ----. __},__-.-- - ---- - ..__.___.__---, ,.___-_.-_-___--�_-__-4 OPE: : I I __ __._._ 72 L _- MAX._...� FILTER- - _...- I _. _ - ........ _ _. __,.. 71 I \ ¢ �ENCE,...TYR-_.,_.._ _ / - __ � _ i _ ___._-� ___ ..a .---_.__ ______ _.____._ ._ __ I i c1) 0 X w W o � � Z cr 0:: L„ Z Z Z � 0 ° a m m Ln � _ � ¢ a ?I9 W U_ L_ v (D O Z o � � � LO c.) v Z �aa_0- to�<NOd. y 9,E W Ae, .1�1A F, G q t�' ...__..-___ ___.-..t- . _ ._...._ ______ ALSO LIANTS-s , �t9 I .._ ___. _.s----- .,--•- ,_ ---... - O . -WORK)- r_,._.._ j /U� 3 M �� o 2 O 4. I I _ -T - t _..r . - 69 I' I t____ _ I . _ _._._-_..,_.__ . S_, .. -_ P 1 I f `1 TORirI # . 2 S lE 0 RE#�iOVE _...___... j ._.._.__._i 68 NAME AT TEW- .W-AR..___ _..._..-__-._---._,__ _..-,._..--_.._-_--._,._ _-_.-_-.,._,.. ,..�_. _.41_ „i sW .E....- _._ .., . t t ,._,_- - -----_1'­----.167 -_;_-_-_,.-.__...___, _! act,--_-.-__.-__. - _ 1 _. UTILITY CONFLICT NOTE: RECORD DRAWING CERTIFICATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THESE DRAWINGS CONFORM TO THE DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON CONTRACTOR'S CONSTRUCTION RECORDS. 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 BY; � 21= - -- DATE: / 03 OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TITLE/POSITION• 1"% naci.,ep Svrope .I SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE - SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC CONFIRMED BY CITY: DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2 i -° 61. Z 11 103p 44 c R ti �curo STE �oNA ' sr a L E EXPIRES 6/23/2004 PROJECT REF: GRA02-0013 DATE 6/11/02 THESE PLANS ARE "APPROVED" FOR DRAWN AM CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS v $41o2 CHECKED P.A.D. Approved By. i i_-y�' - C4JOB NO. =S 9209-146 Date Approved: W/ Z10 V. SHEET NO. G L ' ___j S:\02\02027\NEW-GRADING\G2-027.dwg ( Drafter Name: 0. MAJOR I Plot Date: AUG 02 2002 11:32:33 1 Last Vodif?ed Dote: AUG 02 2002 11:29:48 ( Submittal: REVISION 4 P;- Pi"_ �3 O �7 �� CODE NOTES LEGEND DESw7m ZONING Mi SANITARY SEWER LOT SIZE 164,938 SE. OCCUPANCY 62 STORM SEWER TYPE OF C041111RUCTION 3N, SPRINKLERED BUILDING SIZE 73,992 WATER SETBACKS: NORTH = 54 FEET CATCH BASIN SOUTH = 33 FEET SS MANHOLE EAST - 71 FEET WEST = 111 FEET (TO STREET CENTERLINE) CHAlNL�IK FENCE WATER VALVE DATUM FIRE HYDRANT CITY OF NAM BENCWARK Q MASS SURFACE NT BLOW -OFF AT THE CENJUILINE OF 2ND STREET N.E. AND "A" STREET N.E. ELEVATION. 714111 CONTOURS SETTLEMENT PLATE OWNER LIMI TS OF WORK GATES, GATES & GATES TEST PIT ATTN: BILL GATES 701 "A" STREET NE AUBURN, WA 98002 FILTER FENCE (206) 939-8206 DRAINAGE SWALE ABBREVIATIONS LEGAL DESCRIPTION z z Dow NEW D.1. - DUCTILE IRON LOT i EXST. SAN. SEWER C.O. - CLEAN OUT - - ` - - - - F.H. - FIRE HYDRANT .. THAT PORTION OF THE NE Y4 OF THE NE V4 OF SECTION 13, T 21 N, R 4 E, EXST. 12" STORM L . F . - L I NEAR FEET W. M., IN KING COUNTY, WASHIVGTON, DESCRIBED AS FOLLOWS: - - - L/S - IANDSCAP I NG BEGINNING AT THE NE CORNER OF SAID SECTION 13, THE TRUE POINT OF SITE _EXST 8 WATER _ 4 D/W - UR I YEIW4Y LOT t BEGINNING, THENCE S Oi' 55' 53" W, ALONG THE EAST LINE OF SAND U' S/w - S I DEWMILK LOT4 " 8; t, S"T SECTION 13, A DISTANCE OF 285.82 FEET; THENCE N 85' 54 43 W, 8th N�. ❑ CL. - CLASS PARALLEL TO THE SOUTH LINE OF THE N 16 OF SAID NE Y4 OF THE NE Y4, A w w t- O DDCV - DOUBLE DETECTOR CHECK VALVE .. DISTANCE OF 559.42 FEET, TO THE EASTERLY MARGIN OF PROPOSED "A" ST. N Z . z 2w L,.. z M.J. - MECWW I CAL JOINT N.E.; THENCE N 06' 20' 11" W, ALONG SAID EASTERLY MARGIN, A h S N 9 -9 F.L. - FLANGE JOINT � DISTANCE OF 163.60 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A CITY ~ m FDC _ F I RE DEPT . CONNECT I ON I ( RADIUS OF 470.00 FEET, A CENTRAL ANGLE OF 06' 52' 22" AND A 5th � STD NE fill' PARK NE OH OVERHEAD I I / LENGTH OF 56.38 FEET; � THENCE N 00' 32 11 E A INSTANCE OF 68.15 PARK AVE _ R - RADIUS WI I FEET, TO THE NORTH LINE OF SAID SECTION 13; THENCE S 85' 59' 11" SF - SQUARE FEET wl I �� E, ALONG SAID NORTH LINE, A DISTANCE OF 589.37 FEET, TO THE TRUE � a 4th ST NE CB - PATCH BASIN LOT 3 LOT 2 �I ( POINT OF BEGINNING, z r N AUi3URN H/C - HANDICAP •cl I SUBJECT TO PRIVATE ROAD EASEMENT OVER THE NORTH 10.00 FEET, 3rd 1 C - COMPACT ?a THEREOF, AS RECORDED UNDER AUDITORS FILE NO. 2791570. cn f �� - I IIGH 80 P/L - PROPERTY LINE - _ _ _ _ WI I CONTAINING 3.79 ACRES, MORE OR LESS. 3 2f�Nt � T N > Q SCIIOC►- [ .E. - INVERT ELEVATION E ACCESS EASS�N�FNT -11 7 1N ST (� TRACT "X" o � 0 1st TC - TOP OF CURB - - - - D.S. - DOWNSPOUT `z U.N.O - LESS NOTED OTHERWISE A 60.00 FOOT WIDE STRIP OF LAND SITUATED IN A PORTION OF THE NE Y4 Z R/W - RIGHT-OF-WAY OF THE NF Y4 OF SECTION 13, VICINITY M A P F. F. - FINISH FLOOR LOT PLAN r. WASHINGTON THE CENTERLINE OF 2WH CH BEING DESCRIBED AS OLLLLOWS: diftHbi TP-1 SS - SANITARY SEWER SCALE: 1' = 200' BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION 13, 619.47 MH - MANHOLE FEET WEST OF THE NE CORNER OF SAND SECTION 13, THE TRUE POINT OF F SD - STORM DRAIN BEGINNING OF SAID CENTERLINE, THENCE S 00' 32' 11" W A DISTANCE S - SOUTH OF 69.98 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF SHEET INDEX. .- -� W - WEST 500.00 FEET, A CENTRAL ANGLE OF 06' 52' 22" AND A LENGTH OF 59.98 E - EAST FEET; THENCE S 06' 20' 11" E A DISTANCE OF 405.80 FEET; THENCE N - NORTH ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 500.00 FEET, A CENTRAL G1 GRADMG AND NW - NORTHWEST ANGLE OF 07' 24' 17" AND A LENGTH OF 64.62 FEET; THENCE S 01' SW - SOUTHWEST 04' 06" W A DISTANCE OF 67.65 FEET, TO THE SOUTH LINE OF THE N 1i OF T. E. S. C. PLAN -LOT 1 NE - NORTHEAST SAID NE Y4 OF THE NE Y4 THE TERMINUS OF SAID CENTERLINE. G2 SITE SECTIONS AND SE - SOUTHEAST DETAILS BLC - BUILDING CORNER 10' PRIVATE EASEMENT SST - EASEMENT G3 NOTES TET PIT N 85'S9'11" WIC - - 64 - - -AF 2791570 - FOUNDATION DRAIN -- - - _ - - s- 6Z20 I I I EXIST. 36" STORM �_ 10 PRIVATE EASEMENT 3D3. €ip -- _ _ INST. N'"AWfR FOIE Cl-ZONE °p ..._.,_ W/2 GUY WIRES AF 2791570 III I EXIST. POWER POLE �, _ 3 E 62.70 -..-� ___ - �- - -- - � - - � i °fJ =�� ; % -"� r= s4- - - - - - - - - - - EXST. 12" ST011- f _ - - -.._ s _ _ _ - _ - -- - - - IL. I 64 - n' - - _ "' F_- � STRA ALES ONG DGE EXST. 12" STORMS - _4 E ==_= i _ ` _ - WRAP l I - g ``�� "AP SETBACK (MIN.) Al} s �`` t-� �- -� = � 40 tr R" PVC - SWALE ----- / OF TLAND Tr. /I CIA I TOP OF 2' WIDE SOR35, S=1.6�G IE 64.7 - - ----- - ss _ i M 1- ZONE OVERFLOW TOP _-_-- - -_a �ti E 66.5 5 » i _ _` ___ __ _-- _ EX. 12 STORM =E 65.1 -70 --- - 1 4 E _ + TP-9 TEMPORARY / ( TOPS. T_ III I I I � = 065222 � - TP i ' � _� SWALE I I I I R= 470.00' GRAVEL STRUCTUREONE1 I P T LIMITS OF WORK TO // - 3 MATCH FILTEZ FENCE > ® Fm I I I I T= 28.22; E. (8"N 63.1 I LOCATION UNLESS I c I I I I CN L= 56.38 a a0 ® I ► I DOT.: 23' x NOTED OTHERWISE " I II oa, 1 6.6 I \ \ 1 I SNDESLOPE: 2H: IV THIS LINE PERPENDICULAR 42 8 PVC I I I I i `� � + \ SDR2 5=0.5i: I I I I I �� I I 9 80T. EL.: 62.6 \\ ` TO NORTH PROP. LINE I ' I I I I I I I TOP OF , TOP 2' WIDE -' \ 147 TO N.E. PROPERTY CORNER EXST. GRAVEL RIPR P OVERFLOW I I I I I I I TOP OF 65.1 TP-10 + \\ L DRIVEWAY =EL. 7.0 I I I EXIST. WETLAND AREA "A" I ( = 06'52'22" I BERM EL.: 66.1 \ \ � 67.1 AVE CONE ( I o EXIST. GARAGES TR STRUCTUR I I I ( R = 530.00 fa `,\ \ TO BE REMOVED TOP (8" I I/ � -�--► i 1 65.0-1t.0T = 31.83 SETTLING BASIN #1 L= 63.57 BOT.. 10 x23 E 66.3 # TE5C 2 BOT. 18x2 BOT. EL.: 62.6 EL. 72.0 SIDESL(PE: --- 2H:1 V ----� ------ G2 __ I BOT. EL.: 64.5 II I 1 i I I I I a WETLAND EASEMENT EL. 72.0 TOP7OF I I TOP OF TP-15 + 2H:iV w AF 9507260113 � 64.4 4.8 D .. s RIDGE ® 72.0 PONp I I q POND EL . 67.0 i ► I � I I I -- I � �J TOP � 1-" ® G 2 IE 64.1 66.7 ( BERM EL.: 68.0 3 V) SWALE IE 66.0 1 1 IE 64.1 TOP OF BLDG. 1 N PAD FILL, TYP. NEW BLDG.+ TP-8Iz •• G2 / _ \ LINE TYP. M I REMO / /. AR� - 1 i 6%" �., TTUNG BASIN 2 z 30 + TOE OF BLDG. M T Rq �� �� f 30 64.8 PAD FH1, TYP. I �,, I� BOT.: 10 x1�` 1 (TO MATCH I EL. 7 I 0 G2 N BOT, EL.: 64.5 EX. GRADE) I I -- 62 LAM TS OF WORK TO �-- - QUARRY R MATCH FILTER FENCE I \ ` ��� 3 FABRIC IN THIS __ 65.1 ENTRAI�CE�/ LOCATION UNLESS 2H:1V TP-14 I REPAIR FILTER - 64 - - ----- - - I - 1 + ROCK ECK _ NOTED OTHERWISE 1.2+ 7-D _ _ SWALE 1 DAM // 0 1170 LF FILTER I 1 AREA AS NECES ` I FENCE 64 TEMPORARY Ar j cp SWALE � N II-T 5 EX. 12 r---° -- ` IE 61.81 I - - ' ST - _ __ CONTRACTOR TOi'L--- ----- _ _ PROVOADT MPOR NGY- �' - -- ` -- EXIST. 3i0" WATER ` J J EMT. RAILROAD SPUR SURFACE N cs EX. STORM MH RWI 67.05 IE (E,W) 62,60 WATER ;r LV AND MI -ZONE I � (FLAG +k TER BOX NI EXIST. 12" STOR - - w FLAN: R.POOTECT) I / 12" 6s IE1 62.68 MARV - 8M \ 6? ST I l E - 63.70 \ ELEC LK EAST. STORM ij. E \ 6 .3 % ! EXIST. 12 I," / IE 62.12 j STORM � �, I , Z = 54'45'48" 1 IE 63.84 1 R = 459.27' EXIST. 12" 1 T = 237.88' STORM 1 �, - ---_ 71.0 >o o I A SWALE + TP-1 -^``_'' / ","`_'• -�. . T , I QIyARRY ROCK - o_--___-- 1 68.0 TEMPORARY W------ - - SWALE 500 LF FILTER E 8 2 - L FENCE ENTRANCE _ tV SWALE / - - 42t - - EXIST_24" STORM EX. STORM CB I EXIST. 6" WA EX. STORM C8 a E� E,W) 63.65 coC I RIM 67.86 FLAG &PROTECT E (W,S) 64.E " PLACE FILTER 16 G BUILDING GRADING AND T.E.3.-U. SCALY 1' _ w _ E W x 0 z z Q < --1 0 O Z C 0/' W 0+ F--­� IN Lu EXISTING BUILDING I F.F. ELEV. 72.00 ,�, GRA 0013-95 DATE D��aIRi�:J T I Ow I-84 9 f l /n ' DRAWNT M PJM5 ARE'/11NPROMEW' FOR A.M. UMMOM 901 If CM OF AUB M CHECKED o�soN*s I�gIIIII�Iorrs P.A.D. ., JOB N0. ftp IF %ft AW3 �� �g` SHEET NO. G1 O'S 1) 17I°( 74 7: 72 71 7( 6� 6� @67 F�14 6! 64 611 62 74 72 72 71 7C 65 6E 67 6( 6` 6� EAT R INES -�'• - ---- OOR F FL NEIA LK, . -T -BLDG.- TYP. — _ 5' L - TS OF - -- 1� - - - - - -- _ - -- - --- — - SIDESLOPE: --2H-4� MA)- -- � BARN G - _-------- ---- / - - - -- -- _ F OF TER__� , TYP. �y 1V - -- -- - - - FINAL t - - - �- _ - - _ - - - - T1Mi P(1RAi1' swou A - - - T - - f EXISTING - TESL POND - - - -- � --- - Ut W Ut m f tuv I t ill L T W LT 3j .aTw A III G 2 H'112. 1 "=3( VERT. 1 "=3' NORTH -- - - -- -- -- -- LI EX. ENCE c 5'' FINISH FLOOR -- _ --- -- -RY - - EL. EX. R AD _ SWALE --� --- - - --- — S TEirO'OR Y OIL - -- FINAL SIDESLOPE: -- - - J 2.H:1V, MAX (ALSO LIMITS -- --- - - - - -EXIS -GRAM - --E : 1 r-S ---- IE 2.0 Utw 15\ 2 I TJV SECTION G2 HORIZ. 1 =30 VERT. 1 "=3' 4"-8" QUARRY SPALLS, 18" THICK BOT. OF POND PER PLAN L 7"VV T w v vv TEMPORARY 6' CHAINLINK FENCE ALONG POND GRAVEL FILTER f'ERIfrTER WINDOW PER THIS SHEET _ 1TW EXIST. 6-FOOT CHAINUNK FENCE FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO EXISTING FENCE 74 73 72 71 70 59 57 56 65 54 53 52 PROVIDE 3/4"-1.5" WASHED GAVEL BACKFILL IN TRENCH 8" MIN. FILTER FABRIC ATTACHED TO EXIST. FENCE I2 N.T.S. TEMPORARY SWALE AS NECE'S�ARY TO CONVEY NM' ADDITIONAL TEMPORARY SWALES SURFACE WATER TO TESC PONDS, MAY BE REQUIRED DUE TO VARYING LOCATE AS WATED ON CITY OF SITE CONDITIONS DURING CONSTRUCTION. AUBURN APPROVED CIVIL DRAWINGS. PROVIDE ADDITIONAL SWALES AT SLOPE 0.005 FT./FT, MIN. NO ADDITIONAL COST TO THE OWNER AS REQUIRED TO DUCT CUT OUT W FREEBOARD STORM RUNOFF TO THE T.E.S.C. BERM AT SWALE INLET - 2"' PONDS. --ftwl LOCATIONS TEMPORARY SWALE 1 -II OFF, S=.005 MIN. TYP. �-n 1' MAX. WATER DEPTH PORARY SWALE MAX. GROUNDWA ELEV. APPROX. 12" BELPER G Of REPORT SOT. PAD PER SECTION -- TESC POND & SETTLEMENT BASIN N.T.S. GRAVEL FILTER WINDOW N.TS, 12" MIN. 4"-8" QUARRY SPALLS 0 n QUARRY ROCK ENTRANCE N.TS. PROVIDE FULL WIDTH OF WRESSAGRESS AREA ra WHEN ADJACENT GRADES ARE LOINER THAN 1.0' FREEBOARD, CONSTRUCT 6.0 WIDE BERM ALA LOW SECTION OF POND PERIMETER. SEE "BERM COMPACTION* NOTE. ATE. WIRE FABRIC OR EQUAL 2 x 2 x 14 GA. WELDED FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE ;. # ■�rr���.rrrr�rrr�rwrrr���• tl'-1 3��1 a� �I- 6=��, 1 P •=� ��i;-If IS 4I�11 Its=�l � • • 9l r FILTER FABRIC FENCE N.T.S. An 7MINUS QUARRY SPALLS) 5' ROCK CHECK DAMS N.T.S 0 o .yam ,U o x W Z w z z a ./� P z a W c� m C ' tA_ LLi (`�w z ! r-•- W `0 0 uj W V) W BERM' COMPACTI(1N ALL POND BERM EMBANKMENTS SHALL BE CONSTRUCTED „� OF SOIL COMPACTED TO 957, PLACED IN 6" LIFTS, WITH THE FOLLOWING SOIL CHARACTERISTICS: 20% MIN. OF SILT AND CLAY, 60% MAX. G SAND, 60% MAX. OF SILT, WITH W NOMINAL GRAVEL AND COBBLE CONTENT. 9 48" CMP STAM+E OPEN TOP, CLOSED BOTTOM ENCASED N CONCRETE FILTER FABRIC FENCE TOP OF PONDING = 'A' GRAVEL CONE (DURING ° ° 25-YR, 24-HR STORM). 1- T, I I, ° ° o WATER TIGHT- r-0P°� SEAL 0 0 c 0 0 0 •�y, 1 1' WASHED ROCK GRAVEL CONE 8" PVC SDR 35 2H:1V, TYP. DISCHARGE _ 'C' CFS INV. ELEV. 0 0 0 0 BOTTOM OF , 4 — _ 'B' 0 , I d! °� r �° p°, POND PREDEVELOPED STORM) 8" x 8" x 8" PVC TEE 6" MIN. DEAD TOP OF POND FREEBOARD = H r- OVERFLOW TESC POND 2 A 65.1 67.0 B 63.1 65.0 C 047 0.21 D 2.0' 2.0' E 3.49" 2.36" F 62.6 64.5 G 61.6 64.0 H 66.1 68.0 RUBBER GASKET JOINTS " STORAGE 00 8" RUBBER GASKET 1" CIA. TYP., 40 HOLES MIN. ® 10" PLUG W/ 'E' 04A O:C. PERFORATIONS SHALL BE LOCATED H#GH GROUND WATER WE N LETS OF THE GAVEL CC'NE ELEV. 'G' Rn 6" C(()}VNC. BASE ` COMPACTED GRAVEL BASE GRA 0013-95 SEP 0021-94 DATE 9/1 /95 THESE D�tAW1�t PLANS ARE *APPROW FOR A. . f ;-1 ,r- i - e% . I r•— tN nF; I -kr-% ^_1 ' t-4` T—m i rr""n -ri i n r llf Q1I1! AlIam CtiI1FIlIJWCE 1Ni11 CHECKED P.A.D. AMend ftc � ,roB N0. 9209-146 Ode �m 3� SHEET NO. G2 030 1 `711 W� I .zz� GEWERAL GRADING, DRAINAGE AND EROSION CONTROL REQUIREMENTS FOR EXPOSED SOIL STABILIZATION ull 1. WITHIN THE CITY OF AU8URH, ALL REQUIRED DETENTION, ). DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE ACCORDING TO THE F0LU}VNNg SCHEDULE OR EXCEPTED 1111 THE FIELD to CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/DR WHEN IN THE JUDGEMENT OF THE 8U|L014G OFFICIAL OR D|E OTH[R CONSTRUCTION ACTIVITIES, TO INSURE lHAT SEDIMENT —LADEN OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT' WARRANTED: WATER AND STORM DRAINAGE RUN—OFF DOES NOT IMPACT THE ADJACENT 00 PROPERTIES OR T||[ NATURAL DRAINAGE WAYS. FROM ApR|L 1 TO 0CK}BER J|, ALL DENUDED AREAS AT FINAL 2, THE DETENTION, SEDIMENTATION AND EROSION CONTROL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN FACILITIES DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM UNW0RKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS, ADDITIONAL 10 DAYS, 00 DRAlNAGE AND EROSION CONTROL FAClLITlF� MAY BE REQUIRED AS S{TUATJUNS WARRANT DURING CONSTRUCTION, ]HE IMPLEMENTATION, FROM N0VEWB[R \ TO MARCH J|, ALL EXPOSED SOILS AT FINAL MAIN|[N8N[[/ REPLACEMENT AND ADDITIONS TO THESE CONTROL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 'TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER NO ADDITIONAL PAYNE1473 SHALL BE MADE TO THE CONTRACTOR FOR SUCH TUAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNW0RKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS EFFORTS OR ADDITIONAL MATERIALS.THE CONTRACTOR SHALL BE lHAN 5000 SQUARE FEET THAT WILL REMAIN UNVORKED FOR MORE RESPONSIBLE FOR TH[ COST OF ANY CLEANUP EFFORTS REQUIRED IF THE T.E.S.C, MEASURES FAIL. THAN 7 DAYS SHALL BE STABILIZED |MMED|ATED|AT[[l 3. THE EXISTING T[3C PONDS SHALL REMAIN 114 PLACE. 2. STABILIZATION METHOD: HYDROSE[D|NS & MU[CH|NQ PER THEPul 4. THE TEMPORARY EROSION CONTRUL FACILITIES, 1NCLU�{N� ALL FOLLOWING: ' PERIMETER CONTROLS, SHALL REMAIN IN p[AC[' A. TIME OF PLANTING — DURING lHF TIME PERIOD BETWEEN ApR|L 5. ON PROJECTS WITH GRADING PERMITS ONLY, AND FUR WHICH NO 1 THROUGH JUN[ JO AND S[PTLMBER 1 THROUGH OCT0BER 31. 8UB3EQUE14T BUILDING PERMIT HAS BEEN ISSUED, AN AS —BUILT /N0lE: IF PLANTING BETWEEN JU[Y 1 AND AUGUST 31' DRAWING WILL BE REQUIRED UPON COMPLETION OF GRADING U[OgA7|UN MAY BE REQUIRED. IF PLANTING BETWEEN ACTIVITIES, N0YEWBER i AND MARCH 31, MULCHING WILL BE REQUIRED (THIS PROJECT WILL REQUIRE AN AS —BUILT SURVEY. Vp014 C@0pLEO04 OF IMMEDIATELY AFTER PLANTING.)\cn THE WORK,THE CONTRACTOR SHALL SUPPLY THE FOLLOWING INFORMATION TO THE CIVIL ENGINEER: !. TOE, TOP AND RIDGE [LEVAllUNS AND L0CA||0MS B. SEEDBED PREPARATION- THE SEEDBED SHOULD BE FIRM, BUT THE BUILDING PAD FILL; 2. LOCATION OF lHE BUILDING PAD FILL `"lH NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SHOULD BE DONE '^ RESPECT 10 THE PROPERTY LINES; 3. L0CAl|0NS AND ELEVATIONS SURFACE ROUGHENING. SURFACE RNJgH[N)N0 ''CAT ON ENTRANCE; OF 111[ TESC POND, P|P[3, 3WALE5 AND GRAVEL CONSTRUCTION RIGHT ANGLES TO THE SLOPE AND PREFERABLE LJ 4. COMPACTION TEST REPORTS FROM THE G[0TECM ENGINEER. WALKED" UP SLOPE. THE CIVIL ENGINEER WILL CREATE AN AS —BUILT DRAWING AS REQUIRED BY THE CITY OF AUBURN ITEMS 1 3 AND 3 ' . — . C. FERTILIZATION A3 PER SUPPLIER'S R[C0WW[N0AT|UN3 ' ABOVE SHALL BE PROVIDED BY K �FN��� 3URVEY[R HIRED . D��[[�PWEN[3 ADJACENT TO WATER BODIES AND WETLANDS MUST BY THE CONTRACTOR.) USE NON —PHOSPHOROUS FERTILIZER. 8' THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS N[CESSARY, D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED 00 TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION kCUN7t SEED BED AT A RAT[ OF 120 LAS/ACR[: THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC R0AOS, AS NECESSARY TO REMOVE MUD DEPU�|TED A� A RESULT OF PROJECT PR(�RI{��S PERCENT PERCENT �D CONSTRUCT'ON ACTIVITY' THESE AC110N3 WILL BE GOVERNED BY THE NAME BY WEIGHT PURITY GERMINATION BUILDING OFFICIAL. REU|0P/AQR03TI5 ALBA\ 10% 82 90 ANNUAL RYE /L0UUM MUL11FL0RVM\ 40% 88 80 CHEwNNSS FE88U[ 40% 97 DO Lij RE3TUCA RUBRA C0WWUTATA\ /JAN[5T0VN.BANNER.SHADOYY OR KUKE\\ CONSTRUCTION.__�EQUE_NCE |Q% 86 80 0KUlE DU{CH CLOVER /(R|F0L|UW RIPENS) CD 1' COMPLY Y0T11 THE "GENERAL CONSTRUCTION NOTES FOR GRADING, ca DRAINAGE AND EROSION CONTROL" AT ALL TIMES. E. "}|YDR03[[U|NC, APPLICATIONS WITH APPROVED SEED —MULCH — FERTILIZER M|XlUR[3 MAY ALSO BE USED. 2' ESTABLISH "CLEARING ANLIMITS"D GRADING LIMITS" FOR THE SITE. ALSO R[FFRRED TO AS THE "LIMITS OF WORK". THE 0OU14DARY0F l||E F. MAINTENANCE — SEEDING SHOULD BE SUPPLIED WITH ADEQUATE WE]LANDS SHALL BE STAKED IN lWENTY—FIVE FOOT \NlERVAL3 AS MOISTURE. SUPPLY WATER AS NE[U[0. ESPECIALLY IN CLEARING AND CONSTRUCTION LIMITS FOR ALL CONSTRUCl|ON ABNORMALLY HOT OR DRY WEAlH[R, OR ON ADVERSE SITES. ACTIVITIES ADJACENT TO THE WElLAND AREAS. NO CONSTRUCTION WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT SHALL OCCUR IN THE WETLAND AREAS. RUNOFF. INADEQUATE AMOUNTS OF WATER WAY BE MORE HARMFUL lUAN NO WATER. J. CONSTRUCT GRAVEL C0N3TRUCl}0N 841RANCE AND F|LlER FABRIC FENCE AS SHOWN 014 THE DRAWINGS AND AS REQUIRED BY THE QTY0F AUBURN. ` 4. DEMOLISH AHD REMOVE ALL EXISDNG STRUCTURES AS NOTED ON THE DEPRESSIONS. TESTING AND MONITORING PLANS. RE—APA0E AS NECESSARY TO [LIM)NAlE | �E 0078� �Q�� �A� BE H�� BY T� 0�� 0 p��D[ lHE MAXIMIMUM HEIGHT AND DISPOSE OF CLIPPINGS OFFSIIE. STRIPPING FOLLOWING SERVICES: OF VEGETATION IS 140T REQUIRED AT THE FILL AREAS. REMOVE WATER FROM ANY EXIS]ING DEPRESSIONS. METHOD AND LOCATION |. COMPACTION TESTS OH THE BUILDING PAD FILL AND ALL OTHER FILL OF DISCHARGE 10 BE APPROVED BY CITY OF AUBUR14 OFFICIAL. PLACED. RE -GRADE AS NECESSARY TO ELIMINATE DEPRESSIONS. 2. SOIL SAMPLE TESTS OF IMPORTED STRUCTURAL FILL. h CONSTRUCT THE T�3C PONDS, SETTLING BASINS, TEMPORARY SALES, ' ' |\0�N 0N THE DRAWINGS. AND ROCK CHECK DAMS AS THE CONTRACT0R SHALL COOPERATE 8O 'THAT THE CEOl[CH EN0NE[R CAN �0NLES SHALL BE ADDED AS - NECESSARY TO ENSURE D\AT ALL SHE EFFICIENTLY PROVIDE THE ABOVE SERVICES. RUNOFF REACHES THE 7ESC PONDS. 7. AS C0N3lRUCD0N PROGR[q9FS R[VECETAl[ ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". 8, BEGIN C0N5lRUCI0N OF THE BU|L014G PAD FILL. USE STRUCTURAL ' FILL 'A'. 5%NAX. FINES) COMPACTED TO g5�� THICKNESS (CLASS OFSSOIL LAYERS BEFORE C0WP.CT014 SHOULD NOT EXCEED 12-|NC||ES. z� SeTm P NDS. SOURCE OF IMPORTED FILL MUSI BE APPROVED BY "THE CITY. 9. AFTER ALL EARTHWORK AND SOIL STABILIZATION ACTIVIIIES ARE COMPLETE, AND AS AUTHORIZED BY THE CITY OF AUBURN OFFICIAL, REPAIR 111E GRAVEL CONSTRUCTION ENTRANCE AND FILIER FABRIC TO THEIR ORIGINAL CONDITION WHEN FIRST INSTALLED. 0 — — THESE PLANS ARE FM CONFORMANCE Will THE CITY OF AUUM ENGINEERING DIVISION'S REQUIREMENTS Approved B)n as,�_ . SJI Dphw CHECKED P.A.D. u�w�� �� ����� m� X���^�]�w « � m��~� ' � , f «, I S:\02\02027\CIVIL DWGS\LI-027.dwg J_EG_EN D _--- _-_ U( AHT E�OTaM i CAL N,�./AE - 7- CI_U/AP 5 AC.F-2- LIR.CI NATU/^ __ ACER 1=REE/1A9I1 �Alz/&ZTr?_0MQ TRE.ES GO^/^ON NA//\1= v L ► r= /^,o. PL_ M ---- --- - C,;E1ZC✓IS cilk"AC7 %-A5lei _ _2�.b6Ub - _---- --- __ CHA1 ArxC'?PARIs f 00TICAr1✓lQst9 \Plrl4t)ULA/ CQ�EPIMGr ALPASte.A CEDAR -�-CAL.-_ iYE--CA. t-. • /r\ rbAf Z -- 5-T Y R A. G t t- L_ U A _ A T/l i r i✓-K i=t - E'vL t�T G U /,\ - - -- _ �.�2.x- CAL, �O1 TO 1Z TPA- -- �" iZ U FES, TRIANGULAR SPaCIN C 3o.c. A-PCTUSTAcT'+4kI• Ld5 OVA -UP -GI _ _ TR-IAV-tat) LAP_ SP.64IVJQ_�g3'D,C _--S_U0 -kYINL)G ALlaTA IGZ`3thPAc.T'a -b`�/,b.1�� _VJtM(�4'ED �___UOWq/&US _&A- U L.. T H t ^ 6l-t L- -- (D 0 - 5 - - 'P44 C-5 T I l A _..1= F-A <5 Mti✓ 1 - -- - - -- : t Fc? A� tZ i S � -t 5 `t' 1 i•-� l �SG�ls.l . , 7� LA_fZ—��'AClI�t6c ��d�C, 92Ut 016 l_AL)P_0C F-A-SUS �.(OTT'CO !^.C�._�{�I:F-L.� .©TTC) Leo t= 3 � _ _� _ 5 `rliU.S� CdCC.IGt-=f Tfu•L_i5 C�IAARe�.GD` �l��P-ALb Grtzl✓�N AtZ1 ot2`t1T 1- co;:T. - - - _ A. GC. t �_A I is lk - ice,!'&:T U llt - - - � t✓ i C�i 2 t= t�4 - - t 13� t� e_ I 4kf =F FI,____ __�I�f✓ N�1Df2/�. t-4T >§ /0 Drafter Name: 0. MAJOR I Plot Dote: OCT 03 2002 13:41:26 1 Lost Modified Date: OCT 03 2002 13:05:20 1 Submittal: REVISION 1 V of FL . . dr�A� UIILIIY GUNFLICI NUIt: 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. NOTES Planting pit min. twice size of root ball 6" min. t- SHEET INDEX L1 - LANDSCAPE PLAN- DETAILS & NOTES L2 - IRRIGATION PLAN- DETAILS & NOTES RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY; DATE: TITLE/POSMON: 1-1mg&S ; e c Sr,r•.�,►_ .��.^ CONFIRMED BY CITY: Oft I berms, to within 1 /10th foot provided for unless otherwise noted. scorified or rototifled if conditions psol or equal in all planting areas. bork mulch in all planting beds. hall be heathy. fulf and conform to USA ock, latest edition. ize or kind not available may be h written opproval of Landscape Architect, 3 Department. shall have triangular spacing, )e inspected to insure proper drainage. call be maintained. Mound planting areas minimum 2.2" from curb for car overhang noted. ng strip where town is adjacent to ;tor sholl maintain site until final :eptance by Owner. Topsoil Planting bed rune diseased and broken branches Water basin with 2 mulch r� i iT Compacted topsoil _ _ water thoroughly, y� i>l= iW fertilize as req d ��- Planting hole min. 11=L1 11-� twice size of root boll i�-n =n L�lll1�111 0 0 Prune diseased and broken branches TREE PLANTING DETAIL No Scale J�?) C3 [B U 0 Llf NAMF2(ZALiii,iiii, 16 gouge steel wire through clear vinyl hose below first crotch 2x2 wooden stakes securely driven into ground. Stain brown. Water basin with 2" mulch Unglazed planting pit surface 1/2 topsoil, 112 native soil, water thoroughly, fertilize a Q o FF-- U a N ao � d J LE1e-�� W Z_ a Z W d U n� Z V H D Z O N O Q � w aW oQ N L-- V) F- 00 C14 I 1 EI NFW• . V_ ' IA PROJECT REF: DATE 6/ 18/02 THIS PLAN SHEET REFLECTS THE CITY OF DRAWN AUBURN'S MINIMUM LANDSCAPING OM REQUIREMENTS. CHECKED DED Approved By. Jlt-$ _ JOB NO. 02027 Date Approved: 01.16.05 SHEET NO. L 1 43 D 17X1 "