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HomeMy WebLinkAbout03D1723t. ", EXG 25' INGRESS/EGRE AND UTILITY EASEMENT Q i BEGINING OF NEW CURB ` L _ W' in 7-S00,21, E Ar -�— _ I I 1 i I I EXG 15 SEWER I I LINE EASEMENT I EXG 15' WATER I I LINE EASEMENT I IN I� I • I BLANKET CROSS DRAINAGE EASEMENT AUBURN TERRACE PLAZA (REC #011106001193) LOT 3 6" CONC. PAD 15WATER LINE EASEMENT 5.00' r--� Ii IP EXI TIN ' AU URN TER ACE PL ZA NTR CE EXG SIDEWALK .. 4,I EXG 40' INGRESS/EGRESS- AND UTILITY EASEMENT II 6 (REC #011106001193)44 I NA j • : ... PRECAST WHEEL STOP 7' OFF BLDG. (TYP 10 PLACES) \ '*A START OF \ RAMP SEE \ 1 DWG S1 I • I I 1 I I I I I I '�. is �' ^••' SECTION 23, TOWNSHIP 21N, RANGE 4E 6" CONC. SLAB (2) BOLLARDS AT BIKE LOADING W/ #4 24" O.C. EW COLUMN (4 PLACES) RAMP DTL 1/C6 I 40OW METAL HALIDE N LIGHT ON 25' POLE � 7 n (TYPE. 7 PLACES) f �.I � # k 'a yn�,A�r '��Yx" � fM . ''"•F.' 4 Tk7 n- � �pys y,�iR'Pa`e {� � �� 1 �1 ' iJr".� ��ER�. y � � jP ^' �,,�'�,a •c � ir3 1,� F y� yu Y u{t ta,y r�i YSS p x, .arc , fur t % ate., ,� ,a4 t`$' <a'' 2 ,b�•�6«, > " 's'i ri "',� x � • -Y •f ^�� �;§YzlY"� r $ v .. _N+ �' � �.„�. w : r�� ¢ yes 9 � � k-e.. �•v�� R*$: .�•W i4 t`. -. � .. '. Y y •:.'� �' . t ,t%�'tj`k ,u�t E , � � t'�yw r�a eo�y§�"� 4 '.. rt '� . i � � 5• a�r•uN4t j'�'���6�5 ¢' � p J uy �• � 4 a n;r a >r� e are � e t �„ .� � � I «F•. � � � �YirA a, t t'1 r �'5`' 11� ', VERTICAL CU B DETAIL 7/C81 jv_L ()t<-� Icx' rys��'' >� <,,,���� � ���I;����*�,<~� ��r�� 2 BOLLARD PER x y, t y , 4 fi DTL 5/C7 (PP) ry �... ifi • t a9rz (.: 0 0 . a 15 WATER LINE EASEMENT f rv: 0 0 1x?' (2) BOLLARDSI OUTSIDE COLUMN (2 P CES) a 4,4 (4) BOLLARDS AROUND z COLUMN (3 PLACES) ASPHALT PA NT " PER DTL 5/C8 t � n fi I C5„ G INSTALL ASPHALT '.. fi s,k SPEED BUMP w N GEC 7 5 tip x VERTICAL CURB T DETAIL 7/C8 N ^k 4"� T , EXISTING D/W APPROACH F" �y 5' MIN ry GENERAL NOTES 1, THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND REQUIREMENTS AND BE IN ACCORDANCE WITH fiHE APPROVED PLANS. ANY SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL OWNER, ENGINEER AND THE CITY. ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD AROUND THIS PROJECT, PRIOR TO THE START OF WORK, ALL METHODS AND SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. NEGLIGENCE CONNECTED WITH THEM. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES OF ALL CONSTRUCTION, CONTACT THE PUBLIC WORKS DEPARTMENT AT 253- SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND 931-3010 TO SCHEDULE A MEETING. SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 4, LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE, THE 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT, SHOWN ON THE DRAWINGS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). �- NEW W. VALLEY • HWY S. R-O-W LINE. DEDICATION BY AUBURN TERRACE PLAZA (GRA-01-0015) CONSTRUCTION SEQUENCE 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR EARTHWORK ACTIVITIES. 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN OFFICIALS. 3. ESTABLISH "CLEARING AND GRADING LIMITS" FOR THE SITE. 4, CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE, DRAINAGE, DITCHES AND FILTER FABRIC FENCE AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE CITY BY THE CITY OF AUBURN. 5. BEGIN FILLING IN AUBURN TERRACE TEMP. EROSION CONTROL POND AND REMOVE TEMP STORM PIPING AS REQUIRED. 3n 6. CONSTRUCT PERMANENT DETENTION SYSTEM FOR USE AS SEDIMENTATION/STORAGE. GRADE SITE TO DRAIN TO INLET STRUCTURES, 7. BEGIN FILL AND GRADING OPERATIONS. PER THE GEOTECHNICAL REPORT. THE CONTRACTOR SHALL ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO THE ADJACENT PROPERTIES. 8. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". 9. BEGIN CONSTRUCTION OF NEW BUILDINGS, ROCKERIES AND UTILITIES. 10. PROVIDE CATCH BASIN PROTECTION ON ALL NEWLY INSTALLED CATCH BASINS. 11. FINE GRADE SITE AND PREPARE FOR PAVEMENT, 2A 12. FINALIZE UTILITY AND PAVING CONSTRUCTION AND CLEAN ALL UTILITIES AS REQUIRED. 13. INSTALL LANDSCAPING AND LIGHTING PER APPROVED PLANS. 14. COMPLETE INSPECTION / PUNCH LIST. EARTHWORK QUA NTITIES & NOTES CUT 930 CY FILL 2,930 CY EXPORT OF UNSUITABLE SOIL: 50 CY IMPORT OF SELECT FILL: 50 CY THESE QUANTITIES ARE ESTIMATES ONLY AND SHOULD NOT BE USED FOR BIDING PURPOSES. IMPORTED FILL MATERIAL MUST ORIGINATE FROM A SOURCE APPROVED BY THE CITY OF AUBURN BUILDING OFFICIAL. BASIS OE BEARINGS: BASIS OF BEARINGS PER RECORD OF SURVEY BY DANNY P. HALLIN, P.L.S. DATED APRIL 1982 AND RECORDED IN VOLUME 31 OF SURVEYS, PAGES 240-240D, UNDER RECORDING NO. 8204239001, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM: NGVD 1929 PER CITY OF AUBURN. BENCHMARK: BENCHMARK IS ON TOP OF MONUMENT CASE IN CENTERLINE OF INTERSECTION 15TH STREET AND WEST VALLEY HIGHWAY. ELEVATION=75.71 FEET CITY OF AUBURN BENCHMARK 03-L LEGAL DESCRIPTIONS: TAX PARCEL NO. 2321049027 REVISED LOT 3A, PER CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-01-0007, AS RECORDED UNDER RECORDING NO. 20011106001193, RECORDS OF KING COUNTY, WASHINGTON. TAX PARCEL NO. 2321049039 REVISED LOT 3, PER CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-01-0007, AS RECORDED UNDER RECORDING NO. 20011106001193, RECORDS OF KING COUNTY, WASHINGTON. PARCEL NO'S: OWNER ENGINEER 2321049027 HINSHAW MOTORCYCLE RUPERT ENGINEERING, INC 2321049039 RON ORR DAVE DORMIER, PE 1602 W. VALLEY HWY. S 1519 WEST VALLEY HWY N. #101 AUBURN' WA 98001 AUBURN, WA 98001 SURVEYOR: (253)833-7776 BARGHAUSEN CONSULTING ENGINEERS, INC. CONTACT: DENNIS SALTYS, P.L.S. SITE ADDRESS ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 1611 W. VALLEY HWY'S. PHONE: (425) 251-6222 AUBURN, WA 98001 PARKING DATA SHEET INDEX PARKING REQUIRED Ct - COVER SHEET OFFICE 1 STALL/ 300 SF x 3,318 SF = 11.1 C2 - TESC PLAN & DETAILS C3 - GRADING & DRAINAGE PLAN MOTORCYCLE SALES AND SERVICE C4 - UTILITY PLAN 1 STALL/ 400 SF x 25,002 SF = 62.5 C5 - DETAILS & SECTIONS WAREHOUSE/ STORAGE C6 - DETAILS & SECTIONS 1 STALL/ 2000 SF x 11,645 SF = 5.8 C7 - DETAILS 794 L1 - LANDSCAPE PLAN PARKING PROVIDED L2 - IRRIGATION PLAN FULL SIZE ...................... 113 - Al FIRST FLOOR PLAN HANDICAP ..................... = 4 A2 - SECOND FLOOR PLAN COMPACT = 23 16%) A3 - EXTERIOR ELEVATIONS ..........................<. A4 - INTERIOR ELEVATIONS TOTAL ................................ 140.00 A5 - WALL SECTIONS A6 - WALL SECTIONS A7 - WALL SECTIONS OCCUPANCY CLASSIFICATION A8 - STAIR AND ELEVATOR SECTIONS A9 - CONSTRUCTION DETAILS Occupancy First Floor Second Floor Totals AIO - RAMP DETAILS M 21,668 SF 3,318 SF 24,986 SF All - FINISH SCHEDULE S1 3,922 7,723, 11,645 Al2 - DOOR SCHEDULE A13 - GENERAL NOTES S3 3,204 0 3,204 A14 - GENERAL NOTES H4 130 0 130 Totals 28,924 SF 11,041 SF 39,965 SF A15 - ACCESSIBILITY NOTES St - FOUNDATION PLAN Occupant Load: S2 - SECOND FLOOR FRAMING PLAN M 24,986 SF/ 30 = 833 S3 - ROOF FRAMING PLAN S-1 11,645 SF/ 300 = 39 S4 - TILTUP PANEL ELEVATIONS S-3 3,204 SF/ 200 = 16 S5 - TILTUP PANEL ELEVATIONS H-4 130 SF/ 200 = 1 S6 - TILTUP PANEL ELEVATIONS S7 - TILTUP PANEL ELEVATIONS ------------------------- __ ------------- Totols 39,965 SF 889 persons S8 -TILTUP PANEL ELEVATIONS AND DETAILS S9 - FOUNDATION DETAILS Type of Construction: V-N, Sprinklered S10 - SECOND FLOOR FRAMING DETAILS Sit - ROOF FRAMING DETAILS Basic Allowable Building Area: 8,000 SF for M, S-1 and S-3. S12 - ROOF FRAMING DETAILS S13 - STRUCTURAL NOTES 5,100 SF for H-4 S14 - STRUCTURAL NOTES Setbacks: North >100 feet South > 40 feet UTILITY PROVIDERS East > 100 feet West > 100 feet WATER - CITY OF AUBURN SEWER - CITY OF ALGONA Allowable Building Area: ELEC. - PUGET SOUND ENERGY Setback Increase = .05 x (40-20) = 1.0 NAT. GAS - PUGET SOUND ENERGY Sprinkler Increase = 3.0 for 1st Floor, 2.0 for Both Floors TELEPHONE - QUEST Multi -story Increase = 2.0 CABLE - AT&T M, S1, S3-occupancy: 8,000 x 2 x 3 = 48.000 SF Both Floors: 8,000 x 2 x 2 x 2= 64,000 SF H4 occupancy: 5,100 x 2 x 3 = 30,600 SF Both Floors: 5,100 x 2 x 2 x 2= 40.800 SF 28,794/48,000 + 130/30,600 = 0.60 + 0.004 = 0.604 < 1.0, OK 39,826/6As980 + 130/40,800 = 0.62 + 0,003 = 0,623 < 1.0. OK U IILI I Y GUNF LIC I NU I t• 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. VICINITY MAP .A. In't, NTS ti LEGEND MSCM71ON NEW EXISTING EX. 12" STORM STORM SEWER © EX. SEWER $" SANITARY SEWER S - - EX.- 2" WATER WATER W AC PAVING 1 CONCRETE PAVING LANDSCAPING SPOT ELEVATIONS " •XM xxlxx CONTOURS 50 50 STORM MANHOLE STORM CATCHBASIN ■ O SANITARY SEWER MANHOLE r♦ WATER VALVE FIRE HYDRANT 10 TELEPHONE MANHOLE O POWER VAULT Q STREET LIGHT �-- �--- UTILITY POLE -o FOUND CASE MON GAS METER GUY WIRE ANCHOR TELEPHONE JUNCTION BOX �( ROOF DRAIN POWER POLE W/TRANSFORMER G UNDERGROUND POWER p SIGNAL POLE + ABBREVIATIONS BLC - BUILDING CORNER MH - MANHOLE C - COMPACT M,! - 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 FT - SQUARE FEET DS - DOWNSPOUT S/W - SIDEWALK D/W - DRIVEWAY TC - TOP OF CURB EL - ELEVATION TP - TEST PIT ESMT - EASEMENT UD - UNLESS NOTED OTHERWISE EXG - EXISTING FD - FOUNDATION DRAIN S - SOUTH FDC - FIRE DEPT. CONNECTION W - WEST FF - FINISH FLOOR E - EAST FH - FIRE HYDRANT N - NORTH FL - FLANGE JOINT RW - NORTHWEST HC - HANDICAP Say - SOUTHWEST IE - INVERT ELEVATION NE - NORTHEAST LF - LINEAR FEET SE - SOUTHEAST LS - LANDSCAPING El f\^(V�d V \ o � oc� p d Z >00 U N W X WyO i ,^ Lrnrn v S Z A L-- t00 Q � }300 N � © /1 J r.J U Ln W IIf C co V LLJ < Q W F J J W P r- r— w W Z V) Of W 0 C) J W fN x 3 3 L LLj Uj V Z Z 5 4 a a Q! ?5 6 6 w w RECORD DRAWING CERTATION PROJECT REF: FAC 02-L015 DATE g4/24/g2 THESE DRAWINGS COWORM TO THE T14ESE PLANS ARE 'APPROVED" FOR DRAWN MC CONTRACTOR'S CONSTRUCTION RECORDS, Ct�FORMANCE WITH THE CITY OF Awn ENOWERNG IDfVISIOWS REQUI11EI0EIllTS �CHECKED A QED MATTE: 3"� CS r Appra�aed By: , �,�..__ -- �,.� .X, JOB NO. 01016 LE/POSITION: 5Alo�lA�6fR Qlc Aft'drl+. p O/z s A0 Z. SHEET N0. ~O BY CITY: DAM: C 1 I 1721 S: \01 -DWGS\Ct.dwg Drafter Name: M. 18:66 1 Lost Mod1fied Date: AUG 23 2002 15:17:47 tat: REVISION 3 M W ' SECTION 23, TOWNSHIP 21 N, RANGE 4E 15 LONG x 5' WIDE 4" x 6" QUARRY SPA LL ROCK SPLASH PAD NEW „V., i , W/ROCK CHECK ..DAM8 (PER 'CITY . -1` / 0 AUBiURN STD:" r ,E,TAIL 'E.ROSION"05 I; / 1 ' _,AN, TALL ...AFTEI�:::�XG E•S�f P OND--tS FILLEDiNEDGE F / _. WE TL r EXG-100.._ELEVATIOid �.._ 1 OBE SITE BY" -PASS,. DiTCH 1 W 1 , ✓i i� /'i i i __ p0 i ---�g698` i ii----9-2------------------.-9-2----� W�1 �, .... -_ — `� , 1� ' r i EXG SILT FENCE & --92 g4" -- '� � It<;', • , ,� �1, NGPE FENCE( ORANGE CONSTRUCTION BARRIER / 1 1 FENCING) , ' WETLANp PLANTING BY. -- OTHERS I I I I I I i f ' 1 OTHERS., SEE WETLAND I II I 1184 i MITIGATION PLAN FOR I I' I 3 I `� CITY OF :AUBURN 0 0 I I I PERMIT 'AC01 0033 0 i 881 I2 I i III I I ( EXG SDMH TYPE 2-48 I A W/SOLID LOCKING LID i 910 I I ( x ' ' / WETLAND MITIGATION i ( V95 INSTALL TEMP SEDIMENT TRAPRIM�88.80CLEARING �LIMiT ESTABLISHED UNDER 6 . / ( GRA 01-0015 tAD IN EXG MH. SEE DETAIL 1 C2. TYP.ALL MH S ON OR NEAR THE SITE) I ENCE INSTALL NEW �.-• �' / Ai t � EDGE OF SILT FENCE — f '• WETLAND PER 95O9 GRADING PERMIT r .` 4 -o ----D _ ---�-- ��=v / $ ,J I / It I GRA 01- 0015 �a3- - - - - - - w #• y . t... — — -- ND PER GRADING PERMIT 93.0 86GRA 01-0015 jS w .6^:tit ,Y'f>ii#` .k ,ia 4R `rat •k {+}> "'C h � , i b �I ��'''`�° /�!% IE=77.0 W—8�----- ----- 82 j ; �\_o---�-a- I i *� / RIP RAP / ' i 1 'yam a 0' — / W/``RIP / — RAR' PAD -z�.•. a fi, {� f :. A01 AND lr-ViVJ 1I1 iVIV ��' ��-3- — — — — — — --- `` Yob 1� 9 %! � �—� i � - - } • / i I � � �t�. ° � � � c. I � �, � ,�••• •„�,., r' � � � -'_ �1 r afi�", �e 6"�,�:•ti � „ �i{ti,:rjt���� � 'r � / � -•/ r � a r / � : � d: ,�, x { c ..� a +�.�. �_._.._�.,_...............�., i „�.� „� r ,,,,,.. ,�� .. .' ♦ � '"X �;,,5 a � 6 ,,� ,�— ! �„� ,�,_• _._,�.—�-:�:. �. Y ;�. �. ,''�,•�....k hfw'� ,y`b}F >'� ran. � •• .. / 1 r � } •� �( ct.,, I �""... � f _' � � _�— �..�•••'. 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POND EXG ASPHALT SEDIMENTATION CONTROL POND #1 IS FILLED IN PAVEMENT FROM AURBURN TERRACE PLAZA NOT GRADING PERMIT. GRA01-0015 TO BE FILLED IN 1. AUBURN TERRACE PLAZA CONTRACTOR HAS ROUGH GRADED SITE TO SUBGRADE ELEVATIONS. ELEVATIONS SHOWN ARE TO FINAL DESIGN. Z SUBGRADE ELEVATION ARE 11 INCHES LOWER UNDER TESC & DETAILS BUILDING PAD AND 8 INCHES LOWER UNDER THE PAVED AREAS. (CITY OF AUBURN GRADING PERMIT GRA 01-0015 1 =30 2, GRADES SHOWN ARE BASED ON THE RUPERT ENGINEERING GRADING AND DRAINAGE PLAN AND THE PREVIOUSLY DESIGNED TESC PLAN BY BARGHAUSEN CONSULTING ENGINEERS. GRADES SHOWN AT THE FUTURE ROCKERY AND STORM FACILITY LOCATIONS WILL NEED TO BE REGRADED TO FINAL CONSTRUCTION DRAWINGS. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION 1, SEASONAL REQUIREMENTS: DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 2 TO SEPTEMBER 30 , ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO APRIL 1, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 2. STABILIZATION METHOD: HYDROSEEDING do MULCHING A. TIME OF PLANTING - DURING THE TIME PERK BETWEEN APRIL 1 THROUGH ,SINE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WiLL BE REQUIRED IMMEDIATELY AFTER PLANTING.) B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FiRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING, SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS, DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHOROUS FERTILIZER. D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTOP(AGROSTiS ALBA) 10% 92 90 ANNUAL RYE (LOLiUM MULTIFLORUM) 40% 98 90 CHEWiNGS 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. TEMPORARY PERMEABLE FILTER BAG AS MANUFACTURED BY ATLANTIC CONSTRUCTION FABRICS, INC.(800-448-3636) OR APPROVID EQUAL. FOR LIFTING CATCH BASIN OR INLET GRATE USUALLY WSDOT STD PLAN B-2a --MAXIMUM SEDIMENT d d is db ACCUMULATION I, a rb d ALLOWED = 1 FT 1 TEMPORARY S C2 NTS A GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRICTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM, 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SiTE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REL IRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN iN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SiTE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY• 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN Y STABILIZED THIN T Y THIRTY DAYS SHALL BE S AB LIZED WI EN DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. DUST CONTROL NOTES: 1. CONTRACTOR SHALL MINIMIZE THE PERK 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, J iIL, I I Y t;UNf LIL: I NU IL: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLNG THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIM 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 PROCEEDI4G WITH RECORD ORAWI K CERTFUTM THESE DMVM CONFOW T4 THE CM71LACWS CMSTt" C70 REM. BY:, ( A:3f�n►Q3 TITLEPO3SITION: o'&s ,*A41f>1 x d F AAW CONFIRMED BY CITY: DATE: PROJECT REF: FAC 02-0015 THESE PLANS ARE "APPROVED" FOR CONFORMANCE V47H THE CITY OF AUBURN ENWERING DI 'S REQUIREMENTS Approved BY-.L��, S , Dote Approve& 310 2 ce N Z m d w J J Y Q RAJ n L � W i "INE Ili DATE -4/24/02 i. DRAWN OM/MC CHECKED DEn JOB NO. 01016 SHEET NO. C 2 S:\01\01016\ClVtL-DWGS\C2.dwg E Drafter Name: M, CORDICE i Plot Fite: AUG 23 2002 15:31:18 j Last Modified Date: AUG 23 2002 15:30.32 F Submittal: REViSION 3 03D)7"'•3, SECTION 23, TOWNSHIP 21 N, RANGE 4E STORM CROSSING TABLE p STORM SYSTEM PIPE TABLE _.r M- Ali i EXG SDMH, TYPE 2- W/BIRD CAGE LID RIM=100, 00 IE=95.5 EXG 173 LF 18" HOPE-�{-� SD ® 3.47% -J �SOLID- M=93.0 IE=8N.50 CB#14 0� 0v - 91.9 I1 I �--6"PVC 4" PER F VIP ` - VC PIPE "PVC 0 • 4'x4' GRA L SUMP -4" PERF (TYP - 4 IMES) FF= 92.00 n$nr JOSAM FLOOR DR IN MODEL 49000 OR EQUAL. SLOPE C C. TO DRAIN (2 TYP CB# 17 -� A 24" ACCESS ELECTRIC VAULT RISER(TYP) P20 P26 F5 D1 P25 �D8 2"PVC�'� 3� 91.4 5 P18 S GAS �•- I to I I I 1 1 � . i • 1 ►. a �.. �' __,_.--,-,_ NO NO FG TOP UTILITY INV. BOTTOM UTILITY CROWN SEP. DIST. FT. D1 ; 91.2 Storm 12 88.90 Storm 48" 88.40 0.5' D2 91.2 Storm 12 N-S 87.05 Storm 12 (E-W) 83.32 3.73' D3 88.4 Storm 12 85.30 Storm 18 (EXG) 81.57 3.73' D4 90.5 Storm 6" 88.00 Storm 18" (EXG) 83.33 4.67' D5 91.1 Storm 6 88.50 Storm 18 (EXG) 86.08 2.42' D6 D7 91.1 I 91.3 Storm 18 (EXG) Storm 12 87.50 87.70 Storm 12" 1 Storm 12" 86.71 86.70 0.79' 1.00' D8 91.2 Storm 12" 87.88 Storm 12" 1 86.88 1.00' NOTE 1. SEE DWG C4 FOR WATER AND SEWER LINE CROSSING TABLE INFORMATION. � I 2. CROSSING NTH LESS THAN 12" OF CLEARANCE SHALL BE BEDDED IN SAND AT CROSSING WITH A ETHAFORM 220 SHEET PLACED BETWEEN THE LINES. PER DTL 2/C4. U F4 MH#4 SEi EE 3/C7 P1 Pi { (N P17 - CB#11 - 4'�HjI�H MOCKERY . To TL 1 /C6 - 110 i I I DUMP NO WASTE DRAINS TO STREAM 29.5" A 1. PAVEMENT ADJACENT TO ALL NEW CATCH BASINS SHALL BE STENCIL PAINTING WITH A STANDARD THERMOPLASTIC POLLUTION PREVENTION STENCIL.- TYP. STORM DRAIN STENCIL LR r i 1 v HIGH ROCKERY TO DTL 1/C6 E Y UNDERDRAINI T EXG BY -PAS$ E DTL 1 /C6 -E NE SID - VC DR 21 SOLID WALL H, E 2-48" L0 I G LtD 1 891 00{ 1 `. v 1 DPE 4" P t 4 IE= .9 (REF) P28 76. .. ' •. r W EXG 5 LF 2" 751 P4 133 78 ... ,- _. .. D.SO020% a_ 78 •-' P2 GAS -- , a f EXG CB, TYPE,1 I 76 .. i :1 5 ,-- "�f� 3 W/STANDA�BAT # GPS �._ G E i H2 kI#3 51 LF 18" t ALE 2' WIDEGAS' GAS STALL POEYCAST 700 � 100 5% As �_ - RIES HARDNOSE 5 _ _ _... .r.... .G F _ _ TRENCH GAS _ CH DRAIN 7.4- ... AS j �/ , _ �c�PS TYPE 2-48" ---"G r G _ - LOCKING LID � _ � EXG , OIID L --N"E 0 ROCKERY IRIM=i9, (REF) P _ _ . - � L 1/C� ....._ GA a - . _ g 9/- To 4 �I S5 0 arm glow - R � r ■ I 19" PIPE SIZE LENGTH SLOPE TYPE DETAIL Pt 12" 128 0.69% 9:FrM'r PVC SDR 21 P2 12 50, 0.847. 44% PVC SDR 21 P3 12" 10' 8.0% -4.M PVC SDR 21 P4 12" 30' -1.1% -4 % PVC SDR 21 P5 12 30' 9.13% 7-M!E PVC SDR 21 P6 12 105 5.1 % 3.9% PVC SDR 21 P7 11 55 0.367. "M PVC SDR 21 P8 12" 50' 0.52% 9:5M PVC SDR Zi P9 +5" 16" 24 35' 3.83% DI CL 52 P10 12" 85 64' 0.25% 6:56% PVC SDR 21 P11 45 16 65. 50, S.62% 4-46* PYe--5" DI CL 52 P12 If 52' 0.52% 0.-%* PVC SDR 21 P13 12 85` 0.51% 0-59% PVC SDR 21 P14 12" 90 2.84% 2:99% PVC SDR 21 P15 12 t02 1.21% 0-50PVC SDR 21 P16 12" 4$' 12' 3.92% S.M PVC SDR 21 P17 12" 85' 1.62% 9.** PVC SDR 21 P18 12" 115' 0.637. 9.50 PVC SDR 21 P19 12 20 0.95% 0.-9 'r PVC SDR 21 P20 12 83' 2.82% -'4+* PVC SDR 21 P21 60 147" 0.00% ADS N-12 HC W/24 ACCESS RISER (2TYP) DTL 2/C6 P22 80 147 0.00% ADS N-12 HC W 24 ACCESS RISER 2TYP DTL 2/C6 P23 60 68 0.35% 9:88lI'r ADS N-12 HC P24 60" 75 0.27% 9:W ADS N-12 HC P25 48" 100' 0.32% #.** ADS N-12 W/ 24 ACCESS RISER DTL 2/C6 P26 48" 1w 0,00% ADS N-12 W 24 ACCESS RISER DTL 2/C6 P27 12" 19S 1.81 % 2-.00 PVC SDR 35 P28 6" 13' 5.73% -43?% PVC SDR 21 P29 8" 25' 3.20% 3 32fir PVC SDR 21 Fi 2TYP 60" 90' BEND ADS N-12 HC W 24" ACCESSRISER DTL 2 C6 F2(2TYP) 60 TEE ADS N-12 HC W 24 ACCESS RISER DTL 2/C6 F3(6TYP F4(4TYP F5(2TYP) 60 X 30 48 X 30 48" 90' BEND ECCENTRIC ECCENTRIC ADS N-12 HC W 24" FABRICATED RED 6078 ASB ADS N-12 HC W/24 FABRICATED RED 4878 ASB ADS N-12 HC W174 ACCESS RISER DTL 1 C7 DTL 3/C7 DTL 2/C6 NOTE 1. 24" ACCESS RISERS FOR DETENTION SYSTEMS SHALL ALL HAVE A CONC. COLLAR AND MANHOLE FRAME AND GRATE INSTALL PER DTL 2/C6 MANHOLE, CATCH BASIN AND FITTING TABLE ra► D tyc:� O d Z l� 0 -j > 00 U N E.� N 8 @�� r W. w Ml- cn N Z z Z o 3 $M N Z U --1 �QLIJ 3: D co l""_ d V) o Of 0 w Q STRUCTURE TYPE COVER RIM INV. INV. DETAIL MH 1 + 4- 11 72" SOLID 83.36 fl4-98 60"(N,W)&1 E=75.4e- 74.76 12 W) 8689 79.36 DR 1/0 MH#2 f 444- 11 72 GRATE 83.09 433 E49 60 N,W = 75.00 MH 3 tt-48" 1172" GRATE 82.50 $2 4$ 60"(S,W)1 E = 74.80 16 (NW) 75.90 DTL 2 0 MH#4 #-4$- 11 72 SOLID 93.02 9#3 48- (S,WE) = 84-4 94.00 DTL 3/C7 MH j5 tl 48- II 72 AID 93.02 43-4 48 N,S _ M4 84.32 MH 7 II 48 GRATE 82.74 62-.% 12 N = � 77.24 42- 16 E,W = 77.24 MH #8 11 48 GRATE 88.58 *46 45- 16" E = *.-Q 80.05 12 NW = 84 96 81.44 12 S =854 CB 11 TYPE I SOLID 78.18 ifl-% 12 N,S = *195 74.18 12 = *410 74.00 CB #2 TYPE I GRATE 85.16 65:20 12 (E,W) = 8" 82.10 CB #3 TYPE I GRATE 91.25 91.AA 12 (W) 87.75 12 (E) = I 87.45 CB #4 TYPE I GATE 91.25 34 39 12 E,W = 43" 87.95 CB #5 TYPE I GRATE 91.31 41.* 12 E,W = 8" 88.21 CB #6 TYPE I GRATE 80.40 16.% 12" S = 77.40 CB #7 TYPE I GATE 89.21 - 65 12" N,S) _ -864 85.45 CB #8 TYPE I GRATE 88.88 $$ 99 12 (N) = 65:9 85.88 CB #9 TYPE I GRATE 89.32 439 59 12" W, SE = I4 $4.22 CB #10 TYPE I GRATE 89.55 ft% 12" (E,W) = WS 85.45 CB #11 TYPE I OAT[ 91.07 14-% 12" (S,E) = 87 9 85.92 CB #12 TYPE I GATE 91.03 91.06 12" (N,S) = 87 43 87.30 12 W = 8$-0 87.73 CB #13 TYPE I GATE 91.18 91.00 12 (N,%W) = 89:9 88.03 CB #14 TYPE I GATE 91.40 44.4$ 12" (N,$E) = $8:4 88.40 CB 15 TYPE I SOLID 89.06 78 % " - 12 (W,SW 84 00 TYPE-i 0" 59 12 S) = 7475 CB #17 TYPE I GATE 94.12 33:99 12 (E) = 99:99 90.07 CB #18 TYPE I GRATE 91.49 -*7% 8 E = 88.83 M W r- M Q0 85.1 Z _J c In w i cn VARIES 2.8' VARIES TYPE III L/S pS A ,E GRASS SEEDMIX 4 N M fl 0 � � M FOR BIOSWALE SLOPES < 1 07) ( RAILING 66.6 c' 209: SHORTAWN FOXTAIL � TYP UNO � PARKING LOT 20% WATER FOXTAIL PAVING 0.16 DESIGN DEPTH DURING A WO DESIGN FLOW OF 0,05CFS J 20% WESTERN MANNAGRASS ROCKERY 3 20% SLOUGH SEDGE PER DTL. i /C6 207. VELVET GRASS DRAIN TO CB #1 3:1 MAX. EACH SEED TYPE TO HAVE 92-95% PURITY AND 80% MINIMUM GERMINATION. 1' MIN. FREEBOAR 3 BOTH SIDES 3:1 1 TI FLOW DEPTH EXG SIDEWALK 2-3 LB. SEED WX 435 LB. 10-20-20 (N-P-K) NON -PHOSPHOROUS FERTILIZER -' 1,500-2,000 LB. WOOD CELLULOSE FIBER MULCH 0.4' 2' MIN, 0.4' 4" MIN. TOPSOIL NOTE: BIOSWALE TO BE FULLY ESTABLISHED PRIOR ------ EROSION CONTROL BLANKET TO INTRODUCTION OF STORMWATER RUNOFF. (JUTE NETTING OR APPROVED EQUAL) IRRIGATE IF NECESSARY. 2.8' MIN, HYDROSEED OR Soo (2)BIOSWALE C3 +/4"=1'-0" UTILITY CONI-LICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, N COWORM THESE DRAWNGS TODIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON ta0~TOWS CONSTRtICTION RECORDS. 4'/p0W THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE Z L THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. S: \01\01016\CIVIL-DWGS\C3.dwq Drafter Nome: M. CORDICE 4 Plot Dote: MAR 31 2003 14: 44: 20 Last Modified Dale: MAR 31 2003 13:53:58 Submittal: AS BUIL GRADING AND DRAINAGE PLAN I� THIS SHALL INCLUDE CALLING UTILITY LOCATE W 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS 8Y.- DATE., OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS TITLE/POSITION: Qlt" 64% 400 PF40AD 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- THE RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. w 0:! w- z O� O C3 C a � $e DATE 12-13 -03 04/24/02 DRAWN MC CHECKED QED JOB NO. 01016 SHEET NO. C 03 D 17.13 SECTION 23, TOWNSHIP 21N, RANGE 4E ."_ 11 I i I I � 12"x12x8 TEE W'/ SPRINKLER SYSTEM 8' POST INDICATOR 12"xl 8 TEE W Q 75 LF 8" DI SPRINKLER LINE RESILENT WEDGE GATE VALVE PROR TO INSTALLATION, CONTRACTOR WASH BAY SUMP 6" 90• BEND �'/ CONC. BLOCKING i SHALL VERIFY LINE SIZE W/THE FIRE SEE DETAILS 1/C5 PER COA DTL.IWATER-01 (TYP. 3-PLACES) SPRINKLER SYSTEM DESIGN CONTRACTOR a50 LF ��..._. I t:" , 160 LF 12" 90• BEND W/ CONC. 12" 45• BEND W/ CON . 12 D1 WATER I TER 312" DI WATER 1" BLOCKING PER COA DTL BLOCKING PER COA DTL WATER-01 (TYP. 4 TIMES) WATER-01 (TYP. 4 TIMES)W8� W1 1 WI0'( 6" W14 FOC 1 � W15,f W11 �` -� INSTALL 290 LF 6" FDC WATER LINE QD.I.P. SPECIAL CLASS 52 (TYP) i 3 133 LF 12f WATER GAS:. GA GAS . GA S - ®0.67� 30 LF GAS GAS GAS. - • _.. GAS _ IP P CLEAN -OUT 1 88.9 f. FI._.I TURE BUILDING 13, fit I x \ X FF=98.0 I I �-� I �� i2 50 LF-6" SDR�35 PVC 00.91X CLEAN -OUT IN/= 88.44 .. I (; ! �' 0 i 0 I I x 8 LF-8" SDR- 5 PVC @ 0,5`� cl { I' - INV 88 5 I SS OIL/WATER �EPARATOR UTILITY VAULT F F= 92.00 j j I 660_SA(MIN. A6" WATER DEPTH) ® ® TOP= 91.5 o o „ I INV 8 OUT= 8CD LO - -+ I t INV 8" IN= 87, t © © 1 12'-a 4" �R- 350 ! I 8" GATE VALVE I W/ VALVE BOX VC j I I P®0.2 I 7'-8" SDR-35I i - - I ! PVC W 0.5% CLEAN -OUT INIL 87.82 a - _ PER COA STID I------------ --- - __ III ' I I III UL LISTED FIRE IDEPT CONNECTION BLOCKING do PLUG. CONNECT I INV=88.6 I ! AND UL LISTED ° REAKWAY CAPS EXG IE=87.11 W NEW 12" WATER LINE - a _ PROR TO INSTA LATION, CONTRACTOR 6" PLUG S5 i SHALL VERIFY L E SIZE W/THE FIRE S3 SPRINKLER SYSTM DESIGN CONTRACTOR EX 6" VC �, r INSTALL FIRE HY RANT PER CITY OF AU URN - I -------_ SSM2.�--+_.._ �. 12"GV \ 3 -#-- -- 4 STD. DIET. WATE -07 (TYP 3 TIMES) - - 4-- " S R P 2" POLY WATER - 195.23 - w w w w w w w S2 SERVICE LINE _ -- - L� _ _ _ _ - _ - - r- N=Q1.44,46"�► 27 LF- 8" SOR 20.60 - 35 PVC W 0.59� p E 1 1 /2" IRRIGATION POLY LI • � '� � , '� +: W4 INSTALL SSMH �1 S E� 8 SS s S -�---s s _r--� �"`--- CT T EX INST LL 1 1/2" f GATI FOR DINT OF ON CTI TYPE II 4 S I ---------- - -- -- - SIDESEWER DE CT TER PER CITY ETAL SEE DRYIfN l 1 RIM=91.0 �i r- I U S D. D L. y INV 6= 8" (S}= 87.1v WA1 R-1 EXG SSW BY OTHERS ..... - .-r W INV 6" 8" (W)= 87. N INA INSTALL 1 1 /2" ( ! METER PER CITY OF RIM=98,5� I IE=85.94 (8" IN) EXG SSMH BY OTHERS I ( : ,p REMOVE EXISTING ICONC. AUBURN STD.._DTL:- IE=85.84 (8" OUT) WATER-14 NEW 15' WIDE W TERMAIN RIM=92.0±7BLOCKING & PLUGI INSTALL NEW IE=85.94 (6" IN i " 12" NIPPLE, 11.25' BEND W/ I EASEMENT (TYP., IE=86 00 (8" OUT) INSTALL 110','L 12 SPECIAL CLASS 52 NEW IE=861 6" IN EXG 8" PLUG 3 Why � ' BLOCKING ( ) '. � a DUCTILE IRON PIPE (TYP) � �. . IE= 86.32 N W 1-' WID WA ERM IN EASEMENT.. -TYP. I ,. I I ,._ E X -43 LF ..6" PVC' I ` EXG 12 D.I I, SS 0 % EXG FH- - I I L _ r L. Y., G AS EXG 12 D.I. W I (. All I G .x EX. POWER POLE �' WY -- G _ .. 1 W/LUMINAIRE I I & GUY ANC OR547 GAS S .-- W/UG DROP 34•A5 G _ _ GAS I s/- I _.....'" GAS EX TEL J- .. A5 _ d _- BOX G GAS -- _ R- LE A AS _ h y -�;, - ` ' - s.�"`--! E X POWER POLE 4 EX. FH G � _ W/LUMINAIRE I P,e POLE ="''"' i GAS � . I SS W/UG DROP 8' GA \ Y.a..-• �-'`�- EX. POWER POLE V. ` U ANCHOR ,. W Y ---------------- . .... . ...... 4 __.. ?> T VA l LEY .1��WAY r _ - ZE iZ - INSTALL:Nx� ;- __ 1-12"x12" TEE (ALL FL) t 1 2-12" GATE VALVES (FLxMJ) EX. SSMH CONC, BLOCKING RIM=74.83 at I IE 8" PVC N=61.54 EX. TELE. MANHOLE 0 EX. FH IE 8'; PVC E=61.51 W/FIBER OPTIC 10' EASEMENT FOR HIGHWAY SLOPES �� 1 EX. TELE. IE 8' PVC W=61.65 UTILITIES PLAN AS FILED UNDER RECORDING NO. I I POLE 1 =30 T 71081255 �y II •1• W UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. UTILITY CROSSING TABLE (WATER AND SANITARY) A NO. FG TOP UTILITY INV. BOTTOM UTILITY CROWN SEP.DIST. W1 92.60 Water 12 88.10 Storm 12 85.90 2.20 W2 91.20 Storm 12" 87.20 Water 12 & 6 85.70 1.5' W3 89.30 Water 12 84.00 Storm 18 EXG 82.35 1.65 W4 88.00 Storm 12" 85.00 Water 12 84.00 1.0' W5 80.50 Storm 12" 77.50 Water 12 72.00 5.5' W6 80.00 Storm 12 73.45 Water 12" 71.90 1.55' W7 90.00 Water 12" & 6" 84.30 Storm 12 81.80 2,5 we 93.60 Storm 12 87.80 Water 11 86.30 1.5' W9 92.50 Storm 18" (EXG) 87.73 Water 12 86.73 1.0' W10 91.15 Storm 12" 87.40 Water 6 85.90 15 WI1 91.20 Storm 12" 87.52 Water 12 85.90 1.62' WI 91.65 Storm 6 89.10 Water 6 85.90 3.2' W13 91.65 Storm 6" 88.90 Water 12" 85.90 3.0 W14 91.50 Water 12" 87.50 Water 6" 86.50 1.0 W15 91.00 Storm 12 88.00 Water 12" 86.50 1.5' St 90.70 Sanitary 8 86.27 Storm 12" 85.54 0.73 S2 90.90 Storm 6 88.30 Sanitary 8" 87.52 0.7T S3 91.00 Sanitary 8"A 87.16 Storm 18" EXG 84.73 2.43' S4 91.00 Storm 6 88.80 Sanitary 8 88.04 0.76 S5 91.00 Storm 6 88.60 1Sqnitcry8 88.12 0,48' p NOTE 3\1, SEE DWG C3 FOR STORM DRAIN LINE CROSSING TABLE INFORMATION, A2. 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 A SHALL BE CENTERED OVER VERTICAL CROSSING L /2 TOP UTILITY PIPE .. Dbbbb PIPE CROWN E THA FOAM 220 -' Y LOWER UTILITY --- 3 PIPE ,CITY OF AUBURN 6" CLEARANC CN1S UTILITY CROSSING DETAIL FIRE SPRINKLER NOTE: SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFIOW 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. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. l BY: DAM TITLE/POSITION: 6,t lam_/4AdwJP**L 47 f PAf_ CONFIRMED BY CITY: ®ATE: PROJECT REF: FAC 02-0015 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. 1 ._ Dote Approve&_ 6 ? U cry o d z � a J > �_ U N i W `^Ln W z Wo 3 re z o^ -� > 0Mo Ln z © m� 0tn mui J W ry C m Q LL.i _J 1171000 _ S C) w 0 > W s m L4J W CL V) W C\O N M Imo• w w M ( w in a c co c co ` s 4 � a 0 at of M a a a 17- 3�03 DATE 04/24/02 DRAWN MC CHECKED UED JOB 140. 01016 SHEET NO. C 4 S: \01\01016\CIVlL-DWGS\C4.dwg Drafter Name: M. CORDICE Plot Date: MAR 31 2003 14:30:10 Last Modified Date: MAR 31 2003 14:16: 29 Submittal: AS BUILT SE a3 D �? z _w -« ul 110 105 95 85 :l 75 70 0 130 125 120 115 110 105 95 all 85 :F 75 SECTION 23, TOWNSHIP 21 N, RANGE 4E / i / HINS AW MOTO CYCLE ORIGINAL SIlE STORE BUILDI G / GRADE ' BEYOND) / / 1 F/I - / _ 5' / ,I 100' ELEV. HINSHAA MOTORCYCLE / FINISHED / BY RASS STORE FISHED SITE / /I E KTRUDED SITE GRADE / DRA 4AGE GRADE BIKE LOADI C JRB DITC RAMP... FINISH FLOOR= 92.00' NEW 6" FDC ' e, NEW 12"UJI _' D, STORM PIPE r LINE FIRE HYD. i 8 „ (TYP) O INV=85.3 NEW 6" F C z z 3 m o `' ¢ EXG S E GRADE NEW 12" uj J ¢ a o `L x .� ' PER GRADING PERMIT NEW 12" ATER STORM PIPE z Q �.' ,, i .-. GRA O -OOiS INV= 87.3 NEW 48" BLDG OOf uj IZ 00, y- -- '" 1r4::\ DETENTION PIP f2f>-,- y - 09 i� r � i ' 01 "1 i NEW 12"0 ST tad PIPE r- ,a U l EXG 18" m « A SECTION PIPE 1 =30 HO C5 Z 1 "= 5' VER 30 60 90 120 150 180 210 240 270 300 330 360 390 420 / 1 HINSHAW C-Tnnr III III nIKIr% MOTORCYCLE71 % \ / I ORIG NAL SITE GF ADE 5' / FIMSHED GRADE (�/ AILING '' / I / 100' ELEV. TL 4/C7 / BY PASS DRAINAGE DITCH j ROCKERY SEE DTL 6/ 6 VERTICAL / FINISH F OOR= 92.00' NEW 6" CURB / DOWNSPOU DTL 7/0 f--- ---- ----- — J ROCKERY .- 8„� NEW 12" W TER DTL 1/C6 -' TYP Q I, BUILDIG RONTAGE EX SITE GRADE � SIDEWAL PER GRADINGPERMIT EXG CENTER LINE W. VALLEY WY- 77.95 XG 18" Y PASS STORM IPE INV.= 84.4 LL-1 II EW 8" EXG ESC SANITARY 3 6 POND TO V=86.5 1 BE FILLED N\\V x��� � NEW 60" PAVED AREA SECTION W <C Q Q W \-! DETENTION PIPE B 1 „_ 30; H w = m N INV= 75 4 74.8(�VVVIL5 RZ 1 = 5 VE T 70 0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 450 480 510 115 wil 105 # 4j 95 85 .o 75 70 -90 m D D TYP I CB --� WITH DOWN TURN ELBOW TOP= 4+-.9 90. INV= 894 88. BOTTOM= A 6.6.. O VERTICAL CURB PER DETAIL 7 C7 TYP) ASPHALT SPEED BUMP CONSTRUCTION JOINT 91.4 a 1291.3 D 91.3 a v ° a V a o ° ° j o o' a ° d a ° 0 rl o ° o Q ° % 9 ° 91.3 ° 9f. / a o ® ° a ° Q o ° 91.7 (� 13' e9l. CONSTRUCTION JOINT WASH BAY SUMP & BIKE LOAD RAMP DETAIL C5 1„=5, 6" CONC. SLAB W/ #4 0 12" O.C. E.W. -- VERTICAL CURB PER •8 DETAIL 7/C7 (TYP) b w a ° d ° o ° ° p V q Q . o o. © ° 8 ° ° o O 94.1 0 o a 94.1 ° I / 91.5 91.5 S CONCRETE CONSTRUCT1 END WALL JOINT PER DTL 4/C6 HINSHAW MOTORCY LE STORE BUILDING ORIGINAL SITE GRADE ----__— z a —, _ -- --- —___ a EXTRUDED CURB 4 FINISHED W GRADE 11 " (TYP) 8" (TYP) FINISH FL = 92.00' YE TICAL CURB — — — — — — — -..,, DI 7/C7 1_ N ` 2 0 E G SITE GRADE NEW 16" 0 NEW 12" P R GRADING PER IT SANITARY SEWER�I A 01-0015 INV48.44 EXG 18 INV= 88.1 \ BY PA LINE NEW 12" WATE INV= 89.9 NEW 12" WATER 0 NEW 12"0 \\ N NEW 6 " FDC STORM PIPE INV=864 84.9 \ NEW 12"0 \ STO PIPE \ INV= 3P 81.95 S E T 10 N 5 1"=3 ' HORZ 1 "_ ' VERT -60 -30 0 30 60 90 120 150 180 210 240 UTILITY CONFLICT NOTE: RECORD DRAWING CERTfXAT1ON 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 MALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY; --� -X DATE: OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS Of SAID UTILITIES AS TITLE/POSITIONVI eWJt/Al0rA 0�. a''G'�►�D 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. 270 300 330 360 PROJECT REF: FAC 02-0015 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By.� _ Date Approved: `� 3 0 a 1- U cr D d N i 0= �wlQ1 � 61 /IVYI {VCV �r f� W w .r`w N � z_ � x � W w Z z ca F= �' 00K, 00 D 3 M LO 0in v V Q 1— Z W � CO D O Q IIVVVVV— Ln .. < s 7— G C w O > W m o �p 5 5 5 is m m Q Q R ' a a s /Z -/3- O: DATE 4/24/02 DRAWN MC CHECKED DED JOB NO. 01016 SHEET NO. C 5 J. \u wiu+U \W VIL-IJ"UJ \%,J.Uwy I UrUitei flume. M. wnuiLC I riot uole: MAR JI cuuj I'+: JJ: LO I LOSI MUUIIIeO uUle: MAn JI LUUJ I4: 7U: 9I I JUDIT11110I: AJ t5UIL i �,t l ®3D17a*� RAILING PER DTL. 4/C7 CONT. ALONG ROCKERY, WHEN ROCKERY HEIGHT IS GREATER THAN 30" PER UBC SEC 509 TOP OF WALL (T.O.W.) CONC. CURB PER PLAN PER DTL 7/C7 PRECAST WHEEL STOP AT ALL TOP SALLS ALONG WALL SLOPE O JM�1 �\�97, SOF — o\� 91GIP\ki� H ATtRIAL O O QO 0 MINIMUM 12" WIDTH OF 2"-4" bUARRY SPALLS ADJACENT HEIGHT (H 6 0 O 0 TO ROCKERY MAX = 6 F� O O ET O 0 \\ GEOGRID REINFORCEMENT O Q Q `� _ COMPACT FILL CURB AND PAVING O �O NON -WOVEN FILTER FABRIC PER DTL 5/C8 0 O 0 �� N �00 \ B=(H)/3 MIN,=24" _ o �� — WASHED ROCK: MINIMUM 6" COVER 4, OVER AND 2" UNDER PIPE FIRM, UNDISTURBED SOIL �t 4" PERFORATED PVC PIPE (SLOPE TO DRAIN) XNERAL ROCKERY NOTES: ROUTE TO MH AS SHOWN ON PLAN OR DAY -LIGHT 1. ROCKERIES SHALL BE CONSTRUCTED BY AN EXPERIENCED CONTRACTOR, IN ACCORDANCE WITH THIS DETAIL, THE MINIMUM WIDTH OF THE BASE ROCK SHOULD BE H/3, WHILE THE WIDTH OF THE TOP ROCK SHOULD BE 18". 2. FOR FILL ROCKERIERS GREATER THAN 4 FEET IN HEIGHT, GEOGRID REINFORCEMENT SHALL BE TENSAR BX 1200 OR EQUIVALENT. SUBSTITUTIONS SHOULD BE SUBMITTED TO THE GEOTECHNICAL ENGINEER FOR APPROVAL PRIOR TO STARTING CONSTRUCTION. THE GEOGRID SPACING (S) SHALL BE NO MORE THAN 2 FEET. THE GEOGRID LENGHT (L) SHALL BE NO SHORTER THAN 0.7 H. FOR FILL ROCKERIES LESS THAN 4 FEET IN HEIGHT, NO GEOGRID REINFORCEMENT IS NEEDED. 3. A MINIMUM OF 12" OF QUARRY SPALLS SHALL BE PLACED BETWEEN THE ROCKERY AND THE COMPACTED FILL, WITH A 4" DIA. PERFORATED DRAIN PIPE BURIED IN THE IN THE SPALLS AT THE BASE OF THE ROCKERY. 4. THE FILL SHALL BE COMPACTED IN A MAXIMUM OF 12" LIFTS TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR (ASTM D-1557). 5. SURFACE WATER MUST BE PREVENTED FROM INFILTRATING INTO THE COMPACTED FILL. TO ACCOMPLISH THIS, THE GROUND SURFACE SHOULD BE IMPERVIOUS, LIKE 12" OF TOPSOIL OR PAVEMENT. IF ANY UNANTICIPATED GROUNWATER CONDITIONS ARE FOUND DURING CONSTRUCTION, WE SHOULD BE NOTIFIED IMMIDEATELY. SOME ADDITIONAL DRAINAGE FEATURES WILL BE NECESSARY IF GROUNDWATER CONDITIONS WARRANT THEM. 6. ROCK SHALL BE SOUND AND HAVE A MINIMUM DENSITY OF 160 POUNDS PER CUBIC FOOT. ROCKS WEIGHING LESS THAN 100 POUNDS SHALL NOT BE USED. 7. ROCKERIES 4' AND OVER IN HEIGHT REQUIRES A PERMIT AND INSPECTION (UBC SEA. 3317.1) WHICH AT A MINIMUM SHALL CONSIST OF INSPECTION AND EVALUATION OF SUB GRADE, F.ACEMENT OF BASE COURSE AND DRAINAGE, AND FINISHED ROCKERY, 1 REINFORCED ROCKERY DETAIL C6 NTS C6x8.2 GALV CHANNEL W/ NELSON STUDS 6" CONC. SLAB 24" OC #4 24" O.C, ELEV.= 94.1 CD a d . G e drly , d =III=1il—, ,I�IIIil�llll=llllilllllil, �- L 3x3xY4 GALV W/ I=1 NELSON STUDS C 24" OC III- a I= GRANULAR BACKFILL COMPACT TO 95% (4) 14 HORIZ. 4 1 1/2" -CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI #4 016" O.C. -REINFORCING SHALL BE PER ASTM A-615, PAVING PER ° GRADE 60 FLAN d 4" PERF. PIPE W/ 12"- 3/4" WASHED ROCK, TIGHTLINE TO CB OR SWALE ° #4 ®16" O.C. - d ° d NOTE SOIL UNDER FOOTINGS SHALL HAVE MIN. BEARING CAPACITY 12" 6" OF 2000 PSF. NOTIFY THE ENGINEER IF OTHER CONDITIONS (7) #4 ® CONT 3' ARE FOUND. 4 RETAINING WALL C6 N.T.S. SECTION 23, TOWNSHIP 21 N, RANGE 4E SINGLE CAST IN 0 GRADE A 24" MANHOLE FRAME AND COVER MARKED "STORM" PER STD DETAIL SSFC-1 (TYP.ALL) 2 CONC. COLLAR C6 Y4"=1'-0" y�0" T� 2'-0" 2,-0" MULTIPLE 6" CONC SLAB W/ #4 ®12" O.C. EA. WAY AT CENTERLINE, AND 4- #4 X 3'-0" DIAGONALS AT EA, ACCESS RISER 24" ACCESS RISERS MOUND CONCRETE CO 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 p n O G%\�\•�\\ _ Z `\ I ZV � D 0 D CONCRETE 0 G � � z 14"0 MIN STEEL BOLLARD DETAIL C j N.T.S. SLOPE TO CHANNEL AWAY RUNOFF 1or2 .......... "•' MINIMUM 12" DEPTH OF MIN.=1 \ COMPACTED TOPSOIL. 6 O O O O \ MINIMUM 12" WIDTH OF 2"-4" 00 O 0 O 0 / QUARRY SPALLS ADJACENT j TO ROCKERY HEIGHT (H) 0 0 0 0 0 STABLE CUT FACE MAX = 8 FEET O 0 0 0 NON -WOVEN FILTER 00 0 0 / FABRIC \ WASHED ROCK: MINIMUM O O 0 / 6" COVER OVER, AND 0 0 /i 2" UNDER PIPE. 0 0 4" PERFORATED PVC MIN.-12 PIPE (SLOPE TO DRAIN) -- ROUTE TO OFFSITE BY-PASS DITCH 2n I� DISTURBED SOIL GENERAL ROCKERY NOTES: 1, ROCK SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL STANDARDS. 2. ROCK SHALL BE SOUND AND HAVE A MINIMUM DENSITY OF 160 POUNDS PER CUBIC FOOT. 3. A MINIMUM OF 12" OF QUARRY SPALLS SHALL BE PLACED BETWEEN THE ROCKERY AND THE CUT FACE, WITH A 4" DIA. PERFORATED DRAIN PIPE INSTALLED AT THE BASE OF THE ROCKERY AS SHOWN. 4. EXPOSED SLOPE SHOULD BE VEGETATED OR HYDROSEEDED FOLLOWING COMPLETION TO REDUCE THE POTENTIAL FOR EROSION, 5. IF THE ROCKERIES ARE TERRACED, THE HIGHER SHALL BE SET BACK FROM THE LOWER ROCKERY A DISTANCE AT LEAST EQUAL TO THE HEIGHT OF THE LOWER ROCKERY. 6. ROCKERY HEIGHTS SHALL BE NO TALLER THAN 8 FEET FOR CUT ROCKERIES. 7. ROCK SHALL BE SOUND AND HAVE A MINIMUM DENSITY OF 160 POUNDS PER CUBIC FOOT. ROCKS WEIGHING LESS THAN 100 POUNDS SHALL NOT BE USED. 8. ROCKERIES 4' AND OVER IN HEIGHT REQUIRES A PERMIT AND INSPECTION (UBC SEC 3317.1) WHICH AT A MINIMUM SHALL CONSIST OF INSPECTION AND EVALUATION OF SUB GRADE, PLACEMENT OF BASE COURSE r1ND DRAINAGE, AND0 FINISHEDROCKERY. CUT ROCKERY DETAIL C6 NTS S: \01\01016\CIVIL-DWGS\C6.dwg Drafter Nome: M. CORDICE I Plot Dote: AUG 23 2002 15:20:37 1 Lost Modified Dote: AUG 23 2002 15:08:52 1 Submitiai: REVISION 3 QU U Z� M Y A I = a_o w C6 25 W U 0- Q z a_ =z 1V2" HAND GRASP RAIL PROVIDE SUFFICIENT CLR FOR HAND. TYP BOTH SIDES /4" THICK PRE MOLDED STL. PIPE HANDRAIL FILLER. SEAL TYP TO RAILING DETAIL. Z a JOINT ABOVE TYP BOTH SIDES FILLER N° 2.0 EXISTING 6'-5" V SIDEWALK (7 RUNS ELEV. 88.9 1/2"CHAMFER 1" (TYP) TYP. 4 0 12" O/C W. 3" CLR. #4 NOSE 6" 1 IIN. i BAR � Ln PAVING PER PLAN 00 " WIDE CONC STAIR CURB BOTH S )ES 1.0% '7_ ELEV. 84.57 _ SOIL UNDER TAIR ! F :: ; I ;-, s , ,. I i }'10DI> s• . _ _. - -CONCRETE SHALL HAVE 28-DAY COMPRESSIVE 3 / 4" THICK STRENGTH OF 3000 PSI & 5% AIR ENTRAINMENT PRE MOLDED FILLER. SEAL -REINFORCING SHALL BE PER ASTM A-615, JOINT ABOVE GRADE 60 FILLER 3 STAIR SECTION C6 NTS �— RAILING 6" STAIR CURB(TYP) 4' TREADER CONCRETE o CURB DTL 7/C7 ------------ �W #4 NOSE — — — — — — — — — -- N BAR �D ELEV. 88.9 C>0 �0 #4 CONT. ROCKERY 3 " "�.. N 6" CURB 4 ®12" O EW , #4 012" OC, DTL 1 /C6 .'' t I.. 15" #4 ®16" OC. a TYP BOTH SIDES �O ': `!? a EXTRUDED CURB & PAVING DTL. 5/C7 15" t :, ELEV.84.57 • a, , !a1 r4I I . 120 (5)#4 CONT. NOTE: SOIL UNDER FOOTING TYP SHALL HAVE A MIN. OF 2000 PSF. NOTIFY THE ENGINEER IF OTHER CONDITIONS ARE FOUND A STAIR SECTION O � Q cr D F- 0o p d Z © Q ® % 00 %` N V I ao o w N a Z Z w v 3 to V v Z F- ,: 00 M v r� ^ J > 00 Z =3 cn O L Z LL J :D m (D a V) V) W 'Q = V :z U r w J O w M F- M (10 V) Q w 0 0 V) Z C) F_ V w W uj w w 2 V) N N N 01 (0 N I-) ( fD OD 5 � E � M ck� o_ M M cx N aLLJ UC5 v w w w C6 NTS � �- R9 741 Cs UTILITY CONFLICT NOTE: RECORD DRAWING CERTIFICATION PROJECT REF: FAQ 02-0015 DA1E 4/24/02 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 DRAWN MC OM 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 CHECKED DED AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS 3 T 0? - OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER BY.• DATE, Approved By. ..._ ,. �- JOB NO. OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TITLE/POSITION: L411. meffit OF XeCOILV 01016 SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE Date Approved: , 2.3/of t SHEET NO. 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 Cp CONSTRUCTION. , (TYP) (TYP) rtEr PIPE MH PLAN VIEW FRAME, GRATE& ROUND SOLID COVER NOPTIJ MARKED "DRAIN" WITH LOCKING BOLTS RIM 3.36 Z � 6Ox3O RED. W QV_ " SMOOTH - WALL PIPE TOP OF RISER " f L= 80 4 = 7 0 60 PIPE - - - - PIPE SUPPO TS SEE NOTE 5 y THIE- P!I'E x �_►aos_�l- 1.5! DIA o N�TEs: 1. USE 51" DIA CATCH BASIN TYPE 2 2. METAL PARTS: CORROSION RESISTANT, PER COA STD DTL STORM-01 3. FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE VISIBLE FROM TOP. B) CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C) FRAME IS CLEAR OF CURB. 4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4" 5. PROVIDE AT LEAST ONE 3"xO.090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL (MAX. 3'-0' VERTICAL SPACING). PIPE INVERT 45.40 74.76 OUTLET PIPE 11 &5 30" PIPE Li STD HANDHOLDS INVERT 74.76 STEPS OR LADDER �r PER COA STD z DTL STORM-1 N RESTRICTOR PLATE N W/ 1 " DIA ORIFICE 1' SECTION OF PIPE ATTACHED 4-5'° 6' BY GASKETED BAND TO ALLOW REMOVAL CATCH BASIN TYPE 11 72" NTSPAVED SURFACE AREA CONTROL STRUCTURE li .. •e" n,nr FRAME, ROUND SLOTTED GRATE MARKED "DRAIN" WITH LOCKING BOLTS Jt OTESL 1. USE 48" DIA CATCH BASIN TYPE 2 2. METAL PARTS: CORROSION RESISTANT. PER COA STD DTL STORM-01 3. FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE VISIBLE FROM TOP. B) CLIMB-DOAN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C) FRAME IS CLEAR OF CURB. 4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1144" 5. PROVIDE AT LEAST ONE 3"x0.090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL , 6Ox3O RED. -\'- 3 SECTION 23, TOWNSHIP 21N, RANGE 4E PAVED AREA RELEASE RATES YR PRE-DEV OFFSITE BY-PASS DESIGN GOAL DEV-RELEASE ELEV CONTROL 6 MOS 0.02 0 0 0.02 0.04 77.6 MH #1 1 YR 0.11 0.01 0.01 0.06 0.05 79.3 II # 1 10 YR 0.29 0.02 0.01 0.3 0.21 79.71 MH #I & 3 25YR 0.41 0.03 0.01 0.43 0.32 79.85 MH #1 & 3 100 YR 0.55 0.05 0.02 0.58 0.55 80.14 MH 11 & 3 �72- -iV" q{MH 'E�INLET (TIT') PLAN VIEW RIM 82.4O82.50 il Z 3" ROUND ORIFICE HOLE 12" DIA. SMOOTH -WALL PIPE a r TOP OF RISER 111" RAD14G AREA RELEASE RATES YR PRE-DEV V-RELEASE ELEV CONTROL 6 MOS 0.01 0.03 85.70 MH #4 1 YR 0.04 0.04 86.66 MH #4 10 YR 0.10 0.09 87.27 MH #4 25 YR 0.15 0.1 87.66 MH #4 100 YR 0.20 0,21 88.10 MH #4 PIPE NOTES: 1. USE 48" DIA CATCH BASIN TYPE 2 2. METAL PARTS: CORROSION RESISTANT. PER COA STD DTL STORM-01 3. FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE VISIBLE FROM TOP. B) CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C) FRAME IS CLEAR OF CURB. 4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRE TE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS Y4" 5. PROVIDE AT LEAST ONE 3"xO.090 GAGE (MAX. 3 -0 VERTICAL SPACING). SUPPORT BRACKET ANCHORED TO CONCRETE WALL C7 NTS PAVED SURFACE AREA (MAX. 3'-0" VERTICAL SPACING). BY-PASS STRUCTURE S:\01\01016\CIVIL-DWGS\C7.dwg I Drafter Name: M. CORDICE I Plot Date: MAR 31 2003 14: 41:38 1 Last Modified Dote: MAR 31 2003 14: 40:11 1 Submittal: AS BUILT SET 30" PIPE STD HANDHOLDS STEPS OR LADDER PER COA STD DTL STORM-1 2 YR EL--. INVERT L4 74.8CI J/ N 17 N 6' CATCH BASIN TYPE II - 72" 'IPE SUPPORTS EL- -ft* 78.90 Q EL= ft4 78.50 n ,-4" ROUND ORIFICE HOLE 1.5 DIA «, MIN M OUTLET PIPE IE NOTE 1 &5 a "-INVERT -75.4874.80 12" CAP FRAME, "MD M PR WIT HATE BOLTS 48x30 RED,(TYP)--,,`-� STD HANDHOLDS STEPS OR LADDER PER COA STD DTL STORK-1 0 w M 8" DIA. x 18" DEEP CONCRETE 5' POST SPACING OF CONIC. WALL 1 1/2" DIA. STD, PIPE Q POST & RAILS NOT 1. GALVANIZE AFTER ASSEMBLY, 2. PROVIDE SLEEVES FOR FIELD CONNECTIONS BETWEEN PIECES. POST IN SOIL 4 TYPICAL RAILING DETAIL C7 NTS 10" PIPE INLET (TYP) 24"0 (TYP) TYPE 2-" MH [LET 72"d PLAN VIEW 4 RIM 44-§893,02 Uj ORIFICCENHOLE 111" ROUND ORIFICE HOLE - W-7 F7 lAz--PIPE SUPPORTS 87.72 co _ 0 86.92 4 N OUTLET `V 0 W TYP. uci' INVERT-&k.+84.00 fV 1' SECTION OF PIPE ATTACHED nr LE BY GASKETED BAND TO ALLOW LlREMOVAL UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, RESTRICTOR PLATE DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON RE 1" DIA ORIFICE THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE 6 THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CATCH BASIN TYPE II - 72" 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 NTION CONTROL STRUCTURE MN �4 OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT BUILDING SURFACE AREA THE CONTRACTOR IAs SHALL CO sums TTRSUPER�T E OCCUR, INC. CONTROL STRUCTURE TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION, MIN. MIN. V-0" cy- z > z w � PARKING ONLY Cy LLJ VAN ACCESSIBL 0 STAINLESS STEEL FASTENERS. WHITE LETTERS & SYMBOL ON BLUE BACKGROUND METAL SIGN, BOLT TO STL. PIPE POST. ADDITIONAL SIGN AT VAN ACCESSABLE PARKING SPACES ONLY 1 /4" GALV. SCHD. 40 STL PIPE W/CAP, 1" CONC. WASH GRADE �. $ DIA. CONIC. FOOTING N _III II - 'I III- I NOTES: �' . •III, , 1. SIGN TO BE PER LOCAL JURISDICTION REQUIREMENTS. VERIFY SIZE, SHAPE & VERBAGE HANDICAP SIGN 2. PROVIDE SIGN AT EACH NOT TO SCALE 6 HANDICAP SIGN S ADICAPPED PARKING C7 NTS GRADE I" DOWN EXTRUDED CONC. CURB FROM TOP OF 1 /2" 5 1 /2" 1 / " CURB. 2" CLASS "B"ILI A.C, PAVING SLOPE -III-11t-�tl OV40E 1'-0" LEVEL DN. AREA MERE (MADE - - - - - SLOPES DOWNWARD OUTSIDE OF PAVING q q p Q�tl�pLbLb V 2" LEVELING TOTE' I=III=III=Ill=ll III=III=III= COURSE COMPACTED TO i i I -I i i- 95% PROCTOR SUBGRADE SOIL. 4" BASE COURSE SEE NOTE COMPACTED TO 95% PROCTOR CURB AND PAVING SECTION C7 NTS CAST -IN -PLACE CONCRETE CURB Y2" CHAMFER TYP. PAVW PER PLAN • i ' II- 777 0.:0 . ' I - I o'-_. 7,,01 6" (2) #4 CONT. COMPACTED SUBGRADE CONCRETE MALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI AND 5% AIR ENTRAINMENT - REINFORCING SHALL BE PER ASTM A-615, GRADE 60 RECORD DRAWING CERTFICATION THESE DRA04GS CONFORM TO THE CM7RACXn OONSY M RECOIL. B. • DAIE• TITLE/POSITIION: r jf /M a eft OF A CONFIRMED BY CITY: DATE: PROJECT REF: FAC 02-0015 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WW'7H THE CITY OF AUBURN ENGAVEERING DIVISION'S REQUIREMENTS Approved 4. We Approve& sh' 116 0 Q o 00 0 E� z ® J 5 °° V i 1 N _ `rn W W r Ln CN ` `� nn U Z C7 c < 0 U_ z Ids) z A _j z 0 Q z W m Q W to >_ ,- C) L w J J D 7 L � �, t-- V) 5 B W.a a a a le uAlt 4/24/02 DRAWN MC/0M CHECKED DED JOB NO. 01016 SHEET NO. C1 03 0 17,23 80.31' S:\01\01016\LANE L 0 BEGINING f NEW CURB 20.600 TIFIC_NoLAF___ CDl�/AQtrt__�I�4AJ�>r _-- __—AGRDQTI:e1 TE4U1G__ C.01.09I,AL Sl=t4TUP_AASS 1=�`t'l7OA--12uE5eA IZ-.5D FE-SC,UE _ tT APYSt�AT_LON�RATE_:PI;2_ACRE�i201b,-5-•5--I0FEPTILtZEV_/ 200016, WOOD FttzE•P_ mica �Ipqml�"1110 ku A I / �011 ► f 1! ...��"1� t '? iY.~+t`:`.ut%%� '..I b�i 't �.11 _ . -T IL 0 0 ®• O 0 ■ O 0 �X 1 xxx j�(( JCX I n Y f( r ., OU i gg' IF zt Y 04 FT 3 X X %r � c- F- x�{,dS•� far r t v r+ � x-�t %f ru lP 1 ! , � * ?y, F 'i, �3� r� q� ai kw :.� °� t a• '•,� \ t�<.., .:+`"•'a• :a a a 1 If •, � �.�'. ,w.fjf.�r� ti'. •� �. � ' � kc. �%^r ♦ � Ir ��� i � fir' �..i'�- �,, . '„✓ L (� .I �+�' i �"•ram a '�: a*r. � -• ... F-._ ?MRAM �"•r+ a ++•,.. � ■. � \ f -,-- _ . _..�� , , ��• :.:.•�?�`�'�s�,�.� ems, a �' • � • ��� • • i Cy) % ti C)..) i� i--n LANDSCAPE PLAN = Naff, -DWGS\L1.dwg I Drafter Nome: M. CORDICE 1 Plot Date: APR 23 2002 16:49:2§ 1 Lost Modified Date: APR 23 2002 15:55:43 1 Submittal: PERMIT SET v-. W C W, fV T:>1_\WT Lls-r D UA1-.i`r' -SIO.C.AR.CTpSTAPRYLOS OVA,-U25I iLlhlNtl�ll�lNtc� i4 CARPIh4US 2,F_TUl.0S`FA6T1G1ATa,' COW/Ai4AP_ eJJizOPr_AN �}OQ�tl3�4{h PILAUS CWATUIZ.T,A 5 02E F,IN'1= i QII-IU6 (gUFO VAS,/AUGO /lUGcf{O 1�Ii-IE -- 5b t2lFbto01:) DoD�!-6Drt0N CO2tJ.4TA LJT-TUELIE-_AI L1FlP t�t \E7'LAi.1l3:/tIl-IGTtoµ PLAN+ &Y 0Tf4E2s JEST vAcLL_F_y 2oa.l3 1.4T FILA4 5y cm4Efzs - x i« N x M TI PI- o I I. D t�1DE R _ Ti2 E >� F' 0 � I �I.a►JTE 12K1 NG1 -rFz e sT CoL1N T T -t�. c Z tr? Ir FA I:2 K� N 4# I-� T2MCR NIJ M E5F 12-I tJ� �?5U`� 8 264Z r*,;ZK..I 4* L-o T 7)Z,55 nw6 I2Isb 2&v1' I b R»K.IN� 5-rjkl_� ISLp,tJ,tx� 3,0"4 sF f2a4?U K Ep pPJ2K4WGf 5 rA%L-L I_S. 2111CO 5 F T E= E.s 1 N Lp.W t� AQ t l TALi �.Ra NScf� Pt !.� 5, M 1 6 �17 sF_ ' E3*z;z 115►2. M1171GTP,TIDN (r/�.NbSGa.F�IN'�r G f�Ac o I - oo 33) cars I c>=. �F f5U. =FE12 ,520 SF MIr�I�r,�TION I-��-Ie�APINGt ot.►T61 D� ���� �. 07-H E 121,5 SHEET INDEX NOTES 1. Subgrades, including berms, to within 1/10th foot provided by General Contractor unless otherwise noted. 2. Subgrode shall be scorified or rototilled if conditions require. 3. 4" depth 3-way topsoil or equal in all planting areas. 4. 2" depth f! v grade bark mulch in all planting beds. 5. All plant aterial shall be healthy, full and conform to USA standard iarsery stock, latest edition. 6. Plant material or size or kind not available may be substituted only with written approvol of Landscape Architect, Owner, and Planning Department. 7, All mass ptrantings shall have triangular spacing, 8. All tree pity shall be inspected to insure proper drainage. 9. Positive daanage shall be maintained. Mound planting areas minimum 12". 10. Shrubs one trees minimum 2.2" from curb for car overhang unless wheelstops noted, 11. 8" wide bcrk mowing strip where lawn is adjacent to binding. 12. Landscape Contractor shall maintain site until final inspection and acceptance by Owner. La No Scale TREE PLANTING DETAIL No Scale L1 - LANDSCAPE PLAN- DETAILS & NOTES L2 - IRRIGATION PLAN- DETAILS & NOTES UTILITY CONFLICT NOTE: RECORD DRAWING CERTIFICATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THESE DRAW NGS CONFORM TO THE DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON RUCTION RECORDS. THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. y THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 (L L- AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY, DATE � 0? OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TITLE/POSITION- 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 NTH CONSTRUCTION. Oct, WALL s TF__EEs Prune diseased and broken branches Water basin with 2 mulch Compacted topsoil water thoroughly, fertilize as req d Planting hole min. twice size of root boo Prune diseased and broken branches 16 gauge steel wire through clear vinyl hose below first crotch 2x2 wooden stakes securely driven into ground. Stoin brown. Water basin with 2" mulch Unglazed planting pit surface 1 /2 topsoil, 1 /2 native soil, water thoroughly, fertilize =CT REF.• Th a PLAN SHEET REFLECTS THE CITY OF AU6URN'S.MINIMUM LANDSCAPING REQUIREMENTS. Approved By: Date Approved: DB•2b•0Z O Q � o U a D 01=1 O � �d J > ^ (((o' V U h t 01=1 O M iY •� rri W W (n N 0z Z W >. C to r` = r n i •� (^' J ao V) cLn 0 Z 0 U N Q W CL' V/ �J 111710110 O F_ s LlI J J �- > M ,Ors N Q W 0— 'V W Imo. Vl l .� W W J J W W N 0 b ro 0 0 I: DATE ' 04/24/02 DRAWN MC CHECKED DED JOB NO. 01016 SHEET NO. L 1 03bI 1R � I I I I I I I �QII J� 80.31' _ — - �GINING l NEW CURB II li rF a i�i�1i�. -i ��1 lei •v 4 I�"-.tss�r�cE cc�zl� --- -'Ln _- -�r'� -- _ _ _ IRRIGATION NOTES: 1. ELECTRICAL CONTRACTOR TO PROVIDE INSTALLATION OF 120V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER INCLUDING AIRE HOOK—UP INTO MOUNTED UNIT. CONFIRM LOCATION OF CONTROLLER WITH LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 2. POINT OF CONNECTION TO TIE INTO 1-1/2" SERVICE LINE. REFER TO CIVIL DRAWINGS. 3. IRRIGATION CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK, ALL WORK TO BE INSTALLED PER LOCAL CODE REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. 4. IRRIGATION CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALKS, CURBS, AND PAVED SURFACES DURING INSTALLATION OF IRRIGATION WORK. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK AND PROTECT SAID UTILITIES, 5. HEAD AND PIPE POSITIONING IS DIAGRAMMATIC. ADJUST IN FIELD AS NECESSARY TO PROVIDE ADEQUATE COVERAGE. ASPHALT OVERPOUR TO BE REMOVED AS REQUIRED TO PLACE IRRIGATION HEADS IN PLANTER ISLANDS AND ADJACENT TO PARKING AREAS, 6. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR WINTERIZING THE SYSTEM AND ACTIVATING THE SYSTEM (ONCE EACH) PER THE SPECIFICATIONS AS PART OF THIS WORK. 7. REFER TO SPECIFICATIONS, LANDSCAPE PLANS, ARCHITECTURAL PLANS AND CIVIL ENGINEERING PLANS FOR ADDITIONAL NOTES AND INFORMATION. sh grade/ Top of mulch —Up sprosprinkler sue- res plastiPR c Mnozzle -Inch male NPTx .490 Inch Elbow Nipple or Funny Pipe Schedule 40 Tee or Ell V1 2-Inch male NPT x .490 Inch orb Elbow PVC Lateral Pipe POP-UP SPRAY SPRINKLER No Scale A. 0 ^fE� 4� U err D oO (� Z /� > G__j 00 9D M W nnn W U � Z C� W d � C� F W 0-010 W Z V) � W a_ (D z XZ 0 z Q Z CL m D Q S:\01\01016\LANDSCAPE--DWGS\L2.dwg I Drafter Name: M. CORDICE I Plot Dote: APR 23 2002. 17:05:51 1 Lost Modified Dote: APR 23 2002 16:07:05 1 Submittal: PERMIT SST 171� 03 D I � I.,