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HomeMy WebLinkAbout05D1767SITE ADDRESS BENCHMARK EMERALD COURTE TOW-NHOMES 916 ND ST NE CITY BENCHMARK 16-K USED, AUBURN, WA 98001 ELEV. 65.24 (NAND-88). � A PORTION OF THE NE 1/4 OF SEC.07,TWP■ 21N■ RNG■ 5E■ W.M■ AU SURVEYOR TEMPORARY BENCH MARK AT SW WARREN T. LAY, P.L.S. HYDRANT CAP NUT W/ X, 704 AUBURN,AWADR. 98002 SE VSHEET2 F R LOCATION. GENERAL NOTES [CITY OF AUBURNI 206-833-1149 ARCHITECT: BASIS OF BEARING 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF Ce W. BRANNON D.C. AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE < MR. BOB MICKEY APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL CL NORTHWEST HOME DESIGN, INC. REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 4928 109TH STREET SOUTHWEST LAKEWOOD, WA 98499 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE PH:253 584-6309 FAX253 588 0607 "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (MOT) - CITY OF AUBURN. KING COUNTY, WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL -- --- _x_- " K61 �__NOTE: ALL ADJACENT PARCEL LINES ARE APPROXIMATE AND R - 2 PARCEL I PARCEL )50 I WERE SKETCHED FROM 2688800060 I 2688800070 I THE PARCEL MAP. 5.00' TYPE -III 64 LANDSCAPE s���2/z6rIE EASEMENT y e r- CONSTRUC110N (2000/LATEST EDITION), EXCEPT WHERE _ _ 1�T I _ ZONING i _-�"""�`�------ SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION r / `r I`` ~ �- LOCATION ZONING CURRENT USE STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE J d i r "o 0 64.00` �t SITE R4-HIGH DENSITY RESIDENTIAL VACANT w a 30.00 BUILDING SETB�4CK =_ _ I" f71N 1 i AVAILABLE Al THE JOB SITE DURING CONSTRUCTION. U o NORTH OF SITE R4 SINGLE FAMILY RESIDENTIAL < o EAST OF SITE R2-SINGLE FAMILY RESIDENTIAL SINGLE FAMILY RESIDENTIAL CL 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE SOUTH OF SITE R4 MULTI -FAMILY RESIDENTIAL START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS WEST OF SITE R4 MULTI -FAMILY RESIDENTIAL DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. LEGAL DESCRIPTION 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE /� M LQT 2 CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT --� PARCEL 000100-010-9 BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS ! 0 THAT PORTION OF THE SOUTH 1/2 OF THE WILLIAM BRANNON DONATION OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION LOCATION CLAIM NO.37, IN KING COUNTY WASHINGTON DESCRIBED AS FOLLOWS: MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR ( o� �FN STARTING AT THE MONUMENT AT THE NORTHEAST CORNER OF SAID SOUTH UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 1/2 OF DONATION CLAIM NO. 37; THENCE WEST ALONG THE SAID NORTH REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING ' LINE OF DISTANCE OF 1902.62 FEET TO A LINE THAT IS PARALLEL WITH CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL AND 769.90 FEET EAST OF THE WEST LINE OF SAID DONATION CLAIM; (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY THENCE S 015' 42" E ALONG SAID LINE A DISTANCE OF 388.28 FEET TO SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). - 4 5.00' THE TRUE POINT OF BEGINNING; THENCE EAST ALONG A LINE THAT IS _ LAND PARALLEL WITH AND 388.28 FEET FROM THE FROM THE SAID NORTH LINE 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED / IL -- A DISTANCE 135.60 FEET; THENCE S 015' 42" E ALONG A LINE THAT IS TO THE CITY FOR APPROVAL IF THE CITY BELIEVES THAT THE PARALLEL WITH AND 905.50 FEET EAST FROM THE WEST LINE OF SAID DISABLED PARKING PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET DONATION CLAIM A DISTANCE OF 271.80 FEET TO A LINE THAT IS AREA AND PARALLEL WITH AND 660.08 FEET SOUTH FROM THE SAID NORTH LINE; NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK STRIPING, SEE HOURS OR ALTERNATE ROUTES. �� ,'aaEr THENCE WEST ALONG SAID PARALLEL LINE A DISTANCE OF 309.00 FEET DETAIL 4 1 TO THE EAST MARGIN OF I ST. N.E. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON C5 THENCE N 015' 42" W ALONG SAID EAST MARGIN 35.00 FEET, AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL THENCE EAST ALONG A LINE THAT IS PARALLEL WITH AND 625.08 FEET METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET - - - - - SOUTH OF SAID NORTH LINE A DISTANCE OF 173.40 FEET; THENCE N 015' MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. 42" W ALONG A LINE THAT IS PARALLEL WITH AND 769.90 FEET EAST OF CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES THE WEST LINE OF SAID DONATION CLAIM A DISTANCE OF 236.80 FEET TO AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF THE TRUE POINT OF BEGINNING. CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. CONTAINING 42920 SQUARE FEET, MORE OR LESS - SS 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC EARTHWORK QUANTITIES FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON - - - LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED CUT- 800 CY PROFESSIONAL CIVIL ENGINEER. FILL= 1200 CY NET= 400 CY 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUC11ON VERIFY QUANTITIES FOR BID PURPOSES. DOCUMENT" HANDOUT, TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR CONSTRUCTION SEQUENCE: MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECT10N 2-09.3(3)8, IT SHALL BE SHORED 1. ARRANGE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY. AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR 2. FLAG OR FENCE CLEARING LIMITS, WORKER SAFETY AND SEI ASSUMES NO RESPONSIBILITY. ALL TRENCH 3. INSTALL PERIMETER PROTECTION (SILT FENCE) SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON 4. INSTALL CATCH BASIN INLET PROTECTION. INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. 5. INSTALL CONSTRUCTION ENTRANCES. 6. CONSTRUCT SITE IMPROVEMENTS. UTILITY NOTE 7, ONCE THE SITE IS FULLY STALIZED TEMPORARY EROSION CONTROL FEATURES &OVE CLEANMNG ALILIPIPES & LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED STRUCTURES OF SEDIMENT. ON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING 1-800-424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITY LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT SOUND ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SOUND ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, SEI CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, OR RULE. DEMOLITION NOTES THESE PLANS IDENTIFY MOST, BUT NOT ALL EXISTING FEATURES TO BE DEMOLISHED, ABANDONED, OR RELOCATED. CONTRACTOR IS TO REMOVE AND OR RELOCATE ALL ITEMS AS IS NECESSARY TO PROPERLY INSTALL PROPOSED IMPROVEMENTS. CONTRACTOR SHALL COORDINATE REMOVAL/ABANDONMENT OF ALL UTILITIES PRIOR TO DEMOLITION. SITE SHALL BE DEMOLISHED, GRADED, AND STABILIZED BETWEEN APRIL 15 - OCTOBER 15. IF SITE WORK IS TO BE DONE OUTSIDE OF THESE DATES THEN ADDITIONAL EROSION CONTROL FACILITIES AND RESTRICTIONS BEYOND THOSE SHOWN ON THESE PLANS WILL BE NECESSARY. NOTE THE CAD FILE WILL BE PROVIDED TO THE SURVEYOR FOR AID IN STAKING. IF THERE IS A CONFLICT BETWEEN THE CADD FILE AND THE PLANS, THE CONTRACTOR OR SURVEYOR SHALL CONTACT THE ENGINEER IMMEDIATELY. UTNJTY EASEMENT PARCEL 0001000077 14' STRIPED PAVEMENT WALKWAY (TYP.) FOR (ACCESS FROM PARKING TO _ TOWNHOMES R-4 2 0:458an'rDOVE WAY �- Qo*o aNTER ONE /�F��P TX�IVCf/ /AND GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft.. VICINITY MAP N.T.S. EXISTING LEGEND 'M a PROPOSED MONUMENT FIRE HYDRANT FDC POWER SERVICE WATER METER WATER VALVE WATER SERVICE SANITARY SEWER MANHOLE (SSKAH CATCH BASIN (CB) STORM DRAIN MANHOLE (SDMH) POWER POLE POWER TRANSFORMER _STD�JK We#7 / DKS . [-] P POWER VAULT - mp) G+s GAS SERVICE PARCEL iV GAS VALVE 5409000020 0J JUNCTION BOX SIGN TREE ' ------ WIRE FENCE WOOD FENCE c� - - - - PROPERTY LINE S SANITARY SEWER LINE p� O. D STORM DRAIN LINE W WATER MAIN LINE - - - - - - - EDGE OF PAVEMENT 15' PROPOSED UTILITY EASEMENT SEE .'MEET C.3 FOR R0090 ANP SZDSWAL 1 CNAA W . NEW Caf,6 L/NE 2O AS8u11-7_ 1>,e2WA0Y CONSTRUCT COMMERCIAL DRIVEWAY PER CITY DETAIL TRAFFIC-09. 5.00 T'rPE-III LANDSCAPE EASEMENT RECORD DRAWING CERTIFICATION SHEET INDEX THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. C1 COVER SHEET AND DIMENSIONING PLAN C2 EROSION CONTROL/DEMOLITION PLAN BY: C3 GRADING AND STORM DRAINAGE PLAN TITLE/P T10N. C4 WATER AND SANITARY SEWER PLAN AND PROFILE CONFIRMED O CITY: C5 WATER PLAN (CONTINUED) AND GENERAL NOTES AND DETAILS C6 GENERAL NOTES AND DETAILS Q,4-oq,STD CONTOURS SS W /.ASPHALT PAVEMENT BUILDING si.�. GRAVEL 0 0 0 i; 0 LO M I3'.l3'.l (r) o � CV \ Cl) o 1+ \ a w Q a w a U) � z w a � z w o ..J a � 2 o 0 LY Cow � a w d Cr J w > w 0 > <'<4<<Jz cc , �r CL . H0 of wesg,1JL�.rs�. 33748 t �� is �sslONK c- o 00 6 W M M o a Cq�� J d � a 0 0 a w J EE co Ei W 0Li rn a� n z m V) 'Q r� w a'00 0 5 !3 U v o � a E U o� 00 z q Lo le6 0 0 _ = _ F ca c w W W O Z Ic W v 00 a J UJ a' r Ww F_ 00 N_ fJ m o C � o rn a U Designed: JWC Drawn: JWC Checked: TDH Scale: 1" = 20' Date: 9/24/02 Job No.: 02124.10 Sheet No.: C1 1 of S its, S 1ti1j Lql�\k SU ISM t T-T IL L , (0 5 OS D 17 `1 1 I- - m -�-T q i o INFILTRATION TRENCH SILT FENCE X CLEARING & GUBBING LIMITS GRADE BREAK _ _ _ _ _ _ _ FLOW DIRECTION APPROXIMATE LOCATION OF GEOTECHNICAL TEST PIT FUTURE GRADE FG TOP OF WALL TW FINISHED FLOOR FF PROJECT REF: FAC 03-0003 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION C< <-��•a'"i REQUIREMENTS. APPROVED BY: DATE APPROVED: EROSION CONTROL NOTES [CITY OF AUBURNI 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACIU11ES MAY BE REQUIRED AT 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 AND APPROVAL FOR THEIR REMOVAL HAS BEEN RECEIVED FROM THE CITY. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN 10 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. INSPECTION SEQUENCE EROSION CONTROL MAINTENANCE AND INSPECTION SHALL BE DONE PER THE FOLLOWING PROCEDURES: 1. THE OWNER'S REPRESENTATIVE SHALL INSPECT ALL EROSION/SEDIMENTATION CONTROL METHODS. THE CONTRACTOR WILL DESIGNATE THE REPRESENTATIVE. 2, ALL EROSION/SEDIMENTATION CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED AS SOON AS PRACTICAL. 3. BUILT—UP SEDIMENT WILL BE REMOVED FROM SILT FENCING WHEN IT HAS REACHED ONE THIRD OF THE HEIGHT OF THE FENCE. 4. SILT FENCES WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY EMBEDDED. 5. INSPECT TEMPORARY AND PERMANENT SEEDING AND PLANTING FOR BARE SPOTS, WASHOUTS AND HEALTHY GROWTH. 6. A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. 7. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL BE ADEQUATELY TRAINED IN ALL PRACTICES NECESSARY FOR KEEPING EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. SOILS REPORT NOTES THE FOLLOWING SOIL INFILTRATION ANALYSIS FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SOIL INVESTIGATION: LSI ADAPT AS PERFORMED BY: 800 MAYNARD AVENUE SOUTH, SUITE 403 SEATTLE, WA 98134 PHONE: (206) 654-7045 REPORT: DATED NOVEMBER 20, 2002 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOIL INFILTRATION ANALYSIS FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. 2. ANY PROVISIONS OF THE SOILS INFILTRATION ANALYSIS WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER. 3. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. 4. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOIL INFILTRATION ANALYSIS. AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER:. PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH BUILDINGS AND PAVEMENT. SUBGRADE PREPARATION OF BUILDINGS. 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL. 6, CONTRACTOR SHALL VERIFY THE INFILTRATION RATES AT 3 LOCATIONS IN EACH INFILTRATION TRENCH PRIOR TO CONSTRUCTION. EMERALD COURTE TOWNHOMES A PORTION OF THE NE 1/4 OF SEC.07, TWP. 21N., RNG. 5E.,W.M. CITY OF AUBURN, KING COUNTY, WASHINGTON 3 PARCEL 2688800010 3 I i I � I EXIS NG S-111 UT I I I I I PARCEL PARCEL 2688800030 26M00040 I PRESERVE AND PROTECT 615- EXISTING HOUSE AND DECK x I / � / r PRESERVE AND PROTECTL j j TV EXISTING GARAGE SAWCUT PAVEMENT, SEALO.W. LINES AND PROVIDE SMOOTH(TO B TRANSITION (TYP).)/VERIFI ) \ -- x — x x x x RELOCATE EXISTING PRESERVE AND PROTECT CONTRACTOR TO REP1R s EXISTING CONCRETE SLAB LAWN"TO EXISTING CbND i Z N PARCEL 0001000045 MOBILE HOME AND SHED. AND GREEN HOUSE OR BETTER (TYP).: DACE OWNER TO COORDINATE r RELOCA110N WITH PROPERTY OWNER. HO,� MOBILE HOME i i l HOUSE a -7 CLEARING LIMITS FOR PRESERVE AND aWODCOVDIC PROTECT EXISTING SEWER AND WATER PRESERVE AND PROTECT PROTECT EXTENSION. POWER POLE, OVERHEAD POWER EXISTING POWER POLE AND EXISTING FENCE LINE AND UNDERGROUND UTILITY PRESERVE AND PROTECT OVERHEAD POWER LINE (TYP). PARCEL I BOXES TYP. 0001000076 (TYP). EXISTING POWER PALE AND OVERHEAD POWER LINE (TYP). TEMPORARY BENCH MARK SW HYDRANT CAP NUT W/ X, i ELEV. 65.18 (NAVD-88) CITY OF AUBURN DATUM. SAWCUiT PAVEMENT, SEAL AND P OVIDE SMOOTH TRANS ON (TYP). i 24.75' EXISTING - UTILITY EASEMENT GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. I PRESERVE AND PROTECT I I EXISTING FENCE ALONG a EASTERN PROPERTY LINE PARCEL PARCEL PARCEL 2688800050 64 � 2688800060 2688800070 x ___ x __.. --x x PARCEL x - - -- 5409000060 REMOVE ALL EXISTING TREES (TYP.) LEARING LIMITS (TYP) x jDEMOLISH AND REMOVE ' DEMOLISH EXISTING SHED EXISTING FENCE ALONG PARCEL I ` /--AND DISPOSE OF OFF -SITE. SOUTHERN PROPERTY LINE t t 5409000050 I SHED REMOVE ALL tXISTING REMOVE ALL EXISTING TREES (TYP.) TREES (TYP.) / INSTALL SILT FENCE -� / AT LOWER GRADE / PERIMETER PER CITY I / / DETAIL EROSION-02. *1 PARCEL 0001000077 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 PRESERVE AND PROTECT EXISTING FENCE ALONG WESTERN PROPERTY LINE, UNLESS OTHERWISE NOTED INSTALL ENTRAN R.O.W. LINES (TO BE VERIFIED) 3 DEMOLISH AND REMOVE 25' LENGTH OF EXISTING FENCE - DETAIL PARCEL 5409000040 PARCEL 5409000020 120 ' UAPRESERVE AND PROTECT EXISTING CATCH BASIN. -- ----- w------ --___- W--- NOTE: INSTALL CATCH BASIN PROTECTION ON EXISTING STREET EXISTING CATCH BASINS AT LOWER GRADE PER CITY DETAIL EROSION-04. SAWCUT PAVEMENT, SEAL AND PROVIDE SMOOTH TRANSITION (TV). 'I' STREET NE M M M 0 0 0 0 cm W 40 0 IN M Nr*- IN M 0 N, IN �n w v w 0 (0 F- 0 N F- o '� ~ w 0 w 0 > I- 2 Co Z> 0 (r w a 0 Ir w 0- (1) cr Q J 0 w W > 0 w Q) > z Q cn (QI 3 "Orp M7 �4 Off, �'$4'ISTBR�'p IONAL�1 orm ICco I 1014 � Q 00 6 w ZzZ 0 0 2 « Q WNW J w a a �w J � +. 0 1 W I w w z (A N .g r� L`' a'rn �jv J U aQ aE o� 0 o� v W Z •t W) 04 N O -j Z d z Z O 3m Q W 0 d Z = M 0) Zr O a < � acc - J �` W OC W '> a Lu�' F- 0o N T o 0] r 0) Designed: JWC Drawn: JWC RECORD DRAWING CERTIFICATION PROJECT REF: FAC 03-0003 Checked: TDH THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH Scale: 1" = 30' THE CITY OF AUBURN'S ENGINEERING DIVISION Date: Job No.: 9/24/02 02124.10 REQUIREMENTS. [.P Sheet No.: BY: DALE' TITLE/POST ON: _ APPROVED BY: LAnsaq=% CONFIRMED BY CITY: AW- e DATE APPROVED:C2 Z of S Sheets I �3 kAA EM FUT AL (0 1103 s c CONTRACTOR NOTES 1. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY EXISTING UTILITY LOCATIONS BOTH HORIZONTALLY AND VERTICALLY. E CONFLICT EXISTS WITH ANY PART OF THE PROPOSED DESIGN, CONTACT THE PROJECT ENGINEER FOR POSSIBLE DESIGN CHANGES. 2. DEWATERING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. DISCHARGE FROM DEWATERING PUMPS SHALL BE INFILTRATED ONSITE. IF A TEMPORARY CONNECTION TO THE CITY STORM/SEWER SYSTEM IS REQUIRED, THEN ALL NECESSARY PERMITS SHALL BE OBTAINED. 3. 2.00% COMBINED SLOPE MAX. IN ANY DIRECTION (TYP.) FOR ALL HANDICAP STALLS. 4. PRESERVE AND PROTECT ALL EXISTING UTILITIES SERVING ADJACENT EXISTING BUILDINGS. 5. CONTRACTOR SHALL ADJUST NEW AND EXISTING UTILITY STRUCTURES TO FINISHED GRADE PER CITY DETAIL TRAFFIC-12. 6. ELEVATIONS AT DRIVEWAY ENTRANCE SHALL BE VERIFED PRIOR TO CONSTRUCTION. IF A DISCREPANCY EXISTS FROM THE EXISTING ELEVATIONS SHOWN ON THESE PLANS, CONTACT THE ENGINEER FOR CHANGES. 7. THE ROOF DRAIN SYSTEM SHALL CONSIST OF 6' SD AT A MINIMUM OF 1.00% SLOPE WITH CLEANOUTS AT ALL BENDS AND 14T. MINIMUM (RIVER. INSTALL CLEANOUTS PER CITY OF AUBURN STANDARD DETAIL SEWER-03. & PROPOSED ROOF DOWNSPOUT LINES SHALL BE TI,HT-LM TO THE STORM DRAINAGE CONVEYANCE SYSTEM AS SIOMI. 9. FOOTM DRAINS SHALL BE TWUn Tb THE PROPOSED DRAINAGE SYSTEM SUCH THAT SUIT'ACE WATER RUNOFF IS NOT CONVEYED THROUGH ANY FOOTING DRAIN AND THAT ALL ROOF DRAINS ARE CONNECTED SO THAT SURCHARGING OF THE FOOTING DRAINS FROM THE ROOF DRAINS CANNOT OCCUR. 10. CONTRACTOR TO COORDINATE W/ LANDSCAPE ARCHITECT (OR ARCHITECT) FOR CONSTRUCTION AND/OR REPAIR OF LANDSCAPE BEDS AND LANDSCAPED AREAS. 11. ALL FINAL LANDSCAPE GRADES SHALL PROVIDE POSITIVE DRAINAGE. NO STANDING WATER AREAS ARE ALLOWED IN LAWN OR LANDSCAPE PLANTING BEDS. 12. CONTRACTOR TO COORDINATE WITH LANDSCAPE ARCHITECT/CONTRACTOR ON ALL APPROPRIATE LANDSCAPE IRRIGATION REQUIREMENTS PRIOR TO CONSTRUCTION. I.E.; LANDSCAPE DEDUCT METER, IRRIGATION SYSTEM, ETC. 13, SEE ARCHITECTURAL PLANS FOR HAND RAILING REQUIREMENTS AND STAIR DETAILS. FRAME do GRATE /- TOP OF GRADE GH rTRASH GUARD NTH DOVOI POPE 4"0 PVC PIPE ,FMIN. 15" HII P LIM IIVLE Zr# ITT 4"4 OUTLET d DOMN PIE RISER PIPE (REMOVABLE) - ** IF NEEDED (SEE PAN) $rr SECTION THRU CHAMBER ti i a F/M EMERALD COURTE TOWN'HOMES A PORTION OF THE NE 1/4 OF SEC.07, TWP, 21N., RNG, 5E,,W.M. CITY OF AUBURN. KING COUNTY, WASHINGTON NOTE : SECTION THRU PLAN VIEW 1. THE USE OF RLXRE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHO APPLICABLE. 2. THE COVER SHOULD BE POSIT)OED OVER THE 4'# T/VENT PIPE AND THE eO NET D101IN PIPE. 3. THE STORMICEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OFF THE FOLLOWING U.S. PATENTS: #4965148, rig 98331, #5725760, 115753115, 05849181. 4. CONTRACTM TO PROVIGE CRANE TO SET UNIT (HEAVIEST SECTION *]GHS WOO LB) STORIIEPTOR CB MODEL, STC 4501 N.T.S. 5' WIDE BERM TOP OF BlEft - F.F. + 27V ( } " 2:1 MAXIM MI SLOPE (PREFER EXTENDED FOUNDATION MALL.,, 3:1 WIC GRADES ALL01i). SEE AiiCMTECTIII� PUWS, 2.00% MAIM MI SLOPE. (TYP) TBOM DESIGN WALL (TYP.) FOR �� t.O N 15 7-R L C7FV. EACH BACK Y \ \ \ \ \ \\ \ FF ELEVATION \\ THE HIGH FOUNDATION WALLS ARE FOR THE EASTERN SIDES OF THE BUILDINGS, THE SOUTHERN SIDE OF THE SOUTHERN -MOST BUILDING, AND BETWEEN EACH OF THE BUILDINGS. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILS. TYPICAL BERM SECTION NOT TO SCALE I- I CB#4 TWE 1 FBUILDINGS OR TrM GRADINGSEE DETAILS IIWrIL1TtAt1'lOMON TRENCH I rE ( If C3 1T4016.5' 1 1 TOE OF SLOPE (TYP. j ETAM 8"A CPEEP Q I ( ISE ° C5 RIML-fi :53- 3. a2 TOP LOPE ( ) I 1 �ttv C. � . F9�2 C5 �.,�., �•7�~t -1471 F 12' PERFORATED (N} 12 i-S�.ir2 FG 67.38 TOE OF SLOPE (TYP.) TOP OF SLOPE (TYP.) FG 66.73 1 I I TW 64.47 FG 13.97 (TYP.) i ......... � FG 66.73 Vt4TYP ..�,.... 2% (TYP.) (TYP.) BACK VERIFY \ 64.03 OC kPONS TECTURAL (TYP.) FF=64.03 owl UNT ST TYPICAL GRADING AT BACK ENTRIES REVISED 07IZ7-7y sN Dzr VEWAy ARE PER CoarQAc?Z)Q 2.tq.oN A +. "I" STR s� r t, k Y'rr GRAPHIC SCALE 0 0 10 20 40 FG 64.50f if 201.E S "&Ps 9r1W 0. 65 Z 63.8ft T.C. 63.36f B.C. CB12 TYPE 1 W/ SOLD LID wv a&- IE (M) a'mma-. IE (W)12'-*M-sg.?8 (MR) 1 inch - 20 fL r21 II II II � �I �� Ii I ��. ���.11.1�-�.,■ u.�u.� ,J� r NIEL 1. COMPACTION FOR CONCRETE CIM AND WALKS TO BE 95 % OF MA)alwhJlll DENSITY 2. DFAN9101N X TS SHALL K AT W-0 I4IIERVALS. CEMW CONONTE INTEGRAL C SIDEWALK N.T.S. co r� © O 0 ai V $_t IN a. a i d o 0'! n a i ir 0 ir or W W ,g� �r Ir z CL m r4o ^ U 7 to 748 s�4N1L 10 23 / E13OW _ Q c =: 00 t `• M C"3 V1 12 o J N Cf q) W W Z N W !3 a 01.0 1 • ao (EOTE01WAL °° do TEST PIT (TYP.) 1. RAMP TEXTURING IS TO BE DONE WITH AN ca 1 /4, EXPAt0ED METAL (MATE PLACED AND REMOVED ■ �■ ■ eo F WET CONIC. TO LEAVE A DIAMOND PATTERN UJI AS SHOWN. THE LONG AXIS OF THE DIAMOND N PATTERN SHALL BE TO THE CURB. rMB.C. GROOVES SMALL BE 1 /8' DEEP AND 1 /4' WOE. e (*) AL ��'s DIMENSIONS � � 2. CURB RAMP WILL NOT BE PARED INTEGRAL Z PERFORMED SD WITH SIDEWALK AND SHALL BE ISOLATED BY Q O.OD ,l AL EXpm6M JOINT MAIM. ON ALL WS, BUT NOT 3 :441 N.T.S. AT END OF RAID ADJACENT TO THE ROAMY. A 3. CHANGES IN LEVEL UP TO 1 /4' MAY BE VERTICAL �! nrj G (4' TAN.) WHEN LANDING AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL Oh IS LESS THAN 4' PROVIDE 12:1 SIDE BETW€D 1 /4" AND 1 /2' SHALL BE BEVELED WITH FLAKES A SLOPE NO GREATER THAN 1:2 W w�r RAMIE TOMIRE (TYP) ■i M�� AIXOP (SEE DETAIL Jc NOTE 1) M W N4W r.10! 3/8" EXPANSION JOINT 1 TYPE E- N07, Co PAR c, TySIDEWALK .86 /N5R8CTAe. C IE E 12 = 53 3' MLIN. s � $ 4 SD Q FLUSH (NOT TO EXCEED 1 /2", LU 63.53t SEE NOTE 3) z w 64.27t T.C. 63.77t B.C. AY DETAIL TRAI I-0111. i RECORD DRAMIIG COTW ►10 / THESE DRAWINM COIF= TO THE CONTRACTOR'S CONSTRUCTION RECORDS, /yA'N/ CURB LlNi 20�assuic.T oieivSWgy �QOAD CLMr&2U" CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 Y 2Q J a J J Q } a w OD N C o Ct U Designed: JWC Drawn: JWC PfKWIECT REF: FAC 03--0= Checked: TDH THESE PLANS ARE APPROVED FOR CONFORMANCE WITH Scale: i" = 20' TIE CITY OF 'S DOCERING SON Date: 9/24/QO RE C.P .11-01 Job No.: 02124A0 Sheet No.: APPROVED BY: Qm�� 1 4 DATE APPRt}V IED: 3 of 5 Sheets Oro r767 A � � s E�Y7�� 31L4 101i N.T.S. R RAMP DETAIL X44tESM AND iI « 'e• 1 �tSTA = 1+07,82, uum Poll OFFSET * li haIMM OF DWK 22ND STREET NE TO K VEWIED PRIOR 10 MI .S rM CON1111RACT01t TO VEWY LOCATO OF NSTING Ir WATER114M m_ PROP 12"0 WATER 11 MAK " WN. COVER IJ (TYP.) CITY OF AL EMERALD COURTE TOWNHOMES GRAPHIC SCALE e� © � 0 O rr IIIII■ �iIIIiIiIIII1I IIIIIIII' r r �. • .r ..•i «, 1` 1 1 1 i. pp f, pp1 iM r i' f •) f. i' '. f... .:i - r 1.{� li/t•�.i •� a i.i i �-/. 1� � • w /r►�1►=:/}r:�tY'��1�;`�j}a�#a�lj %j _ It N4T; L-141" 411 -f&I .19- 0 j11 it,.: #g I I'iy�., nM'ri,+•;'.••,,••_,,,r.1.trr.�%r.�!n�>~r7r.�r...s.�!.1�r. �� . " •• f" 1 f f hf 1" 1 f1"<i';' *ia^1►"�: r l 1 • t / . `r 1 1 1 '� B Y 1 s i ; i • � i • • { • ■ • / t f / t . i { r { ► • . • ' f 1 1 f { 1 { 1 f 1 ! - 1 1 f { / ! • / 1 1 / 1 1 • { `!{ � � •.•. : 1 , i. 1. • f' f hiia«" � h 1 . t t { 1 { ; { rf�_t r/ 1 { ,.�r+reR�,�r / � 1 � • � { / { t / / • * {■ � . • A, • + i — e r 4 r `. /. " : r �' � r r• fv►- 1 M .,R �. r� r., .i 1 � � i•,,w w..� .i �& ''i.,,,� �. 1.•A !`. � f 1 ` 1 i , �� '�'a' If • � 4 t f i I 1 �. il•/ r r • 1 •s ♦.. �� i .7.; 1 i i+ � � / 4 " .. r � , . ' ". i , / by m f + i � � __ .� i � � r+u.• �;`, � � II III II I ifk �..f."3" ,• �i."i.�ii tiy.� i.. a A t ��� . �r'n� •=■f .'�■ `�. �� ��. ■■ � '.1 wr, r r ±�� r ( i° ri.: t" • t f''+ 1 hi '1 .I .� !•t 1 _��6d �rt ■ ■ z � r � ' / � •� j, � III •�' ,1. III .�/..'WFANWA ■► ���� rAWSW �■ + r►fir . fry �:..:_ . ._:_ __w. .m ... � i h i • i h P -R35z�5-}'$ -I 12521.E ExlSTSK- --- ------ — - - - - - EXIST. SSWH# 510-64 STA = 1+117.82, OFFSET 9. ' R RIM = 6311 PER CITY OF E IN 8.0 CENTER)= 54.98 (PER CITY OF AUBURN) {+W l �`^ {' 4 . G' ` L/ u �1 ifKa'Z n cV 10 10 3+00 :• •:I i I I 13oQ j*.ff I6'* PW SM-35 —Id"MN. ExIsn" SAnrY SAWSR 3./ srA = 3 SR. 32 OFFSrrr S.2 7 de vppvc s 56.���' 8 AZHSs.gt� N N CV rry r•7 M cp c0 c0 3+50 4+00 t«3 4+50 SCALE HORIZONTAL 1'■20' VERTICAL 1'm5' w WATER AND STI �. CROSSIING STA. 5+96.37 PROPOSED 8"0 STORM 0.s WAIIER J STA 61.71 MST 20 LF PVC 6*0 AN. SERVICE SDR 21 SL EW MIA PROPOSED 12•0 WA R MAiN. AT 10 CROSSI . STA: 5+21.70 30" MIN. COVER ( .) PER 7.63 L CITY OF AUBURN WATER EXISTING GRADE T HORIZONTAL STA 5+7171± CONTROL LINE PROPOSED GRAIIIE AT HORIZONTAL CONTROL LSE cep !r"3 can M% cO � cD c0 � c0 r0 t� tt'f iCf 5+00 5+50 6+00 6+;a it RECORD DRAWW CE�RIMATION N H. WQ THESE DRAWa OCINFORM TO THE C01MMTOR'S Q� o CONSTRUCTION "ECINK s CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 Cal WQ � oc IL N SIDRMCEPTOR � Q CATCH BASIN ■� 70 i z CB#2 TYPE 1 O � 1Y 6+V.71 W W O 60 0 cc o� STA 7+06.752 co T CONNECTION STA 6464+(O+t&41SWU5J 10- 1 - 4d"'0 GA VANE STA3.3." A . y .t 50 RMI = 4a�e- 6:S W oc IE IN Vo (SE) _ .'S% 8/ W IE OUT rO (N) _ V.91 5?. %2 W � OLD W/ SL LID r .y- O dr U N a` U 7+00 7+50 Designed; JWC Drawn: JWC PROICT REF: FAC W-WIM Checked: TC>m THESE PLANS ARE APPROVED FOR WNIFORMANCE " Scale: 1"40' 1HE CITY OF AUMJRN`S ENWEE I✓N1G WSiON Cf C4"3 Date: V10103 REQUffi"TS• Job No.: 02124.10 Sheet Na.: APPROVED B'1f DATE APIPROIdk_ 41 Z f 2.7 C4 4 of 5 Sheets 1 s- L -T N b � 6 OVID 176 As �� � �; �L� �� t--TP L 1 195 LF 1200 D.I. CL 52 ,j 0 To THE PRESERVE AND PROTECT E %• 5' (TYP.) CATCH BASIN INSTALL NEW WATERMAIN 5' (MIN.) FROM SIDEWALK 42f LF 12"0 D.I. CL 52 ABANDON 60 LF PORTION OF EXISTING 6"0 WATER MAIN REPAIR EXISTING CURB, EXISTING 6" GUTTER AND SIDEWALK TO WATERMAIN EXISTING CONDITION OR BETTER (TYP. ° ° _.:z 1-6"x45' BIND THRUST BL , 7t LF 6"0 D.I. CL 52 STA 9+25.7 49 T 1-12"02%8" TEE 1-8" GATE VALVE 1-12" GATE VAL*- 1-6"02" REDUCEff- 1-6"45' BENT? THRUST BLOCKING 40v#Arwe PATCV1444 LMITS -WIIN G'rti #mjmLTuW, - 3RpVi?l.VE TNSTAt,--1 FoR "uT- orF,¢r TiAfC OF CovAMC/r. EMERALD COURTE TOWNHO S A PORTION OF THE NE 1/4 OF SEC.07, TWP. 21N. RNG. 5E. WmMm CITY OF AUBURN, KING COUNTY, WASHINGTON S MAX NJI'N_ STA 8+00, SEE SHEET C4 ,-CONTRACTOR TO VERIFY LOCATION EXISTING 6" OF EXISTING 6" WATERMAIN PRIOR WATERMAIN TO CONSTRUCTION CONSTRUCT COMMERCIAL DRIVEWAY - PER CITY DETAIL TRAFFIC-09. - - - • X.1' W W A + .49t 1.04't LT „ ND ST LOCKING I'v STREET NE A t "0 .I. CL 52 1 • G VALVES .� 1 2" 2" " TEE ST, LOCKING E STING 8" WATERMAIN �x�src.�ir 6 EXI.S7. w*rye /Yv r CONNECrANp /NT0 CIPOSSFS axtsnvIs, sip� 7H,eUSrBro4 . � T�revsrs� i `� SC 111C 1T.3' �I/✓ SO4EMIATIC N.T.S. U.S. loe i e WATER PLAN AT ENTRY [CONTINUED FROM SHEET C41 SCALE: 1 "=20' FIRE SPRINKLER NOTES [CITY OF AUBURN) 1. SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS. 2. A SEPARATE DETAILED PLAN FOR A SPRINKLER LINE SYSTEM MUST BE SUBMITTED TO THE FIRE MARSHAL FOR APPROVAL. 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. 3. THE DESIGN OF THE FIRE SPRINKLER LINE FOR SINGLE-FAMILY/DUPLEX SHALL BE IN ACCORDANCE WITH CITY OF AUBURN STANDARD DETAIL NO. WATER-09. 4. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. 5. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR. 6. SPRINKLER SERVICE AND FDC LINE DIAMETER AS REQUIRED BY FIRE PROTECTION CONTRACTOR. BACKFLOW PROTECTION PER CITY OF AUBURN STANDARDS (TYP.) kkc 2" COMPACTED DEPTH ASPHALT CONCRETE PAVEMENT, CLASS 'B', WSDOT 5-04 FINISH GRADE ELEVATION (PAVEMENT OR LANDSCAPE) 4" MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE, WSDOT 4-04 FH NATIVE ., ELEV. A % BACKFILL TO BE 3/4' TO 4' WASHED ROCK OR 100-YR, 24-HR. STORA BETTER MEETING PIERCE COUNTY SPECIFICATIONS ELEVATION = 8 FOR AGGREGATE MATERIAL SIEVE PARAMETERS (SECTION 6.7.1 AND NOTE #3) '':t�•.j� EMI`: * .•l.,;1FABRICAND TRENCH " , MIRAFI 140N OR EQUIVALENT ELEV. = D L I-] - - _" _ _ _ ff-i F 12" PERFORATED ADS N-12 PLASTIC NATIVE MATERIAL DO NOT COMPACT PIPE ® 0.00% SLOPE WITH PERFORATIONS TO THE SIDE OR IN A DOWNWARD DIRECTION. NOTES) 1. PIPE FOR STORM DRAIN INFILTRATION SYSTEMS SHALL BE PER THE CITY OF AUBURN REQUIREMENTS. 2. PERFORATED CONCRETE UNDERDRAIN PIPE MEETING W.S.D.O.T. SPECIFICATIONS CHAPTER 9-05.2 (2) AND A.A.S.H.T.O. DESIGNATION M175, TYPE 1, MAY BE USED WITH THE ADDITIONAL CONDITIONS: THE PERFORATIONS SHALL BE CIRCULAR AND A MINIMUM OF 1/2-INCH IN DIAMETER. THEY SHALL BE CLEANLY CUT AND BE SMOOTH AND UNIFORM WITH NO EXCESS CONCRETE LEFT FROM THE HOLE PERFORATIONS PROCESS. THERE SHALL BE A MINIMUM OF 7 SETS OF PERFORATIONS WITH 2 HOLES PER SET OF PERFORA11ONS FOR EACH 3-1/2 FEET OF PIPE LENGTH. RUBBER GASKETS OR GROUTING OF JOINTS FOR PERFORATED PIPE RUNS WILL NOT BE REQUIRED. INSPECTION OF THE PERFORATED CONCRETE PIPE SHALL BE MADE BY THE MUNICIPALITY BEFORE INSTALLATION OF THE PIPE IN THE GROUND, 3. AGGREGATE MATERIAL SIEVE PARAMETERS: 100% PASS 6" 80-100% PASS 4" 0-10% PASS 1-1/2" 0-2% PASS 1" 0-1% PASS #200 INFILTRATION TRENCH LOCATION TRENCH DIMENSIONS A B C D E F G ONSITE - WESTERN TRENCH ONSITE - EASTERN TRENCH 180' x 5.75' 140' x 6.50' 61.50 61.50 61.16 61.14 58.53 58.53 57.03 57.03 1.50' 1.50' 5.75' 6.50' 2.88' 3.25' f 1 NFILTRATION TRENCH N.T.S. ion FgoM FAGA OF Cu9f5. ASPHALT CONCRETE PAVEMENT, CLASS B, 1" WSDOT 5-04 4" vvv n$vv W 95% COMPACTED, CRUSHED _ 4, v _ v SURFACING TOP COURSE, "WSDOT 4-04 6-�-� 95% COMPACTED SUBGRADE WTI -I I I -I I I NOTM 1. DEPTHS ARE COMPACTED THICKNESS (TYP). 2. IF 95% COMPACTION OF SUBGRADE CANNOT BE ACHIEVED WITH NATIVE AND/OR IMPORT MATERIAL, A GEOTECHNICAL ENGINEER SHALL BE CONSULTED FOR SUBGRADE RECOMMENDATIONS. h ASPHA�TCONCRETE PAVEMENT N.T.S. BOTTOM OF CUT/SAWED JOAITT NI 15' INTERVAL 1" am o° o$l°lOa�o° 6" co -CEMENT CONCRETE CURB, WSDOT SPEC. SECT. 8-04 2"0 PVC ® 10' INTERVALS I I -III -I I I - AS NECESSARY AT LANDSCAPE LOCATIONS EXTRUDED CEMENT CONCRETE CM N.T.S. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 12" x 18' DISABLED PARKING SIGN FOR EACH STALL SEE DETAIL C5 EXTRUDED CUR INTERNATIONAL SYMBOL --j ---4" WIDE SOLID WHITE OF ACCESS PAINTED 4 MIL. THICK PAINTED ON PAVEMENT LINES NOTE) 1. DISABLED PARKING SPACES SHALL BE LOCATED PER SITE PLAN, A DISABLED PARKING AREA & STRIPING CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 w z LIJ 25 N.T.S. RESERVED PARKING 18" - AlE IXSAiID P EACCSSIBL j3- 12" 2" DIA. G.I.P. SCH. 40 PROPOSED GRADE CONCRETE 9" 3' MIN. 5' MAX. 2.5' 4" MIN. a" IMN. DISABLED PARKING SIGN ao e� M 0 © O 0. ch a co 0 ev N, 0 w a a a o cn cn a z z -- W W > a 0 0 ~ 0 0 tr n (33 W W � a a 0 � cr W W U)_ (1) J > > cr Ir \I� <-I- z n �_IWI_151 j�..A, CIO cn Og . �ssjONAL ��� o1*1 ao � ��; x z z r o 00 4 * � � a � a z as w J � o1 * rn� u w Z V) N 0 .0 w < 0) o 5 ! I V U 06 IL OS U oF- OD OD OD OD v N.T.S.CIO W r; Z Bic o PROPOSED STRUCTURE, 0 LIJ SEE BUILDING PLANS FOR DETAILS z PM � Z Z OC FINISHED GRADE WCo W 5' (TYP-) uj BIDDER DESIGN $ 2% (TYP.) WALLT Z O z m FINISHED FLOOR I V 4C v °? �Q �---------- -- PAW AREA � � Z I - � . W of cc PROPOSED INFILTRATO TRENCH �PP,Poki.�i�,gTE I J ,� J SEE DETAIL 1 THIS SHEET Fly// yiP/��� I F j a� PROPOSED STORM W 0 ■ 1L PROPOSED WATER gr U) ROPOSED SANITARY _ SEWER co = SCHEMATIC CROSS-SECTION 1p1' a SCALE: HORIZONTAL 1"=20' ° e VERTICAL 1"=5' 0- Designed: JWC Drawn: JWC RECORD DRAWING CERIIFICA11ON PROJECT REF: FAC 03-0003 Checked: TDH THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH Scale: Date: 20' 09/24/02 THE CITY OF AUBURN'S ENGINEERING DIVISION GP 4-II-03 Job No.: 02124.10 REQUIREMENTS. BY: DAIS_ a;�� Sheet No.: TITLE/P SIT10N: Ats APPROVED BY: CONFIRMED BY CITY: DATE APPROVED:C5 o 5 of 5 Sheets C" i7(ii I s-r N) I LA K � � � � rV i l i 0 L- IL, 77 0 L_ D LAN D`CCAPE LDACNE TREES SHRUB, & C,'FO JND COVERS MBGL OTY DESCRIPTION SIZE SrMBOL OT'Y DESCRIPTIOPI S17E T1 8 Prunus cerasifera 'Thundercloud' 2" Cal. + 61 Pieris 'Forest Flame 2 OI Min, Flowering Plum d) Forest Flame Andromeda S1 @ 4' O C 15 Phoriurn tenax 'Maori Sunrise' 5 gal, 9 Cedrus deodaro 6' HT, Min Red Striped Flax T4 Deodar Cedar row S2 �I 4 OC Viburnurn davidii 5 gd, 8 Cornus florida 'Cherokee Chief' 3'- 4' C Viburnum Cherokee Chief Flowering DogwodClump54 @ 3' 0 C_ x'fbP, Nandina damestica 'Gulf Stream' 1 Gal. Gulf Stream Dwarf Heay. Bomb CO) 3 Thuja plicata 'Virescense' 6' HI, Min. O C. Dark Green Westrn Red Cedar 0 48 Erica cinero 'Golden Starlett' 1 Gal, Min. 5, Golden Starlett Heather + + + Fragaria chiloensis 4" Pot Arct:antaphyl�_�s uvaursi GAL. + + + Wild Strawberry C DNT @18" OC I,inr-,ikinnick. CO'JT / _ 18'" 0O, O Triangular Spacing Triangular Spricinq LOPachysandra terminalis 1 GAL, O O Spru .le or Vinca minor (periwinkle) CONT. _rL 18' a C, Triangular Spacing CN CCAPE NOTES REMOVE ALL WIRE WRAP AND PLASTIC WRAP. REMOVE BURLAP FROM TOP OF ROOT k - MULCH TO DEPTH SPECIFIED IN NOTES 1 � F I BALL MULCH & TOPSOIL OR AMENDED FORM CONTINUOI_IS RIM BASE, REFER TO LS NOTES FOR III° 1NIIHINII DEPTH IIIIIIIIIIIIU /� WHEN MOVE ALL RE AND ROLL BURLAP OFF OF TOP OF ROOTBALI BACKFILL W/ BACKFILL— MIXTURE III AS INDICATED IN NOTEI_ — —III—III —III- NOTES: NOTE N 9' LAYERS. IIIIII--III -- III — NG B WATER AND TAMP TO PLANTIACKFILL I REMOVE AIR POCKETS — 50% EXISTING SOIL 50% 114 MINUS COMPOST, —III_ I MIXED THOROUGHLY 2 X BALL DIA. 2 FOR MULCH TYPE SEE 1 COTES: 1 . PLANTING BACKFILL 50% EXISTING SOIL, 50% 1/4 MINUS COMPOST," MIXED THOROUGHLY tl,X DECIDUOUC NYLL .: T WEL( RPANCHED 2 FOR MULCH TYPE SEE LANDSCAPE NOTES. z - m z .,>> �%d I ANDSt;APF TREE _,TAKING 3. IF B&B AND BURLAP IS o STRAPS (',BEEN IN COLOR REMOVE COMPLETELY BEFOR� m �� (2) 2X2 OR 2" DIA, WOOD STAKES NSTALLING PLANT, DRIVEN INTO SUBGRADE 4. INSTALL ROOT BARRIER SYSTEM IF lCURB & GUTTED STREET TREE IS WITHIN 5' OF PAVEMENT � (STYLE MAY VARY _ (DRIVES OR SIDEWALKS). % SEE CIVIL PLANS), CDEEP ROUT BARRIER OR SIM, PLASTIC ROOT BARRIER \ ROOT CONTROL SYSTEM AT GRADE. INSTALL AND ENSURE F'ROPFR SUBBASE WAHK A* BACKFILL PER MFG. EXISTS C'LFAR ALL INSTRUCTIONS CONCRETE AND OTHER DFHRIS FROM PLANTERS PRIOR TO BACKFILLING PER NOTE 1 AND PLANTING o t WHEN B&B: REMOVE ALL Q Q WIRE AND ROLL BURLAP OFF m OF TOP OF ROOTBALL o z o z - REMOVE SOIL IN PIT w BELOW ROOT BALL, z ¢ o BACKFILL WITH SOIL o o MIXTURE INDICATED IN m 1HL NOTES IN 9" %X ROOTBALL LAYERS, WATER AND MIN TAMP TO REMOVE AIR POCKETS DECIDUOUS) TREE PLANTING STAKING DETAIL VV/ ROOT BARRIO NOTES: I, PLANTING BACKFILL 50% EXISTING SOIL, 50% 1/4 MINUS COMPOST, MIXED THOROUGHLY 2 FOR MITI CH TYPE SEE LANDSCAPE NOTES. J M m 3. IF B&B AND BURLAP IS o GREEN IN COLOR. REMOVE COMPLETELY BEFORr m INSTALL NO PLANT +i ((4. INSTALL ROOT BARRIER SYSTEM IF /2\ STREET TREE IS WITHIN 5' OF PAVEMENT (DRIVES OR SIDEWALKS) DEEP ROOT BARRIER OR SIM, PLASTIC ROOT BARRIER,, ENSURE PROPER SUBBASE WALK Y— FXISTS; CLEAR ALL CONCRETE AND OTHER DEBRIS FROM PLANTERS PRIOR TO BACKFILLING PER NOTE 1 AND PLANTING ¢Jm a � � m �zo Nz_ z� ado o�C) ohC) m 2X ROOTBALL M1N, 1. Contractor is responsible for obtaining all necessary permits from the appropriate agency prior to LANDSCAPE NOTES. commencing work.. Contractor shall contact Line Locators (800) 424-5555 a min. of 48 hours prior to any digging or trenching, If there are an discrepancies with existing lines and landscain , It is the Contractor's .3,. Ir B AND BURLAP Is ggIg g• y p g p q GREEN IN COLORREMOVE COMPLETELY BEFORE C 0 W L IR STREET TI \ E E P L A N TIN (J responsibility to contact the Owner/builder and request a Site visit to address the conflicts. Contractor �, INSTALLING PLANT, G D shall comply and conform to any and all local and state codes for work, schedules and any ether project ��)L �T �� �� s C� �� C� STAKING DETAIL W/ ROOT BARRIER related requirements, - --- -- 2. Contractor shall coordinate directly with the owner/builder for oIl landscape related issues, concerns, Inspections and approvals. 3. Scope of work shall include any and all specified and unspecified but related incidental work to achieve STREET FRONTAGE 5 TYPE III the design indicated on the landscape plans All labor, materials subcontractors, equipment, and related CONlEER TREE WELL BRANCHED 4IDSCAPE TREE STAKING [RAPS (2) 2X2 OR 2" DIA, WOOD STAKES DRIVEN INTO SUBGRADE CURB & GUTTER (ST C WAV VARY SEE CIVIL PLANS) ROOT CONTROL SYSTEM AT GRADE. INSTALL AND /! BACKFILL PER MFG. INSTRUCTIONS WHEN B&B: REMOVE ALL WIRE AND ROLL BURLAP OFF OF TOP OF ROOTBALL REMOVE SOIL IN PIT BELOW ROOT BALL, BACKFIII WITH SOIL MIXTURE INDICATED IN THE NOTES IN 9" LAYERS, WATER AND TAMP TO REMOVE AIR POCKETS C USE ROOT BARRIER WHEN TRFE IS WITHIN 5 OE PAVEMENT SURFACE r.9 /2 PACHYSANDRA OR VINCA, TYP. a 60 S F PAR KING ISLANDS, LANDSCAPING HAS NOT BEEN REDUCED FROM 100 S.E. STANDARD ISLAND SIZE 2 PACHYSANDRA z 11 OR VINCA, TYP �y y ro KINNICKINNICK, TYP. z USE ROUT BARRI ' WHEN TREE IS W/IN 5' �F PAVEMENT EDGE, IYP. incidental items shall be supplied and installed to achieve a complete project, unless directed otherwise by N90"00'00"W 173.40' a the general contractor. . r 2 S1 qf J, _,�ry. S1 S1 $7 5� 51 I� 51 S1 >1 y1 S1 S1 I 2 a 4 �i 4, Contractor to verify all sub grades are set below required amendments to insure the finished grade will SIDEWALK TYPE -' � � Q ° ° ° Q � ° match what is intended by civil or drainage design All sub grades and finished or final grades shall be C graded to drain to the designed drainage system with positive drainage away from all structures. TRASH ENCLOSURE 5. Grade Preparation: u+ r" - „ All planting areas shall be cleaned of all construction and native debris, rocks 1„ and larger, arid any other objects considered harmful to plant life. The debris shall be hauled oft site. All planting bed areas shall - m have the soil rototilled to a depth of 6 inches prior to topsoil installation. - Permanent Lawn Areas to receive a min. 4" layer of sandy loam topsoil (3 -way mix or equivalent) free of W weeds, sticks, rocks, and other debris. Planting bed Areas to receive a min. 8" layer of sandy loam topsoil (3-way mix or equivalent) free cif weeds, sticks, rocks, and other debris Topsoil shall be rototilled into existing soil a minimum of 12" deep. (J-) Contractor responsible for ensuring appropriate sub grade exists In all parking area planters. If sub grade is NOTES: / inadequate, it is contractor's responsibility to coordinate costs and work required to prep beds for planting. 1. PLANTING BACKFILL: �\ 50% EXISTING SOIL, 50% 1/4 MINUS COMPOST, 6. Mulching: All planting beds to receive a minimum of 3" of organic compost mulch (ProGro or similar) MIXED THOROUGHLY where groundcovers are indicated. When no ground covers are specified planting beds to receive a miniinUrn �� C � or 3" depth of medium grind hem/fir type bark mulch. Top of all Mulching shall be Y2" below - flush to the 2 FOR MULCH TYPE SEE top of all paving surfaces. Provide for a min. 6" clearance of all mulches and lawns that are immediately LANDSCAPE NOTES. J adjacent to any building faces measured from the bottom of siding to the top of landscape surface. 3. IF B&B AND BURI-AP 15 ��C DECIDUOUS TREE 7. Contractor shall field layout all plant material and contact the owner for a site visit to approve the GREEN IN COLOR. REMOVE COMPLETELY BEFORE - LANDSCAPE TREE STAKING SOAPS layout, Any field modifications shall be done by the owner prior to planting, INSTALLING PLANT. LLJ z \ j m (2) 2X2 OR 2" DIA. WOOD STAKES 8. Contractor shall immediately notify the owner/general contractor of any poor drainage condition in DRIVEN INTO SUBGRADE landscape areas No standing water shall be permitted in any landscape areas - either on the surface or � d below the topsoil. The general contractor shall coordinate the drainage solution with the civil engineer Once °a FORM SAUCER WITH the concerns have been remedied planting shall commence, s CONTINUOUS RIM 9. All groundcover to be planted in a triangular spacing formation, equal in all directions to the centers of ENSURE PROPER SUBBASE 3" MULCH TOPSOIL OR AMENDED BASE, the groundcovers in distances indicated in the legend. Contractor shall verify all quantities of groundcovers EXISTS-, CLEAR ALL REFER TO LS NOTES FOR b area calculations and spacing requirements, CONCRETE AND OTHER �I lug DEPTI1 y p g q I�IIIIIIIII I IIIIIIIIIIIIIIIIh�,�� ��IiIIIIII �� IIIlilllll , �CC�iO.O'; DEBRIS FROM PLANTER , / CC; ' 10. Landscaping is to be per plan. Plant substitutions due to availability or otherwise will be allowed only PRIOR TO BACKFILLING 1 "� HEN B&B: REMOVE ALL - - With landscape architect, owner and agency approval. Any substitutions will be with material of similar size, AND PLANTING - E AND ROLL BURLAP OFF growth characteristics, and quality. - - OF TOP OF ROOTBALL 11 All trees must be staked as necessary so as to maintain material in a healthy, vigorous growing -Q0 condition. C�] _ I SCARIFY SIDES OF PIT, - - - BACKFILL WITH SOIL OIL 12. Landscaping shall be installed in a professional workmanlike manner that is consistent aMIXTURE INDICATED INnd accepted THE NOTES IN 9" throughout the industry. All landscape and irrigation work shall be performed by experienced persons familiar -- LAYERS. WATER AND with scope of project. X BALL D(A, TAMP TO REMOVE AIR 13. All landscape material and 4obor is to be guaranteed for a period of one full year from the time of lop POCKETS completion. 14, When planting 'Balled end Burlapped' product, gently place root ball in prepared hole with burlap still on the root ball Remove all wire from any B&B plant material, cut jute strings and roll burlap off top of root ball If burlap is green in color, carefully remove the entire burlap bag and all binding from the root ball. N {j 15, An irrigation system is to be installed per plan sheet L1.2. A T��KIN C DE TA / C Contractor to verify all quantities in legend with symbols on plans. --- -- ---- -- - -----_ - - N90*00'00"E 309.00' NOTES: 1. PLANTING BACKFILL: 50% EXISTING SGII, 5D% 1/4 MINUS COMPOST, MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOES. -� ` CONIFER TRFE 3, IF B&B AND BURLAP IS O �� i i 2x2 STAKE DRIVEN GREEN IN COLOR. REMOVE C1 �" INTO SUBGRADE COMPLETELY BEFORE INSTALLING SECURE STAKE TO TOE W/ PLANT, tI`�� NURSERYMEN'S TAPE FORM SAUCER WITH P CONTINUOUS RIM \�C MULCH TO DEPTH SPECIFIED LANSCAPE MULCH &TOPSOIL OR IN NOTES AMENDED BASE, REFER O LS �''�IR IIIIIIIIIIIIII I1�III'✓ ""�"Illulj11�1111111111111P��O/j' •' NOES FOR DEPTH HEN B&B: REMOVE ALL WIRE ROLL BURLAP OFF OF _ 1 TOP OF FOOTBALL 1 I SCARIFY SIDES AND BOTTOM OF PIT, W1 LF,9 1_9 I f —I M XTUREBACKFILL INDICATED NSOIL NOTES, f. ----- FILL IN 9" LAYERS, WATER AND E v\/ E R G R E� jy�I TREE S I K TAMP TO REMOVE AIR POCKETS -, I JO PLANT NC DETAIL N90�N�r� 60 + V + + + 7 + + + r + +I + + + + + + +I + iF + + +: + o°o°o°o°u°o°o°D°DDo°o°o+ :+ +.� O O°O + + + + + + + + + + + 4 +. ++�F + + F`. +' + 47 + +_`% + + + + + + + + r: + + ,r + + + +� +' + + + , O U TS OJo O rCl"D U O D U U° ° O O O O O D00 D O O D 0 0 0 0 - - DUOUD°DUDU000Oo00U0Cr°O�.f�CJ4U00 + + D D O U o 0 o 0 0 0 U O D U O O O O O O D O O O O D O D U ' 0 0 0 U O O O D 0 0 U f U O U Do°o°o°o°G°o°o°n°Oo°o oc,c 0 0° D D cr¢o Do oc'oocr°o°oc'o°o°°°a°b o°�D� I +. + t ++ r 7T [L+ + + + �_ <1 + ram+ - +l+ + ': + + + .00 + : + . +. D DD° OC,OUOGUGODODUf,OUOGOGOGOUOUDGOU + + DD°o D o U U UOOOUOU U U�,UOUOUJDOU°GOO o°} + + oUOO�UOUOUOGOOOU°U°GODUGOU°ONTO + + , + + + + % + + + + + + + + + + + + + + + i + + + + + lo + + LANDSCAPE PLAN TI NC PLAN SCALE: 1: 20 T T EXISTING FED. � E T T - ADJACENT R-2 ZONE TYPE III 5' WIDE LANDSCAPE BUFFER T4 REOUIRED T4 T4 NORTH RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTLON RECORDS, BY: DATE: TITLE/POSITION: CONFIRMED BY CITY: DATE: PROJECT REF: SORp03 — 0001 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN",' MINIMUM LANDSCAPING REQUIREMENTS, APPROVED BY., DATE APPROVEDI - Nature by Design Commercial & Residential Landscape Architecture Master Planning Site Planning Irrigation 2-53,460.606 i 3021-69th Avenue W, Suite G University Piece, WA 98466 www.r)aturebydesignine.com CJ F C) S- C) 0 1 — d'J REVOONS: 1 Revised per comrrents & New Site plan 4/28/03 2. REVISED PER CITY COMMENTS AND NEW SITE PLAN 6/02/03 DRAWING ISSUED FOR: AGENCY RDVIEW DATE: DUNE 3, 2003 PROJECT NO., 0303 BILE NAME: 0303L1 1 D X-REFS: CIVIL, NBD-BDR DRAWN BY: KLO CHECKED BY., KLO PLOT SCALE: 1: 1 DRAWING SCALES. 1: 20 PLANTING PLAN, NOTES & DETAILS DRAWING NO., 1 OF 2 EE AAT TR NOTES 1. Irrigation system engineering based on a 3/4" water meter with 120 lt..,s. static water pressure & 30 PSI working pressure, The installer to verify prior to installation. 2. Irrigation lines are that are shown within hard surface areas for clarity, shall be located within landscape planting areas or underground sleeves. 3. Install all equipment per state and local codes, Call Line L.ocaters prior to digging( --it 1 8» 424 555 5. The installer shall be responsible for all permits, tests and inspections as required. 4. See civil drawings to verify all utility locations. 5, Coordinate with the general contractor for the required power and installation of sleeviii The installer shall be responsible for documenting exact installation records for the creation of the "As —Built" Drawing. A copy of the 99As—Built" drawing shall be supplied to the owner and landscape architect. 6. Install manual drains at all low paints and record all locations on the "Record Drawings'. 7. Install all sprinkler heads with triple marlex 90 degree ell joints and sch 80 pvc. nipple OR flexpipe. Adjust radius on all sprinkler heads to maximize the coverage and minimize versanti—drain check valves to low heads to prcy on all hard surfaces. Add eliminate drainage and run off. 9, Install the rain sensor on the the gutter line of the building where the controller box is located, free from all overhangs. Attach the By—pass switch to the controller housing, Connect the controller and rain sensor via a 1 /2" electrical conduit. 10, Main line & wiring to have a minimum cover of 18" and all lateral piping 12". 11. Use select "rock free" materials to backfill all trenches and compact to 85% density for landscape areas and 95% for areas under concrete or asphalt. 12, As part of the contract, the landscpae contractor is to winterize in the fall and activate the system in the spring for one year. 13. Splice control wires within valve boxes only, using 3M DBY electrical splice kits. Provide a 24" expansion Loop for all control wiring within each valve box. Spare yellow wires shall be visible inside all valve boxes. 14. Install two spare yellow wires to valve No. 13 �rr gat'AC SchedTe SYM, EQUIPMENT PSI GPM Radius • RAINBIRD 1404 BUBBLER 30 1,00 9" RAINBIRD 50 SERIES MPR I\EZZLE 30 0 8' 6) RAINBIRD 5T SERIES MPR NOZZLE 30 .1 ? 8' RAINBIRD 5H SERIES MPR NOZZLE 30 141-1 RAINBIRD 5R SERIES MPR NOZZLE 30 .41 8' RAINBIRD 1806 SERIES MPR NOZZLE 80 30 .26 8' RAINBIRD 1806 SERIES MPR NOZZLE 8T 30 .35 8' © RAINBIRD 1806 SERIES MIPR NOZZLE 8H 30 52 8' RAINBIRD 1806 SERIES MPR NOZZLE 8E 30 1,05 8' RAI[vJBIRD 1806 SERIES MPR NOZZLE 150 30 .92 15' E RAINBIRD 1806 SERIES MPR NOZZLE 1 E 30 1, 23 15' RAINBIRD 1806 SERIES MPR NOZZLE 15H 30 1.85 15' C RAINBIRD 1806 SERIES MPR NOZZLE 15E 30 3T0 15' RAINBIRD Rotor 1,12 30' n-i RAINBIRD 1812 SERIES MPR NOZZLE 15EST 30 .61 r--o-i RAINBIRD 1812 SERIES MPR NOZZLE 15SSI 30 1,21 ►•1 EEBCO DOUBLE CHECK ASSEMBLY RAINBIRD PER SERIES REMOTE CONTROL VALVE (OR EQUAL) ® WATER METER, P.O.C. W6 HUNTER RAIN SENSOR W/ BY—PASS SWITCH -p CHAMPION MANUAL DRAIN ASSEMBLY C RAINBIRD ESP —MC 14 STA. CONTROLLER (OR EQUAL) 1 /2" THRU 1-1/4" CLASS 200 PVC LATERAL LINE •••••••••••• 1 1 /2" SCHEDULE 40 PVC MAINLINE NONF DIRECT BURY CONTROL WIRING, USE WHITE AS COMMON RED FOR SIGNAL, AND YELLOW AS SPARE NONE ARMOR BAAELOW BOX W/ LOCKING LID NONE ARMOR CONTROL VALVE BOX W/ GREEN LOCKING LID NAME ARMOR MANUAL DRAIN VALVE BOX Wj GREEN LID SCHEDULE 40 PVC TEE _ATfRAL LINE i 00 0� ©° 24" GRAVEL SUMP 112" AUTOMATIC DRAIN AUTOMATIC BRAIN ASSEMBLY N,T.S 1%13" GALV. NI SCHEDULE 49 QUICK COUPLING VALVE DETAIL N. T. S. PIPE STIR c;HART - GPM PIE SIZE /4, ; 18— 27 1 1 / 4" 37— 56 257—,83 84-125 3 E Tr'MEAH LCAEND # CONTROLLER GPM FOR THE ZONE MANUAL DRAIN VALVE PVC TH'D. UNION PVC. MAINLINE �� LLT— QUICK COUPLING VALVE DOUBLE CHECK VALVE EC; PEA v EW S( Pt SPRINKLER HEAD BE V, ED 80 NIPPLE T. 90- t Ll -UP SPRAY HEAD DETAIL LOOP FOR CONTROL WIRE GALV, UNION PVC 90' ELL — VALVE # t 1PV : TE T`Y'PE / AREA 1 9. 78 1 „ SHREIB SPRAY' Z'0\JL 2 1 A�� 19' SHRUB ARAM ZONE 12.0 1 SHRUB SPRAY ZONE 4 AA 1' SHRUB SPRAY ZONE 1 r�. 1 p' THRHB SPRAY ZONE 6 2.12 ? Y4yy HRUB SPRAY ZONE 7 1 1T8 1" SI--1PUB SPRAY ENE 8 11.1 1"' CHPI_JB '-)PRA'Y ZONIE 9 1.3.5 1" SHRUB SPRAY ZONE I 8 )Z_ 3/4" SHRUB SPRAY ONE 11 11 1 1" SHRUB SPRAY 7ONE 12 1 "I. 1 1" SHRUB SPRAY ZONE 1 SHREIB SArAI' ZONE aA �� 0 0 24` GRAVEL SUMP o 0 o O (5 CU. YDMIN,) DOUBLE CHECK ASSEMBLY _ N. T S. PROTECTIVE VALVE BOX (a PVC MALE ADAPTER & PIPE PVC 90' ELL MAINLINE CJ aF° pO po a o L ATfRAL LINE 00 0° o° o0 MAINLINE MAINLINE °Q ZCALV. NIPPLE 1 24" GRAVEL SUMP AUTOMATIC VALVE DETAIL N T. S. HATER , LOW nnoo ­1 yr —DIVED MANUAL DRAIN DETAIL_ N.T. S. RR CATION PLAN SCALE: 1 : 20 N90'00'00"W _ 173.40' Q- - d - a - - 4 0. _ 160 PVC SLEEVE ;TH AS REQUIRED) AL DRAIN GRAVEL SUMP NORTH I I MANUAL DRAIN, TYP. I q I � I i I I I I � I I I I I I I I I I I I I I I I I I I I I , I I I I 3 I I I I I I I I � I I I I I I I I I PIPE SHOWN I I I I IN PAVING FOR f CLARITY ONLY — — LOCATE IN PLAN iER I STRIP I I I i I I I I I I I I I I I I I I I I I I I E : I I I I I I I ' I I I I I I I I � I I I I II I I I , I I I I 1 1 I I I I I I I I 1 I I I I I I I r4" SLEEVE, I I `\ 1 TYPICAL 4 \� _ . I METER, P.O.C. _T - - — - - --------- _T F WING CERTIFICATION NGS CONFORM TO THE CONTRACTOR'S N RECORDS. BY: DATE:—:r-faW TITLE/P SITION: CONFIRMED BY CITY: DATE: PROJECT REF: THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIREMENTS, APPROVED BY: __ DATE APPROVED: —_ MANUAL DRAIN, TYP 11419O '00"w 135.60' — __0 PL EXISTING FENCE I ci�) I AA C2) i 1 J Nature by Design Commercial & Residential Landscape Architecture Master Planning Site Planning Irrigation 253.460.6067 3021-69th Avenue W. Suite G University Place, AA 9114M www.naturebydesignine.com o -b W 0 LU REVISIONS: 1, revised per comments & new site plan 4/28/03 2. Revised per city comments and new site pion 6/3/03 [DRAWING IISSOED FOR: AGENCY REVIEW DATE. JUNL 3, 2003 PROJECT NO.: 0303 FILE NAME: 0303L1 1 D X-REFS: CIVIL, NBD—BDR DRAWN BY, KLO CHECKED BY: KILO PLOT SCALE. 1: 1 DRAWING SCALES: 1: 20 ®RAWNG CONTENTS IRRIGATION PLAN, NOTES & DETAILS DRAWING NO., 2 DE 2 O5� 17 G7 LANDSCAPE, NOTES: 1 ALL LAWN AREAS.ARE TO BE HYDROSEED90 OR SODDED WITH SEED BLEND AS' GROWN BY COUNTRY GREEN TURF FARMS" OR -EQUAL 2 SHRUB AREAS ARE TO RECEIVE A MIN. 2" LAYER OF MEDIUM GRIND BARK.- 3 A MIN. 2" LAYER OF $ANDY LOAM 'TOPSOIL., FREE OF WEEDS, STICKS, ROCKS, AND OTAO DEBRIS SHALL BE PLACED IN ALL LAWN AREAS. 4 A FULLY AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED PROVIDING FULL•COVERAOt IN ALL LAWN AND SHRUB AREAS. UUNGATION SYSTEM SHALL MEET ALL LOCAL CITY AND STATE CODES AND REGULATIONS. 5 LANDSCAPING, 18 TO BE AS PER PLAN.. PLANT SUBSTITUTIONS DUE TO AVAILAIRL17Y OR OTHERWISE WILL BE ALLOWED ONLY vm DE$1GNER ANDIOR OWNER APPROVAL, ANY SUBSTITUTIONS WILL BE WITH CHARACTERISTICS, AND QUALITY. 8 ALL TREES MUST BE STAKED AS NECESSARY 64 AS TO MAINTAIN MATERIAL IN A HEALTHY, VIGOROUS GROWING CONII)ITION. 7 LANDSCAPING $HALL. BE INSTALLED IN A PROFESSIONAL WORKMANLIKE MANNER THAT IS CONSISTENT AND ACCEPTED THROUGHOUT THE INDUSTRY. ALL LANDSCAPE AND IRRIGATION WORK SHALL BE PERFORMED 13Y EXPERIENCED PERSONS FAMILIAR WITH SCOPE OF PROJECT. 8 ALL LANDSCAPE MATERIAL. AND LABOR IS TO BE GUARANTEED FOR A PERIOD OP ONE FULL YEAR FROM TIME OF COMPLETION. w �F SA_� /seLG1 n S Lc Soo �.. "71qr This plan reviewed and approved by Washington Certified Nursery Professional Dean Bacon CerPffcttte # 1311 zi rk A "�tk "M •r t r' .Y Emerald Courts Town Home D ta,%:ve Landscape P Plant Schedule boI -- Quantl :ar Site 7 Liquidambar styraciflua 2" Cal. min. American SWeetgum 4 Acer palmatum 2" Cal. min. Japanese Maple 8 Picea omarika Serbian Spruce 6-8'Ht. Min. 3 Acer platanoidss 2" Cal. min. Emerald Queen Maple . 5" NNW Thuja piidsta Western Red Cedar 64'Ht. Min. 10 Magnolia Wsda's Memory,,, • WAda's Memory Magnolia 2" Cal. min. 5 8etula jacquemon li Jaquent9.00-Birch 2" Cal. min. O 13 • rhododendron 'Anah Kruschke' 24 - 3Q" Ht. Mln, Anah. Kruschke' Rhododendron 0 25 llex drenata convexa Japanese Holly. 2 Gal. 23 Viburnum davidi! David's Viburnum 2 Gal. 10 Pied4l japonic, a .'Mountain Fire':Pieris 21-24" Ht. Min O 9 Cornus a. fiaviramea. Yellow Twig Dogwood 2 Gal. C'"`" 26 H®merocailis'Ste►la d'.Oro' 'Stella d' Oro' fJayloy 1 Gal. 1E Thuja ctpjdentalis'Smaragd' '4roen Aft Itae- 4-8' Ht. �Y 16 , ` : Rhoc od nOron 'Jean Marie do Montague' 24 - 39" Ht.. Min. Jean.Marb do. Mo.Rte9tre sthaclodgndron 12 Myrica.callfornica Pacifla-:Wsx Myrtle _ 2 Gal. 0 18 Edcaceae darleysnsi$ edium,Whfie. Heather 1 Gal. 8 Leuc-bthoe fontans$lars Coast 4eilcothoe. 2 Gal. Arctgstaphyloo uva ursi Kinniitinaick 1 Gal. at 30" o.c... • Lawn Aroa E U Lg:� 1 (�f•II tieM N�td eleYie ao.aMswrNNWkt .:1. �:•IW � a1tH1 e,N ilrltp. --.�.� bial "d'rii. ;, Illuldl .. • .�,INf11IlY11r iMe wwreoi r WW1 t.tir�on Wwn . Rfmwf hwq Rom h1�k ol0ee . • . • . A+�e.W�MR i"e �tp el bat 10.♦f O.VI 1�.Iee beiRt�'ertl' nulrnry pt 4!W bt a nk, of • •:.. �! i4li ew,:4o} W%ayIYe :•tinf r1f �Y ii� •�►d b.. mn• All RECORD DRAWING CERTIFICATION THESE DRAIMNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE- -TITLE/POSITION: CONFIRMED BY CITY: DATE; PROJECT REF: S E P OS - 0 0 01 THESE PLANS ARE APPROVED FOR CONFORMANCE WTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED• - - . V a a C cl %n aOD � U C.� Ch o zM Date 51.1:8/2004 Drawn Py ELU Scale Sheet L-1 Of 2 (4 Z 4b U) RECT. VALVE OOX ""— Nr/ EXTC141WH AS REQ. s t) 3t a LEECTOCTO RSS C.�1. Fr. GRAVEL ►: SUNKMT •• rtA+ttlbtE FINISH GRADE SCH. s0 PVC "NIPPLE PVC FEMALE ADAPTER,ff,0 1 PVC SXS 90 ELL, 50C 00 pvG 141w I PVC SUP TEE AUTOmATIC CONTROL VALVE pop —UP SPRIWLEk SIRED ELL FLEX TUBING . STREET ELL PVC TEE I'vC LATERAL LNNE ,POP UP SPRAY DEAD M'lR -- North This plan reviewed and approved by Washington Certified Nursery Professional Dean Bacon Certificate # 1311 IRRIGATION SCHEDULE 1 "Water Service (provided by others) Nelson EZ Pro Controller 1" Febco 805Y Double Check Assembly ( Weathermatie 21000 Series remote valve c Toro 5704 Shrub Heads with 4x30 SSt, EST or 9x18 SST 0 Toro 5704 Shrub Heads with 10',12' or 15' radius and 90, 120, 180, 2.40,270 degree arcs. as appropriate G Toro S700 Rotor W/2.0 Nozzle ---- 1-1/4' Class 200 PVC Mainline --- 1" Class 200 PVC Lateral line 4" Sleeving (as shown) P AUL VALVL. -Quiex 4"ruR. I'1AII4 LIWE . � � �� �N 1.IATER- 11GTtrlZ I.k1TG ._ 69NIJW'10ll `ice WAIT IR 111NIO ANn kATP-fL 6AL.L VALVE 1­IE•1CR- IWWAU.ATW yHALL --=—��" SF�Y►Ge UIJ� De ptg.- GIT(oF LACi Y 910. VETAlL !o - 3• WAX Lf-11bM (Ulgr-) IRRIGATION POINT OF CONNECTION Nis Emerald COut----t- menowHome devet Irrig,oft ation Plan IRRIGATION NOTE 1 IRRIGATION SYSTEM IS TO BE DESIGN - BUILD AND BE FULLY AUTOMATIC. 2 CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITIES AND SITE IMPROVEMENTS PRIOR TO COMMENCING WORK 3 CONTRACTOR SHALL FIELD VERIFY ALL HEAD PLACEMENT LOCATIONS. 4 MANUAL DRAINS SHALL BE PLACED AT ALL MAINLINE LOW POINTS AUTOMATIC DRAINS PLACED AT ALL• `ATF_RAL LINE LOW POINTS. 6 DOUBLE CHECK BACKFLOW ASSEMBLY, ALL PLUMBING AND ELECTRICAL CONNE TIONS SHALL BE INSTALLED AS 1PER ALL CITY, COUNTY AND STATE CODES. AND REGULATIONS. 6 WATER SOURCE AND POaVYER FOR CONTROLLER- ARE TO BE L LIED BY OTHERS. RACTOR SHALL GUARANTEE ALL MATERIALS AND KMANSHIP' FOR: A PERIOD OF ONE FULL YEAR FROM CTS OR SYSTEM FAILURE. F,A/�t i1L1G•ILO(riPE(}ORGQt1A4 show".. cEi SACOLOW 00%. WATER SER FROM YETI RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTORS CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY: DATE: road GRADE SO4 00 WOWS AT BOTH ENOS Of ASSEAKY V000 M MAtTa MBE jr GRAMEL 'SUMP 7/d' WASHED GRAvEL DOUBLE. CHECK VALVE 2 BACKFLOW ' PREVENTER PROJECT REF: THESE PLANS ARE APPROVED,FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: U114 a rA r. rA QA g In ' O c m E DateL gyELV 511 8/2004n Scal"'=200 Sheet L-2 of 2 OCD 174'7