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HomeMy WebLinkAbout03D1721' TABLE OF CONTENTS SHEET 1 COVER SHEET SHEET 2 TESC + NOTES & DETAILS SHEET 3 GRADING + NOTES & DETAILS SHEET 4 WATER + NOTES & DETAILS SHEET 5 SEWER + NOTES & DETAILS SHEET 6 NE 24th STORM PLAN & PROFILE SHEET 7 NE- 24th/A DR. STORM PLAN & PROFILE SHEET 8 A DRIVE STORM PLAN & PROFILE SHEET 9 A DRIVE STORM PLAN & PROFILE SHEET 10 9 DRIVE STORM PLAN & PROFILE SHEET 11 STORM NOTES & DETAILS SHEET 12 COMPOSITE UTILITY PLAN LEGAL DESCRIPTION NEW LEGAL DESCRIPTIONS PARCEL A: THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., BEING A PORTION OF LOTS 6 AND 7 OF THE UNRECORDED PLAT OF MAPLEGROVE TRACTS, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 1,092 FEET EAST OF A STONE AT THE SOUTHWEST CORNER OF THE NORTH 1 /2 OF W.M. BRANNON DONATION CLAIM NO. 37; THENCE NORTH 0'15'44" WEST ALONG THE WEST LINE OF SAID LOT 7 A DISTANCE OF 5.00 FEET TO THE NORTHERLY MARGIN OF 22ND STREET NE AND THE TRUE POINT OF BEGINNING; THENCE EAST A DISTANCE OF 40.00 ALONG SAID NORTHERLY MARGIN; THENCE NORTH 0"15'44" WEST A DISTANCE OF 150.00 FEET; THENCE WEST A DISTANCE OF 183.51 FEET, THENCE SOUTH 0'15'44" EAST A DISTANCE OF 150.00 FEET TO THE NORTHERLY MARGIN OF 22ND T N I II �( I 1' ,r ------ INC.' 1+i",°, * y. 'aw `'..`; +#,+:•v:'�`` ,r� d�}y „�`��'. ':tib�+ 4'�• S a .� b'i ++y'r # "+r t • La �ad�y P+y.+ fie" 5y. • CONSTRUCTION REQUIREMENTS A. THE GENERAL CONSTRUCTION REQUIREMENTS FOR THE CITY OF AUBURN SHALL BE THOSE CONTAINED /N THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATION FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, " CURRENT EDITION, EXCEPT WH£R£ SUPPLEMENTED OR MODIFIED BY THE CITY. B. ALL PLANS AND CALCULATIONS SHALL BE PREPARED, STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED PROFESSIONAL CIVIL ENGINEER. C. PROPERTY SURVEYS SHALL BE PERFORMED AND STAMPED BY A WASHINGTON STATE LICENSED PROFESSIONAL LAND SURVEYOR. NCLUTTER£D LEGIBLE, AND /N D. ALL PLANS AND CALCULATIONS SHALL BE NEAT, U , CONFORMANCE W/TH THE REQUIREMENTS HEREIN. E. WHERE APPLICABLE, SHOP DRAWINGS SHALL BE SUBMITTED FOR R£V/EW AND APPROVAL PR/OR STREE E, THENCE EAST A DISTANCE OF 143.51 FEET ALONG SAID NORTHERLY MARGIN TO THE TRUE POINT OF TO CONSTRUCT/ON, BEGINNING. I a� M F. HE CONTRACTOR SHALL BE ADHERE TO APPLICABLE CITY DEVELOPER SPEC/F/CATIONS AND SITUATE IN THE CITY OF AUBURN COUNTY OF KING, STATE OF WASHINGTON. a cep I } q� STANDARD DETAILS. /T SHALL BE THE' RESPONSIBILITY OF THE APPLICANT TO OBTAIN THIS cn } Z) 00 INFORM,4T/ON AND PASS /T ON TO HIS CONTRACTOR FOR CONSTRUCT/ON PURPOSES FA/LURE TO PARCEL B: 1" r i DO SO WILL BE GROUNDS FOR NONCOMPLIANCE TO CITY REQUIREMENTS. DEVELOPER THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, m co SPEC/F/CATIONS AND STANDARD DETAILS SHALL BE ON S/T£ DURING GONSTRUCT/ON W.M., BEING A PORTION OF LOTS 6 AND 7 OF THE UNRECORDED PLAT OF MAPLEGROVE TRACTS, Q �� DESCRIBED AS FOLLOWS: II CITY OF AUBURN WITH COMPACT/ON TEST RESULTS RFCINNINC AT A P()1NT 1 ()Q9 FFFT FAST OF A STONE AT THE SOUTHWEST CORNER OF THE NORTH - rr: / \ _ \ ^ 'a1;. PR/OR TOCTHE INSTALLATION OFOl/UT/ES. , THENCE EAST A DISTANCE OF 40.00 FEET ALONG SAID NORTHERLY NiA RGIN; o I 1. PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN. THENCE NORTH 0'15'44" WEST 150.00 FEET; I CHURCH 2. FLAG OR FENCE CLEARING L/M/T5 THENCE EAST 143.51 FEET TO THE TRUE POINT OF BEGINNING. 3. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. �I I 4. INSTALL CATCH BASIN PROTECT/ON IF REQUIRED. SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. I j5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). LEGEND CB=CATCH BASIN PVC=POLYVINYL CHLORIDE -SD-=STORM DRAINAGE LINE ❑ =CATCH BASIN EXISTING O=CATCH BASIN PROPOSED -SD-=ROOF/FOOTING DRAIN LINE TCI=THROUGH CURB INLET VG=VANED GRATE SL=SOLID LID IE=INVERT ELEVATION RIM=TOP ELEVATION OF STRUCTURE 4b =RIP RAP PAD ED=ROCK CHECK DAM CMP=CORRUGATED METAL PIPE DI=DUCTILE IRON PIPE CP=CONCRETE PIPE =PROPOSED SANITARY MANHOLE �S,\ =EXISTING SANITARY MANHOLE -SS-=SANITARY SEWER LINE SSCO=SANITARY SEWER CLEANOUT SSMH=SANITARY SEWER MANHOLE G=PROPOSED SS CLEANOUT Q =DOWNSPOUT -=FILTER FABRIC FENCE LINE --ci----o-=TREE PROTECTION FENCE LINE -=6' CHAIN LINK FENCE LINE =CLEARING LIMITS - �-»-•=INTERCEPTOR SWALE - - -=CENTERLINE OF =PROPERTY LINE PA =LOT LINES =PROPOSED FLOW CONTROL MANHOLE W�/IZ11�=EXISTING AC HATCH =PROPOSED AC HATCH • =CONCRETE HATCH =LANDSCAPE HATCH AC=ASPHALTIC CONCRETE SURFACE R/W= RIGHT- OF- WAY CL=CENTERLINE TA=TOP OF ASPHALT EA=EDGE OF ASPHALT FF=FINISH FLOOR TW=TOP OF SIDEWALK 0 =SURVEY MONUMENT (FOUND) pp =PROPOSED STREET LIGH -a- =UTILITY POLE (-- =GUY ANCHOR -OP-=OVERHEAD POWER LINE O=TELEPHONE J-BOX DI=DUCTILE IRON PIPE = CAP -. =THRUST BLOCK Flli = TEES =FIRE HYDRANT EXIOSTI GI w =PROP WATER MAIN LINE - -w- -EX WATER MAIN LINE H=WATER VALVE ig=WATER METER y-I =BEND •-=BLOWOFF ►[=REDUCER O=JUNCTION BOX -`.-=EXISTING STREET SIGN 0 =EXISTING TREE s-o =PROPOSED SIGN -CONTOURS R =GRADING RIDGE LINE SUR VEYORS NOTES NOTES: 1. NO ATTEMPT HAS BEEN MADE AS PART OF THIS TOPOGRAPHIC SURVEY TO OBTAIN OR SHOW DATA CONCERNING EXISTENCF, SIZE, DEPTH, CONDITION, CAP/CITY, OR LOCATION OF ANY UT/UTY OR MUNICIPAL/PUBLC SERVICE FACILITY. Z SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE T/TL£ SEARCH MAY DISCLOSE. J. ALL BUILDINGS, AND SURFACE AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE SITE ARE NOT NECESSARILY SHOWN HEREON. 4 THE LOCATION AND/OR EXISTENCE OF UTIUTY SERVICE LINES TO TH£ PROPERTY SURVEYED ARE UNKNOWN AND ARE NOT SHOWN. 0 DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAJD AGREEMENT OR BY DBM IN WRITING. PONDS. 7. DIMENT POND AND DETENRON CONS7RUCr SE 8. GRADE AND STABIUZE CONSTTVC770N ROADS Noma 9 coNsrRucr/ / / DIKES,/ DRAINS, ETC.) ia CLFAR REMAINDER OF THE' SITE. fit 1. BEGIN EARTYWORK OPMRONS. *„12. ROUGH GRADE FOR PARKING LOT & FouNDArloty 13. SURVEY TO SET CENTERLINE OF ROADS. OR ROADS. livirAu unurlis livatuDING LIGHT Pou, 16. REMOVE' TEMPORARY EROSION CON7ROL PIPES AT r1m OF sTALLATIo OF .t'v + RISE ?rly. UPON COMPLETION OF TSE' PRO.IECr, ALL DISTURSE0 AREAS MUST BE IF APPROPRIATE ONLY ON APPROVAL OF A CITY INSPEC70R. VERTICAL DA TUH VERTICAL DATUM PER KING COUNTY BENCHMARK 124-G(AUSURN) ELEVATION 56.25 ffET. A R.R. SPIKE IN WEST FACE OF POWER POLE ON EAST SIDE OF AUBURN WAY X., SWOND POWER POLE NORTH OF 22ND ST. N.E., WEST OF AUBURN NATIONAL AUTO PARTS AND PK HAIR & NAIL SALON. BASIS OF BEARING BASIS OF BEARING /S THE UNRECORDED PLAT OF MAPLE GROVE TRACTS BEING TH£ SOUTH UNE OF THE NORTH HALF OF W.M. BR4HNAN DONATION LAND CLAIM ,4 37. CUR VE TASLE CURVE LENGTH RADIUS PC PRC PT PRC C1 54.98 35.00 PC=1+65.09 PT=2+20.07 C2 54.98 35.00 PC=4+52.57 PT=5+07.55 C3 31.33 20.00 Pf.=1+29.06 Pi=1+60.310 C4 31.42 20.00 PC=1+61.71 PT 1+#J.15 C5 25.80 3000 PC=2+26.33 PRC-2+52.15 C6 30.10 35.00 PRC=2+5 IJ PT 2+82.24 C7 15.71 20.00 PC=O+ 12.04 PT= t1+27.75 C8 12.54 20.00 PC 30.40 =0+42 94 C9 83.41 28.00 PRC=0+42.94 PT=1 +26.35 C 10 7.05 9.92 PC=1 +80.95 PT=1 +88.00 CUT & FILL cur=732Cr I FALL=Jo,o86cr pB• M0 P OF WASy V, �� 0 co J 1 9 217711 �Q .� c�Of ass/ONaLEN�� EXPIRES 2/18/ N IV v 04 i m 2 3 m Q CALL BEFORE YOU DIG 1 800-424-5555 VICINITYMAP ST. CONSUL TANTS/UTILITIES/SER VICES ENG/NEER/y�/PLANN/NG/SURVEY/NG.• TELEPHONE.• AARON ME/LL£UR (PROJECT ENGINEER) US WEST COMMUNICATIONS RYAN JEFFR/ES (DESIGN ENGINEER) PRO J JO U AVENUE NE PREM/S BUREAU, 47H FLOOR ROBERTA MARTA (PROJECT PLANNER) BELLEVUE, WA 98005 DAVE ELSER (SURVEY MANAGER PLS) 1-800-526-J557 DBM CONSULTING ENGINEERS 502 16TH STREET N£, SUITE' 312 CABLE. AUBURN, WA 98002 (253) 887-0924 (PHONE) CABLE SERVICES (253) 887-0925 (FAX) 020 AUBURN WAY NORTH 4020 P.O. BOX 1648 AUBURN, WA 98002 WA TE SEWER: 1-877-824-2288 F/R£.• CITY OF AUBURN 25 W£ST MAIN STREET CITY OF AUBURN F/RE DEPARTMENT AUBURN, Will 98001 If 0 1 D STREET N.E. (253) 931-3010 AUBURN, WA 98002 (253) 931-3060 PON EV-6AS: (253) 951-3055 FAX PUGET SOUND ENERGY GEOT£CN/CAL ENGINEER: 105 1567H AVENUE NE DAN REDMOND BELLEVUE, WA 98005 P.O. BOX 301545 1-800-321-4321 PORMAND, OR 97294 (503) 760-1060 (PHONE) OWNERfCLIENT.• (503) 760-1372 (FAX) BEN SETTECASE $cjfimr MOONT/AN WEST INVESTMENT CORP. 698 12th STREET SE, SUITE 210 AUBURN SCHOOL D/STR/CT FEDERAL WAY, WA 98003 915 47H STREET N£ (503) 566-5721 (PHONE) AUBURN, WA 98002 (503) 588-3531 (FAX) (253) 931-4900 TRAFFIC TRANSPORTATION CONSULTING NORTHWEST 1607 E. MAIN STREET AUBURN, Will 98002 (253) 931-0506 (PHONE) � (208) 664-1144 (FAX) GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRED APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, RIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010. TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OR ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKINGS AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVED THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AN AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR FOR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONT TO 'S CONSTRUCTION RECORDS. B DATE L oq�y s TITLE/POSITION: PrAAAA6--k" CONFIRMED BY CITY. --DATE _ PROJECT REF: FAC01-0040 -3/u/6 z 7 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: 0-+Piyw S ,(r DATE APPROVED: U M O 3 J` O 0 O 4 0 h3 �C Q a1 .r r +I� � • � ,nr. r c� o5iv y vs GRAPHIC SCALE 0 20 40 80 I inch = 40 feet o -"q RIGHT—OF—WAY II II '. � � 11 l I T� --- ---- A UB URN MEA DO WS SENIOR COMMUNIT Y NW 1/4 OF NE 1/4 SECTlON7, TWN 21 /V, RGE SE, WM oc►Anvr CVIG`Tlkle% TMCCQ CITY OF A UBURN TESL DETAILS CONSTRUCTION ENTRANCE DEV-5 SILT CONTROL FENCE DEV-6 CATCH BASIN PROTECTION FOR GRADING PROJECT DEV-7 CATCH BASIN PROTECTION DEV-8 CHECK DAMS AND SWALES DEV-9 EROSION CONTROL NOTES WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT —LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. THE SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, EPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. THE SEDIMENT PONDS AND EROSION CONTROL FACILITIES SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE; FROM APRIL I TO OCTOBER 31, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 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 AREA OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. SILT FENCE INSTALL PER CITY OF AUBURN DETAIL DEV-6 TRASH RACK AT END OF PIPE (CUT TO MATCH SLOPE) TINT T"T DT?n717l'l' 1nNT CALL BEFORE YOU DIG 1 800-424-5555 EROSION CONTROL REQUIREMENTS A. 50'X 20'X 1' MINIMUM QUARRY ROCK ENTRANCE. NOTE THAT A WASH PAD MAY BE REQUIRED. B. CROSS—SECTION FOR FILL AND GRADING SHALL BE AS SHOWN ON THE PLANS THROUGH ALL PROPERTIES AND AT LEAST THIRTY (30) FEET BEYOND THE PROPERTY LINES. ENOUGH CROSS —SECTIONS SHALL BE SHOWN TO REPRESENT THE SITE. C. SILTATION CONTROL MEASURES (I.E. SILTATION PONDS, SILT FENCES, SETBACKS, HAY BALES, DITCHES,ECT.) SHALL BE PROVIDE AS APPROPRIATE TO ADJACENT PROPERTIES. D. A PHASING SCHEDULE FOR INSTALLING AND REMOVING GDESC MEASURES, INCLUDING THE TRANSITION FROM THE TEMPORARY STORM DRAINAGE SYSTEM TO THE PERMANENT STORM DRAINAGE SYSTEM. E. PROTECT OF DOWNSTREAM CONVEYANCE FACILITIES. F. LIMITS OF CLEARING. G. APPROXIMATE FILL AND/OR EXCAVATION QUANTITIES IN CUBIC YARD ARE INDICATED. H. SHOW EXISTING TREES SIX INCHES (6") IN DIAMETER AND LARGER (EVERGREENS), RIND INDICATE OUR TREEnISHTO ETHER BE RETAINED IN DIAMETER R OR LARGER REMOVED. NOTE THAT A LAND —CLEARING PERMIT MAY BE REQUIRED. I. PROVIDE TEMPORARY RETENTION OR DETENTION FACILITIES INCLUDING CITY OF AUBURN'S STANDARD CONTROL STRUCTURE DETAIL NO. DEV-4. INCLUDE WATER SURFACE (W.S.) ELEVATIONS, SIZES, DESIGN STORM FOR THE W.S. ELEVATIONS AND RELEASE RATES. J. PROVIDE SITE STABILIZATION CRITERIA INCLUDING HYDROSEEDING MIXTURE AND APPLICATION RATES. K. FLUSH ALL STORM DRAINAGE PIPES AFTER THE SITE IS STABILIZED & THE PERMANENT FLOW CONTROL STRUCTURE IS PLACED. NOTE: THE TRASH RACK SHOWN IS FOR ROUND PIPE. TRASH RACKS FOR ARCH PIPE ARE TO BE CONSTRUCTED OF SIMILAR MATERIAL AND CONFIGURATION MAX. 3" SPACING 0.25"x2"x57 _ STRIPS 0.75" FRAME 0.5" GALVANIZED OR NON -CORROSIVE BOLTS & NUTS 0.75" J ENDS TO BE WELDED TO 0.75" FRAME VIEW "A" END VIEW TRASH RACK DETAIL NTS ANCHOR STRIP (TYP.) 0.75" FRAME 4 EACH,K 2"x5" STRIPS WELD TO 0.75" FRAME SPACE UNIFORMLY. SIDE VIEW STABILIZATION METHOD HYDROSEEDING & MULCHING PER THE FOLLOWING: A. TIME OF PLANTING — DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND 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 FERTILZER. D. SEEDING — APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEEDBED 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 FESCUE 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. MAINTENANCE — SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTR OR'S CONSTRUCTION RECORDS. TITLE/POSITION: Q CONFIRMED BY CITY: DATE PROJECT REF: FAC01-0040 -3Aa(*/ z �y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY. DATE APPROVED: _ 3 �?7�0 Z I 20403 Q.5UI/,zi GRAPHIC SCALE 0 20 40 80 1 inch = 40 feet 1' B , �_© DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. RIGHT-OF-WAY-1 24th STREET N.E. CUT & FILL cur=732cr nu=iowecr AUBURN MEADOWS SENIOR COMMUNITY NW 1/4 OF NE 1/4 SECT/ON7, TWN 21 N, RGE 5E, WM j d4 I { f r , 60 r 7 7 r I7 'I r ,I 45.00 0+00 64 r DATUM EL, 45.00 w Z i I "A"DRIVEWAY I I PROPOSED j BLDG FF=61.50 CENTERLINE RIGHT OF WAY 1 24th STREET N.E. S±69.07 w I GRA EL EVATION 59.12� I , -- - -� - - -'- - - — - I EXISTING GRADE # MA3:1 X MWS=57.50 -- ------------ -POND' t I I ( i SWALEI/POND LINER BIC(SWALE SEASONAL HIGH GROUND WATER ELEVATION=52' NOT REQUIRED j f 1 I fj I j 1 "= 40' HORIZONTAL ( I I i f 1 "= 4' VERTICAL i N h ►� b b O QO h h b O Nt O of of of of of O of •: •: h h h h h b h b b h h h h SECTION D D 0+80 1+60 2+40 3+20 4+00 4+80 5+60 CENTERLINE RIGHT OF WAY , „A"DRIVEWAY -BLDG FF=61.50 I PROPOSED GRADE BLDG FFf>1.50 24th STREET N.E. STA=3+77.90 ELEVATION=58.85 EXISTING GRADE ? 3:1 -- - - - - - - - - - - MWS=5Z-50- I MAX 1 - I POND SWALE/POND LINER I I NOT REQUIRED { I i i SEASONAL HIGH GROUND WATER ELEVATION- 52'_-�BIOSWALE i 1 i 4 I 1 i 1 "= 40' HORIZONTAL 1 "= 4' VERTICAL N O b o� 1A� wb FAO MO IAA 0+80 1+60 2+40 3+20 i z J S CENTERLINE A» DRIVEWAY I CENTERLINE "B" DRIVEWAY PROPOSED GRADE STA=8+63.15 af STA=4+26.79 BLDG FF=61.50 ELEVATION-58.58 I a o Ir ELEVATION=59.28 0 40 HORIZONTAL EXISTING GRADE 1 "= 4' VERTICAL I M =57.50 MWS=57 50 POND - -------------- POND 00 b ^ N a b O o0 h h h h h h h h SECTION A A 0+80 1+60 2+40 3+20 64 DATUM ELEV 56.00 v $ Zoq 4+00 4+80 5+60 I z ; CENTERLINE( "B" DRIVEWAY I ' STA=0+40.14 I z ' ELEVATION= 9.69 " CENTERLINE A» DRIVEWAY af i f PROPOSED GRADE STA=5+09.04 I BLDG FF=61 50 ELEVATION=59.06 a10, EXISTING GRADE 1 "= 40' HORIZONTAL l 1 "= 4' VERTICAL I i 0+80 1+60 2+40 RECORD DRAWING CERTIFICATION THESE /NGS CONFORM TO THE CON CTO CONSTRUCTION RECORDS. DATE. 21zlamY TITLE/POSITION: P CONFIRMED BY CITY: DATE 3+20 PROJECT REF: FAC01-0040 -312-f-Z z �y THESE PLANS ARE APPROVED FOR / CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: oC� DATE APPROVED: 3�ZO2 sz m (n �j m J N Qz Z Z -,4; W �m i ,o Q o� oo vQ Q o L N OJ C C W 07 C f-r fn C 0 Cn m Cu 0 0 CU eri 0 Ln Cu L ro 0 Cm of CD Cu 0 n� to ro a Lo m 0 0 CD Cu 0 i E L L cn z o3p 1742.1 A UB URN MEA DO WS SENIOR COMMUNIT Y NW 1/4 OF NE 1/4 SECTION 7, TWIV 21 N, RGE 5E, WM GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet —M— — — —M— — — —M— — — —M— — Il r list I it it l 11t, � II'I e it � I t ,II II � II 001771 II — II � II I ? >c'�� m { 11 I Z7 v:Mxk ` Y �jj II 14'O �1� '•.II I" x ;u r' > it i �toz II o z I, r------ it I � 1641 r----f -- -— x x C") II PATIO C� } — — — — -----------f SEE PROFILE SHEET 8 STA. 2+80 TO STA. 4+80 15' UTILITIES EASEMENT 1 4+60.33, 7.03RT (1) 8" 45 BD (MJ)� (1) CON THRUST BK (WABL-1) ®DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. II u I I I I II I I I I I I u "A" DRIVEWAY f` A . . OC n= . C A.fl T M— — — — — M— �1) 8 4b bl) kMJ) (1) CON THRUST SK (WABL-1) WA TER KEY O1 8"x6" HYD. TEE AND MVO FIRE HYD. ASSEMBLY SEE DETAIL WAFH-1 O IRRIGATION METER W/DBL—CHECK VALVE ASSEMBLY, DET. WADM-1 �3 2" WATER METER do SERVICELINE, DET. WASM-2 O VALVE WRENCH EXTENSION BOX, DET. WAVW-1 FIRE SPRINKLER NOTE SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES C. A SEPARATE DETAIL 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. "A" DRIVEWAY STA 3+81.29, 5.77LT (1) 8"x4" TEE (FL) (1) 4" GV (FLxMJ) (1) CON THRUST BK (WABL-1) _. - _" — —A—ft STA. 4+80 TO STA. 9+68.64 WA TER NO TES. A. A FIRE SPRINKLER LINE REQUIRES A SEPERATE DETAIL PLAN AND APPROVAL BY THE FIRE MARSHALL. CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. r B. WATER MAIN MUST HAVE A MINIMUM OF 42" OF COVER. ` C. FIRE HYDRANTS SHALL HAVE A MINIMUM OF 5' CLEAR AREA. D. ALL 8" DI TO BE CLASS 52. O� z 21778 1. ,NAI.ENG EXPIRES 2/18/ 2 2)lgz" 00 29 u� _ wm SEE -PROFILE' CALL BEFORE YOU DIG 1 800-424-5555 I 1 II; ae EXISTING 8 " DI WATER , i I { I FIELD VERIFY CONNECTION \ / ' ® VALVE 92. JI IF VALVE 92 IS 6" THEN ©f _ _ _ REPLACE VALVE W/8" GV — �/ AND CONTINUE 8" DI TO _ __ EXISTING 8" PIPE I , 1 I � t II I 1 I , I I a< I Q I + I + RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONT R'S CONSTRUCTION RECORDS. Y DATE 211 3 TITLE/POSITION: CONFIRMED BY CITY: DATE CADE TO REMAIN N.E. 24th ST. STA 6+39.05, 21.23RT (1) 8" TEE (FL) (3) 8" GV (FLxMJ) (1) CON THRUST BK (WABL-1) FIELD VERIFY RIGHT—OF—WAY EE PROFILE HEFT 6 FTA. 1 +00 TO STA. 6+47.43 1 II N.E. 24th ST. ST 6+39.05, 21.23RT (1 8" TEE (FL) (3) 8" GV (FLxMJ) (1) CON THRUST BK (WABL-1) FIE VERIFY TING 6" WATER PROJECT REF: FACO1-0040 3/a4,61_ 7 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: �_S mot - DATE APPROVED: m Z 1W j. V . 41 QZ v m W , 3 N C� 4. m C� W Q\ o3 0 17;1. 1 62 60 58 56 !aim 52 50 48 46 -u �z C N ICV0,0; wr 0+00 z (o LJN "'_© DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. AUBURN MEADOWS SENIOR COMMUNITY GRADE AI8M SS PIPE EXISTING GRADE ABOVE! SS PIPE 17C0-1 _t 40OLF h SEWER 0+40 0+80 1+20 1+60 2+00 2+40 SEWER PROFILE HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=2' 2+80 3+20 6" TEE IE=r'50.94 3+60 O\ ip J —77 TYPE II 48"0 N STA 4+00, ORT RIM=59.55f IE 8"(S)=51.21 54, 0 I : 6"(NE)=51.48 °'G 4+00 CALL BEFORE YOU DIG 1 800-424-5555 GRAPHIC SCALE O 10 20 40 1 inch = 20 feet ('00, + 5150 I SANTARY SEWER CONSTRUCTION NOTES 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE BY A PRESSURE TREATED 2 X 4, FOUR FEET (4) LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1) SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. CITY OF AUBURN SEWER DETAILS 24" MANHOLE FRAME WITH COVER SSFC-1 MANHOLE —TYPE 2 B-128(WSDOT STANDARD DETAIL MISCELLANEOUS MANHOLE DETAILS B-24(WSDOT STANDARD DETAIL) RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CON T T R'S CONSTRUCTION RECORDS. DATE TITLE/POSITION: P CONFIRMED BY CITY: DATE PROJECT REF: FACO I —0040 z- �y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUSURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: f✓ S ��i�O DATE APPROVED: 3 7 O ? � Pw otico w C4 d o _\\ Ca N o� 4 N �4j,O�QQ) % Qj VJ 411��0� At a >v� >N I. rQ � N LIZ 3 m V Z -,4k 0. O N o or ci v Q Q a �7 0 L N QJ C Q7 C LLJ CP C U) 0 U m 0 Cu CD c-, of 0 Sri Ln L (D C O ME cm 3 OI CD CUI 0 aj cn al cu U Q / Ln m 0 0 / cn im D / E .n / L L QJ [n Z paw 0 w 0 0 0 0 (r) rm 82 80 58 �ilj 54 WA 50 4 46 D.4 /^^V''/ VMM lLLL V ,64 AUBURN MEADOWS SENIOR COMMUNITY NW 114 OF NE NOTE: SEE CITY OF AUBURN DETAIL STA 5+8 . 6 60" OFFSET: 71.07 L 114 SEC TION 71 DIr_UT_nc_lAlAv TWN 21 N, RGE 5E, WM KEY MAP CALL BEFORE YOU DIG 1 800-424-5555 GRAPHIC SCALE 1 inch = 20 feet 0 I _ 1 , i I HIGH POINT LEV 59.50 � 3 i c® ROR Pam• STA 4+T6:67 PVI STA != 4+6V 1 M �a 04 I + I PVI ELEV; 59.67 ( I + I jztD I t �+ o II o0 A.D. _ -1.50 zo U a0 K 67 W i.I iij W 1 V) t r W In 17 I I v W Q7 iI I I d CY zz ICI o0, p N y+ N A s + ; p ; W € t PV1 STA '= 1 +80 z + z W z PVI ELEV i = 56.87 o V) W j o A.D.0_57 r Cn l;i o Q E I K 86.96 r r W 't m J I lZ ' a i — I 5fl.� Vt. 0 a R W a 4 m m ; N m EXISTING GRADE its CENTERL IK, I o —0.507b �' I 0.527. t i — r---W) Cq �l p + i l ; r^ W 04 vl ,_— ----+--------------' ------ ' c� _ ti� AND EXISTING PAVEMENT ailm W I I i C PROPOSED GRADE O CENTERLINE 0.43X W i I i I i i I «- I I i } 0.5' MIN, ETHA FOAM 220t ` i 302LF 1 BED W/SAND PVC S=0.5 I I SHEETS &! } I I i 1 I 1 i t 297L DI WA W REDUCERREPLACE EXISTING 6" I F 12" PVC S=0.5*. TAR /325LF 8" Di I I STA 6+ ! ( EXISTING ; 6" DI WATER I ! ! i I TI S N 6 G ' a � I EEC DI WAT ER ER i 1 00 i i I 51A 3+21.50 l I -H ! I I I 1 4 i f i i 6 { I I i f 1 I C133, TYPE 1 i rJCB2, TYPE1- STA 6+30.99, 15.2W STA 3+29.30, 16.2 L — RIM=5" 5J�j, IP2— j RIM= 5 i, w713 ! IE 12"(E) 6 55'd ! i IE 12"j ".86 ( ,iv IE 12"(S)=5lr:3b 5�$,tp ! ; ' IE 12"(E)- 54s � i I I IE 12"(W)=53 Ef5 i Cm E I I I ! I i f I� f , I i E i I aapp Al ^ "7ab q�� �► Q yyO �ql h �0 �! ® �O 40 8+40 6+00 5+60 5+20 4+80 4+40 4+00 3+80 3+20 2+80 2+40 2+00 1+60 1+20 6+47.43 a CE WSDOT STANDARD PLAN R ALL CB GRATES U.N.O. ® DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. , NE 24th S T PROFILE HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=2' NOTE: SANITARY SEWER NOT SHOWN ON PROFI BECAUSE THE DEPTH OF THE EXISTING METRO LINE IS 15' DEEP. CONTRACTOR VERIFY WATER LINE DEP WASy� 0 z 21775 �Q )NALE�� RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CON R' CONSTRUCTION RECORDS. 8 DATE • TITLE/POSITION: Nomm CONFIRMED BY CITY. --DATE PROJECT REF: FAC01-0040 S/7-4/0 z cr THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: 31 Z 740 z Z 0 W p0 z 5: pp � `i pQ L Ct 5z 41 © ac N W ,4 cn L w CD c .ry C) C LL Cm 4-1 cn C O U m N 0 O N Co CU v Ln Cu L C O 03 D /7,11 A UB URN MEADOWS SENIOR COMMUNITY NW 1/4 OF NE 1/4 SECT/ON 7, TWN 21 N, RGE 5E, WY CALL BEFORE YOU DIG 1 800— 424— 5555 6Cr30 TA 15- y ) I i%t .I 1. V I Vi/ �� ' 1JJ-T-T I P R S EXTRUDED CU BLO E rn B .� � I 90 5` k I 'r F T MATH I P i2B. t 0 C C.. CU C L .. L' EX 12 CP ; SD—TYP ►� 1 w 6fl� 1( 3 W 55.90,. STORM 1 I f0.30 0. `TA A TA c� I I 1 .X , TYPE CB Y 4 � E E 2 I { 8 E-+ 1 �..w ;, I rrT - u , MATCHLINE a t 97LE 12 -PVC .S 0-.5 _ � � q � � SEE SHEET 8 f _ _ --- - - _ 9w ----�-=-- ------ I REf LA 2+4 -oo -----�_------=- - � � � cn STA 0 REPLACE EXISTING CURB ' 13LF 12 & GUTTER AS REQUIRED SDR 21 `� _� ,. ;� a... I �"� Q EX CB TYPE 1 L U I w w GRAPHIC SCALE o CONTRACTOR/CITY INSPECTOR N 10 fIt w VERIFY IF TO CURRENT STANDARDS, xov�n 0 10 20 40 IF NOT REPLACE CB. Ld I Q v, 1 inch = 20 feet U I I ! I Q 66 r 1 i _._--- 1 ■ cm EXISTING _0.43X ";297LF 12" rNOTE: BECAUSE THE DEPTH METRO LINE IS 15' 1 CONTRACTOR VERIFY NOTE: REFERENCE WSDOT ST B'-2 FOR ALL CB GRA h 1+20 S=0.5% THE EN --R LINE RD PLAN U.N.O. ('C DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet NOTE: EXISTING AC TO RE►uIAIN I PROPOSED & EX GRADE10 C 12" PVC S=0.5X JG 36" STA 0+31.99, 15.44LT j RIM=56.01 f MATCH EXISTING GRADE i NTH. IE 12"(W)=52.36 EX CB TYPE2 "0 IE 12"(E)=52.36 STA 3+29.30, 16.2 L COVER) ___ ---- _ RIM=5:8b. 4Z NEW IE 12"(SM/)43 EX IE 8"(NW)=52.13 EX CB TYPE1 EX IE 12"(S)=52.13 STA 3+29.30, 16.25LT EX IE 12"(E)=52.13 RIM= 55.t'o I IE 12"(NE)=52.30 j ! I 0+80 0+40 NE 24th STREET HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=2' n, 54 EX 12" CP STORM 52 ;nf 48 46 o*w -0+20 DATUM ELEV 64 62 rylA 56 54 52 50 48 46 v ELEV TUM -0+20 0+00 0+40 (+jv 1+20 1+6o z+uu z+4u xlr&luowp 'A " DRIVE WA YACCESS HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=2' RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTR R' CONSTRUCTION RECORDS. BY DATE j 'r - 4 TITLE/POSITION: &m CONFIRMED BY CITY: DATE PROJECT REF: FAC01-0040 3%"/( % THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: JDA,,a-- � e4 DATE APPROVED: 3 0 Z R1 �: m tti m -4 S 3 �� R. 4 o3D17.zi ® DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. AUBURN MEADOWS SENIOR COMMUNITY N W 114 OF NE 1/4 SEC TION 7, T WN 21 N, RGE 5E, WY SEE SHEET 5 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 NOTE: ALL CB GRATES ARE STANDARD UNLESS OTHERWISE NOTED 'A " DRIVEWAY PROFILE HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=2' NOTE: STORM DI TO BE "CLASS 50" 0 W A G. a EXPIRES 2/18-2v*1 a I W. &**^ CALL BEFORE YOU DIG 1 800-424-5555 GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet n m J RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE ,C-ONTR CONSTRUCTION RECORDS. BDATE TITLE/POSITION: CONFIRMED BY CITY. --DATE PROJECT REF: FAC01-0040 6 &/oz cy THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: iz iQ Z �L: W qi ` Q � W W\ N (j N Q a� o C4 v Q e c cn L (U CD C O7 C Lli 0) C .ry a-j [n C O U %- w CU O CV LC) O Q1 LC) LC) CU L C O Q7 3 LD Cu 0 a) M im u a Ln m CD Tn J0 0 r L L CD In z 03 D ►72 rO DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. 'A " DR VEWA Y PROFILE HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=2' J GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CON T 'S CONSTRUCTION RECORDS. DATE TITLEIPOSITION- CONFIRMED BY CITY: DATE M W-M Leh 58 56 54 52 M1J 48 46 Lwr%Y Aw 45.00 9+68.64 PROJECT REF: FAC01-0040 31'f%t THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY. - DATE APPROVED: ✓'�, Z 7�4 2 W Z dr W 3 4 aD C) tr 4 C) `0 4 Cn L C Q) C .H C W C r-i r-i C C O CJ m 0 CU C) O CU CV O CV LL"") ti Lo Cu C- CD ma C) 3 ry O) LD CVI 0 CD En cu Ln m 0 0 Ln 0 L a� CD L cn z a O3Dl711 618 66 %lrj EIL.FM��� ­MwIrl II'VOW --p-L-LV = --11� HIGH POINT STA = 0+5 PVI STA #6 0+41.03 5 p PVI ELEV = 59.85 A.D. = -2.50 50.00' VC m r 22nd STREET N.E. AUBURN MEADOWSSENIOR COMMUNITY NW 114 OF NE 114 SECTION 7, TWN 21N, LOW; POINT ELEV 0 59.15 LOW POINT STA = 1+93.13 PVI STA- = 1+03.13 PVI ELEV = 59.09 A.D. = 1.00 K = 50.00 50.00' VC, IGH POINT ELEV - 59.28 .,H POINT STA w 2+38.06 PVI STA = 2+38.07 PVI ELEV I -- 59.31 A.D. 1.00 30.00'; VC LOW POINT ELEV = 59.15 LOW POINT STA = 2+83 PVI STA = 2+83 A.D.: = 1.00 K 50.00 50.00, VC RGE 5E, WY li", 0 MAP + P, ------ + 1 0 LO 00 o6 C,4 04 C-4 + 0; ILSO 00 - 04 ONO + Ih 0 Ln LO Ul j. + + LO 04 LO 1 + Im 04 u-) C4 to Ul Cj C14 tO + rn Ln + to C m M. A i I (n PRPPOSED GRADE 0 CENTERLINE I I s I in UJ S� w m m (n w m m w cn EXISTING GRADE @ CENTERLINE 58 ------ - 7fW eA" tv c--,n 316" 55 1 '- - - - - - L- � CONTINUED /---_SHEET 7 ilGH POINT ELEV 59.30 HIGH POINT STA = 3+38 PVI STA 3+38 PVI ELEV 59.36 A.D. = -�-1.00 K = 50.00 50.00'1 VC 004 cD 04 04 + n n LO (n w (n w se � §� �! w w m m POINT STA = 3+92 PVI STA = 3+92 YVI ELEV = 59.09 A.D. = 1.00 K = 50.001 50.00' VC -4- - - - - - 87LF 0" DI S=0.27.: - - - - - - - - - - - - 109LF 10" DI S=0.2% 8m DI WATER ll. tt tn 106LF 67 DI S= 54 FH #3 17-Al FH #4 DOMESTIC METER T TO' WATER VAULT 3" SERVICE LINE STA=3+81.29 5.77LT STA=i:3+78.30 l 1 5.77LT 8"'4" TEE 52 --------- cq 0 50 II 0 NOTE: STORM DI TYPE1 TYPE1 LO 48 ICB13, TYPE1 TYPE1 0 ICB1 1, -.,C81O, i CB9. TYPE1 STA -0+01.27, 38.26LT STA 0+68.60, 38.13LTI STA 1+93.13. ?c). STA 2+83.00, ORT 1 STA 2+83.00, ORT z59,2,+i RIM=58.90 RIM=59.53 59.5(p -5-7.51 RIM=59.15 RIM=59-.+5 5c),-Zl I RIM=59.16 51C 44 IE 8"N57-W 57. + () IE 8-(N)=57.*l IE 10"(N)-56.84 IE 10"(N)=56.ft %.6 IE 1O"(E)=5,&.-44 IE 8"(S)=&7.41 574i NOTE: NOTE. IE 8"(S)=-sRL-4-* 5� c IE 10(S)-56.63 IE 10-(S)=56.41 IE 4r(N)=56.58 40 WSIDOT STANDARD PLAN 46U.N.O. 2--FOR ALL GRATES0El+ U.N DAYM Az" 45.00 % p p lab. 04 1.. ca -0+20 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 'OOK 4+00 4+40 (0 DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. 'B DR I VE WA Y -PR-- OFIj HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=2' 2117 910NAILS'Op EXPIRES 211%&0b.1*j CALL BEFORE YOU DIG 1 800-424-5555 C-L, -- - - 58.86-f L4 IL *+ 2( I. 1 L >1 5+278. )0 00; M. LP I > m < in u- 1-7 0 > tit HIGH POINT ELEV 59.38 HIGH POINT STA = 4+53.14 PVI STA = 4+71 A.D. -3.50 K= 14.29 50.00' VC E 0 - 'Z - I ?ul D FLOW TROL LANDSCAPE! METER STA=4+93.74 5.75LT 2" SERVICE LINE NOE. 24th ST. (1) 8" TEE (FL) (3) 8 GV (FLxMJ) (1) CON THRUST 8K (WABL-1) FIELD VERIFY CB3.! TYPE1 STA 5+12.42 62.12RT RIM=58.316 (4?- IE 12"(E)=55.36 55,J5 IE 12"(S)=55.36 55,85ep C64, TYP2 60-0 TYPE9 STA 4+57.33, 48.30RT ,---YD1. STA 4+97.43, ORT RI;M=59-W IE 12"(NF)=57.02�, ) WRIM=58.65 14 IE 8-(S)=56.79 lEj 12"(N)=56.02! It 12"(SW)=56.62(%) 55 SEE DETAIL SHECT11 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONT R j, S CONSTRUCTION RECORDS. DATE '��,� TITLE/POSITION: CONFIRMED BY CITY.- DATE (+80 5+20 5+28.68 PROJECT REF.- FAC01-0040 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY. - DATE APPROVED: aj z DO -k m.(n C-4 CID j� -4 Az L-C 5� Lu cm 41 cn r_- C) C-) O CL Cu "T -�-4 cu Lh LO Cu r__ ro C) C7) of LO Cu cn cc cc Ln m CD O cn CD LL- E ma CD U) 4- AUBURN MEA DO WS SENIOR COMMUNIT Y TYPICAL DRIVEWAY CROSS SUCTION NOT TO SCALE CB NOTES 1. MAXIMUM LENGTH OF PIPE BETWEEN CATCH BASINS SHALL BE 400'. 2.MAXIMUM GUTTER LINE FLOW LENGTH SHALL BE 300'. 3.TYPE I CATCH BASIN IS USED FOR DEPTHS LESS THAN 5'-0" FROM TOP OF GRATE TO I.E.(PIPE INVERT). 4. PRECAST BASE SECTION SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. KNOCKOUTS SHALL BE ON 4 SIDES WITH A MAXIMUM DIAMETER OF 20" TO PROVIDE FOR A MINIMUM SUMP DEPTH OF 18". 5.REINFORCING BARS SHALL BE CUT OR BENT AS REQUIRED TO CLEAR CUTOUTS. 6.THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION SHALL NOT EXCEEED 1 /2" PER FOOT. 7. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 199) AND ASTM C 890 UNLESS OTHERWISE NOTED. I 31z LL of CONCRETE rrl SIDEWALK 2" CSTC 1' 5' 7.5' " 1 1 /4" MINUS Un cV 11 0 w 1 1 - I •5, GRAVEL BASE 6" 1 1/" MINUS ACP 3" ACP 2" 17' 30' - LOCAL NON-RESIDENTIAL ROADWAY SECTION NOT TO SCALE 25.75' -------------------- ---- _ 3n-------- 13.75' BOISWALE CROSS ,SECTION NOT TO SCALE '© DBM CONSULTING ENGINEERS, 2002 1 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. X Q 00 cV 2Z L d- 4 eQ 4 A e 4 2 • •a 4 .4 . a . 24„ CVv 48" If NW 1/4 OF NE1/4 .SECT/ON7 TWN 21 N, RGE 5E, } RING AND COVER NOTES: 1. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH AASHTO M199 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. STEPS IN MANHOLE SHALL HAVE 6" MIN. CLEARANCE. SEE DWG. NO. 2-011, "MANHOLE DETAILS." HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WITH A MIN. OF ONE HAND - PRECAST CONE HOLD BETWEEN THE LAST STEP AND THE TOP OF THE MANHOLE. (ECCENTRIC UNLESS OTHERWISE SPECIFIED). 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. ALL PRECAST CONCRETE SHALL BE CLASS 4000. NON -REINFORCED CONCRETE IN CHANNEL AND SHELF SHALL BE CLASS 3000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2" MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE ENGINEER. 5. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER PRECAST RISER SECTIONS DIAM. PLUS MANHOLE WALL THICKNESS. MAX. HOLE SIZE SHALL BE 36" FOR 48" MANHOLE, 42" FOR 54" MANHOLE, 48" FOR 60" M.H. MIN. DISTANCE BETWEEN HOLES SHALL BE 8". 6. MANHOLE RINGS AND COVERS SHALL BE IN ACCORDANCE WITH SEC. 7.05 AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621 D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY SLOPE LADDER COVER POSITION. 1 /2"/FT. (NP•) 4< CONSTRUCT IN FIELD 7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD CHANNEL AND STRENGTH OF 60,000 PSI AND BE PLACED IN THE UPPER HALF SHELF TO THE CROWN OF THE BASE WITH 1" MIN. CLEARANCE. ° •.� OF THE PIPE •°' '• 8. FOR HEIGHTS OF 12' OR LESS, MIN. SOIL BEARING VALUE 'ap • • ,,• .. -� •• SHALL EQUAL 3,300 POUNDS PER SQUARE FOOT. FOR HEIGHTS °, A. • .. OVER 12', MIN. SOIL BEARING VALUE SHALL EQUAL 3,800 4. • POUNDS PER SQUARE FOOT. d. ® Q . d• At e •• 9. FOR DETAILS SHOWING GRADE RING, LADDER, STEPS, HANDHOLDS, ,, . !,' 4 �:..v AND TOP SLABS, SEE DWG. NO. 2-01 1, "MANHOLE DETAILS." L6- REINFORCING STEEL (FOR SEPARATE BASES ONLY) 10. SEE THE WSDOT/APWA STANDARD SPECIFICATIONS SEC. 0.23 SO. IN./FT. IN EACH DIRECTION FOR 48" DIAM. 7-05.3 FOR JOINT REQUIREMENTS. MANHOLE DIMENSION TABLE MINIMUM BASE REINF. DIA WALL BASE MAXIMUM DISTANCE STEEL, SO IN/FT THICKNESS THICKNESS KNOCKOUT BETWEEN EACH DIRECTION SIZE KNOCKOUTS SEPARATE BASE 48" 4" 6" 36' 8" 0.23 SS'MH WISEPARATE BASE N.T.S. GRASS SEED MIXES FOR DETENTION FACILITIES MOISTURE B Y WT. SPECIES COMMON NAME MOIST FESTUCA ARUNDINACEA MEADOW FESCUE 70 AGROSTIS TENUIS COLONIAL BENTGRASS 15 ALOPECURUS PRATENSIS MEADOW FOXTAIL 10 TRIFOLUIMHYBRIDUM WHITE CLOVER 5 APPLICATION RATES. HYDROSEED @ 60 LBS/ACRE, HANDSEED @ 2LBS/1000 SQUARE FEET BIOFIL TRA TION GRASS SEED ,SPECIES COMMON NAME SPACING ALOPECURUS AEQUALIS SHORTA WN FOXTAIL SEED APPLICATIONRATE.• 80LBS ACRE E=55.10 IE=55.90 IE=54.66 IE=54.05 S=1 % ... BIOALIs' Bl ! lI BOISWALE DETAIL SCALE 1 "=20' MM c;r�ut �KtHr< rvm I CROSS SUCTION 1 /2"* o J000000�� 1 /4„ i Weol-�ot,\ oo^\w(, C �* NOMINAL DIMENSION RAMP TEXTURE DETAIL LONG AXIS OF DIAMOND PATTERN PARALLEL TO SLOPE OF RAMP. EL=58.69' TOP SURFACE BOTTOM OF LID ELE=59.64' MAX WS EL=58.19' �,r•..l.ih xj^tp:a-e•°.r;i•t�... ro i3,t• 4•�.4.�;?,E� I 4 . ..t •1. I I Q 2 =0.00 CFS Q10 =0.2456 CFS Q25 =0.6262 CFS f Q100=0.9513 CFS RAMP TEXTURE (TYPICAL) SEE DETAIL \- CEMENT CONCRETE SIDEWALK CEMENT CONCRETE BARRIER NOTES: CURB AND GUTTER (SIDEWALK MAY CONTINUE 1) DRIVEWAY WIDTH = 24' MINIMUM. AROUND RADIUS) 2) DRIVEWAY PAVING = 2" MINIMUM COMPACTED DEPTH CL. "B" ACP OVER 3" MINIMUM DEPTH CL. "E" ACP OVER 6" 1 1 /4"MINUS CRUSHED SURFACING TOP COURSE OR 6" MINIMUM CEMENT CONCRETE. PAVING SHALL BE THE SAME AS STREET UP TO RIGHT-OF-WAY LINE. 3) ENGINEERED PAVEMENT DESIGN REQUIRED FOR ARTERIAL ROADS. 4) STORM DRAINAGE FROM DRIVEWAY SHALL NOT BE PERMITTED TO DRAIN ONTO ROADWAY SURFACE, UNLESS ACCOUNTED FOR IN DESIGN. 5) DRIVEWAY SHALL NORMALLY BE AT 90 DEGREES TO ROAD CENTERLINE, BUT CAN VARY FROM 75 DEGREES TO 90 DEGREES. 6) RECOMMENDED MAXIMUM GRADES +/- 15% BEYOND GRADE BREAK POINT. 7) STREET PAVING = 2" MINIMUM COMPACTED DEPTH CL. "B" ACP OVER 4" MINIMUM DEPTH CL. "E" ACP OVER 6" 1 1 /4"MINUS CRUSHED SURFACING TOP COURSE OR MATCH EXISTING PAVING. WHEEL CHAIR RAMP NTS CITY OF A UBURN ROAD/STORM DETAILS RIGHT OF WAY PIPE TRENCH EPT-2 TELECOMMUNICATION CORRIDOR EPT-3 RESIDENTIAL STREET SECTION TXS-2 COMMERCIAL DRIVEWAY DETAIL STDW-1 C (2 DRIVEWAYS ON 24th) CURB & GUTTER REINFORCING DETAIL TCG-1 PIPE SUPPORTS 3"xO.090 GAGE BOLTED OR IMBEDDED 2" I N WALL @ MAX. 3'-0" SPACING (MIN. ONE SUPPORT) I 12" DIA 12" OUTLET TO OUTLET i TO SWALE Y '. C B SWALE Q.=1.01 CFS SWALE Q2=0.6379 CFS INLET IE=57.0o, •w IE=56.02 12" PVC 0.0% BEVEL TO MATCH 2' MIN. '• GRADE 12" DIA -.,o .--. I 12" DIA RISER -: y RISER RESTRICTOR PLATE 2' MIN. WITH ORIFICE " •;;• DIA. = 8" k•. CAD ELEVATION 54.02' '• EL=52.02 '` RESTRICTOR PLATE '"' WITH ORIFICE DIA. = 5-9/16" CAD ELEVATION 54.02' SIDE VIEW FLOW CONTROL MANHOLE60" NOT TO SCALE EXPIRES 2/1S/ JL 12" WIDE PLAN VIEW FLOW CONTROL MANHOLE SCALE 1 =2 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRA 'S ONSTRUCTION RECORDS. BY DATEcow- It TITLE/POSITION: P CONFIRMED BY CITY: DATE PROJECT REF: FACOI -0040-3/ufoz `y THESE PUNS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: 3 m is Q1 m J N (6 o� ao vQ Q ci LL I il; I II uII iT I N I C) II 11 I � 0 IIM u z t f�l n 0 r ® DBM CONSULTING ENGINEERS, 2002 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. A UB URN MEA DO WS SENIOR COMMUNITY NW 1/4 OF NE 1/4 SECT/ON 7, TWN 21 N, RGE 5E, WM m X _-I z c) 0 0 0 m NEW UNDERGROUND POWER SOURCE FROM CALL BEFORE YOU DIG POWER POLE ON SOUTH SIDE OF DRIVEWAY, 1 800- 424- 5555 APPROXIMATELY 139 FEET WEST OF WESTERN , PROPERTY LINE. I -1 I ' I I I I C9 I } � I Z Z I N9 I w m I EXTEND CONDUIT TO 4 ! L—SO-- sI mi mFc WEST PROPERTY LINE I I. II_IIIL'!® __ ":�i I�S. �®®P� f .a ' �a5.*:t... s"�.'!'�ii�fpfJ. �®_ ` _■-�I-I��� ���r ir�l � 1. ALL STREET LIGHTS SHALL BE PER CITY OF AUBURN STANDARD PLAN TRSL #1, TRSL # 2, AND TRSL # 5. 2. ALL CONDUIT SHALL BE 2" 0 PVC, EXCEPT STREET CROSSINGS SHALL BE GALVANIZED STEEL, WITH 2- #8 AWG AND 1- #6 AWG BARE GROUND (PER CITY OF AUBURN STANDARD DETAIL TRSL #4 AND TRSL #5). 3. POWER SOURCE FOR STREET LIGHTS SHALL BE PROVIDED BY PUGET SOUND ENERGY AND TAKEN FROM THE NEW UNDERGROUND POWER SUPPLY SYSTEM FOR THE SITE. OFFSITE LUMINARE SCHEDULE LIGHT # LAMP WATTAGE LUMINARE MOUNTING HEIGHT LIGHT PATTERN DAVIT ARM LENGTH 1 100 W 30 FEET M-C-III 8 FEET 2 100 W 30 FEET M-C-III 8 FEET 3 100 W 30 FEET M-C-III 8 FEET 4 100 W 30 FEET M-C-III 8 FEET CITY OF A UBURN LUMINARE DETAILS STREET LIGHT SPACINGTRSL- 1 LUMINARE POLETRSL-2 ILLUMINATION SYSTEM SERVICE DETAILTRSL-3 UNIFORM LUMINARE WIRING DETAILTRSL-4 LUMINARE ELECTRICAL TRENCH DETAIL I TRSL-5 C7ttPi#;ES 211 Ot same I Z ll. I am% RECORD DRAWING CERTIFICATION THESE D INGS CONFORM TO THE CON 0 'S CONSTRUCTION RECORDS. B DATgwwmdwjAow TITLE/POSITION:R%m;4w7 CONFIRMED BY CITY: DATE GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet PROJECT REF: FACO i —0040 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: ID-y r DATE APPROVED: 3%UA0 z ti ZZSW �4C C4v��4oN L [ll Cll C -ti C LLI [T C Ln C O U m O 0j O O Cll cc O CD Lo Cu L R7 C 0 3 of Lo CvI 0 En m U Q Lo m 0 0 cn cu LL .o 0 E D MD i L L (U Cn z W z W W I— C / n z CV CV -l"MAOU"Or- [ ft Ljm LA-IjP%P!'E t�l„�H'flti-IG� pl.�N O' ,o' 20• oo' 8r�' 4'r2' Wmocp.tct 7 rest 7"A emwuY XxAP t p e><aaip 4 raw' I%ex Pe• raai`owt-CF 6 sm • is oµ+rt 7te9—rVt'i C� G Ftt-W( "i° Pi" F-.-jL qlz, } p C- r-1:-xx 710-t'9 1•tiq rpm. QxMLa ID 4W TFEba eF+GHr4- ttppi rF`7'v++m oF.IS. 'Z hill.:( vorsmc Prrelc s. i fuflsFi s�aze arecrse4m sueeRKE ` eta ac D 1V q0"e re minT. DECIDUOUS TREE PLANTING DETAIL N15 4 t1t+IDiG� -r F�owc IAraEK 1 <--LtS �N� 711vt L-I- I Sion - Im t+Oar Ys PAMap FI33G • heir l7VJ�i ►JF[:(�) • 2• F RtiFi t/g5fL 1-F445+'I C•+R+mt76 f'"JI!, EY rApta As tltlO�P iitAJ 1YLL -IscrFdiNB rc1.Jl�sRA1:6 CONIFER TREE PLANTING DETAIL fgti PLANT MATERIAL LEGEND Airs* rmrr: four:". Nome Reteaied Name six A" Aristocrat Flowering Pear P)vau swQery— 'Aristocrat" is caUB&B AP Austrian Pine Pfau mitre 6' hgtm&B CF'P Capital Flowering Pear P)•ran tageu—-Cgird' IS eaLJBdc6 CP Chanticleer Pear Pyres a ltn7one -CA—dick-- Is ratlB&B EGA Emerald Green Arbon doe rk is ocridex"Uis Emerdd Green- 5- hZUEL&B 116 European Herubtam earpints letoLts 13" caU6&B HC iti..kecypress team eryparia.Ftrsa%fieahe S-bgtJB&B IIWJ Hollywood Juniper Jaxorromchfean&-reralose- 4•bgUB&B J76111 JacgnemW7Birch derides Jrqusmaari- 151elJB&B JMR Japanese Red Maple AeerpmJmetrm Ebedaeed" r hgUB&B.Specimen KFC Kvr n Flowering Cherry rrswmsarafaw'luwo;ao- IS—Ir"B &%I star Ittagawa JEegoom straws 4- bgtJB&B RSRAI Saaset Red Afaplt AcerrrMres'Ledseaset" 1.5' ealie&B 7� 7dk..a J:elkeve ate I ratj MCI; N Gadas• 7huju pl:cola' Fast igiOto ./ 5' hyv./g�D AB Glossy Abel& Abeliasarealfons la'IgUcwa ALO A-1—Johanna same t2^:t2%tout. Splendor 1 V11 -%—L/Z too IY i.. Q PER Rouble File Viburnum ViMratmP16—pficmmfm Ica"heucoul DVD David Viburnum Fiiurntm deridmi 12^:12^/coat. ENK Faktonlhus mar -.a.s cempeoalaLms 36- hgUconL FFT Forest Flame rieris Plisrbjlw*aeda'Ferro E lame' 24- hgtJconL iL Mountain Laurel Kelm: Lm; fora 13- bgtJcenL AN Naudisa Nea/iaedemalica 24"hgtfconL LLS. N ���� weedii IgleonL PI, Portagoese Laud Protons lusir..:.w 24- hgUconL RIf66 Rhode -"Bow Bells^ same IS-la'B&B RIIPJM M Rhode. PJ' same IS-Ig-/cunt. RHUN Rhodo."Unique" same 21-24"/B&B ROD iced Osier Dogwood Corous swlaoijero 1 a" hgUcont. SASS Sartoceces sarrow w" ruscifeme ig^ hgtJcooL sBV Spring Bouquet Vmibutna{ss F76arnam tiaas Soiag deutoet" 18" hgUconL ' SLP Spire Little Princess spirts japeafca 'bale Princess- I a" hgUcouL VAP Variegated Pieris Pierisjopeein'Varieada' 24"bgUcooL MP MLsgo Pine Pint4� mecJort+iu�rtt 24..Y./raga net st�ltre�- symboWL"uad ce AC Annual Color Per Owner Assame4"potsce J"ve AUR Aubretia Aabretia rabro i galJcont at 36" CFY Candyluft fberis semperr*res 1 gaUconL at 36^ oc PLC Drooping L encolhoe Leacwhoejentaneshme I gallcont. at 36^ oc PLY A Day Lilly lfemerocsris Anzac' i gaUcont. at 24- oc PLY B Day Lilly flemerod-AMS Steam de Orr: 1 gaUcout. at 24" oc PLY Day Lilly ffemerocuM'Ice Caraind- IgalJconL2124-oe Y GSN —_-.. _ _ _. GulWrram Natmdina. Nandia s deascuka-Gdfstrcam- 1 gadlcont. at 2' oc Ifi-P Aledilernuen Heather Erin cornea -Purple I galJconL at 36-' oit I IT-W Mediterranean Heather Erica tarn:-Il i8e 1 gatJrnnt. at 36' oc - IIYP Iiypericum ffypericumcalyrinnm IgaLlcont.at36-oc • UR LiriopalilyTurf Lhiopemascari I gallcont. at 24" oc UTII Lilhosporum Lithadera diffuse I gaLfront. at 36- or Lawn Sod from Country Green Trinity Supreme 1 800 3001763 � 1 Ilydro Seed from Briar Group. Inc. Low Grow Erosion Control Min or approsed equal: 45 % Enka TurtType Pereualal Ryegrass 45% Ensliva Creeping Red Fescue ' 10% White Dutch or New 7taland Clater Seediag Rate. SO IbJscre Mi0ter: 10.20.20 l20 iblatre _ _ _ FENCE. TO BE CONSTRUCTED PRIOR TO INSTALLATION OF PLANT MATFRr- S TO BE 6' HEIGHT UNLESS OTHERWISE NOTED. FALCON GENERAL CONSTRUCTION NOTES 1. Clean subgrade by removing all undesirable vegetation Including grasses, weeds, blackberries, scotch broom and poplar seedlings Including roots. Leave subgrade in landscape areas minimum 6" below paving. Remove all debris from site. L Provide minimum 6" depth 60-40 mix from Puget Sound Topsoil NO EXCEPTIONS (253) 933-0374 in all shrub beds- Scarify subgrade by rolotilling and add topsoil on surface, mix topsoil and subgrade thoroughly. Add additional topsoil as needed to contour shrub beds including required berms. 3. Provide minimum 4" depth 60-40 mix from Puget Sound Topsoil NO EXCEPTIONS (253)1133-0374 In all lawn beds. Scarify subgrade by rototilltng and add topsoil on snrram mix topsoil and subgrade thoroughly. Add additional topsoil as needed to contour and level lawns .4. Provide minimum 2" depth fine blend bens -fir mulch to all plandug beds. Mulch from Pacific Topsoils, Kent .Vashinglon. Fill ail planting beds and lawn areas to within 1" of top of all curbs and walks. Slope all plauling beds and lawn areas to drain. 5- Provide one (1) year warranty for all plant materials and workmanship. 6. Locale, protect and avoid disruption of all above and below grade utilities sad site features prior to construction. Contractor Is responsible for any resulting damages during construction. Call locate before you dig a/ 1900 424-5555. 7. AB work performed shall conform with runifYBitandpowi City of Auburn landscape and irrigation requirements, codes and specifications. It. Verify all quantities shown on the plant list and plans. If discrepancies exist between the graphic representation and the numeric totals, the graphic representation shall rate. 9. All plant mnalerials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted. Fertilize plantings with-Osmacote^ plant granules. Install by placing at grade level after planted. Amounts to be•. 2 cups per tree larger than 3"c21.,1 cup per 2 %" - i" cal tree, Y. cup per 5 gal, Ye. cup per 2 & 1 gal, i/a cup per 6" & 4" pots- Osmacaote to be placed at the base of plant after the mulch has been laid. 10. lawn -Sod from Country Green Trinity Supreme 1900 300 1763. Provide soil preparation per note 03. 11. Insure proper drainage of a0 planting holes prior to installing plant materials 1f planting holes do not drain or if heavy clay soils are evident contact landscape architect. 12. Coordinate drainagq Irrigation and Bgbling with planting plan. 13. Locate, protect, and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor is responsible for any resulting damage during construction. - I B FlNt�l Gt�apS r`• 111.'`s'MULI.H LA7-_9 Am-=x •fit.a"WIT -rpp4ieH Cat✓ lPcMov3 C'�-+� 1 3, k LL S,-4-rj 4G11- � ' MtX.. (M1x Tr 'c I -- ZZx`Mt ISHRUB PLANTING DETAIL ti ' tC torso 17.j PLA.tJ 19141SH &RAC,s, prieft -fo F Fgar-0.. MUIrt1. • ;' 'm t:= _; V MULaj (1YrS PER �IN1=� GPl`L76 (Mlx FEZ 4-PSOSI-) FYK�j11.i6 mutt 3.2e-0y 'GROUNDCOVER PLANTING DETAIL Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE URBAN PLANNING ENVIRONMENTAL PLANNING 6625 South 190th Strcet Suite 11108 Kcnt•Wmlungton 98032 phonc: (425) 251-0455 fix: (425)251-0476 c-tnail : Ibethunelu mindspring.com ��. L� STATE OF WASHINGTON REGL9TMD HTTECT u a BeTx())is C6R IMATE NO. 462 REVISIONS 1 VOr ALBLRN PLBLCNVRRSLMER (lt-non rk/114,1 Lis, rre.nsM p.. siasi•c ltr•r. IIM► SsM NarMn -IJsp 2Ze 01 3 OL a Itele WAr}?Ja4'`� AUBURN MEADOWS SENIOR CENTER Auburn, Washington LANDSCAPE PLANTING PLAN, PLANT MATERIAL LEGi:ND, CONSTRUCTION NOTES,& PLANTING DETAILS win W-W-01 SHEET JOB 110. touas 001'1OGBT am mum UL tea L IM of D 17ZI