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HomeMy WebLinkAbout00D1567NOT TO SCALE GENERAL PLAN NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENT7FICA 77ON, LOCH T70N MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR U7LITIES 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). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENTS USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM LEGEND AC=ASPHALTIC CONCRETE SURFACE BRW=BOTTOM OF RETAINING WALL BR=BOTTOM OF ROCKERY =BUILDING LINE ❑ =CATCH BASIN EXISTING =CATCH BASIN PROPOSED — - — =CENTERLINE OF =CLEARING LIMITS CB=CATCH BASIN CC=CONCRETE CURB CD=CONCRETE DRIVE CG=CONCRETE GUTTER CLA=CENTERLINE OF ASPHALT CL=CENTERLINE CMP=CORRUGATED METAL PIPE CONC=CONCRETE CHNL=CHANNEL CP=CONCRETE PIPE CS=CONCRETE SLAB CTR=CENTER CW=CONCRETE WALK =-=CULVERT (PROPOSED) D1=DUCTILE IRON DMH=DRAIN MANHOLE EA=EDGE OF ASPHALT EOP=EDGE OF PROPERTY EC=ELECTRICAL CONDUIT EH=ELECTRICAL HANDHOLE EM=ELECTRICAL METER ET=ELECTRICAL TRANSFORMER EV=ELECTRICAL VAULT Q =EXISTING SANITARY MANHOLE =EXISTING SURVEY MONUMENT ECC=EXTRUDED CONCRETE CURB -- =FENCE LINE -$—�-� =FILTER FABRIC FENCE FC=FILL CAP FF=FINISH FLOOR FB=FINISH BASEMENT fik =FIRE HYDRANT PROPOSED =FIRE HYDRANT EXISTING G=GAS MAIN O=GAS VALVE (-GUY ANCHOR —=INTERCEPTOR SWALE IE=INVERT ELEVATION 0 =JB JUNCTION BOX) ----=PROPPERTY LINE LS=LANDSCAPE (M)=MEASURED DATA 0 =ORNAMENTAL TREE P=POWER WIRE PT=POINT PVC=POLY VINYL CHLORIDE PWC=CONCRETE WALK • =PROPOSED SS CLEANOUT (R)=RECORD DATA RIM=TOP ELEVATION OF STRUCTURE ROW=RIGHT-OF-WAY =RIP RAP PAD 8 =ROCK CHECK DAM C� =ROCKERY e =ROOF DRAIN CLEANOUT SS=SANITARY SEWER SSCO=SANITAY SEWER CLEANOUT SSMH=SANITARY SEWER MANHOLE MW=WATER METER O =SET IRON PIN WITH ID CAP �•� =SET TACK IN LEAD ` AS NOTED Q =SET TACK IN LEAD ` IN BRASS I.D. DISC p\=SET RR SPIKE WITH PUNCH MARK += SURVEY MONUMNET (FOUND) SD=STORM DRAIN SS=SANITARY SEWER CD —=STREET LIGHT TA=TOP OF ASPHALT TC=TELEPHONE CONDUIT TS=TOP OF SWALE T=TELEPHONE WIRE TRW=TOP OF RETAINING WALL TR=TOP OF ROCKERY Qf— =TRAFFIC FLOW =TRAFFIC LIGHT 00 =UTILITY ACCESS MANHOLE • =UTILITY POLE W=WATER MAIN ®=WATER VALVE O=YARD LIGHT VP=VENT PIPE CONSULTANTS DAYCARE MANAGER: DENNIS AND MOREEN SCHELL 523 7TH ST. S.E. AUBURN, WA 98002 (253) 735-8399 St TF OWNER. HOWARD BROWN 28635 S. HOWARD DRIVE SUNLAKES, AZ 85248 (480) 895- 7029 ENGINEER. MARK J. RIGOS DBM CONSULTING ENGINEERS 502 16TH ST. N.E., SUITE 312 AUBURN, WA 98002 (253) 887- 0924 GEOTECHNICAL ENGINEER: KYLE R. CAMPBELL, P.E. EARTH CONSULTANTS 1805 136TH PLACE N.E., SUITE 201 BELLEVUE, WA 98005 (425) 643-3780 'T " STREET DA YCAR COVER SHEET PORTION OF LOT 13 AND 14, BLOCK 1 OF WALNUT LAWN ADDITION TO AUBURN IN NW 114 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. CLIENT/CONTRACTOR: NIELS PROVSTGAARD NJP COMPAN Y P.O. BOX 255 MIL TON, WA 98354 (253) 606-6943 TRANSPORTA TION ENGINEER: TIMOTHY G. MILLER, P.E. TRANSPORTATION CONSUL TING NORTHWEST 1607 E. MAIN ST. AUBURN, WA 98002 (253) 931-0506 ARCHI TECT.- DA WD M. COMBS P.O. BOX 262 OL YMPIA, WA 98507 (360) 786- 0130 UNAUTHORIZED CHANGES AND USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR NOR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. IN THE EVENT THAT INCONSISTENCIES ARISE IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL STOP WORK IMMEDIATELY. THE CONTRACTOR SHALL NOT PROCEED FURTHER UNTIL RECEIVING WRITTEN VERIFICATION AND APPROVAL TO MAKE CHANGES TO THE PLANS BY THE ENGINEER WHO PREPARED THESE PLANS. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS INCLUDES SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS THE CONSTRUC7ON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. ENGINEER'S NOTE TO CONTRACTOR: INFORMATION CONCERNING THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF THOSE UTILITIES, SHOWN OR NOT SHOWN ON THE PLANS. CALL BEFORE YOU DIG 1 800-424-5555 Q a.� y ^�40 SCALE 1'=20' TABLE OF CONTENTS SHEET C-1 COVER SHEET SHEET C-2 GRADING AND STORM DRAINAGE PLAN SHEET C-3 PAVING AND "F" STREET IMPROVEMENT PLAN SHEET C-4 TOPOGRAPHIC SURVEY SITE PLAN r PROJECT SPECIFIC INFORMATION St TE ADDRESS: 924 F STREET SE AUBURN, WA PURPOSE OF PROJECT CONVERSION/RETROFIT OF SINGLE FAMILY HOME INTO A LOCAL DAYCARE SENSITIVE AREAS.• WETLANDS: NONE STREAM & FLOOD HAZARD AREAS. NONE EROSION HAZARD AREAS: NONE LANDSLIDE HAZARD AREAS: NONE SEISMIC HAZARD AREAS. • KNOWN CLASS 1 SEISMIC HAZARD COAL MINE HAZARD AREAS: NONE STEEP SLOPES. NONE WELL: NONE OTHER: KNOWN VOLCANIC HAZARD AND AQUIFER DISCHARGE AREAS PARKING STALLS REQUIRED: PROVIDED: FOR DAYCARE- (ONE FOR EACH EMPLOYEE) = 3 2 GARAGE STALLS (9.5' WIDE x 21' DEEP): BACK-UP SPACE= 36' REQUIRED GARAGE STALL DIMENSIONS (8.5' x19) 1 NORMAL ANGLE STALL: (FOR LOADING/UNLOADING ) BACK-UP SPACE= 20' 1 COMPACT ANGLE STALL: BACK-UP SPACE= 18' 1 HANDICAPPED/ WITH UNLOADING AREA (19 x16): BACK-UP SPACE= 18' ZONING: C-3 ADJACENT ZONING. NORTH OF SITE R-2 SOUTH OF SITE C-3 WEST OF SITE C-3 EAST OF SITE R-2 MAXIMUM HEIGHT PERMITTED: 45' SEPA NOT REQUIRED TAX PARCEL#• 915010- 0070 (L 0 TS 13 AND 14) HIGH GROUNDWATER TABLE. • AT LEAST 8' BELOW EXISTING GRADE CONSTRUCTION SEQUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN. 2. HOLD PRE -CONSTRUCTION CONFERENCE, CALL CITY OF AUBURN. 3. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ANY EROSION CONTROL MEASURES AS NECESSARY. 4. UPGRADE SANITARY SEWER SYSTEM. 5. INSTALL STORM SYSTEM. 6. INSTALL ALL OTHER UTILITIES AND ROADWAY IMPROVEMENTS. 7. PA VE SITE. 8. CALL CITY OF AUBURN FOR SITE INSPECTION. 9. TIME LIMIT WITHIN CITY R. 0. W. SHALL BE LIMITED TO 15 WORKING DAYS. / LOTS 13 AND 14 ARE 2 SEPARATE LOTS. THESE 2 LOTS ARE ALSO A SHARED TAX PARCEL. PROJECT REF: BLD D337-99 These plans are approved for conformance with the City of Auburn's Engineering Division requiremen�tss. o.... Approved By:049i4� Date Approved: © DBM CONSULTING ENGINEERS,1999 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, DUPLICA OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCE AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. Record Drawing Certification These drawings conform to the Con ' construction records. By:AA Date: JA Title/position ��4W Ag&, MA4 AG02 lConfirmed by City: Date: °p 0D Z Q m � rn m � C rI- N CD CD Q I�''I.. U Q vl IY d� OC o� V) = U� = 4 Q Z o o f Q(30q OOD IS4�7 x D � z (V 6" 6" MAXIMUM WATER DEPTH 8"0 CAP MINIMUM WITH RUBBER GASKET 8"x8"x8" MINIMUM PVC TEE RUBBER GASKET JOINTS (REMOVABLE) ALLOWABLE DISCHARGE Q=0.24cfs IE=89.75 --i PVC MANHOLE ADAPTER WATER TIGHT CONNECTION T S TREE T DA YCA RE RIM ELEVATION=94.25 GRADING AND STORM DRAINAGE PLAN ROUND SOLID COVER MARKED PORTION OF LOT 13 AND 14, BLOCK 1 OF "DRAIN" OR CB CASTING WHEN WALNUT LAWN ADDITION TO AUBURN IN STRUCTURE USED FOR SURFACE NW 114 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. RUNOFF ADJUSTMENT BRICK (4" MINIMUM, 16" MAXIMUM) STANDARD GALV. STEEL LADDER/STEPS 12" O.C. OFFSET TOP SLAB_. _._ .__w. _ _ _ _,,._. .-815-__ W_ GM C8 ISM (93,09) E RISER 8"0 MINIMUM SIZE sP S� JS�f�y�p�� � WITH RUBBER GASKET JOINTS. j E., IE=(91.09) _.___, S P ,. PIPED SIZE=15" s --- --- _ PROTECT EXISTING CBS PER- J C O A STD DETAIL DEV-8 CALL BEFORE YOU DIG 1 800-424-5555 0 5 10 0 SCALE 1 "=10' . CB RIM=(9121) SD I E= NECT TO 4"x 2" TEE FOR ul I W. I E ,: (89 36; _ D EX G 8" SS IE FIRE SPRINKLER SYSTEM I I 2"CONk�' t (SEE SPRINKLER PLAN) ! II 89 26) �- IE=89.75 STABILZATION METHOD: HYDROSEEDING & MULCHING PER THE FOLLOWING: [X�Si1NG � xfj�.4 A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 I CONTRACTOR SHALL_ 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). AS NECESSARY �NG 16' RELOCATE EAISTING. s �, NEW ASPHALT B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH 3/4" WATER METER IF '�-- P €, CB TYPE 1 RAMP % E�� A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING NECE�SARY METAL FRAME WITH GRATE tf F�I��Ii�1 �3" M � SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" "' - SH SLOPE. > .._._ _.____-._-___-_-__,___.,__ __... _.. _...____. _..n _. _,,.__.,.. ..____._ _ __..__, Ss -_.. _... _ ..�- _, 11�Afit=� S P` ATOF _._.,_.,.__,__ V A .. _ _ (16, 4Ni _ f �� q p .._ __ _ �_. w_._. B. t I 0 4., 4 i B ELEV.-86.75 C. FERTILIZATION - AS PER SUPPLIERS RECOMMENDATIONS. DEVELOPMENTS ADJACENT SSC T WC(B)-2 ��j,� 18 t 3 WEST OF EXTRUDE CU CROSSOVER _ ,,,��-•- I � t - RIM=93.50 TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHOROUS FERTILZER. � - - a - - -" " _` '`; "' � '� ._. _.___ ; TE =go OO 9 RUBBER GASKET i1 "KA EXTRUDED CURB -x 93.90 N 89'2 '59" _ 82.85' R ORIFICE 0=2.2" 93 9 , - D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEEDBED AT A RATE o_.._ ---- • --- - - TW TA x 93.8 x 93.7 O TA fi 93.6>» `., 93.80 OF 120 LBS/ACRE: __,___._.___._ .-_w_a., x � ,MH 909-.0t_.,- PTA ,NOTE: TA TA Q i x 93.75�` ANDSC PE C� ° � :- I R;M= (93.53) 0. 5' PROPORTIONS PERCENT PERCENT ANGLE PARKING SHALL t O \V 1,'�R CHHL-186 �1) CU B SINGLE ORIFICE CONTROL STRUCTURE NAME BY WEIGHT PURITY GERMINATION ONLY BE INGRESS FRZ?M 8 p 1 p PER C.O.A. NEW EAST TO WEST. ALL ANGL O� �Z } STD. DETAI��., 5' PARKING SHALL BACK 9 n � CO`r �� ��,�°� � EX DE E STSW-1 'C SIDE NOT TO SCALE 1 Z Q 4= REDTOP (AGROSTIS ALBA) 10% 92 90 UP AND TRAVEL WESTBOUND } v 9 •6 65 I J �'� I � WALK NOTES � 25LF 15 � � �� ( ) 98 90 THROUGH ALLEY. I �� U 9. h�'1 x , Q.zpty PVC SDR21 1%'. Q�.,� ANNUAL RYE LOLIUM MULTIFLORUM 40%=' 9410 x 8� 6 • '' 4 1 ' V i j r, I a1 I s I ¢EXISTING FH s 140 NE OF I T�NE PROPERTY L�NE HUP ; 4 93.86 fl I ';I _O I iwv 93,57 N *252 sE�-aLd CONTRAHALL IA SAW CUALT AS NEC .00 �' I + o 60' { - d .. 1 P- I cna r R.O.W. {I { RIM-94.60 N�1 CO*T TO ROOF DRAINS 1 ' MAINTENANCE -SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY I I WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE "" IE=89.00 E I FI 188C m. _�._..- { (SEE DETAIL) SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. SS co � t� r INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. ! 3 ; GA r' pd x 5 so I. 21 41`i u p 3�' I �L4-10�, 8" PERFORATED P.V.C.2x "°4•= sI9�.I Q 4OBSERVATION WELLTW W` 9 (a► STRIPE NEW (W/ METAL LOCK & CAP) :€ 04 r� ' I T . _,_. �_ _ _ �..- a �_.. _,94 3. x 2% i CS :, -�-- I DASHED YELLOW, i to #, CENTERLINE ERL, 8" PERFORATED PIPE 6" MIN. 'd p1N�'�� Wj7 I I__ _; x 3.$0 W rn l It, s 94 x i EXISTING CENT °RLINE (RrO. t b S CURRENTLY �OCpTED ,. GRAVEL COMPACTED BACKFILL 3 _ I x 93 fi X PROPOSED I 2zz r tt12" FABRIC I N I REFURBISHED A ; ` ' 5% 1 HOSE BIB ! CONST�� W 24' ' i - I OVERLAP r`, BUILDING WITH A MOSPHERIC „, I DRIVEW; )r- y I A ( gg 2,� " 3/4"-1 1/2" WASHED 'col - ��Pv h. VA BREAKER) 4 (STD. rIE,L TDW-1 °4ND STD,-3) 8 PERFORATED PIPE GRAVEL $C :. o' FF=96.72 I I. GEOTEXTILE FILTER CREAM z VERIFY MATER AL OFYCISTING SIDE + a �10' I ' SEWER. IF 0 ER THAN PVC, LOT LOT ; �I { FABRIC ALL AROUND '` I INFILTRATION TRENCH 14 13 A) MIRAFI 140 N » REPLACE SIDE SEWER WITH PVC , 12 MIN. 36.5 LONG .? I SDR-35 ASTM�3034. ESTABLISH r CL 0 B) SUPAC 4 NP SEE DETAIL) I-m SIDE SEWER F R HOME AND FOR I 94.25 i SEE NOTE #1 36.5' (MIN.) C) OR APPROVED EQUAL I ( ) � '�`� Q � I NAIL SHOP. ♦� ' 2%` I } SECTION B-B �Q�` U TA E3 -„2� ROOF DRAIN -ice ( r: X€S;€ vG HOSE-' : w TA I �`C ��� 9+p� x x 93.9 Ee� B NOT TO SCALE { 93y�-.�!•5% x QP� x W} /5 a C SSCO z , OVERFLOW ( 93, 5 , s I HOUSE SPLASHBLOCK SINGLE ORIFICE DC �aC;O „r I A SHOP Z W CONTROL STRUCTURE CB TYPE 1 I EF"_-95.55 W/SOLID LID, ! _ (SEE DETAIL) ° a ' g i FILTER FABRIC METAL FRAME AND GRATE CB TYPE 1 10, - ° I RlM=93.10g I ; ALL AROUND IBC , o cr, 8 IE N=89.50 , 9 3.6 S p gy l~ R 15 2% (+ I CL U U Z >5w S. � o � O W W 3 C) Q W zZ� Zz Z Z Z Q Q Q a an QE m m m Q Q Q 03 m m L_ 00o Q Y C�rDS U Q1 rn 0) rn W rn � rn 0) I� Z OBSERVATION WELL A 8" SD 1. STRUCTURE SHALL BE TYPE II CATCH BASIN 48 0 MINIMUM. ° PIPE SIZES AND CONFIGURATION MAY REQUIRE A LARGER SIZE CHEWINGS FESCUE 40% 97 80 I L f STRUCTURE. RESTUCA RUBRA COMMUTATA) 23 LF "PVC ' #, 93g A 0' T ." 6 C51 17' - 2. SITE DRAINAGE OVERFLOWS FROM STORM EVENTS, IN EXCESS �JAMESTOWN, BANNER, SHADOW OR KOKET) SDR-3 ° MIN. Sr F� O, .� _ 940111 3/4 - OF DESIGN STORM, SHALL BE BY SHEET FLOW ACROSS O 94.00 4'". NEW DRIVEWAYS INTO ADJACENT PUBLIC STREETS. WHITE DUTCH CLOVER 10% 96 90 2 S 60• x TA 94ti 1 �I� f SAC' 1 SERVICE 8' 3. THE OUTLET PIPE SHALL BE 8"0 MINIMUM. (TRIFOLIUM REPENS) i E 4O Pv1 SING E ORIMCE I I LANDSCAP AND SHALL BE DESIGNED TO ACCOMODATE THE MAXIMUM , y� 9 ) TA A 96.60 x x 1 ALLOWABLE DISCHARGE. E W THE W� OLID LID UCTU E I 2% r C EAR 94.05 93. 0 TW EXI!TI G E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH -FERTILIZER MIXTURES <'' •' I� I I MAY ALSO BE USED. I NEW SSCO I RIM= 4.25 s I{ W I s IE N -89 75 I CB TYPE 1 4" SD FROM DAYCARE 5' 1' MIN. SCREEN %© DBM CONSULTING ENGINEERS,1999 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 AUIHORIZED BY SAID AGREEMENT OR BY DBM �IN WRITING. BBC: 4 42 s� �''} d 9 . .fie ) I � u »w • LANDSCAPE AREA x x _.._---- .._.._._ _._ BC, TW 8" TEE 6" MIN. PF 94.65 x EA PB" x94.08 1 MIN. 2' HIGH COVER $» S x 2' WIDE 8 SD a OB I4t, '4 90.33' 9:6'T I 5.0 22,! W ------------- � 6�3 DECK I 1' MIN. 12" MIN. _ .,._. . _.__ s1 r 89'24'25"W 4' 30 IE=89.TRENCHED FILLED WITH ___ _ , ____ __ __ -----__-_„_ __,_ _.__ ,._ __.• �_..__ _ j 50 3/4"-1 1/2" WASHED GR VEL IE=89.50 36.5' 3' 8" PERFORATED PIPE SECTION A- A NOT TO SCALE 1. THE 24.3' MIN. TRENCH LENGTH SHOWN ON THIS PLAN IS BASED ON A HOUSE OF 2,000 S.F. OR LESS ANY HOUSE GREATER THAN 2,000 S.F. WILL REQUIRE A TRENCH LENGTH OF 36.5'. 2. A CONSERVATIVE INFILTRATION RATE OF 0.333 IN./MIN. WAS USED FOR DESIGN OF THE INFILTRATION DRYWELLS. 3. DO NOT CONNECT HOUSE TO DRY WELL UNTIL THE LOT IS PERMANENTLY IMPROVED & LANDSCAPED. DURING HOUSE/LOT CONSTRUCTION, PROVIDE INDIVIDUAL SEDIMENT TRAP FOR TEMPORARY DRAINAGE CONTROL. SEE T.E.S.C.P. SHEET FOR DETAILS. 4. ALL 6" PERFORATED PIPE SHALL BE C.P.E.P. UNLESS OTHERWISE NOTED. ALL 6" SD SHALL BE P.V.C. 5. ALL TRENCHES SHALL BE A MINIMUM OF 10' FROM ALL STRUCTURES AND PROPERTY LINES. 6. PERFORATED PIPES USED SHALL BE INSTALLED WITH THE PERFORATED HOLES FACING THE BOTTOM OF THE TRENCH. NOTE: DRY WELL TRENCH SYSTEMS SHOWN SHALL BE INSTALLED BY THE BUILDER OF THE HOUSES AND NOT NECESSARILY THE BUILDER OF THE ROAD AND DRAINAGE SYSTEM. INFILTRATION TRENCH DETAIL NOT TO SCALE O8' EXISTING FH +/- 110' SW OF SW PROPERTY LINE w Orb 94.35� 0 tom,• '3` .00' A FIRE SPRINKLER LINE REQUIRES A SEPERATE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHAL. PATRIOT FIRE SYSTEMS WILL BE DESIGNING THIS PLAN. CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. 3' GATE PROPOSED FENCE 20 6 Ida"i CONTRACTOR SHALL NEW WHEELCHAIR ROMP' SAW CUT AND PATCH (STD. DETAIL STSW-'4B) AS NECESSARY i 91' - S _: E T S (NON RESIDL:,sN TlAI._ COI.,I_I~ CTOR AR r' RIAL)p v .. � CL 9 4, 6 7 OB 94,70 CONNECT ALL 3 BUILDING ROOF DRAINS TO EITHER OF THE NEW CATCH BASINS. LOTS 13 AND 14 ARE 2 SEPARATE LOTS. THESE 2 LOTS ARE ALSO A SHARED TAX PARCEL. MMI4 I\ --9 .-4 v_ IPMb s� + 0 M RLOa 194.08)t 18"CONC NI E= (88.13) 3 S. E=(88,18) "CONIC NE 4E + 4­( 4 Record Drawing Certification These drawings conform to the Contract is construction records. Date: Title/position SMAW DEFT. #"AAMW Confirmed by City: Date: W 1= 0 .4 c �P Z ( co Q rn `n -� � W z ) W N w LO z � 00 00 W Q� mN Z � N Q C [�+ W � N '0 o ,l !3: Z Z LrJ W 00 Z 00 � Z L��I N V Z 0,:� LLJ rn � W Qq Q m � w w W � V Obi cis V) W 2 = Z rn o U-1 � � � CL Q W Z I_ N d r" w W I O z CQ 0) Z) U N PI' 05so z F Q 909 00 0156 7 x CITY OF AUBURN STANDARD DETAILS WHEELCHAIR RAMP ALTERNATE DETAIL STSW-4B CURB AND GUTTER REINFORCING DETAIL - - . . STCG-1 DRIVEWAY DETAIL. • • • .•.• ............ STDW-1 SIDEWALK DETAIL (IF NECCESSARY) . . . . . . - . . STSW-1 LANE MARKER DETAIL ..••••••••••••......•.•.••....•..•.. TRLM-1 CATCH BASIN PROTECTION . . . . . . ........ „ . „ ............ DEV-8 DRIVEWAY WIDTH AND LOCATION DETAIL STDW-3 CURVE DATA TABLE CURVE DESCRIPTION RADIUS LENGTH DELTA C1 CURB FLOW LINE 15' 25.69 98'06'38" EXTRUDED CURB /-2" CLASS 'B' ASPHALT CONCRETE V7— 4"-5/8" MINUS CRUSHED ROCK 4" PIT RUN GRAVEL (CLASS 'A') CONCRETE CURB NOT TO SCALE 8"x " IE=C NECT TO — Iq E TIN 8" SS I EA RELOCATE E ISTING 3 4" WATER MEER IF / mr-rv"nay SS T " STREET DA YCA RE PAVING AND "F" STREET IMPROVEMENT PLAN PORTION OF LOT 13 AND 14, BLOCK 1 OF WALNUT LAWN ADDITION TO AUBURN IN NW 114 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. ? GM CB IaII =(93.09" ..,, c� G"CONC E. 1 (9 09) f ,, -- PROTECT EXISTING CB'S PER C.O.A. STD. DETAIL DEV-8 " Y C E3 RIM (93,21) w _ 4% 2"TEE FOR 4 W. IC = (839, 36) 9 -t .0 1 , FIRE SPRINKLER SYSTEM � 1 %"�;O�,iC EA (SEE SPRINKLER PLAN) E 11- :(8c 26) cz, _ r 6 I 9. A _. GPM __ 1._._r.,__,_ _ 9 6 C �y c 3 . > 9 e„ r y ; NEW ASPHALT CROSSOVER`. SSC(T) / WC(B)=2' a...,. _ ___, __,_r_ W e EXTRUDED CURB 94' ' 5x J__A(LEY L`.•'ii HNG ' Ss P-r n) (16) 18' WSTIN4 TEIE V L, AI 14Ca _.. 93.90 Ni9"2 'S9" _ 82.85' X A Q x 9A3.8 x 9A.� `l�° TA SSM 0 93 E ' RI NOTE: 2 x 93.75 �, h ° Q iM=(93_53) c� T ANGLE PARKING SHALL ANDSC PE co O� � G� ^, C I _.� a� 8� i. 4 ONLY BE INGRESSED FR( MAk 8' � p� 1 p� + i ' j' ` �Im,.. ' 2 EAST TO WEST. ALL ANGLED EA , O Q ''. PARKING SHALL BACK 9 Q .01 � I��,�°� EX E[ l� UP AND TRAVEL WESTBOUND J�g ` x 5 THROUGH ALLEY. g x O QO Q� 2%' 93. 1.8% Jam© rs 23 PVC ly `° 93 A O' TA RAMP Ss N I 93,27 A 2 ,57 8• 93 93.80 93'60 x �?.o� E 93.7 r �' PWC �- 15 I C.O.A. NEW CURB, DETAIL �� 5' -: V-1 ! SIDE s WALKK. ;`�, � 93.64 TW x 9�.7� 94.1 x � . h 917 Fa° d P P"SIC PWC c: Q_ c) 4 I 93,74 ^q2 � CLA t EXISTING FH 140'NEOF l NE PROPERTY L n"4 r9 UTiLITY POLEE t+ 6Tll UNDERGROUND �.. H U P �I G - NOTE: EI NC'4 OS D STORM DRAIN PiPE PASSs 7S T H?C.4U"13''ml SANITARY SEWER MANHOLE, A {' GPM 9'3.91 GPM__ SSMH I I CTR. CiN4,_.-(86 35 Ir 00 , 4, 00 s l�t A SDR 2% MIN. FB ! ST F 9 x „ h Q � _. _ 94...I ? 17' 1 I p < O• _ 94,11 � II ,. 94.iao �' 4 2t' NEW aa, A S 9',4^.01 � �' BBC 1 8' i � A 60' I i36C � � ' LANDSCAP � g 9 9 C� 96.60 x x 5 I OX8 94.05 93. TW 2% FEPK� I 4,0l t r - � I I 60' NEW SSCO o_ j I R.O.W. 3 I RIM=94.60 1 c�i 's4 , 1 I_ • . 3 , d IE=89.00 I I 18 Ii ` BBC NEW I 1 GAR.AGE z� D� x 50 V1 xWF-9.1 1 1 31 2x g :s aI BF,. 4 �� TT TYW I a 2 4 x 2% t , 4.,.3� 4 cr�I �� �5µ TA w x .80 Lp►�191NG d , :. 94.0 i e IIip REFURBISHED I,�' I x 93.65' A 1' DAYCARE V' � _5% 4 CONSTT� k D R I VEW�41� s1 BUILDING 93 "' GR I � 4 � ,s _1. , E� rt"4 (STD. b0AiL ' ` �' I ICFaI FF=96.72 _.. N I p 4 CREAM z q 913 92, 0I SHOP LOT LO 14 d y e t 7 Uj �,. I Nz"i 4I 93.: _r :2 Ip I i V fSIB Fesw�2% J x 93.9 EXISTINGDOSE T4laxT - r rSia I I 9 $jw= 1 5% IX l I S S C -.. _l_._____..... .._mn ._ _. c5 x Q J `o 4� C) BBC! C 'O 9 rA,3 c ` I I N I L ,S SHOP I, FF=95•58 e2% W r I e c t y 4 i BBC 10 � 94,65 Z 1 f k93.68, !4,ry1 I __._._, .._ 93,6Fa w } R15 P 2% SPWC.- E - 1"a` BBCe ✓' 4,30 �— BC _ _9 _ _ ;a 1 4 . _., °94. ._ _...__ -._ b1, 3 •? I''adlf _ PWC '�.. _ __.____--- X X � C��i �JBi _ _ _ - ., _. - _ 9 4 9 C 1 C 4,61° "LANDSCAPEREA 3? PAC HlL:; EA 4 PWC HC, x94.08 CF 9.09 .. e �.� w OB c� �-, �;- . , .;a` �:1..'� i 94.53 _ D I" t I�' � 90.33' _ 94,64 PWC EA VCO0•42'22" W WC P` C 94,-68 DECK ,> h 4 W__._._..,_..,,....,_.,.,_,,.. ..._....._,_.._. .m:, w.,....,... ';389'2 'F.5" ,. x__ _„_.._,. m,___ 9 12 CL.A O _ EXISTING FH +/- 110' SW OF SW PROPERTY LINE 3' GATE :3a,00' �...,..,.. �, 94,15 1 CsI....A h I 91 14 PROPOSED FENCE $5_3011 I '""91° �..,d,. s,, ; stet ,Z.. 4,43 *4 �.4 .. � 1 (IJN&, - RIB WIDEN I_IAL CO:.LI,_EC ; OR ARTERIAL, IPM V I" IV NOTE: HALF —STREET ROADWAY IMPROVEMENT DESIGN �a B FOR WEST SIDE OF "F" STREET ONLY. 0 TMµ.__._ 4 Z _...,, .,.J�la ._...,u. D�uii`� �.�I s, w ((,4,'�'3. 4U" ) rn LANDSCAPE STRIP �' , I , 1 (VARIABLE) d�... c;� 18u C0NC r 1� r 2 Z :r D I rn StD _2%_ 2" CSTC EXISTING ASPHALT .. I 1' GRAVEL BASE 5' • 5' VARIABLE 17 17' 30' 30' NON-RESIDENTIAL COLLECTOR ARTERIAL ROADWAY SECTION NOT TO SCALE ALL TEXT, SYBOLS, AND/OR LINES THAT ARE FADED BACK ARE EXISTING FEATURES. ALL TEXT, SYMBOLS, AND/OR LINES THAT ARE DARKER LINEWEIGHTS ARE PROPOSED FEATURES. © DBM CONSULTING ENGINEERS,1999 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM � AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE,' OR DIS(:LOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. i IEA 9410 I I l O , '93.72 A I I t ?� , 72 . 5 10 0 I �x j93,96 SCALE 1 =10 r t1C,B 4 CB RIM-==(93,96 8"C,ONC Wm i •$; � • 4 I 1s 9ktE 11 . '? 4 10! STRIPE NEW li i� ;t I t_„� ,,;DASHED YEL4ER IV I -CENTERLINE XISTING CENT RLI E (R.O. .) 1,S CURRENTLY �OCATED d T t 93.71 V 24' }� ;1 E_A _DW-1 `'4ND STDW-3j' w I S ;o a I �94.25 11'G 4 i A'm i It I , f•9 2 1 i rr � f 93 56 �E CL 94.42 3 DMH 94..1-. ICL IPM 94 60 + DMH �._. RtO l= 94,08) 18"CON C I N.. Emm (88.13) S. =-488.18) "CO N E �Cz1��C; [ s E. IE=(901 1 t ;s PROJECT REF: BLD 0337-99 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. c*aw% Approved By: z„l, Date Approved: 9A%Z! 94.21 La� CB RIM ­ (93',68) ?Y .-y r+ CONC SW IE-(91.03) 3.68 93,85 OB (11) DMH 94,30 RI V .�/+e�` P��� El 22.A�.,._......�,_...m,...�gr��y{.,.,.._ry„y_p...._...�w.+.��...,..._...., F..-.. 1 COd�FC 9 i" 1 ST, u..., .p/ ---N I E= (89,1:1_- ) 11 10"CONC V Record Drawing Certification These drawings conform to the Con tr is construction records. By: - Date: Title/position 5V06Y DC r M4AA6fi*_ Confirmed by City: Date: ?� z of � n, Y z 0 O Cr Q N rn Ui O Lv 2 = z O Q g Pr 0 sv or s 0 q01 00 0 1&"X 7 VICINITY MAP SSMH RIM=(92.44) CTR. CHNL.=(87.89) VERTICAL BENCHMARK CITY OF AUBURN BENCHMARK "10-A" BEING A BRASS DISK AT CENTERLINE INTERSECTION OF 8TH ST. S.E. AND "F" ST. S.E. ELEVATION=93.14 FEET PER CITY OF AUBURN. CONTOUR INTERVAL 1 FOOT LEGAL DESCRIPTION LOT(S) 13 AND 14, BLOCK 1, WALNUT LAWN ADDITION TO AUBURN, EXCEPT THAT PORTION OF SAID LOTS 13 AND 14 CONVEYED TO THE CITY OF AUBURN BY DEED RECORDED UNDER AUDITOR'S FILE NO. 6241579; SITUATE IN KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF VACATED AUBURN WAY SOUTH LYING ADJACENT. (LEGAL DESCRIPTION AS SHOWN ON TITLE REPORT) FOUND ENCASED CONCRETE MONUMENT WITH NO MARKINGS T" STREET DA YCARE SURVEY CALL BEFORE YOU DIG ­' TOPOGRAPHIC S 1 800- 424- 5555 PORTION OF LOT 13 AND 14, BLOCK 1 OF WALNUT LAWN ADDITION TO AUBURN IN --8 T H S T . S. E. NW 114 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. FOUND 3" BRASS DISK WITH PUNCH MARK, DOWN 0.25'f, NO CASE j9 ON SCALE IN FEET 'i 20 0 20 40 �._ o 1 LO } JMINN J i _ CL 14 1 Q (n 4 r N � 1 BASIS OF BEARING tal 93.37 p 93.60 93.53 I 93.39 w CENTERLINE OF "F" ST. S.E. BEING N 00'50'10" W PER PLAT OF APARTMENT I 1 I WALNUT LAWN ADDITION TO AUBURN AS SHOWN ON MAP RECORDED I BUILDING I 93.85 J I J d- IN VOLUME 21 OF PLATS, PAGE 40, RECORDS OF KING COUNTY. - - - - � I 4 93.93 93.84 C9 p CB RIM=(93.09) I Q I 8 1 6"CONC CB RIM=(93.21) 93 27 1 E. IE=(91.09) ONC 9374 I UTILITY POLE c� u SD W. 1E=(89.36 SD_ i WITH UNDERGROUND W. UTILITY POLE GRPSS I 12"GONG I WITH UNDERGROUND I E. IE= 89.26 �A f 93 69 1 NOTE: ENCLOSED STORM DRAIN 93.85x x93.75 ( P_)93.4-_ s3.st--- T---------OHP- --- PIPE PASSES THROUGH SANITARY -�__---_-�_- --9 9P 93i= ----- - - - - - - - - ,d----OHP--------- - ----- % G I SEWER MANHOLE. 93.98 \ k r.v $PNP G7-F- SSMH SS \ \\ SS d --,,",(HIGH Pr). r SS SS S� r- J I RIM (93.72) Q CTR. CHNL.=(86.35) N 89'25'59" E 82.85' _ J 28.49' w = \ ® 93.98 - = =--- =---- - -93.5 9�.60 00- �/ 194 x \ 93.98 x-._-... 93.66 SSMH LLJ Q �! 93.91 a \b `"\\ ' ," 94.11 ' I - RIM=(93.53) '1� yo ,\ CTR. P` NL.=(86.24) J 1 % 93.64 J 93.72 1 I N 00'42'22" W ,1 4 v1 31' �''9SS , s+.00 , \\ �� 94.82' 94.11 r l� CB RIM=(93.96) CB RIM=(92.38) \ \ - - r- - Zd iII fI - - -8"CONC W. 93.77 6"CONC NOTE: ------ - I I I I S. IE=(90.99) , VERIFY WITH CONTRACTOR - 07 TI _1 I ' 18 FIR I I Q -� Q 1 ..• FOR SEWER SYSTEM IN \\ I I GARAGE I I SO THIS AREA 93.96 - - - I O� _ -- I I F.F.=94.21 I i I .t o a 00 I Qs4.tt I I I I I Ii I J c� I 115/il j I II I 93.70 Hs3a7 EE PIS? REFURBISHED I 93.71 1 BUILDING 93.031 CREAM ICE I F.F.=96.72 I X I X2 ,.. �.Y x94.17 50 sI SHOP FOUND 1 2" REBAR I I I I 93.82 CB RIM=(93.15) NO CAP, N82'0540W i i i X i pad EAVE LINE I I 6"CONC 0.77' FROM CALCULATED I I '"SSCO _-� �` ' - w N. IE=(90.04) POSITION I I I s3.!-----.- SW IE=(89.91) I I I I CB RIM=(93.54) - 8"CONC 994.19 - CB RIM=(93.67) - 8"CONC v N. IE=(90.27)'�" NW IE=(89.17) 18"CONC E. IE=(87.8) W. IE=(87.7) 12"CONC S. IE=(88.4) N 8924'25" E 274.32' SURVEYOR'S NOTES LEGEND (ALSO SEE LEGEND ON COVER SHEET) 1. NO ATTEMPT HAS BEEN MADE AS A PART OF THIS TOPOGRAPHIC SURVEY MONUMENT OR REBAR TO OBTAIN OR SHOW DATA CONCERNING EXISTENCE, SIZE, DEPTH, Q SEWER MANHOLE CONDITION, CAPACITY, OR LOCATION OF ANY UTILITY OR SANITARY MUNICIPAL/PUBLIC SERVICE FACILITY. FOR INFORMATION REGARDING O STORM DRAIN MANHOLE THESE UTILITIES OR FACILITIES, PLEASE CONTACT THE APPROPRIATE AGENCIES. ¢ UTILITY POLE 2, THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE 0 SANITARY SEWER CLEANOUT BASED ON ABOVEGROUND STRUCTURES. LOCATIONS OF UNDERGROUND UTITLITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ® WATER METER ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO ()Q WATER VALVE EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. ❑ STORM DRAIN CATCH BASIN J. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR -SS- SANITARY SEWER LINE EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE -SD- STORM DRAIN LINE AND CURRENT TITLE SEARCH MAY DISCLOSE. G- GAS LOCATION PAINT MARKS 4. ALL BUILDINGS, AND SURFACE AND SUBSURFACE IMPROVEMENTS ON AN -W- WATER LOCATION PAINT MARKS ADJACENT TO THE SITE ARE NOT NECESSARILY SHOWN HEREON. 5. THE LOCATION AND/OR EXISTENCE OF UTILITY SERVICE LINES TO THE --OHP-- OVERHEAD POWER LINES PROPERTY SURVEYED ARE UNKNOWN AND ARE NOT SHOWN. FIR TREE 6. SPRINKLER HEADS AND IRRIGATION LINES ARE NOT SHOWN HEREON. 7. ALL HEDGES AND GROUND COVER ON THE SITE MAY NOT BE SHOWN HEREON. ® DBM CONSULTING ENGINEERS,1999 8. THIS DOES NOT REPRESENT A BOUNDARY SURVEY OF THESE LOTS. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS RECORD INFORMATION WAS DERIVED FROM THE RECORD MAP. PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFIDENCE AND ARE 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. I I( I I I NAILS SHOP I I $94 3 2 d- I I I I b F.F.=95.58 I I II a _ - I I I-------- k93.62 1 I I I / n Q 49 .56� "J 94.45 i....-__.r, _.q�-.'' I I I I // V l I N -... r 94.88L=---------- ---� 94.26�A ---- - 3.6 ) 94.38 94.40 _ 4• 4 9' 25 W 90.33 " �, CB RIM-(9 8 ,,},� " - 4'6 94't5 6"GONG CB RIM=(93.44) `�' t / i SW IE= 91.03 8"CONC _ (.08 S. IE 91.04)- ` 3.72 93.89- I 1 ` w � 35.00' w 94.42 1 s4.t2 x 94.15 PIS? 94.48 DMH i c RIM=(94.08) 1 SD 18"CONC94.46 I IN. IE=(88.13)1 94.33 94.7o 89.57S. _ _ _ IE=(88.18)1 -�� DMH RIM=(95.46) f 6"GONG NE SD 18"GONG // NE IE=(89.6t) ALj FOUND 2" IRON PIPE \ NW IE=(88.65) % 10"CONC? PSPN SE IE=(88.50t) % E. IE=(90.1 t) CIL -SC WITH TACK IN WOODEN \ PLUG, ENCASED 094.68 = --�1--------0HP-- ------ s BH�P-------I J DMH RIM=(94.90) 18"CONC \� 94.78 # N. IE=(88.5t) `\ 12"GONG (� II SW IE=(90.3t) 93.81-__ w 2- w w w w W =:R 93.72 DMH x94.30 RIM=(94.22) 9 TH ST. S.E. 93.98 - = - 94.02 12"CONC 0 NWIEE (8 .1±) PSPNPL� E. 10"CON C " 8 SE IE=(90.4t)I CB RIM=(93.9&J'" RIM=(93.50) SD 10"CONC - CONC L_ _ IE=(91_20) N. IE-(90.45)_ - - _ _ _ �s3.75 DMH RIM=(94.78) 10"CON C NW IE=(90.7f) SE IE=(90.7t) SSMH RIM=(95.21) CTR. CHNL.=(87.27) PROJECT REF: BLD 0337-99 These plans are approved for conformance with the City of Auburn's Engineering DivisL iion requirements. Approved By: s,�SA 9 Date Approved: 20/22,6 Record Drawing Certification These drawings conform to the Co 's construction records. By: Date: Title/position Si y AM M61A6W Confirmed by City: Date: Z O N W Cam� ?� Z m Q m � 3 rn 0 O rn Wp P� ,ko 1- 1 .5� 0 qo 9 00 D rSS 7 Llor '. Wrll, di �� • , ;nrVi t11X" "I �' =11111 I t 1 f i t � � s _ r � 373 LANDSCAPE PLANTING PLAN, C7 s dot ?,•t �t I": to • C7 h PLANT MATERIAL LEGEND Abrev. Common Name Botanical Name Size Drought Tolerant trees: CFP Capital Flowering Pear Pyrus calleryana "Capital" 1.5" cal.B&B no HC Hinoke Cypress Chamaecyparis obtusa "Hinoke" 6' hg"&B yes shrubs: CPJB Crimson Pygmy Japanese Barberry Berberis thumbergii "Crimson Pygmy" 2 gal./cont. yes OLL Otto Luyken Laurel Prunus laurocerasus "Otto Luyken" 18-21"/cont matched yes symfols/ground covers: DLY- ' Dav Lillv Hemerocall s Stella d Ora 1 gal./cont. yes HYP Hypericum Hypericum calycinum 4" pots at 24" oc yes w/ triangular spacing Lawn -Sod from Country Green Sod Farms 1800 300-1763 LANDSCAPE CONSTRUCTION NOTES 1. Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom, poplar seedlings including roots, concrete and construction debris. Excavate subgrade in landscape areas minimum 6" below paving for planting beds. Remove all debris from site. 2. Import minimum 6" depth 6040 mix from Puget Sound Topsoil (253) 833-0374 in all shrub beds. Scarify subgrade by rototilling and add topsoil on surface, mix topsoil and subgrade thoroughly. Add additional topsoil as needed to contour shrub beds including berms. 3. Provide minimum 2" depth fine blend hem -fir mulch to all planting beds. Mulch from Pacific Topsoils, Kent, Washington. Fill all planting beds and lawn areas to within 1" of top of all curbs and walks. Slope all planting beds and lawn areas to drain. 4. Provide one (1) year warranty for all plant materials and workmanship. 5. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor is responsible for any resulting damages during construction. Call locate before you dig at 1 800 424-5555. 6. All work performed shall conform with City of Auburn and King County landscape and irrigation requirements, codes and specifications. 7. 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 rule. 8. All plant materials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted. 9. Insure proper drainage of all planting holes prior to installing plant materials. If planting holes do not drain or if heavy clay soils are evident contact landscape architect 10. Enclose planter beds adjacent to gravel parking lot with 4" x 4" pressure treated Douglas fir landscape timbers. Set timbers on existing gravel and anchor with 24" #4 dia. rebar sticks at minimum 6' on center and at each end. Set rebar minimum 1/2" below top of timber. 4 "kN' ' Y. 9 r2'X2' VJLYIIx�i, u1 ••(K�E j1C-S-��" OPRt�NHX�E "J t'E� -TREE, t}l3LIALL� 2PAC,tP+ �t1� Wi x' IZ rn.Lv [•JIBS. Caua:E . �ND TWK7E �• OLtI TIDE WKAP W TO olu"CH �uF a. Z 1' t7uatl.P ' F 4'T TI—X-, of, GRI1&lNA4- VETIH 2' PLY1✓E FlN�{ ftA OKaoS. F1 1 E LVGRowu 2' MULGFj LAYER P+'r--r- t_EMswr (Muu:i Tl m GEfZ SPEGS.> • - - .7 FINS } 6BAGE [( DL I rtN. ll� J{ _r °+-jam N y �+ it NSrQU`�'Je. ��� 6°GKFILL,�OI�IFpof�E'�9e _� tr1i6 PENSTT( M[)c FER t�en�✓e•� �.,��. ta�rq,tilo Sr.Itx�aACE rMt� t�/wIET`� uNci-�n.l�eeo � GI' KC�7r CALL C4'-MP'Y-TelD To -Io'a DECIDUOUS PLANTING DETAIL jeer i- = �1�Iur�rJLT l.►r..��ii'u�r�1�►J Ilk --J1�� ► ` Ili, _ _ SHRUB PLANTING DETAIL N Ile G-W qua —TM Ys FU"*It Hq i6 Itriz VC170 pm(G+ty) WOOT ON Pam(' ataWV V AnOV5 FlNKH GF-rm V MULCH LAY51Z �R � , r-f1Wr4f c,KA oG C%" b'vPM ItFh1OI[= TGP GIVt7 Ji NCB Sat-MV j—'•) dOwLL ,ter �� � n� �►� �., FA. M F9 CONIFER PLANTING DETAIL g:91Q - LAN I' &A tj11LJj11117.'/v tj1111►1d111`aa11jigg9 - HULCH rM -SF—. Paz lspsosll) GROUND COVER PLANTING DETAIL till'! PROJECT REF: Opt, V G33% - Al These plans are approved for conformance with the City of Auburn's Planning Department quirements. 14W11140M LA&WAP1116 Approved By: S 11 Date Approved 01- 77.91 Record Drawing Certification These drawings conform to the is c nstmction records. By: Rate: Title/position f&jftt Df;ll�F-_ Confirmed by City: Date: 0 o A r fH 0 0 s � 1 a e N fl STATE OF WASHINGTON Rv:iCTFRFn AZ940 RA e . n.I ., .. rA o rA a r e u � � d n H Vi ' u <-5 � .2-5 w C e � o a. W a F r•� PLO U z 0 o as A O U ch L I.1 pro -so 00 DIC67