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05D1754
0 1 40 80 Scale 1" = 40' CONTOUR INTERVAL 1 FEET BENCH MARK BENCHMARK 23-A ELEV 79.12 NAVD 1988 MONUMENT AT THE CENTERLINE OF "M" STREET SE AND FOUTH STREET SE. ON SITE TBM: FINISH FLOOR OF EXISTING BUILDINGS AS INDICATED ON THIS MAP. LEGEND -STREET LIGHT ® SANITARY SEWER MANHOLE NEW PAVEMENT 0 STORM DRAIN MANHOLE - EXTRUDED CURB ® STORM DRAIN CATCHBASIN NEW CEMENT CONCRETE FIRE HYDRANT • POWER POLE A WATER VALVE Ib TELEPHONE RISER 0 WATER METER 3RD STREET SE APARTMENTS, AUBURN, WA A PORTION OF THE SW/4 OF SEC. 18, TWP 21N, RUE 5E9 W.M. t SSMH I PROJECT VICINITY MAP RIM=78.47 ? ` EX SSMH #810-32A (NOT TO SCALE) IE(8"E,NW,SW)=71.97SW)=6970 `y IE(8"E,W S1W)=69.51 APPROACH EXISTING PP TO REMAIN 6" EXTRUDED CURB AROUND PARKING LOT TYPICAL ALL PAVING 5' FROM P/L TO NEW WM INSTALL 6FT HIGH SOLID WOOD FENCE AROUND PERIHETER OF SITE 1' FROM P/L TO CURB � [V 00 WESTERLY PORTION OF EXISTINGLo APPARTMENT TO BE REMOVED ifl AND NEW WALL CONSTRUCTED TO ALLOW 24 FT WIDE ACCESS TO REAR z OF LOT, SEE BLDG PLANS FOR DETAILS 24' PAVED ACCESS FIRE TRUCK TURNAROUND AREA MIN 75' DIAMETER 19'LX9'W 5' TYPICAL I , EXISTING TRASH o� 89'31'12"E� D 3s• .:a.�� __i TH _... 88 w EXIST 20' ROW ., FROM CENTERLINE EXISTING BLDGS 3 TO REMAIN L wIt mU a 0 0 o NEW SIDEWALK TO MATCH .. 00 TO EXISTING TO PROVIDE B _ BARRIER FREE HANDICAPP -.: TO REMODELED UNIT EXISTING BUILDING FF=80.65 INFILTRATION SYSTEM FI a ROOF DRAINS MIN 2 PE EXISTING SHED I SEE DETAILS C-5 BLDG C TRIPLEX \ `i--'-- �'� S89'31'12"E 89.88 20' BLDG D TRIPLEX BETWEEN \--��--+ __„ __„ IU�T L^ITY ESMT BLDG E TRIPLEX r J ±14' 26 � 0 19' 24' 1 VE Al w Lo z BLDC1f F LDG G TRIPLEX TRIPLEX _ 10' BETWEEN y„ MIN 25' 1'F � 65 IREAR YARD S$g ..` "f" 179.83 B.N. R. R. CO. L D ---�- -- SDMH T-2 RIM=77.32 ®IE(12"E, ) I W = 70.37 I I IE(12"SW)=75.32 IE(12"SE)=72.32 j it I IE(12'NE)=74.32 11 I IE(12"NW)=74.52 I�I 1 s I cn I�I 1 1 I! I II I III I I � II cn li I II �I II I 8 kl I I I 1 II ! II! 13' TO PROP LINE I II I �I I1 1 I(A19 1 FI I I:I 1 t 1V RLTSS TO ADJACENT CONDO I I'1 PROPERTY, INSTALL 6FT HIGH SOLID WOOD FENCE AROUND SITE 1' ` EXIST SSMH #810-32B n RIM=79.09 IE(8"N,S)= 71.59 29 NO ACCESS TO ADJACENT CONDO PROPERTY, INSTALL 6FT HIGH SOLID WOOD FENCE AROUND SITE _ MIN 10' TO PROP LINE SITE IMPROVEMENT PLAN CONSTRUCTION SEQUENCE 1. SCHEDULE AND ATTEND PRECONSTRUCTION MEETING WITH CITY OFFICIALS. 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE TO SITE AS SHOWN. 3. INSTALL FILTER FABRIC FENCING AROUND SITE AS SHOWN ON PLANS. 4. STAKE CLEARING LIMITS AND EXCAVATE ESC POND PER PLAN AND SECTIONS. 5. CONSTRUCT SHALLOW INTERCEPTOR SWALES WITH RIPRAP CHECK DAMS GRADED TO DRAIN TO POND. 6. GRADE AND LEVEL SITE TO ELEVATIONS SHOWN, TAKE CARE TO DIRECT ALL RUNOFF TOWARDS ESC POND. 7. INSTALL SITE UTILITIES, INCLUDING WATER, SEWER AND STORM DRAINAGE IMPROVMENTS PER THE APPROVED PLANS. 8. MAINTAIN ALL ESC CONTROLS THROUGHOUT SITE GRADING, INSTALL FILTER FABRIC IN NEW CB'S AND ADDITIONAL ESC CONTROL MEASURES AS MAY BE REQUIRED DURING CONSTRUCTION. 9. COMPLETE CONSTRUCTION Ol- BUILDING AND SITE WORK STABILIZE EXPOSED SURFACES AS REQUIRED INCLUDING PARKING LOT PAVING AND LANDSCAPING. 10. HYRDROSEED OR OTHERWISE STABILIZE ALL EXPOSED SURFACES. 11. REMOVE TESC MEASURES UPON FINAL SITE STABILIZATION AND CITY APPROVAL, 12. WORK WITHIN THE RIGHT OF WAY SHALL BE LIMITED TO 15 WORKING DAYS. EXPIRES 6/4/2005 L EGA L DESCRIPTION LOTS 27 AND 28 OF EAST AUBURN ACRES, ACCORDING TO THE PLAT RECORED IN VOLUME 14 OF PLATS, PAGE 41, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 180 FEET OF LOT 28, INCLUDING THE NORTH 50 FEET OF THE SOUTH 200 FEET OF SAID LOT 27 VACATED BY PENDING ACTION 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 REQUIRE 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, BRIDGE, AND MUNICIPAL CONSTRUCTION' (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION ETAILS 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 OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 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 BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. C*4,# 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF ■�+■rl WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A<=> WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION , DOCUMENT" HANDOUT. SITE DATA SITE ZONING: R3 DUPLEX/RESIDENTIAL LOT AREA: 1.61 AC 70,000 SF APPROXIMATE PROPOSED USE: PARCEL NO.: 264800-0137 SITE ADDRESS XXX 3RD ST SE PARKING REQUIRED: 1-1/2 STALLS PER UNIT PARKING PROVIDED: EACH APT HAS A 2-CAR GARAGE W/ 2 STALLS IN D/W TOTAL PARKING PROVIDED: GARBAGE CONTAINERS WILL BE INDIVIDUAL CANS LOCATED IN GARAGES TYPE OF CONSTRUCTION: 5N OCCUPANCY: R-1 MAXIMUM BLDG HEIGHT: 2 STORY (20-24 FEET) SETBACKS: FRONT: 20 FT SIDE, INTERIOR: 5 FT SIDE, STREET: 10 FT REAR: 25 FT SHEET INDEX COVER SHEET, SITE PLAN AND DETAILS C1 ES� PLAN AND DETAILS C2 SITE GRADING AND STORM DRAIN PLAN C3 WATER AND SEWER PLAN C4 STORM DRAIN DETAILS C5 RECORD DRAWING CERTIFICATION THESE DRAWING CO RM TO THE CONT TORUCZIQW RECORDS. BY: + DATE: /POSITI TITLE N CONFIRMED BY CITY: _ DATE: PROJECT REF: FAC04-0002 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. CP 6_g.o4 APPROVED BY S DATE APPROVED w z w cry w Crn 0 00 o� C`J X C q o � 00 vi rn c CAD O I 00 N N a � cL °- .v !�4 o � rn a.> �y Y �C'o c .Q w -v oc' Cn o 0 co E-4 ~ O 00 0 � MM� W Q S IO C3 Cy D z 0 Q � ®U)Q� U c 0C/)� U � ►K�zrnr) D N m� < 0- OWN ED BY VJ- 1 LO PROJECT NO. SHEET C OF 5 CB TYPE 1 F1E(8;SW)=75.57 SDMH T-2 RIM=7 85 SSMH RIM=77.60 RI =7 72 IE(8�SW) )75.350 E(8"E,W,NW, 4 �z of D 175y INSTALL FILTER FABRIC PROTECTION FOR EXISTING CB PER DETAIL THIS SHEET 1 _ e._ ___M_ ___ W CONSTRUCT RIP RAP CONSTRUCTION ENTRANCE PER CITY OF AUBURN STND DETAIL DEV-5 THIS ACCESS TO BE MAINTAINED AS REQUIRED DURING,------.-.. SITE DEVELOPMENT (SEE CONST SEQ #2) ERECT FILTER FABRIC FENCING AROUND LIMITS OF BUILDING EXCAVATION AS REQUIRED TO CONTROL RUNOFF PER DETAIL DEV-5 USE FILTER FABRIC FENCING TO PROTECT INFILTRATION AREA DURING CONSTRUTION NO TRAFFIC OR STORRAGE IN THIS AREA LEGEND *--STREET LIGHT Q SANITARY SEWER MANHOLE NEW PAVEMENT ® STORM DRAIN MANHOLE EXTRUDED CURB ® STORM DRAIN CATCHBASIN NEW CEMENT CONCRETE L * FIRE HYDRANT POWER POLE m WATER VALVE o TELEPHONE RISER WATER METER U t� V S89'31' 1 5 3RD STREET S19 APARTMENTS, AUBURN, WA A PORTION OF THE SW/4 OF SEC. 18, TWP 21N, RGE 5E, W.M. m 1 I! INSTALL SILTATION POND ! I SOUT OF EXISTING APT II SLOPE SWALES TO DRAIN TO POND BTM ELEV 75.00 ,I I AN TOP ELEV 79.0 III ! 1i I STAKEZI E iACROSS BOTTO� { WRAP � IN .}L FABRIC t 1 S89`31'12"E 89.88 Ir CREATE STABLE LEVE 9 ri I PAD FOR FUTURE BLD I I TYPICAL 5 PLACES FUTURE BLDG I FUTURE BLDG I FF 80.50 I L FF 80.50 L , 7� I FUTURE BLDG I FF 81.00,.-a.. ,... r J I I 1 � I 10 FUTURE BLDG FUTURE BLDG FF 81.00 I I FF 81.0�0 I L. J L �_ —7'_ (n I a4 I I a is I i I �NI { ILI I II cn !� � i II if INI �1 4r I M 3 ERECT FILTER FABRIC FENCING AROUND LIMITS OF BUILDING EXCAVATION AS REQUIRED TO CONTROL RUNOFF PER DETAIL DEV-5 gym....-.,..�.....-- 9.837: s, EROSION SEDIMENTATION CONTROL PLAN 0 1 40 80 Scale 1" = 40' CONTOUR INTERVAL 1 FEET BENCH MARK WRAP FILTER FABRIC UNDER GRADING AND EROSION CONTROL NOTES LIP OF CASTING FILTER 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES FABRIC CB GRATE 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. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPORVED BY THE CITY EXISTING CATCH BASIN 3. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED IN STREET I ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. �II ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. CATCH BASIN PROTECTION THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. NOTE: ONLY TO BE USED WHERE PONDING OR WATER ABOVE THE CATCH 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF BASIN WILL NOT CAUSE TRAFFIC INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED PROBLEMS AND WHERE OVERFLOW WILL AND APPROVAL FOR THEIR REMOVAL HAS BEEN RECEIVED FROM THE CITY. NOT RESULT IN EROSION OF SLOPES 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 SYSTEMMUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE. FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. IF BERM IS FILL, COMPACT FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL TO 95% MAX DENSITY & EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED STABILIZE FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. ®Fk�sroil CONSTRUCTION SEQUENCE 3:1 MAX BOTH SIDES ��£ 1. SCHEDULE AND ATTEND PRECONSTRUCTION MEETING WITH CITY OFFICIALS. 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE TO SITE AS SHOWN. 3. INSTALL FILTER FABRIC FENCING AROUND SITE AS SHOWN ON PLANS. 4. STAKE CLEARING LIMITS AND EXCAVATE ESC POND PER PLAN AND SECTIONS. INTERCEPTOR SV1fALE 5. CONSTRUCT SHALLOW INTERCEPTOR SWALES WITH RIPRAP CHECK DAMS GRADED TO DRAIN TO POND. NTS 6. GRADE AND LEVEL SITE TO ELEVATIONS SHOWN, TAKE CARE TO DIRECT ALL RUNOFF TOWARDS ESC POND. 7. INSTALL SITE UTILITIES, INCLUDING WATER, SEWER AND STORM DRAINAGE IMPROVMENTS PER THE APPROVED PLANS. 8. MAINTAIN ALL ESC CONTROLS THROUGHOUT SITE GRADING, INSTALL FILTER FABRIC IN NEW CB'S AND ADDITIONAL ESC CONTROL MEASURES AS MAY BE REQUIRED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO WATER THE SITE, 9. COMPLETE CONSTRUCTION OF BUILDING AND SITE WORK STABILIZE EXPOSED SURFACES AS NECESSARY TO REDUCE THE DUST EMISSIONS A S AS NECES REQUIRED INCLUDING PARKING LOT PAVING AND LANDSCAPING. RESULTCONSTRUCTION ACTIVITY. THESE ACTIONS WILL 10. HYRDROSEED OR OTHERWISE STABILIZE ALL EXPOSED SURFACES. BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL OR 11. REMOVE TESC MEASURES UPON FINAL SITE STABILIZATION AND CITY APPROVAL. DESIGNEE. 12. WORK WITHIN THE RIGHT OF WAY SHALL BE LIMITED TO 15 WORKING DAYS. 1. HYDROSEED MIXTURE FOR SITE STABILIZATION SHALL BE: EROSION CONTROL SEEDING: NAME REDTOP ANNUAL RYE CHEWINGS FESQUE WHITE DUTCH CLOVER 2. APPLY SEED AT 120 LBS/AC (MINIMUM). 00 FILL/EXCAVATION QUANITIES: APPROX - 1------- CY'S OF EXISTING SITE SITE MATERIAL WILL BE IMPORTED OR REGRADED TO LEVEL THE SITE AND CREATE THE LANDSCAPE BERM AROUND THE PERIMETER 1. IT IS PLANNED TO REGRADE AND LEVEL THE ENTIRE SITE TO THE CONTOURS AS SHOWN. IF THE ONSITE STOCKPILED MATERIAL IS ACCEPTABLE, IT CAN BE USED AS STRUCTURAL FILL UNDER THE PAVEMENT AND BUILDING SLABS. 2. STRUCTURAL FILL (UNDER ROADWAY AND BUILDINGS) SHALL BE PLACED IN 6" LIFTS AND COMPACTED TO 95% MAXIMUM DRY DENSITY. SITE SHALL BE WATERED AS REQUIRED TO OBTAIN DENSITIES. PROVIDE COMPACTION TEST RESULTS TO CITY FROM APPROVED TESTING LAB. RECORD DRAWING CERTIFICATION THESE DRAWINGS 0 FORM TO THE CONT CT RU ECORDS. BY: • DATE: TITLE/POSI ION: As'rs/nst �- CONFIRMED BY CITY: DATE: PROJECT REF: FAC04-0002 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. CP 6-S-04 APPROVED BY 0.4-y �.,Q1, DATE APPROVED G I U Z 0 } WN Qf w • C 00 z a� o_ -- o Ln -� �x v LL_ J 00 c � Co o I �to I to L0 N L..LJ '' 00 a� (JN /yam r/ �I LLj LLJt=' M c :t✓ ao �o N vr+�r► Q V1 Q E-+ r- o W 00 Cn �rT�1 I� um Q Cn o� 0 P-01 U I-- Qm N �z O (n 00 Ln N QI'om 1 ' DATE 1 PROJECT NO. OUT C-2 OF t5 17f q a 0 a� C CD T 4 N C6 Ln 0 0 tn t N 3 v Y Q J U _o U U 0 a CD 0 a / a O w ry E U O T / U) J ry Y r Q / N c i c 0 E U 0 0 3RD STREET SE APARTMENTS, AUBURN, WA A PORTION OF THE SW/4 OF SEC.. 18, TWP 21N, RGE 5E, W.M. COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE PAVEMENT 4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE CLASS B BANK RUN GRAVEL -THICKNESS VARIES TYPICAL PAVEMENT SECTION SLOPED TO I EXTRUDED CONCRETE CURB DETAIL 0 1 40 80 ScOIe 1" = 40' CONTOUR INTERVAL 1 FEET BENCH MARK BENCHMARK 23-A ELEV 79.12 NAVD 1988 MONUMENT AT THE CENTERLINE OF "M" STREET SE AND FOUTH STREET SE. ON SITE TBM: FINISH FLOOR OF EXISTING BUILDINGS AS INDICATED ON THIS MAP. LEGEND STREET LIGHT d SANITARY SEWER MANHOLE NEW PAVEMENT ® STORM DRAIN MANHOLE EXTRUDED CURB 0 STORM DRAIN CATCHBASIN NEW CEMENT CONCRETE FIRE HYDRANT o POWER POLE u"a WATER VALVE o TELEPHONE RISER ° WATER METER SSMH CB TYPE 1 SDMH T-2 SSMH RI =78.47 RI = 72 RI =7 5 RIM=77.60 IE(8"E,NW,SW)=71.97 ,� IE(12"E,W)=69.80 E(8"E,W,NW,SW)=69 IE(8 SW)=75.57 IE(8"SW)=75.35 W W", .. �."\ •� 1 FRAME & GRATE 5' FROM P/L — TO NEW WM INSTALL 6FT HIGH SOLID WOOD FENCE — AROUND PERIMETER OF SITE 1' FROM P/L TO CURB $ wm� co V) 0 CB #6`_TYP�_1._�_.a�-.w-- 4 T EXISTING > W/ STND FRAME & GRATE ':> BUILDING t FF=80.65 RIM 78:25 3Z. _ IE 7 61 8" COMM r EXI -!§H � Pa 24' PAVED ACCESS x —�— BLDG C CB #5 TYPE I TRIPLEX W/ STND FRAME & GRATE FF 80.50 SE �S b8 IM w CB #3 TYPE I CB W/ STANDARD FRAME & GRATE R,lm M,00 RIM 79. 0 -r,f I " eom IE-46.2 12" OUT CB #1 TYPE I CB W/ STANDARD FRAME & GRATE ,!ml 79 69 R -49-H •r��W�9 12" COMM STORMCEPTOR WATER QUALITY MH 2" MODEL STC 450 PER DETAILS SHEET C-4 RIM 81,00 SOLID LOCKING LID IE 74.75 12" IN IE 74.25 12" _-OUT__ ...-_. BLD( F TRIP EX FF 1.0 65'X20' S INFILTRATIO TRENCH EX SSMH #810-32A 77.41 k IE(8"E,W,SW)=69.51 EXISTING INFILTRATION SYSTEM ROOF DRAINS MIN 2 1 f SEE DETAILS C-5 F t S89'31'12"E 89.88 BLDG D TRIPLEX FF 80.50 BETWEEN : �'fL LDCi ESM T , BLDG E d-RIPLEX W,81.00 BLDG G TRIPLEX FF 81.0 10' BETWEEN 83 M M D SDMH T-2 RIM=77.32 ` IE(12"E,W)=70.37 = 4.82 jP IE(12�tlSW)=75.32 I -IE(12 SE)=72.32 I IE(12"NE)=74.32 : IE(12"NW)=74.52 L STORM DRAINAGE AND SITE GRADING PLAN EXIST SSMH #810-32B RIM=79.09 IE(8"N,S)=71.59 CB #4 TYPE I CB W/ STND FRAME & GRATE RIM 7-4. fl ;Zgl py IE,N 8" OUT 76.94f CB #2 TYPE I CB .W/ STANDARD FRAME & GRATE RIM 79.58 ;Z/r. 38 IE ?5-83 8" OUT 7.5"68 m EXPIRES 6 4 2005 6" CONCRETE EXTRUDED CURB SEE DETAIL THIS SHEET MATCH TO EXISTING GRADE 6' SOLID WOOD FENCE LOCATED ALONG WEST PROPERTY LINE 1FT FROM P/L TO CURB 24 FT PRIVATE ACCESS AND FIRELANE MAKE SMOOTH TRANSITION TO NEW DRIVEWAYS �` 2" COMPACTED DEPTH CLASS B ASPHALT CONCRETE 4' MIN. COMPACTED DEPTH CRUSHED SURFACING COMPACTED SUBGRADE, NOTE: GRAVEL BASE MAY BE REQUIRED, DEPENDING UPON SOIL CONDITIONS TYPICAL SECTION PRIVATE ACCESS ROAD STORM DRAIN SPECIAL NOTES 1. UNLESS OTHERWISE NOTED, STORM DRAIN PIPING SHALL BE SDR 35 PVC. RECORD DRAWING CERTIFICATION PROJECT REF: FAC04-0002 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR ON CTOR' C TRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S / ENGINEERING DIVISION REQUIREMENTS. c-s og BY: DATE: TITLE /POS TIO : ,ProjOdt AFj #4e-e- APPROVED BY CONFIRMED BY CITY: DATE: DATE APPROVED lef/a� -6� CV E o °O Q� CV c v v w w °o oto >co � • ,^ CV v - as W " C- �E o � rn U 3 C I c a� cnY Lu cWn w �•.� v rnM c00 11 0 00 1 �.q �) z � CE �m z < �..� L Q z ::D A Ld N Z In O cn op � zm E-4� � o N �-I Q ►Jj A. RYKELS DESIGNED BY u SSMH =78.47 IE(8"E,NW,SW)-71.97 LIMITS OF SAWCUT PVMT REPLACEMENT W W. APPROACH CONNECT TO EXISTING 6" CITY WATERMAIN W/ 6 X6 X6 TAPPING TEE AND GV (FLXMJ) "INSTALL 6"X8" INCREASER (PEXMJ) W/ CONC BLOCKING BEGIN NEW 8" WM SOUTH VERIFY LOCTION AND FITTINGS REQUIRED COORDINATE TIE-IN W/ CITY OF AUBURN WATER DEPT 5' FROM P/L TO NEW WM INSTALL IT WGH - SOLID WOOD FENCE _ AROUND PERIMETER OF SITE 1' FROM PA_ TO CURB 269 LF 8" DI WM CL 52 INSIDE 15' CITY OF AUBURN ESMT 8"X8"X8" TEE (ALL FL) 2-,.w.8." . Cds, 1 8" ADAPTOR (FLX10IJ) CONIC BLOCKING 24' PAVED ACCESS- 8"X8" 45' BEND (MJ) W/ CONC BLOCKING 49 LF 8" DI WM CL 52 INSIDE 15' -� CITY OF AUBURN ESMT 8"X8" 45- BEND (MJ) W/ CONC BLOCKING 40 LF 8" DI 6 CL 52 INSIDE 15' 17 3R7`vr` STREET SE APARTMENTS, AUBURN, WA A PORTION OF THE SW/4 OF SEC. 18, TWP 21N, RGE 5E9 W.M. SDMH T-2 CB TYPE 1 1 _ 5 SSMH EX SSMH #810-32A RI =77.60 72 IE(12"E,W)=69.80 E(8"E,W,NW,SW)=69 70 77.41 IE(8 SW)=75.57 IE(8"SW)=75.35 IE(8 E,W,SW)=69.51 W 89'31'12"E ` m _ m M - s 5- D D�_$eEr RIM=77.32 89.88 EXIST 20' ROW t a FROM CENTERLINE n a I IE(12"SW)=75.32 I II° IE(12"SE)=72.32 ETR - I III IE(12"NE)=74.32 '�iECEPTAtXE a I III ! IE(12"NW)=74.52 z a �t l' I -♦� � i a II SS MH 310-80 I, o TYPE 1-48 MH I°I I 8 RIM 79-M 79. 3 3 CO I III IE36 8"E r2.23 33 IE ?4.46-8"S ?Z . 6" PVC SIDE SEWER _ °I EXISTING to I I SDR 35 PVC S=2.00`a II I I BUILDING FF=80.65 III; TYPICAL FOR EACH DUPLEX OR TRIPLEX SEE TYPICAL DETAIL THIS SHEET I ICI INFILTRATION SYSTEM F ICI ? INSTALL SS CLEANOUT ON ROOF DRAINS MIN 2 PE I EACH SIDE SEWER 5 FEET FROM FOUNDATION EXISTING SHED SEE DETAILS C-5 13 PER COA DETAIL SEWER-02 fS89*31'12"E ' I INSTALL SS MH 89.88 II #810-79 ON EXISTING 8" SS MAIN II _i TYPE I-48 MH RIM 79�.M MATCH EX PVMT Rii'9 78.58 IE8" EX (N-S) CALC BLDG C BLDG D IE 74-4 NEW 8" WEST W.13 �o.�►rs TRIPLEX TO TRIPLE II I CONTRACTOR TO FIELD VERIFY LOCATION 96, I I ELEVATION AND CLEARANCES PRIOR TO CONST I 86 TO SS I II i } i 1 BETWEEN B II NECT TO IS G " � 8� TAPPING TEEAND GV(FLXMJ) \ I II W/ CONC BLOCKING BEGIN NEW WM WEST VERIFY LOCATION AND FITTINGS REQD \ - 96 LF 8 SS SDR I I- - -- COORDINATE TIEIN W/ CITY OF AUBURN WATER DEPT \ - - 20 LF CL 52 Dl� MA I1 LITY ESMTCL L G \EXIST SSMH 10-328 TRI EX FN RIM=79.09 v' r IE(8 N,S)=71.59 71oo I �00 _ CITY OF AUBURN ESMT Lo I I F 8"X8"X6" PVC TEE (TYPICAL) �,•a /rf 8" 54 LFCL _- 9 ! 3/4" DOMESTIC WATER METER ASSEMBLY 11 TYPICAL FOR EACH BUILDING 52 INSIDE 15' ' PER CITY OF AUBURN STND WATER-13 CITY OF AUBURN ESMT ' EXTENDED TO EACH DUPLEX/TRIPLEX I I UNIT INSTALL METER DIRECTLY BEHIND 8"X8"X6" TEE (MJXMJXFL) , BLDG F L G CURB INSIDE EASEMENT 6" GV (FLXMJ) I TRIPLEX TRIP X CONC BLOCKING 10' BE 25 LF 6" CL 52 DI WM ,;:I SHACKLED TO HYDRANT INSTALL FIRE HYD ASSY IN CENTER OF LANDSCAPE ISLAND _ PER CITY OF AUBURN DETAIL WATER-07 Al SB9T2T1wW" i _""�1 79 83 SS MH 10-81 TYPE 1-48 RIM N'�"3 B.N. R.R. CO. � " 00.. ) IE 73.70 6" COMM SANITARY SEWER AND WATER MAIN MPROVEMENTS SANITARY SEER CONSTRUCTION 1. PRIOR TO CONNECTION OF SANITARY SIDE SEWERS, THE CONTRACTOR SHALL OBTAIN SANITARY SEWER PERMITS FROM THE CITY OF AUBURN. IF THE PROJECT INCLUDES THE CONSTRUCTION OF A NEW SANITARY SEWER MAIN, PERMITS WILL NOT BE ISSUED UNTIL THE CITY HAS ACCEPTED THE NEW SANITARY SEWER MAIN. 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF ALL POINTS OF CONNECTION TO THE EXISTING SANITARY SEWER SYSTEM. 3. NEW SANITARY SEWER CONSTRUCTION SHALL BE SEALED OFF FROM THE EXISTING SYSTEM UNTIL ACCEPTED BY THE CITY. 4. AS CONDITIONS OF ACCEPTANCE, THE SANITARY SEWER MAIN SHALL BE SUBJECTED TO A LOW-PRESSURE AIR TEST, CLEANING, AND TELEVISION INSPECTION. AIR TESTING SHALL BE DONE UNDER THE OBSERVATION OF THE CITY IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 7-17.3(2)F AND AS SUPPLEMENTED BY THE CITY. TELEVISION INSPECTION SHALL BE DONE UNDER THE OBSERVATION OF THE CITY IN ACCORDANCE WITH CITY OF AUBURN STANDARD SPECIFICATION 7-17.3(2)H. 5. DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE FOR THE CONTINUOUS FLOW OF SEWAGE WITHOUT BACKUPS WITHIN THE EXISTING SANITARY SEWER SYSTEM. 6. WHEN CONNECTING TO AN EXISTING MANHOLE, THE CONTRACTOR SHALL EXCAVATE AROUND THE ENTIRE CIRCUMFERENCE OF THE MANHOLE TO PREVENT SHIFTING OF THE MANHOLE DUE TO UNEQUAL SOIL LOADING. 7. KOR-N-SEAL BOOTS MAY BE USED IN PLACE OF SAND COLLARS TO MAKE CONNECTIONS OF SDR 21 OR SDR 35 PVC PIPE TO MANHOLES. 8. TAMOSEAL CEMENT BASED WATERPROOF FINISH SHALL BE APPLIED TO ALL INTERIOR AND EXTERIOR CONCRETE MANHOLE SURFACES. 9. WHEN CONNECTING SIDE SEWERS TO AN EXISTING SANITARY SEWER MAIN, ROMAC STYLE "CB" SEWER SADDLES SHALL BE USED UNLESS OTHERWISE APPROVED BY THE CITY. 10. SIDE SEVER INSTALLATION SHALL INCORPORATE THE FOLLOWING REQUIREMENTS: A. SIDE SEWERS IN NEW DEVELOPMENTS SHALL EXTEND FROM THE CONNECTION ON THE MAIN LINE TO THE EDGE OF ANY UTILITY EASEMENTS OR THE PUBLIC RIGHT-OF-WAY WHICHEVER IS FURTHER. B. WHEN INSTALLING NEW SANITARY SEWER MAINS OR REPLACING EXISTING MAINS IN DEVELOPED AREAS, SIDE SEWERS SHALL BE INSTALLED FOR ALL EXISTING HOUSES AND ANY BUILDABLE LOTS. SIDE SEWERS SHOULD BE EXTENDED TO THE PROPERTY LINES WHENEVER POSSIBLE. C. CLEANOUTS SHALL BE INSTALLED AT THE END OF THE SIDE SEWER NEAR THE PROPERTY LINE. CLEANOUTS WILL MARK THE CHANGE FROM THE PUBLIC SEWER TO THE PRIVATE SEWER AND WILL BE USED TO FACILITATE CLEANING. AT THE COMPLETION OF CONSTRUCTION, CLEANOUTS SHALL BE ADJUSTED TO WITHIN A FOOT OF THE GROUND SURFACE- D. THE LOCATION OF THE END OF THE SIDE SEWER SHALL BE MARKED BY A PRESSURE TREATED 2 X 4 BURIED A MINIMUM OF THREE FEET (3') WITH AT LEAST ONE -FOOT (1 ') EXPOSED ABOVE THE GROUND SURFACE. THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED PORTION OF THE 2 X 4 SHALL BE PAINTED WHITE WITH THE DEPTH TO THE SIDE SEWER OR TEE INDICATED IN TWO-INCH (2") BLACK LETTERS. E. IN ROADS WHERE CURB AND GUTTERS ARE BEING INSTALLED OR REPLACED, THE LOCATION OF ALL SIDE SEWERS SHALL BE ENGRAVED ON THE TOP OF THE CONCRETE CURB WITH AN "'S". LEGEND -STREET LIGHT ® SANITARY SEWER MANHOLE NEW PAVEMENT 0 STORM DRAIN MANHOLE EXTRUDED CURB ■ STORM DRAIN CATCHBASIN NEW CEMENT CONCRETE FIRE HYDRANT • POWER POLE A WATER VALVE o TELEPHONE RISER ° WATER METER 0 40 Io Scale 1"=40' CONTOUR INTERVAL 1 FEET BENCH MARK BENCHMARK 23-A ELEV 79.12 NAVD 1988 MONUMENT AT THE CENTERLINE OF "M" STREET SE AND FOUTH STREET SE. ON SITE TBM: FINISH FLOOR OF EXISTING BUILDINGS AS INDICATED ON THIS MAP. 2+ 00 EAST PROPERTY LINE CLARK APTS -\ \ IV EX 1 01V SS lei ESMT AF r 12120352 [►1�°°►SMITIT1.1 I EX 10' WA RMAIN ESMT AF 891 120352 PRIVATE SD / NO ESMT I I EIST PVMT __/-EXISTINIG FIRE HYDRANT LAPING EASEMENT TE PROPERTY \- CONNECTION TO EXIST WM OFFSITE CONNECTION DETAIL SCALE 1"= 20 FT HORIZONTAL 1 +00 1 +00 CJ FUTURE PAVEMENT GRADE-_- EXIST NG GRADE _ - ___._--_--_-- - --___.__ __-- -. __ EAST PROPE 80 CLARK A 78 -� - _ IE 75.59 8" SD A T GROSSING " 21 1 1' VERTICAL -. AT CROSSING 76 ll E 4 LF 8 WM 4 " CQ R -- -- 120 LF 8" DI MA W/ 42" COVER -- 7 4 --- L CONNECT TO q WA TE" 116 LF 8" SS SDR r - - 1 1. oft 2 TYPE I-48 96 LF g" SS S --7 ----- -- IE 7 .62 8"N SS MH 1 _ 1 ft IE 7 .70 6" COMM TYPE 1-48 MH �_- RIM 7T56 7 0 IE 72.36 8"E q 72.46 8 S INSTALL SS MH ON EXISTING 8 RIM 79.00 MATCH IE71.308"EX( 'TY LINE ITS :XIST 40-79 MAIN EX PVMT -S) CALC NEST CONTRACTOR TO FIELD VERIFY LOCATION ELEVATION AND CLEARANCES PRIOR TO CON WATER AND SANTARY SEWER PROFILE 6" PVC TEE FOR SIDEIWIER SCALE 1 "= 40 FT HORIZONTAL SEE PLAN FOR LOCATION SCALE 1" 2 FT VERTICAL RECORD DRAWING CERTIFICATION THESE DRAWINGS CON TO THE CONTRACTOR CON ON RECORDS. ,.,/w / BY: DATE: /�/•l�✓ TI TLE/P OS I TI I�+9"t dr CONFIRMED BY CITY: DATE: J7 cv L. J c W rD LLJ coca f�! 00 UD f~ M--■I r- C) 00 Z ry I-- C) m ry Z Q Z J Q 5 Cj ry r Z I o V)00 A- mLo Q croo PROJECT REF: FAC04-0002 A. RYKEL -- DESIGN BY 'THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S DATE ENGINEERING DIVISION REQUIREMENTS. 03-128 PROJECT APPROVED BY ,,SHEET C-4 DATE APPROVED �'I`� �'� OF 5 0 SPI 07 l DRIVE AY I DRIVE Y A. d .: e , a d• TYPICAL TRI PLEX UNIT FF 81.50 (VARIES SEE PLAN) 3RD STREET SE APARTMENTS, AUBURN, WA A PORTION OF THE SW/4 OF SEC. 18, TWP 21N, RGE 5E, W.M. SLOPE D/W'S TO DRAIN TO PAVED ROADWAY DOWNSPOUT DRYWELL (SEE DETAIL THIS SHEET) LOCATE IN FREE DRAINING SOILS PROVIDE MINIMUM OF TWO SEPERATE DRYWELL FOR EACH DWELLING UNIT 4" ADS TO ROOF DRAINS SMOOTHWALL N12 ADS OR EQUAL PLAN VIEW — TYPICAL ONSITE INFILTRATION FOR INDIVIDUAL LOT DRAINAGE SYSTEMS STORMCEPTOR WATER QUALITY MH (MODEL STC 450 PER DETAILS THIS SHEET RIM 81.00 SOLID LOCKING LID IE 74.75 12" IN IE 74.25 12" OUT INFILTRATION CB 1-4 TYPE II-48 W/ SOLID LOCKING LID RIM 80- 0 IE ? -69 8" COMM 2 LENGTHS 55 LF 8" PERFORATED SDR 35 PVC SD S=0.00% AT 10' O.C. SEE TYPICAL TRENCH SECTION A 5 2 rlD� D E 65 +L: A a sP FF LDG F F F81.00 8" DIA CLEANOUT AT 3 PLACES USE SDR 35 PVC RISER W/ 8 REMOVABLE CAP - RIM 81.00 IE 74.25 8" COMM CB #1 TYPE I CB W/ STANDARD FRAME & GRATE RIM i'9.50 IE 75.35 8" OUT IE 74.94 12" COMM PLAN VIEW RETENTION SYSTEM SOLID CONC. LID - LIFTING HOOK 6" TIGHTLINE FROM DOWNSPOUTS \--SURROUND DRYWELL W/ 1" MIN. CLEAN WASHED GRAVEL --- WRAP TRENCH W/ FILTER FABRIC TOP AND SIDES ONLY DIA SLOTTED ADS PIPE LAID ON END OPEN BOTTOM DOWNSPOUT YARD DRAIN DRYWELL N TS THIS DETAIL IS FOR ROOF DRAINS AT EACH BUILDING AT LOCATIONS AS SHOWN ON C-3 �� Hydro Conduit DR, BY: N. BALDWIN STC 450i Precast Concrete Stormceptor DATE: M Suwm �e w 450 US Gallon Capacity) 20, 200 SCALE; ARCH ARCH PROJECT; LOCATION: DW134 FRAME & GRATE TOP OF GRADE 5"_ GRADE ADJUSTERS 24" ` 8" ,Q a a HANDLE FOR 4"0 PVC PIPE VARIES REMOVABLE MIN. 15" HIG DOME AND TEE w/4" CAP STORMCEPTOR wmi ARD INSERT PIPE INLET QO Q� - - SEE NOTE 2 4"0 PVC PIPE OUTLET CLEANOUT/VENT PIPE To�J 1 T RISER PIPE • � _� INLET 4'°� INLET 4 0 OUTLET ' ° 60 \pmin. _ I OUTLET DOWN PIPE RISER PIPE (REMOVABLE) ** IF 48"0 5„ NEEDED 4 8" :� INSERT DOME AND TEE HERE 8 (TEE OPENINGS TO FACE SIDE WALLS) SECTION THRU CHAMBER SECTION THRU PLAN VIEW NOTE 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHERE APPLICABLE. 2. THE COVER SHOULD BE POSITIONED OVER THE 4"0 CLEANOUT/VENT PIPE AND THE 4"0 INLET DOWN PIPE. 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OFF THE FOLLOWING U.S. PATENTS: #4985148, #5498331, #5725760, #5753115, #5849181. 4. CONTRACTOR TO PROVIDE CRANE TO SET UNIT (HEAVIEST SECTION WEIGHS 5000 LB) TOP ROCK FILLED TRENCH LANDSCAPE AREA ELEV 75.50 WRAP ROCK FILLED TRENCH W/ MIRAFI FABRIC TOP AND SIDES ONLY TO BE WRAPPED PERFORATED PIPE WITH PERFORATIONS ' -.. i TO THE SIDE OR IN A DOWNWARD DIRECTION. MIN 4 -1/2 DIA HOLES/SET - 0 UNIFORM SPACING OF 6" O.C. "I 5' 1/PIPES 5, iE 8" SD 74.00 I - 100/24YR WS 74.70 " "` — 2YR WS 72.00 20'WX65'L BOTTOM OF INFILTRATION AREA WASHED DRAINFIELD ROCK 1-1/2" IN TRENCH TYPICAL INFILTRATION TRENCH SECTION A —A N TS LANDSCAPE AREA SOLID LOCKING LID SET RIM ELEV TO 80.0 ,i- ADJUSTING RINGS (AS REQUIRED) FINSTALL 8" PVC TEE W/ CAP ON TOP 76.00 TOP GVL TEE IN CB 1-1 ONLY 74.67 TOP PIPE 8" PERF SD SDR 35 PVC ❑ 8" PERF SD SDR 35 PV (❑ WRAP TOP AND SIDES OF TRENCH W/ 21 MIRAFI 10OX FILTER FABRIC IE 74.0 8" COMMON ❑ I 6' I ❑ El ❑ El-' SURROUND DRYWELL WITH DRAINFIELD ROCK 1-1/2 INCH DRAINFIELD ROCK 0-E1 ❑ 2-1/4" SQ PERFORATIONS (TYPICAL) '--- 4.5' (OUTSIDE) 3' 48 . HEAVY WALL DRYWELL {...{ 68 5 BTM GVL _ INFILTRATION CATCH BASIN DETAIL ' NTS • INSTALL THIS CB AT INLET TO RETENTION SYSTEM SEE ' DETAIL THIS SHEET AND C-3 NOTE: INFILTRATION SYSTEM CAPACITY VERIFIED AT 3 MIN/INCH, 199 •-GIST :•'• ACTUAL INFILTRATION RATES -VERY RAPID, (LESS THAN 1 MIN/INCH) s�ON SYSTEM FACTOR OF SAFETY 300% RECORD DRAWING CERTIFICATION THESE DRAWINGS ,OF FORM TO THE CONTRACTOR'SRUCTION RECORDS. BY: DATE TITLE/POST ONLY/IOat /t�i//�C v� CONFIRMED BY CITY: DATE: EXPIRES 6/4/2005 � N �z w S� 0 Cn � U Z O_ o.. j w o 0:: ui Ln lid = _,_-: N 00 U W E; —� 0 a) x o ow w 00 � r7 � N 1 �c �- _ 1 1 1 a �o L. j cw c C/ 3 o, > - I c w V� v +, o0 >— C U o c j U � u� ✓1 w� U� a 00 0) H o z ►=� C) m < V J \� Z fir` ~ Q � Lz N l V V V (/ ) 00 z z Ln 0 ►►�� � 0 E-� m D N PROJECT REF: FAC04-0002 A. RYKELS DESIGNED BY THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S I DATE ENGINEERING DIVISION REQUIREMENTS. _ 128 PROJECT N0. APPROVED BY ��:..�'� SHEET C-5 DATE APPROVED D OF 5 NO°36'54"E Y Y W W �V V� �V `V J• 'IV 4, V Y W ^Y W V •V W y r 4.4W y W y � � � W o v/ I,� �f ;oho•, � _ I :7 I LEGEND f� STREET LIGHT ® SANITARY SEWER MANHOLE NEW PAVEMENT ® STORM DRAIN MANHOLE --� EXTRUDED CURB ® STORM DRAIN CATCHBASIN NEW CEMENT CONCRETE FIRE HYDRANT • POWER POLE WATER VALVE o TELEPHONE RISER ° WATER METER 3RD STREET SE APARTMENTS, AUBURN, WA A PORTION OF THE SW/4 OF SEC. 18, TWP 21N, RGE 5E9 W,M* _ ZD t\j 00 150.06 n 50.02 I x C C - p ,r"'S • • rf 00 — p W V !Tw- t O F 60 x < 5 00 o 0 -00C An✓. -0co C C C> � ' �, --a a o • t° ' o0 a —I o0 N F— low .. I— o C Ji ©XM oxo • 'I PLANTING PLAN SCALE = 1" = 20' ®f�IIW BENCH NIA RK 152 (_/) 00 Q0 CA N FT] 00 MQ0 00 M w PROJECT LOCATION r S PROJECT VICINITY MAP (NOT TO SCALE) MAINTAIN GROUNDCOVER THROUGHOUT INSTALL 6FT HIGH SOLID WOOD FENCE 25' /W I I AROUND PERIMETER OF SIT PR AC N 0o 36 54 V FROM P/L 282.44 00 TO CURB a M .$ CO " fT � l l (0 Q0 M�11 0 � r". v ' I T I W T W ^ �/'�o / r- V / '*,� L�',w `y wh"` h .i4.,. `y �,4.R' '. Mt*^. bf• 1'�'.,' 'h 'S ,S i �M,. .�. 1. h ya.\3i`ry';\. i��'�.: .,a � r �1, a1,yaCw k,�O`^\'\ •�• VI (�/�) QY _ 4yt 1. �'4• °A CD .1�4.\b�AZ., 70 QO CP EXISTING' N II BUILDING yWw FF=79.50y W W y rri ii O0 00 180.00 SO°36'54'W CD BENCHMARK 23—A ELEV 79.12 NAVD 1988 MONUMENT AT THE CENTERLINE OF "M" STREET SE AND FOUTH STREET SE. ON SITE TBM: FINISH FLOOR OF EXISTING BUILDINGS AS INDICATED ON THIS MAP. 0 1 20 40 Scale 1" = 20' CONTOUR INTERVAL 1 FEET x O0 I I EXIST 20 ROWFROM CENTERLINE ►_.' Record Drawing Certification These drawings confrom to the contractor's construction records. BY: Date: Title/Position: Confirmation by City: Date: rn_ X �C/) 5E � ?Ault/ C1 T a✓R I SLA":6 ARE ciom R6cwteev P."6 (p'ce'C oL PROJECT REF: F AC 0 4 - 0002 This plan sheet conforms with the City of Auburn's planning Departtm��ent minimum landscape requirements. Approved B � / ,,/ , pp Y SO' Date Approved: 0�o.00.O o 0 z w 0 F- v w o_ w a a cn a 0 z En w o w w � w x STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT FRANK WILLIAM BUSHELL CERTIFICATE NO. 255 W M U Q o I 5L1GO od r GO Q 0 r� S Cd Cn rn o U rj IN ~ N N N'SM0 T U xo m <4 LL. o V i z W CD z r m Q W LiJ Cn Cn Q:� o N7 (� x O o0 x_ 0) Q zz o� U :D m :D <C V) � O Q Jz Q�� U L N ocn00 � U m � =) O m �} 5C`J= Q N-) n F.W. BUSHELL DESIGNED BY 2-02-2004 DATE 03-128 PROJECT NO. SHEET L— 1 1 OF 2 r 32.1 1754 w GENERAL PLANTING NOTES 1. The landscape contractor shall be responsible for familerizing themselves with other site improvements prior to starting any work on the project. 2. The landscape contractor shall use caution while excavating to avoid disturbing any utility. If utilities are disturbed the contractor shall at once notify the general contractor, owner or anyone that would have interest in the disturbance. The landscape contractor shall call for a complete locate prior to start of work. 3. The landscape contractor shall be responsible for computing the correct quantities of plant materials, amounts of materials such as soil, bark and any other required materials and labor etc. needed to complete the project. 4. Ground cover shall be planted in an equlateral triangular spacing pattern at the spacing shown on the plan set materials legend. Where ground covers abut a curb, walk or planting bed edge the minimum spacing to the edge is 12" from the center of the plant. 5. All sub —grades shall be set by the general contractor to 1 /10th of an inch of finish grade less the depth of the specified imported topsoil depth. 6. A minimum depth of 4" three way imported topsoil shall be used in all planting areas. 7. Rototill all planting areas to a depth of 6" except areas that slope and tilling would jeoperdised stability 8. Provide a minimum depth of 2" medium bark mulch in all new shrub beds, keep mulch off plant trunk. 9. Fertilize all plantings with agro transplant fertilizer 4-2-2 per the manufacturers specifications. 10. Fertilize all plantings with agriform tablets per the manufacturers specifications. 11. All plant materials shall conform to the current edition of the A.A.N. standards for nursery stock. Any replacements of dead or damaged stock shall be completed at once. 12. The landscape contractor shall maintain the landscape Burring and through construction and until final acceptance. 13. The landscape contractor is to providea design/build irrigation system design for approval. Separating shrub beds and lawn areas. 14. The landscape contractor shall guarantee and warantee all materials and workmanship for a period of one year and/or one complete growing season 15. There shall be no changes to the approved landscaping plans without prior approval from the Landscape Architect and the City of Auburn. PLAN SYMBOL 0 0 1\ PLANT MATERIAL SCHEDULE BOTANICAL NAME SIZE COMMON NAME ROOT CONDITION Acer rubrum 'armstrong' 1-112" caliper Armstrong Maple B & B 45' height x 15' spread deciduous Acer circi natum 6' /7' height Vine Maple B & B 15' height x 10' spread deciduous Chamaecyparis nootkatensis 'Pendula' 10'/12' height Weeping Alaskan Cedar B & B 30' height x 10' spread evergreen Juniperus cxhinensis 'Torulosa' 5 gallon Hollywood Juniper container 15' height x 10' spread evergreen Populus tremula 'Erects' 1-3/4" caliper Swedish Columnar Aspen B & B 40' height x 10' spread deciduous Pinus strobus ' Fastigata' 6' height Fastigiata White Pine B & B 30' height x 10' spread evergreen Tillia cordata ' Corzam' 1-1/2" caliper Corinthin Linden B & B 45' height x 15' spread Deciduous Thu ja plicata ' Fastigiata' 6' height Hogan Red Cedar B & B 40' height x 12' spread evergreen Thu ja occidentalis 'Holmstrup' 6' height """" Holmstrup American Arborvitae B & B 8/10' height x 2/4'spread evergreen Hebe buxifolia 'Patty's Purple' 5 gallon O Patty's Purple Boxleaf Veronica container growth to 3', mounding evergreen Mahonia aquifolium 5 gallon Oregon Grapeholly container 3/5' height evregreen Nandina domestics 5 gallon Heavenly Bamboo container Growth to 6' height evergreen Prunus laurocerasus 'Otto Luyken' 5 gallon O Otto Luyken Cherry Laurel container 4' height x 6' spread evergreen ® Mahonia nervosa 1 gallon Cascades Mahonia container 2' height, mounding evergreen Nandind domestica 5 gallon Heavenly Bamboo container 6' height cames evergreen JM Rhododendron 'Jean Marie de Montague' 5 gallon Jean Marie de Montague Rhododendron container 4' height, mounding evergreen Rhododendron 'Unique' 5 gallon Unique rododendron container 4' height, mounding evergreen Rosmarinus off icinalis 'Tuscan Blue' 5 gallon Tuscan Blue Rosemary container 6' height, stiff upright evergreen Spirea nipponica 'Snowmound' 5 galllon Snowmound Nippon Spirea container 3' height x 4/5' spreading evergreen Viburnum tinus 'Spring Bouquet' 5 gallon Spring Bouquet Laurustinus container 5/6' height, mounding evergreen Helictotrichon sempervirens 1 gallon Blue Oat Grass container 2' - 3' height grass like evergreen Arctostaphylos uva-ursi 'Emerald Carpet' 4" pots Emerald Carpet Common Bearberry container 10" to 18" height, spreading evergreen plant at 24" on center hydroseeded fine lawn by "DF Marks Mix; Y V+ W W W Fine Blade Mix #20046 Provide 4" depth of three-way imported topsoil to all new planted areas, till into subgrade. Provide 2" of medium grind bark mulch to all shrub beds. PROVIDE A 4" DEEP WATERING BASIN. WATER IN THE TREE THEN REMOVE AFTER TREE IS WATERED IN THOROUGHLY \ TOPSOIL PER SPECIFICATIONS 2-2"X2" FIR STAKES, PRE —STAINED BROWN. DRIVEN INTO STABLE UNDISTURBED SOIL. PARALLEL, EVEN TOPPED & UNSCARRED 2— HOSE AND 12 GUAGE WIRE TIES NAIL WIRE TO STAKE TO STABILIZE /—FINISH GRADE / r—ROUGH GRADE 0 111=1 I II I II 11=1 ' PLANT PIT 1 111— EXCAVATED TO — —— = _ +++++++ I- 1-1/2 TIMES THE I— ROOTBALL DEPTH AND I I' 5 TIMES THE WIDTH ' '—III I III I I I „ PULL BACK 1/2 OF BURLAP 4 DIA.PERFORATED DRAIN LINE, AND CUT WIRE BASKET USE IF REQUIRED, RUN TO IF ATTACHED DAYLIGHT AGRIFORM FERTILIZER TABLETS HAND COMPACTED BACKFILL MIX QUANTITY PER MANUFACTURE'S MOUNDED TO SUPPORT THE TREE ROOT SPECIFICATIONS BALL CROWN 1" ABOVE THE FINISH GRADE WHILE BEING BACKFILLED WITH THE SPECIFIED BACKFILL MIX TREE PLANTING AND STAKING DETAIL MULCH: USE SPECIFIED MULCH AT SPECIFIED DEPTH, TAPER DEPTH TO PLANT TRUNK. TOPSOIL PER SPECIFICA I N.T.S. PROVIDE A 4" DEEP WATERING BASIN AROUND SHRUB. WATER IN THE SHRUB THEN REMOVE BASIN FINISH GRADE —ROUGH GRADE III —III —III —I 0 k PLANT PIT BACKFILL MIX EXCAVATED TOPER SPECIFlCATIONS 2 TIMES THEROOTBALL DEPTH AND 3 TIMES THE WIDTHPULL BACK 1/2 OF BU4" DIA.PERFORATED DRAIN LINE, AND CUT WIRE BASKET USE IF REQUIRED, RUN TO IF ATTACHED DAYLIGHT HAND COMPACTED BACKFILL MIX AGRIFORM FERTILIZER TABLETS QUANTITY PER MANUFACTURE'S MOUNDED TO SUPPORT THE TREE ROOT SPECIFICATIONS BALL CROWN 1" ABOVE THE FINISH GRADE WHILE BEING BACKFILLED WITH THE SPECIFIED BACKFILL MIX `,,)N ,' GA',- ,LON AND I,AP,.GER MATERIAT., SHRUB PLANTING DETAIL copyright One Leaf Publishing Co. N.T.S. DECIDUOUS AND EVERGREEN MULCH: USE SPECIFIED MULCH AT SPECIFIED DEPTH. TAPER MULCH TO PLANT TRUNK AREA. GROUND COVER ROUGH GRADE SPECIFIED TOPSOIL SHRUB AND GROUNDCOVER PLANTING copyright One Leaf Publishing Co. N.T.S. 1/2 EQUAL EQUAL -,edgo".ot, planting area plant " TRIANGULAR SPACING DETAIL Copyright One Leaf Publishing Co. Record Drawing Certification These drawings confrom to the contractor's construction records. BY: Date: Title/Position: Confirmation by City: Date: N.T.S PROJECT REF: FAG04-0002 This plan sheet conforms with the City of Auburn's planning Department minimumlandscaperequirements. Approved By: wJ Date Approved: 0(4o•O6-S� fn z 0 v� LLJ STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT FRANK WILLIAM BUSHELL CERTIFICATE NO. 255 0 I U¢ (C) 00 � 5 rV _l 2 Q00 �J Q Q N V) O� � Q N m HU-) u7 ro N (-q ro U ��w Z [—+Q �00 m GL UILL. D- z Cn p HED Z z WC/') C—+ z f� m Ww Z 00In 0 � C/' U X M x a� Z O U a o U� A ft� < con � O < 0 z H�::DW) A N z I w00 EnL0 00 A"r N F. W. Bushell DESIGNED BY 2-02-2004 DATE PROJECT NO. SHEET T 2 OF 2 03zi ,5k& -7 cs 0 1161f