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HomeMy WebLinkAbout06D1874GRAPHIC SCALE 100 0 50 100 200 = Oil � immF ( IN FEET ) 1 inch = 100 ft. AREA 19 APARTMENTS PHASE 1 - COVER SHEET A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANGE 5 EAST CITY OF AUBURN, PIERCE COUNTY, WASHINGTON LEGAL DESCRIPTION LOT 1 OF THE LOT LINE ADJUSTMENT AFN 200212091090 OF LOTS 1 AND 2 OF AUBURN SHORT PLAT - AFN 200108160470 TO TOGETHER WITH TRACT D OF RECORD OF SURVEY FOR 20 ACRE SITES PER AFN 9809145005 EXCEPT RIGHT OF WAY FOR LAKE TAPPS PARKWAY EAST EXTENSION PER AFN 200305280714. PARCEL NUMBER= 052006-8001 CONSTRUCTION SEQUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424-5555). 2. HOLD PRECONSTRUCTION CONFERENCE WITH CITY OF AUBURN AND CITY OF BONNEY LAKE. 3. VERIFY THE CONDITION OF THE BMP'S INSTALLED UNDER THE GRADING PERMIT FOR AREA 19. 4. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE CITY OF AUBURN DESIGN STANDARDS (DECEMBER 2003) AND MANUFACTURES RECOMMENDATIONS. 5. INSTALL CATCH BASIN PROTECTION AS REQUIRED. 6. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 7. CALL CITY OF AUBURN FOR INSPECTION. 8. GRADE PROJECT TO PLAN GRADES. 9. INSTALL SANITARY SEWER SYSTEM. 10. INSTALL STORM SYSTEM. 11. INSTALL WATER SYSTEM. 12. INSTALL ALL OTHER UTILITIES. 13. HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN UNWORKED. 14. PAVE SITE. 15. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS. 16. VERIFY STABILIZATION OF SITE. 17. CALL CITY OF AUBURN FOR SITE INSPECTION. BENCHMARK BRASS MON. AT S.E. CORNER OF B.N.R.R. BRIDGE SPANNING THE STUCK (WHITE RIVER) (REFERED TO UNDER PIERCE COUNTY DATUM AS B.M. 0-11 (USGS) STD. DISK STAMPED "100 1913" ELEVATION = 104.23 (CITY OF AUBURN) T.B.M. CENTER OF SANITARY SEWER MANHOLE LID 5' NORTH AND 6' WEST OF INTERSECTION OF EVERGREEN WAY S.E. AND 58th PL. S.E. ELEVATION 576.31 (AUBURN) DATUM (►yGVEM VER-) NAVD88 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" (2002AATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS 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. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND 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 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 CITYS "RECORD CONSTRUCTION DOCUMENT' HANDOUT. LEGEND ® EXISTING STORM DRAIN TYPE If CATCH BASIN ❑ EXISTING CATCH BASIN p EXISTING SANITARY SEWER MANHOLE ■ PROPOSED CATCH BASIN ■0 PROPOSED STORM DRAIN TYPE It CATCH BASIN • PROPOSED SANITARY SEWER MANHOLE • PROPOSED SANITARY SEWER CLEANOUT ►f-+ PROPOSED TEE ►� PROPOSED HORIZONTAL BEND + PROPOSED CROSS PROPOSED FIRE HYDRANT ►1 PROPOSED GATE VALVE E PROPOSED MECHANICAL JOINT ®I PROPOSED CAP AND PLUG UBLY SHEET INDEX SHT 1 SHT 2 SHT 3 SHT 4 SHT 5 SHT 6 SHT 7 SHT 8 SHT 9 SHT 10 SHT 11 SHT 12 SHT 13 SHT 14 SHT 15 SHT 16 SHT 17 SHT 18 SHT 19 SHT 20 SHT 21 SHT 22 SHT 23 SHT 24 SHT 25 SHT 26 SHT 27 SHT 28 SHT 29 SHT I4A FIRE NOTES 1. FIRE DEPARTMENT LANES SHALL BE POSTED PER ACC 10.36.175 AND APPROVED BY THE FIRE MARSHALL. 2. PHASING SHALL NOT KEEP THE FIRE DEPARTMENT ACCESS REQUIREMENTS FROM BEING ENFORCED. 3. NO COMBUSTABLE FRAMING UNTIL FIRE HYDRANTS ARE OPERATING. FIRE SPRINKLER NOTES; 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 DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITYS WATER SYSTEM WHEN REQUIRED FOR REPAIR. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE (A L_POO'rf" -�04 Cl GINEER DATE VICINITY MAP SCALE 1" = 1/2 MILE COVER SHEET NOTES & DETAILS OVERALL GRADING PLAN GRADING & T.E.S.C. PLAN GRADING & T.E.S.C. PLAN GRADING & T.E.S.C. PLAN GRADING & T.E.S.C. PLAN GRADING & T.E.S.C. PLAN WATER & SEWER NOTES & DETAILS UTILITY PLAN (ALIGNMENT D STA 90+50 TO STA 95+00) UTILITY PLAN (ALIGNMENT D STA 95+00 TO STA 99+29.87) UTILITY PLAN (ALIGNMENT E STA 193+00 TO STA 197+00) UTILITY PLAN (ALIGNMENT E STA 197+00 TO STA 200+00) UTILITY PLAN (ALIGNMENT A STA 1+00 TO STA 5+00) UTILITY PLAN (ALIGNMENT A STA 5+00 TO STA 9+00) UTILITY PLAN (ALIGNMENT A STA 9+00 TO STA 13+00) UTILITY PLAN (ALIGNMENT A STA 13+00 TO STA 17+00) UTILITY PLAN (ALIGNMENT A STA 17+00 TO STA 21+00) UTILITY PLAN (BYPASS EAST STA 600+00 TO STA 602+50) UTILITY PLAN (ALIGNMENT B STA 30+00 TO STA 32+00) UTILITY PLAN (ALIGNMENT B STA 32+00 TO STA 35+00) UTILITY PLAN (ALIGNMENT B STA 35+00 TO STA 38+50) UTILITY PLAN (ALIGNMENT F STA 300+00 TO STA 301+41) UTILITY PLAN (ALIGNMENT SS STA 500+00 TO STA 504+50) UTILITY PLAN ALIGNMENT FM STA 1+00 TO STA 3+25.20) COMPOSITE UTILITY PLAN (WEST 1/2) COMPOSITE UTILITY PLAN (EAST 1/2) EASEMENT EXHIBIT (WEST 1/2) EASEMENT EXHIBIT (EAST 1/2) CHa 44r1ELIZATiOj,4 PLAN ENGINEER/SURVEYOR APEX ENGINEERING PLLC 2601 S. 36TH ST. SUITE 200 TACOMA, WA 98409 (253) 473-4494 OWNER/DEVELOPER EVERGREEN TUCCI PARTNERS, L.L.C. 1302 B PUYALLUP ST. SUMNER, WASHINGTON 98399 (253)826-5318 IMLMES WATER: CITY OF BONNY LAKE SEWER: CITY OF AUBURN POWER: PUGET SOUND ENERGY TELEPHONE: QWEST CABLE: COMCAST .XIS I ING IMPERVIOUS AREA = O PROPOSED PHASE I IMPERVIOUS AREA -= Z38,752 SF ONE -CALL NOTE= #1-800-424-5555 BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN. NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. Q RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONS CTIO ORDS BY: DA TE: I • /�� • TITLE/POSITION: CONFIRMED BY CITY PROJECT REF: i 7 -7- THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: It-05 o 0 0 ti U U U z z J m m N IT, Q Q �h n N "� .Tn �\I- I ('' "ON - - F IIIL illllll�� 1. POWER, GAS, CABLE AND TELEPHONE LINE TRENCHES SHALL BE SEPARATED A MINIMUM HORIZONTAL DISTANCE OF FIVE FEET (5') FROM WATER MAINS, SANITARY SEWERS, AND STORM DRAINS. 2. ALL TRENCH EXCAVATIONS SHALL MEET OR EXCEED STATE AND FEDERAL SAFETY REQUIREMENTS AND CONFORM TO THE FOLLOWING REQUIREMENTS: A. FOLLOW CITY OF AUBURN STANDARD DETAILS, TRAFFIC-01, TRAFFIC-02 OR TRAFFIC-03. B. ALL WATER, SANITARY SEWER, AND STORM DRAINAGE PIPES SHALL BE BEDDED WITH 5/8 INCH MINUS CRUSHED ROCK. BEDDING SHALL EXTEND A MINIMUM OF SIX INCHES (6") UNDER AND OVER THE PIPE. C. IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE GRAVEL BORROW PER WSDOT STANDARD SPECIFICATION 9-03.14. IN CASES WHERE THE TRENCH IS PERPENDICULAR TO THE CITY STREETS, 5/8 INCH MINUS CRUSHED ROCK SHALL BE USED FOR THE FULL TRENCH DEPTH. D. FOR UTILITY TRENCHES WITHIN THE CITY RIGHT-OF-WAY, BACKFILL SHALL BE COMPACTED TO A MINIMUM OF NINETY-FIVE PERCENT (95%) OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM 1557). 3. AN APPROVED FIRM SHALL CONDUCT DENSITY TESTS ON THE FILL MATERIAL, AS THE TRENCH IS BEING BACKFILLED. THESE TESTS SHALL BE PERFORMED WITH ENOUGH FREQUENCY TO ENSURE THAT COMPACTION REQUIREMENTS ARE BEING MET. ALL TEST RESULTS SHALL BE SUPPLIED TO THE CITY. 4. THE MAXIMUM LAYING LENGTH SHALL NOT EXCEED TWELVE FEET SIX INCHES (12' 6") FOR SDR 35 PVC PIPE. 5. ALL PIPES CONNECTED TO MANHOLES AND CATCH BASINS SHALL BE TRIMMED FLUSH WITH THE INSIDE WALL. 6. MAXIMUM RIM ADJUSTMENT FOR MANHOLES AND CATCH BASINS SHALL BE FOURTEEN INCHES (14") WITHOUT ADDING NEW SECTIONS. 7. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. TRAFFIC-12. 8. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM AND PLACED SUCH THAT THEY ARE NOT LOCATED IN A DRAINAGE BASIN. 9. NEW MANHOLES SHALL HAVE STENCILED ON THE CASTING THE FOLLOWING "CONFINED SPACE, PERMIT REQUIRED". - ASPHALT SIDEWALK CLASS "B" A.C. PAVEMENT TYPE 6 CEMENT CONCRETE EXTRUDED CURB SEE DETAIL ON 1 THIS SHEET 5' I 12'-13' 12'-13' 1' VARIABLE 7 1 VARIABLE I o --,--STORM SYSTEM L_ J PER PLAN 35' 8" - 37' 8" PAVEMENT SECTION PER DETAIL THIS SHEET DRIVEWAY DETAIL (ROADS) N. T. S. SIDEWALK aiur n„Un CITY OF AUBURN STORM DRAINAGE CONSTRUCT 7ON NOTES 1. PRIOR TO CONSTRUCTION OF STORM DRAINAGE FACILITIES, THE CONTRACTOR SHALL OBTAIN STORM PERMITS FROM THE CITY OF AUBURN. 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF ALL POINTS OF CONNECTION TO THE EXISTING STORM DRAINAGE SYSTEM. 3. DURING CONSTRUCTION, PERMANENT STORM DRAINAGE SYSTEMS SHALL BE PROTECTED FROM SILT CONTAMINATION. IF SILT CONTAMINATION OCCURS, THE CONTRACTOR SHALL TAKE WHATEVER MEASURES NECESSARY TO REHABILITATE THE SYSTEM. 4. ACCEPTANCE OF PUBLIC STORM DRAINAGE SYSTEMS SHALL BE SUBJECT TO A LOW-PRESSURE AIR TEST, CLEANING, AND TELEVISION INSPECTION. PRIVATE STORM DRAINAGE SYSTEMS WILL ONLY NEED TO BE AIR TESTED AND CLEANED. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT AND PERSONNEL FOR CONDUCTING THE TESTS. AIR TESTING SHALL BE DONE UNDER THE OBSERVATION OF THE CITY IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 7-04.3(1)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 7-04.3(1)G. 5. PRIOR TO THE ACCEPTANCE OF A BIOSWALE AS PART OF THE STORM DRAINAGE SYSTEM, THE REQUIRED VEGETATION MUST BE WELL ESTABLISHED. IN ADDITION, THE VEGETATION IN THE BIOSWALE SHALL BE GUARANTEED ALONG WITH THE REST OF THE PROJECTS LANDSCAPING. 6. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED "DUMP NO WASTE - DRAINS TO" EITHER "STREAMS", "WETLANDS," OR "GROUNDWATER" AS APPLICABLE. NOTES THESE DETAILS MAY BE OBTAINED FROM THE CITY OF AUBURN. THESE DETAILS SHALL BE ON THE JOB SITE WHENEVER STORM WATER CONSTRUCTION OR SITE GRADING IS IN PROGRESS. CONSTRUCTION ENTRANCE EROSION 01 SILT CONTROL FENCE EROSION 02 CATCH BASIN PROTECTION EROSION 04 CHECK DAMS AND SWALES EROSION 05 TYPICAL PIPE TRENCH DETAIL TRAFFIC 03 SIDE SEWER STUB SEWER 01 24"0 MANHOLE FRAME AND COVER SEWER 04 RESIDENTIAL FOOTING DRAIN DETAIL STORM 07 WATER MAIN BLOCKING LSBL 01 1. INSTALL CONSTRUCTION ENTRANCES AND PERIMETER FILTER FENCE. 2. PROVIDE INTERIM CATCH BASIN PROTECTION FOR ALL EXISTING DRAINAGE STRUCTURES ONSITE AND ADJACENT TO SITE. 3. CONSTRUCT INTERCEPTOR SWALE WITH CHECK DAMS TO DIRECT DRAINAGE TO EXISTING CATCH BASIN. 4. GRADE SITE PER APPROVED GRADING PLAN. 5. PROVIDE CATCH BASIN INLET PROTECTION ONCE STORM SYSTEM IS CONSTRUCTED. 6. GRADE (FILL) SWALE AREAS AFTER STORM SYSTEM IS OPERATIONAL. 7. AFTER CONSTRUCTION IS COMPLETE AND SITE STABILIZED, REMOVE REMAINING EROSION CONTROL MEASURES WITH APPROVAL OF CITY INSPECTOR. PARABOLIC ------------------- ----------------------------- SECTION A -A - i 12' CURB (WITH DROP FOR AREA 19 APARTMENTS PHASE 1 - NOTES AND DETAILS 51 A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANG 5 EAST 4 , CITY OF AUBURN, PIERCE COUNTY, WASFgNGTON'- CxMSC NOTES 1. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO DISCHARGE FROM THE SITE DURING CONSTRUCTION. 2. NO RUNOFF SHALL BE ALLOWED TO DRAIN TO THE PROPOSED CONVEYANCE SYSTEM UNTIL APPROVED BY THE CITY OF AUBURN. 3. CONTRACTOR SHALL COMPLY WITH THE APPROVED EROSION CONTROL PLANS AND INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSITATED BY FIELD CONDITIONS TO ENSURE NO UNCONTROLLED SURFACE WATER LEAVES THE SITE AND TO LIMIT THE AMOUNT OF EROSION. 4. EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SITE IS STABILIZED AND ONLY WHEN ALLOWED BY THE CITY OF AUBURN. 5. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 6. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 7. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 8. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVED FOR THEIR REMOVAL HAS BEEN RECEIVED FROM THE CITY. 9. 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. 10. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY CLASS " DAYS SHALL BE STABILIZED WITHIN TEN DAYS. A.C. PAVEME FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE TOP OF CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. ROADWA 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 SEVEN DAYS SHALL BE e - n S, O . CURB 1 4. =t _ G - -� e � ' 42:1 MAX. A.0 CURB RAMP DETAIL ( WEST INTERSECTION OF ROAD A & ROAD B ONLY ) N. T. S. 6 1/2" 5 1/2» 1" FACE OF CURB 1 /2» R. I" R. MA TCH ROADWAY SLOPE ° 1/2» R. D 1' - 6" TOP OF ROADWAY CEMENT CONCRETE TRAFFIC CURB AND GUTTER DETAIL N. T. S. NOTE: SEE 2004 STANDARD SPECIFICATIONS SECTION 8-04.3(1)A FOR ANCHORING METHODS 10" B» 5„ 2.5" 2.5" NT Y_\ 1" R=1" _ 6" n -- 6" L=M SIDEWALK BULBOUT & JOINT PARKING UTILITY TRENCH .5' -21% 14' 1 14' 1 6' II 5' _ 2% I 25% --, BULBOUT SIDEWALK PARKING & JOINT UTILITY TRENCH .5' CEMENT CONCRETE VALLEY GUTTER PER DETAIL THIS SHEET CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL THIS SHEET STREET SECTION (ROAD A) N. T. S. 1 " 6" THICK CEMENT CONCRETE CLASS v°s z 3000 2' VALLEY GUTTER DETAIL N. T.S. CONDUCTION ENTRANCE NOTES: t. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING do CLEANING THE APPROACH ON A REGULAR BASIS. 2. IF DIRECTED BY THE CITY ADDITIONAL QUARRY SPALLS MUST BE ADDED. 3_ THE CONSTRUCTION APPROACH MUST BE LOCATED STABILIZED IMMEDIATELY. SEE NOTE - TYPE 6 CEMENT CCETE EXTRUDED CURB DETAIL N.T.S. 3S "B" A.C. PAVEMENT ,, .,,.�-D NATIVE MATERIAL OR BORROW, COMPACT TO 95% 3" FLAT 3" PARABOLIC 10' I 12' SIDEWALK SECTION B-B RAISED CONCRETE CROSSWALK DETAIL N TS all v N ^ Q� PARABOLIC SECTION (t 0.5") TYPE C CURB SECTION N. T. S. NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3 3 62' CONSTRUCT ION ENTRANCE WITH T IRE WASH PAN N.T.S. 2" (MIN) COMPACTED DEPTH ASPHALTIC CONCRETE PAVEMENT CLASS "B" ` 3" MIN. A TB COMPACTED SUBGRADE 1 ­- --------- ---- PAVEMENT SECTION - ROAD A N. T. S. 2" (MIN) COMPACTED DEPTH ASPHALTIC CONCRETE PAVEMENT CLASS "B" 2" MIN. ATE COMPACTED SUBGRADE PAVEMENT SECTION - ROAD B N. T. S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE. TITLE/POSITION: CONFIRMED BY CITY DATE. PROJECT REF: FAC 4-0018 1171,0eftl THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: -V-a- CL_a CL N o 0 z w Lu w CE cmm ck: ca ICE t1 �) N^ 0 4 091) /a 740 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft~ AREA 19 APARTMENTS PHASE I - OVERALL GRADING PLAN A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANCH 5 EAST CITY OF AUBURN, PIERCE COUNTY, WASHINGTON i r '�11111� •� NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. - DATE. TITLE/POSITION: _ CONFIRMED BY CITY DATE: - - r PROJECT REF: FAC 4-0018 I THESE PLANS ARE APPROVED FOR CONFORMAMCE 01H THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. iij �4wk Date Approved: � � --j CL CL 1z, 11Z, a w 0 U J GRAPHIC SCALE 20 0 10 s i inch - 20 fL ----------- _--- __------ -� / AK LEGEND ©CONSTRUCTION ENTRANCE PER CITY / OF AUBURN STD. DETAIL EROSION-01 _ (MAY REQUIRE WHEEL WASH - SEE DETAIL SHT m m m m m m m m CLEARING LIMITS FILTER FABRIC FENCE PER CITY OF F AUBURN STD. DETAIL EROSION-02 ----f IDS TEMPORARY INTERCEPTOR SWALE PER I O CITY OF AUBURN STD. DETAIL EROSION-05� ■ CD CHECK DAM PER CITY OF AUBURN O STD. DETAIL EROSION-05 F5 7-31 PROPOSED FINISH GRADE CONTOUR EXISTING GRADE CONTOUR CATCH BASIN INLET PROTECTION - PROTECTION DURING GRADING SHALL IP Typ BE PER CITY OF AUBURN STD. DETAIL \ EROSION-03. PROTECTION AFTER PAVING SHALL BE PER CITY OF AUBURN \ STD. DETAIL EROSION-04. FF=58p PROPOSED FINISH FLM ELEVATM AREA 19 APARTMENTS PHASE I GRADING AND TE.ac. PLAN A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANGE 5 EAST CITY OF AUBURN, PIERCE COUNTY, WASHINGTON 7APPS PARKWAY- MATCHLINE - SEE SHEET 6 FOR CONTINUATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS 1 TE: TLE/POSITION: wnpum RY rITY KEYMAP �z �o ■z 0 v o� 0 � h��� . 517.50 W Lu P W Co I■W EX. 143 LF 24*0 ADS-N12 ® 4 ■ 1■ 5sa-�'7 HESE PLANS ARE APPROVED FOR CONFORMAI:E NIH HE CITY OF AUBURN'S ENGINEERING DIVISION 'EQUIREMENTS. 1pproved By. )nfa Annrnvarl• u CL CL CL N 0 0 N ^ w w z z m l Q rRI on N ^ nor" • r _.n7 AV GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. ■ ■ ■ AREA 19 APARTWNTS PHASE I - GRADING AND T.E.S.C. PLAN A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANGE 5 EAST CITY OF AUBURN, PIERCE COUNTY, WASHINCTON ��� �� .cam'• / / / / / / / i^ / \ .00 584.30 ` MATCHLINE - SEE SHEET 7 FOR CONTINUATION ■ w KEYMAP LEGEND ©CONSTRUCTION ENTRANCE PER CITY OF AUBURN STD. DETAIL EROSION-01 (MAY REQUIRE WHEEL WASH - SEE DETAIL SHT 2) m m m m m m r m CLEARING LIMITS FILTER FABRIC FENCE PER CITY OF AUBURN STD. DETAIL EROSION-02 -----•f— IDS TEMPORARY INTERCEPTOR SWALE PER CITY OF AUBURN STD. DETAIL EROSION-05 CD CHECK DAM PER CITY OF AUBURN STD. DETAIL EROSION-05 573 PROPOSED FINISH GRADE CONTOUR - -- — — -573— — EXISTING GRADE CONTOUR CATCH BASIN INLET PROTECTION - PROTECTION DURING GRADING SHALL IP TYP BE PER CITY OF AUBURN STD. DETAIL EROSION-03. PROTECTION AFTER PAVING SHALL BE PER CITY OF AUBURN STD. DETAIL EROSION-04. FF=580 PROPOSED FINISH FLOOR ELEVATION NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS go DATE. TITLE/POSITION: — CONFIRMED BY CITY fl" PROJECT REF: FAC J04-0018 ? �� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: o w z ZE Z � Q U U z z Z Y Q J aw:: Z m m m co c Q Q r�,�5\2 5105�-3 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft~ AREA 19 APARTMENTS PHASE I - GRADING AND T.E.S.C. PLAN A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RAKE 5 EAST CITY OF AUBURN, PIERCE COUNTY, WASHINGTON MATCHLINE - SEE SHEET 4 FOR CONTINUATION KEYMAP LEGEND ©CONSTRUCTION ENTRANCE PER CITY OF AUBURN STD. DETAIL EROSION-01 (MAY REQUIRE WHEEL WASH - SEE DETAIL SHT 2) CLEARING LIMITS __ _ f ■ FILTER FABRIC FENCE PER CITY OF ■ O F AUBURN STD. DETAIL EROSION-02 x,P ■ TEMPORARY INTERCEPTOR SWALE PER Q ----�— IDS CITY OF AUBURN STD. DETAIL EROSION-05 GOO CD CHECK DAM PER CITY OF AUBURN 1 � O STD. DETAIL EROSION-05 ■ ' 573 PROPOSED FINISH GRADE CONTOUR ` Q EXISTING GRADE CONTOUR �L Ic CATCH BASIN INLET PROTECTION - PROTECTION DURING GRADING SHALL / ■ Typ BE PER CITY OF AUBURN STD. DETAIL -- I �P EROSION-03. PROTECTION AFTER 1i W PAVING SHALL BE PER CITY OF AUBURN STD. DETAIL EROSION-04. FF=580 PROPOSED FINISH FLOOR ELEVATION �\ ■ W ca uj P NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE. TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC #Q4-0018 ems" THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEEMS DIVISION REQUIREMENTS. Approved By. Date Approved: a nCL CL_ cl- ml o L s Ju z Al, U U U z z z Q o m m m m Q Q Q Q L r� � tsa to GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. MATCHLINE - SEE SHEET 5 FOR CONTIMA710N ■ I., It If ■ i ■ AREA 19 APARTMENTS PHASE I - GRADING AND T.E.S.C. PLAN A PORnoN of sEc-noN s any 7, TOWNSHIP 20 NORTH, RANGE s Easr CITY OF AUBURN, PIERCE COUNTY, WASFNNGTON ■ 0 r m 573 r FF ©CONSTRUCTION ENTRANCE PER CITY OF AUBURN STD. DETAIL EROSION-01 (MAY REQUIRE WHEEL WASH - SEE DETAIL SHT 2) CLEARING LIMITS FILTER FABRIC FENCE PER CITY OF F AUBURN STD. DETAIL EROSION-02 IDS TEMPORARY INTERCEPTOR SWALE PER CITY OF AUBURN STD. DETAIL EROSION-05 CD CHECK DAM PER CITY OF AUBURN STD. DETAIL EROSION-05 PROPOSED FINISH GRADE CONTOUR EXISTING GRADE CONTOUR CATCH BASIN INLET PROTECTION - PROTECTTON DURING GRADING SHALL BE PER CITY OF AUBURN STD. DETAIL EROSION-03. PROTECTION AFTER PAVING SHALL BE PER CITY OF AUBURN STD. DETAIL EROSION-04. PROPOSED FINISH FLOOR ELEVATION IV IC: 'ONTRACTOR IS REQUIRED TO HAVE THE CITY IF AUBURN STANDARD NOTES AND STANDARD )ETAILS AND SPECIFICATIONS AVAILABLE ON JOE 'ITE WHENEVER CONSTRUCTION IS IN PROGRESS. THESE DRAWINGS CONFORMTOTHE CONTRACTOR'S CONSTRUCTION RECORDS Y. ATE: I TLE/POSITION: _ ONFIRMED BY CITY rmv%jtt, i mr-r. THESE PLANS ARE APPROVED FOR DICE NIN THE CITY OF AUBURN'S ENGINEERING Dril" REQUIREMENTS. Approved By. PP Date Approved: or ? �S\2 loA3' GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft» ■ ■ ■ ----------; 1 -----r-- AREA 19 APARTMENTS PHASE I - GRADING AND TES.C. PLAN A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANG 5 EAST CITY OF AUBURN, PIERCE COUNTY, WASHINGTON KEYMAP LEGEND ©CONSTRUCTION ENTRANCE PER CITY OF AUBURN STD. DETAIL EROSION-01 (MAY REQUIRE WHEEL WASH - SEE DETAIL SHT 2) CLEARING LIMITS FILTER FABRIC FENCE PER CITY OF AUBURN STD. DETAIL EROSION-02 ---�- IDS TEMPORARY INTERCEPTOR SWALE PER CITY OF AUBURN STD. DETAIL EROSION-05 CD CHECK DAM PER CITY OF AUBURN STD. DETAIL EROSION-05 573 PROPOSED FINISH GRADE CONTOUR - - - - -573- -- - EXISTING GRADE CONTOUR CATCH BASIN INLET PROTECTION - PROTECTION DURING GRADING SHALL tP Typ BE PER CITY OF AUBURN STD. DETAIL EROSION-03. PROTECTION AFTER PAVING SHALL BE PER CITY OF AUBURN STD. DETAIL EROSION-04. FF-500 PROPOSED FINISH FLOOR ELEVATION NOTE: CONTRACTOR IS REQUIRED TO HAVE ■iE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVALABI.E ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE. TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF. - THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: i kar a- CL CL Q, oo� z E o v z OJ z m Q •r Pn N �- r��- 9\�- � 3�11 3 W 3 N co N / N to a / 3 / 00 N 0 0 Z am /CO N NOTE: THE LSBL DETAILS SPECIFIED BELOW ARE SPECIFIC TO LAKELAND SOUTH PROJECTS SERVED BY BONNEY LAKE WATER AND LOCATED WITHIN THE LAKELAND SOUTH ANNEXATION AREA. THESE DETAILS MAY BE OBTAINED FROM THE CITY OF BONNEY LAKE OR THE CITY OF AUBURN. THESE DETAILS SHALL BE ON THE JOB SITE WHENEVER WATER CONSTRUCTION IS IN PROGRESS. WATER MAIN BLOCKING LSBL-01 FIRE HYDRANT LOCATION LSBL-02 FIRE HYDRANT DETAIL LSBL-03 DEDUCT METER LSBL-04 ADJUSTMENT OF UTILITY LSBL-05 1-INCH AND SMALLER WATER SERVICE LSBL-06a 1-INCH AND SMALLER WATER SERVICE MATERIAL LIST LSBL-06b 2-INCH AIR & VACUUM RELIEF VALVE LSBL-08 2-INCH BLOW -OFF ASSEMBLY LSBL-09 TEMPORARY BLOW -OFF ASSEMBLY LSBL-10 WATER PLAN NOTES 1. TV CABLE, ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET. 2. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED PROFESSIONAL SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 3. DURING CONSTRUCTION, THE PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 4. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE MINIMUM THICKNESS CLASS 50. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A- 21-4 OF LATEST REVISION. 5. ALL WATER MAINS SHALL HAVE MINIMUM COVER OF 42 INCHES. 6. 12" AND UNDER VALVES FOR WATERLINES SHALL BE RESILIENT WEDGE GATE VALVES. VALVES OVER 12" SHALL BE BUTTERFLY VALVES. 7. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS SHALL BE EITHER MECHANICAL -BOLTED TYPE OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. 8. PIPE FITTINGS: PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL BE THE SAME KIND OF COATING, LINING, AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATION A-21.10 AND A-21.22 OF LATEST REVISION. 9. HYDROSTATIC TESTS OF THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE "PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES" AND THE LATEST PROVISIONS OF AWWA C-600, EXCEPT AS MODIFIED BY THE CITY OF BONNEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORKS DESIGN STANDARDS, SECTION 4.07(14) AND HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 10. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER LINE AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C-601, EXCEPT AS MODIFIED BY THE CITY OF BONNEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORKS DESIGN STANDARDS, SECTION 4.07(14). 11. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER STANDARD DETAILS LSBL-6 AND LSBL-6A. 12. SERVICE LINES SHALL BE A MINIMUM 3/4 INCH AND SHALL CONFORM TO THE STANDARD DETAILS LSBL-6 AND LSBL-6A UNLESS OTHERWISE NOTED ON PLAN. 13. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER LAKELAND SOUTH - BONNEY LAKE STANDARD DETAILS NO. LSBL-1. 14. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO LAKELAND SOUTH - BONNEY LAKE STANDARD DETAILS NO. LSBL-2 AND LSBL-3 AND SIX-INCH PIPES TO HYDRANTS SHALL BE CLASS 53 DUCTILE IRON. 15. CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER METER/SERVICE PERMITS FROM THE WATER PURVEYOR PRIOR TO CONSTRUCTION. 16. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE INACCORDANCE WITH THE LAKELAND SOUTH - BONNEY LAKE STANDARD DETAIL NO. LSBL-5. 17. WATER SERVICES SHALL BE PER DETAILS LSBL-6 AND LSBL-6A. LOCATION OF WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION, UPON AUTHORIZATION OF THE CITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN THE EXACT LOCATIONS ARE DETERMINED. 18. BLOW -OFF VALVES SHALL BE CONNECTED TO THE WATER MAIN PER LSBL-8 OR LSBL-9 AS APPLICABLE. 19. WATERLINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 20. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER LAKELAND SOUTH - BONNEY LAKE DETAIL NO. LSBL-4 AS APPLICABLE. 21. STREET CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW) 15 FEET EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. 22. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. AIR AND VACUUM RELIEF VALVE SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-7. BLOWOFF ASSEMBLY SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-8. 23. WATER LINE CONSTRUCTION SHALL CONFORM TO CITY CONDITIONS AND STANDARDS FOR EXTENSIONS TO THE CITY WATER SYSTEM. CONTRACTOR REQUIRED TO POSSESS THE LATEST REVISION OF SAID STANDARDS DURING CONSTRUCTION. 24. ALL DEFLECTIONS OF DUCTILE IRON PIPE TO BE PER MANUFACTURER'S RECOMMENDATIONS. 25. TYPICAL LOCATION FOR HYDRANTS, BLOWOFFS, AND AIR/VACS SHALL BE 2 FT. BEHIND WALK WHERE WALK IS ADJACENT TO CURB AND 3 FT. BEHIND CURB WHERE WALK IS BEHIND PLANTER STRIP (IF APPLICABLE). 26. INDIVIDUAL PRESSURE REDUCING VALVES (PRV'S) ARE REQUIRED FOR EACH BUILDING. SANITARY SEWER CONSTRUCTION NOTES 1. THE LOCA71ON OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY 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 OF THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 4. ALL SIDE SEWERS ARE STATIONED FROM THE PRECEDING DOWNSTREAM MANHOLE. 5. ALL SIDE SEWERS ARE 6" PVC ® 2% MINIMUM UNLESS OTHERWISE NOTED. STUBS ARE TO EXTEND TEN FEET ONTO EACH LOT WITH A MINIMUM DEPTH OF FIVE FEET. A CLEANOUT SHALL BE PLACED AT THE AFOREMENTIONED POSITION ON ALL STUBS. SEE THIS SHEET FOR TYPICAL SIDE SEWER CONNECTION DETAIL AREA 19 APARTMENTS SANITARY SEWER AND WATER NOTES AND DETAILS A PORnoN of sEcnoN s any 7, TOWNSHIP 20 NORTH, Rangy s Easr CRY OF AUBURN, PIERCE COUNTY, WASHINGTON SIDE SEWER CONNECTIONS SHALL BE MADE WITH A TEE PER CITY OF AUBURN STANDARDS. SANITARY SEWER MAIN STORM FMAIN 1' MIN PVC 0 2% (TYP) ROOF DRAIN 6"- 8" PVC 0 17. MIN IE SHOWN ON PLANS IS AT CLEANOUT 2% 1' MIN TYPICAL SIDE SEWER CROSSING BELOW UTILITY NTS NOTES: 1. SIDE SEWER CROSSINGS WITH LESS THAN 1' VERTICAL SEPARATION FROM PROPOSED UTILITIES SHALL BE DUCTILE IRON CLASS 52. 2. ADDITIONAL BUILDING SEWER CLEANOUTS SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED ONE HUNDRED (100 FEET IN STRAIGHT RUNS AND FOR EACH CHANGE IN DIRECTION EXCEEDING (35) DEGREES. 3. BUILDING SEWER CLEANOUTS SHALL CONFORM TO CITY OF AUBURN STANDARD DETAIL SSCO-1. 4. VERTICAL BENDS IN SIDE SEWERS SHALL OCCUR ONLY AT LOCATIONS WHERE UTILITY CONFLICTS OCCUR. NO VERTICAL BEND SHALL BE ALLOWED IN THE PUBLIC R.O.W. OR WITHIN A UTILITY EASEMENT. ATTACH 4" DISCHARGE HOSE 4" GALV. 90' BEND 4" GATE VALVE 4" GALV. IRON PIPE THREADED LENGTH TO FIT 4" GALV. IRON PIPE THREADED LENGTH TO FIT 4" 90' WITH 4" CLOSE NIPPLE BETWEEN CAP/BLIND FLANGE AND 4" 90' BEND PROVIDE CONCRETE THRUST BLOCKING (NOT SHOWN) 4" TEMPORARY BLOW OFF ASSEMBLY N. T.S. MANHOLE FRAME AND COVER 48w0 MH PER BRASS SUCTION ADAPTOR i CAST INTERNAL LUG FEMALE ' SWIVEL ADAPTOR TO CONVERT 2 1/2w NP "T" FEMALE TO 2 1/2" HOSE THREAD, ELKHART , MODEL NO.419 OR APPROVED EQUAL a BRASS PLUG wl CHAIN, HOSE THREAD, ELKHART MODEL NO.311 OR APPROVED EQUAL 45' BEND, DI CL-52 } 12" a_ PERCAST REINFORCED GRADE RING(S) SET IN CEMENT GROUT, MAXIMUM OF 2 GRADE RINGS ALLOWED ON NEW MANHOLES • '' CONCRETE COLLAR i = ; • 18w a 112" 110w W • NON -SHRINK GROUT s / , FORCE MAIN i / 12w is 4" MIN., 8" MAX. 316SS PIPE SUPPORT UNDISTURBED NATIVE SOIL TERMINAL FORCE MAIN CLEANOUT (FOR 3- AND LARGER FORCE MAINS) N. T.S. VALVE WRENCH EXTENTION BOX PER CITY OF AUBURN STANDARD DETAIL WATER-18 �WYE PLUG VALVE, DEZURIK OR APPROVED EQUAL CONNECT HDPE FORCE MAIN AND DI SPOOL PER MANUFACTURERS RECOMMENDATIONS FOR NEW 8" MAIN: 8"x4" REDUCER (FLxFL) FOR NEW 12" MAIN: 12"x8" REDUCER (FLxFL, 8"x4" REDUCER (FLxFL) FOR NEW 16" MAIN: 16"xl2" REDUCER (FLxFI 12"x8" REDUCER (FLxFL 8"x4" REDUCER (FLxFL) NEW WATER MAIN FLANGE COUPLIN SIZE AS REQUIREu I U MA I GH NEW WATER MAIN 2 PRESSURE TESTING ASS Y, 4" BLIND FLANGE W/ 2" IPS TAP 2" PIPE (SxS) LENGTH TO FIT 2" GATE VALVE (SxS) TEES nNG CONFMRA71ON COUPLING PER CITY REQ'S NEW WATER MAIN LENGTH AS REQUIRED MATCH NEW WATER MAIN CLASS AND SIZE --------- CONNECTION DETAIL N. T.S. ROADWAY Z FINISH GRADE o ' Cif " CLEANOUT 8x8x6 MJ TEE 6"PVC 2% OR GREATER FOR WATER ONLY \ �TRANSI110N GASKET \��" MEGALUG 5' OR STEEPER \-6" DUTILE IRON " MEGALUG ONE -CALL NOTE= #1-800-424-5555 BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN. FOR EXIST. 8" MAIN: 8"x4" REDUCER (FLxFL) FOR EXIST. 12" MAIN: 12wx8w REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) FOR EXIST. 16" MAIN: 16- 12- REDUCER (FLxFL) 12"x8" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) EX. WATER MAIN OSED 8" GATE VALVE . ,,.,,,?LING ADAPTER. SIZE AS REQUIRED TO MATCH EXISTING WATER MAIN NOTE BACKFLOW PREVENTION ASSEMBLY REQUIRED FOR TESTING CONFIGURATION AT CONNECTION TO EXISTING MAIN(S). FINAL CONFIGURATION SHALL REPLACE BACKFLOW PREVENTION ASSEMBLY WITH SPOOL TO MATCH NEW WATER MAIN CLASS AND SIZE. LENGTH TO FIT. COUPLING PER CITY REQ'S EX. WATER MAIN RESTRAINED SIDE SEWER DETAIL N. T.S. THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE CITY DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS go DATE. TITLE/POSITION: - CONFIRMED BY CITY DATE: PROPOSED 8" GATE VALVE PROJECT REF: FAC 04-0018 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: 0 0 \ \ c !cl z 0 N of 02) z z z Y � Y J J z= z m m co cn Q Q Q e) n N ^ -� � 5\)- 0A r 3 0 GRAPHIC SCALE 29 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. t EX. #6 \ \ CROSSING NOTES AREA 19 APARTMENTS FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR PHASE I UTILITY PLAN SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"X48"X108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANGE 5 EAST PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON I \ I I \ I \ I \ I EX. CB#1 Ab 01 \� \ LO \ \ \ \ LO LO 1 1 00 i '0 I I \ I I I \ I � � 1 ■ ■ 91+00 92+00 93+00 94+00 95+00 L II rAxwd,rj&% LEGEND - PLAN VIEW LINETYPES --- WATERLINE — - EXISTING STORM DRAINAGE SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER STORM DRAINAGE 44R&- FIRELINE - — — — — — — — — - INGRESS/EGRESS & UTILITY EASMENT EXISTING CONTOUR 500 PROPOSED GRADING PROPOSED ROAD CENTERLINE CATCH BASIN NOTE- 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 3) WHERE VANE GRATES ARE USED REFER TO AUBURN DETAIL STORM-10. STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS. PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (d2"0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 NOTE. IF ADS N-12 OR HANCORE PIPE IS USED IT SHALL BE WATER TIGHT INTEGRAL BELL (WT IB) DESIG 704 IN 13' LENGTHS. NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE. TITLE/POSITION: — CONFIRMED BY CITY DATE. PROJECT REF: FAC 4-0018 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: -L � III D \ \ Q o Z N w w w W z 1 (j 0 0 0 Q z z Lai Y W cc m m m 0lld O0)0) NCO 1ii .` 00 0� LO rt) ov LL1 otQ N40, N� 0 3 N E O U � rM to N v U _I cc .I Z Lu W Z �- F- Q O 0. Q J OL U Z I � Q Q_ 0 �NW Q �zQ iLr- Z cc cc Q a a: DATE SEALED _ WAKFF WA Sy jy F Q A 1837 Ff�STER��(��� NAL EXPIRES: 1-31- PROJECT MANAfIER JBVY WAKEFIELD PF. i. ESM W/ DRAWN ctc-cw D WT SEC 6 T 20 M R 5 E F LE NO 28776 DATE 9/04 SCALE P-W SHEET 10 OF 29 No 28776 r tom 3 0 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. -----}---- cRossm,G ro-rEs AREA 19 APARTMENTS FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"X48"X108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. PHASE I - UTL" PLAN PORTION OF • • A • 7, TOWNSWIt NORTH, RANGE• Z 0 LEGEND - PLAN VIEW LINETYPES --- WATERLINE - EXISTING STORM DRAINAGE SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER STORM DRAINAGE -�;N;=--- FIRELINE - - - - - - - - - - INGRESS/EGRESS & UTILITY EASMENT EXISTING CONTOUR 500 PROPOSED GRADING PROPOSED ROAD CENTERLINE E PROPOSED GRADE 1 { � 1 II 1 E { I I I II I ---195 LF 24"0 ADS N-12 •_ TO% -------------------- --- -------I�1I I I I N-12 ® 4.t j——___—_--------------------- -- LJ DS _ - ' 105 24„� AF----- - ----- =- - Bp 2 .0 LJ STA = 99+29.87 - Cl " WITH SOLID LOCKING LID i J _ - BP -CB TYPE 2-48 0 RIM = 577.49 ■ 6, ,,. - STA = 97+34.87 - ON CL ! I.E. E) 24" IN = 563.10 �1-12 -' I I ! WITH SOLID LOCKING LID I.E. (W) 24 OUT = 563.10 RIM = 570.35 +-__..._-- +__ _____ _._.a_ __._.__._.__-__- I.E. (Ej 24" IN = 560.96 " I.E. (S 24 OUT = 560.96 - _ . Pp-rRj� Typr- -� LEGEND PALE L VVETYPES j )IA = U0tJU.IU - UN U WITH SOLID LOCKING LID RIM = 570.53 t1E-_ 24 IN = 556.77 i LE 24" OUT = 556.77 i i __ STORM DRAINAGE EXISTING STORM DRAINAGE CATCH BASIN NO . 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 3) WHERE VANE GRATES ARE USED REFER TO AUBURN DETAIL STORM-10. 5TI f'VE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SO" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12"0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 NOTE: IF ADS N-12 OR HANCORE PIPE IS USED IT SHALL BE WATER TIGHT INTEGRAL BELL (WT IB) DESIG 704 IN 13' LENGTHS. �n o �n �t r7 rn co cfl m o o ^ r\ oo r\ cp c0 co r\ r\ r\ rl rl r\ r\ Ln u-) u0 Ln L0 Ln L0 W) Ln ADO 96+00 97+00 99+00 580 560 100+00 NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY DF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. KtcuKU UKAYMb ULK IINL A Hun THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS )ATE. ATLE/POSITION: - CONFIRMED BY CITY rKUjt(:1 Ktt: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: — 1 a Q- Cl- 0 0 0 \ o 0 z 0 N Z z: J pj J o=o � m m mom Q Q Q LA 1 N `_ I:\LAKELAND-SO\28776\Work\PLTSHT\PHASE 1\28776UTIL.dwg, UTIL SH11, 1/12/2005 10:54:10 AM, 1:1, PAM GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. LEGEND — PLAN VIEW LINETYPES --- WATERLINE - EXISTING STORM DRAINAGE SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER STORM DRAINAGE FIRE FIRELINE _ — — — — — — — — _ INGRESS/EGRESS & UTILITY EASMENT EXISTING CONTOUR 500 PROPOSED GRADING PROPOSED ROAD CENTERLINE LEGEND — PROFILE LINETYPES 2" WATER WATER MAIN SANITARY SEWER I = STORM DRAINAGE I I— II I EXISTING STORM DRAINAGE I------ I 3 0 CROSSING NOTES FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"X48"X108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. AREA 19 APARTMENTS PHASE I - UTILITY PLAN A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANCH 5 EAST CRY OF AUBURN, PERCH COUNTY, WASHINGTON NAME DATE 1 t4,L 194+00 195+00 196+00 197 KEYMAP WATER NOTES 1O 152 LF 2" HDPE I.P.S. SDR7 (200 PSI) NOTE. STATIC PRESSURE - APPROX. 70 P.S.I. O2 STA 193+15.84 23.38' LT (ALIGNMENT E) 1 - REDUCER PRESSURE BACKFLOW DEVICE (BONNEY LAKE DETAIL W21) SAN1 TARY SEWER FORCE MAIN NOTES 121 56 LF 6"0 HDPE SDR 17 FUSED PIPE FORCE MAIN WITH TRACER WIRE Q STA 193+61.41 1.22' RT (ALIGNMENT E) 1 - 6" 45- BEND (WYE) CONCRETE THRUST BLOCKING Q 1 - TERMINAL FORCE MAIN CLEANOUT - SEE DETAIL SHEET 9 l 90 LF 6"0 HDPE SDR 17 FUSED PIPE FORCE MAIN WITH TRACER WIRE Q 575 LF 6"0 HDPE SDR 17 FUSED PIPE FORCE MAIN WITH TRACER WIRE r- CATCH BASIN NO?S 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN 62A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 3) WHERE VANE GRATES ARE USED REFER TO AUBURN DETAIL STORM-10. CORM PIPE NOTE STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12"0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 NOTE: IF ADS N-12 OR HANCORE PIPE IS USED IT SHALL BE WATER TIGHT INTEGRAL BELL (WT IB) DESIG 704 IN IS LENGTHS. NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE [C17TY1EGIRtE—R-- DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR' CO STRUCTION CORDS BY: 19=1 DATE. t" 22 "a� TITLE/POSITION: ��•'"�� CONFIRMED BY CITY DAM !-- 11-e(. PROJECT REF: 74 THESE PLANS ARE APPROVED FOR CONFORMANCE VATH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. LEGEND - PLAN VIEW LINETYPES --- WATERLINE - — — — — — — — — - EXISTING STORM DRAINAGE SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER STORM DRAINAGE FIRELINE _ — — — — — — — — _ INGRESS/EGRESS & UTILITY EASMENT EXISTING CONTOUR 500 PROPOSED GRADING PROPOSED ROAD CENTERLINE LEGEND - PROFILE LINETYPES 2" WATER WATER MAIN SANITARY SEWER FORCE MAIN SANITARY SEWER STORM DRAINAGE I I EXISTING STORM DRAINAGE I-------� I Z \ \ \ O r.— 3 — V — \ EX. G� W \ 2 \ � ■ W ■ I v ■ 580 ■ E W ! I Q 570 i 1 ■ 560 ■ ■ 167 cnR35— ■ ■ 530 ■ CROSSING NOTES FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"X48"X108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. 54'I A1..j.%-3 I.E. 8" IN = 5496t.40 I.E. �E) W) 8" OUT = 549.42 AREA 19 APARTMENTS PHASE I - UTILITY PLAN A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANGE 5 EAST CRY OF AUBURN, PIERCE COUNTY, WA3HINGTON SEE S_H_ EET 14 FOR COAMNUA77ON CC)� I 2 z SEE SHEET 14 FOR CONT lNUA77ON r 570 550 540 530 +00 198+00 199+00 200+00 WATER NOTES EMAP 3A STA 197+50 - 14.75' LT 1 - 2" COMBINATION AIR RELEASE/AIR VACUUM VALVE ASSEMBLY DETAIL (LSBL-08) O3 500 LF 2" HDPE I.P.S. SDR7 (200 PSI) ® 2" WATER METER SEE BONNEY LAKE DETAIL: W-12 O5 1 - BLOWOFF ASSEMBLY (LSBL-09) 1 - 12" CAP OR PLUG CONCRETE THRUST BLOCKING © 35 LF 12" DIP CLASS 52 O STA 4+03.48 3.75' LT (ALIGNMENT A) 1 - 12" 45' BEND (MJ x MJ) CONCRETE THRUST BLOCKING ® 5 LF 12" DIP CLASS 52 O9 STA 4+07.88 6.37' LT (ALIGNMENT A) 1 - 12" 45' BEND (MJ x MJ) CONCRETE THRUST BLOCKING SANITARY SEWER FORCE MAIN NOTES ® AIR AND VACUUM RELIEF VALVE WITH STAINLESS STEEL (C.O.A. DETAIL WATER-02) CATCH BASIN NOTE: 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 3) WHERE VANE GRATES ARE USED REFER TO AUBURN DETAIL STORM-10. STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS. PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12"0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (212"0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 NOTE: IF ADS N-12 OR HANCORE PIPE IS USED IT SHALL BE WATER TIGHT INTEGRAL BELL (WT IB) DESIG 704 IN 13' LENGTHS. p�?)0 B g 0 LU NAME.L—DATE Ane NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE aTY DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DATE: , TITLE/POSITION: Pf1r. If 64 00' CONFIRMED BY CITY Cl— L Aw-- PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: / �a GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. CATCH BASIN NOTE: 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 3) WHERE VANE GRATES ARE USED REFER TO AUBURN DETAIL STORM-10. STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12"0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 NOTE IF ADS N-12 OR HANCORE PIPE IS USED IT SHALL BE WATER TIGHT INTEGRAL BELL (WT IB) DESIG 704 IN 13' LENGTHS. LEGEND - PROFILE LINETYPES 2" WA TER WATER MAIN SANITARY SEWER FORCE MAIN SANITARY SEWER STORM DRAINAGE F EXISTING STORM DRAINAGE I I L------I 570 I•YI0, n C u-; I u It 1 REMOVED TW WAY TURN' ARROWS END OF "C" CUR4 STA 2+01.93 \ END OF "C" CURB STA 1+88.96 - 132.1' \ 1 i a 1 ' 3I � L /\ I \' Q \ W END OF "C" CURB STA 2+06.22 - 19.4' RT - 4- INSTALL "C" can CURB PER a DETAIL SHT 2 NI I ¢ I it END , O ., C"..-CLM - Y STA ,2+07.04 - 1&3' RT ¢ ¢ I I n I I 4 Y I ¢ JI 1� REMOVED TWO N WAY TURN W W 4 ARROWS �1 W \. I I I \ 1 I , I I I � 1 \ 1 \ I I 1� I 111 I � ' \ 1 I � \ 1 1 � 1 I ' E I 1 ' I I END OF "C" CURB STA 2+00.03 - 157.32' RT AREA 19 APARTMENTS PHASE I - UTILITY PLAN A PORTION OF SECTbN 6 AND 7, TOWNSHIP 20 NORTH, RANGE 5 EAST CITY OF AUBURN, PIERCE COUNTY, WASI-NNGTON SEE SHEET 14A FOR CHANNELIZATION PLAN SEE SHEET 13 FOR CONTINUATION NEW I.E. (NW,NE) 12" IN = 553.97 Buulff DATE1l't=� SDRs3 ' 4,60, I rA*I%rk if-% AI A A I I Rr1 AI I Ik lr--r%Zorn -- An I LRLIIVL - - - - - - - - - - EXISTING STORM DRAINAGE SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER STORM DRAINAGE — RRE- FIRELINE - - - - - - - - - - INGRESS/EGRESS & UTILITY EASMENT EXISTING CONTOUR, F5-0-01 PROPOSED GRADING PROPOSED ROAD CENTERLINE ■ co LO r7 I � r7 L �t LO Ln Co co W) Lr) n^ Uj Ln ^ co 1 n Ln Ln L co 1 +00 2+00 3+00 4+00 5+c 7 WATER NOTES ® 2" WATER METER SEE BONNEY LAKE DETAIL- W-12 (DI - BLOWOFF ASSEMBLY (LSBL-09) 1 - 12" CAP OR PLUG CONCRETE THRUST BLOCKING © 35 LF 12" DIP CLASS 52 Q7 STA 4+03.48 3.75' LT (ALIGNMENT A) 1 - 12" 45' BEND (MJ x MJ) CONCRETE THRUST BLOCKING ® 5 LF 12" DIP CLASS 52 O9 STA 4+07.88 6.37' LT (ALIGNMENT A) 1 - 12' 45' BEND (MJ x MJ) CONCRETE THRUST BLOCKING 10 260 LF 12" DIP CLASS 52 CROSSING NOTES FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 30X48"X108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. rP1r) I A I A -rr M f%k I I ♦/ I ILJL f L-m1VJ Pn1\L I ILI1.LL7 1 P11 1 1\V YLV OR CONFORMANCE WITH THE CITY OF 1ONNEY LAKE PUBLIC WORKS STANDARDS IND SPECIFICATIONS. APPROVAL IS VALI1 OR A PERIOD OF 12 MONTHS FROM THE ,ATE OF SIGNATURE THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C4STRUCTION RECORDS Y. ATE:.. z • 2y d5 ITLE/POSITION: Q' >E d • 7rC ONFIRMED BY CITY DrAT- I- L2m- CAR i rmuura. i mr.r. THESE PLANS ARE APPROVED FOR CONFORMANCE IMTN THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: l — L5 a- Cl- a- Cl- N \ ^ ^ w ? o 0 0 z z z W J J J Y o m m Co m Q Q Q E -1, ^ GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) i inch = 20 ft. CATCH BASIN NOTE: 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 3) WHERE VANE GRATES ARE USED REFER TO AUBURN DETAIL STORM-10. STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS. PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (f12"0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 NOTE IF ADS N-12 OR HANCORE PIPE IS USED IT SHALL BE WATER TIGHT INTEGRAL BELL (WT IB) DESIG 704 IN 13' LENGTHS. z 3 , II u h I REMOVED TWO WAY TURN, ARROWS END OF "C" STA 2+01.93 END OF "C" CURB STA 1+88.96 - 132.1' QL Y €* pF "C" CURB STA 2+06.22•-'ez-,19.4' RT I INSTALL 'C" CURB PER ' DETAIL SHT 2 END bF 'C"-CURB STA 2+07.04 - 18.3' RT \ REV6tU TWO �- WAY TURN \ ARROWS I I I I OF "C" CURB SETA 2+00.03 - 1�7.32' RT Ij AREA 19 APARTMENTS PHASE I - UTILITY PLAN A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANGE 5 EAST CITY OF AUBURN, PIERCE COUNTY, WASFgNGTON TRAFFIC ARROWS PER CITY OF AUBURN DETAIL TRAFFIC-36 SEE SHEET 13 FOR CONTINUATION Vf-I /A G I =t"-%=Aln - P1 A Al V1=W i iAl=T'VP=Q --- WATERLINE C- - - - - - - - - - EXISTING STORM DRAINAGE 2 SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER �� XQ STORM DRAINAGE — RE FIRELINE - - - - - - - - - - INGRESS/EGRESS & UTILITY EASMENT EXISTING CONTOUR 500 PROPOSED GRADING PROPOSED ROAD CENTERLINE CROSSING NOTES FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"X48"X108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS go DATE. TITLE/POSITION: CONFIRMED BY CITY PROJECT REF: DATE. Q THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: '0 �lal�l�l�i �jFJLO o Q N N C* 0 \ \ \ o\ o J Z 0 r r` N N U U U o� o o= z0:� Cn mcn m ¢ Q u') V- n N 011d 00 0) 0) N I\ O U)0� Oi 00 .�L0 LO ov C " c G� o' r Q U) vu- cn �3 0IcaN E O , U � M LO N u .J vJ C0 cc Z W Wz z Z � OL 1 a: j oL N U Q,:3 _ W U a, 0 Wz �-" Q QCLv W cc W F- W Z DATE SEALED .I ZI-'0- ��ROF WAT 1� A� tic Q -A d Q !n l Z � w ?oQ 18379 w "IONALR����� EXPIRES: 1-� J 9W WAKBFIEW P.E DRAWN nm WT SEC 6 T 20 N. R 5 E FLE NO 28776 DATE 9/04 SCALE f-lW SHEETAA-OF 29 R-E No 28776 - 1:\LAKELAND-SO\28776\Work\PLTSHTiPHASE 1\28776UTIL.dwg, UTIL SH14 (A) , 1/13/2005 8:16:00 AM, 1: 1, PAM S \-L \ S a 3 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 fL . . ;�" Q Z o -- U O LL 2 co W ■ ■ 4 to 560 _ Q -■ - - 24 0 EX' 8OLF 445% .ICW 8•0 PVC X- U SSMH 161C STA = 5+. RIM = 56 i Lt. JLf O 1" = 77/Yr .1-5 ■ I.E. NW) 8" UT = 557.i7-.03 ■0 SS ST, CROSSING NOTES AREA „19APARTMENTS FOR CROSSINGS WITH LESS THAN 1 (1.5 FOR SEWER AND WATER CROSSINGS) OF VERTICAL PHASE I UTILITY PLAN SEPARATION, A 3"X48"X108" SHEET OF PIPES ETHAFOAM WITH 220 WILL BE PLACED SAND PLACED AROUND TEEN THE A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANGE 5 EAST CROSSING PIPES AND THE ETHAFOAM SHEET. CITY OF AUBURN. PIERCE COUNTY, WASHINGTON EXISTING GROUND 01.07 12" IN=570.84 18" IN = 570.84 ) 18" OUT = 570.84 +00 6+00 7+00 8+00 9+C 1&3MU �d4 IATELZ y1 KEYMAP WATER NOTES 11 STA 6+76 6' LT (ROAD A) 1 - 12" TEE (FL x FL x FL) 3 - 12" GATE VALVE (FL x MJ) CONCRETE THRUST BLOCKING 12 37 LF 12" DIP CLASS 52 13 STA 6+77.90 27.33' RT (ALIGNMENT A) 1 - 2" COMBINATION AIR RELEASE/AIR VACUUM VALVE ASSEMBLY DETAIL LSBL-08 14 STA 6+75.94 31.97 RT (ALIGNMENT A) 1 - 12" CAP OR PLUG CONCRETE THRUST BLOCKING 15 25 LF 12" DIP CLASS 52 16 STA 30+31 6' RT (ROAD B) 1 - 12" x 6" TEE (MJ x MJ x FL) 1 - FIRE HYDRANT ASSEMBLY 10 LF 6" DIP CLASS 53 CONCRETE THRUST BLOCKING @ 94 LF 12" DIP CLASS 52 CATCH BASIN NOTE- 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 3) WHERE VANE GRATES ARE USED REFER TO AUBURN DETAIL STORM-10. STORM PIPE NOTE STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12"0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (212"0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 NOTE. IF ADS N-12 OR HANCORE PIPE IS USED IT SHALL BE WATER TIGHT INTEGRAL BELL (WT IB) DESIG 704 IN 13' LENGTHS. LEGEND - PLAN VIEW LINETYPES --- WATERLINE - - - - - - - - - - EXISTING STORM DRAINAGE SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER STORM DRAINAGE _te------ FIRELINE _ _ - - - - _ - - _ INGRESS/EGRESS & UTILITY EASMENT EXISTING CONTOUR 500 PROPOSED GRADING PROPOSED ROAD CENTERLINE LEGEND - PROFILE LINETYPES 2" WA TER WATER MAIN SANITARY SEWER FORCE MAIN SANITARY SEWER STORM DRAINAGE F EXISTING STORM DRAINAGE NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE r C� 0 CITY DATE RECORD DRAWING CEPACATION THESE DRAWINGS CONMRM TO THE CONTRACTOR'S CO TRUCTION RECORDS BY. DATE: 411. =•eC TITLE/POSITION:`"�� CONFIRMED BY CITY '� DAM PROJECT REF: i THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: • Q > CL a- a- d- ^ ^ w iJ U U Z o z 0 m 0 m 73 m Q Q Q 311d O 1\ O) N mot' u') 3C�ornr- I-- O 44 ,. mc �� ,= nwo Mj O st v C Lil c 0=< V) v L` 3 N E o� U M ,!!On H noon n LO N v U J J Cl)FZ Cl) Z W W Z cc �- c a:L CL as Q_ 0. �CqW Q za Q a=. Z W W cc Q � Cr. W 7 W J Z W J u DATE SEALED 13 ¢.� W A /(EF �� OF WAy j1 Q o H r Z Pp 18379 SI'IS T EXPIRES: 1-31- PROJEC T MAANAGM V, imnM DESM In l DRAWN PJM„��"",r Cr 'C"C*(ED WE SEC 6 T 1K R 5 FE FLE NO 28776 DATE SCALE SHEET 15 OF 29 R-E NO 28776 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. 0, :A CROSSING NOTES FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"X48"X108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. AREA 19 APARTMENTS PHASE I - UTILITY PLAN A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANGE 5 EAST CRY OF AUBURN, PIERCE COUNTY, WASFNNGTON SEE SHEET 24 FOR CONTINUATION / A • 1%01f+u A I Q z 0 V • �L I co _A LF 12*0 ADS - ,W *-12 0 13.29% VC S'DR35 0 1.00% * Q' 'f- N-12 0 1.00% �Q W Z J 1 �J F- 9+00 10+00 11+00 12+00 13+00 O■ 33 111 LF 12" DIP CLASS 52 57 10 LF 12" DIP CLASS 52 34 STA 38+51.24 6.00' LT 58 STA 12+40.99 - 4.09' LT (ROAD A) 1 - 12" TEE (FL x FL x FL) 1 - 12" TEE (FL x FL x FL) 3 - 12" GATE VALVE (FL x MJ) 1 - 12" GATE VALVE (FL) CONCRETE THRUST BLOCKING CONCRETE THRUST BLOCKING 35 28 LF 12" DIP CLASS 52 @ 37 LF 12" DIP CLASS 52 36 STA 38+85.20 6.18' LT (ALIGNMENT B) 60 STA 12+46.20 - 40.78' LT (ROAD A) 1 - 12" CAP OR PLUG 1 - 22 1/2' BEND (FL) CONCRETE THRUST BLOCKING CONCRETE BLOCKING 3©115 LF 12" DIP CLASS 52 38 STA 12+16.35 5.65' LT (ALIGNMENT A) 1 - 12"x6" TEE (MJ x MJ x FL) 1 - 6" FIRE HYDRANT ASSEMBLY 11 LF 6"0 DIP CLASS 53 CONCRETE THRUST BLOCKING 39 15 LF 12" DIP CLASS 52 ® STA 12+31.62 5.68' LT (ALIGNMENT A) 1 - 12" 11 1/4' BEND (MJ x MJ) CONCRETE THRUST BLOCKING BATCH BASIN NOTE 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 3) WHERE VANE GRATES ARE USED REFER TO AUBURN DETAIL STORM-10. STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12"0) ASTM >3' C-14 LEGEND - PLAN VIEW LINETYPES --- WATERLINE - - - - - - - - - - EXISTING STORM DRAINAGE SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER STORM DRAINAGE -;1. FIRELINE - - - - - - - - - - INGRESS/EGRESS & UTILITY EASMENT EXISTING CONTOUR 500 PROPOSED GRADING PROPOSED ROAD CENTERLINE LEGEND - PROFILE LINETYPES 2" WATER WATER MAIN SANITARY SEWER FORCE MAIN SANITARY SEWER STORM DRAINAGE EXISTING STORM DRAINAGE II REINFORCED CONCRETE PIPE (212"0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 NOTE: IF ADS N-12 OR HANCORE PIPE IS USED IT SHALL BE WATER TIGHT INTEGRAL BELL (WT 18) DESIG 704 IN 13' LENGTHS. NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE d CITY ENGINEER DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS go DATE. TITLE/POSITION: - CONFIRMED BY CITY DATE: PROJECT REF: FAC#04-001 O+� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: a� a- Cl- rl' \ \ o 0 W z � o 0 U U U z z z Zi Y J W � Q: o m m m co Q Q Q GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. SEE SHEET 24 FOR SEWER CONTINUATION 00ow e HIGH POINT ELEV = 587.71 CROSSING NOTES FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"X48"X108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. AREA 19 APARTMENTS PHASE I - UTILITY PLAN A Poanoni of sEccnoN s AND 7, TOWNSHIP 20 NORTH, RANGE s E,asr crrr of AUBURN, PIERCE COUNTY, WASHINGTON z .m D •p 00 N HIGH POINT ELEV = 587.92 LOW POINT On - 96.10 i I HIGH POINT + 81.25 LOW POINT STA = 15+58.57 PVI STA = 16+75 PW STA = 15+65 PW ELEV = 588.11 ---PVT ELEV =.91-----------------------�rD-=-3:29--- K - 15.63 13+00 14+00 15+00 16+00 17+00 Q,%Z C3 o Qj 0 LT NAME �L—DATE Ly � [.'h'I,I, IAT:i WATER NOTES 41 255 LF 12" DIP CLASS 52 @ STA 15+00 2.18' LT 1 - 12" 11 1/4' BEND (FL x FL) 1 - 12" 22 1/2' BEND (FL x FL) 2 - 12" ADAPTOR (MJ x FL) CONCRETE THRUST BLOCKING 43 42 LF 12" DIP CLASS 52 ® STA 15+42.78 6.00' LT 1 - 12" x 6" TEE (MJ x FL) 1 - 6" FIRE HYDRANT ASSEMBLY 12 LF 6"0 DIP CLASS 53 CONCRETE THRUST BLOCKING 45 274 LF 12" DIP CLASS 52 52 STA 14+00 11.26' LT 1 - 2" COMBINATION AIR RELEASE/AIR VACUUM VALVE ASSEMBLY DETAIL LSBL-08 CA70-I BASIN NOTE: 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 3) WHERE VANE GRATES ARE USED REFER TO AUBURN DETAIL STORM-10. STORM PIPE NOTE STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: ninr rvnrr% nnurn r vL, )UK—L I PVC, SDR-35 PLAIN CONCRETE PIPE (d2"0) ASTM C-14 REINFORCED CONCRETE PIPE (>12"0) ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 NOTE. IF ADS N-12 OR HANCORE PIPE IS USED IT SHALL BE WATER TIGHT INTEGRAL BELL (WT IB) DESIG 704 IN 13' LENGTHS. LEGEND - PLAN VIEW LINETYPES --- WATERLINE - - - - - - - - - - EXISTING STORM DRAINAGE SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER STORM DRAINAGE --- FIRELINE - - - - - - - - - - INGRESS/EGRESS & UTILITY EASMENT EXISTING CONTOUR 500 PROPOSED GRADING PROPOSED ROAD CENTERLINE LEG - PROFAZ LJ ES 2" WATER WATER MAIN SANITARY SEWER FORCE MAIN SANITARY SEWER STORM DRAINAGE F EXISTING STORM DRAINAGE L----- J NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. FOR WATER THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE i f _ ��l ►'�_ .� RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRAC 'S C STRUC N RECORDS C BY. DATE: ' TITLE/POSITION: Pirii t.�M S,« CONFIRMED BY CITY QAX- • PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: �0-CME N 0 w o 0 0 ? � U U U Z Z Z Y W o m m m m Q Q Q ?� 5\ �_ 1$ A0'6% 7 GRAPHIC SCALE CROSSING NOTES r 20 0 10 20 40 FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL PHASE I UTILITY PLAN At A ( IN FEET ) i inch = 20 ft. SEPARATION, A 3 X48 X108 SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. I I I I I i A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANGE 5 EAST CITY OF AUBURN, PIERCE COUNTY, WASHINGTON I_-- --- _ -- — p HLLS WAY Q� CD --j C _ I 580 I � f i E'LEV 10 600+00 Lq m 00 LO BP-CB#11. TYPE 2-48"0 STIR-.t 600+92 94 MIN ISOLID LOCKING RIM 4 590.00 EX. I.E. (E) 24" IN � 582.60 I.E. (S) 24" OUT = 682.00 �i 1 1 SEE SHEET 18 FOR ROAD A CONTINUATION EXISTING GROUND -\ PROPOSED GRADE _ II --"--Ill JIA = 0VLi-JV.D4f - VIM 6 WITH SOLID LOCKINGILID RIM = 590.00 I.E. N 24 IN = 5 60 I.E. ( W) 24" OUT = 077.60 rn rn M rn In Ln Ir, In 601 +00 602+00 603+00 I` 00 L0 LEGEND - PLAN VIEW LINETYPES --- WATERLINE — - - EXISTING STORM DRAINAGE SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER STORM DRAINAGE RR& FIRELINE - — — — — — — — — - INGRESS/EGRESS & UTILITY EASMENT EXISTING CONTOUR 500 PROPOSED GRADING PROPOSED ROAD CENTERLINE LEGEND - PROFILE LINETYPES 2" WA TER WA TER MAIN SANITARY SEWER FORCE MAIN SANITARY SEWER STORM DRAINAGE I I EXISTING STORM DRAINAGE I L-----� KEYh I A / A TCrl A ►/1'TCr% ® STA 19+99.03 7.28' LT (ALIGNMENT A) 1 - 12" 11 1/4 ' BEND (FL) CONCRETE THRUST BLOCKING 49 52 LF 12" DIP CLASS 52 50 STA 20+72.33 - 4.77' LT (ALIGNMENT A) CONNECT TO EXISTING 12" DIP 1 - 12" TEE (FL) 2 - 12" GATE VALVE (MJ X FL) CONCRETE THRUST BLOCKING CONTRACTOR SHALL VERIFY LOCATION, INVERT, ELEVATION AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. CATCH BASIN NOTE: 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN 62A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 3) WHERE VANE GRATES ARE USED REFER TO AUBURN DETAIL STORM-10. STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS. PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12"0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 NOTE: IF ADS N-12 OR HANCORE PIPE IS USED IT SHALL BE WATER TIGHT INTEGRAL BELL (WIT IB) DESIG 704 IN 13' LENGTHS. Iu It. ;ONTRACTOR IS REQUIRED TO HAVE THE CITY )F AUBURN STANDARD NOTES AND STANDARD )ETAILS AND SPECIFICATIONS AVAILABLE ON J06 >ITE WHENEVER CONSTRUCTION IS IN PROGRESS. l7nD %A/A TC'D r1All V I ILJL I L/11VJ f11\L IILI\LUI P1rr1\V VLV OR CONFORMANCE WITH THE CITY OF IONNEY LAKE PUBLIC WORKS STANDARDS ►ND SPECIFICATIONS. APPROVAL IS VALK 'OR A PERIOD OF 12 MONTHS FROM THE )ATE OF SIGNATURE :I F _IAIFFR riATF THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS ►Y: ATE: ITLE/POSITION: _ �ONFIRMED BY CITY rl\VVLV 1 1\LI . THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: t;N1. 0V co N W Q d / a / 3 / co N O 0 Z Q Y Q J GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft» 0 Jj -- ----- — --- --- I Z AL 18+00 CB#21 --- --- C13#22 m io STA 17+00 _ RT -CB" : I W STV SIUB-1E 0.84 � 12" CAP 1 i --- -- O ■ r ■ ■ EXISTING GROUND IF �L {� ■ _ BP—( i,; ■� STA W WITH RIM W I.E. tJ L4IN = J/0.LJ I E �W1 94" (KIT = 575.23 PROPOSEC GRJ" W 590 W■ ca I z■ 121LF 12NO ADS N-1,' Te58040OLF 86I A 0 i U 287LF 24"0 ADS I Q I I ■ r ■ ■ CROSSING NOTES FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"X48"X108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. LOW POINT ELEV = 586.48 LOW POINT STA = 18+21.43 PVI STA = 18+25 AREA 19 APARTMENTS PHASE I - UTILITY PLAN A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANGE 5 EAST CITY OF AUBURN, PIERCE COUNTY, WASFIVGTON SEE SHEET 19 FOR CONSWUATION ., I ". I i I I I i I I II I I I ►I I I 0 Jj 71 I II I / I II t I I I I I 1 I G) WATER — — — — — 4 1 CONTRACTOR SHALL VERIFY LOCATION, ! I INVERT, ELEVATION AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. WITH SOLID LOCKING LID RIM = 587.05 I.E. N 24" IN = 577.60 LE. 24" OUT - 577.60 STORM PIPE NOTE STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT—OF—WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS. PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (d2"0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C— 76 DUCTILE IRON PIPE '6" CLASS 50 or 52 NOTE. IF ADS N-12 OR HANCORE PIPE IS USED IT SHALL BE WATER 11(:NT INTMPAI Iri I (wT iRl nr-clr. end IN 1 V I r-ur-TI.Ic ► J=f^MAll7 — PI A Al VI=IA/ ► IAI= I VP=G --- WATERLINE — — — — — — — — — — EXISTING STORM DRAINAGE SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER STORM DRAINAGE — PRE- -- FIRELINE — — — — — — -- — — — INGRESS/EGRESS & UTILITY EASMENT EXISTING CONTOUR 500 PROPOSED GRADING PROPOSED ROAD CENTERLINE r I PtIM►n - PRn=11 = I lAl=7'VP=Q 2" WA TER WATER MAIN SANITARY SEWER STORM DRAINAGE EXISTING STORM DRAINAGE I I I-- — — — —— KEMV WATER NOTES ®STA 18+16.54 6.00' LT 1 — 12" x 6" TEE (MJ x FL) 1 — 6" FIRE HYDRANT ASSEMBLY 11 LF 600 DIP CLASS 53 CONCRETE THRUST BLOCKING @ 203 LF 12" DIP CLASS 52 ® STA 19+99.03 7.28' LT (ALIGNMENT A) 1 — 12" 11 1/4 - BEND (FL) CONCRETE THRUST BLOCKING 49 52 LF 12" DIP CLASS 52 50 STA 20+72.33 — 4.77' LT (ALIGNMENT A) CONNECT TO EXISTING 12" DIP 1 — 12" TEE (FL) 2 — 12" GATE VALVE (MJ X FL) CONCRETE THRUST BLOCKING CONTRACTOR SHALL VERIFY LOCATION, INVERT, ELEVATION AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. MP WATER ONi Y THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE Ktl.UKU UKAMIYU ULK III'II:A IIUN THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS )ATE. RTLE/POSITION: _ :ONFIRMED BY CITY F'HUJLG I HLF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. - Date Approved: C 0 0 0 Q O o z 0 N W LZiI �zi1 J N J O O O Z Z Z J J Z Z Z uj z W Z m m m m m Q Q co Q W) V- n N "- Y�5\')- lC� 3 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) i inch = 20 ft. ROAD A CONTINUATION SEE SHEET 15 Fog CROSSING NOTES FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"X48'X108' SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. AREA 19 APARTMENTS PHASE I - UTILITY PLAN A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANG 5 EAST CRY OF AUBURN, PIERCE COUNTY, WASHINGTON SHEET 25 FOR FORCE MAIN. PLAN & PROfTIF SEE . / // I o -Ir �\ �e SEE SHEET 0 FOR CONTINUATION 30+00 31-� 00 32+00 LEGEND - PROFILE LINETYPES 2" WA TER WATER MAIN SANITARY SEWER FORCE MAIN SANITARY SEWER STORM DRAINAGE I I EXISTING STORM DRAINAGE �— —J LE�iEND - PLAN VIEW LINETYPES --- WA TERLINE - - - - - - - - - - EXISTING STORM DRAINAGE --- — SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER STORM DRAINAGE ---- FIRELINE - - - - - .-.."- - -- - INGRESS/EGRESS & UTILITY EASMEN T EXISTING CONTOUR 500 PROPOSED GRADING PROPOSED ROAD CENTERLINE Lam_ WATER NOTES 11 STA 6+76 6' LT (ROAD A) 1 - 12" TEE (FL x FL x FL) 3 - 12" GATE VALVE (FL x MJ) CONCRETE THRUST BLOCKING 15 25 LF 12" DIP CLASS 52 16 STA 30+31 6' RT (ROAD B) 1 - 12" x 6" TEE (MJ x MJ x FL) 1 - FIRE HYDRANT ASSEMBLY 10 LF 6" DIP CLASS 53 CONCRETE THRUST BLOCKING @ 94 LF 12" DIP CLASS 52 18 STA 31+24 6' RT (ROAD B) 1 - 12' 22 1/2 ' BEND (FL x FL) 1 - 12" 11 1/4' BEND (FL x FL) 2 - 12" ADAPTER (MJ x FL) CONCRETE THRUST BLOCKING @ 43 LF 12" DIP CLASS 52 20 STA 31+88 16' LT (ROAD B) 1 - 12" TEE (MJ x MJ x FL) 1 - 12" GATE VALVE (FL x MJ) 1 - 12" PLUG CONCRETE THRUST BLOCKING 55 STA 31+65.36 - IS RT (ROAD B) 1 - 12" x 6' TEE (MJ x MJ x FL) 1 - FIRE HYDRANT ASSEMBLY 14 LF 6" DIP CLASS 53 CONCRETE THRUST BLOCKING 56 32 LF 12" DIP CLASS 52 SANITARY SEWER FORCE MAIN NOTES © 209 LF 6"0 HDPE SDR 17 FUSED PIPE FORCE MAIN WITH TRACER CATCH BASIN NOTE 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN 132A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 3) WHERE VANE GRATES ARE USED REFER TO AUBURN DETAIL STORM-10. STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE WTHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS. PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12'0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 DUCTILE IRON PIPE CLASS 50 or 52 NOTE: IF ADS N-12 OR HANCORE PIPE IS USED IT SHALL BE WATER TIGHT INTEGRAL BELL (WT IB) DESIG 704 IN 13' LENGTHS. IdAMEI�—DATE NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE CITYEN INEER DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITIE/POSITION:�t CONFIRMED BY CITY DATE: I • PROJECT REF: FAC 4-0018 �a THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. i Date Approved: 0 \ \ o i0l � ^ w Q W z Z z z z OY J J J o m m m m Q Q Q 2 �t N 311d 00 0) 0) p7 `" Oi N 00 O� 00 _ Lrn� o C 4, C' o c Q N u- r. 3 N E � o� V � p M \� LO N v U .J .J Fes-- ca Z W WZ cc m -1 �Z— J ccO �- aJ �� a.9 vZ 1 � Q a_ Um3 (3)� N a zQ w cc Lu W F- W Z J W F- J F- U DATE SEALED W A KEF WAS -e" �.. cA d Q 18379 ,ISTf `jION AI.R���~� EXPIRES- 1-31- 40 PROJECT MANACIER JEMY WA)CEFO-D P, . DEMM DRAWN PJIMM CHECKED WT SEC 6 T 20 AL p 5 E FLE NO 28776 DATE 9104 SCALE P-W SHEET 20 OF 29 FLE NO 28776 o�D►87�/ IN GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 it~ CROSSING NOTES FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"X48"X108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. AREA 19 APARTMENTS PHASE I - UTILITY PLAN A POFTfKKJ OF SECTION 6 AND 7, TOWS 20 NORM RANGE 5 EAST O Q 2 0 U LEGEND - PLAN VIEW LINETYPES WATERLINE - - - - - - - EXISTING STORM DRAINAGE SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER STORM DRAINAGE _, RE ___ FIRELINE - _ _ _ - - _ _ _ - INGRESS/EGRESS & UTILITY EASMENT EXISTING CONTOUR 500 PROPOSED GRADING PROPOSED ROAD CENTERLINE LEGEND - PROFILE LINETYPES 2" WATER WATER MAIN /// : ► : ► �l SANITARY SEWER STORM DRAINAGE I I- 71 I EXISTING STORM DRAINAGE I------ I CATCH BASIN NOTE: KEYMAP WATER NOTES 18 STA 31+24 6' RT (ROAD B) 1 - 12" 22 1/2 ' BEND (FL x FL) 1 - 12" 11 1/4' BEND (FL x FL) 2 - 12" ADAPTER (MJ x FL) CONCRETE THRUST BLOCKING @ 43 LF 12" DIP CLASS 52 20 STA 31+88 16' LT (ROAD B) 1 - 12" TEE (MJ x MJ x FL) 1 - 12" GATE VALVE (FL x MJ) 1 - 12" PLUG CONCRETE THRUST BLOCKING 21 198 LF 12" DIP CLASS 52 22 STA 35+10 13' LT (ROAD B) 1 - 12" 45' BEND (FL x FL) 1 - 12" 22 1/2' BEND (FL x FL) 2 - 12" ADAPTER (MJ x FL) CONCRETE THRUST BLOCKING 2©19 LF 12" DIP CLASS 52 24 STA 35+23 6' LT (ROAD B) 1 - 12" x 6" TEE (MJ x MJ x FL) 1 - FIRE HYDRANT ASSEMBLY 12 LF 6" DIP CLASS 53 CONCRETE THRUST BLOCKING 65 STA 33+78.43 - 6.16' LT (ROAD B) 1 - 11 1/4' BEND (MJ) CONCRETE BLOCKING 66 138 LF 12" DIP CLASS 52 SANITARY SEWER FORCE MAIN NOTES 111 328 LF 6"0 HDPE SDR 17 FUSED PIPE FORCE MAIN 1) ALL CATCH BASINS ARE TO BE INSTALLED NTH W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 3) WHERE VANE GRATES ARE USED REFER TO AUBURN DETAIL STORM-10. r STORM PIPE NOTES STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12"0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 NOTE. IF ADS N-12 OR HANCORE PIPE IS USED IT SHALL BE WATER TIGHT INTEGRAL BELL (WT IB) DESIG 704 IN 13' LENGTHS. &% -1 = IJAME � DATE��' NOTE. CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. FOR WATER ONI Y THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE S'•O CITY NGI ER DATE KL(:UKU UKAMNU (:tK Iltl(:A IIUN THESE DRAWINGS CONFORM TO THE CONTRACT01'S CONSTRUCTION RECORDS BY: DATE: .1- Os- TITLE/POSITION: a!!C-4 ct CONFIRMED BY CITY DATE it PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: LO IN o 0 z 0 N ~ ~ ~ W 4621 U U U Y Y J J c Lw mcn m Q Q Q LO V_ N ^ 32+00 33+00 34+00 35+00 3 0 J CN N K _ J a / 0 3 co 04 N O N 0 Z Q J Y Q J SEE SHEET 18 FOR CONTINUATION 35+00 36+00 37+00 38+00 CATCH BASIN NOS 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 3) WHERE VANE GRATES ARE USED REFER TO AUBURN DETAIL STORM-10. STORM PIPE NOTE STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS. PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12"0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (212"0) >18" ASTM C-76 DUCTILE IRON PIPE An CLASS 50 or 52 NOTE: IF ADS N-12 OR HANCORE PIPE IS USED IT SHALL BE WATER TIGHT INTEGRAL BELL (WT IB) DESIG 704 IN 13' LENGTHS. KEYMAP WATER NOTES 2©19 LF 12" DIP CLASS 52 24 STA 35+23 6' LT (ROAD B) 1 - 12" x 6" TEE (MJ x MJ x FL) 1 - FIRE HYDRANT ASSEMBLY 12 LF 6" DIP CLASS 53 CONCRETE THRUST BLOCKING 25 23 LF 12" DIP CLASS 52 26 STA 35+46 6' LT (ROAD B) 1 - 12" TEE (FL x FL x FL) 3 - 12" GATE VALVE (FL x MJ) CONCRETE THRUST BLOCKING 27 118 LF 12" DIP CLASS 52 31 210 LF 12" DIP CLASS 52 32 STA 37+51.04 13.32' LT (ALIGNMENT B) 1 - 12" 45' BEND (FL x FL) 1 - 12" 11 1/2' BEND (FL x FL) 2 - 12" ADAPTOR (MJ x FL) CONCRETE THRUST BLOCKING 33 III LF 12" DIP CLASS 52 34 STA 38+51.24 6.00' LT 1 - 12" TEE (FL x FL x FL) 3 - 12" GATE VALVE (FL x MJ) CONCRETE THRUST BLOCKING 35 28 LF 12" DIP CLASS 52 36 STA 38+85.20 6.18' LT (ALIGNMENT B) 1 - 12" CAP OR PLUG CONCRETE THRUST BLOCKING 3©115 LF 12" DIP CLASS 52 ® STA 38+00 - 20' RT 1 - 1 1 /2" IRRIGATION METER SAN1 TARY SEWER FORCE MAIN NOTES 8Q 144 LF 6"0 HDPE SDR 17 FUSED PIPE FORCE MAIN LEGEND — PLAN VIEW LINETYPES WATERLINE - - - - - - - EXISTING STORM DRAINAGE SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER STORM DRAINAGE — PRE-_- FIRELINE - - - - - - - - - - INGRESS/EGRESS & UTILITY EASMENT EXISTING CONTOUR 500 PROPOSED GRADING PROPOSED ROAD CENTERLINE LEGEND — PROFILE LINETYPES 2" WA TER WATER MAIN SANITARY SEWER FORCE MAIN SANITARY SEWER STORM DRAINAGE I IF 71 I EXISTING STORM DRAINAGE L — — — — — p�� E U U [LT NAME �4J DATE 1 NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE CITYCO40MEER DATE REC'D DRAWING CERWCATION THESE DRAWINGS CONFORM TO THE CONTRACTOR' CONSTRUCTION RECORDS BY: . DATE. TITLE/POSITION:co �� �•� �•�� CONFIRMED BY CITY 0AX- L lard PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved �,APARTMENTS CROSSING NOTES GRAPHIC SCALE 20 o to 20 40 FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR PHASE I UTILITY PLAN SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"X48"X108" SHEET OF ( IN FEET) ETHAFOAM 220 WILL BE PLACED BETWEEN THE A PORTION OF SECTION 6 AND 7 TOWNSHIP 20 NORTH, RANGE 5 EAST 3 oCROSSING 1 inch = 20 ft. PIPES WITH SAND PLACED AROUND THE PIPES AND THE ETHAFOAM SHEET. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON z r- i r ,� ^� V rr. - - Q oe/.01 EX. #12 i / - `SEX. �B#13 Nr W 0 904 -Ef if #11t \ r ' SM #1610 140 FF - 5' (STING PUMP STATION TO BE DEMOLISHED SEE SHEET 22 FOR CON77NUA77ON EX. CB 12, TYPE 2- 48 "0 { A = 300+67.58 - ON CL Q X08113. TYPE 2-48"0 j EX. RIM = 58241 w� ISTA . 301+32.85 - 30.22 RT EX. I.E. (E) 24 IN = 564.36 m EX. Q = 582.35 EX. LE. (SW 24" OUT = 564.36 EX. I.. NE) 24" IN = 564.72 NEW I.E. S 6 IN = 565.86 a � (W) 24" OU-L = 564.72 NEW I.E. 12" IN = 565.36 CONTRACTOR TO CUT EXIST. 24" °fj STORM PIPE AND CONNECT TOLO I EX. CB 11 TYPE 2-48"0 rr< PROPOSED CATCH BASIN. STA = 300+05.84 - ON CL + N ABANDON EXIST. PIPE TO THE SW. LO EX. RIM = 580.40 i°, ADJUST RIM TO 582.86 + d EX. LE NE) 24" IN 564.05 = p - - GRADE 24" OUT 564.05 PROPOSED "' 11 NEW I*,- (N) 6" IN = 565.55 4i ?� � 1.00% _ -4.' W I I EXISTING GROUND - - - - f T EX. CB_ 8 TYPE 2-48"0 STA 301+73.18 22. RT EX. RIM = 581.81 _---I - + - - - - -I-I- - EX. I.E. (SW) 24" OUT - 564.96 I I 120 WATER Mom, 4 6" FORCE MAIN 00( :t - ECT TO EXISTING 120 WATT I I I II I CONTRACTOR SHALL VERIFY I I I I II I LOCATION, INVERT, ELEVATION AND i FITTINGS REQUIRED FRIOR TO FORCE MAIN TO BE ENCASED IN j I I CONCRETE AT WATER CROSSING ( I GI II I CONSTRUCTION. 570 FOR 20 LF CENTERED AT I I 1 I I I EX1 LF 24"0 ADS CROSSING POINT I I I II N-+12 @ 0.58% I I EX 7 LI 24 0 ADS N-12 ® 0.50% I I EX. 62 LF 24"0 ADS N-12 0 0.50% - - - _ - - - - - - - - I�I---,-----+--� r- ------- I II 8VC 2LF P_-- R2 LJ L J 141LF 800 PVC SDR21 0 &59x 5ro a - ALIGN"FN" I J38 I Lr STA 000+00 to STA M+41 1 SSMH,#1610-139, TYPE 1 - 60"1 SK�ALE 1" 20' HORIZ. STA = 301+35.84 - 5.60 RT RIM = 5B2-.25 s' 8 s . ON 1" _ ' VERT. I.E. (SE) 8" IN = 561�& I i F Mg) R" lu IT = Wit-. o - 60"0 A = JU1tOU. 4 - 0J.0J K1 f = 584.68 " I.E. (N IN = 566.21 (SW) 8W4 566.11 ryUTE. CONTRACTOR TO VERIFY LOCATION, INVERT AND PIPE SIZE PRIOR TO CONSTRUCTION. 00 d 00 cfl of r\ 00 00 00 00 300+00 301+00 302+00 LEGEND - PLAN VIEW L►NETYPES --- WATERLINE - - - - - - - - - - EXISTING STORM DRAINAGE SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER STORM DRAINAGE FIRELINE - _ _ - - - - _ - _ INGRESS/EGRESS & UTILITY EASMENT EXISTING CONTOUR F5-0-01 PROPOSED GRADING -�� - PROPOSED ROAD CENTERLINE LEGEND - PROFILE LINETYPES 2" WATER WATER MAIN SANITARY SEWER FORCE MAIN SANITARY SEWER STORM DRAINAGE I I- EXISTING STORM DRAINAGE I L------I L KEYMAP WATER NOTES 22 STA 35+10 13' LT (ROAD B) 1 - 12" 45' BEND (FL x FL) 1 - 12" 22 112' BEND (FL x FL) 2 - 12" ADAPTER (MJ x FL) CONCRETE THRUST BLOCKING 2©19 LF 12" DIP CLASS 52 24 STA 35+23 6' LT (ROAD B) i - 12" x 6" TEE (MJ x MJ x FL) 1 - FIRE HYDRANT ASSEMBLY 12 LF 6" DIP CLASS 53 CONCRETE THRUST BLOCKING 25 23 LF 12" DIP CLASS 52 26 STA 35+46 6' LT (ROAD B) 1 - 12" TEE (FL x FL x FL) 3 - 12" GATE VALVE (FL x MJ) CONCRETE THRUST BLOCKING 27 118 LF 12" DIP CLASS 52 28 STA 301+30 38' RT (ALIGNMENT F) 1 - 12" 90' BEND (MJ x MJ) CONCRETE BLOCKING 29 15 LF 12" DIP CLASS 52 30 CONNECT TO EXISTING 12" WATER MAIN. CONTRACTOR SHALL VERIFY LOCATION, INVERT, ELEVATION, AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. STA 301+30 54' RT (ALIGNMENT F) 1 - 12" 90' BEND (MJ x MJ) WITH RESTRAINED JOINT CONCRETE THRUST BLOCKING SANITARY SEWER FORCE MAIN NOTES CATCH BASIN NOTE- 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 3) WHERE VANE GRATES ARE USED REFER TO AUBURN DETAIL STORM-10. STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12"0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 NOTE. IF ADS N-12 OR HANCORE PIPE IS USED IT SHALL BE WATER TIGHT INTEGRAL BELL (WT IB) DESIG 704 IN 13' LENGTHS. ® 144 LF 6"0 HDPE SDR 17 FUSED PIPE FORCE MAIN Q 85 LF 6"0 HDPE SDR 17 FUSED PIPE FORCE MAIN 1® REMOVE EXISTING BEND AND CONNECT TO EXISTING 6" SANITARY SEWER FORCE MAIN. CONTRACTOR SHALL VERIFY LOCATION, INVERT, ELEVATION AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. Q% C3 � U 0d4 NAME�DATE _L�'� NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE 01 DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CON TRUCTION RECORDS BY. DATE: l TITLE/POSITION: f t : �"y�' CONFIRMED BY CITY P`� DATE. PROJECT REF: FAC J04-0018 41 rT _ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: 0� .A �CLa- CL- 0 00 o 0 W U U U Z Z Z Y m m m o m Q Q Q �) N o„d 000 N _ r- O •Oi aD I I rn''* -* d Go ,-. `o v C � c �pt< �� v r. 3 O N � E O vI M to N U a: J Z W W Z �- L r cc F" < a. OL QJ oL U Z " W Q zCL LLJ W uj cc cc cc W W W IJ 1 v DATE SEALED ' �.� W A K�F OF WASh J j� Q -A d 18379 I w� Ff f�1 S TER��(>�`� ONAL EXPIRES: 1-31- ` PROJECT MANAGER J l'Y W PF- DESM WE DRAWN PJ/MN SEC 6 T 20M R 5 E FLE NO 28776 DATE 9/04 SCALE P',W SHEET230F29 FLE NO 28776 V'� 5\�- 2.L1 lh 1/ 3 S3 S1UB /E_ / L L 580.0 B" rAn GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. CROSSING NOTES FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"X48"X108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. AREA 19 APARTMENTS PHASE I - UTILITY PLAN A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANGE 5 EAST CITY OF AUBURN, PERCE COUNTY WASMNGTON i i i I.L. J/V.LL SS STA 502+71.86 LE. 576.20 1 - - - - - - - - - - - - - I !, U Z M Q� 0 RIM = 586.79 I.E. 12IN=578.66 I.E. �S,SE) NW) 12" OUT = 578.66 all 12"0 ADS RIM = 586.64- I.E. (E, W) 8" IN = 577-.91- I.E. (NW) 8" OUT = 576.-ff MAW LEGEND - PLAN VIEW L -- WATERLINE - - - - - - - - - - EXISTING STORM DRAINAGE SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER STORM DRAINAGE FIREUNE - - - - - - - - - - INGRESS/EGRESS & UTILITY EASMENT EXISTING CONTOUR 500 PROPOSED GRADING PROPOSED ROAD CENTERLINE 1// A TCE3 A l^'r= + CJ IV Lr IL Ulr ULA33 JL ®STA 12+40.99 - 4.09' LT (ROAD A) 1 - 12" TEE (FL x FL x FL) 1 - 12" GATE VALVE (FL) CONCRETE THRUST BLOCKING @ 37 LF 12" DIP CLASS 52 60 STA 12+46.20 - 40.78' LT (ROAD A) 1 - 22 1/2' BEND (MJ) CONCRETE BLOCKING 61 114 LF 12" DIP CLASS 52 62 STA 12+90.25 - 141.39' LT (ROAD A) 1 - 12" 90' BEND (MJ) CONCRETE THRUST BLOCKING 63 76 LF 12" DIP CLASS 52 64 STA 12+42.39 - 177.88' LT (ROAD A) CONNECT TO EXISTING 12" WATER MAIN. CONTRACTOR SHALL VERIFY LOCATION, INVERT, ELEVATION, AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. 1 - 12" 90' BEND (MJ x MJ) WITH RESTRAINED JOINT CONCRETE THRUST BLOCKING 1%cmuMu u DATE112!—� E-nM \A/ A TCD r)KI I V STORM F'11't= NV 11== STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS. PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12"0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (212"0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 NOTE. IF ADS N-12 OR HANCORE PIPE IS USED IT SHALL BE WATER TIGHT INTEGRAL BELL (WT IB) DESIG 704 IN IS LENGTHS. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE HLJL FLAN) AKL I-ILKLU T t-xrrKvvcu -OR CONFORMANCE WITH THE CITY OF 3ONNEY LAKE PUBLIC WORKS STANDARDS %ND SPECIFICATIONS. APPROVAL IS VALIC -0R A PERIOD OF 12 MONTHS FROM THE )ATE OF SIGNATURE ^lTY/'FNGfNFFR DATE CONTRACTOR'S CCPNS-ION RECORDS IY: 1ATE.- Z'� --LE/POSITION: M G'- a=0- ,ONFIRMED BY CITY 4116- DATE PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. _ Date Approved: a CL CL- a a 0 o a z 0 N ►_ ti W � �u Z ^ N Z p o� o U U U ^�zzz Y � Y -j J ct: m m m zW z in to m Q Q Q 500+00 06' 3 0 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 24" SD I.E. = 8" SS I.E. = 551.1 i CROSSING NOTES FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"X48"X108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. AREA 19 APARTMENTS PHASE I - UTILITY PLAN A PORTION of sEc-noN s AND 7, rownS-eP 20 Noari-+, Rangy s E,asr CITY OF AUBURN, PIERCE COUNTY, WASHINGTON 1+00 2+00 3+00 3+25.20 r ' 0 LE s 567.36 SO CROWN = 564.31 XEYMAP SANITARY SEWER FORCE MAIN NOTES © 209 LF 6"0 HDPE SDR 17 FUSED PIPE FORCE MAIN WITH TRACER WIRE LEGEND - PLAN VIEW LINETYPES --- WATERLINE - - - - - - - - - - EXISTING STORM DRAINAGE SANITARY SEWER FORCE MAIN SANITARY SEWER SANITARY SIDE SEWER STORM DRAINAGE FIRELINE - - - - - - - - - - INGRESS/EGRESS & UTILITY EASMENT EXISTING CONTOUR 500 PROPOSED GRADING PROPOSED ROAD CENTERLINE LEGEND - PROFILE LINETYPES 2" WA TER WATER MAIN SANITARY SEWER FORCE MAIN SANITARY SEWER STORM DRAINAGE EXISTING STORM DRAINAGE I I L-----� NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE !-r.DS' DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS "ll DATE: TITLE/POSITION: CONFIRMED BY CITY DATE. PROJECT REF: FAC 04-0018 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. _ Date Approved: -?f 517- 1-) av -�sj 0_Gbl_s?q GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. j ',Q fNl� JIMIM\ ' PLANS FOR DETALS SSMH#1610-129 EX. CB #11 xy [ _R% =X. CB#1 Q W J AREA 19 APARTMENTS PHASE I — COMPOSITE UTILITY PLAN A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANGE 5 EAST CRY OF AUBURN, PIERCE COUNTY, WA3FNNGTON LAKE 7APPS PARK WA - _• CITY OF AUBURN POSTMASTER APPROVAL BY: DATE. TITLE/POSITION: NOTE. CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS go DATE. TITLE/POSITION: CONFIRMED BY CITY DA TE: PROJECT REF: FAC #04-0018 ! 9 Ds- !:e THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: a o N C w z w o W 0 w 0 Z Z Z Y J � W C LQ Z Z3 O] Q Q Q eRF 5 - �.% o'� '666 GRAPHIC SC AIDE 50 0 25 50 ( IN FEET ) 1 inch = 50 M 1#1610...&�'�l`� •EX CB14 � • SSMH I#1610-132 J EX CB#5 SSMH�161( AREA 19 APARTMENTS PHASE I - COMPOSITE UTILITY PLAN A PORTION OF SECTION 6 AND 7, TOWNSHIP 20 NORTH, RANGE 5 EAST CITY OF AUBURN, PIERCE COUNTY, WASFaNGTON [XF-WfAU UFAM"l114V VLIN IIf IVP1 IIVII THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS IY. )ATE. 1TLE/POSITION: — ,ONFIRMED BY CITY F'KOJtU I KtI-: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. _ Date Approved: o 0 w U U U Z Z Z Y Lu Z CL Q Q Q I:\LAKELAND-SO\28776\WORK\PLTSHT\PHASE 1\28776ESMT.DWG CD O O Q C- rrl v CL a �$ n 0 v _O ! 52 00 O S O 0 M x w o M � n m ON co < z z nmC-) �;C:O,o ao �za zN� Z O Cc, 0o2 CD =j Fq ZJ0 D o M Z om G1 t n rn D o TOIZ 00D 0,, =0 m Mo zxM p D� morn q -am �z� V) Mo DOD z z Cc) m�N CO rn m rn �J p� 0M X, --I -f Np NrnD -,,y (c�v ON m�0 �< >oo rnr TITLE O X i r MA TCHLINE SEE SHEET 29 AREA 19 APARTMENTS PHASE 1- EASEMENT EXHIBIT ENT EVERGREEN TUCq PARTNERS, LL.C. xioz B annuuP sr. 9UMVER, WASHWOTON 98399 ATTN. KAFEN 3ARTELL e*x p gineering 0. 2601 South 35th, Suite 200 Tacoma, Washington 98409-7479 (253) 473-4494 FAX: (253) 473-0599 N, Cn l4j O y � g IMENNIF97 OF: 4 BONNEY LAKE REDLINES II/Ism pJJ 3 AUBURN REDLINE COMMENTS IIA2M pal 2 AUBURN REDLINE COMMENTS PJJ I AUBURN REDLINE COMMENTS to/am Pi)i 1:\LAKELAND-SO\28776\WORK\PLTSHT\PHASE 1\28776ESMT.DWG -- - -- - -- -- -- MATCHLAYE SEE SHEET 28 D d Mn >se An -um z-D z cn 9 �zz 20>ACtn Z > z mmm mNcnCc: o>v co Np U)m> y0 4 r � 0 > �� v VI;v i BAN y n gin moozd dp m Z tr'f 4 BONNEY LAKE REMMES 111181104 PJJ 3 M&M Rmlw COW&TS 11/12/ 4 PJJ F AL" NE SITS 10126M PJJ 1 AUBURN REDLINE G't ITS 1�f KE TAPPS PAR' LAKELAND TOWNE CENTER COMMERCIAL SITE 001, 000 Overall Landscape Plan - - - -------------- ---- .............. . ..... . ...... GAR RECORD DRAWING CERTIFICA11ON THESE DRAWINGS COWORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE POSITION: CONFIRMED BY CITY: DATE: Project Ref: f54C'41'!k* 415 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MIMMUM LANDSCAPEING REQUtREMENTS Approved B Date Approve Ae F" STATE OF WASHINGTON REGISTERED LA CAP CHITECT Ka n ertifteate 0. 57's "mown" C Cz CCi O °- RE10SION No. Date By I I V12104 MIK ,Revise Planfi% Plan min PAZ�, t� al +,Fi• Ar. �.r.�.. .�{ir�ii�...��eiT �,Qy.:�*i��������#r,,,Ai,' `�.r� +�.�f ���j,/'e";�. ���^>'r�,+�:a` � �,,�.,,5..■r•r M .■:'y._, «.r.sar■�{{r/ .- I • ,fJ • Y.l>t� '� .s j .r h�/'�/�, /!o►.{{� + �.; ,su /�w •,'►j. v/F!� ,�, ,�ww\�IIy/ 3 �,,,,.7"�*d���% .." ,.rr�. : iiiir�R'/ �lr► j-/WeFhr ;n1 • el "a . waves.:r•. ��■■r.�laa�.F. W/... NOR .%f•\ ... I We:- ( .-w �1�`-- -.I.« 'I' ti!."" :e• sfr� ' •r■■ham■■ r{•ss..■•.. .rrrr• , • .. 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O*�� � V 45 �i/fix ,4J f -jr1r f10 1 lei,a• ya• r� Op4O MOW_ opt zu IL 10 ry • �,orL7.. �. r • .0k »_. _ :..ter♦ '"" _ ����r_�`r►1�a: �.OWN ,i: w 0 R i+ 0 #tt ta4Yy} Me- &,0 NO V..% `07 a..d�el oa F1 �� ' °, w 100 Or- w,1 a e S! L OrT 0 1W rig;. '' .•� � i ,. IAN OAL- rr 7 1.'* � 1 ell vz5vOlp, AlA a � 6pba A 1 WW a+{cr 1 ': F P; M .�j •�.a_ k ■3% w4c. W NEW • f —ead men 410 Ak awl �a ��♦•�` Yak. �♦ � QQ� ;1 �y •. ROB ILL * yy.°`1� ri'61iMIT L1 M * `A +bra E A --•.,�...�- •'�' ;fie@��,�. �-�^ ! .r Aw'"��, .bar • 5 'J or 4 AP ''m EKN .1i 0 r a arm'" ;! . HOi I A _ •.w #� - � lop Sr7 tf • r• r•. ••,! Pro OW TH�S PLAN �.. • y SHEET Of AUBIn �.•," • , SCAPEING �u. r•f• •yy To :is rfw Approved BY'. qMdR=X_Ad1LdMZZ0KX_F- .r• i ��• >>V i s F • s • • , ACV ago �` • • r. . '�� � : O• �urif �4J,r kr 09-0 r • * ,� t .� • ••r• • ■firs.. •`• • .r. t'► � 4.' •r rr.. r • r rfur . rf .4 1 Yfr•• `r•• •• • • • ■ �o• .+rr• su• �rii� � �� ► b y• y • r• ),• ' �, _ • ;,� •• c l<) Atli e► IN PA [fi \ it STY \ \ FRACtT 'EL,L\'rA( M_4,NJ�2Y®r �T_ • I)OMIN O-_ malmm_'Wr 0 `.1210 b,ittaL Landscape ',Z MLISCARI MAJESTIC'/ 'C LILY TURF RHODODENDRON DORA AMATEIS'/ DORA AMATEIS HODODENDRON NAN aw,;A DOMESTICA 'FIRE POWER/ FIRE POWER HEAVER',,,,Y BAMBOO X To "I og 1-OUCHERABELIA 'S THUNBERGII'ROSE GLOW BARBERRY 4026 ANT. �VS BURKWOODI I 71) 4R !kKWf;fIT4I OSMANTHUS; BERBE IS THUNBERGIPCIRIMSON PYGMY ame CRIMS4N PYGMY BARBERRY -P1 P19Mr,;z�---APON1CA URITY PUR — A.;ANESE PIERIS SMNTHUS HETEROPHYLLUS VAMfW H, I FALSE HOLLY RHODODENDRON `PJM` PJM RHODODENDRON �'JNUS FLEXIS VANDERWOLPS I C �t�NDERWOLPS PYRAMID LIIABER PINE 'HODODENDRON'UNKX)e 9,t;'�,VE RHODODENDRON EU001MUS FORTUNEI 'EMERAOde (>�)®� '��:,+`�LD GAIETY'/ EMERA",kD GAIETY EUONYMUS A yro" A EVEREST EVEREST AZALEA 4 AZAL. C Z 'NIDIFOf;tMtS'/ NEST SPRUCE IF OTTO LUYKEN/ OTTO LUYKEN LAUREL 4m Nh, K :2 r A 111q A , yN 1"N& RA gm-"q —mm low MOM��F �. . ......... C C #2 B/ A—HC BIA 122- BIA 6 C an C BIA Landscape Plan ......... s. A FF— 9' A A 9 C ex N C Qz- N . . ............ . .... .... . - --------- 44# ......... — — ----- I ............. ........... ...... ........ . ---- - -- - ------- 4f� 4 .......... ........ SCALE. 1"=20 FEET m m m 0 10 20 40 SCALE. 1"=20 FEET 0 10 20 40 RECORD DRAVONG CERTIFICATION THESE DRAMNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE POSITION: CONFIRMED BY CITY: DATE: Project Ref: r-14C-'0,4'104VI6 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S 10#00" LANDSCAPEING REQUIREMENTS Approved By. Date Appro STATE OF WASHINGTON REGISYERED Cz CIO Cqu Cz Cz E V C. C. REVISION No. Date 8 y I V12/04 MI I Revise fttlng Ma Sao Ill = 201-011 D-W- silled NO. MIK D"a F.M. LA P KBR Dft 12 Nov. Pbm CITY AP D& Pm" No. OJJM 7 3T5\1 3.5 0Tr 35 Plant Schedule Plant Schedule (Cont.) SYMBOL QTY. BOTANICAL NAME / COMMON NAME SHRUBS u SIZE SPACING, CONDITION & REMARKS 14 ACER CIRCINATUM / VINE MAPLE 5-6' HEIGHT NURSERY GROWN, MULTI -TRUNK, EVENLY BRANCHED 4 ACER PLATANOIDES 'DEBORAH'/ DEBORAH MAPLE 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) 4 ACER RUBRUM 'BOWHALL' / BOWHALL MAPLE 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) 13 ACER RUBRUM 'SCARSEN' / SCARLET SENTINEL MAPLE 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) 10 CERCIDIPHYLLUM JAPONICUM / KATSURA TREE 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) 28 CORNUS KOUSA'SATOMI' / SATOMI KOUSA DOGWOOD 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) 14 CRATAEGUS PHAENOPYRUM / WASHINGTON HAWTHORN 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) 21 FRAXINUS AMERICANA 'RAYWOOD' / RAYWOOD ASH 2" CAL. B&B, BRANCHED @ V HT. (STREET TREE QUAILITY) 16 PRUNUS'BERRY'/ CASCADE SNOW CHERRY 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) 13 PRUNUS SARGENTII 'CALUMNARIS7 COLUMNAR SARGENT CHERRY 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) 10 PYRUS CALLERYANA'REDSPIRE' / REDSPIRE PEAR 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) 18 STYRAX OBASSIA / FRAGRANT SNOWBELL 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) 1 TILIA TOMENTOSA'STERLING' / STERLING SILVER LINDEN 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) 20 ZELKOVA SERRATA'GREEN VASE' / GREEN VASE ZELKOVA 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) 23 CEDRUS DEODARA / DEODAR CEDAR 6-7' HEIGHT B&B, NURSERY GROWN 17 CHAMAECYPARIS OBTUSA'GRACILIS' / SLENDER HINOKI CYPRESS 6-7' HEIGHT B&B, NURSERY GROWN 18 CUPRESSOCYPARIS LEYLANDII / LEYLAND CYPRESS 6-7' HEIGHT B&B, NURSERY GROWN 7 CUPRESSUS SEMPERVIRENS TASTIGIATA' / ITIALIAN CYPRESS 6-7' HEIGHT B&B, NURSERY GROWN 15 PINUS CONTORTA / SHORE PINE 6-T HEIGHT B&B, NURSERY GROWN 25 PINUS FLEXIS'VANDERWOLF'S7 VANDERWOLF'S PYRAMID LIMBER PINE 6-T HEIGHT B&B, NURSERY GROWN 0 PINUS NIGRA / AUSTRIAN BLACK PINE 6-T HEIGHT B&B, NURSERY GROWN 12 PSEUDOTSUGA MENZIESII / DOUGLAS FIR 6-7' HEIGHT B&B, NURSERY GROWN 25 THUJA PLICATA / WESTERN RED CEDAR 6-7' HEIGHT B&B, NURSERY GROWN O 130 ABELIA X GRAN I FLORA'EDWARD GOUCHER' / GLOSSY ABELIA 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. 82 ARBUTUS UNEDO'COMPACTA' / COMPACT STRAWBERRY BUSH 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. Q 95 AZALEA EVEREST/ EVEREST AZALEA 2 GAL. CONTAINER FULL FOLIAGE, 24" O.C. 110 BERBERIS THUNBERGII 'CRIMSON PYGMY' / CRIMSON PYGMY BARBERRY 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 60 BERBERIS THUNBERGII 'ROSE GLOW' / ROSE GLOW JAPANESE BARBERRY 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. (D 44 BUXIS SEMPERVIRENS'SUFFRUITICOSA' / DWARF ENGLISH BOXWOOD 2 GAL. CONTAINER FULL FOLIAGE, 18" O.C. 22 CAMELLIA JAPONICA'KRAMER'S SUPREME' / KRAMER'S SUP. CAMELLIA 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. 64 CHOISYA TERNATA / MEXICAN ORANGE 5 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 126 CISTUS X HYBRIDUS / WHITE ROCK ROSE 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. 83 CISTUS X PURPUEUS / PURPLE ORCHID ROCK ROSE 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. 71 CORNUS SERICEA'CARDINAL' / CARDINAL RED TWIGGED DOGWOOD 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. a 79 CORNUS SERICEA FLAVIRAMEA / YELLOW TWIGGED DOGWOOD 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. 84 ESCALLONIA LANG LEYE NS IS'APPLE BLOSSOM' / APPLE B. ESCALLONIA 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. 38 EUONYMUS ALATA'COMPACTA' / DWARF WINGED EUONYMUS 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. 176 EUONYMUS FORTUNEI 'EMERALD GAIETY' / EMERALD GAIETY EUONYMUS 2 GAL. CONTAINER FULL FOLIAGE, 24" O.C. ® 107 EUONYMUS JAPONICUS'SILVER PRINCESS / SILVER PRIN. EUONYMUS 2 GAL. CONTAINER FULL FOLIAGE, 24" O.C. !� 7 HYDRANGEA MACROPHYLLA / BIGLEAF HYDRANGEA 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. O 214 ILEX CRENATA 'CONVEXA' / CONVEXA JAPANESE HOLLY 5 GAL. CONTAINER FULL FOLIAGE, 30" O.C. 0- 89 KALMIA LATIFOLIA'TIDDLYWINKS' / TIDDLYWINKS MOUNTAIN LAUREL 5 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 60 MAHONIA AQUIFOLIUM'NERVOSA' 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 24 NANDINA DOMESTICA 'COMPACTA'/ DWARF HEAVENLY BAMBOO 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 0 131 NANDINA DOMESTICA TIRE POWER' / FIRE POWER HEAVENLY BAMBOO 2 GAL. CONTAINER FULL FOLIAGE, 30" O.C. 112 OSMANTHUS BURKWOODII / BURKWOODII OSMANTHUS 5 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 40 OSMANTHUS DELAVAYI / DELAVAYI OSMANTHUS 5 GAL. CONTAINER FULL FOLIAGE, 36" O.C. ® 59 OSMANTHUS HETEROPHYLLUS 'GOSH IKI'/ GOSHIKI FALSE HOLLY 5 GAL. CONTAINER FULL FOLIAGE, 36" O.C. C) 10 PHORMIUM TENAX'BRONZE BABY' / NEW ZEALAND FLAX 5 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 0 70 PICEA ABIES 'NIDIFORMIS' / NEST SPRUCE 15-18" HT. FULL FOLIAGE, 24" O.C. 159 PIERIS JAPONICA'PRELUDE' / PRELUDE JAPANESE PIERIS 2 GAL. CONTAINER FULL FOLIAGE, 30" O.C. ® 57 PRUNUS L. 'OTTO LUYKEN' / OTTO LUYKEN LAUREL 21-24" HT. FULL FOLIAGE, 36" O.C. O 102 PRUNUS LUSITANICA / PORTUGAL LAUREL 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. 119 RHODODENDRON 'DORA AMATEIS' / DORA AMATEIS RHODODENDRON 2 GAL. CONTAINER FULL FOLIAGE, 30" O.C. PJM 94 RHODODENDRON 'PJM' / PJM RHODODENDRON 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. UO 105 RHODODENDRON 'UNIQUE' / UNIQUE RHODODENDRON 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. 13 ROSMARINUS OFFICINALIS TUSCAN BLUE' / TUSCAN BLUE ROSEMARY 1 GAL. CONTAINER FULL FOLIAGE, 24" O.C. 251 ROSMARINUS OFFICINALIS 'PROSTRATUS' / CREEPING ROSEMARY 1 GAL. CONTAINER FULL FOLIAGE, 30" O.C. (� 87 SARCOCOCCA HOOKERIANA HUMILIS / SWEETBOX 1 GAL. CONTAINER FULL FOLIAGE, 24" O.C. 54 SPIRAEA NIPPONICA'SNOWMOUND' / SNOWMOUND SPIRAEA 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 54 SYMPHORICARPOS ALBUS / COMMON SNOWBERRY 2 GAL. CONTAINER FULL FOLIAGE, 30" O.C. 52 SYRINGA PUBESCENS PATULA WISS KIM' / MISS KIM LILAC 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. O 24 TAXUS X MEDIA'HICKSII' / HICKS YEW 2 GAL. CONTAINER FULL FOLIAGE, 32" O.C. 0 97 VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY 2 GAL. CONTAINER FULL FOLIAGE, 42" O.C. 40 VIBURNUM DAVIDII / DAVID VIBURNUM 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 0 289 VIBURNUM TINUS 'SPRING BOUQUET/ LAURUSTINUS 5 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 141 VIBURNUM TOMENTOSUM 'MARIESII' / MARIESII DOUBLEFILE VIBURNUM 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. SYMBOL QTY. BOTANICAL NAME / COMMON NAME SIZE SPACING, CONDITION & REMARKS FERNS, GRASSES & PERENNIALS ® 30 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / FEATHER REED GRASS 1 GAL. CONT. 18" O.C. Q 40 CAREX TESTACEA / ORANGE NEW ZEALAND SEDGE 1 GAL. CONTAINER 24" O.C. ® 25 HAKONECHLOA MACRA'AUREOLA' / GOLDEN JAPANESE FOREST GRASS 1 GAL. CONTAINER 18" O.C. @ 98 HELICTOTRICHON SEMPERVIRENS'SAPHIRESPRUDEL' / BLUE OAT GRASS 1 GAL. CONTAINER 18" O.C. e 19 HOSTA SIEBOLDIANA / PLANTAIN LILY 1 GAL. CONTAINER 18" O.C. O 76 LAVANDULA STOECHAS / SPANISH LAVENDER 1 GAL. CONTAINER 18" O.C. O 83 LIRIOPE MUSCARI 'MAJESTIC' / MAJESTIC LILY TURF 1 GAL. CONTAINER 18" O.C. OO 20 MOLINA CAERULEA'VARIEGATA' / VARIEGATA MOOR GRASS 1 GAL. CONTAINER 18" O.C. 0 8 PENNISETUM ALOPECUROIDES'HAMELIN' / DWF. HAMELIN FOUNT. GRASS 1 GAL. CONTAINER 24" O.C. 5 PENNISETUM ALOPECUROIDES 'MOUDRY' / BLACK SEEDED FOUNT. GRASS 1 GAL. CONTAINER 24" O.C. GROUND COVER MEJ1040 ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 1 GAL. CONTAINER 24" O.C. CALLUNA VULGARIS'DARK BEAUTY' / DARK BEAUTY SCOTCH HEATH 1 GAL. CONTAINER 16" O.C. CEANOTHUS GLORIOUSUS 'PT. REYES' / PT. REYES CEANOTHUS 1 GAL. CONTAINER 36" O.C. COTONEASTER DAMMERI 'CORAL BEAUTY' / BEARBERRY COTONEASTER 1 GAL. CONTAINER 36" O.C. ERICA CARNEA'SPRINGWOOD WHITE' / SPRINGWOOD WHITE HEATHER 1 GAL. CONTAINER 18" O.C. ERICA X DARLEYENSIS TURZEY' OR (KRAMER'S ROTE) / FURZEY HEATHER 1 GAL. CONTAINER 18" O.C. EUONYMUS FORTUNEI 'COLORATA' / VARIEGATED WINTERCREEPER 1 GAL. CONTAINER 36" O.C. EUONYMUS FORTUNEI 'IVORY JADE' / IVORY JADE EUONYMUS 1 GAL. CONTAINER 36" O.C. LAVANDULA STOECHAS / SPANISH LAVENDER 1 GAL. CONTAINER 18" O.C. PACHYSANDRA TERM INALIS 'GREEN SHEEN' / JAPANESE SPURGE 4" POTS 24" O.C. SEASONAL COLOR - To be Determined by Landscape Architect 4" POTS & 1 GAL. 18" O.C. VINA MINOR'BOWLES' / BOWLES DWARF PERIWINKLE 4" POTS 24" O.C. LAWN - Premium NW Blend Seed Mix Hydroseed per Manufacturer's specs. Planting Requirements GENERAL NOTES: 1. Plant Material List Submittal: Within 30 calendar days after receipt of the notice to proceed, landscape contractor shall submit a complete list of materials proposed to be furnished and installed demonstrating conformance with the requirements specified. Include the name, addressess and telephone numbers of all plant material suppliers and growers. A. Documentation shall also include suppliers name, contact person, address, telephone number, botanical and common name, plant size and size of container or ball. B. Contractor shall provide a signed statement from the plant suppliers who have furnished the plant materials identifying the plant materials being supplied by botanical and common names, plant size and stating that all of the plants supplied by them are in healthy growing conditions meeting the ASNS. C. Submit a project installation schedule, coordinated with the proposed soil ammending and planting schedule to the Landscape Archtiect or owner for approval at least 30 calendar days prior to start of work under this section. 2. Substitutions of plant materials will not be permitted unless authorized in writing by the Landscape Architect or Owner. If proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size and or variety. Such proof shall be substantiated and submitted in writing to the Landscape Architect or Owner at least 30 days prior to start of work under this section. These provisions shall not relieve contractor of the responsibility of obtaining specified materials in advance if special growing conditions or other arrangements must be made in order to supply specified materials. 3. Plants shall be subject to inspection and approval by Landscape Architect or Owner for conformance to specifications upon delivery to the project site. Such approval shall not impair the subsequent right of inspection and rejection during progress of the work. Contractor shall give Landscape Architect 48 hours advance notice when plants will be delivered to the site for inspection. Inspection of plant materials shall take place within 24 hours of delivery to the site. 4. Coordinate work with other trades as required. 5. Locate all underground utilities prior to commencing work to avoid damage to buried pipes and cables. 6. Provide protection for all property, persons, work in progress, structures, utilities, walls, curbs and paved surfaces from potential damage arising from this work. The Contractor shall pay for any such damage at no additional cost to the Owner. Unfinished and completed work shall be protected from erosion or trespassing, and proper safeguards shall be erected to protect the Public from injury or danger. 7. City Of Auburn: City requires Landscape Architect to verify plantings are installed per plan and that plant species and varieties are as indicated in the planting schedule. PLANTING NOTES: 1. Verify bedlines and plant layout with Landscape Architect prior to commencing work. 2. Verify that site conditions are acceptable prior to beginning work. Do not install any site elements or plant material until unsatisfactory conditions are corrected. When conditions detrimental to plant growth/constructed elements are encountered, immediately notify the Owner. 3. Substitutions or changes in materials and placement shall be made only after written change orders are accepted by the Owner. 4. Protect existing tress to remain and plant material located on adjacent property prior to commencing work. Place fencing material at dripline of trees and shrubs. See Existing Tree & Vegetation Protection Detail. 5. Planting soil for trees, shrubs, groundcover and lawn areas shall be RandlesTopsoil Three -Way Top Soil mix or approved equal. 6. Clean and remove all rocks, roots and debris over 2 inches in diameter. Place a six inch (6") depth of Topsoil Mix over areas to be planted with groundcover. Finish grade shall be at least two inches (2") below adjacent hard surface. 7. Plants shall be pit planted with a 50/50 prepared mix of native soil and Topsoil Mix. See planting details for depth and staking requirements. 8. Fertilize all installed plants during backfilI operations with 4-2-2 Agro Transplanter as recommended by manufacturer. Topdress shrub/groundcover beds (prior to mulch application) with Newlife 10-20-20 at the rate of 2 lbs. per 1000 square feet. 9. Mulch all planted areas with a minimum 2 inch (2") depth of approved fir bark 'mulch'. Finish grade of mulch shall be one inch (1") below top of adjacent hard surface. 10. All plant material to be nursery grown stock and arrive on -site in a healthy, vigorous, well branched, disease and insect free condition. 11. Plant trees, shrubs and groundcover as shown in the planting details. Roughly scarify sides of the planting pits. Install plant material high enough above finish grade to allow for settlement and bark mulch. Water plant pits throughly midway through backfilling and add fertilizer tablets. Balled and burlapped material that cannot be installed immediately shall be heeled in, mulched and watered regularly to keep root balls moist. 12. Hydro -seeded Areas: Hydro -seed mulch shall be Silva -fiber or approved equal. Binding agent shall be J-Tac or approved equal. Apply 10-20-20 fertilizer at a rate of 10 lbs. per 1000 square feet. Apply hydro -seed mulch at a rate of 40 lbs. per 1000 square feet and binding agent at a rate of 1 lb. per 1000 square feet. Reseed any areas which do not germinate within 14 days. 13. Seeded or Sodded Lawn Areas: Lawn installation shall occur upon completion of finish grading, planting and mulch installation. Seeding or sodding to occur only when the soil conditions are dry and free of surface water. Carefully water lawn areas after installation. Sodded Lawn Areas: Install a northwest hardy, blended grass sod within 12 hours of delivery to site. Lay sod tight with no gaps, allowing for shrinkage. Apply a 10-20-10 fertilizer at a rate of 10 lbs. per 1000 square feet prior to installation. Seeded Lawn Areas: Seed shall consist of a Perennial Rye Grass blend and applied at a rate of 10 lbs per 1000 square feet. Apply a 10-20-10 fertilizer at a rate at a rate of 10 Ibs per 1000 square feet. Promptly re -seed any areas which do not germinate with 14 days of planting. 14. Provide landscape maintenance immediately after planting and continue until final acceptance. Work shall include watering, spraying, fertilizing, pruning, resetting of plants, restoring eroded areas, adjustments to staking and removal of weeds/debris as required for healthy plant growth. 15. Inspection And Acceptance: The Owner will make an inspection for Substantial Completion of the work upon request by the Contractor. 16. Replacement of Plantings: Remove any plant from site that is either dead, or in unsatisfactory condition as determined by the Owner or Landscape Architect. Replace with a new planting of equal size and species as soon as conditions permit within the normal planting season. All replacement plantings are them to be under re -instated guarantee period as specified. Identify those replacements and take whatever measures necessary to prevent similar demise of additonal plant material. 17. Provide root barrier in a surround or linear pattern for tree plantings when trunk is located within four (4) linear feet of any paved surface. DeepRoot Universial Barrier -UB -18 (or approved equal). Install per manufacturer's recommendations. Warranty: This Warranty shall include replacing and planting the same size and species of plant material, as shown on the Landscape Plan and that has been designated, by the Landscape Architect, to be replaced. Except for loss due to excessively severe climatological conditions (20 year weather charts), installed plant materials are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect or abuse by the Owners or others. All plants replaced shall be re -instated underthese plant guaranty conditions. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE POSITION: CONFIRMED BY CITY: DATE: Project Ref: dl- ��'"�' THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MIMIMUM LANDSCAPEING REQUIREMENTS Approved By: Date Approve STATE OF WASHINGTON REGISTWED Kathleen Bradley Reader Certificate No. 576 4" 22 1W REVISION No. Date By I 11/12/04 MIK Revise Planting Plan; Scale Designer ShM No. MIK L-5 of 8 Sheets Drafter MIK P.M. KBR Dare 12 Nov. 2004 Phase CITY APPROVED DRAWINGS Proled No. 0337 I Recreation Building - Plant Schedule (Quantities &plantings indicated on this schedule are not included on the Plant Schedule shown on Sheet L-5) SYMBOL QTY. BOTANICAL NAME / COMMON NAME TREES - DECIDUOUS 3 ACER CIRCINATUM / VINE MAPLE 6 CORNUS KOUSA'SATOMI' / SATOMI KOUSA DOGWOOD 4 MAGNOLIA GRAND IFLORA 'ALTA' / MAGNOLIA ALTA TREES - PALMS 2 TREES -EVERGREEN SHRUBS CHAMAEROPS HUMILIS / MEDITERRANEAN FAN PALM 1 CEDRUS DEODARA / DEODAR CEDAR 4 CHAMAECYPARIS OBTUSA'GRACILIS' / SLENDER HINOKI CYPRESS 8 CUPRESSUS SEMPERVIRENS 'FASTIGIATA' / ITIALIAN CYPRESS IsT 9 PINUS NIGRA / AUSTRIAN BLACK PINE 6 ARBUTUS UNEDO'COMPACTA' / COMPACT STRAWBERRY BUSH ® 6 AZALEA EVEREST/ EVEREST AZALEA 5 CAMELLIA JAPONICA'KRAMER'S SUPREME' / KRAMER'S SUP. CAMELLIA 2 CHOISYA TERNATA / MEXICAN ORANGE 37 DAPHNE CAUCASICA / CAUCASICA DAPHNE ® 14 EUONYMUS JAPONICUS 'SILVER PRINCESS / SILVER PRIN. EUONYMUS 3 JUNIPERUS SCOPULORUM 'SKYROCKET' / SKYROCKET JUNIPER ® 33 OSMANTHUS HETEROPHYLLUS 'GOSHIKI'/ GOSHIKI FALSE HOLLY 3 PHORMIUM TENAX'RUBRUM' / RED NEW ZEALAND FLAX 10 PHORMIUM TENAX'BRONZE BABY' / NEW ZEALAND FLAX O 31 PIERIS JAPONICA'PRELUDE' / PRELUDE JAPANESE PIERIS O 6 PRUNUS LUSITANICA / PORTUGAL LAUREL 14 RHODODENDRON 'DORA AMATEIS' / DORA AMATEIS RHODODENDRON PJM 7 RHODODENDRON 'PJM' / PJM RHODODENDRON O 6 ROSA BANKSIAE / LADY BANKS' ROSE ® 32 ROSMARINUS OFF ICINALIS'PROSTRATUS' / CREEPING ROSEMARY O— 6 TAXUS X MEDIA'HICKSII' / HICKS YEW } 86 VIBURNUM TINUS 'SPRING BOUQUET' / LAURUSTINUS 6 VIBURNUM TOMENTOSUM 'MARIESII' / MARIESII DOUBLEFILE VIBURNUM FERNS, GRASSES & PERENNIALS SIZE SPACING, CONDITION & REMARKS 5-6' HEIGHT 2" CAL. 2" CAL. XX CAL. 6-T HEIGHT 6-T HEIGHT 6-T HEIGHT 6-T HEIGHT 5 GAL. CONTAINER 2 GAL. CONTAINER 5 GAL. CONTAINER 5 GAL. CONTAINER 5 GAL. CONTAINER 2 GAL. CONTAINER 5 GAL. CONTAINER 5 GAL. CONTAINER 5 GAL. CONTAINER 5 GAL. CONTAINER 2 GAL. CONTAINER 5 GAL. CONTAINER 2 GAL. CONTAINER 2 GAL. CONTAINER 2 GAL. CONTAINER 1 GAL. CONTAINER 2 GAL. CONTAINER 5 GAL. CONTAINER 5 GAL. CONTAINER ® 54 CALAMAGROSTIS X ACUTI FLORA 'KARL FOERSTER' / FEATHER REED GRASS 1 GAL. CONT. 101 CAREX TESTACEA / ORANGE NEW ZEALAND SEDGE 1 GAL. CONTAINER 61 LAVANDULA INTERMEDIA 'GROSSO'/ GROSSO HEDGE LAVENDER 1 GAL. CONTAINER 26 MISCANTHUS SINENSIS'GRACILLIMUS' / MAIDEN GRASS 2 GAL. CONTAINER NURSERY GROWN, MULTI -TRUNK, EVENLY BRANCHED B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) B&B, BRANCHED @ 5' HT. (STREET TREE QUAILITY) B&B, NURSERY GROWN B&B, NURSERY GROWN B&B, NURSERY GROWN B&B, NURSERY GROWN FULL FOLIAGE, 42" O.C. FULL FOLIAGE, 24" O.C. FULL FOLIAGE, 42" O.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 30" O.C. FULL FOLIAGE, 24" O.C. FULL FOLIAGE, 30" O.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 30" O.C. FULL FOLIAGE, 42" O.C. FULL FOLIAGE, 30" O.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, PER PLAN FULL FOLIAGE, 30" O.C. FULL FOLIAGE, 32" O.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 42" O.C. 18" O.C. 24" O.C. 18" O.C. 36" O.C. GROUND COVER SQ. FT. 63 S.F. AJUGA REPTANS'BURGUNDY GLOW/ CARPET BUGLE 4" POTS 18" O.C. 171 S.F. CALLUNA VULGARIS 'DARK BEAUTY' / DARK BEAUTY SCOTCH HEATH 1 GAL. CONTAINER 16" O.C. 296 S.F. COTONEASTER DAMMERI 'CORAL BEAUTY' / BEARBERRY COTONEASTER 1 GAL. CONTAINER 36" O.C. 62 S.F. ERICA CARNEA'SPRINGWOOD WHITE' / SPRINGWOOD WHITE HEATHER 1 GAL. CONTAINER 18" O.C. 20 S.F. ERICA X DARLEYENSIS'FURZEY' OR (KRAMER'S ROTE) / FURZEY HEATHER 1 GAL. CONTAINER 18" O.C. ® 36 S.F. EUONYMUS FORTUNEI 'IVORY JADE' / IVORY JADE EUONYMUS 1 GAL. CONTAINER 36" O.C. o0000 00000 23 S.F. LAVANDULA STOECHAS / SPANISH LAVENDER 1 GAL. CONTAINER 18" O.C. 0 00 0 81 S.F. ROSMARINUS OFF ICINALIS 'PROSTRATUS' / CREEPING ROSEMARY 1 GAL. CONTAINER 30" O.C. XX S.F. SEASONAL COLOR - To be Determined by Landscape Architect 4" POTS & 1 GAL. 18" O.C. 326 S.F. VINA MINOR'BOWLES' / BOWLES DWARF PERIWINKLE 4" POTS 24" O.C. 1,943 S.F. LAWN - Premium NW Blend Seed Mix Hydroseed per Manufacturer's specs. au0 1-3 MAN PLACEMENT ROCK I►_. -_.ate. .�i. �, � ■AI■■10 ,IirjmmlMENEM Nim ► (1� r 1 SCALE: 1 "=10 FEET 0 5 10 20 STATE OF Kathleen Bradley Reader Certificate No. 576 PEIMEMM" MEMO V IMEMEMEM" •FEEMIN! O • .ter ^V REVISION No. Date By I 11/12/04 MIK Revise Planting Plan: ;Entire Sheet Seale I" = 101-011 De51gne' Sheet No. MIK L-7 of 8 Sheets Drafter MIK P.M. KBR Date 12 Nov. 2004 Phase CITY APPROVED DRAWINGS 3� qs��- 3rf a,� V,� oatAft.imemq OQ a a o a o 0 p 0 o ga IWA to 0 LOCATE TIE T MIN. Cl. �' -{ ABOVE FINISH GRADE 0 TREE WRAP (Remove After I -Year) LOCATE TIE HALFWAY BETWEEN GROUND AND UPPER TIE Lawn or Planting Bed 90 0 Sidewalk — ROOT BARRIER 4' to 5' DIA. RING (SEE NOTE) FERTILIZER TABLETS ---" Quantity Per Manufacturer's Recommended Application Rates 0 a TREE SECURED TO STAKE WITH WONDER TREE Fr TIE. DO NOT ALLOW WIRE TO TOUCH TREE. p TREE AND STAKE TO BE IN VERTICAL POSITION AFTER INSTALLATION OF REBAR AND WIRING. REMOVE AFTER I YEAR.. — I" x I" WOOD STAKE DRIVEN AT EDGE OF ROOT BALL TO A DEPTH OF T-0" INTO UNDISTRUBED SOIL.. 2" LAYER BARK MULCH (Avoid Mounding Against Trunk) MOUND SOIL TO FORM BASIN 6" ABOVE GRADE 3-WAY TOPSOIL & BAC KFILL MIX / III III Roadway III-IIIII , III— CUT AND REMOVE BURLAP FROM TOP Q OF — BALL. REMOVE CONTAINER & CENTER ROCT BALL IN TREE PIT* 12" GREATER THAN ROOT BALL WIDTH * REMOVE ALL TREATED OR NON BIO-DEGRADABLE MATERIALS Tree Plantin (Not To Scale) NOTE: (TREES IN LAWN AREAS & WITHIN T OF PAVING) 'DEEP ' UNIVERSAL BARRIER Detail # UB 8L-2 ROOT BOARRI R MATERIAL PER MANUFACTURER'S SPECIFICATIONS FOR EACH TREE ATHER )IL TO FORM BOVE GRADE 'S NUFACTURER'S PPICATION RATES BURLAP FROM TOP )VE ALL TREATED tADABLE MATERIAL. ii11l1J M 131M NMt'I I VA 15I Conifer Tree Planting Detail (Not To Scale) GENERAL NOTES: 1. Plant Material List Submittal: Within 30 calendar days after receipt of the notice to proceed, landscape contractor shall submit a complete list of materials proposed to be furnished and installed demonstrating conformance with the requirements specified. Include the name, addressess and telephone numbers of all plant material suppliers and growers. A. Documentation shall also include suppliers name, contact person, address, telephone number, botanical and common name, plant size and size of container or ball. B. Contractor shall provide a signed statement from the plant suppliers who have furnished the plant materials identifying the plant materials being supplied by botanical and common names, plant size and stating that all of the plants supplied by them are in healthy growing conditions meeting the ASNS. C. Submit a project installation schedule, coordinated with the proposed soil ammending and planting schedule to the Landscape Archtiect or owner for approval at least 30 calendar days prior to start of work under this section. 2. Substitutions of plant materials will not be permitted unless authorized in writing by the Landscape Architect or Owner. If proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size and or variety. Such proof shall be substantiated and submitted in writing to the Landscape Architect or Owner at least 30 days prior to start of work under this section. These provisions shall not relieve contractor of the responsibility of obtaining specified materials in advance if special growing conditions or other arrangements must be made in order to supply specified materials. 3. Plants shall be subject to inspection and approval by Landscape Architect or Owner for conformance to specifications upon delivery to the project site. Such approval shall not impair the subsequent right of inspection and rejection during progress of the work. Contractor shall give Landscape Architect 48 hours advance notice when plants will be delivered to the site for inspection. Inspection of plant materials shall take place within 24 hours of delivery to the site. 4. Coordinate work with other trades as required. 5. Locate all underground utilities prior to commencing work to avoid damage to buried pipes and cables. 6. Provide protection for all property, persons, work in progress, structures, utilities, walls, curbs and paved surfaces from potential damage arising from this work. The Contractor shall pay for any such damage at no additional cost to the Owner. Unfinished and completed work shall be protected from erosion or trespassing, and proper safeguards shall be erected to protect the Public from injury or danger. 7. City Of Auburn: City requires Landscape Architect to verify plantings are installed per plan and that plant species and varieties are as indicated in the planting schedule. FERTILIZER TABLETS QUANTITY PER MANUFACTURER'S RECOMMENDED APPICATION RATES PROVIDE 6" CLEARANCE - BETWEEN ROOT BALL AND EDGE OF PLANTING PIT. Planting Requirements PLANTING NOTES: 1. Verify bedlines and plant layout with Landscape Architect prior to commencing work. 2. Verify that site conditions are acceptable prior to beginning work. Do not install any site elements or plant material until unsatisfactory conditions are corrected. When conditions detrimental to plant growth/constructed elements are encountered, immediately notify the Owner. 3. Substitutions or changes in materials and placement shall be made only after written change orders are accepted by the Owner. 4. Protect existing tress to remain and plant material located on adjacent property prior to commencing work. Place fencing material at dripline of trees and shrubs. See Existing Tree & Vegetation Protection Detail. 5. Planting soil for trees, shrubs, groundcover and lawn areas shall be RandlesTopsoil Three -Way Top Soil mix or approved equal. 6. Clean and remove all rocks, roots and debris over 2 inches in diameter. Place a six inch (6") depth of Topsoil Mix over areas to be planted with groundcover. Finish grade shall be at least two inches (2") below adjacent hard surface. 7. Plants shall be pit planted with a 50/50 prepared mix of native soil and Topsoil Mix. See planting details for depth and staking requirements. 8. Fertilize all installed plants during backfill operations with 4-2-2 Agro Transplanter as recommended by manufacturer. Topdress shrub/groundcover beds (prior to mulch application) with Newlife 10-20-20 at the rate of 2 lbs. per 1000 square feet. 9. Mulch all planted areas with a minimum 2 inch (2") depth of approved fir bark 'mulch'. Finish grade of mulch shall be one inch (1") below top of adjacent hard surface. 10. All plant material to be nursery grown stock and arrive on -site in a healthy, vigorous, well branched, disease and insect free condition. 11. Plant trees, shrubs and groundcover as shown in the planting details. Roughly scarify sides of the planting pits. Install plant material high enough above finish grade to allow for settlement and bark mulch. Water plant pits throughly midway through backfilling and add fertilizer tablets. Balled and burlapped material that cannot be installed immediately shall be heeled in, mulched and watered regularly to keep root balls moist. 12. Hydro -seeded Areas: Hydro -seed mulch shall be Silva -fiber or approved equal. Binding agent shall be J-Tac or approved equal. Apply 10-20-20 fertilizer at a rate of 10 lbs. per 1000 square feet. Apply hydro -seed mulch at a rate of 40 lbs. per 1000 square feet and binding agent at a rate of 1 lb. per 1000 square feet. Reseed any areas which do not germinate within 14 days. 2" LAYER BARK MULCH FEATHER AWAY FROM TRUNK MOUND SOIL TO FORM 4" HIGH BASIN —, Illlll�lllll 50/50 — TOPSOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL OR COMPLETELY REMOVE CONTAINER SLOPE CONDITIONS * REMOVE ALL TREATED OR NONBIO-DEGRADABLE MATERIALS Shrub Planting Detail (Not To Scale) 13. Seeded or Sodded Lawn Areas: Lawn installation shall occur upon completion of finish grading, planting and mulch installation. Seeding or sodding to occur only when the soil conditions are dry and free of surface water. Carefully water lawn areas after installation. Sodded Lawn Areas: Install a northwest hardy, blended grass sod within 12 hours of delivery to site. Lay sod tight with no gaps, allowing for shrinkage. Apply a 10-20-10 fertilizer at a rate of 10 lbs. per 1000 square feet prior to installation. Seeded Lawn Areas: Seed shall consist of a Perennial Rye Grass blend and applied at a rate of 10 lbs per 1000 square feet. Apply a 10-20-10 fertilizer at a rate at a rate of 10 lbs per 1000 square feet. Promptly re -seed any areas which do not germinate with 14 days of planting. 14. Provide landscape maintenance immediately after planting and continue until final acceptance. Work shall include watering, spraying, fertilizing, pruning, resetting of plants, restoring eroded areas, adjustments to staking and removal of weeds/debris as required for healthy plant growth. 15. Inspection And Acceptance: The Owner will make an inspection for Substantial Completion of the work upon request by the Contractor. 16. Replacement of Plantings: Remove any plant from site that is either dead, or in unsatisfactory condition as determined by the Owner or Landscape Architect. Replace with a new planting of equal size and species as soon as conditions permit within the normal planting season. All replacement plantings are them to be under re -instated guarantee period as specified. Identify those replacements and take whatever measures necessary to prevent similar demise of additonal plant material. 17. Provide root barrier in a surround or linear pattern for tree plantings when trunk is located within four (4) linear feet of any paved surface. DeepRoot Universial Barrier -UB -18 (or approved equal). Install per manufacturer's recommendations. Warranty: This Warranty shall include replacing and planting the same size and species of plant material, as shown on the Landscape Plan and that has been designated, by the Landscape Architect, to be replaced. Except for loss due to excessively severe climatological conditions (20 year weather charts), installed plant materials are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect or abuse by the Owners or others. All plants replaced shall be re -instated underthese plant guaranty conditions. I GAL. OR 4" POTTED PLANT MATERIAL 2" LAYER BARK MULCH ®@�t FEATHER AWAY FROM TRUNK MOUND SOIL TO FORM BASIN 3" ABOVE GRADE. 50/50 TOPSOIL MIX PROVIDE 3" CLEARANCE _ BETWEEN ROOT BALL AND —� I1 1-z„ EDGE OF PLANTING PIT. 0 EQUIDISTANT O ME i l I I l lil l l l t l l SPACING FERTILIZER TABLETS USE KNIFE OR SHARP BLADE QUANTITY PER MANUFACTURER'S TO CUT THROUGH BOTTOM RECOMMENDED APPICATION RATES HALF OF ROOT BALL. BUTTERFLY ROOTBALL TO BRING THE ROOT O O O SYSTEM CLOSER TO THE SURFACE. Groundcover Planting Detail_ (Not To Scale) RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE POSITION: CONFIRMED BY CITY: DATE: Project Ref: 1=�'t,#;%4 —41!:�o THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MIMIMUM LANDSCAPEING REQUIREMENTS Approved B Date Appr� STATE OF WASHINGTON v. .hleen Bradley Reader Certificate No. 576 O 4—a c� 4--1 E L c� v O I. QV V Lon V REVISION No. Date By l 11/12/04 M I K ;Revise Planting Plan; Scale As Shown Desigmr Sheet No. MIK Drafta MIK L- Q P.M. KBR lJ Date of 8 Sheets 12 Nov. 2004 Phase CITY APPROVED DRAWINGS epq