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HomeMy WebLinkAbout02D1671J C'J 0 0 CV m a m N n, 0 C_ Q, 0 U Ln m UD En cn m / Y s CD / m co r` / 0 U7 0 z J Lu Y a J / H 3 GRAPHIC SCALE 120 0 60 120 240 ( IN FEET ) 1 inch = 120 ft. LEGAL DESCRIPTION A PARCEL OF LAND IN THE SOUTHEAST QUARTER OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, CITY OF AUBURN, PIERCE COUNTY, WASHINGTON, AND MORE SPECIFICALLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 6; THENCE NORTH 01'43'16" EAST, ALONG THE EAST LINE THEREOF 2,712.34 FEET TO THE EAST QUARTER CORNER THEREOF; THENCE NORTH 88'34"36" WEST, ALONG THE EAST -WEST CENTERLINE OF SAID SECTION, 861.11 FEET TO A POINT ON A NON -TANGENT CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 4,298.00 FEET AND TO WHICH POINT A RADIAL BEARS NORTH 82 26'51" EAST; THENCE SOUTHERLY AND CLOCKWISE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01'12'49" A DISTANCE OF 91.04 FEET; THENCE SOUTH 06'20'20" EAST 125.57 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 06 20'20' EAST 309.92 FEET TO THE BEGINNING OF A CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 2,587.00 FEET; THENCE COUNTERCLOCKWISE, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 0122'29" A DISTANCE OF 62.07 FEET TO THE BEGINNING OF A NONTANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET AND TO M41CH POINT A RADIAL BEARS SOUTH 17'48'41" EAST, THENCE CLOCKWISE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09'32'11" A DISTANCE OF 4.16 FEET, THENCE SOUTH 81'43'30" WEST 433.98 FEET TO TIME BEGINNING OF A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 400.00 FEET, THENCE COUNTERCLOCKWISE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 13'45'04" A DISTANCE OF 96.00 FEET; THENCE SOUTH 67'58'26" WEST 158.15 FEET TO THE BEGINNING OF A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 350.00 FEET, THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 18'09'31" A DISTANCE OF 110.92 FEET, THENCE SOUTH 49'48'55" WEST 114.19 FEET TO THE BEGINNING OF A CURVE, CONCAVE NORTHWESTERLY HAVING A RADIUS OF 245.00 FEET, THENCE CLOCKWISE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 2735'13" A DISTANCE OF 117.96 FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 25.00 FEET, THENCE CLOCKWISE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 9000'00" A DISTANCE OF 39.27 FEET TO A POINT ON THE EAST MARGIN OF EVERGREEN WAY SOUTHEAST; THENCE ALONG SAID EASTERLY MARGIN NORTH 12'35'52" WEST 53.36 FEET TO THE BEGINNING OF A CURVE, CONCAVE WESTERLY AND HAVING A RADIUS OF 682.50 FEET; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 12'41'02" A DISTANCE OF 151.09 FEET; THENCE NORTH 25'16'54" WEST 111.73 FEET TO THE BEGINNING OF A CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 627.50 FEET, THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 12'41'02", A DISTANCE OF 138.91 FEET; THENCE NORTH 12'35'52" WEST 73.24 FEET; THENCE NORTH 7724'08" WEST 556.97 FEET, THENCE NORTH 8643'35" EAST 311.99 FEET, THENCE NORTH 80'33'04" EAST 264.88 FEET TO THE POINT OF BEGINNING. CONSTRUCTION SEQUENCE I. 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. 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENTIFIED ON SHEET 2 AND BY THE G.D.E.S.C. CONSTRUCTION SEQUENCE ON SHEET 2. 4. CALL CITY OF AUBURN FOR INSPECTION. 5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 6. GRADE PROJECT TO PLAN GRADES. 7. INSTALL SANITARY SEWER SYSTEM. 8. INSTALL STORM SYSTEM. 9. INSTALL WATER SYSTEM. 10. INSTALL ALL OTHER UTILITIES. 11. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS. 12. HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN UNWORKED. 13. PAVE Sl TE. 14. VERIFY STABILIZATION OF SITE. 15. CALL CITY OF AUBURN FOR SITE INSPECTION. GENERAL NOTES: 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIRMENT 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" (2000AATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS 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 SUMITTED 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 MALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. SITE DATA: SITE ADDRESS: NORTHWEST OF THE LAKELAND HILLS WAY AND 67TH STREET S.E. INTERSECTION SITE AREA: 10.57t ACRES EX. ZONING: RESIDENTIAL 2-14 UNITS PER ACRE NO. OF LOTS/UNITS: 27 BLDGS, 73 UNITS TOTAL IMPERVIOUS COVERAGE: ASSUMED 100% PERIMETER YARD SETBACKS: FRONT YARD: 15 FEET SIDE YARD: 5 FEET (INTERIOR) 10 FEET (STREET VE) REAR YARD: 20 FEET !�J11�1/1�� WATER: CITY OF BONNEY LAKE SEWER: CITY OF AUBURN POWER: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY TELEPHONE: QWEST CABLE: AT&T BROADBAND GRADING OUANMES- CUT - 10,800 t C.Y. FILL - 18, 000 f C. Y. NET - 7,200 f C. Y. (CUT) NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY. THEY ARE INTENDED FOR THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES. THE QUANTITIES DO NOT HAVE STRIPPING, CUT OR FILL ADJUSTMENTS FACTORS APPLIED TO THEM AND MALL VARY DEPENDING ON THE SOIL CONDITIONS. AREA 8 NORTH at LAKELAND COVER SHEET A PORTION OF THE EAST 1/2 OF SEC71ON 6, TOWNSHIP 20 NORTH, RANG 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON ENGINEER/OF APEX ENGINEERING, P.L.L.C. 2601 SOUTH 35th STREET, SUITE 200 TACOMA, WASHINGTON 98409 ATTN: ,ERRY WAKEFIELD PH.# (253) 473-4494 OWNER/DEVELOPER TYCON, INC. 28621 Pacific Hwy S., Suite#B Federal Way, Washington 98003 Attn: Nate Tynes Ph: (253) 529-3939 Fax: (253) 529-3262 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 = 100.42 (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 572.50 (AUBURN) "y PROPOSED SIDEWALK 71 PROPOSED ASPHALTIC PAVEMENT PROPOSED CENTERLINE - - - - - - - - - - - - PROPOSED EASEMENT - ❑ ❑ ❑ PROPOSED WOOD FENCE --- --- PROPOSED FLOWLINE ----,_-_-_-- PROPOSED SANITARY SEWER LINE PROPOSED STORM DRAIN LINE PROPOSED WATER LINE - - - PROPOSED CONDUIT LINE PROPOSED ROOF DRAIN - ---------------------- 6" PVC ® 1 % MIN. Q WATER CONSTRUCTION NOTE OX STORM CONSTRUCTION NOTE UX G.D.E.S.C. CONSTRUCTION NOTE CROSSING CONSTRUCTION NOTE EkiST1NG PROPOSED ® TYPE li CATCH BASIN ❑ ■ CA TCH BASIN O 0 SANITARY SEWER MANHOLE O o ROOF DRAIN CLEAN OUT �+ qi CROSS �1 IJ4 TEE 10� HORIZON TAL BEND IV If AIR RELEASE VALVE 1 BLOW OFF �Q Jk FIRE H YDRAN T �Q H GATE VALVE ® 0 WATER METER P ► REDUCER ® 0 MONUMENT 0 0 PROPERTY CORNER > ORNAMENTAL SITE LIGHT 0-9 F STREET LIGHT ® ® MAIL BOX ® ® JUNCTION BOX ALGONA PACIFIC ELLINGSON RD 3RD A VE SE Q 00 DATUM CNGVD29 VE90 NAD27 (CITY OF AUBURN) PARCEL NUMBER 052006-4-023 O E rn A r r m z -< SHEET INDEX SHEET 1 COVER SHEET E47 KING ON Q w w N z zy w Y AUBURN �� �vcrctirctt�v WAY SE ------------- rn z N COUKY 4;iw£ TAPPS P of A� VICINITY MAP SCALE 1 " = 1 /4 MILE SrrE I SHEET 2 T.ES.C. PLAN SHEET 3 GRADING PLAN SHEET 4 GRADING AND T.ES.C. CROSS SECTIONS, NOTES, AND DETAILS SHEET 5 ROAD AND STORM DRAINAGE NOTES AND DETAILS SHEET 6 ROAD AND STORM DRAINAGE PLAN AND PILE - ROAD 'A' and 'B', STA 10+00 TO STA: 11+73.83 = STA: 15+00 TO STA: 17+31.25 SHEET 7 ROAD AND STORM DRAINAGE PLAN AND PALE - ROAD 'D', STA: 47+55.24 TO STA: 50+59.54 SHEET 8 ROAD AND S7VW OR~ PLAN AND BILE - ROAD 'B", STA: 17+31.25 TO STA: 21+29.97 SHEET 9 ROAD AND ST= DRAINAGE PLAN AND DEICE - ROAD "B', STA: 21+29.97 TO STA. 25+65.94 SHEET 10 ROAD AND STM DRAINAGE PLAN AND PRWLE - ROAD "C', STA: 30+00 TO STA: 34+00 SHEET 11 ROAD AND STM DRAINAGE PLAN AND PROFILE - ROAD "C", STA: 34+00 TO STA: 37+72.68 SHEET 12 ROAD INTERSECTION DETAILS SHEET 13 SANITARY SEWER AND WATER PLAN AND PROFILE - ROAD "A' and 'B", STA: 10+00 TO STA 11+73.83 = STA: 15+00 TO STA: 17+31.25 SHEET 14 SANITARY SEWER AND WATER PLAN AND PROFILE - ROAD "D' STA 47+55.24 TO STA: 50+59.54 SHEET 15 SANITARY SEWER AND WATER PLAN AND PROFILE - ROAD 'B , STA: 17+31.25 TO STA: 21+29.97 SHEET 16 SANITARY SEWER AND WATER PLAN AND PROFILE - ROAD 'B", STA: 21+29.97 TO STA: 25+65.94 SHEET 17 SANITARY SEWER AND WATER PLAN AND PROFILE - ROAD "Cm, STA: 30+00 TO STA: 34+00 SHEET 18 SANITARY SEWER AND WATER PLAN AND PROFILE - ROAD 'C', STA: 34+00 TO STA: 37+72.68 SHEET 19 SANITARY SEWER AND WATER NOTES AND DETAILS SHEET 20 COMPOSITE UTILITY PLIMI SHEET 21 HORIZONITAL CONTROL. MAILBOX, SIGNAGE, AND LIGHTING PLAN SHEET 22 SANITARY SEWER AND WATER EASEMENT PLAN 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 THE 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. 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 MLONTHS FROM THE DATE OF SIGNATURE CITY RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS 8Y DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: -R TAPPS E. N O U t PROJECT REF: FAC # 02-0024 1•/_A oz THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 2s�,.,.�- Date Approved: A - 49S - 0 t ■rr a 0 0 U `U Q 0 mW mU Q g Q g ~ U ~ Y oZ oz sm m �o o Of rj Jd CU O O Cu CD m c*i cv r- Cu 41 U C:) C fn L+ (ADDITIONAL G.D.E.S.C. NOTES ON SHT. 4) 1. PREVIOUS CLEARING AND GRADING WORK FOR THIS S17E WAS PERFORMED UNDER SEPARATE PERMIT. EXISTING EROSION CONTROL FACILITIES ON AND AROUND THE SITE SHALL BE UTILIZED WHERE PRACTICABLE. REPLACE, REPAIR, AND MAINTAIN UNTIL SITE IS STABILIZED PER CITY OF AUBURN DEVELOPMENT STANDARDS. GRAPHIC SCALE 40 0 20 40 e© IN FEET ) I inch = 40 ft. 3. NO RUNOFF SHALL BE ALLOWED TO DRAIN TO THE PROPOSED CONVEYANCE SYSTEM UNTIL APPROVED BY THE CITY OF AUBURN. 4. CONTRACTOR SHALL COMPLY WITH THE APPROVED EROSION CONTROL PLANS AND .INSTALL ADDITIONAL EROSION CONTROL MEASLES AS NECESSITATED BY FIELD CON0I1114NS TO ENSURE NO UNCONTROLLED SURFACE WATER LEAVES THE SITE AND TO LIMIT THE AMOUNT OF EROSION. 5. EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SITE IS STABILIZED AND ONLY WHEN ALLOWED BY THE CITY OF AUBURN. -•• •I co"m- a 4: *;:1 AFA K*,i J O •- x t •� • • •■ • -. • • 1. INSTALL CONSTRUCTION ENTRANCES AND PERIMETER FILTER FENCE. 2. PROVIDE INTERIM CATCH BASIN PROTECTION FOR ALL E)IST1NG DRAINAGE STRUCTURES ONSITE AND ADJACENT TO SITE. 3. CONSTRUCT SEDIMENT TRAP(S) AND ASSOCIATED FACILITIES AS SHOWN HEREON. 4. INSTALL CATCH BASINS AND ASSOCIATED PIPING ALONG WITH INTERCEPTOR SWALES AND TEMPORARY CULVERTS TO DIRECT DRAINAGE TO SEDIMENT TRAP(S). CATCH BANS WITHIN CONSTRUCTION ENTRANCES SHALL BE PROTECTED NITH STEEL PLATE UNTIL SUCH TIME AS THE CONSTRUCTION ENTRANCE IS REMOVED. 5. (MADE SITE PER APPROVED GRADING PLAN. 6. PROVIDE CATCH BASIN INLET PROTECTION ONCE STORM SYSTEM IS CONSTRUCTED. 7. GRADE (FILL) SEDIMENT TRAP(S) AND SWALE AREAS AFTER STORM SYSTEM IS OPERATIONAL. 8. AFTER CONSTRUCTION IS COMPLETE AND SITE STABILIZED, REMOVE REMAINING EROSION CONTROL MEASURES WITH APPROVAL OF CITY INSPECTOR. • -" �' •@ CONSTRtXT)ON ENTRANCE PER CITY OF AUBURN STD. DETAIL EROSION-01 FILTER FABRICa M 1 l�AUBURN STD. DETAIL EROSION-02 TEMPORARY INTERCEPTOR PER CITY OF AUlXft STD. DETAIL EROSiON-05 �► CHECK DAN PER CITY OF AUBURN DETAIL ER09ON-05 ..� F .. S- RECORD DRAWING CERTFICATNON THESE DRAWINGS COWORM TO THE CONTRACTOR'S CONSTR(XTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PRMCT Rff; FAC / 02-0024 /! THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Dote AWE: to - 2 1- W Z s w k C %Q Q J CID CU O O N LC7 CP m c*i N rl- cn 3 Q LD WALL SPOTS: STA: 47+82.03, 126.53' RT (ROAD D) STA: 50+16.13 (RADIAL), 176.93' RT (ROAD D) STA: 25+17.15, 111,00' LT (ROAD B) O O 5 O BW=597 BW=590 BW=601.75 STA: 47+80.43, 147.66' RT (ROAD D) STA: 50+22.87 (RADIAL), 202.92' RT (ROAD D) STA: 25+29.15, 111.00' LT (ROAD 8) = O BW=592.5 BW=590 BW=599.75 STA: 49+33.75, 156.20' RT (ROAD D) STA: 50+25.38 (RADIAL), 201.00' RT (ROAD D) STA: 25+65.99, 111.00' LT (ROAD B) O O 5 O B 591.5 BW=596 BW=599.75 STA: 49+67.81, 154.33' RT (ROAD D) STA: 50+25.78 (RADIAL), 197.89' RT (ROAD D) STA: 25+76.31, 116.73' LT (ROAD 8) TW=599 0 TW=598.5 (DTW=601.3 BW=591 BW=598.5 BW=599.5 STA: 49+98.54, 152.54' RT (ROAD D) STA: 24+80.04, 108.24' LT (ROAD B) STA: 25+79.14, 120.47' LT (ROAD B) OTW=599 O TW=603.5 O TW=600.5 BW=591.5 BW=603.5 BW=600.5 STA: 50+07.86, 159.33' RT (ROAD D) STA: 24+87.21, 111.00' LT (ROAD B) STA: 19+44.04, 16.53' RT (ROAD B) O O O W=591 BW=601.75 BW=602.75 AREA 8 NORTH at LAKELAND STA: 19+43.82, 20.52' RT (ROAD B) OTW=605.75 BW=602.75 STA: 19+39.71, 33.86' RT (ROAD B) OTW=605.5 BW=602.5 STA: 19+34.10, 40.52' RT (ROAD B) OTW=605.5 BW=602.5 STA: 19+30.39, 43.14' RT (ROAD B) OTW=602.5 BW=602.5 STA: 31+56.43, 18.72' LT (ROAD C) OTW--603 BW=603 STA: 31+55.95, 23.69' LT (ROAD C) OTW 606 BW=603 ti i STA: 31+51.37, 34.13' LT (ROAD C) "s _ AA TW=603 r BW-606 .._ ., STA: 31+44,38, 41.73' LT (ROAD C) BB TW=605.75 BW=602.75 STA: 31+41.14, 43.90' LT (ROAD C) CC TW=602.75 BW=602.75 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS RY DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROXCT Rff: FAC 1 02-0024 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIWWN REQUIREMENTS. Approved By. omnm St Date Approved: • Z'i �' Z Q6Q� p ao N � O C.> U Z z Q Q � z m� U QU .Q Q Lu 4J 5 m S m fv le- ta � l�M J ry 0 0 0i m N ,D ,_ o, 3t Q cr co Ln m UD CNJ rl- J a / cr 0 / Ln m co r- / 0 L0 0 z a J W Y Q J I-i PF ld 5-a r 590 ,__ �J CITY OF AUBURN STANDARD DETAILS CONSTRUCTION ENTRANCE SILT CONTROL FENCE CATCH BASIN PROTECTION FOR GRADING PROJECTS CATCH BASIN PROTECTION CHECK DAMS AND SWALES STRAW & HAY BALE BARRIER I I— , 1 1/2" WASHED ROCK GRAVEL CONE PVC TEE W/ RUBBER GASKET JOINTS ° p DIA. AND SLOPE II AS NOTED ON PLAN RUBBER GASKET PLUG (NO ORIFICE) !A] AREA 8 NORTH at E ROSION-01 GRADING AND TESC CROSS SECTIONS, NOTES, AND DETAILS EROSION-02 A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, EROSION-03 EROSION-04 RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON EROSION-05 EROSION— 07 RISER ELEV. I� 2.5' MIN. b ° ° D P 1.5' MIN. ° D p SEDIMENT STORAGE D POND BOTTOM SEDIMENT TRAP OUTLET N. T. S. ADDITIONAL G.D.E.S.C. NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION,\ SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOIL WITHIN AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREA OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. BERM WHERE NEEDED I � i I I TEMPORARY SWALE N. T. S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS R Y- DA TE: TI TLE/POST TION: CONFIRMED BY CITY DA TE: 610 EROSION CONTROL SEEDING NOTES 1. SEEDING — APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBA) 10% 92 90 ANNUAL RYE 407. 98 90 (LOLIUM MULTIFLORUM) CHEWINGS FESQUE 40% 97 80 (FESTUCA RUBRA COMMUTATA) (JAMESTOWN, BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) 2. TIME OF PLANTING — DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) 3. FOR OTHER SEED MIXTURES, USE LOCAL SUPPLIER RECOMMENDATIONS WITH APPROVAL FROM AUBURN. 4. SITE PREPARATION — BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKE/SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5, SEEDBED PREPARATION — THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLY "CAT WALKED" UP SLOPE. 6. FERTILIZATION — AS PER SUPPLIER'S RECOMMENDATIONS, DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON —PHOSPHORUS FERTILIZER. 7. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED —MULCH — FERTILIZER MIXTURES MAY ALSO BE USED. 8. MAINTENANCE — SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. PROJECT REF: FAC 02-0024 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. aj�_' Date Approved: A2 " Z 1.O 2 C'4 N o z Q Z� �� j m W U U Q Q CL lV Q LV O Z Z 5 m j m o O nt J (D R, 0 0 N N_ 41 0 a� 3 w 0 0 Cr UD R, / Cn T_ Cn J a / Q 0 / Un m LO r- CU / 0 i a z a J w Y Q J H Uj 0 at 00 CA a Y 0 3 CN 0 ADDITIONAL GENERAL NOTES 1. CATCH BASINS NOTED WITH SOLID LID SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL SEWER-02 AND MARKED "DRAIN". 2. SIDEWALKS WITHIN PUBLIC R.O.W. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD SIDEWALK DETAIL TRAFFIC-23. 3. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WiTH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD WHEELCHAIR RAMP DETAIL TRAFFIC-25 OR TRAFFIC-26. 4. CURB CUTS FOR RESIDENTIAL DRIVEWAYS SHALL BE PROVIDED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DRIVEWAY DETAIL TRAFFIC-07 OR TRAFFIC-08. 5. ALL PIPES SHALL BE CONSTRUCTED IN TRENCHES MEETING CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TYPICAL PIPE TRENCH STANDARD DETAIL TRAFFIC-03. 6. TELECOMMUNICATION UTILITIES SMALL BE PLACED IN TYPICAL TRENCH AS NOTED ON CROSS SECTION THIS SHEET. 7. THROUGH -CURB INLET FRAME AND GRATES (IF ANY) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD THROUGH -CURB INLET FRAME AND GRATE DETAILS STORM-10 AND STORM-11. 8. ROCK WALLS (1F ANY) SHALL BE CONSTRUCTED 1N ACCORDANCE WiTH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD ROCK WALL DETAIL GENERAL-04. STOW SEWER C0N87NM710N NOTES AS REFERENCED FROM THE CITY OF AUBURN 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED: "DUMP NO WASTE - DRAINS TO" EITHER "STREAMS," "WETLANDS," OR "GROUNDWATER" AS APPLICABLE. VARIES - 1'MIN. PVC OPEN GRATE NYLOPLAST 12" INLINE DRAIN (MODEL 2712AG12N) IDS TO PVC SDR 35 ADAPTER 1F NEEDED) 6"OR8"PVC IN&OUT SEE PLAN FOR SIZE AND LOCATION E CAN BE SOLID, OPEN 'ERFORATED )PEN OR PERFORATED, DRAIN K OR PEA GRAVEL SHALL BE QED AROUND PIPE) BACKFiLL MATERIAL CLASS i OR CLASS !! SOiL 6" OR 8" PVC SEE PLAN FOR SIZE AND LOCATION NUMBER OF STUBS VARIES MAXIMUM OF 4 8' AT 90 DEGREES DETAIL AA 12" INLINE DRAiN AND ADS N-12 DRAIN BASIN NOTE AREA 8 NORTH at LAKELAND ROAD AND STORM DRAINAGE NOTES AND DETAILS A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH RAfYGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WANTON 8' MIN. - VARIES CL "B" A.C.P. — 2" A#MVL#I A. T.B. - 2 112" MINIMUM COMPACTED NATIVE MATERIAL TYPICAL LOCATION OF JOINT UTILITY TRENCH - SEE NOTE 3 8' MIN - VARIES S SHOWN ON PLAN 10" EXTRUDED CURB ; � �- TCL POWER CABLE TEL. CABLE CATV CABLE GAS NOTES 1) FOR SIDEWALK, REFERENCE AUBURN STD. PLAN TRAFFIC-23 2) FOR EXTRUDED CURB, SEE DETAIL, SHT. 14. 3) JOINT UTILITY TRENCH MAY BE PARTIALLY LOCATED UNDER SIDEWALK TO AVOID CONFLICTS AND ALLOW SEPARATION FROM ROOF/YARD DRAIN LIMES. TYPICAL ROADWAY CROSS-SECTION -INVERTED CROWN j /4 LEGEND 0 3 t 4 / _ N\ ` W L f' ` / /f / gf` f , � 0 ® Designates size of rock required, i.e. 4 man. Crushed rock or other approved material ranging between 4 to 2 inches in size and free of organics, with less than 5 percent fines (silt and clay size particles passing the No. 200 mesh sieve). Structural fill overbuild, compacted to at least 95X of maximum dry density as determined by ASTM Test Method D-1558-78 (Modified Proctor). Compacted structural fill consisting of free —draining, organic free material with a maximum size of 4 inches. Should contain no more than 7 percent fines (described above), compacted to at least 95 percent of ASTM D-1557-78 maximum dry density. Undisturbed firm Native soil. Perforated or slotted drain pipe with 4 inch minimum diameter bedded on and surrounded by crushed rock filter material, described above. 12" INLINE DRAIN AND NOTES ADS—N12 DRAIN BASIN • All fill should be placed in thin lifts not exceeding 10 inches in loose thickness. Each layer should be compacted to no less than 95 percent of MAY BE SUBSTITUTED BY maximum dry density, as determined by ASTM D—1557-78 (Modified Proctor). EQUAL YARD DRAIN SYSTEM. • Thickness of crushed filter rock layer, B, should be no less than 12 inches. • Depth of burial of basal layer of rock, D, should be no less than 12 inches. • Height of rock wall, H, should not exceed LQ feet. • Lateral extend of fill overbuild, L, should be no less than H feet. • Minimum width of keyway excavation, W, should be equal to the thickness of the basal rock (as determined by geotechnical engineer's design) plus B. ROCKERY WALL DETAIL REFER TO GEOTECHNiCAL REPORT BY GEORESOURCES, DATED JUNE 11, 2002 N. T.S. NOTE: SEE STANDARD SPECIFICATIONS FOR ANCHORING METHODS. TYPE 6 — CEMENT CONCRETE EXTRUDED CURB DETAIL REFER TO W.S.D.O.T. STD. PLAN: F-2b N. T. S WHEELCHAIR RAMP DETAIL N. T. S. 1 %2'.BEDONrG'SAND � ' t COMPACTED STRUCTURAL FILL , Oft :NATIVE GRAVELLY SAl+tkiS AS" Ln I RVULU t vRB CONTRACTOR TO OBTAIN COPY OF SPECIFICATIONS FOR TURFGRID UNIT FROM MANUFACTURER DETAILING INSTALLATION/SPACE FILLING AND PLANTING REQUIREMENTS. CALL MUTUAL MATERIALS CO. AT (425) 603-0540 FOR SUPPLIER. TiFGR/D SSCTK)N -TYPICALN.T.S. RECORD QRAIMNG CERTIFICATION THESE DRAMINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DA TE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 102-0024 �o/z fro THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. S.�. Date Approved: e0F . 1471 I "F--w J CD CU O 0 N m OU 0 m cu 41 0 c 0 o� 3 a T) m cn rl- Cu Ln J n Y Cr 0 m LD r ICU 0 ch 0 z Q J w Y Q J H 0 Z W j uj W •• X GRAPHIC SCALE 20 0 10 20 40 60= = oil, 11 ( IN FEET ) I inch = 20 ft. AREA 8 NORTH at LAKELAND ROAD AND STORM DRAINAGE SYSTEM PLAN AND PROFILE - ROAD A + ROAD B (LOCAL RESIDENTIAL) A PORTION OF THE EAST 1/2 OF SECTION 8, TON7J&-NP 20 NORTH, fWlGE 5 EAST, W1.L CITY OF A161It1. P610E COUNTY, WASHINC3TON O SEE SHEET 10 RR CONWA701 SEE SHEET 8 MR CONIM AIKM HIGH POINT ELEV = 598.89 HIGH POINT STA = 10+68.53 PVI STA = 10+70.00 PM ELEV = 599.37 A.D. _ -3.89 K = 25.73 100.00' VC CB 2 TYPE 1 " TA = i +40 J RIM = -59 r g g, s 5 W SOLID LOCKING LID S9� 3 STA = 11+62.11 - 8.83' LT 'II d r' ' ®n I.E. (W) 12 OUT = 595:73 0 C 4 r � RIM = �`I & J 4- �b ass o oy ""' t �`C' rw* _ -CB 1 TYPE 2 - 48"N + •- c„ �. I.E N - ,5 15 " IIV" = 599 66` �L I _.o. _ +� ± � 2 - 48"0 orn W SOLID LOCKING Up '' I.E. E 12" IN = 59&lts'L! � NOTE: REMOVE CURB/GUTTER �� > �� S A = 10+51.48 - 21.96' LT cii �;; I.E. S J+ 15" OUT = �66 1.14 _ 68-30.13 LT RIM = 09` 9 7, SCo & SIDEWALK.; REPLACE WITH Q w N W w IQ-W c%i W v >> RIM = 598:56t• R 9.2 6 I.E. E 12" IN = egg g3s4a,2a EXISTING GRADE '�' I.E. 6 NV = 39141 S°tI w 83 .� > I.E. N If IN = Wf.M-- S91.73 CITY OF AUBURN COMMERCIAL v, Caen I.E " 15 IN 589 68 SBySs ® ROAD �. h I.E. S5' our = 59�>. 5 9 I.4� DRIVEWAY - STD. DETAIL as C� 1.89X I.F... 1.5" __OUT = 3i Ow';16.3c_ - - - * - 600 6A8 _.____. _ .-__ _-- v 25 LF 12"0 SD PROPOSE GLADE I123 ®ROAD II II - - - - 12"0 DI WATER -� 160 LF412200p�/•SD lco I I - - - - - - - I I I I EX. 30 LF I Ila ----------- -I 150 SD t �1! SD590 T i I I ! I L -JJ o. 47 % ----- I STA: 29+61.13 - 13.42' LT 13 LF 15"0 SD I i LE. = 589.55 t O fid?�`- _ l L_ $�! SDR35 SEA -- � -' - -- 1 f fi5" W. OIL PLUG � - - - - - - - - -LU-►- - - - - - - - - Ex. c6 - 48"sn W1 SOLID LOCKING STA = 10+13.5S - 41.79' LT 58i; ____ __ ____ __.__ __- .___.__ _..RIAI._=__596.26_ 580 I.E. ) 12" IN = 589.50 ELEV. = 597.82 IX. 15" IN -58 25 �0`Ii.28 P.C. STA: i t+22.49 t INTX. STA: 11+73.83 (E.V. IE. W 1" IN TX. STA 10+00 ROAD "A" _ STA 10+25 ELEV = 598.32 SS DRWY STA: 15+00 ROAD; B = STA 12+00 (67th ST. E.) - FI FV = 59R 65 R.O.W. / FI FV = 59R 5? P.0 STA 10+63.27 - P.T. STA: 11+02.29 - ELEV = 598.88 ELEV. = 598.67 STA: 30+00 (ROAD "C) - ELEV= 597. tp L[j N Go 0000 tQ O t0 00 00 rn a0 00 rn L C cy, Ln � vg � W W) 10+00 cRosSIwc niorEs: 11+00 CE UEPUNE PROFILE - ROAD "Aw STA= 10+00 to STA- 11+73.83 SCALE: 1" = 20' HORIZ. 1 " = 5' VER T. 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION. A 3"1)8" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN Ci-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY. 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. 12+00 620 - ❑+ i 600 =3 12X STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS "SD" SHALL BE Q ONE OF THE FOLLOWING MATERIALS: 2 ADS - N12 (WT 18 SERIES (65), 13 FOOT LENGTHS) 3 4 PVC, SDR 35 CONCRETE, ASTM C-14 (<12"0) O ASTM C-76 (212"0) 01 F.F. 599.0 CURVE DATA: CURVE I RADIUS I LENGTH DELTA C5 OVERALL 270.00' 130.00' 27 35'13 C6 270.00' 113.30' 24'0231 C7 270.00' 16.70' 0332 41 C14 38.00 68.10' 102'41'02" 32 OVERALL 38.00' 69.57' 10454'11" C33 150, 00' 39.02' 14 54'11 " C34 38.00' 24.90' 37'32'54" C35 38.00' 34.79' 5227'06" C36 .38.00' 34.79' 5227'O6" LM E DATA: LINE I DIRECTION I !�20.20' ANCE L6 S25'16'54"E L 7 S1216'01 "W 26.44' UILDfNG DRA►NACaIE NOTE- ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM HEREON. F.F.- 599.5 620 1er1c�! c MAII A P'\ OMP STAffi O II _ � � ! w- 12" IN'=•UH.6 592.3g I.E. S 12" OUT=-Mf-.M 592. 8© I.E. W) 60 Of=ift 15 2.9� 15+00 16+00 17+00 Ai / LOT LMLITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 593.63 WATER 594.33 STORM 0.70' SEE CROSSING NOT, TFNS SHEET 592.25 STORM 592.95 WATER 0.70' SEE CROSSING NOTE THIS SHEET 589.94 SANITARY 592.27 WATER 2.33' - 590.91 SANITARY 591.61 WA 0.70' SEE CROSSING NOTE, TENS SHEET 592.56 WA 9 . 6 STORM 0.70' SEE CROSSING NOTE THIS SHEET RECORD DRAWING CERTIFICATION SE DRAWINGS CONFORM TO THE C CT R'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: Liar, A16 !K CONFIRMED 8Y CITY_ DATE: "03 L/ DaA�u�4e dVc.Y� PROJECT REF: FAC # 02-0024 / o : THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Qmdk-....� Date Approved: O N 0 m 0 v c3 2 Z �t q CO W W q� Qg oCS oC) U CJ q q W ati Cw w Q o Lc� o a~ 01, -D O CU CD C\j CC) CNJ -4-1 CDCj C) m C11 cli Cf) Ln m LO rl- 0i U, 0- cc C) U-) cr) LO r- C\j CD U'j <1 I Li-i _j r_A CN GRAPHIC SCALE 20 0 10 20 40 IN FEET 1 inch = 20 ft. AREA 8 NORTH at LAKELAND ROAD AND STORM DRAINAGE SYSTEM PLAN AND PROFILE - ROAD D (LOCAL RESIDENTIAL) A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON SE SHEET 11 FOR 0ON71NUATION X t, i� `� - _`p g�- -� =a4- Z" ++- FF.= LOW POINT ELEV = 594.00 LOW POINT STA = 46+16.54 PVC STA = 48+25, 610-- A.D. = 7.39 K = 12.18 MATCHES CURVE DATA MARSHALL AVE. 90. 00' VC S.E. - SEE AREA 8 AT LAKELAND PLANS APPROVED UNDER SEPARATE Q0 Go PERMIT (FAC 102-0008) C14 c4 r-, rp, to 00 + Lo 100. 06, VC p to Cm + 0) LO LOW POINT ELEV 594.12 r-, Lo 00 to + N LOW PCIWT STA 46+96.01 0 roo co 11 Irt Lo U-i gs 600...- _PW STA -46+90 - - - - - - - - - - 14- Lo V) - - - - - - - PW ELEV 15: C-D Cm co A.D. 6.82 CL K 14.66 % 4 3.00% IX - ----- ---- LF *0 S EX_ SD 28LGn3ero F 1800 22 V 18"0 100 15 "T" 0 - - - - - - - - - - 44 lull 4, 590 J_ - 14 rw wATFR 590 -0 L -CM8. D M STA = 48+15.54 4q og RIM 694,09 p'35 CB113, TYPE I EX. CB, TYPE 2 48"0 13 LF 12*0 SO CC> W1 SOLID LOCKING LID 'LE. (E) 120 OUT �rcl -5STA 50+27.65 STA: 47+914.36 12.76' RT' STA 47+66.69 12.761-R-T- 11 RIM 493.W + RIM 594.23 I.E. 590.19 !.E. �&6" IN IN - 593;6 SOLID LOCKING LID I.E.12' IN = -5934& 9 + 4`5 gW Sqk26- 5q4-, -Lq Ir J6 -3 S 12" OUT 695. 4-.4-- I J.E __F E. W 12 IN = 590.6 18 CAP OR PLUG I.E. N 18" IN = _54� e-q 0. -3 48+16.54 - 12.76' RT j1E S W 1� 18" OUT 590.11 I.E.E. S� 12 34 LF 12"0 SD I.E. 12m IN 0 +_m4z 4V' ff-#,--GM PjSTA: 48+96.59 .....50 - w"D" 5 • P.C. STA. 49+95.76 ROAD 80 IN TX STA: 49+07.23 (ROAD "D" = P.T. STA: 26+29.73 (ROAD -B-) 0. TYPE I P.C. STA: 48+80,32 - ELEV. = 597 STA: 37+72.68 (ROAD "C") - ELEV. 596.73 ELEV. 597.69 RIM 49&4)7 �5 S INTX. STA 47+55.24 (ROAD "D") STA: 47+80.31 48+16.54 IN TX STA: 50+27.65 (ROAD "D") -STA: 49+16.46 STA: 19+39.45 (67th ST E. R.O.W. 'I.E. (E) 12" OUT -5*.-3-7- CENTERLINE DRIVEWAY - ELEV. =�597.03 STA: 25+97.83 (ROAD "B") FIFV_ = 595-24 ELEV. 594.54 ICENTERLINE DRIVEWAY - ELEV = 597.46 PfF -600.5 J MAW 50' aXM411ON T 9 FOR 00 C�tCj CN n Co Vim'V r_1 �0 r-, C14 P V 00 .(D W) 0) 00 V: erCY) V: cp <m r_z 0) r< 0) r< <n m 0�1 m 0U*) Ln LO to Ln Lo Ln to V1 Ln W) 47+00 48+00 49+00 -CENTERLINE PROFILE - ROAD "D"- STA: 47+55.24 to STA: W+27.65 SCALE: I" = 20' HORIZ. I" = 5' VERT. 6 10 11 50+00 UTILITY CRCHISSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 589.67 (WATER) 590.80 (STORM) 1. 13' 590.96 (WATER) 591.66 (STORM) 0. 70' SEE CROSSING NOTE, THIS SHEET 591.58 (WA TER) 593.20 (STORM) 1.62' 589.74 (SANITARY) 590.92 (WATER) 1.18' SEE CROSSING NOTE, THIS SHEET FF.= 600.5, STA. 50+36.89 OFFSET 68.34' -RT INV. =__595.50 F.F.= 600.5 CURVE I RADIUS I LENGTH DELTA C23 38.00, 63.79' 9610'31" C28 114.00' 18.86' 09*28'43" C30 100.00, 16.27' 09*19'27" LINE DATA: LINE I DIRECTION I DISTANCE L5 S0316'25ftE 10.63' BUILDING DRAINAGE NOTE- ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON. CATCH BASIN NOTE: I 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. I STORM PIPE NOTE: I STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: ADS - N12 (WT IB SERIES (65), 13 FOOT LENGTHS) PVC, SDR 35 CONCRETE, ASTM C-14 (<12"0) ASTM C-76 (2!12-0) CROSSING NOTES.- 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A YxW008" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION CI-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY. \% A S B U/t.l A/ (l'IQA /A/A4E 40AXY) RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE C TOR'S CONSTRUCTION RECORDS BY. DATE: lzz2SI03 71 TLE/POSI TION: CONFIRMED BY CITY Ct - DATE: PROJECT REF.- FAC # 02-0024 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: 1/0 -SIT z 1 PIN I", s' UU z) �3 C, >_ C" V4 epaMm"" 14 7 1 M J C7 Cu O O CV OD ti O O OD U 0 0 Cr 3 m cn m LO cu M J 0- Cc 0 ir LO M LO r- CU 0 U7 LLJ a z �c J ]C a J H GRAPHIC SCALE AREA 8 NORTH at LAKELAND ROAD AND STORM DRAINAGE SYSTEM PLAN AND PROFILE - ROAD B (LOCAL RESIDENTIAL) c IN eerr A PORTION OF THE EAST 1/2 OF SECTION 8, TOWNSHIP 20 NORTH inch . zo n RANGE 5 EABf, WM CffY OF AU&NW, PHiCE COUNTY, WA8H9JGTON l°STA. 17+96.92` r 1 a 39 / 'OFFSET 24.13'T t i.i F.F.= 599.0 _ -- , s di 1 r " �; ' - --° ,.. „L �~l ■ . _ ; I F.F.= 599.0 f' E I 6 F.F. 607.4 SEE StT _ _ a- ►�, r t .'c a�} l• - - - - • - - - - - - - - ' k F . Nun i 1 }. 'Y•i CL INTY CTA • ')h.,L V7 R`) i 620 t� z �7 PVI STA 19+00 PVI ELEV. = 601.17 z ■ A.D. - -1.46 10Q0D' VC ■ ,.a.. K = 16.24 LE. tE S 6' IN ZF 39"2 1197 6" IN = 498fr2 r`i , rl - 100.00' VC JE $ � LE 12" IN '=-598.12 ;1 ) I.E.W) 12" OUT = -598.-14 3! w 99. 3 / W coo +co PROPOSED GRADE Q ROAD - - - hqj �> mI=LO cri CB '6 TYPE1 STA = 17+65.30 w EXISTING GRATE ®ROAD-- mc, m RIM = -5'1( Sy 4- 8 _ - - - 600 LE. E 12" IN _ 592-.32- 5`12. 50 -- - - -- - -• -- " - - - - ilsom I.E. S 12 OUT = -59tff ,512 • Sa - 4.91% _ 4 I.E. ,W) 6" IN 620 100.00' VAC' ■ POINT HIGH POINT STA - 21+63.25 0 `� PVI STA = 21+50 N o cp PM ELEV = 609.78 A.D. _ -5.44cra m 610 -- !_.-- CENTS INE DRIVEWAY - ELEV. = 605.11 INTO( STA.20+3 .2 = �' ELEV. = 596.52 STA: 17+99.35 - P.C. STA: 18+72.38 - P.R,C. STA: 19+1404 - P.T. STA: 19+59.17 -�_ CENP.T. P.C. STA: 21+04.24 - 580 ELEV. = 596.87 ELEV. = 599.78 ELEV. = 601.56 ELEV = 603.2 ELEV. - 605.75 ELEV. = 608.20 580 rl � �-„� LO s) cn N h Im t3! O f O, rn h ~ Ln cp tp m Qa m � tp ^ O 0) OC! Oi 01 0) �O O .- n O CD cC Cl O cc er CD cp �O qD O(j 06 O cc co Lo V1 LO tf) to 18+00 19+00 CROSSING NOTE' 1) FOR CROSSINGS WITH LESS THAN 1' (1.5'�FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION. A 3"x48"008" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY. 20+00 21+00 12 13 14 15 1s 17 32 33 34 �► 0 - CURVE RADIUS I LENGTH DELTA C14 38.00' 68.10' 102.41'02" C18 160.00' 25.73' 09'12'55" C19 286.00' 45.13' 09'02'28" C20 264.00' 41.66' 09.02'28" C22 164.00' 53.07' 18 32'22" BUIL W DRAINAGE NOTE- ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM HEREON. 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. I__ STORM PIPE NO-M.- STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: ADS - N12 (WT IB SERIES (65), 13 FOOT LENGTHS) PVC, SDR 35 CONCRETE, ASTM C-14 (<12"0) ASTM C- 76 (>12" 0) UTILITY CLING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 591.91 WATER 592.61 STORM 0.70' SEE CROSSING NOTE, THIS SHEET 591.20 SANITARY 592,55 WATER 1.35' SEE CROSSING NOTE, THIS SHEET 596.26 SANITARY 596.96 WATER 0.70' SEE CROSSING NOTE, THIS SHEET 598.19 WATER' 598.99 STORM 0.80' SEE CROSSING NOTE, THIS SHEET 599.68 SANITARY 600.86 WATER 1.18' SEE CROSSING NOTE, THIS SHEET 602.99 WATER 604.09 STORM 1.10' - 591.38 WATER 592.08 STORM 0.70' SEE CROSSING NOTE, THIS SHEET 591.44 WATER 592.14 STORM 0.70' SEE CROSSING NOTE, THIS SHEET 602.18 WATER 602.88 STORM 0.70' SEE CROSSING NOTE, THIS SHEET 11 ,4 U (Z) IQA lsJ AG& 004LY) RECORD DRAWING CERTIFICATION E DRAWINGS CONFORM TO THE ONTR TOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: �c,• .��/�x»� / �2� �. Nirz CONFIRMED BY CITY DATE: PROJECT REF: FAC # 02-0024 _f7 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By.ftocoge Date Approved: i0. 2 5 -o Z O N 0 o v z z Q Q mZ mz Q� Q� OQ ;® C'�Q Y UQ CL W Z CL W OO O O Op 5 LQ N^ tJ -D I C9 C\j 0 (Z) Cu (\J O O OD 4- Cj CD C: C) m: Cr 3t Cf) L0 C'\i If, I r n cl: CD L0 m LO Fl- CD U-) I GRAPHIC SCALE 20 0 10 20 40 IN FEET I inch = 20 ft. F F.F.= 611.0 .F.= 611.0 FF.= 611.0 STA. 21+53,281 OFFS ET 50,78'!LT ------- INV. = 606.20 0 4 4, 4 1.1, Xw-atot�- LF 610 . V STA. 21+96.59 00 OFFSET 27.50 RT -1- ICIS zz� CD! INV. 606.00 ;,Y 14 --- --- T-7 Ql %.A- CL: w -j F.F.= 610.5 ;t o F.F.= 610.5 AREA 8 NORTH at LAKELAND ROAD AND STORM DRAINAGE SYSTEM PLAN AND PROFILE - ROAD B (LOCAL RESIDENTIAL) A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, WM., CITY OF AUBURN, PIERCE COUNTY, WASHMTON . 41a. F.F.= W&4 of 4 � ° �t 4 - 4 t 4 1 F.F.= 608.E STA. 23+29.77 OFFSET 40.00LT IN V. 603.50 �4 1' ji�o $ 4 ' j \ `E� S o V 4,. STA. 23+36.42 OFFSET 27.50' INV. = 603.50 �.F.= 609.5 F.F.= 609.5 N!X STA _IN A 0+ 2; F�.= W&2 CENTERLINE 01 A ELEV. = 597.4 F.F.= 602-5 r k -4 J t STA 934-90 77 F. F. 600.5 OFFSET 40.00' LT INV. = 603.50 F.F. 608.2 jw- . ....... . . ..................... JCL' 2 u + 2 CDP -T P.T. STA: 26+29.73 AW 13 D r QTA .L AGQr, 74Z/fDflM as/ ELEV. = 597.69 F.F.- 600.5 F.F.= 600. . . . . . . . . . . . SEE MET 7 FOR Cp 1' LIATION 620 - --- --- 620 PVI STA 24+00 100.w VC Cn IRt CD M CO (.0 CD 'ZD C> <D CD 00 C) C) to '0 <D C) V: C) -i CD CO 9 cl� 06 CD 4m 9 P-� C� CO of 'O'D co (0 to Lo to in 22+00 23+00 24+00 � CROSSING NOTES 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION. A 3"x48"xI08" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN CI-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY 18 19 21 22 20 25+00 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 601.18 (SANITARY) 603.26 (WA TER) 2.08' 600.31 (SANITARY) 601.93 WATER 1.62' 601.23 (WATER) 601.85 (STORM) 0.62' SEE CROSSING NOTE, THIS SHEET 597.06 (SANITARY:L 597.83 (WATER) 0. 77' SEE CROSSING NOTE, THIS SHEET 591.70 (SANITARY) 1 592.95 (WATER) 1.25' SEE CROSSING NOTE, THIS SHEET 26+00 As,. 6U/ LT A- F.F.= 600.5 .CXhrvIE DATA: CURVE I RADIUS I LENGTH DELTA C21 210. 00' 22.63' 06*10'31" C22 164.00' 53.07' 18*32'22" C23 38.00' 63.79' 961031" BUILDING DRAINAGE NOTE: ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM HEREON. i 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. STORM PIPE NOTE. - STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: ADS - N12 (WT 18 SERIES (65), 13 FOOT LENGTHS) PVC, SDR 35 CONCRETE, ASTM C-14 (<12"0) ASTM C-76 (212-0) *tIrD RECORD DRAWING CERTIFICATION DRAWINGS CONFORM TO THE CO IRA R'S CONSTRUCTION RECORDS BY. DATE 7-A4 TITLE/POSITION. , C4 CONFIRMED BY CITY DATE: PROJECT REF. FAC # 02-0024 d =Xf THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. nocww.. 17J4 Date Approved: /V ".. zi -0 7. C IN o Q) z zCA op L6 Ck- 't: w t I I C4 9 uj 0 a 0 QD 0 C C7 01 3 cn L0 m UD U) J 0- / Y Cr 0 Ln m LO R, 0 0 LLJ Q J Y Q J H -7 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. AREA 8 NORTH at LAKELAND ROAD AND STORM DRAINAGE SYSTEM PLAN AND PROFILE - ROAD E (LOCAL RESIDENTIAL) A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANCE 5 EAST, WA CITY OF AUSURN, PACE CO ATY, WASHINGTON " M ✓�`i98 91 S " a q i 3GP 3o i.t. t iZ I.E. W) 12" ►►Y=-U✓r.� � z 4.�,- — — — — — OUT -:-b91 $4-S'92 22 — — 52 4 !' • OLJT = -5 @ 5 9i, 2-4-_ — —IN 103 ifo 600. _ _ 600 — _— -j — 3.1 g", a WA • .�- 0�- _ ____._ __ STA a + i. __. _ RIM 1Y0 DI WATER -- ..�-_ .... 12 4 Gr,G _ 114 J l r � � f.E. SF) 6 fN .�A,2��o2 s5 = LE. R 12� IN -691�Z �oZ 28 1 1 0 LF 12"0 SD ® 9 583is I.E. 12 OUT = 40t.47 602. 2 - z 47 LF 12"f SO PVC SDR3�WE� -Y g - CB 19 1 - STA = + . 590 590 ; 34 LF 1"0 SD ! - 1 - STA = +48.65 - - - _ RIM = SOWS -r v�5.-W I.E. (S) 12" OUT - - - � • 0.49% — l - — '` RIM =483:-68 I.E. S 6" IN = 598� Sl W o _ I.E. 12" IN = 598 3$S,s 7 LE OUT98 - CENTERLINE ROAD !- _ _ 4- "C") 33+8Q J STi ►= 30+C1Ei b ST--►" INTX. STA: 30+00 (ROAD "B") V �, = STA: 15+00 ; (ROAD SCALE: 1" = 20' HORIZ. 580 104�4 16 I z & = STA: 11+73.83 (E.V. ACCESS j; DRWY) - P.T.STA: 30+34.79 ROAD "C" P.G. STA: 31+13.79 - P.T. STA; 31+48.65 - 1 5 VERT. B) ELEV. = 597.34 P.C. STA: 14+65.2 (ROAD - EL V. = 598.16 ELEV. = 601.12 ELEV.= 602.69 580 r') O cp 00 `- fttpp (p Ill �• •- 1f) �D t O 1� 00 `— N o 1� sF r- 0) cc N 00 F� co N n O d Cl '� O O cp O O O O Co Z6 06 O Co u7 .r7 tb O O c0 to tG c0 to co cD cD 31+00 32+00 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION. A 3"x48"008" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY. 33+00 LMLITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 592.98 STORM 593.77 WATER 0.79' SEE CROSSING NOTE THIS SHUT 597.79 SANITARY 600.09 WATER 2, 30' - 601.21 WATER 601.91 STORM' 0.70' SEE CROSSING NOTE, THIS SHEET 600.78 SANITARY 603.30 WATER 2.52' - CURVE DATA CURVE I RADIUS I LENGTH DELTA C31 110.00' 34.86' 18 093? C32 OVERALL 38.00 69.57' 104*54'11" C34 38.00' 24.90' 37'3254" C35 38.00' 34.79 52-27'06 C36 38.00' 34.79' S2�7'06 KEY MAP NOT TO SCALE LINE DATA: LINE I DIRECTION I DISTANCE L 7 S12'16'01 W 26.44' BUIMNG DRAINAGE NOTE ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM HEREON. 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. STORM PIPE NOTE - STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: ADS - N12 (WT IB SERIES (65), 13 FOOT LENGTHS) PVC, SDR 35 CONCRETE, ASTM C-14 (C12"0) ASTM C-76 (2!12"0) ECORD DRAWING CERTIFICATION TH DRAWINGS CONFORM TO THE C TR R'S CONSTRUCTION RECORDS BY: \ DA° Z� 0 p3 TITLE/POSITION:'�zzsi�L'ay CONFIRMED BY CITY t-f DATE: PROJECT REF: FAC # 02-0024 40/: ?/. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By.LA��- s it Date Approved: ID --a t -0 L 1 o U U Z 2 � C mL mwz ► Y Y J w- >- J W >- CL W a- W coo cro N "- 01 :mot a 0 W Z r- w GRAPHIC SCALE AREA 8 NORTH at LAKELAND ROAD AND STORM DRAINAGE SYSTEM PLAN AND PROFILE - ROAD C (LOCAL RESIDENTIAL) er A PORTION OF THE EAST 1/2 OF SEC710N 8, TOWNSHIP 20 NORTH, IN FE ^°n - 20 ft. RANCE 5 EAST, W1d, CITY OF AU6UAi PBiCE COUNT'(. WASFNOTON uc sa, 7 FOR mlmiwvw R v. _ -t. vz Ua ► i o I r-L 1 K 20.32 EXISTING GRADE ® ROAD � STA = 35+92.26 0 � RIM •+ r I. NW) 6 MV--69gi�o, 79 it I.E. S} 6' IN ='59� Goo 85 I.E. E� 12' OUT =98 9� l0 3S r- O pfj � O �O 34+00 to N a 3 n to (V 0 z W' W X P.C. 'STA: 34+13.21 '- ELEV. = 607.96 P.T. STA: 34+39.61 - ELEV = 607.30 O N O rn O o to r� �iH = av7•�u PM ELEV = 601.75 A.D. _ -1.64 K = 60.93 oo� a� m ^�M COM nLO Y{NocpY�^ P), Lo ¢ I:t W : Cm ] W II II _ C,¢ LwO Q W ` > - I.E. (E) 12' OUT = 83 59C�.�% s i I.E' E 6" IN = 593�Q 593,5 7 utem INE PROFI s �0 '_- , - U. 12 IN=592.2Sri3.I8 - I.E N It IN = 2. 5�3.J5' ¢ I.E.15 OUT = 492.-37- S,i z , )Se- STA:33+80 to STA: 37+72-68 SCALE: 1" = 20' HORIZ 1" 5' VERT. i IN TX. STA: 37+7268 ROAD "C" P.C. STA: 37+11.21 - P.T. STA: 37+30.07 ='t STA: 49+07.23 (ROAD "D" - ELEV. = 599.13 FLEW. 598.32 ELEV. = 596.73 0) o 0 (.0 to l(o (0 CO 35+00 36+00 CFICGS1NG NOTES- 1) 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. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY. 20 28 29 30 O O p> O O cps COD� cps f7 - KEY MAP NOT r SCALE � d 1 CURVE I RADIUS I LENGTH DELTA C28 114.00' 18.86' 09'28'43" C29 110.00' 26.40' 13'45'04" C30 100.00' 16.27' 09'19'27" LINE DATA: LINE I DIRECTION I DISTANCE L5 S03'16'25"E 10.63' 8UX.UAG DRAINAGE NOTE: ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM HEREON. 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. STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS "SD" SHALL 8E ONE OF THE FOLLOWING MATERIALS: ADS - N12 (WT IB SERIES (65), 13 FOOT LENGTHS) PVC, SDR 35 CONCRETE, ASTM C-14 (<12"0) ASTM C-76 (2!12"0) 37+00 38+00 41 A:S - UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 599.11 WATER 599.81 STORM 0.70' SEE CROSSING NOTE, THIS SHEET 594.04 SANITARY 596.78 WATER 2.74' - 594.94 WATER 595.75 STORM 0.81' SEE CROSSING NOTE, THIS SHEET 591.94 (WATER) 593.24 (STORM) 1.30' - 591.57 (WATER) 592.27 (STORM) 0.70' 1 SEE CROSSING NOTE THIS SHEET RECORD DRAWING CERTIFICATION THE AWINGS CONFORM TO THE CON ACTO ' CONSTRUCTION RECORDS BY. DATE 0TLE/POSIPON: ��/ .��- i J�,�� ��r^ •�Gr� CONFIRMED BY CITY s, c DATE: 03 PROJECT REF: FAC # 02-0024 i+/: t/e THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMEN TS. Approved By. J344*-.+ S *a Date Approved: /P1 _ Z.1 "®'Z � Q6 PN o Q Q m� m� O U O U U3 C ? q CL to 4 laJ z N 7l PF "5, tsib114M} A 7/ J co N O 0 0 Q 0 m OD N U O C O m CD 3 X Z H cr LED CD r` cv U) J a / Y cc O / m co r— C'U 0 rn 0 z a J W Y Q J f-1 I PFol-7 GUTTER LINE STA: 11+81.98 - 14,00' LT STA: 10+14.00 18.00' L T —12: '% INTX. - ELEV. = 598.65 J STA: 12+00 67TH ST.SE.) STA: 10+00 (ROAD A" )�.. page ) � e� z b \ SAWCUT LINE GUTTER LINE d STA: 12+18.00 - 14.00' LT STA: 10+14.00 - 18.00' RT — 67 H S T SE. INTERSECTION DETAIL 67TH STREET S.E. and ROAD "A" AND ROAD AA" and ROAD "SA/"Cw SCALE: 1 " = 20' 13+00 AREA 8 NORTH at LAKELAND ROAD AND STORM INTERSECTION DETAILS A PORTION OF 7}E EAST 1/2 OF SECTION 6, TOWNSFAP 20 NORTH, RANG 5 EAST, W.M, qTY OF AUK PIERCE COUNTY, WA.SHNVGTON t t ' ! GUTTER UNE STA: 49+49.06 - 10.60; LT ON, STA: 37+73.46 - 43.LT JCURVE RADIUS POINT J+ STA: 49+49.06 - 54.00 LT I: . t STA: 37+30.86 - 54.00' LT - FZ0iU JDATA V' a t. 75*31'11 R4 = 44.W4' {t 1 1 I 34..'M* L = 68.00 ;. GUTTER LINE STA: 49+06.46 i- 43.00' LT a STA: 37+30.86 i- 10.00' LT . a ` STA: MrE 4 .L STA: 48.88 - 45.98' LT STA: 37+23.67 - 10.00 RT 4 FLOE CUR TA -- 0 = 9156'18" U CUR* RADW � � R = 8.96' STA: 48+64.81 .50' T � T = 28.96' a STA: 37+23.67 RT L = 44.93' 9 � a - — -- — — — L-- = 30.63' ' L ° P-T IGOIER LINE --Sfk-47+01.68 - FLOWLINE CURVE DATA — I ----- ,= 2915'11' R = 20.06r----- T = 5.22' _ CURVE RADIUS PDfNT �J I} �I �f 4)TTER LINE - �A: 49+48.59 - 10.00' FLOKIW CUR-W -DA' T = 11.18' L = 21.27' CURVE RADIUS POINT INTERSECTION DETAIL ROAD 'D' TURNAROUND RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS B Y: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: JE CURVE DATA 7'12'49" 5.00' .62' 80 FLOWLICURVE DATA - 2 11� -R-= 28:f)@' — — — T = 5.22' L = 10.21' 20+00 PROJECT REF: FAC # 02-0024 /o/"/e z THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. L Date Approved: /0.21 -/ Z O N o 'v z z Q Q Z� C> Z ® Z m ' m O lc� (Lz-:, C�2 O 0 W J CD Cv 0 0 r, m CV r` CU U 0 En m cn cn Ln m r` C11 En F- J CL Y s 0 m LO r` 0 0 Q z Y W 4 Y J J W / _9x H Ln tf� r7 N / 3 N / 0 SEE SIM 17-FOR CONTINUATION SEE SF:ET 15 FOR CONTINUATION QQ u7 N 00 � to I� . to tp 06 m 0) rn �L (ZD O ad tT L0 to �� ul L0� Lo 10+00 FIRE``NOTE SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS. A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE 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 CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. 11+00 3LINE PROFILE - RC STA® 10+00 to STA: 11+73.83 SCALE: 1" = 20' HORIZ. 1 " = 5' VERT. CURVE I RADIUS I LENGTH DELTA C5 OVERALL 270.00' 130.00' 27'35'13" C6 270.00' 113.30' 24*02'31" C7 270.00' 16.70' 03'32'41" C14 38.00, 68.10' 102'41'02" 32 OVERALL 38.00' 69.57' 104�54'1I" C33 150.00' 39.02' 14*5411 C34 38.00' 24.90' 37'32'54 C35 38.00' 34.79' S227 06 C36 38.00' 34.79' S2 27 06 9 A 9 LINE DATA: LINE I DIRECTION I DISTANCE L6 S2516'54 E 20.20' L7 S12'16'01 "W 26.44' 12+00 CENTERLINE PROFILE - ROAD B LOW POINT ELEV = 597.00 z � o STA: 15+00 to 5�iA: 17+35 � _ LOW POINT STA - 15+34.79 PV1 S"Tlt - 15 20 ALE HO12 PM ! ELEV = 596.46 1" = 5' VERT z A.D. = 4.81 a K = 20.79 HIGH POINT ELEV = 597.86 I LA' 100.00' VC HIGH POINT STA = 16+28.69 z610 a PVI TA 1+1.90 .- u PV1 ELEV = 598.18 �- • A.D. _ -2.94 K = 30.57 ! o SMH 161 - TYPE 1 - '? 90.00' VC "' STA--= _1#_: _ _r - 30.01 __.._. __.._...__ �z5 Q - _ _ _ _ - - - --- - - - _.._. _ __..._ . iINI _ 59 If N} 8" I 1 = s8 i8 5$5• -7 I.E. NE) 8" IN = 585:-2& S s S •G9 + SSMH f 61 t3- 75 TYPE 1 - 48"0 " I.E. S) 8 OUT =-58-5�8 585.�4- o 00POSED GRADE; 0 ROAD STA = 17+31.25 - 5.00 LT RIM = 59fr,92 597 �8 , U > _ , ri IN B Z% �Nj 600 - _.,__ �.. _- s -`-------------- __ ___ -- EXISTING .GRADE A ROAD .__ ______ -- > ``' _ I.E. _IrOUT_ 74.8600 SBSA`/ 2.1< - - - - -- __ - - - - - - - - --- 1- --- _ - - -t _.. ___.. .._. _ _._._ --_ __ -_�__ -► _.4�1-MIN.._....................... _ - _ _ _ __ ...._._ _ _...._.. A 12"0 DI WATER CROSS W NOTES: 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"xWAOB" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY. 0 0 0 0 0 �� cc rn Qn W) LO to 17+00 UnUff CROSSING TABLE CROWN INVEAT CLEARANCE ADDMONAL NOTES 593.63 WATER 594.33 STORM 0.70' SEE CROSSING NOTE, THIS SHEET 592.25 STORM 592.95 WATER 0.70' SEE CROSSING NOTE, THIS SHEET 589.94 SANITARY 592.27 WA 2.33' - 590.91 SANITARY 591.61 WATER 0.70' SEE CROSSING NOTE THIS SHEET 592.56 WA 5 .26 STORM o.70' SEE CROSSING NOTE THIS SHEET WATER CONSTRUCTION NOTES STA: 10+40.00 - 6.79' LT REMOVE EXISTING 12" CAP AND TEMP. BLOWOFF ASSEMBLY AND CONNECT TO EXISTING 12" STUB. CONTRACTOR TO VERIFY LOCATION, QI.E.'S, AND FITTINGS PRIOR TO CONSTRUCTION. CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH THE CITY FOR ANY ADJUSTMENTS. INSTALL TEMPORARY DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY FOR TESTING PER DETAIL SHEET 19. Q2 35 LF 12" DJ.P. CLASS 52 STA: 10+71.20 - 9.06' RT Q3 1 - 12" 22 112' BEND (MJ x MJ) CONCRETE THRUST BLOCKING Q67 LF 12" D.I.P. CLASS 52 STA: 11+44.09 - 5.32' RT 5 1 - 12" 22 1/2' BEND (MJ x FL) 1 - 12" 11 1 /4' BEND (FL x MJ) CONCRETE THRUST BLOCKING 38 LF 12" D.I.P. CLASS 52 STA: 11+82.02 - 4.98' RT (ROAD A) _ STA: 14+93.71 - 7.78' RT (ROAD B) f - 12" TEE (FL) 2 - 12" GATE VALVES (MJ x FL) 1 - 12" x 8" REDUCER (FL) 1 - 8" GATE VALVE (FL) 1- 8" 45' BEND (FL x MJ) CONCRETE THRUST BLOCKING �8 19 LF 12" D.I.P. CLASS 52 STA: 15+17.33 - 5.97' RT 9 1 - 12" 45' BEND (MJ) CONCRETE THRUST BLOCKING 10 24 LF 12" D.I.P. CLASS 52 STA: 15+44.20 - 8.50' RT 1 - 12" x 6" TEE (MJ x FL) 1 - 6* GATE VALVE FL x MJ TE 11 ( ) 1 6 F.H. ASSEMBLY 10 LF 6" D.I.P. CLASS 53 CONCRETE THRUST BLOCKING f2 199 LF 12" D.I.P. CLASS 52 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 CIL CIT4 ENGINEER DA TE PROJECT REF: FAC #02-0024 /• s t • s THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By:+�..�...! S Dote Approved AV -- 2 19 -O Z RECORD DRAWING CE&WTCATION ESE DRAWINGS CONFORM TO THE C N AC 'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSIPON: � /s• �� � , / mow v' �R CONFIRMED BY CITY DATE: m N N O O N � 0 O� O U U O Q z Z M Q � 0 O O U z F > Y O J � � W 4 >- W Z a sm > N W o� sTW 0 0) orl0r. o rn r%) v- a) C� L0 .� r) o N �v c °' LL1 o E Q Ln v �` o 'It 60) N E O U Q� un N Q J Zo d- •� 0 WZ Z g Q � co t� Wcc cc Cc Z z I � �z cc Zoo U 0QQo �7. 00 I�Q N m Z CC3 � -s W UL } Q cc W a Z cj) I-- W z'`� w 0 DATE SEALED Zd - 2X -01 WAS,y j l Q A d p to 1 79 4, I STER�'�(>� 7DNAL EXPIRES: 1-31-y!f PROJECT MANAGER Jerry WakeWd DESIGN G.J. and J.E. DRAWN J.E. and G.J. CFECKED SEC 6 T 20 N R 5 E F:LE NO l: \LAKELAND-SO\27635 DATE 8/16102 SCALE r = 20' SHEET 13 OF22 ALE NO 27635 LAKELAND-SO Ioa"!�c / -3 4�, 2 e J Co cu CID 0 N 0 a 0 0 Cu U 0 0 01 3 cv En L0 m Lo / LO U) C14 = 1° J a I2 / Y J C 2 CD r � Y LC l O m 3 ID rl- rn N O cN O z I J Z W I Y W H i GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. AREA 8 NORTH at LAKELAND SANITARY SEWER AND WATER PLAN AND PROFILE - ROAD D A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON SEE SHEET I8 FOR COIATION SEE SHEET 16 FOR CONTINUATION LOW POINT ELEV = 594.00 161 - "* LOW POINT STA = 48+1,6.54 H 1 7 TYPE 1 "- 48"0 STA 4 + RIM 595.36 - LT PV1 STA = 48+25 A 43+M_ 5R� ab LT RIM 610 f . S $""IN = 57$O5 PN; ELEV = 593.2b LE Nor IN = MA sm. I.E.E . N 8 IN = 577.73 A.D. = 7.39 I.E. M = 381.55 Teo-41 I.E. E 8" OUT = *_9L%;77,198 K = 12.18 I.E. S " OUT = S 3 MATCHES CURVE DATA MARSHALL AVE. 9000, VC S.E - SEE AREA 8 AT LAKELAND PLAID -APPROVED UNDER SEPARATE PERMIT (FAC % 02-0008) °N° r� �^° + 0) -'r 100.00' VC + Y ( v 00 rn vm "' POINT ELEV = 594.12 �� 'd Q+m v o� LOW POINT STA 46+96.01 W n ^ '- rn L on a° 600 PVI STA-;_ .46+50 r+, � Ln � � � � w ---- w PV1 ELEV= 593.28 `r "' S S c� oV) 5 m » m ---------- / A.D. = 6.82 > d K = 1466 w w / / 39 4 % .00% -- -- F -- ---._ - 15"0 JV $TOR 1 42w MIN -------------- -a�L---- - 0 F.IF=_ 600.5 SET 16 wr F A . M-� !�. xg CURVE I RADIUS I LENGTH DELTA C23 38.00' 63.79' 9610'31" C28 114. 00' 18, 86' 09 28'43" C30 100.00' 16.27' 09'19'27" STA. 0+37 44 LF 6"0 PVC j(:� INV. = 593.50 F.F.= 600.5-- rA 0-�ao �i,ewvc �;V F,F - `600.5 I .F = 600.5 HIGH POINT ELEV = 597.84 -- MATCHES CURVE DATA ROAD "B" HIGH POINT STA = 49+7i.45 - SEE SET 9 FOR ;CONTINUATION PVI STA.= 49+40 -100 00' VC -� PVI- ELEV` = 598.25 _. __ . _ _ -_ _-.-. _ ___ _. ___ _ _ 610 A.D.= -5.39 LOW POINT ELEY = 597.46 K = f855 LOIN POINT STA = 50+27.65 100.00' VC PW STA - '50+60 o u') PN ELEV - 597.05 U-' K = 1764 EXISTING GRADE ``' co m 0 ROAD- 00 -------------- IF PROPOSED GRADE @ ROAD 12'0 SD STORM wow I— - - 000. Sgo LF Or t>R� 0 ��� � of � 0610-69'1 yK 1 - 48"0 1A=aO+1809- 'RT j. ,�,,• '"' TA: �+frB 6" 0 PV'C I.E. (NE) 6" IN 9 S`t.87 -73 ;."; ""`.• INV 0 MAIN = 385-31 5 87,23 1:E. W) 8" IN = 589$ 5 �9 ,ow,.� I.E. S 8' OUT 589. 64- A: " VCdo. INV =5f4.38 TA: 48+96.59 - _ _ _. 596.33 - -_____ _ ___.._ _ _ _- _ 580 "D" P.C. STA: 49+95:76 ROM? 4 IT lNTX. 5. TA: 49+07.23 :ROAD "D" = P.T. STA: 26+29. 3 ROAD B - STA: 37+72.68 (ROAD "C") - ELEV. = 5%.73 ELEV. = 597.69 INTX TA: 50+27.65 ROAD "D" _ STA: 49+16.46 =' STA: 25+97.83 (20AD "B') _ CENTERLINE DRIVEWAY - ELEV. =`597.03 CENTERLINE DRIVEWAY - ELEV. = 597.46 LLL V. = JJJ.L'tLO --• • - 1 O 04 Pelt N r 00 to � �d rn �� rn �rn rn �rn 'n rn 11) U-) LO � � n `r' LO ,n 47+00 48+00 49+00 CENTERLINE PROFILE - ROAD wD` STA: 47+55.24 to STA: W+27.65 SCALE: 1" = 20' HORIZ. 1" = 5' VERT. DV+UU 0 r; to LINE DATA: LINE I DIRECTION I DISTANCE L5 S03'16'25"E 10.63' FIRE SPRINKLER NOTE: SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS. A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE 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 WAG 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. (is WrR oNLY> SAS - 13UIL"r •, 0 04 0 0 6 1 WATER CONSTRUCTION NOTES STA: 50+23.03 - 23.72' RT 26 1 - 12" 90` BEND (MJ) CONCRETE THRUST BLOCKING 27 68 LF 12" D.I.P. CLASS 52 STA: 49+68.43 - 8.50' RT 1 - 12' x 6" TEE (MJ x FL) 28 1 - 6' GATE VALVE (FL x MJ) I - 6" F.H. ASSEMBLY 5 LF 6' D.I.P. CLASS 53 CONCRETE THRUST BLOCKING 29 57 LF 12" D.I.P. CLASS 52 STA: 49+11.29 - 8.50' RT 1 - 12" x 8' TEE (FL) I - 12" GATE VALVE (MJ x FL) 1 - 12' ADAPTER (FL x MJ) 1 - 8" GATE VALVE (FL x MJ) CONCRETE THRUST BLOCKING 31 115 LF 12" D.I.P. CLASS 52 STA: 47+94.90 - 6.00' RT REMOVE EXISTING 12" CAP AND TEMP. BLOWOFF ASSEMBLY AND CONNECT TO EXISTING 12" STUB. CONTRACTOR TO VERIFY LOCATION, 32 I.E'S, AND FITTINGS PRIOR TO CONSTRUCTION. CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH THE CITY FOR ANY ADJUSTMENTS. INSTALL TEMPORARY 4" BLOW OFF FOR TESTING PER DETAIL SHEET 19. WATER SERVICE/METER NOTE: ONE METER SHOWN FOR EACH UNIT AND ONE FIRE SPRINKLER LINE SHOWN FOR EACH BUILDING. ALL DOMESTIC SERVICE METERS SHALL BE -314.0 PER LSBL-6. SUPPLY LINES WHICH SERVICE A FIRE SPRINKLER LINE SHALL BE A MINIMUM OF 2"0 AND SHALL BE EQUIPPED WITH DOUBLE CHECK VALVE ASSEMBLY PER CITY OF AUBURN STANDARD DETAIL WAFS-1. SUPPLY LINES WHICH DO NOT SERVICE A FIRE SPRINKLER LINE MAY BE 1" MEETING LSBL-6. UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 589.67 WATER 590.80 STORM 1.13' - 590.96 WATER 591.66 STORM 0.70' SEE CROSSING NOTE, THIS SHEET 591.58 WATER 593.20 STORM 1.62' - 589.74 SANITARY 590.92 WATER 1.18' SEE CROSSING NOTE, THIS SHEET 590.63 SANITARY 592.39 WATER 1.76' - 593.50 (WATER) 594.20 (STORM) 0.70' SEE CROSSING NOTE, THIS SHEET CROSSING NOTESO 1) 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. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY, RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE ON C OR'S CONSTRUCTION RECORDS BY: DATE: l 0 2 G3 TITLE/POSITION: %oizE-6 / CONFIRMED BY CITY t.1 DATE: ZZ-11 -63 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 DA PROJECT REF: FAC # 02-0024 /e s j o z- THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 0 +S Date Approved: /b " 2 ? - s z N 0 0 z o Q Q z z IZIS ,-n zs'u-, mW mW Q� Q� Lu w W oz oz 5 Cam �o �o N "- 16%?/ 140 06e- lei *,( .71, J CD R, 0 0 Cu c6 CD 0 m 0 0 01 3 n7 cn v7 Ln m LO - CU J n Y n m Cu 0 U7 0 Z Q J w Y J h-1 0 Z W � Q uj _j W X GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. F.F.= 509.91 fj F.F.= 599.0 FrA 599.0 STA. 9� 0 5 LF 670 PV( STA 4*E S14EET 6 SSW #NW-715 F.F = 600.2 AREA 8 NORTH at LAKELAND SANITARY SEWER AND WATER PLAN AND PROFILE -ROAD B ,a PoanoN of THE Easr 1/2 of sEc-rioni s, rownS-ice 20 nioRn-r, RANGE 5 EAST, W.AI., GTY OF AUBURN, PIECE COUNTY, WASMIVGTnN LOW POINIT ELEV = 596.52 10• NO POINT STA =' 21+63.25 0 ►_� LOW POINT STA = 17+65.30 PVI STA = 21+50 N C F- PIA STA = 1 +95 PW ELEV = 609.78 610 PA ELEV = 596.02 A.D. _ -5.#4 610 ■ -- A.D. - 6.16 - - - -- -- -- -- - -- -- -- N_ _ - - - _._ - -- 3' -- _._ ■ N K = 16.24 CO - ---- - -- 100.00' VC----�- 610-76 TYPE 1 - 48"0 + ^06 W uj - �' 1 STA = 17+63.24 13.68 LT - - _ - J. I v _ � co _ RIM - 596'S3 �� 7.5-� " PROPOSED GRADE ROAD '- _ LE. E 8" IN = 38833 ✓�t. 0-7 mc4 _- -- ■ I.E. S 8" OUT = 589.13- S8� g Z EXf STMIG GRADE a ROAD �_ - 42" MIN. ` y- ■ 66E?. _ - 91% 4 ■ - - - T - - - ------ ''�� tZwj SD STOW �- _- �--" ��*, •r�'"`Yr.." `"` ■ WATER PVC 276 LF `7 0 pl ' -"- -- 0 �,�► ' '•- «-�,,,'" "" STA: 1-t-69 6" 0 PVC STA - 20+ - 5.00 RT o � ,...,�-.". ,,. +■- INV @ MAIN = 593$X RjM -. = ,5� 6 -2 27 5 9 8. ■ 5900. z s. s �g. I STA: 0+52 6" 0 PVC 39 LF 8"0 PVC INV 0 MAIN = �98-6�f- ` STA: 17+35 to STA: 21+29 97 C) SDR35 0 1.00 SCALE: i" = 20' HORIZ. _ . ........_.. J INTX. STA: 20+14.24 = ■ (� INTX. STA: 17+65.30 (ROAD "B") = CENTERLINE DRIVEWAY - w ■ CENTERLINE DRIVEWAY - ELEV. = 605.17 : IN TX. STA: 20+32.82 = N ELEV = 596.52 P.T. STA: 17+99.35 - P.C. STA: 18+72.38 - P.R.C. STA: 19+1404 - P.T. STA: 19+59.17 - CENTERLINE DRIVEWAY - P.C. !STA: 21+04.24 - 580 ELEV. = 596.87 ELEV. = 599.78 ELEV. = 601.56 ELEV. = 603.21 ELEV.' = 605.75 ELEV. = 608.20 580 rn 09 09 rn crN ". 00 '� PO r � 0) 0) LO 0) 0) � 0) � Co O O � N O � O � O QD O lC) 1[) Sri � U tp cD co to to t0 ep 18+00 19+00 20+00 21+00 CROSSING NOTES- 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION. A 3"x48"x1O8" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY. t2 13 14 15 I6 r7 32 33 34 CURVE RADIUS I LENGTH I DELTA C14 38.00' 68.10' 102'41'02" C18 160.00' 25.73' 09'12'55" C19 286.00' 45.13' 09 02'28" C20 264.00' 41.66' 0902'28" 122 164.00' 53.07' 18 3222" WATER CONSTRUCTION NOTES STA: 17+45.87 - 6.17' RT 13 1 - 12" 45' BEND (MJ) CONCRETE THRUST BLOCKING 14 47 LF 12" D.I.P. CLASS 52 STA: 17+95.33 - 6.25' LT i - 12" 45' BEND (FL) 1 - 12" 11 1/4' BEND (FL) 1 - 12" GATE VALVE (MJ x FL) 1 - 12" x 6" TEE (FL) 15 1 - 12" ADAPTER (FL x MJ) 1 - 6" GATE VALVE (FL x MJ) 1 - 6" F.H. ASSEMBLY 8 LF 6" D.I.P. CLASS 53 CONCRETE THRUST BLOCKING 16 290 LF 12" D.I.P. CLASS 52 STA: 20+84.77 - 8.50' LT 1 - 12" x 6" TEE (MJ x FL) 1 - 6" GATE VALVE (FL x MJ) 17 1 - 6" F.H. ASSEMBLY 27 LF 6' D.I.P. CLASS 53 CONCRETE THRUST BLOCKING FIRE SPRINKLER NOTE= SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS. A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE 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 CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. WATER SERVICE/METER NOTE. - ONE METER SHOWN FOR EACH UNIT AND ONE FIRE SPRINKLER LINE SHOWN FOR EACH BUILDING. ALL DOMESTIC SERVICE METERS SHALL BE 3/4"0 PER LSBL-6. SUPPLY LINES WHICH SERVICE A FIRE SPRINKLER LINE SHALL BE A MINIMUM OF 2"O AND SHALL BE EQUIPPED WITH DOUBLE CHECK VALVE ASSEMBLY PER CITY OF AUBURN STANDARD DETAIL WAFS-1. SUPPLY LINES WHICH DO NOT SERVICE A FIRE SPRINKLER LINE MAY BE 1" MEETING LSBL-6. KEY MAP NOT TO SCALE UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDMONAL NOTES 591.91 WATER 592 61 STORM 0.70 SEE CROSSING NOTE THIS SHEET 591.20 SANITARY 592.55 WATER 1.35 SEE CROSSING NOT E, TE, THIS SHEET 596.26 SANITARY 596.96 WATER 0.70' SEE CROSSING NOTE, THIS SHEET 598.19 WATER 598.99 STORM 0.80' SEE CROSSING NOTE, THIS SHEET 599.68 SANITARY 600.86 WATER 1.18' SEE CROSSING NOTE, THIS SHEET 602.99 WATER 604.09 STORM 1.10 - 591.38 WATER 592.08(STORM)0. 7 ' 0 E CROSSING NOTE SE , THIS SHEET 591.44 WATER 592.14 STORM 0.70' SEE CROSSING NOTE, THIS SHEET 602.18 WATER 602.88 STORM 0.70' SEE CROSSING NOTE, THIS SHEET writ aqcy) AS- tju ILr It RECORD DRAWING CERTIFICATION TN DRAWINGS CONFORM TO THE N AC 'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE11-11- 0 3 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 Z �41NEER DAT PROJECT REF: FAC # 02-0024 i•,/s!/o s THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: �� N \ F © O ti U 0 �C 2 21S� m �w Q Q � O O U U Q Cal C) j m �fl Q N i 5 ez �'i�N 1471 I CD CU O O (U O) V V co 0 0 Cv 41 U O 0 Q, cn rn T) rn En cn J Cl Y cr CD UD r- cu 0 cn I 0 z a J 111 Y Q J Ln c=n a Y O 3 n cV 0 I 0 Z u I Y _'n j W GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. F.F.= 611.0 AREA 8 NORTH at LAKELAND SANITARY SEWER AND WATER PLAN AND PROFILE —ROAD B A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, �n ,' RANG 5 EAST, W.M., CRY OF AUBURN, PIERCE COUNTY, WASHIIVGTON CURVE I RADIUS I LENGTH DELTA C21 210.00' 22.63' 06'10'31 " C22 164.00' 53.07' 18'32'22" C23 38.00' 63.79' 96'10'31" —2.nnq' \ '1 — — — _ _ I "Cli V6 I 0 00 ao as m �r l."- •- •- o^00 � ©t\ �� LO oo�t «- rn o•- to ai 0i�o� on a CDko to ov �i ac�i oo C6 a� rn cc to `n co ca to co co co to coo � Cl co cL7 cp co � QO 4ty to 22+00 23+00 CVG NO1FS' 24+00 1) 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. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY. 18 19 20 21 22 25+00 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 601.18 SANITARY 603.26 WATER 2.08' - 600.31 SANITARY 601.93 WATER 1.62' - 601.23 WATER 601.85 STORM 0.62' SEE CROSSING NOTE, THIS SHEET 597.06 SANITARY 597.83 WATER 0.77' SEE CROSSING NOTE, THIS SHEET 591.70 SANITARY 592.95 WATER 1.25' SEE CROSSING NOTE THIS SHEET CO 26+00 t F.F.= 600.5 F.F.= 600.5 m WATER CONSTRUCTION NOTES STA: 21+70.00 - 4.89' LT i8 1 - 2" AIR/VAC RELIEF VALVE (LS13L-08) FIELD LOCATE AT HIGH POINT OF MAIN 19 285 LF 12" D.I.P. CLASS 52 STA: 23+68.78 - 8.50' LT QI - 12" TEE (FL) 20 3 - 12" GATE VALVES (FL x MJ) CONCRETE THRUST BLOCKING 21 12 LF 12" D.I.P. CLASS 52 STA: 23+80.78 - 8.50' LT 1 - 12" x 6" TEE (MJ x FL) 22 1 - 6" GATE VALVE (FL x MJ) 1 - 6" F.H. ASSEMBLY 5 LF 6" D.I.P. CLASS 53 CONCRETE THRUST BLOCKING 23 235 LF 12" D.I.P. CLASS 52 24 112 LF 12" D.I.P. CLASS 52 STA: 23+65.94 - 120.00' LT 25 1 - 12" CAP (MJ) 1- TEMP. BLOWOFF ASSEMBLY (LSBL-10) CONCRETE THRUST BLOCKING FJRE ,6%WNKLER NOTE - SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS. A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE 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 CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. WATER SERVICE/METER NOTE: ONE METER SHOWN FOR EACH UNIT AND ONE FIRE SPRINKLER LINE SHOWN FOR EACH BUILDING. ALL DOMESTIC SERVICE METERS SHALL BE 3/4-0 PER LSBL-6. SUPPLY LINES WHICH SERVICE A FIRE SPRINKLER LINE SHALL BE A MINIMUM OF 2"0 AND SHALL BE EQUIPPED WITH DOUBLE CHECK VALVE ASSEMBLY PER CITY OF AUBURN STANDARD DETAIL WAFS-1. SUPPLY LINES WHICH DO NOT SERVICE A FIRE SPRINKLER LINE MAY BE 1" MEETING LSBL-6. 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 �2sv� CITY EER DATE ECORD DRAWING CERTIFICATION I PROJECT REF: FAC # 02-0024 IiZL9lo t TH DRAWINGS CONFORM TO THE C TRA 'S C STRUCTION RECORDS B Y. DATE: "" 2 A O TITLE/POSITION: PSo q- j CONFIRMED BY CITY DATE: 'b 3 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. �.X-106 ".,. —s"'-*-4 Date Approved: 10 _ 21--Q -% n LI o Q � o a C'J U Q Q L C Z z z Y > Y _¢I Q W oc -4.a It A > C an z > !V N ^ cvr 0 Z PoP 0 ;2 -` @3�1'►yl l6 7 / J CV O O CV in 0 0 m CAJ 0 i cr cn Cn Cn Co Cn U) J a cc 0 m r- R, 0 U7 0 z a w Y d J 1-1 V) tN LO CN / ]C 0 3 / N 0 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. SEE SFEET 13 FOR COf11#WIM SEE SHEET 13 FOR AREA 8 NORTH at LAKELAND SANFARY SEWER AND WATER PLAN AND PROFILE - ROAD E A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CfTY OF Ate, PIERCE COUNTY, WASFNC'TON JIA = 1li+2A.7-.71�U1 KI f'1lllR'V tyi(/111t K - •• __ _ . _ JU .. UAU . _ RIM = 59�'154�.�8 - -- ; - . I.E. N 8" IN = 58'&f8- 585. 79 I.E. E 8" IN = 5 ---�- 4.5 ' I.E. S 8" OUT = 585r 18 S g3 .44 - - i N n .:0 c a� CURVE DATA: CURVE I RADIUS I LENGTH DELTA C31 110.00' 34.86' 18 09'31" C32 OVERALL 38.00' 69.57' 104*54'11" C34 38.00' 24.90' 373254" C35 38.00' 34.79' 52'27'06" C36 38.00' 34.79' 52'27'06" = STA: 11+73.83 P.T. STA: 30+34.79 ROAD "C" E.V. ACCESS DRWY - 1" _ 5' VERT. ( f ) ELEV. = 597.30 P.C. STA: 14+65.21 ROAD B - P.C. i STA: 31+13.79 - P.T. STAG 31+48.65 - ELEV. - 598.16 ELEV. = 601.12 ELEV = 602.69 ►7 O O c0 r'7 00 1c0 t0 u ^ V - to c0 O 1� 00 `- CV ►� °p et •- Of cD CV 00 i N r< rn m a'rn ri n o m �'oM 00 Oi N rn o g `� o Qo C'i -i p o r,o '�r �o cD m �o i� r< o o �o 00 � �' ul Wn cD c0 c0 `o CO co c0 cC c0 CO Cfl to 30+00 31+00 cRossinrc NOTES- 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION. A 3"x48"008" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY. 32+00 23 24 25 26 33+00 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 592.98 STORM 593.77 WATER 0.79' SEE CROSSING NOTE, THIS SHEET 597.79 SANITARY 600.09 WATER 2.30' - 601.21 WATER 601.91 STORM 0.70' SEE CROSSING NOTE, THIS SHEET 600.78 (SANITARY) 603.30 (WATER) 2.52' - RECORD DRAWING CERTIFICATION ESE DRAWINGS CONFORM TO THE NTRAC 'S CONSTRUCTION RECORDS BY. ` DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: 03 0 LLJ W , U= W 1580 00 n 06 LINE DATA: UNE I DIRECTION I DISTANCE L 7 S12'16'01 "W 26.44' WATER CONSTRUCTION NOTES STA: 33+70.00 - 8.50' LT i - 2" AIR/VAC RELIEF VALVE (LSBL-08) FIELD LOCATE AT HIGH POINT OF MAIN STA: 32+73.34 - 8.50' LT 1 - 8" x 6" TEE (FL) 1 - 8" GATE VALVE (FL x MJ) 37 1 - 8" ADAPTER (MJ x FL) 1 - 6" GATE VALVE (FL x MJ) 1 - 6" F.H. ASSEMBLY 10 LF 6" D.I.P. CLASS 53 CONCRETE THRUST BLOCKING 38 136 LF 8" D.I.P. CLASS 52 STA: 31+38.55 - 9.00' LT 39 1 - 8" 22 1/2• BEND (MJ) CONCRETE THRUST BLOCKING 123 LF 8" D.I.P. CLASS 52 FIRE SPRINKLER NOTE= SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS, A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE 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 CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. WATER SERVICE/METER NOTE: ONE METER SHOWN FOR EACH UNIT AND ONE FIRE SPRINKLER LINE SHOWN FOR EACH BUILDING. ALL DOMESTIC SERVICE METERS SHALL BE 3/4"0 PER LSBL-6. SUPPLY LINES WHICH SERVICE A FIRE SPRINKLER LINE SHALL BE A MINIMUM OF 2"0 AND SHALL BE EQUIPPED WITH DOUBLE CHECK VALVE ASSEMBLY PER CITY OF AUBURN STANDARD DETAIL WAFS-1. SUPPLY LINES WHICH DO NOT SERVICE A FIRE SPRINKLER LINE MAY BE 1" MEETING LSBL-6. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID 00 FOR A PERIOD OF 12 MONTHS FROM THE w'r�e DATE OF SIGNATURE avc.y Z OZ s• aulzor CIT GI ER DATE PROJECT REF. FAC 1 02-0024 la THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: A& - 24} --4Z 3 J CJ Cll 0 0 0 0 CID U O 0 m Lo cn cn Ln m RJ cn J a 0 m L0 r- CAJ 17 Q W Y Q J r-� 0 z W Y .y j W GRAPHIC SCALE 0 10 20 ( IN FEET ) I inch = 20 ft. EA 8 NORTH at LAKEL SANITARY SEWER AND WATER PLAN AND PROFILE - ROAD C A PORTION of THE EAST 1/2 of SEcnav s, -rownS-nP 20 NORTH, RANG 5 EAST, W.M, CRY OF Atm^ PIERCE COUNTY, WANTON 72.68 P.C. STA: 34+13.21 '- SCALE 1° = 20' HORIZ. s ELEV.' = 607.96 aZ P.T. STA: 34+39.61 - 1" _ 5' VERT. 580 'ELEV. = 607.30 STA: At82 6" * Pi?C INV A MAIN = -585-. 97 285, Ate° P.C. STA: 37+11.21 - ELEV. = 599.13 �o CD oQ Qo 00 C3o o �0 0 r �' ;o �^ c» rn to Co cc to c0 t0 to � CO to (0 to (0 t[) tfi 34+00 35+00 CROSSING NOTES.- 1) 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. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY. 36+00 27 28 29 30 31 37+00 SEE SHEET 14 FOR CONTINUATION SEE SHEET 14 Mt CONTINUATION _ F.F.= 600.5 INTX. STA: 37+7268 ROAD "C" _ STA: 49+07.23 (ROAD "D) - ELEV = 596.73 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 599.11 WATER 599.81 STORM 0.70' SEE CROSSING NOTE, THIS SHEET 594.04 SANITARY 596.78 WATER 2.74' - 594.94 WATER 595.75 STORM 0.81' SEE CROSSING NOTE, THIS SHEET 591.94 WATER 593.24 STORM 1.30' - 591.57 WATER 592.27 STORM 0.70' SEE CROSSING NOTE THIS SHEET n 0i m Ln CURVE I RADIUS I LENGTH DELTA C28 114.00' 18.86' 09 28'43" C29 110.00' 26.40' 13'45'04" C30 100.00' 16.27' 09'19'27" LINE DATA: F NE DIRECTION DISTANCE5 S03'16'25"E 10.63' WATER CONSTRUCTION NOTES 33 207 LF 8" Q.I.P. CLASS 52 STA: 35+73.97 - 8.50 LT 1 - 8" x 6" TEE (FL) i - 8" ADAPTER (MJ x FL) 1 - 8" GATE VALVE (FL x MJ) 1 - 6" GATE VALVE (FL x MJ) 1 - 6" F.H. ASSEMBLY 10 LF 6" D.I.P. CLASS 53 CONCRETE THRUST BLOCKING 35 302 LF 8" D.I.P. CLASS 52 FIRE SPRINKLER NOTE SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS. A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES, C. A SEPARATE 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 CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. WATER SERVICE/METER NOTE: ONE METER SHOWN FOR EACH UNIT AND ONE FIRE SPRINKLER LINE SHOWN FOR EACH BUILDING. ALL DOMESTIC SERVICE METERS SHALL BE 3/4"0 PER LS13L-6. SUPPLY LINES WHICH SERVICE A FIRE SPRINKLER LINE SHALL BE A MINIMUM OF 2"0 AND SHALL BE EQUIPPED WITH DOUBLE CHECK VALVE ASSEMBLY PER CITY OF AUBURN STANDARD DETAIL WAFS-1. SUPPLY LINES WHICH DO NOT SERVICE A FIRE SPRINKLER LINE MAY BE 1 " MEETING LSBL-6. I W 38+00 490 owly, RECORD DRAWING CERTIFICATION ESE DRAWINGS CONFORM TO THE C CTOR'S CONSTRUCTION RECORDS BY. DATE: TT T LE/POSI TION: CONFIRMED BY CITYDATE: Z/` IX-07 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 D SIGNATURE CITY INE D *TEj PROJECT REF: FAC # 02-0024 ro zf e THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMEN TS. Approved By. A jene - S-60" Date Approved: Ld .-4F.0 2 C; O N Q o a z z q q q� q� C.> CJ q q 2W W 4 W 0 S m 5 �L c� o W� N ^ �A PIC 4 5 ;? -7 �741 1671 N O 0 m CD m 0 O m cli 0 M w 0 cn cn Ln m LO W � d co � N cn N a Q cr 1- O / � Y m 3 CD N � to N 00 / CO c N0 z i a o J Z w Q Y W mr)'m: 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-066 1-1/2-INCH & 2-INCH WATER SERVICE AND MATERIAL LIST LSBL-07 2-INCH AIR & VACUUM RELIEF VALVE LSBL-08 2-INCH BLOW -OFF ASSEMBLY LSBL-09 TEMPORARY BLOW -OFF ASSEMBLY LSBL-1O 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 MALL BE MINIMUM THICKNESS CLASS 52. 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 36 INCHES, UNLESS OTHERWISE NOTED. 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 WWHICH 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 M{X}#FIED 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 MALL 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-06A AND LSBL-06B. 12. SERVICE LINES SHALL BE A MINIMUM 3/4 INCH AND SHALL CONFORM TO THE STANDARD DETAILS LSBL-06A AND LSBL-068 UNLESS OTHERWISE NOTED ON PLAN. 13. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER LAKELAND SOUTH - BONNEY LAKE STANDARD DETAIL NO. LSBL-01. 14. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO LAKELAND SOUTH - BONNEY LAKE STANDARD DETAILS NO. LSBL-02 AND LSBL-03 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-05. 17. WATER SERVICES SHALL BE PER DETAILS LSBL-06A AND LSBL-066. 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-09 OR LSBL-10 AS APPLICABLE. 19. WATERLINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WMTHOUT CITY APPROVAL. 20, BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER LAKELAND SOUTH - BONNEY LAKE DETAIL NO. LSBL-04 AS APPLICABLE. 21. STREET CURBS SHALL BE PAINTED WITH FORMULA MD-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 LAKELAND SOUTH - BONNEY LAKE STANDARD DETAIL NO. LSBL-08. BLOWOFF ASSEMBLY SHALL BE PER LAKELAND SOUTH - BONNEY LAKE STANDARD DETAIL NO. LSBL-09. 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). SANITARY SEWER CONSTRUCTION NOTES THE LOCATION 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 PREANT 03HDRAWAL 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 CITY OF AUBURN. 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 8 NORTH at LAKELAND SANITARY SEWER AND WATER NOTES AND DETAILS A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M, CITY OF AUBURN, PIERCE COUNTY, WASHINGTON FOR NEW 8" MAIN: 8"x4" REDUCER (FLxFL) FOR NI_W 12" MAIN: 12"x8" REDUCER (FLxFL 8'x4" REDUCER (FLxFL) FOR NEW 16" MAIN.: 16"x12" REDUCER (FLxFL 12"x8" REDUCER (FLxFL 8"x4" REDUCER (FLxFL) NEW WATER MAIN FLANGE COUPLIN SIZE AS REQUIRED I U MA I GH NEW WATER MAIN WA TER MAIN SIDE SEWER CONNECTIONS SHALL BE MADE WITH A TEE PER CITY OF AUBURN STANDARDS. SANITARY SEWER MAIN STORM MAIN 1' MNN 6" PVC 0 2% (TYP) ROOF DRAIN 6"- 8" PVC @ 1% MIN IE SHOWN ON PLANS IS AT CLEANOUT 2% V MIN TYPICAL SIDE SEWER CROSSING BELOW UTILITY N TS 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. 2" PRESSURE TESTING ASS'Y, 4" BLIND FLANGE W/ 2" IPS TAP 2" PIPE (SxS) LENGTH TO FIT 2" GA TE VAL VE (SxS) TESTING CO11N9Q M710N COUPLING PER CITY REQ'S NEW WATER MAIN LENGTH AS REQUIRED MATCH NEW WATER MAIN CLASS AND SIZE CONNECTION DETAIL N.T.S. FOR EXIST. 8" MAIN: 8"x4" REDUCER (FLxFL) FOR EXIST. 12" MAIN. 12"x8" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) FOR EXIST. 16" MAIN: 16"x12" REDUCER (FLxFL) 12"x8" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) EX. WATER MAIN 1 Ll11 V VL .,vvPUNG ADAPTER. SIZE AS REQUIRED TO MA TCH 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 - ---------- ATTACH 4" DISCHARGE HOSE 4" GALV. 90' B 4" GATE 4" GALV. IRON PIPE THREADED LENGTH J. IRON PIPE ED 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 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: N. T. S. 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 D OF SIGNATURE CITaE #TE PROECT REF: FAC # 02- - is Os THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: 21-r0 T. N °p a, o U z z Q Q j m� "n- m� oa `oL, �- la.l >- W cL w CL cu oz �z 5 m j m �o �o ui Z Pr 0 5A 7 004e' l9*Xc24, MEN- UPaF74�--- 7 J i) L1J O O cu m 0 !t7 0 0 t C O 01 3 a 0 u-) m cu 0:� / cD N 00 ♦— 00 S to J � / � J � Q � x (Y-) 3 c / C\I pa o L 0 o a z o `I J Z LLJ Y W J j W H _ X GRAPHIC SCALE 40 0 20 40 $0 ( IN FEET ) 1 inch = 40 ft. z ? 4 '� 0 a� ,6 U N C7�Vl�L��7��D , j 3 1 r t t l t Y EX. CB AREA 8 NORTH at LAKELAND coMPosrre urnm PLAN A PORTION OF THE EAST 1/2 OF SECTK N 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, WM, CITY OF AUSUFK PfERCE COUNTY, WASHNGTON on E o HuL L i t i 1 _J 7 71 11 WA 110 ,. _ _--- low— { i RECORD DRAWW CERTi UrM THESE ORAWIGS CONFORM TO THE CONTRACTOR'S CONSTRUCTM RECORDS RY- DATE: TITLE/POSITION: _ CONFIRMED BY CITY DATE: PROJECT REF: FAC #02-0024 /• s ? •s THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: /O • Z� —O z O N o 5 ci U z o Q Q 5 �C G3 U Q Q Z m ;m �o �o J CV O 0 Cu LO 0 0 CO Clj 41 U 0 O 3 0 m LO rl- J a. / Y cr a CLD m n, / 0 cn 0 z a J LLJ Q J p a CV a a 3 N 0 Z W � pop, *j AREA 8 NORTH at LAKELAND HORIZONITAL CONTROL, MAILBOX AND SIGNAGE PLAN A Poanon► of THE Easr 1/2 of sEc-now s, Townes-nP 20 NORTH, RANG 5 EAST, W.M, CRY OF AUBURN, PIERCE COUNTY, WASFNNGTON GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. NOTES: 1) 9'x19' STANDARD PARKING SPACES SHOWN AT THE ENDS OF DRIVEWAYS, AS NOTED ARE TO HAVE PAINTED "VISITOR" ON ASPHALT. 2) SECURITY GATE - ELECTRONIC w/ OPTICON EMERGENCY ACCESS OPERATING SYSTEM. KEY PAD CONTROL FOR OWNER / VISITOR ACCESS. 3) EMERGENCY VEHICLE ACCESS ONLY GATE - ELECTRONIC w/ KNOX BOX ACCESS OPERATING SYSTEM. 4) PROJECT ENTRY MONUMENT SIGN. 5) SIDEWALK SHALL SLOPE DOWN TO MATCH DRIVEWAY. SEE RAMP DETAIL ON SHEET 5. 6) INSTALL "NO PARKING" SIGNS AT 50' INTERVALS BOTH SIDES OF THE PRIVATE DRIVEWAY, APPROXIMATE LOCATIONS SHOWN HEREON. 7) ALL CONCRETE DRIVEWAYS SHALL BE A MINIMUM LENGTH OF 16'. C6 C5 r ' L2 F r- 52.�0 p8 , S 7.24 SXV-T DISTANCE M'1 THE SIGHT DISTANCE TRIANGLES SHOWN HEREON ARE MEASURED FROM A POINT 12 FEET BEHIND THE EDGE OF TRAVELED WAY. SIGHT TRIANGLE SHOWN FOR A DISTANCE OF 150 FEET ON 67TH STREET S.E. (LOCAL RESIDENTIAL), PER CITY OF AUBURN STANDARDS TABLE RG-2. MAILBOX FLAN MAILBOX # TYPE BUILDING NUMBERS TOTAL UNITS I 1 TYPE 3 8, 9, 24, 25, 26, 27 16 2 1 TYPE 2 1 TYPE 3 15, 16, 17, 18, 19, 20, 21, 22, 23 26 3 1 TYPE 3 7, 10, 11, 12, 13, 14 15 4 1TYPE 3 1,2,3,4,5,6 16 CURVE RADIUS I LENGTH DELTA Cl 627.50' 138.91' 12'41'02" C2 682.50' 151.09' 12'41'02" C3 375.00' 90.00' 13'45'04" C4 325.000 103.00' 18'09'31" C5 270.00' 130.00' 2735'13" C6 270.00' 113.30' 24'0232" C7 270.00' 16.70' 03'32'41" C8 350.00' 110.92' 18 09'31" C9 245.00' 117.96' 27 35'13" CIO 25.00' 39.27' 90 00'00" C11 2587.00' 62.07' 01'22'29" C12 25.00' 4.16' 09'32'10" C13 400.00' 96.00' 13'45'04" C14 OVERALL 38.00' 68.10' 102'41'02" C15 36.00' 32.26' 51'20'31" C16 38.00' 34.05' 5120'31" C17 38.00' 34.05' 5170'31" C18 160.00' 25.73' 09'12'55" C19 286.00' 45.13' 09'02'28" C20 264.00' 41.66' 0902'28" C21 210.00' 22.63' 06'10'31" C22 164.00' 53.07' 18'32'22" C23 OVERALL 38.00' 63.79' 96'10'31" C24 36.00' 26.33' 4154'45" C25 38.00' 31.89' 48'05'16" C26 38.00' 31.89' 48'05'15" C27 16.00' 25.13' 90'00'00" C28 114.00' 18.86' 09'28'43" C29 110.00' 26.40' 13'45'04" C30 100.00' 16.27' 09'19'27" C31 110.00' 34.86' 1809'31" C32 38.00' 69.57' 104 54'11" C33 C34 150.00' 38.00' 39.02' 24.90' 14 54'11 " 37'3254" C35 C36 38.00' 38.00' 34.79' 34.79' 52'27'06" 52'27'06" C37 16.00' 8.91' 31'55'18" LINE I DIRECTION I DISTANCE L 1 S 77'24'08"W 25.00' L2 S77'24'08"W 27.50' L3 N635623"W 0.36' L4 N38'38'19"E 11.09' L5 S03*16'25"E 10.63' L6 S25'1654"E 20.20' L7 S12'16'01 "W 26.44' L8 S03'16'25"E 19.86' L9 S49'48'55"W 17.50' L10 S2534'58"W 18.00' BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: COLLECTION BOX UNITS (C.B.U.) SHALL BE AMERICAN LOCKER GROUP, INC. (PLASTIC) OR APPROVED EQUAL. CONSTRUCTION NOTES: STOPSIGN (R1-1) w/TOP MOUNT STREET NAME OSIGNS, STREET SIGNS SHALL BE PER CITY OF AUBURN STANDARD DETAILS TRAFFIC-49, TRAFFIC-50, AND TRAFFIC-51. o2 STOP BAR - 18" WIDE, WHITE, REFLECTORIZED THERMOPLASTIC, OR OTHERWISE APPROVED BY THE CITY OF AUBURN. ATE. TITLE/POSITION: d"0±t rVl1 ^ G f V e . PROJECT REF. FAC 02-0024 /• st •z. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. QmAa6en== Date Approved: 19 •s z N e o v 2 Z Q z m� mwz Q� Q� U CJ LS >__ �, > CL LLJ W m 5 m �o �o N ^ i-1 521 I:\LAKELAND-SO\27635\WORK\PLTSHTS\27635ESMT.dwg Mon Oct 28 00:21:17 2002 GLJ `l I: \LAKELAND- SO \2 7635 \WORK \PL TSH TS \2 7635MAIL. DWG XREF's - �.il b � I-)-rzzo ^n r C7 n m: co ppz� m � o n—rni cmr, r;�Ro c cnz�szc�n' O ``7 C-) m m �cn-ncn m�N� rn zZ°0� �o,�OcN z an Z�r�'m O b co G ry� V O rn Fri cmj na Cn z �C-,c5 �z� �Ez71 b Z �mz rl Z ii c4 m crnn rn 0 SOD Q —i CD� CL rn b ma zQ o mrn rrl • � n a o o �� Ln t z z � o m N .......... e- r .hr r u 'i t r !$ n { F m .. . . . ........ k 2 REVISED PER CITY OF AUBURN AND CITY OF BONNEY LAKE COMMENTS 10128102 G. J. 1 REVISED PER CITY OF AUBURN AND CITY OF BONNEY LAKE COMMENTS 1019102 G.J.' 3CMNED ROY 0 2 2M2. P f �14 A 167/ e6 C. ZELKOVA SERRATA 'VILLAGE GREEN' / SAWLEAF ZELKOVA PRUNUS X YEDOENSIS 'AKEBONO' / AKEBONO CHERRY - - PERENIA -- -- � _� . , ,:.. .::.;- ='-y .o:..•.•• ARCTOSTAPHYLOS UVA-URSI / GISTUS X HYBRIDUS / � I KINNIGK NNICK PURPLE ROCKROS o , o" l :•;� y `� ® - - VIBURNUM PLICATUM TOMENTOSUM l DOUBLEFILE VIBURNUM"-- . ERICARNEA H CA H---- / T , . ` \ ... FRAXINUS OXYCARPA 'RAYWOOD' G • ,' . •RAYWOOD .! ASH e 251 OC WITH LAWN BENEATH -Ian Street Tree E h ib iPer Lakeland South Master , 0, EUONYMUS ALATA 'COMPACTA' / �. DWG. BURNING 5USP10 GzAULTHERIA SHALLON / SALAL MATCH LINE - SEE SHEET Lml West Landscape Plan SCALE. 1 "= 30'-0" 0 15' 30' 60' RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE POSITION: CONFIRMED BY CITY: DATE: Project Ref: THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MIMIMUM LANDSCAPEING REQUIREMENTS Approved By: c'u-l'— Date Approved: (0'A0'' 07* BRADLEY DESIGN GROUP Landscape Architecture Site Planning 4330 N. Lexington Street Tacoma, WA 90401 Office: 2S3156.1c30(o ka tH een e bra d tree.com Lu""bradtree.com �d A � Q STATE OF �mmm U) 1 U � w � REVISION No. Date By 1 10/26 /02 K51R I NJ NY 1" = 30'-0" °i'•'9me, KBR Sheet No. - L�2LT �z V; DreRr P.M. KBR of 4 Bheet6 Dete 10126/m2 •AUBURN REVIEW 03 Project No. 0211 aa=a 1=1 1671 o R \ ERICA CA"A / HE THEIR , RHODODENDRON 'UNIQU ' UNIQUE RHODODE DRON EUO ALATA 'CO?` IPACTA' / DWF. INCH BUSH , NIGRA / AUSTRIAN PINE , A ELIA ANDIFLORA 'FRANCIS MAS F.M ABEL 1 PR U US L OCERASUS 'OTTO 1 U-T-KEN' OTT LUY LAUREL HYDRANCaEA (C UERCI OAK LEAF HYD`RANG RHODODE DRON 'P V�� b PJM RHOD DENDRC - d I I I \ '—RHODODENDRON 'UNIQUE' / UNIQUE RHODODENDRON \--ARCTOSTAPPYLO5 'UVA URSI' / KINNICKINNICK PERENNIALS PROJECT ENTRY & MONUMENT AREA 1 PINUS MU00 PUMILI MUGHO PINE EVERGREEN WAY PLANTING STRIP Mr.1 RHODODENDRON 'UNIQUE' / — UNIQUE RHODODENDRON HYDRANGEA QUERCIFOLIA / OAK LEAF HYDRANGEA STYRAX JAPONICUS / JAPANESE SNOWBALL ERICA CARNEA / HEATHER PINUS MUGO PUMIL IO / DWF. MUGHO PINE NANDINA DOMESTICA 'NANA' / DWF. HEAVENLY BAMBOO ILEX CRENATA 'GREEN ISLAND' / G. I. JAPANESE HOLLY OSMANTHUS DELEVAYII TYPICAL FRONT YARD PLANTINGS o , ABELIA GRANDIFLORA 'FRANCIS MASON' / F.M. ABELIA EUONYMUS ALATA 'COMPACTA' / DWF. BURNING BUSH - G LTHERIA S1-IALLON / SALAL 67TH STREET PLANTINGS #7 ABELIA GRANDIFLORA 'FRANCIS MASON' /. F. M. ABELIA RHODODENDRON 'PJM' / PJM RHODODENDRON SPIRAEA NIPPONICA TOSAENSIS 'SNOWMOUND' / S. SPIRAEA VIBURNUM TNUS 'SPRING BOQUET' / LAURUST INUS ERICA CINERA / HEATHER BETULUS PAPYRIMRA / PAPER BIRCH 9 5-, 0 15 31W 60' TYPICAL BACKYARD PLANTINGS N VIBURNUM PLICATUM TOMENTOSUM / DOUBLEFILE VIBURNUM SRADLEY DESION CROUP Landscape Architecture Site Planning 4330 N. Lexington Street Tacoma, UJA 98401 Office: 253.15(ole0b ka thleene bra cdtree.com www.bradtree.com ad 6 Z STATE OF Bradley Reader CerUtIcate No. 576 1! z � o II � :3 z ERICA CARNEA / HEATHER q) 67TH STREET PLANTINGS #2 '�> � RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE POSITION: CONFIRMED BY CITY: DATE: Project Ref: THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MIMIMUM LANDSCAPEING REQUIREMENTS Approved By: 5k-K-.- Date Approved: l0'340Z W REVISION No. Date by 1 10/26 /m2 K15R 5-L, 1" = 10'-0" °s1emer KBR Sheet of 4 No. — Sheets o.enw LT PM.KBR 1 `Tm/26 /m2 •AUBURN REVIEW 03 PrQJdWt No. 0211 5 PLANT SC REDUCE TREES SHRUBS PERENNIALS PLANTING REQUIREMENTS: GENERAL NOTES: 5'-6' HEIGHT 1545 1. Coordinate work with other trades as required. 11. Minimum tree sizes upon installation shall be based on dimensions specified in plant schedule. 2" CAL 545 2. Locate all underground utilities prior to commencing work to avoid damage to Caliper dimensions for deciduous trees are measured at 6 inches above the ground for trees buried pipes and cables. that are grown on their own roots (not grafted). The measurement for grafted trees is taken 2" CAL. 545 3. Provide protection for all property, persons, work in progress, structures, utilities, 6 inches above the graft. walls, curbs and paved surfaces from potential damage arising from this work. 12. Plant trees, shrubs and groundcover as shown in the planting details. Roughly scarify sides The Landscape Contractor shall pay for any such damage at no additional cost to of the planting pits. Install plant material high enough above finish grade to allow 2" CAL 545 the Owner. Unfinished and completed work shall be protected from erosion or for settlement and bark mulch. Water plant pits throughly midway through backfilling and trespassing, and proper safeguards shall be erected to protect the Public from injury add fertilizer tablets. Balled and burlapped material that cannot be installed immediately 2" GAL 545 or danger. shall be heeled in, mulched and watered regularly to keep root balls moist. 4. Landscape Contractor will verify site conditions for grade, shape and layout prior 13. Seeded or Sodded Lawn Areas: Lawn installation shall occur upon completion of finish grading, to starting work. Notify Owner of modifications prior to construction. planting and mulch installation. Seeding or sodding to occur only when the soil conditions 2" GAL. 545 5. Landscape Contractor shall maintain all landscape areas until final approval and are dry and free of surface water. Carefully water lawn areas after installation. acceptance by the Owner. 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 Lily Miller'Royal Green' optimum 2" CAL. B4B PLANTING NOTES: soil supplement (19-3-16) and (12-4-8) controlled release granular form with 50% nitrogen from OF installation. Rate of fertilization per acre shall be determined by soil testing. 2" GAL 545 1. Verify bedlines and plant layout with Landscape Architect prior to commencing work. Seeded Lawn Areas: Seed shall consist of 40% Creeping Red Fescue, 20% Kentucky Bluegrass, 2. Verify that site conditions are acceptable prior to beginning work. Do not o 0 10 /° Velvet Bentgrass, & 30 /0 Penfine Ryegrass applied at a rate of 10 Ibs per 1000 square feet. install any site elements or plant material until unsatisfactory conditions are Apply Lily Miller Royal Green optimum soil supplement (19-3-16) and (12-4-8) controlled release 2" GAL. 545 corrected. When conditions detrimental to plant growth/constructed elements are granular form with 50% nitrogen from OF installation. Rate of fertilization per acre shall be encountered, immediately notify the Owner. 3. Substitutions or changes in materials and placement shall be made only after determined by soil testing. Promptly re -seed any areas which do not germinate within 14 days of planting. written change orders are accepted by the Owner, �, C ,rf R,4Jm & pmeT."47.14. Provide landscape maintenance immediately after planting and continue until final 4. Protect existing tress to remain and plant material located on adjacent property acceptance. Work shall include watering, spraying, fertilizing, pruning, resetting of plants, prior to commencing work. Place fencing material at dripline of trees and shrubs. restoring eroded areas, adjustments to staking and removal of weeds/debris as required See Existing Tree &Vegetation Protection Detail. for healthy plant growth. 5. Planting soil for trees, shrubs, groundcoverand lawn areas shall be Pacific Topsoils 15. Inspection And Acceptance: The Owner will make an inspection for Substantial Completion T -W A=11 r v of the work upon request by the Contractor. 5'-6' HEIGHT 545/Copt. 6. Clean nd reI rock ,roots and debris over 2 inches in diameterDdn 16. Replacement of Plantings: Remove any plant from site that is either dead or in six inch (6") depth of Topsoil Mix over proposed lawn areas and (8") deoposed unsatisfactory condition as determined by the Owner or Landscape Architect. Replace with ground cover beds. Finish grades should be six inches (6") minimum bng a new planting of equal size and species as soon as conditions permit within the normal io'-'T HEIGHT B4B/Cont. finish floor elevation (adjacent r to building slabs). Finish grades shouldch planting season. All replacement plantings are them to be under re -instated guarantee period (1 ") below finish paving surface in adjacent lawn areas as specified. Identify those replacements and take whatever measures necessary to prevent and 2 inches in shrub areas. Prepared soil depth shall be a minimum dinches6'-I' HEIGHT B4B/Cont. similar demise of additonalplant material. (6") in all planting beds and lawn areas. Retain positive drainage, maxilope,away from all trees and buildings. Warranty: HEIGHT B4B/Cons.s b a mxove n This Warranty shall include replacing and planting the same size and species See planting details for depth and staking requirements. Vt1l pt'' of plant material, as shown on the Landscape Plan and that has been designated, by Fertilize all installed plants during backfill operations with 4-2-2 Agro Transplanter A, the Landscape Architect, to be replaced. Except for loss due to excessively severe / as recommended by manufacturer. Topdress shrub/groundcover beds (prior to mulch climatological conditions (20 year weather charts), installed plant materials are required application) with Newlife (or approved equal) 10-20-20 at the rate of 2lbs. per 1000 to be guaranteed for one year from date of acceptance against defects and unsatisfactory square feet. growth, except for cases of neglect or abuse by the Owners or others. All plants replaced O250 ABELIA GRANDIFLORA 'FRANCIS MASON' / F. 1" I. ABELIA 5 GAL. CONTAINER FULL FOLIAGE, 30" O.C. 9. Mulch all planted areas with a minimum 2 inch h (1 depth of approved fir bark shall be re -instated underthese plant guaranty conditions. (9—'mulch'. Finish grade of mulch shall be one inch 1 ") below top of adjacent hard surface. -I CISTUS X HYBRIDUS / PURPLE ROCKROSE 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. 10. All plant material to be nursery grown stock and arrive on -site in a healthy, vigorous, nA 33 EUONYMUS ALATA 'COMPACTA' / DWARF BURNING BUSH 5 GAL. CONTAINER FULL FOLIAGE, 42" O.G. well branched, disease and insect free condition. (D- 89 HYDRANGEA QUERCIFOLIA / OAK LEAF HYDRANGEA 2 GAL. CONTAINER FULL FOLIAGE, 30" 0.( 0 3ro-1 ILEX CRENATA 'GREEN ISLAND' / G. I. JAPANESE HOLLY 2 GAL. CONTAINER FULL FOLIAGE, 30" O.0 b 310 NANDINA DOMESTICA 'NANA' / DWF. HEAVENLY BAMBOO 2 GAL. CONTAINER FULL FOLIAGE, 30" 0.( kzsja 165 OSMANTHUS DELVAYII / OSMANTHUS DELVAYII 5 GAL. CONTAINER FULL FOLIAGE, 42" O.0 12 PHORMIUM TENAX / NEW ZEALAND FLAX 5 GAL. CONTAINER FULL FOLIAGE, 42" O.0 420 PINUS MUGO PUMILIO / DWF. MUGHO PINE 2 GAL. CONTAINER FULL FOLIAGE, 36" O.0 Q15 PRUNUS LAUROCERASUS 'OTTO LUYKEN' / OTTO LUYKEN LAUREL 2 GAL. CONTAINER FULL FOLIAGE, 3(o" O.0 4 R 2i2 RHODODENDRON 'UNIQUE' / UNIQUE RHODODENDRON 2 GAL. CONTAINER FULL FOLIAGE, 38" O.0 �✓ 154 RHODODENDRON 'PJM' / PJM RHODODENDRON 2 GAL. CONTAINER FULL FOLIAGE, 36" D.0 I&cJ 5PIRAEA NIPPONICA T05AEN516 'SNOWMOUND' / 5. 5PIRAEA 2 GAL. CONTAINER FULL FOLIAGE, 30" O.0 • 29 VIBURNUM PLICATUM TOMENTOSUM / DOUBLEFILE VIBURNUM 5 GAL. CONTAINER FULL FOLIAGE, 42" O.0 (8P) 289 VIBURNUM TINU5 'SPRING BOQUET' / LAURUSTINUS 5 GAL. CONTAINER FULL FOLIAGE, 42" O.0 GROUND COVER QTY. B OTAN I CAL NAME / COMMON NAME DECIDUOUS )25 ACER CIRCINATUM / VINE MAPLE 28 BETULUS PAPYRIFERA / PAPER BIRCH 54 CORNUS KOUSA CHINENSIS / CHINESE KOUSA DOGWOOD 21 FRAXINUS AMERICANA 'JUNGINGER' / AUTUMN PURPLE ASH 38 FRAXINUS OXYCARPA 'RAYWOOD' / RAYWOOD ASH 3 t'IALUS 'SNOWDRIFT' / SNOWDRIFT CRABAPPLE 52 PRUNUS X YEDOENSIS 'AKEBONO' / AKEBONO CHERRY 28 STYRAX JAPONICUS / JAPANESE SNOWBELL 43 ZELKOVA SERRATA 'VILLAGE GREEN' / SAWLEAF ZELKOVA CONIFERS 12 CUPRESSOCYPARI5 LEYLANDII / LEYLANDII CYPRESS 44 PINUS CONTORTA / SHORE PINE 12 PINUS NIGRA / AUSATRIAN PINE 39 THUJA PL ICATA 'HOGAN' / HOGAN WESTERN RED CEDAR 0 o AGAPANTHUS VARIETY / LILY OF THE NILE 1 GAL. CONTAINER 24" O.C. HELLEBORUS ORIENTALIS / HELLEBORE I GAL. CONTAINER 24" D.G. RECORD DRAWING CERTIFICATION THESE DRAWING5 CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE POSITION: CONFIRMED BY CITY: DATE: ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK I GAL. CONTAINER 36" O.C. ERICA CARNEA / HEATHER 1 GAL. CONTAINER 36" O.C. GAULTHERIA SHALLON / SALAL 1 GAL. CONTAINER 30" O.G. SOD LAWN 2-3 MAN PLACEMENT ROCK - LYNCH CREEK OR APPROVED EQUAL, BURY 1/3 IN GRADE TO CREATE NATURALIZED AFFECT. PEDESTRIAN SCALE FIXTURE MOUNTED ON 12' DECORATIVE POLE - LOCATE AS SHOWN ON PLAN. ADJUST TREE PLANTING LOCATIONS IN FIELD TO ACCOMMODATE FIXTURE LOCATION AND OPTIMIZE LUMINESCENCE. Project Ref: THIS PLAN SHEET REFLECTS THE CITY OF AU5URN'5 MIMIMUM LANDSCAPEING REQUIREMENTS Approved By: sdiet �- Date Approved: 10.30•07- 2" LAYER BARK MULCH, FEATHER AWAY FROM TRUNK MOUND SOIL TO FORM BASIN 6" ABOVE GRADE _ - FERTILIZER TABLETS Quaritit—III— Per Manufacturer's Recommended Application Rates 3-WAY BACKFILL MIX CUT AND REMOVE BURLAP FROM TOP 1/2 OF BALL. REMOVE ALL TREATED 12" GREATER THAN OR NON BIO-DEGRADABLE MATERIAL. ROOT BALL WIDTH Conifer Tree Planting Detail - (Not To Scale) 0 V C -� 1-I—AMMENDED PLANTING SOIL Q\q� �'��&A PROVIDE 3" CLEARANCE \�1-TV -. BETWEEN ROOT BALL AND EDGE OF PLANTING PIT. O 0 SIDIU TTA O O -III III FERTILIZER TABLETS TABLETS USE KNIFE OR SHARP BLADE Quantity Per ManuFacturer's TO GUT THROUGH BOTTOM Recommended Application Rates HALF OF ROOT BALL. BUTTERFLY 0-0-0 ROOTBALL TO BRING THE ROOT SYSTEM CLOSER TO THE SURFACE. Groundcover Planting Detail_ (Not To Scale) I GAL. OR 4" POTTED PLANT MATERIAL 4,0��MOUND SOIL TO FORM iO O� I BASIN 3" ABOVE GRADE. 9 LOCATE TIE 5' MIN. 9 ABOVE FINISH GRADE �o < O TREE WRAP (Remove After 1-Year) LOCATE TIE HALFWAY BETWEEN GROUND AND UPPER TIE FERTILIZER TABLETS Quantity Per Manufacturer's Recommended Application Rates Tree Planting Detail (Not To Scale) FERTILIZER TABLETS Quantity Per Manufacturer's Recommended Application Rates TREE SECURED TO STAKE WITH WONDER TREE � t 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. — lxl WOOD STAKE DRIVEN AT EDGE OF ROOT BALL TO A DEPTH OF 3'-0" INTO UNDISTRUBED SOIL- 2" LAYER BARK MULCH (Avoid Mounding Against Trunk) MOUND SOIL TO FORM BASIN 6" ABOVE GRADE / -.-- 3-WAY TOPSOIL 4 BACKFILL MIX _i CUT AND REMOVE BURLAP FROM TOP 1/2 OF i ( BALL. RV'10VE CONTAINER t CENTER ROOT I ( BALL IN TREE PIT* 12" GREATER THAN ROOT BALL WIDTH REMOVE ALL TREATED OR NON 510-DEGRADABLE MATERIALS 2" LAYER BARK MULCH FEATHER AWAY FROM TRUNK MOUND SOIL TO FORM 4" HIGH BASIN—i —' ''I-3-WAY MIX PROVIDE 6" CLEARANCE J BACKFILL MIX BETWEEN ROOT BALL AND EDGE OF PLANTING PIT. CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL OR COMPLETELY REMOVECONTAINER L III 1- SLOPE CONDITIONS • REMOVE ALL TREATED OR NONBIO-DEGRADABLE MATERIALS Shrub Planting Detail - (Not To Scale) 0%0 5RADLEY DESIGN GROUP Landscape Architecture Site Planning • • 4330 N. Lexington Street Tacoma, WA 98407 Office: 2 53.156.-19m6 ka thleenebra dtree.ccm www.bradtree.com �q A STATE OF, ]z W II >= �l W � W REVISION No. Date 1 lm/26102 By KRR 5�a�e AS SHOWN DMTSg KBR Sheet of 4 No. — 4 Sheets prertar LT PM. KBR Deter /m2 10/2 ro Phas0 AUBURN REVIEW 03 Projw-t No. 0211 �100-* ­2 4. 1 V �V2 I(P �+h o ;L 01671