Loading...
HomeMy WebLinkAbout02D1657GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. A PARCEL OF LAND LOCATED WITHIN THE SOUTHEAST QUARTER OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST OF THE WILLAMETTE, PIERCE COUNTY, WASHINGTON, AND MORE SPECIFICALLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 6; THENCE SOUTH 01'43'16" WEST, ALONG THE EAST LINE THEREOF 1,590.56 FEET TO THE CENTERLINE OF LAKE TAPPS PARKWAY EAST; THENCE SOUTH 59'01'12" WEST, ALONG SAID CENTERLINE, 605.29 FEET; THENCE SOUTH 30°58'48" EAST 50.00 FEET TO THE SOUTHERLY MARGIN OF SAID PARKWAY AND THE POINT OF BEGINNING; THENCE NORTH 59'01'12" EAST, ALONG SAID MARGIN, 275.62 FEET; THENCE NORTH 88'45'12" EAST 47.17 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 695.00 FEET, AND TO WHICH POINT A RADIAL BEARS NORTH 54'55'29" EAST; THENCE CLOCKWISE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL.eI LE OF 36'47'29" A DISTANCE OF 446.28 FEET; THENCE SOUTH 01'42'58" WEST 428. FEET; THENCE SOUTH 62'38'44" WEST 267.03 FEET, THENCE NORTH 55'59'39" NEST 87.51 FEET; THENCE NORTH 84°13'22" NEST 110.47 FEET; THENCE NORTH 88'02'50* WEST 121.37 FEET, THENCE NORTH 27'21'160 WEST 638.47 FEET TO THE SOUTHERLY MARGIN OF THE AFOREMENTIONED LAKE TAPPS PARKWAY EAST AND A POINT ON A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 2050.00 FEET AND TO WHICH POINT A RADIAL BEARS SOUTH 1731'45" EAST, THENCE COUNTERCLOCKWISE AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 13 27'03", A DISTANCE OF 481.26 FEET TO THE POINT OF BEGINNING. PROPOSED SIDEWALK PROPOSED CONCRETE U Q TYPE II CATCH BASIN ❑ ■ CATCH BASIN O 0 SANITARY SEWER MANHOLE 0 0 ROOF DRAIN CLEAN OUT + ►P CROSS OD ►iI TEE HORIZONTAL BEND IV If AIR RELEASE VALVE T BLOW OFF Ak FIRE HYDRANT �Q H GATE VALVE ® WATER METER D ► REDUCER ® 0 MONUMENT O ♦ PROPERTY CORNER ORNAMENTAL SITE LIGHT 0­0 SI TE LIGHT ® MAIL BOX iu CK JUNCTION BOX oG/P •(;/P GUARD POST X " WATER CONSTRUCTION NOTE OX STORM CONSTRUCTION NOTE 0G.D.E.S.C. CONSTRUCTION NOTE 0 � CROSSING CONSTRUCTION NOTE lei CONSTRUCTION ENTRANCE PER CITY �.. OF AUBURN STD. DETAIL DEV - 5 FILTER FABRIC FENCE PER CITY OF AUBURN STD. DETAIL DEV - 6 --- WO IDS TEMPORARY INTERCEPTOR SWALE PER CITY OF AUBURN STD. DETAIL DEV - 9 r OCHECK DAM PER CITY OF AUBURN STD DETAIL DEV - 9 ® STRAW BALE BARRIER PROPOSED FINISH GRADE CONTOUR - -- - -73- -- -- EXISTING GRADE CONTOUR 574.W TEMPORARY SWALE SPOT ELEVATION RR TYP RIP RAP (6" - 8" QUARRY SPALLS) CATCH BASIN INLET PROTECTION - PROTECTION DURING GRADING SHALL IP TYP BE PER CITY OF AUBURN STD. DETAIL DEV - 7. PROTECTION AFTER PAVING SHALL BE PER CITY OF AUBURN STD. DETAIL DEV - 8. ---c -----c --- CUT DAYLIGHT LINE -F -----F --- FILL DAYLIGHT LINE OWNER/DEVELOPER. EVERGREEN TUCCI PARTNERS, LLC 1302 8 PUYALLUP STREET SUMNER, WASHINGTON 98399 CIVIL EYINEER/SURVEYOR- APEX ENGINEERING PLLC 2601 SOUTH 35TH STREET, SUITE 200 TACOMA, WASHINGTON 98109 PHONE (253) 473-4494 FAX (253) 473-0599 EARTHWORK- CUT FILL NET 14,0741 CY 17,289t CY 3,215t CY FILL NOTE. THE ABOVE QUANTITIES ARE ESTIMATES ONLY AND ARE INTENDED FOR PERMITTING PROCESSES ONLY. DO NOT USE FOR BIDDING PURPOSES. THE QUANTITIES REPRESENT THE DIFFERENCE BETWEEN THE PREVIOUSLY PERMITTED AREA 19 GRADING AND THE GRADING SHOWN HEREON. THE QUANTITIES DO NOT HAVE STRIPPING, CUT, OR FILL ADJUSTMENT FACTORS APPLIED TO THEM AND WILL VARY DEPENDING ON THE SOIL CONDITIONS. LAKELAND TOWN CENTER COVER SHEET A PORTION OF THE S.E. 114 OF SECTION 6, AND THE N.E.114 OF SECTION 7, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON OWNER/DEVELOPER. TARRAGON DEVELOPMENT COMPANY 1415 WESTERN AVE., SUITE 505 SEATTLE, WASHINGTON 98101 AFlQ4rrECT.- FULLER SEARS ARCHITECTS 1411 FOURTH AVE., SUITE 1306 SEATTLE, WASHINGTON 98101 PHONE (206) 682-6170 FAX (206) 682-6480 IMPERVIOUS AREA: SQ. FT. ACRES 494,398t 11.31 AREA - 124f ACRES ADDRESS - INTERSECTION OF LAKELAND HILLS WAY & LAKE TAPPS PARKWAY PARCEL NO. 052006-4-007, 4-018 052007-1-001 ADDITIONAL AREA TO BE CLEARED: 0# ACRES '¢� `"tlh"�m, �� 77 ���..�� � �^ �•.!_ ..1�1.41�.-.!N!'-'�.`A� S�._�CIG �r 1�..!STL. ',G�-..�..-. -.. LADE TAPPS PARMAY -EAST--- RETAIL GROCERY WORK AREA LIMITS. WOW MTHIN TM AREA IS LVOER SEPARATE PLAN Si1R#MTTAL fth, -CONSTRUCTION SEQUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424-5555). 2. HOLD PRECONSTRUCTION CONFERENCE WITH CITY OF AUBURN. 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENTIFIED ON SHEET 6 AND BY THE G.D.E.S.C. CONSTRUCTION SEQUENCE ON SHEET 6. 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. HAD ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN UNWORKED. 13. PAVE SITE. 14. VERIFY STABILIZATION OF SITE. 15. CALL CITY OF AUBURN FOR SITE INSPECTION. SE CORNER SECTION 6 N 700847.7894 E 1216095.1750 TOPOGRAPHY NOTE: CONTOURS SHOWN W NIN THE LAKE TAPPS PARKWAY CORRIDOR REPRESENT FINISH GRADE PER ESM GRADING DESIGN. EXfSIWG CONTOURS OUTSIDE OF THE LAKE TAPPS PARKWAY COMOR REPRESENT AREA 19 MASS GRADING PLAN. DATUM (NC)VDVERT)- NAD27 (CITY OF AUBURN) BENCHMARK: BRASS MON. AT SE CORNER OF B.N.R.R. BRIDGE SPANNING THE STUCK (WHITE) RIVER (REFERRED TO UNDER PIERCE COUNTY DATUM AS B.M. 0-11 (USGS) STD. DISK STAMPED "100 1913" ELEVATION = 100.42 (CITY OF AUBURN) I ° =1 1/16TH CORNER N 702203.3379 E 1216135.6296 --------------- - - - - SHEET S INDEX: i _ ' 1) COVER SHEET 2) HORIZONTAL CONTROL PLAN AND DETAILS - NORTH f 3) HORIZONTAL CONTROL. PLAN AND DETAILS - SOUTH ' 4) HORIZONTAL CONTROL ISLAND DETAILS 3 i 5) HORIZONTAL CONTROL ISLAND DETAILS I 6) T.E.S.C. PLAN 7) STORM POND AND X-SECTIONS 8) POND 00 TFALL 9) T.E.S.C. NOTES AND DETAILS 10) T.E.S.C. POND NOTES AND DETAILS 11) GRADING PLAN - NORTH 12) GRADING PLAN - SOUTH 13) BUILDING D-E-F GRADING AND DRAINAGE !� 14) STORM DRAINAGE PLAN - NORTH 15) STORM DRAINAGE PLAN - SOUTH r( 16) STORM DRAINAGE PROFILES 17) STORM DRAINAGE PROFILES 18) STORM DRAINAGE NOTES AND DETAILS 19) SANITARY SEWER AND WATER PLAN - NORTH 20) SANITARY SEWER AND WATER PLAN - SOUTH 21) SANITARY SEWER PROFILES 22) SANITARY SEWER AND WATER NOTES AND DETAILS 23) UTILITY EASEMENT PLAN 24) COMPOSITE UTILITY PLAN P1) SANITARY SEWER PUMP STATION SITE PLAN P2) PUMP STATION DETAIL (SMITH and LOVELESS) P3) LIFT STATION CONTROL CIRCUITS (S&B SYSTEM SPECIALISTS) P4) LIFT STATION POWER ONE - LINE (S&B SYSTEM SPECIALISTS) LIA) IRRIGATION PLAN - AREA "A" L1.2) IRRIGATION PLAN - AREA "B" L1.3) IRRIGATION PLAN - AREA "C" L 1. 4) IRRIGATION PLAN - AREA V Li.5) IRRIGATION DETAILS and SCHEDULE L2.1) PLANTING PLAN - AREA "A" L2.2) PLANTING PLAN - AREA "8° L2.3) PLANTING PLAN - AREA V L2.4) PLANTING PLAN - AREA "D" L2.5) PLANTING DETAILS and SCHEDULE ONE -CALL NOTE= #1-800-424--5555 BURIED U77LI71ES ARE 5W N AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED NV THE FIELD. APEX ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO Tom` DE-". 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 CITY NGI DATE ALGONA z PACIFIC ELLINGSON RD AUBURN ° o w a KNVG COIAVTY s� O y� � 3RD AVE SE o� ST y L E LAKE F5 'p °° __-- - KING COUIV �' �; EVE (SEEN o a WAY SE � I C couN --------------------- Lai Z-3�� w v; w ly } < >oo n sF SS SE r r 2nid _ + ST. S.E. 0-nd O A R T E q` �0t C LO .� o. /MNER TAPPS , HWl' E. LAKE TAPPS ©� ARKWAY N E m o� MWECTr AREA VICINITY MAP SCALE 1 = 1 /4 MILE ORAL CONSTRUCTION NOTES- 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING, CONSTRUC M, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. (CONTINUED ON SHEET 18) NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRALTO/R'�S CONSTRUCTION RECORDS l,�✓ �. BY: DATE: Z- Q TITLE/POSITION: Jf�ly�✓ CONFIRMED BY CITY DA TE: NOTE: THIS PLAN SET IS FOR DESIGN AND CONSTRUCTION OF THE PARKING, PAVING, AND UTILITY INFRASTRUCTURE TO SERVICE THIS SITE UTILITY STUBS & SERVICES SHOWN ARE APPROXIMATE AND MAY REQUIRE ADJUSTMENT DEPENDANT UPON INDIVIDUAL PAD SITE USE. REFER TO ARCHITECTURAL, MECHANICAL, STRUCTURAL, AND LANDSCAPING PLAN SETS FOR ADDITIONAL INFORMATION. ADDITIONAL GRADING AND DRAINAGE FOR BUILDING PAD AREAS "A", "B", "C", "G", AND "H" UNDER SEPARATE PLAN SUBMITTALS. CONTRACTOR TO COORDINATE AND VERIFY BUILDING FOUNDATIONS/FOOTPRINTS, SIDEWALKS, PLANTING AREAS, AND UTILITY SERVICE CONNECTIONS, ETC. PRIOR TO CONSTRUCTION. PROJECT REF: FAC 00-0033 S Z -/o / THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 04mmo S -eJJ(o Date oved: :1_zA-l1_24 CC co LW 1-- _ ZZ w� UW zap J of I w Q 0 Z3 aa: .J a W a -se a- `� a ,J Y El W L_j r DATE SEALED Q EXPIRES 11-07- 01, QIG►D Ek0903= 1-31- PROJOM MMrI (ZR WAKEFO_D DEWN k V GL J DRAWN a_ L QLJ, CHECKED W_ SEC 6, 7 T 20 N- R 5 E FILE NO 1: \LAKELAND-SO\26672 DATE 9-05-00 SCALE r-VO' SHEET i OF24 „-lam- NO2ss�2 LAKELAND-SO on OX,D-,465 7 I:\LAKELAND-50\26672\work\PLTSHTS\26672HOH2-3.dwg Mon May 21 11:06:24 2001 M. Weber I: \LAKEL AND- SO \266 72 \WORK \PL TSH TS\26672HOR2- 3 YP;7P'e - ')RR79 99F79HdT 7FF77WPV F715-dWV CITFd d .1. W rrl r rn a o N � <IE � z n �yZ)> b Cl) (/) o rri rn rn o Q7Q`� M �m rn � rn �o C4 4 �� � z a 841LOO 1 ti.....r.r, + , gC > a Cooa u v, Q n, CTrler n?. .. r rart �t y II II II � II ot II � ,� Q t O V 0 g CA r cW6� g CA C? .. ( i�.. J v r Gaa1l D N QOA o -- -- 82+a0 LAKELAND H LLS NAY I + 57.15' a�+ 69.85- 8 S35'10'20„E E'2010o S35I ' --------'------------------ -,,` i 8 M, „ ^ 0 o > It z 46 M O >fy' r t LAKELAND TOWN CENTER HORIZONTAL CONTROL PLAN GRAPHIC SCALE A PORTION OF THE S.E. 1/4 OF SECTION 6, AND THE N.E.1/4 OF SECTION 7, a o zo a ao TOWNSHIP 20 NORTH, RANGE 5 EAST; W.M., CRY OF AlmFK PIERCE COUNTY, WASHINGTON ( IN FEET ) 1 inch = 40 ft. A"70wLW L CD N 09 X 17 1 CU CU CD LO L-� J CZ L O C"i co cD cv d U7 I Z Q J W Y Q J HEAVY DUTY PAVEMENT SECTION N. T. S. LIGHT DUTY PAVEMENT SECTION RECORD DRAWING CERTIFICATION PROJECT REF: FAc 0-0033 THESE DRANINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH BY: THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS, DA TE: TITLE/POSITION: Approved By.'Mn CONFIRMED BY CITY DATE: Date Approved: Si2S1D/ 5-V •ot EXPIRES] 11-07-07, rv.i vi � 0 0 � N I;- LO 5 Cil 0] J m J Q aZ az o0 U i.3 v O C Q U C� N D2 D 7 Twl 3' 0 GUTTER 2' 0 OUTSIDE FACE OF CURB 1.5' 0 INSIDE FACE OF CURB 5' 0 GUTTER 4' 0 OUTSIDE FACE OF CURB 3.5' 0 INSIDE FACE OF CURB GRAPHIC SCALE 10 0 5 10 20 IN FEET 1 inch = 10 f t TYPICAL 4* SOLID WHITE PARKING STALL PAINT STRIPING 19' 19, 2' 17' 17' 17' *__lLANI)SCAPING,,___.,0 31r 3r �o TOW& 40 XW WHITE P*VM Ski. PMT SAW84 .TYPICAL LIM 19, 2' 0 OUTSIDE FACE OF CURB 8 0 CURB I-3T 0 INSIDE FACE OF CUR,9\ 12', 17 io "L' C-4 2' 17' 17' 19, 1910) TYPICAL 0" RADII 4' @OUTSIDE FACE OF CURB 3.33' 0 INSIDE FACE OF CURB If 1- 4' 301 41 io "Cc *_-I I LANDSCAPING,,,. 4) V qD C-4 IN 17' Ji 2# 10 f 19' If TYPICAL ISLAND RADII 2' o OUTSIDE FACE OF cu ---- -- 1.33' 0 INSIDE FACE OF CURBTYPICAL41 PARKING STALL PAINT S7NM 4! * OUTSIDE FACE OF aM 133V 0 INSIDE FACE OF CURB @ I. 4,' ol w—LANDSCAPING LANDSCAPM CM CUT VA LLEY GUTTER 19, 19, TYPICAL 4' SOLID WHITE 2' 0 OUME FACE OF CURB PARKING STALL PAINT STRFM 1.33* 0 MIDE FACE OF aM 4' 0 OUTSIDE FACE OF 3.33' 0 INSIDE FACE OF TYPICAL 4' SOLID W41TE TYPICAL ISLAND RADII 4' 0 OUTSIDE FACE OF CURB 133' 0 INSIDE FACE OF CURB TYPICAL 4" SOLID WHITE 0 OVW FACE OF CURB PARKING STALL PAINT STWM I.V 0 INSIDE FACE OF CURB 3' 0 GUTTER 2' 0 OUTSIDE FACE OF CU� 1.5' 0 INSIDE FACE OF CM LAKELAND TOWN CENTER HORIZONTAL CONTROL ISLAND DETAILS A PORTION OF THE SE. 114 OF SECTION 6, AND THE N.E. 114 OF SECTION 7, TOWNSHIP 20 NORTH, RANGE 5 FAST, W M , CITY OF AUBtff( PIERCE COUNTY, WASHNNON lu wit 4' 0 0V= FACE OF CURB 19, t 0.47' .33' 9 MW FACE OF CURB log 49, TYPICAL 4' S" Off 16.53' In 2' PARKING STALL PANT SWOM 4' 1142' 10 19 1 4'119" r 7=7=77��- io KIDLANDSCAPING 4) 5 . (D,'- I82T47* ---------- C 0NCRETE ) - . 4 (1) [2 "2' 15' 12 VEWALK 15 17' 15' 17' �2' 17' i i C I TYPICAL.MANLAWL 11' 0 GUTTER 2' 0 OUTSIDE FACE OF CM 10' 0 OUTSIDE FACE OF CI 1.33' 0 INSIDE FACE OF CtW Ma V INSIDE rALt LM LAAW " /Z- 17' o Guru -- -- ------ 16' 0 OUTSIDE FACE OF CURB ---- 15.5' 0 INSIDE FACE OF CURB 51'4'45" 4.3V Q - Fz (D 7.04' 9. cffv I 6 re I L PEE OCL46 & SEENU 7 0 OUBSE FACE OF Cm 1.33' * MISIDE FACE CU10 '4 /SJM 0 12: 1. PA%BW AND SMIALK ARE RM ADA%M TO HAVCAPM & STALLS. SE PRECAST WHEEL STOPS E15 AS SHOWN. ---------- RWIN w TYPICAL 4* SOLID WHITE PARKING STALL PAINT STRIPING I)MCAL ISLA140 1 19' 2' 0 OUTSIDE FACE OF Ctft 1.33' 0 INSIDE FACE OF 2' 15' 15' as •Now T"CAL 4* IS" Oft I I Pf �(ING L - ----- 9. C 5 i cQ>D 9 IS A L Z30J 20.20' nm&ISL&Q RADII 2' 0 OUTSIDE FACE OF aft 6' 8 6' 1.3S 0 INSIDE FACE OF CURB 2' 0 OUTSIDE FACE OF CURB 1.33' 0 INSIDE FACE OF CURB Of vs TYPICAL ISLAND RADII 2' 0 ouTsioE FACE OF CURB 1.33' 0 INSIDE FACE OF CURB —1--- CX C 9' 6' 9' faQzj Ac C4 1MCAL ISLAND RADII 2' 2' 2'2' 0 OUTSIDE FACE OF CURBI 1.33' 0 INSIDE FACE OF CURB l-4 TVKAL 4' Silk" 041TE 2' 19 , /I*AS STALL PAINT STRIPIN 2 - 410 15'2' CAL ISLAND MW DJ. PIES 2' 0 OUTSIDE FACE OF CURB C 'sw my FOR 1.5' 0 INSIDE FACE OF CURB Iff PE A 12 age, 200, To som 1.96' LANOCAPIN A = 16875722' Ir ✓ 5 R ZOV C 1,7901 ✓ T = 20.69' TYPICAL 4" SOLID W41TE L 5.90' 19, ✓ PARKING STALL PAINT STRIPING 17' 2' LANDSCAPING,_. c*4* k 17' 21 TYPICAL ISLAND RAW 2' 0 OUTJK FACE OF CURB 19' 1.33' 0 MW FACE OF CURB 6' 0 OUTSIDE FACE OF aM"S 5.33' 0 INSIDE FACE Of CUM io co 4'Nz 2' 0 OUTSIDE FACE OF CURB 1.3S 0 INSIDE FACE OF CURB 6, 26' 61 00 *'_'ILANDSCAPING 2' 17' 19, 19, TYPICAL- 4*' SOW WlE PAWING STALL PANT S NOTE: PARKING STALL PAINT SHALL BE SOLID 4" WIDE WHITE PAINT MEETING W.S.D.O.T. SPECIFICATIONS. io O RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE. 71 TLE//POSI TION: CONFIRMED BY CITY DATE: TYPICAL 4' SOW MW Pmw Sri" mff SlIrm 633CRI ws 0141r'.34" 6' 0 OUTSIDE FACE OF CURB 5.33' 0 INSIDE FACE OF CURB TYPICAL 4* SOLID WHITE PARKING STALL PAINT STRIPING 6' 0 OUTSIDE FACE OF CURB 5.33' 0 INSIDE FACE OF CURB 19' TYPICAL ISLAND 2' 17' 2' 0 OUTSIDE FACE OF CURB 1.33' 0 INSIDE FACE OF CURB 1 2' FACE CURB M q3' C-4 LANDSCAPING V 17' TYPICAL 4' SOLID OW — PARKING STALL PANT S 3' 0 GUTTER 20 OUTSIDE PACE -OF _CURB 1.5' 0 INSIDE FACE OF CUM TYPICAL 4' SM MW PARKING STALL PAINT S 2' 0 OUTSIDE FACE OF CURB IJT & WK FACE OF CURB C oa vN X 0 GUTTER f *OUTSIDE FACE OF CURB 1.5' 0 INSIDE FACE OF CURB IESE PLANS ARE APPROVED FOR CONFORMANCE WITH E CITY OF AUBURN'S ENGINEERING DIVISION .-QUIREMENTS. )proved By L466w2 = . SM&—. _1_ I- L j 5-2_ 1. . i F —EXPIRESI 11-07-0y P F 0 5,0+ � of 3 (a 0;?-D 1G S 7 GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. NOTE: REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ALL TRASH ENCLOSURES, DIMENSIONS, SIZING, FENCES, SCREENING WALLS, AND ETC. PLANS PREPARED BY FULLER -SEARS ARCHITECTS. CLASS B PAVING ---\ 6" 114- RADIUS TOOLED EDGE SIDEWALK 4 112 1/2" RADIUS PAVING 12" SLOPE 6» 6" G 1'-0" B \4 NOTES: 1. PROVIDE EXPANSION JOINTS AT 25' O.C. MAX. AND AT CURVES, TANGENTS AND CORNERS. 2. BASE OF CURB TO REST ON COMPACTED FILL. 3. SACK FINISH EXPOSED SURFACES. 4. SIMILAR EXCEPT LANDSCAPING WITH NO SIDEWALK ADJACENT TO CURB. CURB AND GUTTER AT SIDEWALK N T. S Ff L c _ 4 •; v o ' 49CON REJ1 \a 4 -�" , .00- v ' LANDSCAPING CLASS B PAVING 6" 6" LAKELAND TOWN CENTER HORIZONTAL CONTROL ISLAND DETAILS A PORTION OF THE S.E. 114 OF SECTION 6, AND THE ME 114 OF SECTION 7, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., C FT'Y OF AI19URN, PENCE COUNTY, WADI /1§UaMrt�_6'WA&ME" 6" TYP 5" PRECAST CONC. WHEELSTOP WITH (1) NO.4 BAR DOWEL EA. END ASPHALT PAVING PER PLAN. 0 I 1 I I 1 I FACE OF BLDG WHERE OCCURS N. T S I I I 24" #4 REBAR ANCHOR PINS, 2 EA. I, 1 " 6 THICK CEMENT CONCRETE CLASS 3000 2' VALLEY GUTTER DETAIL N. T.S. RECORD DRAWING CERTIFICATION PROJECT REF: FAC 00-0033 TiT-07 THESE DRAMN+fGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH BY. THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. DATE: TITLE/POSITION: Approved By. L CONFIRMED BY CITY DATE: Date Approved: EXPIRES, 11-07-02, LA; L1 I N I � I � 5 5 o� a� t...i rJr O O O © O U U U Q > a � Q. U � U PP 11 sp4 !S� 0� le o-, p I Cj ; 7 GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft NOTE. POND TO BE UJIJM AS SEDIMENT POND DURING TESC OPERATION!j - CONTROL STRUCTURE SHALL JW NIOOIFJED FROM TESC OP-IrRATIOWS TO FINAL DETENTION CONTROL ONCE SITE IS STABILIZED AND PERMANENT CONVEYANCE SYSTEM IS CONSTRUCTED AND WITH APPROVAL OF CITY OF AUBURN. SEE SHEETS 7, 8, 9, AND 10 FOR POND SECTIONS AND DETAILS. 1. HOLD RE -CONSTRUCTION CONFERENCE WITH CITY OF AUBURN, (C.O.A.). 2. INSTALL CONSTRUCTION ENTRANCES AND PERIMETER FILTER FENCE. 3. PROVIDE INTERIM CATCH BASIN PROTECTION FOR ALL EXISTING DRAINAGE STRUCTURES ONSITE AND ADJACENT TO SITE. 4. MODIFY SEDIMENT POND(S) AND ASSOCIATED FACILITIES AS SHOWN HEREON AND SHEET 7. 5. INSTALL CATCH BASINS AND ASSOCIATED PIPING ALONG WITH INTERCEPTOR SWALES AND TEMPORARY CULVERTS TO DIRECT DRAINAGE TO EXISTING SEDIMENT POND(S). 6. GRADE SITE PER GRADING PLAN AS SHOWN HEREON. 7. PROVIDE CATCH BASIN INLET PROTECTION ONCE STORM SYSTEM IS CONSTRUCTED. 8. COMPLY WITH THE CITY OF AUBURN STANDARD G.D.E.S.C. CONSTRUCTION NOTES IN THE INSTALLATION AND CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. 9. GRADE (FILL) TEMPORARY SWALE AREAS AFTER STORM SYSTEM IS OPERATIONAL. 10. REMOVE EXISTING SEDIMENT POND CONTROL STRUCTURE AND ASSOCIATED APPURTENANCES. INSTALL DETENTION CONTROL STRUCTURE AND OUTLET AS DETAILED ON SHEET 7 AND 10. 11. AFTER CONSTRUCTION IS COMPLETE AND SITE STABILIZED, REMOVE REMAINING EROSION CONTROL MEASURES WITH APPROVAL OF CITY INSPECTOR. A s LAKELAND TOWN CENTER MSC PLAN A PORTION OF THE SEE 114 OF SECTION 6, AND THE N.E.114 OF SECTION 7, 70*4 20 NCORTK RANGE 5 EAST, W.K CITY OF AUStM, P18 ICE COUNTY, WASHINGTON %Y 135+00 138+00 - CULVERT — 77t LF 120 RCP 0 2.34% I.E. IN = 572.50 LAKE T f"1A�CWAY EAST -;-- I IE OUT = 57OL70 t (TYP•) U 1 '• —� -- ` —+1 — � - #- — . f J %✓ lY — — — � IP T-- GDESC NOTES (ADDITIONAL G.D.E.S.C. NOTES ON SHT 9) 1. PREVIOUS CLEARING AND GRADING WORK FOR THIS SITE WAS PERFORMED UNDER SEPARATE PERMITS APPROVED BY PIERCE COUNTY FOR AREA 19. EXISTING EROSION CONTROL MEASURES DEPICTED ON THIS PLAN WERE CONSTRUCTED UNDER THE PREVIOUSLY APPROVED PERMIT. POND "A" AND TEMPORARY CONTROL FACILITIES ARE TO BE MODIFIED AS SHOYIrIV HEREON. THE EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE IN PLACE PRIOR TO COMMENCING =,\ ADDITIONAL WORK. REPLACE, REPAIR, AND MAINTAIN UNTIL SITE IS STABILIZED PER CITY OF AUBURN DEVELOPMENT STANDARDS. f-' IDS` 2. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO DISCHARGE FROM THE SITE DURING CONSTRUCTION. 3. NO RUNOFF SHALL BE ALLOWED TO DRAIN TO THE PROPOSED . CONVEYANCE SYSTEM UNTIL APPROVED BY THE CITY OF AUBURN. ` - - _- 4. CONTRACTOR SMALL COMPLY WITH THE APPROVED EROSION CONTROL PLANS AND INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSITATED BY FIELD CONDMTiONS 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 PROPOSED STOCKPILE LOCATION SITE IS STABILIZED AND ONLY WHEN ALLOWED BY THE CITY OF ` \� AUBURN. wffS. 1. CONTOURS SHOWN AS EXISTING REPRESENT AREA 19 AND LAKE TAPPS PARKWAY EAST GRADING DESIGNS APPROVED BY PIERCE COUNTY ON MAY 25, 2000 AND MARCH 14, 2000 RESPECTIVELY. 2. INTERCEPTOR SWALE(S) ALONG NORTH AND EAST BOUNDARIES OF SITE SHALL BE FILLED ONCE SITE IS STABILIZED AND INTERNAL DRAINAGE SYSTEM FUNCTIONAL. SWALES SURROUNDING THE SITE SHALL REMAIN IN SERVICE UNTIL ADJACENT PROPERTIES ARE DEVELOPED. TEMP. CULVERT 48t LF 120 RCP @ 0.707. I.E. IN = 580.24 I.E. OUT = 579.9 LEGEND ITY OF UBURN�SETD.ND£TAILDEV PERC5 be FILTER FABRIC FENCE PER CITY OF F AUBURN STD. DETAIL DEV - 6 -----�11- LDS TEMPORARY INTERCEPTOR SWALE PER CITY OF AUBURN STD. DETAIL DEV - 9 Ii CHECK DAM PER CITY OF AUBURN STD DETAIL DEV - 9 CjS3 STRAW BALE BARRIER PROPOSED FINISH GRADE CONTOUR �- - -- - -573- - EXISTING GRADE CONTOUR 5574.00 TEMPORARY SWALE SPOT ELEVATION RR TYP RIP RAP (6" - 8" QUARRY SPALLS) CATCH BASIN INLET PROTECTION - PROTEC7ION DURING GRADING SHALL IP np BE PER CITY OF AUBURN STD. DETAIL DEV - 7. PROTECTION AFTER PAVING SHALL BE PER CITY OF AUBURN STD. DETAIL DEV - 8. I EXPIRES, II-07- OZ., RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: - CONFIRMED BY CITY DATE: PROJECT REF: FAC 0-0033 e / THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By...�w+r�if� Date Approved: o�Q 1G5 7 GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inc h = 30 f t. LAKELAND TOWN CENTER STORM POND AND X-SECTIONS A PORTION OF THE S.E. 114 OF SECTION 6, AND THE N.E. 114 OF SECTION 7, TOWNSHIP 20 NORTH, RAID 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON 575 x_ 15' ACCESS X ROAD 57© SEE SHEET 14 FOR CONTINUATION 575 POND SECTION S(^_ol F: GRAVEL FILTER WINDOW SEE DETAIL SHT. 10 1 IWETPOND W.S. = 561.50 POND DESIGN NOTE: THIS POND IS A PROPOSED TEMPORARY FACILITY WHICH WILL SERVE THE DEVELOPMENT OF THE LAKELAND TOWN CENTER. THE POND IS A COMBINATION WETPOND/DETENTION POND WHICH HAS BEEN SIZED IN ACCORDANCE WITH THE CRITERIA ESTABLISHED IN THE COMPREHENSIVE STORM DRAINAGE PLAN FOR LAKELAND SOUTH. THE TEMPORARY POND IS ANTICIPATED TO BE IN SERVICE FOR SEVERAL YEARS UNTIL FUTURE DEVELOPWNT WITHIN AREA 19 OCCURS. FUTURE DEVELOPMENT WITHIN AREA 19 WILL NECESSITATE CONSTRUCTION OF ULTIMATE POND 15 IN ACCORDANCE MATH THE COMPREHENSIVE PLAN AT WHICH TIME THE PROPOSED TEMPORARY FACILITY 1OLL BE FILLED AND DRAINAGE FROM THE TOWN CENTER DIRECTED TO POND 15. THE TEMPORARY POND WILL BE A PRIVATE FACILITY WITH MAINTENANCE BEING THE RESPONSIBILITY OF THE OWNERS OF THE TOWN CENTER. x 5� L-- EXISTING GRADE PER AREA 19 MASS GRADING DESIGN 1 DWOnWh MMrcu cQaM- _ _. _.. _......... ._ Station: 130+95.89 I.E. (SE) 18" IN = 560.54 x Offset. 143.32 I.E. (NE) 18" OUT = 560.50 (FLOW CONTROL - SEE DTL. SHT. 10) 03 15' RADIUS POINT Station: 130+54.10 14 TYPE 2 CB, 48"0 6' CHAIN LINK FENCE PER WSDOT STND. PLAN L-2 (TYP.) Offset: 346.89 15 RADIUS POINT Station: 130+59.44 Offset: 94.16 j Station: 130+91.29 RIM = 568.00 w SOLID LOCK. LID / ACCESS ROAD x " Offset: 356.98 I.E. (SW) 18 IN = 560.00 570 _ _ _ POND BOTTOM I.E. (SE) 18" !N = 560.00 �_- �._ Station: 131+29.82 I.E. (NW) 18" OUT = 560.00 5' MIN. Offset: 241.55 vnrn TOP = 568.a 1 © POND BOTTOM 15 TYPE 2 C8, 48"0, (PRINCIPAL OVERFLOW) 2%_ - U Station: 130+64.52 Station: 130+76.58 Offset: 223.89 Offset: 106.84 07 POND BOTTOM RIM = 566.00 w/ OVERFLOW STRUCTURE (SEE DTL. SHT. 10) .S. = 566. Station: 130+56.76 I.E. (NW) 18" OUT = 561.00 100- YR 24-HR W Offset: 262.93 __._ _ ___ _ ____. _____._ ® POND BOTTOM i6 POND OUTLET (FINAL), GRAVEL CANE INLET (TESC) 565 __ ;.. Station: 130+75.40 Station: 130+51.51 Offset: 125.02 / Offset: 290.09 15" I.E. = 561.50 w/ TRASH RACK (FINAL) ® POND BOTTOM w/ GRAVEL CONE (TESC - SEE DTL. SHT. 10) EXISTING GRADE PER AREA Station: 130+63.10 19 MASS GRADING DESIGN Offset: 298.02 1 WETPOND W.S. = 5611 i0 POND BOTTOM Station: 130+46.67 Offset: 359.22 3 3 560 __ ... ___ _...__-_ ___.__... ...__ _... _ __...___ -..___ -_- _.._t _ 1 ] POND BOTTOM ___ _ _ ___ Station: 131+21.00 Offset: 280.29 PROPOSED FINISH GRADE 12 POND INLET Station: 131+31.03 Offset: 305.93 S.,Z/-v / EXPIRES, 11-07-02, RECORD DRAWING CERTIFICATION PROJECT REF: FAC 00-0033 S 2. b/�y THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WM BY. THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. DATE: TITLE/POSITION: Approved By. Jojww _ CONFIRMED BY CITY DATE: Date Approved: gc� Z6/ 1 +l.i L'i 3 o Q, C.)r � � W W � Lu o� a Z U U© G:)(Z) i PF " 51)4 -7 or 33 o .-j- () «S' 7 GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) i inch = 60 ft. CONNECT TEIiPPRARY WO — ADS M-12 TO WO CONC. DIRECT DWOOGE LINE (I.E. _ 446.50t) - SEE DETAIL BELOW CONWCT TEMPO RY SEDIIMIENT POND 19' OUTLET 70 NEW ADS N-12 TIGHTLIW (ANCHCiit AS INE'WS&ARYj DE7AL N.T.S. DID 160171110 t0:4z I I OVE OO • • • • O • 12' MATERIAL TO BE— ASTM A 36 1/4' PLATE GALVANIZED AFTER FABRICATION PER ASTM A 123 SLOTS TO BE ALL HOLES 3 4" DM. 4-1/2 12' 4--1 2 RAM DEDW NO4S: I. SMOOTH COIJPLAKG 8AN0 SMALL BE USED IN �ATION IMTH CONCRETE PIPE. 1 2. TE P�'E IMTHOUT BALL AND SPIGOT SHALL NOII BE W TALLEO ON GRADES IN EXCESS OF 2OX 1 3. THE ST ANCHOR SHALL BE INSTALLED ON THE FIRST SEC OF THE LOPER END OF THE PIPE AND REM ANCHORS EVENLY SPACED THROUGHOUT THE I STALLATION. 4. IF THE BEING INSTALLED HAS A MANHOLE OR CATCH ASIN ON THE LOMER END OF THE PIPE, THE ' e . FIRST PIP ANCHOR MAY BE ELIMINATED. \ 5. WfN CMP IS USED, THE ANCHORS MAY BE ATTACHED N THE COUPLING BANDS USED TO JOIN THE PIPE AS IONG AS THE SPECIFIED SPACING IS 4 NOT EXCEEDED. 6. ALL PIPE SHALL BE SECURELY INSTALLED BEFORE BA AROUND THE PIPE. RECORD DRAIA NG CERTIFICATION THESE DRANNNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS TITLE/POSITION: — CONFlRMED BY CITY PRMCT REF: `1-1/2"x 6' STAKES' EACH SIDE OF CULVERT ENGINEERINGTHESE PLANS ARE APMYED FOR CONFORMANCE WITH THE CITY OF AUBURN'S " • • k9 8y Date Approve& 1/4' PLATE (SEE DETAIL) MATERIAL TO BE ASTM A 36 GALVANIZED AFTER FABRICATION PER ASTM A 153 u DATE. EEX�P S- 11-07-OZ 01-D 1657 t CONSIRUC11ON ENTRANCE SILT CONTROL FENCE CATCH BASIN PROTECTION FOR GRADING PROJECTS CATCH BASIN PR07ECIM CHECK DAMS AND SWMLES DEV-5 DEV-B DEV-7 DEV-8 DEV-9 T.E.S.C. NOTES AND DETALS _,. ,OF 7HE S.E. 114 SECTION OSECTION 1. SEEDING - APPLY THE FOLLOWNG MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: NAME REDTOP (AGROSTIS ALBA) ANNUAL RYE (LOLIUM MULTIFLORUM) CHEWINGS FESQUE (FESTUCA WMA (;WMUTATA) (JAMESTOWN, BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER (TRIFOLIU M REPENS) PROPORTIONS PERCENT PERCENT BY WEIGHT PURITY GERMINATION 1Ox 92 4Ox 98 4Ox 97 90 90 80 90 2. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMMBER 1 THROUGH OCTOBER 31. (NOTE: IF PUNTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQi111RED MIINEDIA TEL Y AFTER PLANTING.) 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 ADMACENT TO SkIETR BODIES 'AND WETLANDS MUST USE NON -PHOSPHORUS FERTILIZER. 7. "HYDROSEEDMNG" 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 ABNORIIMALLY 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. 1. WITHIN THE CITY OF AUBURN, ALL REOLVE i RETENTION OR DETENTION, \ SEDIMENTATION AND EROSION CONTROL FACIUMS 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 MGM 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 AW711ONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF MIFILIRATION SYSTEM IS USED) CONTROL POND SHALL REM MI IN PLACE UNTIL TW PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PUCE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARII1"K If" HAVE TIME POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOW OG SCHEDULE: FROM APRIL 1 TO SEPTEMMBER 30, AREAS AT F#dAL &MADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE RM 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. IN ORDER TO NNW& SOIL EXPOSURE. EXPOSED SOIL MUM AREAS GREATER THAN 5,W0 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWOWO FOR MORE THAN 24 HOURS AND EXPOSED AREA OF LESS THAN 5,000 SQUARE FEET THAT WILL REMM INNiNORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. RECORD DRAWING CERTIFICATION THESE DRAWINGS COMNFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: EXPOES- 11-07-C�t, PRMCT W.- FAC -0033 �s y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUTALWS ENGINEERING DIVISION REQUIREMENTS. Appowd By Me Approv . o r o -- �y N ?Flo 501� 111 0� 316 ®x D 1. CPEP-SMOOTH INTERIOR POPE REQUIRES BOLTS TO SECURE DEBRIS BARRIER TO PIPE. 2. ALL STEEL PARTS TO BE ALUMINIZED STEEL TYPE 2. "AY BE REMOVED a/ -F LRA. amw in dARS WITH ENDS WELDED TO BAR -FRAME 0 3/4" DIA. BAR FRAME 1 P CO 2"x5" ANCHOR STRIPS WELDED TO 3/4"DIA. BAR FRAME AT 4 PLACES SPACED UNIFORMLY. NOTE: FASTEN WITH 1/2" GALVANIZED END -SECTION SHOWN BOLTS AND NUTS. . �' ••. i i • i.r. es. � i az i 4" O.C. MAX. BAR SPACING 3"-5" FOR 18"01A. 5"-8" FOR 24"DNA. 7"-9" FOR 30"DIA. do GREATER F- 568.00 1 9 - Y I m I A7ZKOIZZI mmlml A P'OR'f ON OF TFE S.E 114 OF SECTION A AND THE NE 114 OF SEC ION 7t TOWINSW 20 NOR'TK FLANGE 5 ITT, WA C 'iY OF AUBURK PERM COUNTY, WASFINGTON PROVIDE MAINTENANCE ACCESS BY WELDING (2) CROSS BARS TO (4) I" DIA. TYP., 40 HaES Mw., ® 10" O.C. VERTICAL BARS AS SHORAN. THE LINTS OF THE GRAVEL CONE HINGE UPPER ENDS W/FLANGES/ BOLTS do PROVIDE LOCKING MECHAMSWM (W/F'ADLOCK) ON 48" DIA GNP STD OPEN NIP, LOWER END. LOCATE LADDER FaOSED BOTTOM. ENCASED IN CONCI?ET STEPS DIRECTLY BELOW 1 112' NMSHED ROCK GRAVEL CONE NM 1ER TINT SEAL T.E.S.C. Q = 0.22 C.F.S. -.*- �NMMERT E1FVA TNOM 56t.50 / 18" PVC 18 x 18 x 18 PVC TEE WITH RUBR GASKET J094TS �• r o � 4' . ...... 1 4w ♦-� 6" CONC, BASE x I SILT FENCE 6" MNIIMUM DEAD STORAGE--1 ELEV. _ 611.50 17 SEDIMENT SETTLNG and STORAGE ���III III- POND BOTTOM ELEV 55Z O NOTE: GRAVEL CONE INLET TO BE REMOVED ONCE SITE IS STABILIZED AND POND MM IED TO FUNCTION AS A COMBINATION WETPOND/DETENTION POND. 18" OUTLET PIPE TO BE EQt1W FED WITH DEBRIS BARRIER WITH AN INVERT ELEVATION OF 561.50 ONCE GRAVEL COME IS KMOYM QUARRY SPALLS LAYER, 18" THICKNESS 1 1/2" -4" WASHED ROCK CORE y, .,��r• ��' ma's � �"�` �.���:. j w I 1r4 * ta Olin ! - BOLT do SEAL BAFFLE TO RISER (AS REQ'D.) NOTCH WEIR WIDTH = 2' ,•• n „PPING 3/4.0 SMOOTH BARS EQUALLY SPACED (4" O.C. MAX.) x 15-1(TYP.) SEE NOTE 1 HOOK CLAMP (4) PLACES EVENLY SPACED. SEE DETAIL LOWER LEFT. PLAN 3/4" THICKx 4" W10E SMOiOIN BARS WELDED TO UPPER do LOWER BANDS. (24 BARS EVENLY SPACED) (SEE NOR' 1) 24" SEE Moir 1 UPPER STEEL BAND LOWER STEEL BAND 3/4" x 4" IMDE 3/4" THICK x 4" WIDE FORMED TO FIT IN GROOVE OF CATCH BASIN RISER. OVERFLOW ELEV. = 566.00 SMOOTH VERT. BARS L STD. GALVANIZED a OR TNERMOPLASTIC 45 HOOK CLAMP EXTRUDED STEPS ANCHORED TO CB RISER d d L ' - CB RISER o TYPE 2 - 54" CATCH BASIN - k -, s 's d L DETAL HOOK CLAW SECTION A -A NOTES: 1. DIMENSIONS ARE FOR INSTALLATION ON 54"I CB. FOR DIFFERENT DIA. CB'S ADMT DIMENSIONS TO MAINTAIN 45' ANI LE ON "VERTICAL" BARS & 4" O.C. MAX. SPACING OF BARS AIMIND LOWER STEEL BAND. WHEN VERTICAL BAR SPACING EXCEEDS 4" aC., PROVIDE HORIZONTAL 04GS 4" O.C. 2. METAL PARTS: CORROSION RESISTANT. (STEEL PARTS GALVANIZED OR STAINLESS STEEL) _OVEFFLOW ucff RJC7UW DETAIL, ELEV. = 565.10 w i• +vim NOTCH VIER FOR P' FLOW C.. ROUND SOLID COVER AWMAKED "DI?MN," WITH LOCKING BOLTS UNLESS OTHERWISE APPROVED BY ENDER. FRAME & L 4000?/STEPS OFFSET,• SEE NOTE J. 0.5% MIN. i i• 1 y� !^. •7 w .=�,. elm �� � v►w�'�!�ywir � AW MP MEW w , 2201 ACCESS C 4" MIN. STANDARD GAL VANZED 161WAX _ _ _ STEEL LADDER/STEPS. = z PIPE T NOTE. RISER FOR POND "A" SHALL HAVE D 10 3" X 0.000 GAUGE STEEL STRAPS A WEIR FOR CONTRIOL OF LARGE STORMS BOLTED OR MIDEDDED 2 NN WALL (SEE DETAIL ABOVE) AT MAX. 3SPACING (TYP.). 24"0 BAFFLE 1810 CAMP RISER Ti TT A B T T • FLfYA� .E A 560.54 N E B 560.50 C 56&00 D 366.00 12" TYR RESTRICTOR PLATE WITH E 556.50 _ _ _ = 3 1/8"I ARAFIGE F 556.50 `14 F NOTE: RESTRICTCMR PLATE NOT TO BE s ADDED UNII SIZE IS STABILIZED AND POND MOOM TO COMBINATION WETPONDtbMTION POND PLAN VIEW N. T.S NOTES: 1. PIPE SIZES AND SLOPES • PER PLANS. 2. METAL PARTS; Cdpll RESISTANT, GALVANIZED PIPE PARTS TO HAVE ALUMINIZED STEEL TYPE 2. J. FRAME & LADIDER/STEPS OFFSET SO. A. CLEAN OUT GATE IS VISKE FROM TOP. EL aAIR--001IN SPACE IS CLEAR OF NWT AND CLEAN OUT GATE. C. FRAME IS CLEAR OF CURB. 4. iF METAL OUXET PIPE CONNRCTS TO CEMENT CONCRETE PIPE; OUTLET PIPE TO HAVE SWIOTOTH O.D. EQUAL To CONCRETE PIPE I.D. LESS 1/4" (TIP.). TYPE 2, so"f FLOW STFK)CTtAHE FLOW RESTRCTOR / OIL POLLUTION CONTROL DEVICE N.T.S. N.T.S. FINAL DETENTION FLOWS Q 2YR / 24HR = 0.48 C.F.S. Q 10YR / 24W = 2.10 C.F.S. Q 25YR / 24NR - 2.92 C.F.S. Q 1OOYR / 24HR = 4.06 C.F.S. EXPIRES, 11-07-01, RECORD WANING CERTIFICATION THESE ORAINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS B Y. DATE: TI TLE/POSI TION: _ CONFIRMED BY CITY DATE: PRMCT REF: FAC O-0033 t1jL11,o THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 1).60w,,. -- Date Approved: •s ZS%/ 01 D J a x N N 0 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. LAKELAND TOWN CENTER GRADING PLAN -NORTH A FOH'IION OF 11-IE 3.E. 1/4 OF SECTION 6, AND THE N.E. 1/4 OF SECTION 7, TOWNSHIP 20 NORTH, RANG 5 EAST, W.M, CRY OF AUBURN, PIERCE COUNTY, WASHINGTON MATCHLINE SEE SHEET 12 FOR CONTINUATION NOTE: SPOT ELEVATIONS REPRESENT FINAL PAVEMENT GRADE AT FACE OF CURB UNLESS OTHERWISE NOTED. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS C DA TE: TI TLE/POSI TION: _ CONFIRMED BY CITY DATE: PROJECT REF: FAC o 0-0033 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMEN TS. Approved By: —rD w,. —5jX Date Approved: Z.S' • EXPIRES, 11-07-01, 4i �i 3 o 0 N ! 1 3 W aC):: o Q Y Q'r W J Cb Q] � m 4.1 Q Q Z Q J- Q7 ? J C U d U Z F� ca Q 2 U � E cV PF 1:1 5j4 0 of 33 GRAPHIC SCALE 40 0 20 40 80 { IN FEET } 1 inch = 40 ft. LAKELAND TOWN CENTER GRADING PLAN - SOUTH A P0RT1ON OF THE 3E 1/4 OF SECTION 61 AND THE NE 1/4 OF SECTION 7, TOWNSHIP 20 NORTH, RANGE5 EAST, WJN., CITY OF AURM, PACE 00llN1Y, WANTON MATCFLM NU I L: SPOT ELEVATIONS REPRESENT FINAL PAVEMENT GRADE AT FACE OF CURB UNLESS OTHERWISE NOTED. KLUUKU UKAWINV I;LNINGAIRA THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS 0. STEEL OR ALUMINUM rRIAN HANDRAILIGUARDRAIL 15.0' 15.0' TOP FOODS TRUCK BAY :MON E-E' MP SECT[ON HORZ: I" = 10' VERT. I" = 5' THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. ? r w SO TITLE/POSITION: CONFIRMED BY CITY Approved By: Dote Approved: EXPIRES- 11-07-GZ 02D)4S7 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. CAST IRON STANDARD H-20 RATED GRATE NYLOPLAST 12" INLINE DRAIN (MODEL 2712AG12N) kDS TO PVC SDR 35 ADAPTER 'IF NEEDED) 6"OR8"PVC IN&OUT SEE PLAN FOR SIZE AND LOCATION VARIES - I WIN. BASE CAN BE SOLID, OPEN ,---'OR PERFORATED IF OPEN OR PERFORATED, DRAIN ROCK OR PEA GRAVEL SHALL BE � r PLACED AROUND PIPE) BACKFILL MATERIAL CLASS I OR CLASS 11 SOIL 6" OR 8" PVC SEE PLAN FOR SIZE AND LOCATION 2"-4" WASHED ROCK LAKELAND TOWN CENTER BUILDINGS D-E-F GRADING AND DRAINAGE A PORTION OF THESE. 114 OF SECTION 6, AND THE N.E. 114 OF SECTION 7 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON NUMBER OF STUBS VARIES 4 MAXIMUM OF 4 8" AT 90 DEGREES NOTE l-- DETAIL AA 12" INLINE DRAIN AND INSTALL IMPERVIOUS LINER ALONG ADS-N12 DRAIN BASIN 6" 0 PVC PERE PIPE THE SIDEWALL TO WITHIN 6" OF THE 12' INLINE DRAIN MAY BE EQUAL YARD DRAIN/ BY (SLOPE TOWARD ROOF SURFACE AND ALONG THE BOTTOM AND AREA DRAIN SYSTEM. DRAIN SYSTEM) OF THE TRENCH ADS N-12 DRAIN BASIN FRENCH DRAIN DETAIL (SECTION 'AA' N. T. S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS TITLE/POSITION: CONFIRMED BY CITY PF n so,} l� of EXPIRES: 11-07- *Z, PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE VATH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: 1 N `- LO W LLJ �� C a� Q:- Q ck: m Z3 Z� Q Q Z Q Z 0 0® co C3 oD 1657 GRAPHIC SCALE 40 0 20 40 80 ( IN FEED ) 1 inch = 40 it. SEE SHEET 7 FOR CONTINUATION OF SYSTEM AND DETI LMLITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES f 571.67 (STORM) 572.67 (SANITARY) 1.00' - 2� 572.14 (SANITARY) 573.14 (STORM) 1.00' - O 570.76 (SANITARY) 571.76 (STORM) 1.00' - ® 567.98 (STORM) 569.12 (SANITARY) 1.12' - 572.98 (WATER) 573.98 (STORM) 1.00' DEFLECT WATER AS NECESSARY © 572.03 (WATER) 573.03 (STORM) 1.00' DEFLECT WATER AS NECESSARY 7 566.96 (SANITARY) 568.13 (STORM) 1.17' - ® 575.12 (SSFM) 576.62 (WATER) 1.50' DEFLECT FORCEMAIN AS NECESSARY* ® 573.41 (STORM) 574.61 (SSFM) 1.20' - i0 573.18 (STORM) 574.64 (SSFM) 1.46' - 11 573.67 (STORM) 574.69 (SSFM) 1.02' - i2 573.61 (SSFM) 575.11 (WATER) 1.50' DEFLECT FORCEMAIN AS NECESSARY* 13 574.20 (SSFM) 575.70 (WATER) 1.50' DEFLECT FORCEMAIN AS NECESSARY* 14 574.65 (SANITARY) 575.65 (SSFM) 1.00' - 15 573.58 (SANITARY) 575.40 (WATER) 1.82' - *CROSSINGS OF SANITARY SEWER FORCE MAIN AND WATER SHALL HAVE THE FORCE MAIN ENCASED 10 FEET EITHER SIDE OF THE CROSSING IN CONCRETE OR A CASING EQUIVALENT TO THAT SPECIFIED IN "CRITERIA FOR SEWAGE WORKS DESIGN", SECTION CI-9.1.4A. 0 z W Y cn j W X ._ X LAKELAND TOWN CENTER STORM DRAINAGE PLAN - NORTH A PORTION OF THE S.E. 1/4 OF SECTION 6, AND THE N.E. 1/4 OF SECTION 7, TOWIO MIF 20 NORTH, RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHIIVGi'ON STRUMLM TAB - FWE Tip► .E CB/7, TYPE 2 - 48"0 CB#14, TYPE 1 PTA 11 LF 18"0 S.D. @ 0.50% EX. CULVERT END STA: 34+54.51 (STM LINE) = STA: 47+41.22 (STM LINE) = P1 59 LF 18"0 S D @ 46'0 �v STA: 41+07.97 (STM LINE) = STA: 17+27.87, 175.81 RT (S.C.L.) STA: 13+46.49, 7.03' LT (S.C.L.) NU STA: 11+32.05, 31,36' RT (S.C.L.) RIM = s78.43 14 RIM = i5@2NO4,= sB/98 P2 81 LF 18"0 S.D. @ 0.49 I.E. E) 18" IN = 569.57 O I.E. (N) 12" IN = I.E. 12IN = J_77.03 I.E. (W) 18" OUT = 569.57 (NEW) I.E. E) 24" IN = 56569 I.E. �S) N) 12" OUT = 576.89 P3 121 LF 18"0 S.D. @ CB#I, TYPE 2 - 48"0 I.E. W) 24" OUT = 565.7 ` JW5.70 C13#18, TYPE 1 P4 124 LF 18"0 S.D. @ STA: 40+97.20 (STM LINE) = -��g TYRE 2 - 48"0 STA: 53+36.22 (STM LINE) _ O STA: 11+42.78, 30.41 RT(S.C.L.)"'"1°`A 32+93.26 (STM LINE 18 STA: 14t70.49, 88P5 135 LF 24"0 S.D. @ 0.52% O .97' RT (S.C.L.) RIM = 581.00 STA: 18+88.87, 184.81' RT (S.C.L.) RIM = sB0.02 P6 123 LF 24"0 S.D. @ R5 0.497, I.E. �E) 18 IN = "9¢7 RIM = 578.75 I.E. 12 IN = .57-1.62 I.E. NW) 18" OUT = .M91S I.E. �E) 24: IN = =96= Md. B6 I.E. �S) N) 12- OUT 574. 5Z P7 161 LF 24"0 S.D. @ 0. s2 I.E. S) 12 IN = S . Jr -/ P8 243 LF 24"0 S.D. @ 0.60% STA: 40+38.35 (STM LINE) ' CB#2, TYPE 2 - 48'0 I.E. (SW) 24" OUT = 564.96 S64.79 CB#19, TYPE 1 = 19 STA: 54+32.22 (STM LINE) P13 95 LF 12"0 S.D. @ 6.7B o STA: 11+84.22, 72.19' RT (S.C.L.) O STA: 14+70.49, 7.03' LT (S.Cl ; RIM = # _f79. 72 POND INLET RIM = s•8Z. ©l P14 96 LF 12"0 S.D. @ /. 76 I.E. N) 8" IN = 569.99 8A STA: 30+50.00 (STM LINE) = I.E. S 8" IN = # 3"7779 I.E. SE) 18 ., IN = J5 9, OB STA: 21+27.83, 139.29 RT (S.C.L.) I.E. N 12" OUT - y77. ?4 P18 86 LF 12"0 S.D. @ 9.14% I.E. NW) 18 OUT = -6� .56904 I.E. (NE) 24" IN = 563.51 CB 3 TYPE 2 - 48"0 CB#9, TYPE 1-L CB#21, TYPE 1 P19 96 LF 12"0 S.D. @ �- 2. 63 STA: 66+49.78 (STM LINE - STA: 61+36.22 (STM LINE - STA:'39+57.52 (STM LINE = STA: 66+4.78 222.Si' NE (S.C.L.) STA: 16+05.50, 88.97' R (S.ClL) P21 95 LF 12"0 S.D. @� S65% QSTA: 12+60.26, 99.60' R (S.C.L.) O RIM = 577.1'5 @RIM = SBO./ RIM =-:•7g,97 I.E. W 12" IN = 76 SIB 0/ P22 96 LF 12"0 S.D. @ Z 97% LE - �&� SE) 18 � IN = s68.64 I.E. NW) 12" IN = � .572. /9 I.E. S 12„ IN = 6✓ .574. e9 I.E. NW) 18 OUT = $.566.63 I.E. W) 12" IN = 57Z• 46 I.E. N 12" OUT = 575-78 .5'74. 89 P24 124 LF 12"0 S.D. @ /. 43% I.E. S 12 OUT = �� .572.42 CB#4, TYPE 2 - 48" 0 CB#22, TYPE 1 P25 96 LF 12"0 S.D. @ /. 06 X. STA: 38+36.73 (STM LINE) = CB#10, TYPE I-L STA: 62+32.22 (STM LINE) = STA: 13+46.49, 184.19' RT (S.C.L.) STA: 65+50 (STM LINE = STA: 16+05.49, 7.03' LT (S.C.L.) RIM = s7,9..5'2 STA: 17+ 71.65, 311.36 RT (S.C.L.) RIM �d2. /7 L.) 22 NOTE: = I.E. 8" IN = ,5'69.02 10 RIM = 57S/6 I.E (S) 8" IN = .577.49 (STM LINE) - REFERS TO STATIONING ALONG I.E. JS� 12" IN =56&68 JW9,49 I.E. W) 8" IN = 4 -S7j,/ I.E. (N) 12" OUT = 5-7 579,79 CENTERLINE OF PIPE BETWEEN CATCH BASINS, TYPICAL. I.E. SE) 18" IN = 568.ig .567. B7 I.E. (SE) 12" OUT = .579 4V I. E. W) 18" OU T = -56849 J5 7. V g " _-X7"' -5-73• /5 (S.C.L.) - REFERS TO STATIONING ALONG A CENTRAL CB#11, TYPE 1 CB#24, TYPE 1 SITE CONTROL LINE FOR CONSTRUCTION STAKING, CB#5, TYPE 2 - 48"0 STA: 66+28.55, 51.71' RT (STM LINE) = STA: 67+83.69 (STM LINE) = TYPICAL. STA: 37+12.40 (STM LINE) = 11 STA: 17+81.33, 217.81 RT (S.C.L.) 24 STA: 17+29.49, 88.97 RT (S.C.L.) STA: 14+70.49, 175.19' RT (S.C.L) RIM = 579.13 RIM = J;" / ZI RIM 5$8 0�0 - s77. 98 567. B8 I.E. (E) 2 IN 3 # ✓�74. Z2 I.E. �S) E12" OUT = 0� s79. 79 RECORD DRAWING CERTIFICATION 1.E. S 12 IN = 35ir}9� 567.95 CB#25, TYPE 1 THESE DRAWINGS CONFORM TO THE I.E. E 18" IN = 567.23 STA: 68+79.69 (STM LINE) = CONTR TCF�.:,S INSTRUCTION RECORDS I.E. W) 24" OUT = 567,06 D3 12 NOT USED 25 STA: 17+29.49, 7.03 LT (S.C.L.) BY.�- CB#6, TYPE 2 - 48"0 RIM = = •.582 /6 STA: 35+77.14 (STM LINE) = I.E. (N) 12 OUT = � s77BS DATE D 2 STA: 16+05.49, 183.59' RT (S.C.L.) CB#13, TYPE 1 I' ORIM = .577. ?2f STA: 46+45.22 (STM LINE) = TITLE/POSITION:g &1GGT I.E. N 8" IN = s67.65 STA: 13+46.49, 88.97 RT(S.C.L.) J.E. S 12" IN = 565.67 13 RIM = 579.92 I.E. E 24" IN = 566.99 CONFIRMED BY CITY DATE: I.E. W) 24" OUT - 566. 29 I.E. S 12" IN = 575_ 20 I.E.N� 12 OUT = 57s /o STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >?8" PVC, SDR-35 >.3' PLAIN CONCRETE PIPE (<12"0) ASTM C-14 REINFORCED CONCRETE PIPE (<12"0) ASTM C-76 DUCTILE IRON PIPE CLASS 50 or 52 PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: EXPIRES, 11-07-07,. 0� 0 16-; a N 0 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I inch = 40 ft. 17+61.34 - 183.22' LT INV. = 578.70 BLDG.-'AN LAKELAND TOWN CENTER STORM DRAINAGE PLAN - SOUTH A PORTION OF THE S.E. 1/4 OF SEC710N 6, AND THE N.E.1/4 OF SECTION 7, TOWNSHIP 20 NORTH, RANGE 5 FAST, W.M„ CITY OF AUO^ P@iCE COUNTY, WASHINGTON 16+43.47 - 141.19' LT INV. = 581.18 16+67.60 - 255.20' LT INV. = 582.50 NOTE: ROOF DRAIN MANY DIES SMALL BE 8"0 PVC AS SHOWN HEREON. ROOF DRAIN DOWNSPOUTS, FOOTING DRAINS, AND TREE WELL DRAINS SIZING SHALL BE AS REQUIRED BY BUILDING PLANS BY OTHERS. BLDG. 'B' FF = 586.0 16+40.88 - 387.97' LT INV. = 579.01 _16+31.85 - 412,87' LT INV. = 578.78 71 LF 8"0 SD ® 1.007. 15+68.60 - 390.20' LT ul _---_- INV. = 579.72 9"0 SD 0 1.00% 8"0 SD A 1.0Ox 13+ 70.50 - 424.50' LT INV. = 581.35 TABLE CBJI4, TYPE 1 STA: 47+41.22 (STM LINE) 14 STA: 13+46.49, 7.03' LT (S.C.L.) RIM = 581.Y I.E. S 12 IN I.E. N 12" OUT CB#15, TYPE 1 - ALIGN GRATE TO CURB J / .. STA: 4$+31.55 (STM LINE) = 23 NOT USED / .. STA: 13+46.49, 97.35' LT (S.C.L.) / RIM = -f91 64 I.E. E 8 IN = i5q 8= ,578.98 C8 25 TYPE 1 I / # I.E. S 12" IN = .57B. h4 I.E. N) 12 OUT = 578.5/ STA: 68+79.69 (STM, LINE) _ 25 STA: 17+29.49, 7.03 LT (S.C.L.) PIPE TABLE CB 16 TYPE 1-L RIM = .582.45 UrIJTY CROSS MG TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 16 576.41 (WATER) 577.41 (STORM) 1.00' DEFLECT WATER AS NECESSARY 17 578.38 (WATER) 579.38 (STORM) 1.00' DEFLECT WATER AS NECESSARY 18 578.51 (WATER) 579.51 (STORM) 1.00' DEFLECT WATER AS NECESSARY 19 576.85 (STORM) 578.13 (WATER) 1.28' - © 578.79 (STORM) 579.79 (WATER) 1.00' - 2i 577.78 (STORM) 580.30 (WATER) 2.52' - 22 576.57 (WATER) 577.57 (STORM) 1.00' DEFLECT WATER AS NECESSARY 23 577.68 (WATER) 578.68 (STORM) 1.00' DEFLECT WATER AS NECESSARY ® 577.75 (WATER) 578.75 (STORM) 1.00' DEFLECT WATER AS NECESSARY 5 577.39 (WATER) 578.39 (STORM) 1.00' DEFLECT WATER AS NECESSARY N = � �7765 ST : 48+78.23 (STM LINE) _ I.E. () 12" OUT P15 90 LF 120 S.D. ® STA- 13+41 79 143 79 LT (S C L ) " 16 RIM =k#3 584.4/ C0#26, TYPE 2 - 48 w STA:73+21.62 (STM LINE) = P16 47 LF 12"0 S.D. @ /. Y471, I.E. LE. S) 8" IN = E 12" IN = 579. 77 579.SB STA: 2s RIM 18+89.99, 86.81' LT (S.C.L.) - .saA 99 P17 I11 LF 12"0 S.D. @ 0.50% I.E. N) 12" OUT = 579✓- 5 I.E. NE) 8" IN = 575. 9S P27 97 LF 12"0 S.D. � 0.5.5% CB#17, TYPE l I.E. 12" IN = 575 S � . /5 STA: 49+89.25 (STM LINE) _ I.E. N� 12" OUT = .57.5.06 P28 268 LF 12"0 S.D. @ 17 STA: 12+42.92, 194.27' LT (S.C.L.) CB#27, TYPE 2 - 48"0 P29 84 LF 12"0 S.D. @ 0.50% ✓ RIM = 382.72 STA: 74+19 (STM LINE) = I.E. (W) 12" OUT = 580. /4 STA: 27 18+89.17, 184.19 LT (S.C.L.) SB 1sTYPE 19 1 54+32.22 (STM LINE) = RIM I.E. I.E. = 582.8o E) 8" IN = 576.57 SE) 12" IN = # 57 r 75 STA: 14+70.49, 7.03' LT (S.C.L.) I.E. N) 12" OUT = 575 59 RIM = .4'82.09 I.E. (S) 8"r IN = .577.7B 577 CB#28, TYPE 1 I.E. N 12 OUT = STA: 76+87.13 (STM LINE) _ 20 NOT USED C8#22, TYPE 1 STA: 62+32.22 (STM LINE) _ 22 STA: 16+05.49, 7.03' LT (S.C.L.) RIM = 59217 I.E. S) 8" IN = � .4'77.41F I.E. (N) 12" OUT = §�q.68 .576.78 STA: 16+98.93, 372.94' LT (S.C.L.) 28 RIM = 681.95 SBZ /O nI0 P1PC 71.EISE) 12" IN = 577// NW) 12" OUT = 57711 CB#29, TYPE 1 STA: 77+70.79 (STM LINE) _ 29 STA: 16+70.62, 451.65' LT (S.C.L.) RIM = ,f-80. d4 I.E. NE) 8" IN = .578.22 I.E. NW) 12" OUT = 577.53 NOTE: (STM LINE) - REFERS TO STATIONING ALONG CENTERLINE OF PIPE BETWEEN CATCH BASINS, TYPICAL. (S.C.L.) - REFERS TO STATIONING ALONG A CENTRAL SITE CONTROL LINE FOR CONSTRUCTION STAKING, TYPICAL. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE "CONTRACTO ' CONSTRUCTION RECORDS 1��.- BY: GA.c DATE: q o Z TI TLE/POSI T10N: CONFIRMED BY CITY DATE: PROJECT REF: �Lw-ja-1►7il>1911r--a►LwJ1 STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS "SO" SHALL BI ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' 'LAIN CONCRETE PIPE (<12"0) ASTM >3' C-14 ZEINFORCED CONCRETE PIPE (<12"0) >18" ASTM C- 76 DUCTILE IRON PIPE >6" CLASS 50 or 52 ,.n,-n >3' 0033 s, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. �..� Approved By. Date Approved: EXPIRES, 11-07- OZ o i © o N I � 1 � I �t7 � � W W 4s m Z Q Z Q d v i Z3 p t• d S'04 I S ol= 3 OZ D I b9 7 -4- . . . . . . . . . . KEY MAP. STORM PROFILE LOCATION SCALE. I" = 200' LAKELAND TOWN CENTER STORM DRAINAGE PROFILES A PORTION OF THE S.E. 114 OF SECTION 6, AND THE N.E. 114 OF SECTION 7, TOWNSHIP 20 NORTH, RANGE 5 FAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON 12"0 WATER 0 STA: 45+ 73.16 3*10 SANITARY -SEWER - - - STA: 45+26-.71 570 - - i OR PRO LE (NO OUTH and EAST C& P4 (STO M MAIN) to CB1 thru C13#17 SCALE: 1" 50' HORIZ I - = VERT. 45+00 46+00 47+00 48+00 49+00 50+00 saw 161 LF 20 S.D. 0 123 It t4 w u- 7777777 1 Cm TYPE 2 — 48"0 Cw. TYPE 2 — 560. ......... . ....... . .... ............ ----- - STA. 214-27.83, 139. k- ST& sTm, LIN 32+93-4.,t 18+88.87i 184.81' R (&C.L) --s-TA-34+54.51 STA: 17+27.8 (&C.L) LE (NQ 240 IN 51 RkW = 57875 Fj U. ff78 - 4 I.E. 1) 12: AN.==GS&W _0.0'.AV LE fLil 12* IN I.E. E) 24 .575 71 LE 24" IN I.E. SW) 240 OUT =WkftA6A" LE: 24" OUT =5867" M-f.1 550. 00 + 04 cc cnia- 30+00 31+00 32+00 33+00 34+00 77 EX .' 'MOT END STA-41+93.41 (STM LIW) : STA 10+46.94, 38.9A' RT (S.C.L.) LE. 18 OUT 570.00 ......... . . .. .. .. .. .......... . . ........ 00, TYPE 2 - 48*# ....... . ... EX. CULVERT STA: 38+36.73 (STM STA: 13+46.49, 184.190 S.C.L.) CW3. TYPE Z-'= 4wo STA: 41+07.97 (SIM LINE STA: 11+32.05, 31,36' RT (S.Cl.)� RIM LE 8 1 N ff7,�', 5z STA: +57.52 (SW 39 STA: 12+00-26, 99.60- RV(S.C-L) I.E. E) 18" IN I.E. (W) 18- = 569.57 OUT 569.57 CBA. TYPE 48-0 CB 15, TYPE 2 3 -15+77.14--iSTM LINE) 7+12.40 S '0 I.E. 12" IN 568-:S& 516'9. E ;-7 *7- 1 LE JSNj 18" IN 56M -1'6 RIM --f79- 9 7 f.E-ISE) ....... 48"o, (STM LINE560 '40+97, 20 STA? 91 16+05.49, 183,59' RT (S.C.Q: STA: 14+70.49 175.19' I.E. 18" OUT W;R=% -073V I.E. N*) IS_ PUT 58M ��9-59 STA: 11+42.78, 30.41' RT (S.CL) RIM s77.76 .109 RIM = 581.00 I.E. 8* IN 4004 �07,q I.E. 8' IN lwm�- S�5 7 99 I.E. (E) 18" IN = .5631 47 I.E 12m IN = "iF.:W .3K:�.zW' I.E. 12", IN = 4100 5,�57 I.E. (NW) 18 OUT LE E 240 IN - Mb* J;9! I.E. E 18" IN = 06W 2'3 C13#2TYPE 2 48"0 . I.E. 24' OUT =M*49 I.E. 24' OUT 56Z 06 STA: 40+38.35 (STM LINE) STA: 14+8----Z1RTUZ RIM 72 1AJ 11E N) 8' IN ",9 .93, jit I Z SS E) 18" IN ji�9 06 .1 LLJ I NW) le OUT = 409.4t M aw C:) or srORM MA /wET) j- - 4�t 5wj EX. CULVERT (LAKELAND HILLS WAY) to POND fd.ET (AREA 19 POND W) + co -4c SCALE: 1 50' HORIZ. Li 31E V) U) VERT. c; 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 RECORD DRAWING CERTIFICATION THESE DRAWINGS COWORM TO THE CONTRACTORP;S CONSTRUCTION RECORDS BY. DATE. TITLE/P09TION. CONfIRMED BY CITY DATE: PROJECT REF. FAC # 00-0033 THESE PLANS ARE APPROVED FOR CONFORMANCE VATH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 7 PU Date Approved: s12516 I EXPIRES: 11-07- 74�0 ?f tt !S 06f IC OF 3 01 D 1 4S 7 a x 0 KEY MAP STORM PROFILE LOCATION SCALE: 1 " = 200' 560 LAKELAND TOWN CENTER STORM DRAINAGE PROFILES A PORTION OF THE S.E. 114 OF SECTION 6, AND THE NE. 114 OF SECTION 7, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON LF_ S 12" IN = 574 62 r7RIM I.E. M 12" Our - cam TYPE 2 WS ' 52+ _ STA:_1 .49 IMT Rr-MCL)-577 O + r E Nir IN_ -f,:f 7 96 C4 1 E, S 1-' IN = 5;5 I.E 1if" IN = I. 24' OUT =W7zW567, 43 560 FN Ll PROFILE NOR SOUTH) C8#5 ( ORM MAIN) to B 1S thr CB#20 SCA E. 1" = 50' H IZ. t" = 5' VERT. 52+00 53+00 54+00 NOTE: (SIM LINE) - REFERS TO STATIONING ALONG _____._ -CENTERLINE OF PIPE_ BET 4-CA-TC14 BASINS; TYPICAL- i 5w (S.C.L.) REFERS TO STATIONING ALONG A CENTRAL SITE CONTROL LINE FOR CONSTRUCTION STAKING, TYPICAL EX. GRME ALONG STORM LINE CB 11 TYPE 1 _ _ _______..._...__ ___. ____ . _.._ ___ ___..__._._ PROPOSED GRADE i�LLZ1�iG--STORM LINE': STA: 66+28.55, 51.71 RT (STM LINE _ ! - _ - - - - STA: 17+81.33, 217.81' RT (S.C.L.) RIM = 579.13 I.E. (W) 8" IN = 574 3S 56 LF 12"I ' I.E. E 12" OUT = 574. ZZ 580 580- 12*0 LINTER O 1 o SA• f ' . STA: 61M I.62 12"0 WATER O STA: 65+73.98 -- ' 8"/ SANITARY SEWER__.__ ------ _ .. ____-____-___._ ___ ._ STA: 1 � -•"'• '•, 67+21. 42 600 SEWER -STA. 9 STM LINE _. 100 LP 12'0 FORCEMAIN STA: 17+29.49, .03' LT (S.C.L) S.D. 0 STA:RN1 = 382. /6 67+45.34 I.E. (N) 12' OUT = 577. 95 D thy. 570 Cs' 6 24 TYPE 1. _ 570 . 67+83.69 STM LINE - CB 10 TYPE 1-L STA: 66+49. ' ®� STA: 17+29.49 88.97' R (S.C.L.) STA: 575, /6 STA: 65+50 (STM LINE = STA: 17+25.65, dl RT 17+71.65, 311.36 R7 (S.C.L) W= 577,80 (SC.G) ?+ ✓71' S � ,� RIM _ sB/. 23 z LE 12" INI _ 578. S3RIM �EE� I.E. s73 /S 573.04 I.E. = I.Er i2" IN = W) 8" IN = I.E 12 IN (SE) 12" OUT =5734W I.E S 12" OUT 872.718 ? 4w •772 2 I.E 12 OUT = 57.7e CB E 1 # CB#7 (STORM MAIN) to CB#9 thru SCALE: I" = 50' MORIZ. 1" = 5' VERY 560 24y Sr - a +81.37, 123.fr LT STM LINE. _ . STA: 16+05.50, 88.97' RT (S,G.L.) � N �25 RIM � ^ , N a LE. S� 12" IN = J74. B9 I.E. N 12" OUT = 374. a9 � ,Q `/' "' 560 STA: 17+27.87; 175,81' RT (StL.) RIM I.E. N 12" IN � # .366. 63 I.E. S 12" IN � 566.77 I.E. E 24" IN I.E. W) 24" OUT = 565.70 65+00 66+00 67+00 68+00 55+00 ifO ALONG 560 590 590 (STM LINE) -REFERS TO STATIONING ALONG � EX. GRADE ALONG STORM LINE CENTERLINE OF PIPE BETWEEN CATCH BASINS, TYPICAi. (S.C.L.) -REFERS TO STATIONING ALONG A CfN1RAi. PROPOSED GRADE 560 STORM L E PROFILE NO SO CB#6 (STORM MAIN) to 8�21 thr CB�23 1 " = 5' VERT. 60+DO (STM LINE) -REFERS TO $TATIONNNG ALONG CENTERLINE OF PIPE HETNIEN CATCH BASINS, TYPICAL. (S.C.L.) -REFERS TO STATIONING ALONG A CENTRAL SITE CON TROI L11E FOR CONSTRUCTION SYNCING, 61 +00 62+00 C8#8 (STORM MAIN) to CB#2 SCALE: 1 = 50' HOR1Z. I" = 5' VERY. 63+00 ERE. GRADE ALONG STORM LAVE PROPOSED GRADE`ALONG STORM ONE 12"0 WATER O 4' LT (S.C.L.) STA: 77+05.45 SBZ. /D 97// 570 TwPE + LINE)_ STA: 16+70 67, 451.65' LT (S C.L) RIM I.E. (NE) 8" N - 57a. 22 r.E. �NW 12' OUT = �iPi4� ,fJ7..f5 r' 560 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 /k�W RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CQNTRACT 'S/CONSTRllCTiON RECORDS B Y. DATE: 0 l_ Ti TLE/PQSf TION: fi1�(Zf CONFIRMED BY CITY DATE: � PROJECT REF: FAC 0-0033 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: �125%d� 78+00 11-07-a7.. o � w Q �- N s w 4 � Z o ao om W �� W� Q. 4. U a a F � SO} I-7 o= 3 Off. D 1657 EXPIRES: (CONTINUED FROM SHEET 1) 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO TRSP-1. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'). 14. ALL CONSTRUCTION SURVEYING FOR EXTENSION OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SY&EP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S 'RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED •NTH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SOR 21 OR 35 PVC PIPE AND CPEP CONNECTIONS TO MANHOLES OR CATCH BASINS. 20, THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR 35 PIPE. 21. BEDDING FOR PVC, CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2. 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKRLL DETAIL NOS, GEPT-1 AND GEPT-2 FOR CONSTRUCTION PROCEDURES. 23, ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL MALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY" SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD DETAIL GEPT-1. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. LAKELAND TOWN CENTER STORM DRAINAGE NOTES AND DETAILS A PORTION OF THE S.E. 114 OF SECTION 6, AND THE N.E.114 OF SECTION 7, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON 1. CATCH BASINS NOTED WITH SOLID LID SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL SSFC-1 AND MARKED "DRAIN". 2. SIDEWALKS WITHIN PUBLIC R.O.W. SHALL BE CONSTRUCTED IN ACCORDANCE 07H THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD SK"ALK DETAIL STSW-1. 3. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD WHEELCHAIR RAMP DETAIL STSW-4. 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 STOW-1 (REFERENCE TYPICAL DRIVEWAY DETAIL THIS SHEET). 5. ALL PIPES SHALL BE CONSTRUCTED IN TRENCHES MEETING CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TYPICAL PIPE TRENCH STANDARD DETAIL GEPT-2. 6. TELECOMM/UNICATION UTILITIES SHALL BE PLACED IN TYPICAL TRENCH AS NOTED ON CROSS SECTION ON SHEET 7. 7. THROUGH -CURB INLET FRAME AND GRATES (IF ANY) SHALL BE CONSTRUCTED IN ACCORDANCE WITH C.O.A. STANDARD DETAIL STCB-1 OR EQUAL AS APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 8. ROCK WALLS (IF ANY) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD ROCK WALL DETAIL GERW-1. STORM SEWER CONSTRUCTION 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. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE11 OSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC ri THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: CL Date Approved: �'2�►`/d f Pf-- " 501 18 of 3 ia� 01D l6's7 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) i inch = 40 ft. WATER CONSTRUCIMV CALL OUTS STA: 17+60.49 - 299.54' RT REMOVE EXISTING BLOWOFF ASSEMBLY AND CONNECT TO EXISTING 12"0 STUB. CONTRACTOR TO VERIFY LOCATION, I.E.'s, AND FITTINGS PRIOR TO CONSTRUCTION. �1 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 22. �2 129 LF 12"0 DI CL 52 STA: 17+61.94, 170.81' RT �3 I -FIRE LINE TEE (MJ) THRUST BLOCKING �4 14 LF DI CL 52 QSTA: 17+75.* 170.81' RT 1-POST INDICATOR VALVE (MJ) �6 56 LF Of CL 52 STA: 18+31.95, 170.81' RT Q 1-90' BEND (MJ) THRUST BLOCKING �8 57 LF DI CL 52 STA: 18+31.30, 227.77' RT 1-1 1/2" SERVICE METER �9 1-CAP OR PLUG 1-TEMP. BLOWOFF ASSEMBLY THRUST BLOCKING STA: 18+34.30, 227.80' RT 10 1-CAP OR PLUG THRUST BLOCKING t i 62 LF DI CL 52 STA: 18+35.00, 165.81' RT 12 1-90' BEND (MJ) THRUST BLOCKING 13 60 LF DI CL 52 STA: 17+75.49, 165.81' RT 14 15 17 LF 12"0 Of CL 52 STA: 17+62.05, 153.81' RT 1-12" CROSS (FL) 1-12" GATE VALVE (FL x MJ) 3-12" ADAPTORS (FL x MJ) 1-12" GATE VALVE (FL) 16 1-12" x 6" TEE (FL x MJ) 1-6" GATE VALVE (FL x MJ) 1-6" FIRE HYDRANT ASSEMBLY 13 LF 6"0 DI CL 53 THRUST BLOCKING 17 180 LF 12"0 DI CL 52 STA: 19+42.05, 153.81' RT 1-12" CAP OR PLUG 18 1- TEMP. BLOWOFF ASSEMBLY THRUST BLOCKING 1-3/4" DOMESTIC SERVICE/METER 19 W/FROST FREE HOSE BIB AND D.O.H. APPROVED BACKFLOW PREVENTION DEVICE 20 244 LF 12"0 DI CL 52 STA: 16+22.18, 153.81' RT 2i 1-BLOWOFF ASSEMBLY (LSBL-8) (CONTRACTOR TO FIELD LOCATE AT LOW POINT OF MAIN) STA: 15+77.72, 153.81' RT 22 1-FIRE LINE TEE (MJ) THRUST BLOCKING 23 27 LF Of CL 52 STA: 15+17.72, 180.48' RT 24 1-POST INDICATOR VALVE (MJ) 25 58 LF DI CL 52 STA: 15+17.72, 238.20' RT 1-1 1/2" SERVICE METER 26 1-CAP OR PLUG 1-TEMP. BLOWOFF ASSEMBLY THRUST BLOCKING 27 STA: 15+14.72, 238.20' RT 1-CAP OR PLUG THRUST BLOCKING 28 26 LF Of CL 52 STA: 15+14,72, 211.89' RT 29 1-*5' BEND (MJ) THRUST BLOCKING 30 41 LF Of CL 52 31 STA. 14+85. 72, 182.89' RT 1-F.D.C. 32 59 LF 12"0 DI CL 52 Z1 -v VAIL VMLVL krLAmv/ J3 1-6" FIRE HYDRANT ASSEMBLY 30 LF 6" 0 Of CL 53 THRUST BLOCKING 34 135 LF 12"0 Of CL 52 STA: 13+23.49, 153.81' RT 1-12" TEE (FL) 1-FIRE LINE TEE (FL x MJ) 1-12" GATE VALVE (FL) 1-12" GATE VALVE (FL x MJ) 35 1-12"x 6" REDUCER (FL) 1-6" GATE VALVE (FL x MJ) 1-6" FIRE HYDRANT ASSEMBLY 1-6" 90' BEND (MJ) 0 STA. 12+99.99, 153.81' RT 56 LF 6" 0 Of CL 53 THRUST BLOCKING 36 35 LF DI CL 52 37 STA: 13+35.16, 188,81' RT I -POST INDICATOR VALVE (MJ) 38 58 LF Of CL 52 STA: 13+35.16, 246.52' RT 1-1 1/2" SERVICE METER 39 1-CAP OR PLUG I - TEMP. BLOWOFF A SSEMBL Y THRUST BLOCKING 40 STA: 13+30.16, 246.52' RT 1-CAP OR PLUG THRUST BLOCKING 41 58 LF Of CL 52 STA: 12+51.47, 140.31' RT 42 1-90' BEND (MJ) THRUST BLOCKING 43 47 LF DI CL 52 44 STA: 13+30.16, 188.81' RT 1-F.D.C. 45 17 LF 12"0 DI CL 52 IHKUJ I ULUCKINU 47 62 LF Of CL 52 48 STA: 12+61.51, 137.31' RT 1-POST INDICATOR VALVE (MJ) 49 73 LF Of CL 52 STA: 11+88.23, 137.31 RT 1-1 1 /2" SERVICE METER 50 1-CAP OR PLUG i-TEMP. BLOWOFF ASSEMBLY THRUST BLOCKING 51 STA: 11+88.23, 140.31' RT 1-CAP OR PLUG THRUST BLOCKING 52 63 LF DI CL 52 STA: 12+51.47, 187.19' RT 53 1-F.D.C. 54 238 LF 12"0 DI CL 52 55 150 LF 12"0 Of CL 52 1 1/2" IRRIGATION SERVICE/METER 56 WITH D.O.H. APPROVED BACKFLOW PREVENTION DEVICE STA: 13+23.49, 12.50 LT 1-12" TEE (FL) 57 1-12" GATE VALVE (FL x MJ) 1-12" ADAPTOR (FL x MJ) 1-12" GATE VALVE (FL) 1-12" 45' BEND (FL x MJ) THRUST BLOCKING 58 61 LF 12"0 Of CL 52 59 STA: 12+62.09, 12.50 LT 1-12" 22 1/2' BEND (MJ) THRUST BLOCKING LAKELAND TOWN CENTER SANITARY SEWER AND WATER PLAN - NORTH A PORTION OF 7}iE S.E. 1/4 OF SECTION 6, AND THE N.E. 1/4 OF SECTION 7, TOWNSP 20 NORTH, RANGE 5 EAST, W.M„ CITY OF AUBURN, PERCE COUNTY, WASHPidTON SANITARY SEVVER COMTRUC71ON CALL CUM SSM#I/1610-21, TYPE 1 - 48"0 O7 374 LF 8"0 PVC SDR35 0 1.00% STA: 82+00 (SS LNE) _ STA: 17+76.98, 123.81 RT (S.C.L.) 8 625t LF 6"0 HOPE SDR 17 FUSED PIPE FORCE MAIN �j RIM = I.E. E) 8" IN = C/,/4�(/,VfL .S6B. /3 STA: 12+94.51, 127.31' RT I.E. S 8" IN = I.E. W) 8" OUT = �9 1 - 6" 45' BEND THRUST BLOCKING SSMH#1610-23, TYPE 1 - 48"0 TERMINAL FORCE MAIN CLEANOUT PER DETAIL SHEET 22 STA: 83+61.14 (SS LINE) = STA: 16+36.58, 202.92 RT (S.C.L.) RIM 10 212t LF 6"0 HDPE SDR 17 FUSED PIPE FORCE MAIN I.E. N) 8" IN = ic e,40 tNEL 569. 99 I.E. E 8" IN = STA: i i+48.95, 281.24' RT I.E. SW) 8" OUT = i1 1 - 6" 45' BEND THRUST BLOCKING SSMH#1610-24, TYPE 1 - 48"0 STA: 87+35.42 (SS LINE) = 12 37f LF 6"0 HOPE SDR 17 FUSED PIPE FORCE MAIN 3 STA: 12+62.35, 208.81' RT (S.C.L.) RIM = 579.77 .579.72 STA: 11+12.44, 285,12' RT I.E. N) 8" IN = C/��1NNEL 573.63 REMOVE EXISTING 8" CAP, CONNECT I.E. SE) 8" IN = 13 6" FORCE MAIN TO EXISTING 8" LINE I.E. W) 8" OUT = I.E. = 575.55 PUMP STATION - SEE SHTS. (SEE SHEET 22 FOR CONNECTION DETAIL) Pi & P2 FOR DETAIL STA: 80+53.77 (SS LINE) _ 14 399 LF 8"0 PVC SDR35 1.55% �4 STA: 19+23.21,123.81 RT (S.C.L.) EX. SSMH#1610-15, TYPE 1 - 48"0 RIM = 581.00 STA: 10+70.51, 289.52' RT (S.C.L.) I.E. (E) 8" IN = 565.78 (GRAVITY) RIM = 581.22 1. E. (E) 6" OUT = 574.50 (FORCEMAIN) 15 I.E. S) 8" IN = 575.15 I.E. W) 8" IN = 575.15 5 146 LF 8"0 PVC SDR35 0 1.50% I.E. E) 8" IN = 575.15 I.E. N) 12" OUT = 574.82 161 LF 8"0 PVC SDR35 0 1.007 NOTE. (SS LINE) - REFERS TO STATIONING ALONG CENTERLINE OF PIPE BETWEEN MANHOLES, TYPICAL.I (S.C.L.) - REFERS TO STATIONING ALONG A CENTRAL SITE CONTROL LINE FOR CONSTRUCTION STAKING, TYPICAL. 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 cl 5.Z(•pl DATE NOTE: VERIFY AND COORDINATE ACTUAL LOCATIONS AND INVERT ELEVATIONS OF DOMESTIC WATER SERVICES, FIRE SPRINKLER SERVICES, AND SANITARY SEWER WITH MECHANICAL CONSULTANT. NOTE: BLOWOFFS ARE TO BE LOCATED AT LOW POINTS, AND AIR VACS ARE TO BE LOCATED AT HIGH POINTS IN THE WATER MAIN. ANITCIPATED BLOWOFF AND AIR VAC LOCATIONS ARE SHOWN ON THE PLAN. CONTRACTOR SHALL CONSTRUCT WATER MAIN TO CONTINUOUSLY RISE AND FALL TO THE ANTICIPATED BLOWOFF AND AIR VAC LOCATIONS. CONTRACTOR TO DETERMINE EXACT LOCATIONS IN FIELD. NOTE: A FIRE SPRINKLER LINE REQUIRES A SEPARATE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHAL. CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. THE FIRE LINE FROM THE VALVE TO THE BUILDING SHALL BE INSTALLED BY A LEVEL "U" CERTIFIED CONTRACTOR. ALSO, THE FIRE LINE IS TO BE SIZED BY THE FIRE SYSTEM ENGINEER WITH APPROVAL BY THE FIRE MARSHAL. UTIITY CROSM40 TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES a 571.67 (STORM) 572.67 (SANITARY) 1.00' - 2 572.14 (SANITARY) 573.14 (STORM) 1.00' - Qj 570.76 (SANITARY) 571.76 (STORM) 1.00' - 4 567.98 (STORM) 569.12 (SANITARY) 1.12' - 572.98 (WATER) 573.98 (STORM) 1.00' DEFLECT WATER AS NECESSARY O 572.03 (WATER) 573.03 (STORM) 1.00' DEFLECT WATER AS NECESSARY 7 566.96 (SANITARY) 568.13 (STORM) 1.17' - ® 575.12 (SSFM) 576.62 (WATER) 1.50' DEFLECT FORCEMAIN AS NECESSARY* 9 573.41 (STORM) 574.61 (SSFM) 1.20' - 10 573.18 (STORM) 574.64 (SSFM) 1.46' - ti 573.67 (STORM) 574.69 (SSFM) 1.02' - 12 573.61 (SSFM) 575.11 (WATER) 1.50' DEFLECT FORCEMAIN AS NECESSARY* 13 574.20 (SSFM) 575.70 (WATER) 1.50' DEFLECT FORCEMAIN AS NECESSARY* 14 574.65 (SANITARY) 575.65 (SSFM) 1.00' - 15 573.58 (SANITARY) 575.40 (WATER) 1.82' - *CROSSINGS OF SANITARY SEWER FORCE MAIN AND WATER SHALL HAVE THE FORCE MAIN ENCASED 10 FEET EITHER SIDE OF THE CROSSING IN CONCRETE OR A CASING EQUIVALENT TO THAT SPECIFIED IN "CRITERIA FOR SEWAGE WORKS DESIGN", SECTION C1-9.1.4A. RECORD DRAWING CERTIFICATION PROJECT REF: FAC 00-0033 s zY v/ oiel THESE DRAWINGS CONFORM TO THE CONTR CTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH BY: THE CITY OF AUBURN'S ENGINEERING DIVISION DATE: REQUIREMENTS. CT � 02 TITLE/POSITION: Approved By. CONFIRMED BY CITY DATE. Date Approved: -s d� A- m z O 0 O 03 ir © o 31C0Tld 0 O) rn NN 't O C r-3 o 0)r') 0 r__ of 00 .c� �to Lc) NZ p N o _c Q vLA_ 3 C,otN ° o U r, N ct _jj cc�..i W Z cc W Q Lu U_ az� a:� O Z� W�� Q i Q O Z< F.z ?::ZZUJ Q cc 0 W Z- 3� Qw Jco Z Lli � Q � J CO Q Q J w Z w �- U DATE SEALED EXPIRES 1-31- PRCkECT MANAGER JEMY WAKEF1El_D DEEM M. WEBER GL.J. i W E w wF DRAWN A GAM`_ ktW. WAS CHECKM A,, fy SEC 6, 7 T 20 N, R 5 E F LE NO f: \LAKELAND-SO\26672 DATE 9-05-'00 34858 <v� SCALE 1' 40' IONAl-������ SHEET OF24 FILE NO 26672 LAKELAND-SO EXPIRES, 11-07-Ojj olD IG S 7 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. SANITARY SEWER CONSTRUCTION CALL OUTS SSMH#1610-22, TYPE 1 - 48" 0 STA: 94+49.12 (SS LINE) = STA: 17+76.98, 275.31' LT (S.C.L.) RIM = SB5.80 I.E. E) 8" IN = Z GnWWNNEZ I.E. N) 8" OUT = NU It: (SS LINE) - REFERS TO STATIONING ALONG CENTERLINE OF PIPE BETWEEN MANHOLES, TYPICAL (S.C.L.) - REFERS TO STATIONING ALONG A CENTRAL SITE CONTROL LINE FOR CONSTRUCTION STAKING, TYPICAL. OL LAKELAND TOWN CENTER SANITARY SEWER AND WATER PLAN — SOUTH A PORTION OF THE S.E. 114 OF SECTION 6, AND THE N.E. 114 OF SECTION 7, 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 .' 4 NOTE: BLOWOFFS ARE TO BE LOCATED AT LOW POINTS, AND AIR VACS ARE TO BE LOCATED AT HIGH POINTS IN THE WATER MAIN. ANTTCIPATED BLOWOFF AND AIR VAC LOCATIONS ARE SHOWN ON THE PLAN. CONTRACTOR SHALL CONSTRUCT WATER MAIN TO CONTINUOUSLY RISE AND FALL TO THE ANTICIPATED BLOWOFF AND AIR VAC LOCATIONS. CONTRACTOR TO DETERMINE EXACT LOCATIONS IN FIELD. NOTE: A FIRE SPRINKLER LINE REQUIRES A SEPARATE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHAL. CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. THE FIRE LINE FROM THE VALVE TO THE BUILDING SHALL BE INSTALLED BY A LEVEL "U" CERTIFIED CONTRACTOR. ALSO, THE FIRE LINE 1S TO BE SIZED BY THE FIRE SYSTEM ENGINEER WITH APPROVAL BY THE FIRE MARSHAL. UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 16 576.41 (WATER) 577.41 (STORM) 1.00' DEFLECT WATER AS NECESSARY 17 578.38 (WATER) 579.38 (STORM) 1.00' DEFLECT WATER AS NECESSARY 18 578.51 (WATER) 579.51 (STORM) 1.00' DEFLECT WATER AS NECESSARY 19 576.85 (STORM) 578.13 (WATER) 1.28' - �EJ 578.79 (STORM) 579.79 (WATER) 1.00' - 21 577.78 (STORM) 580.30 (WATER) 2.52' - 0 576.57 (WATER) 577.57 (STORM) 1.00' DEFLECT WATER AS NECESSARY 0 577.68 (WATER) 578.68 (STORM) 1.00' DEFLECT WATER AS NECESSARY 577.75 (WATER) 578.75 (STORM) 1.00' DEFLECT WATER AS NECESSARY 25 577.39 (WATER) 578.39 (STORM) 1.00' DEFLECT WATER AS NECESSARY RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE NTRACTOR'S CONSTRUCTION RECORDS DATE 1 110Z TI TLE/POSI TION: PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 5-z1.01 m z O E a� 0 O Q O z I Ir o 0 Ln L.0 L" a� Q Q Z Q o m %a am r W Z J H H DATE SEALED � EXPIRES: 1-31- d PROJECT MANAGER JERRY WAKEFO-D DESIGN M V13 ER, GL J. DRAWN J. EAVES G.L.J. CHECKED MA SEC 6,7 T 20 . R 5 E FPLE NO L• \LAKELANP-"672 DATE 9-05-00 SCALE r=40' V) LO Pr- " SO4 20 -� 3 b CONFIRMED BY CITY Date Approved: EXPIRES+ 11-07-©Z SHEET 20 OF24 FILE NO 26672 LAKELAND-SO Da 7 KEY MAP SANITARY SEWER PROFILE LOCATION SCALE: I" = 200' PUMP STATION - SEE SHTS. Pi & P2 FOR DETAIL STA: 80+53.77 SS S 9 23.2 23 81 RSC. RIM = 581.00 I.E. E 8" IN = 565.78 (GRAVITY) I.E. �E� 6" OUT = 574.50 (FORC MAIN) u 560 80+00 81+00 LAKELAND TOWN CENTER SANITARY SEWER SYSTEM PROFILES A PORTION OF THE S.E. 114 OF SECTION 6, AND THE NE V4 OF SECTION 7, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CITY OF AUBURN, E COUNTY, WA ;STA: 12+62. 208.81RT (S.C.QOr z 24"i STORM R!M = LE. N) 8" IN = 579.7-5 W �Cyrlt��t/FG 573.63� srA: 83+12.23 I.E. } 8" IN Smmw3 1 48" LE. M►� 8" OUT _ i Q STA: + 4 LINE SA _._._ 11NT`AF�"Y L... ,_ STA: 17+76.98, 123.81 RT (S.C.L.) STA: 16+36.58, 202,92' RT (S.C.L.) o 0 RIM = 5 SBA �7 RIM I.E. = N 8" IN = 57B. /5 FNL MP STATION SSMH#1610-24 + LE. E a" IN = CCNo�/wEL I.E. IN � C1=VAIEL JZ,9 B9 "T� 00 I.E S r IN = 4bW- ,568./3 I.E. E 8 = SW) 8" OUT SCALE: 1 50' HORIZ. ,Q z I.E, a" OUT - 1" = 5.. WRT. 560 A: 81+37.94 (SS LINE) A:0+84 FROM PUMP STATIONli EV = 567.04 A: 81 + 18.88 (SS LINE) _ A:0+65 FROM PUNSTATW EV. = 566.76 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 22 560 95+00 RECORD DRAWING CERTIFICATION THESE DRAMNGS CONFORM TO THE CONTRA' CON, STRUCTION RECORDS C ,rl/� BY: DATE: 1 d Z' TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 1 00-0033 f THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: AHEW F WAS AFC c� Q Ff FBI STER�'�C�~�� sIDNAt EXPIRES: 11-07-0?/ j PF °' SA ZI v= 3v O2 D S5 7 THE LSD. DETAILS SPECIFIED BELOW ARE SPECIFIC TO LAKELAND SOUTH PROJECTS SERVED BY BONNEY LAKE WATER AND LOCATED IITMN 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-1 FIRE HYDRANT LOCATION LSBL-2 FIRE HYDRANT DETAIL LSBL-3 DEDUCT METER LSBL-4 ADJUSTMENT OF UTILITY LSBL-5 1-INCH AND SMALLER WATER SERVICE LSBL-6 1-INCH AND SMALLER N kIER SERVICE MATERIAL LIST LSBL-6A 2-M AIR & VACUUM RELIEF VALVE LSBL-7 2-" BLOW -OFF ASSEMBLY LSBL-8 TEMPORARY BLOW --OFF ASSEMBLY LSBL-9 1. TV CABLE, ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH NTH A MINIMUM HORIZONTAL SEPARATION FROM OVER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET. 2. ALL CONSTRUCTION SLIRVE'W+MC FOR EXTENSIONS OF PUBLIC FACILITIES SIlIAL.L BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED PROFESSIONAL 9JINEYOR 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 DWMECTED BY THE CITY. 4. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE MINIMUM THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A- 21-4 OF LATEST REVISION. 5. ALL WATER MAINS SHALL HAVE WAMUM COVER OF 42 INCHES. 6. 12" AND UNDER VALVES FOR WATERLINES SHALL BE RESK.ENT WEDGE GATE VALVES. VALVES OVER 12" SHALL BE BUTTERFLY VALVES. 7. JOINTS, EXCEPT M IM OVIAWSE REQUIRED OR SHOWN ON THE QRAWNNGS SHALL BE EITHER MECHANICAL -BOLTED TYPE OR PUSH -ON RUBBER MG GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. 8. PIPE FITTINGS. PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL BE THE SAME KIND OF COATING, LINING, AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATION A-21.10 AND A-21.22 OF LATEST REVISION. 9. HYDROSTATIC TESTS OF THE NEW PPE LIE SHALL BE MADE IN ACCORDANCE WITH THE 'PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES" AND THE LATEST PROVISIONS OF AWWA C-600, EXCEPT AS MOWED BY THE CITY OF BONNEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORKS DESIGN STANDARDS, SECTION 4.07(14) AND HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS LWIER THE SUPiTFW" OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, 11111CLUDING ALL CONNECTIONS TO EXISTING MAIMS AT A MINIMUM TEST PRESSURE OF 200 PSI. 10. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE FOISTING WATER LINE AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C-601, EXCEPT AS MOONED BY THE CITY OF BONNEY LAKE DEVELOPMENT POLICES AND PUBLIC WORKS DESIGN STANDARDS, SECTION 4.07(14). 11. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER STANDARD DETAILS LSBL-6 AND LSBL-6A. 12. SERVICE LINES SHALL 13E A MINIMUM 3/4 INCH AND SHALL CONFORM TO THE STANDARD DETAILS LSBL-6 AND LSBL-6A UNLESS OTHERWISE NOTED ON PLAN. 13. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER LAKELAND SOUTH - 9OFNNEY LAKE STANDARD DETAILS NO. LSBL-1. 14. fW HYDRANT ASSEMBLIES SHALL CONFORM TO LAKELAND SOUTH - BONNEY LAKE STANDARD DETAILS NO. LSBL-2 AND LSBL-3 AND SIX-INCH PIPES TO HYDRANTS SHALL BE CLASS 53 DUCTILE IRON. 15. CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER METER/SERVICE PERMITS FROM THE WATER PURVEYOR PRIOR TO CONSTRUCTION. 16. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE INACCORDAMCE IBM THE LAKELAND SOUTH - BONNEY LAKE STANDARD DETAIL NO. LSBL-5. 17. WATER SERVICES SHALL BE PER DETAILS LSB_-6 AND LSBL-6A. LOCATION OF WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION, UPON AUTHORIZATION OF THE CITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN THE EXACT LOCATIONS ARE DETERMINED. 18. "-OFF VALVES SHALL BE CONNECTED TO THE WATER MAIN PER L'.L-8 OR LSBL-9 AS APPLICABLE. 19. WATERLINES SHALL BE LAC TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 20. BACKFLOW DEVICES fEQIIR£D WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER LAKELAND SOUTH - BONNEY LAKE DETAIL NO. LSBL-4 AS APPLICABLE. 21. STREET CURBS SHALL BE PAINTED WITH FORMULA WIN)-Y1 (YELLOW) 15 FEET EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. 22. ALL WATER MAINS SHALL HAVE A B-OWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. AIR AND VACUUM RELIEF VALVE SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-7. BLOWOFF ASSEMBLY SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSB.-8. 23. WATER LINE CONSTRUCTIOM SHALL CONFORM TO CITY CONDITIONS AND STANDARDS FOR .EXTENSIONS TO THE CITY INIM"!ER SYSTEM. CONTRACTOR REQUIRED TO NI6SESS THE LATEST REVISION OF SAID STANDARDS DURING CONSTRUCTION. 24. ALL DEFLECTIONS OF DUCTILE IRON PPE 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). 1. THE LOCATION OF THE SIDE SEAM SHALL BE MARKED AT 71E END OF THE LINE BY A PRESSURE TREATED 2 X 4, FOUR FEET (4) LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1) SHAM BE PAINTED TRAFFIC YELLOW AND THE DEPTH OF THE SIDE SEWER OR TEE SHALL BE VINDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 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 0 2% MINIMUM UNLESS OTHERWISE NOTED. STUBS ARE TO EXTEND AS 5W NN ON PLAN WITH A MINIMUM DEPTH OF FIVE FEET. A SANITARY SEWER CLEANOUT SHALL BE PLACED AT THE AFORMENTIONED POSITION ON ALL STUBS AND SHALL BE RAISED TO GRADE NTH AN AIR TIGHT PLUG AND DUCTILE IRON CASTINGS PER C.O.A. ST. DET. SSCO-1. ........ 7AJ'" •Ali •' • • ! .�'I 1 ! • i ATTACH 4" DISCHARGE HOSE 4" GALV. 90' BE 4" GATE W 4" GALV. IRON PIPE THREADED LENGTH TC DETECTOR TAPE - SELECT OR NATIVE TRENCH WITH TRACE WIRE BACKFILL, COMPACT TO 95X OF MAX DENSITY IN RIGHT 6, OF WAY. (SEC NOTE 2.) MAX s' 6' MAIN OR TO TOP OF DEPTH WHl"WR VARIES IS LESS 8" A PVC SDR35 GRAVITY SEWER SPECFIED BEDDING MATERIAL, SEE CITY OF AUBURN STD. DETAIL GEPT-2 SEE NOTE 1 24" 2' MIN. LV. IRON PIPE DIED LENGTH TO FIT 4" 90' WITH 4" CLOSE NIPPLE BETWEEN CAP/BLIND FLANGE AND 4" 90' BEND PROWDE CONCRETE THRUST BLOCKING (NOT SHOWN) i\. SLOPE AT ANGLE i� OF REPOSE 6" 0 HDPE SDR-17 FSED POPE FRCE MAMI NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE *30 INCHES FOR PIPE UP TO AND INCLUDING 12" NOMINAL DIAMETER. *O.D. PLUS 16 INCHES FOR PIPE LARGER THAN 12" NOMINAL DIAMETER. 2. IN PAVED AREAS USE CRUSHED ROCK BACKFILL *FULL DEPTH OF TRENCH WHERE SEWER MAIN CROSSES PERPENDICULAR TO THE TRAVELED LANE OR DRIVEWAY. *TOP FOUR FEET INHERE SEWER MAIN RUNS PARALLEL TO THE TRAVELED LANE, UNLESS EXISTING MATERIAL IS DETERMINED BY THE ENGINEER TO BE SUITABLE FOR BACKFILL. 3. TRENCH BACKFILL BELOW TOP FOUR FEET SHALL BE NATIVE MATERIALS OR AS REQUIRED BY THE SPECIFICATIONS. AM -LAW SEW19R Wff H FOF GE MAN TYPICAL F090HL N. T.S. 4B"O ION PER BRASS SUCTION ADAPTOR CAST INTERNAL LUG FEMALE SWIVEL ADAPTOR TO CONVERT 2 I1Y NP "T" FEMALE TO - 2 112- HOSE THREAD, ELKHART MODEL NO 419 OR APPROWD EQUAL BRASS PLUG w/ CHAIN, HOSE THREAD. ELKHART MOOEL NQ311 OR APPROVED EQUAL 45' BEND, 01 CL-52 FOR NEW 8" 8"x4" REDUCER (FLxFL) FOR NEW 12" MAIN: 12"x8" REDUCER (FLxFL 8"x4" REDUCER (FLxFL) FOR NEW 16" MAIN: 16"02" REDUCER (FLxFi 12"x8" REDUCER (FLxFL 8"x4" REDUCER (FLxFL) NEW WATER MAIN FLANGE COUPLING ADAPTER J SIZE AS REQUITED TO MATCH NEW WATER MAIN GASKET f. ,. �, 8" HOPE FLANGE f \ \ ADAPT ENCASE CONNECTION 8"x 6" HOPE'-A'v..:; IN CONCRETE XISTIWG 40LF 15 is SOLE FLANGE SEINER' / FOR PVC (FLANGE x GASKET) HEAD MANUFACTURING, INC. ,,��++�� OR EQUAL F0M CnON CEMAL N. T. S. • r� x t,• � w r. �, �► t 2' a . . Q _ D.I. -S2 . a` 4- MIN., 8' MAX 2" PRESSURE TESTING ASS'Y, 4" BLIND FLANGE W/ 2" IPS TAP 2" PPE (SxS) LENGTH TO FIT 2" GATE VALVE (SxS) VALVE WRENCH EXTENTKIN BOX PER CITY OF AUBURN STAID DETAIL WAVW-1 18, �WYE PLUG VALVE, DEZURII( OR APPROVED EQUAL FOR EXIST. 8" 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) W MAIN .. ,...... .,.,.,,'LING ADAPTER. SIZE AS REQUIRED TO MATCH EXISTING WATER MAIN NOTE: BACKFLOW PREVENTION ASSEMBLY REQUI111M 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 NEW WATER MAIN LENGTH AS REQUIRED COUPLING PER CITY REQ'S MATCH NEW WATER MANY CLASS AND SIZE EX. WATER MAIN 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 f'L•Zl• 01 "TN R DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACT I!�'S CONSTRUCTION RECORDS �yaYh- BY: DATE. 9A OL TI TLE/POSI TION: Ae&i 5fiw o flI✓ CONFIRMED BY CITY DATE: PRWT REF: FAC 3 s h �m t3 it a a n N °TM g00) f� V) :3 r` _o t w Ins v LA- -3 a ri N J U EXPIRES, 1-31-1 PROJECT k4ANACIER JO Wt WRW AK84" S'�• o/ DESION ht WWWrr> , 01-4 0 VAS 4'�, DPAYM 4 'M Of 11, SEC I, 7 ._ T 22k A 89 WIB NOL.AVIM DATE VAR FJ, I S tE�� G~ SCALE Wr EXPIRES- 11-07- OL "2 FLIE NO -.. amL' LAKELAND-SO PF w 504 ZZ of 3e) 0 1D 166% LAKELAND TOWN CENTER UTILITY EASEMENT PLAN A PORTION OF THE SE. 114 OF SECTION 6, AND THE N.E.114 OF SECTION 7, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON ZZII --___ r EASUANT 70 ,lea GRAPHIC 0 25 ( IN FEET ) inch = 50 EXP R£S1 11-07-02. 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 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS TITLE/POSITION: CONFIRMED BY CITY PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS, Approved By. Date Approved: SC)2S16 If o 4l ti 3 I o 0 LO I Lo m J T Q Q z Q G O O 0 0 U U Q U d ct r`� N P F " 504 Z3 of 3-3 of 1) !A97 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET } 1 inch = 50 ft. LAKELAND TOWN CENTER COMPOSITE UTILffY PLAN A PORTION OF THE S.E. 114 OF SECTION 6, AND THE N.E.114 OF SECTION 7, TOWS 20 !NORTH, RANGE 5 EAST, W.M., CITY OF AUK PERCE COUNTY, WASHINWON s EXPIRES+ 11-07- OZ 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 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS TITLE/POSITION- CONFIRMED BY CITY PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: w � � I N I � I � I � w w v� o� Z Z Y Z Y Q � � cue CILI-Li U Q U n N .o F a Scat 2.4 of 0.1 D iG9 a � / PUMP UM N0. N0.1 0 0`0'0 0 8" DIA PVC INLET WELL / PLAN VIEW / (SHOWN LESS HOOD) SUBGRADE SHALL BE CILC YH 1 ILJIV Wavy FIRM AND UNYEILDING SCALE 1" = 2' pF Is 504 25 o F 3 v LAKELAND TOWN CENTER SANITARY SEWER PUMP STATION SITE PLAN A PORTION OF THE S.E. 1/4 OF SECTION 6, AND THE N.E. 1/4 OF SECTION 7, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M, CITY OF AUBURN, PIERCE COUNTY, WAShflNGTON 4" 0 STILLING WELL PLAN VIEW (SHOWN LESS HOOD) FLANGE ADAPTER (AS REQ'D) SLOPE @ 2% ELEV = 581.00f AWAY LEV. 580.50t 580 _ ��x\X .��/ 6' DIA. PRECAST MANHOLE, WETWELL AND PUMP CHAMBER. W/ FINISHED JOINTS ON INSIDE 578 MANHOLE STEPS (ALUMINUM OR OTHER NON -CORROSIVE TYPE LADDER) o . 574 6" DIA HDPE SDR 17 90' ELL 572 4" 0 PVC STILLING WELL ANCHORED TO WETWELL WALL ADJACENT TO LADDER AND POSITIONED TO ACCOMMODATE DRUCK PROBE SENSORS BY S&B INC., AS REQUIRED. 568 566 = 561.75 12" BEDDING OF CRUSHED SURFACING BASE COURSE t< MIN. (TYP.) - 6" CHECK VALVE w/HANDLE 60 DIA MOPE SOR 17 FUSED PIPE FORCE MAIN ELEV = 574.50t METXU TO BE EPDXY COATED APPLIED IN A FILM THICKNESS OF 6-10 M.S. 6" DIA STEEL OR DI SUCTION PIPES -*SEVER SAFE OR APPROVED EQUAL" �- 8" DIA INLET PIPE MVERT ELEV. 565.78 S&L WET WELL LEVEL CONTROL DISPLACEMENT SWITCHES WET wm ELEVATION VIEW SUBGRADE SHALL BE SCALE 1" = 2' FIRM AND UNYEILDING co Ln 578 PUMPSTATION CALLOUTS O SERVICE POLE, ELECTRICAL SERVICE PROVIDED BY PUGET SOUND ENERGY (3 PHASE, 60 CYCLES, 480 VOLT ELECTRICAL CURRENT). SERVICE POLE SHALL BE EQUIPPED WITH MAIN DISCONNECT, METER, AUTOMATIC TRANSFER SWITCH, AND APU PLUG FOR EMERGENCY GENERATOR. CONTRACTOR TO COORDINATE WITH S&B, INC. Q 4 - 3/4" CONDUIT, SCHEDULE 80 O 1" FROST FREE HOSE BIB ASSEMBLY WITH DOH APPROVED BACKFLOW PREVENTER. ® 3/4" WATER METER Q 14' CHAIN LINK GATE PER W. S.D.O. T. STANDARD PLAN L-3. O 6' TYPE 1 CHAIN LINK FENCE PER W.S.D.O. T. STANDARD PLAN L-2. Q 8"0 PVC SDR 35 ® 6" 0 HDPE SDR 17 FUSED PIPE FORCE MAIN (�g 6" 0 HDPE SDR 17 90' ELL 6" 0 HDPE SDR 17 45' ELL 9" _ MOTOR CONTROL CENTER (MCC) - BY S&B, INC. 6" - 0 1 - 2" CONDUIT, SCHEDULE 80 1' 1Q US WEST PEDESTAL (AS REQUIRED) (CONTRACTOR SHALL COORDINATE TELEPHONE SERVICE WITH US WEST) 1' TELEPHONE CABLE ENTRY RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TI TLE/POSI TION: _ CONFIRMED BY CITY DATE: GRAPHIC SCALE to 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. 580 PUMP STATION DESIGN NOTE- THIS WET WELL MOUNTED PUMP STATION IS A PROPOSED TEMPORARY FACILITY WHICH WILL BE PRIVATELY OWNED AND MAINTAINED. THE TEMPORARY STATION WILL BE IN SERVICE UNTIL CONSTRUCTION OF THE FUTURE PERMANENT STATION AS OUTLINED IN THE "SANITARY SEWER STUDY FOR THE LAKELAND HILLS DEVELOPMENT," SEPTEMBER 2000, BY SOUND ENGINEERING, INC. THE PROPOSED 6"0 FORCEMAIN AND 8"0 GRAVITY SEWER LINES WITHIN THE LAKELAND TOWN CENTER WILL FUNCTION FOR BOTH THE TEMPORARY STATION AND FUTURE PERMANENT STATION. PROJECT REF; FAC 1100-0033 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By Date Approved: %WAA �1 Q � 34858 �v Ff FBI STER��(>�� NAL EXPIRES, 11-07- DTi Z O F C0 0 O C0 W ( r 4i Qj a � v I LO I _1z)w O _Q)W IZ3 2 4u Z Y 1a.1 Z Y L4� 'U `U CCL CL r') N 011d 0 0) M CC 4 't Ln C- O d N co C�� ._ � _ L0 !� 0 N co a L` 0 N E 004 0 0'-) cc U W -j .. Z 0 a: WQ Wto U; z� O ZUJ � �=Z 0 (09 �u OWE ZaW W cn O Z� low— �3 ct Q < T J Z z WQ Q Ne/. w Q Q J W V DATE 8FALED jK EXPIMS, 1-31-' P}IOJE= MMMAIEItt�1 DELI M MEIER G.L J. EMVM J. EAVES, GLJ CFI ED MA SEC 6,7 T YO 4 R 5 E. FLE Nd f: \LAKELAND-SO\26672 DATE 4-05-0 SCALE E-V SHEET P1 OF 4 FLE NO 26672 ` LAKELAND-SO o., D 16 S 7 ELEV I 3'-0" N EL S 6" DRESS CAST IRON 6" DI PIPING { { SECTIONAL ELEVATION f%Af11 nni/ I IAr'f) LAKELAND TOWN CENTER PUMP STATION DETAIL (SMITH and LOVELESS) A PORTION OF THE S.E.1/4 OF THE 3.E.1/4 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WA31-NWGTON :RGLASS HOOD SUPPORT ,3'- 11 1 /8" 6" 3-WAY PLUG VALVE 5" L- 2" MAX S&L TO HERE SEE NOTE 3 5'-2" DISCHARGE LOCATION (3 POSITIONS) FRONT OF STATION H 1 1 /2" SERVICE ENTRANCE CONDUIT LOCATION 1 /2" AUXILIARY CONDUIT LOCATION UM Um F (t L-n- \ I E WET WELL 0 0 0 0 SOLENOID VALVE SHUT OFF VALVE � G I VACUUM PUMP AND FLOAT CHECK VALVE SERVICE AND AUXILIARY CONDUIT CONNECTION POINTS - 2 7/8" j-- 3/4„ S&L TO HERE —I 11 13/16" FOR 6" SUCTION S&L TO HERE FOR 8" SUCTION �— (2) 8" X 6" REDUCERS (BY S&L WHEN REQUIRED) 6" OR 8" DIA SUCTION PIPES (NOT BY S&L) S&L WET WELL LEVEL CONTROL DISPLACEMENT SWITCHES ELEV. 565.75 HIGH WATER ALARM (OPTION) 6" MIN ELEV. 565.00 H.L. ON 6" MIN ELEV. 564.50 r L.L. ON A I [--f I I (SEE NOTE 4) WET WELL ~ TYPICAL WET WELL (NOT BY S&L) CROSS SECTION ELEV. 563.50 PUMPS OFF O w w cn = 562.50 1'-0" MIN K REF WET WELL I.D. C -- 0 ALUMINUM TREAD PLATE MANWAY COVER WITH HINGE PLAN VIEW (SHOWN LESS HOOD) NOTES: 1. IF END OF DISCHARGE LINE IS BELOW ELEVATION OF DISCHARGE LINE AT POINT OF LEAVING WET WELL, CONSULT FACTORY. 2. IF DISCHARGE LINE IS LESS THAN 200 FEET IN LENGTH, A CHECK VALVE MAY BE REQUIRED - CONSULT FACTORY. 3. PROVIDE 60' SLOPE IN WET WELL, AS REQUIRED. 4. VOLUME IN GALLONS BETWEEN L.L. ON AND L.L. OFF SHOULD EQUAL PUMPING RATE IN GPM. 5. PUMP MOTORS - 20 HP MAXIMUM. 6. MAXIMUM CAPACITY - 800 GPM. 7. COPYRIGHT (c) 1994,1996 SMITH & LOVELESS INC. 87C406/A PUMP NOTE: STATION TO BE EQUIPPED WITH 2-4828 PUMPS RUNNING AT 900 RPM AND CONNECTED TO 2 HP MOTORS. S.7I _ . EXPIRES: 11-07—V?, RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY PROJECT REF: FAC DA TE: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. i Approved By. Dote Approved: .Sh.1-J&4 0 0 0 w w o cr r �u W ZD J :D I CL CL U Q U � H PF 0 SO4 zb Of siv 0;x01GS7 V; V� A L T1 I MCC ENCLOSURE NOTE: THE MCC AND TELEMETRY SYSTEMS SHOWN HEREON HAVE BEEN DESIGNED TO FUNCTION FOR BOTH THE TEMPORARY STATION AS WELL AS THE FUTURE PERMANENT STATION. NOT ALL OF THE FEATURES AND SYSTEMS DEPICTED ON THIS PLAN WILL BE ACTIVE FOR THE TEMPORARY STATION. CONSULT WITH S&B, INC. FOR DETAILS. RECORD DRAWING CERTIFICATION PROJECT REF: FAC 0-0033 f e THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WfiH BY: THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. DA TE: TITLE/POSITION: Approved By J J CONFIRMED BY CITY DATE: Date Approved: .S 2 SA O( NOTES: 1� THIS MCC WILL BE USED FOR A TEMPORARY PUMP STATION UNTILL THE PERMANENT STATION IS INSTALLED. TEMPORARY PUMPS ARE 2 HP. OL'S WILL BE FURNISHED FOR BOTH 2 AND 20 HP. KVAR'S WILL REMAIN DISCONNECTED UNTIL 20 HP. PUMPS ARE INSTALLED. Q EQUIPMENT NOT REQUIRED OR FURNISHED AS PART OF TEMPORARY STATION. (1 EQUIPMENT PROVIDED BY OTHERS, NOT INCLUDED IN S&B PROPOSAL PF * Soo 2� ` 3 02P)697 DISCONNECT � METERING I O O ATS UTILITY OFF ON n n rKW KVAR 1 100A 00A P1 P4 PS L — — — � P7 K GEN RECEPTACLE P2 P6 P3 K 0- 1- OOA MCC 480V 30 4W 22K AIC d� 15A b� 40A b� 40A d� 20A POWER METER p 1 7.5 KVA 0 T-EP N L — 2 T T � i P8 3/4 5 BLOWER NOTES: 1]) THIS MCC WILL BE USED FOR A TEMPORARY PUMP STATION UNTILL THE PERMANENT STATION IS INSTALLED. 2 TEMPORARY PUMPS ARE 2 HP. OL'S WILL BE FURNISHED FOR BOTH 2 AND 20 HP. KVAR'S WILL REMAIN DISCONNECTED UNTIL 20 HP. PUMPS ARE INSTALLED. O EQUIPMENT NOT REQUIRED OR FURNISHED AS PART OF TEMPORARY STATION. T1 EQUIPMENT PROVIDED BY OTHERS, NOT INCLUDED IN S&B PROPOSAL 7 FUTURE ' PNL-2 FUTURE S&L STATION RECORD DRAWING CERTIFICATION PROJECT REF: FAC '00-0033 V- a.y •� THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH BY. THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. DATE: TITLE/POSITION: Approved By..liw.� CONFIRMED BY CITY DATE. Date Approved:Jw Pr " SO4 _ 2u ol- _3_v ©01D1657 3/4" LAKE TAPps PARKWAY " I / No"� „ter 3/4 2 I :::: —7 1.17 1" 53 ` 1. MAN 2* 3/4» 11 3 " _ 3/4» 3/4" 1" I 51 12.e9 1" xx 1-1/2" FUTURE 4 2" 1 r � 50 xx 1-1/2" BLDG . G , " 3 ,3.111E i I f � 49 3/4» I1 ' xx ' /a" L I �I 34" /4\ �_ ST r- 3/4" BUILDING F 3/4" 3/4" 3/4" 3/4" "--, 11 "-, i `I-1 3/4" I—T— — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 1-1 /4" 29.24 1-1/2" 1" 1" 3/ 1 " --1 OV Ir3/4" 11/4" 1"" 3/4" I 3/4 -� 3 4" % I 3 4" 3/4 / L J 3/4 / [3/ 3/4" 3/ 3/4" 4" 1" T48 7.4 1" I 1„ I 1 2" I ,» 1" 47 2» 2 3/4 4a67 1-1/2" I 1» I 3/4 3/4" 1 1 I I I I I i I i, 2" I I 1 /4 4s r � xx 1-1/2 „ _ _ 45 FUTURE ' xx 1-1/2 BLDG . H 1 ' 44 I I xx 1-1/ .� 3/4" I I I 1 3/4" I i I FUTURE W& MMI 3/4" 2„ I 1 POC 2 0 C CONTROLLER 2 7R VALVES #2 T053 1-1 /4" 1" 2» MATCHLINE SEE L—1. 3/4" 1 \--i/4" U3/4" 1 3/4» 3/4" 3/4" 1-1 /4" 1 1 /4" 1" 1" 3/4» I I I I » 3/4" rl 1 " C 3/4" 2 3/4" r-1 " 1" 3/4" 3/4" 'Z /A" 3/4" Lij V) 3/4" 3/4" 120 Belmont Ave. E. Seattle, WA 98102 Tele:206.322,0672 Fax:206.322.1401 •oma cv E C � � c c 3� o cc �- C C � � O CM 0 J „Foot / O Fo t A'1 A1104 O N L, PROJECT REF: FAC 00-0033 THESE PLANS PLANS CONFORM WITH THE CITY OF AUBURN'S PLANNING ARTMENT MINIMUM LANDSCAPE STAND - 3 Approved Approved: ■ CONSULTANTS RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: -- E REvrsans NOTE: REFER TO L-1.5 FOR IRRIGATION DETAILS & SCHEDULE 0 10 20 40 SCALE. 1" — 20' — 0" NO.: DATE: DESCRIPTION: 05.03.01 Gs per City of �uburn comments ■ PROJECT NUMBER: 2016 DATE: 02.01.01 DESIGNED: DRAWN: 18 RH CHECKED: WAKS APPROVED: ■ SHEET TITLE � IRRIGATION PLAN AREA A (?■ SHEET NUMBER L = to 1 0a . , , % . ► A . / r- A lr% "T" PF 4 so 30 a f 3', 13 ' 31.54 1-1/2' 3/41 1 1 3/4"1 1" 1 3/4- 1-1/4 r� 3/4" 2" 3/4" f Q 13/4- 1-1/47 PROJECT REF: FAC # 00-0033 THESE PLANS PLANS CONFORM IM'TH THE CITY OF AUBURN'S PLANNING ARTMENT MINIMUM LANDSCAPE STAND . Approved RECORD DRAiMM CERTIFICATI0N THESE DRAWNGS COWORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS go DATE: TITLE/POSITION: _ CONFIRMED BY CITY c DATE: NOTE: REFER TO L-1.5 FOR IRRIGATION DETAILS & SCHEDULE 0 10 20 40 SCkE: 1 " = 20' - 0" br 00 -I-- cmm ..�,�� �_ 1= cn n E Cd M. 0 C > cc d Cc cc cu cu C� ■ REwsrows � 1 » • .#, I I PROJECT NUMBER: 2016 DATE: ar.01.a1 DESIGNED: Lms DRAWN: 0 RH CHECKED: t ' rww APPROVED: • sir tmE r■--- �� IRRIGATION PLAN AREA B ■ SHEET NUMBER L=lo2 M 3/4" _ FUTURE WAIi.KWA 3/4" -- �_ I POC 2 C LLE2 2" I VAL #2 TO 53 1-1 /4" 3/4" 3/4 ATCHLINE SEE L. 2" 1 3/4" 1„ 3/4„ 3/4" 1„ 1 I 43 3/4" 3/4" 3/4 3/4" " 1 1-1/4" 1 2" I 2 22.ao 1" 1 _ 1 I 1 1 xx 1-1/2" I 3/4" I 3/4" — — — 3/4 1 , I 1-1/2"--------------- .72 1-11 _ I ❑ ❑tab— ❑ ❑ ❑ ❑ �� 41 1-1/4 1 34/2' 3/4 r--------J I p--�--`� ❑ ❑ I Io 1 3/4» 3/4»-1-------------------� L-1----- I 1 I �i- 40ANI2©.55 1' 1 ^ 1 " 3/4" 1-1 /2" � I 2 I 1-1/2" / -_1--_.F U U R E I I BLDG. A 7741 I xx -i 3/4" 3/4" 3/4" r BUILDING B xx 1-1/2 3/4" 3/4" 3/4 3/4" i 1000, j 1- /4" 1" 3/4 1" 3/4" N1%1 \ 1" -1/2 1 2"-�=-�`� 2" 4& 1-1/2' \ 3/4" 3/4" \ 3/4" 3/4" 3/4» 1 " `3/4" dft 1" 3/4» 1 » 2" PFaSp4 31of3J A f w w M w z Q —1-1/4" --1-1 /2" `°-1» 35 02 » 45.E 1-1/2. - - (- 2» =j PROJECT REF: FAC f 00-0033 THESE PLANS PLANS CONFORM WITH TH THE CITY OF AUBURN'S PLANNING ARTMENT MINIMUM LANDSCAPE STAND Approved B Da pproved: RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: i NOTE: REFER TO L-1.5 FOR IRRIGATION DETAILS & SCHEDULE 0 10 20 40 SCALE: 1 " = 20' - 0" 120 Belmont Ave. E. Seattle, WA 98102 Teie:206.322.0672 Fax:206.322.1401 co O CJ cm .�.... C E © n7 1- O > < O 4) cc J ~ ■ RtMsrors NO.: DATE: DESCRIPTION: 05.03.01 cis P*r OAY of Aubum comments ■ PROJECT R: ii1 DATE: W.01.01 DESIGNED: t.�IIS DRAWN: Is mi CHECKED: LMS/AKS APPROVED: IRRIGATION AREA C D f4" — 2" J / 3/4nJ / 3/4" / 3/4" i „ J 3/4" J 1 2s J xx ,-,/2" / J 30 AN11 J xx ,-" 31►' 3/4nJ xx ,-,/2- 3/4" J v 4� x32 J / J / J J - 2" -y ,J 3/4 /47 / J / 2" 3/4% 3/4 J J '3/4" F©L lk -iij a o & PROJECT REF: FAC 1 00-0033 THESE PLANS PLANS CONFORM NTH THE CITY OF AUBURN'S PLANNING MINIMUM LANDSCAPE STAND Approved RECORD DRAWING CERTIFICATION THESE DRAWINGS 'CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. - DATE: TITLE/POSITION: _ CONFIRMED BY CITY h; DATE: NOTE: REFER TO L-1.5 FOR IRRIGATION DETAILS & SCHEDULE 0 10 20 SCALE: 1' = 20' - 0' all r11 120 Belmont Ave. E. Seattle, WA 98102 Tele:206.322.0672 Fax:206.322.1401 C .ram cc Gi E c p C > cc �.�. Q� ca ta L� ■ COONSULTAM ■ ! _A O DATE: PROJECT NUMBER: 20" DATE: M01.01 DESIGNED: ll5 DRAWN: CHECKED: LOOP - APPROVED: i r R O PLAN in AREA D Lmls4 ?F %' Soo 3Z °(- 3 b o�- b i6 57 SERVICE LINE - SEE CIVIL IRRIGATION DEDUCT METER NOTE: DOUBLE CHECK VALVE 1. INSTALL Y-PATTERN DCVA ON SIDE SHUT OFF VALVE WITH TESTCOCKS FACING UPWARDS. MAINLINE 2. PROVIDE THREADED PLUGS IN ALL TESTCOCKS, 11 1 2" M 1 2" 3. DVCA MUST INCLUDE (2) RESILIENT 1/2' , 1/2° SEATED SHUT-OFF VALVES. 4. WATER QUALITY SECTION MUST TEST ct AND CERTIFY BEFORE USE. COOR. W/ OWNER. 1" MANUAL DRAIN SCHEMATIC PIPING PLAN 1 " QUICK COUPLER „JUMBO" VALVE BOX - FINISH GRADE W/ EXTENSION aC 1 " QUICK J it 0 z COUPLER — r NIPPLE, TYP-- MANUAL ❑ DRAIN N TEE -- `C) '-SHUTOFF CN VALVE GRAVELNIXON! poi PREVENTER 6_ SEE NOTES ale, DEPTH, J, POINT NO SCALE FINISH GRADE QUICK COUPLER VALVE WITH LOCKING LID G.I.P. RISER / NIPPLE 90° G.I.P. ELL G.I.P. NIPPLE 90° G.I.P. ELL G.I.P. RISER (45° MAX. ANGLE FROM HORIZONTAL) 90' G.I.P. ELL G.I.P. NIPPLE PVC SUPPLY LINE PVC TEE OR ELL QUICK COUPLER VALVE BOX - PVC NIPPLE 90° PVC ELL PVC NIPPLE PVC TEE OR ELL NZ VALVE PVC BUSHING AS REQ'D. PVC MAINLINE CONTROL WIRE REMOTE CONTROL VALVE SCALE: SCALE AS SHOWN FLUSH GRADE PVC LATERAL LINE PVC MALE ADAPTER PVC NIPPLE 2 C.F. 1-1 2" MINUS GRAVEL SUM FINISH GRADE :r__ 1" SPRAY HEAD 90° ELL -BARBED FITTING - SIZE TO MATCH SPRAY HEAD INLET, TYP. SWING PIPE OR FUNNY PIPE 18" MAX. LENGTH PVC LATERAL LINE TYP RISER ASSEMBLY SCALE: SCALE AS SHOWN 't j SCALE: SCALE AS SHOWN LEGEND SYMBOL MANUFACTURER/MODEL NUMBER LOCKING LID - PVC NIPPLE TORO- 570Z- MPR-S-PC SERIES (2" DIA.) PVC TEE (2" DIA) n a TORO- 570Z- MPR-8-PC SERIES 7 - PVC LATERAL OR MAINLINE PVC TE aiz�a TORO- 570Z-MPR-8-PC SERIES PVC NIPPLE OR ELL PVC BUSHING (6" LONG X 2" DIA. AS REQ'D. PVC NIPPLE ®® TORO- 570Z-MPR-10-PC SERIES (2" DIA.) 90° G.I.P. ELL MANUAL DRAIN VALVE a TORO- 570Z- MPR-12-PC SERIES G.I.P. NIPPLE PVC STREET - "' 4 C.F. 1-1/2" MINUS 2�ka TORO- 570Z- MPR-15-PC SERIES ELL GRAVEL SUMP FILTER FABRIC COVER Em TORO-57OZ-MPR-EST-PC OVER STREET ELL OPENING 0 TORO-570Z-MPR-SST-PC MANUAL DRAIN VALVE SCALE: SCALE AS SHOWN in° TORO- 570Z- MPR-5-PC SERIES PVC TEE OR ELL 90° ELL -BARBED FITTING REMARKS 6" PLASTIC POP-UP; 5' RADIUS AT 30 PSI INSTALL AS PER DETAIL 6" PLASTIC POP-UP; 6' RADIUS AT 30 PSI INSTALL AS PER DETAIL 6" PLASTIC POP-UP; 8' RADIUS AT 30 PSI INSTALL AS PER DETAIL 6" PLASTIC POP-UP; 10' RADIUS AT 30 PSI INSTALL AS PER DETAIL 6" PLASTIC POP-UP; 12' RADIUS AT 30 PSI INSTALL AS PER DETAIL 6" PLASTIC POP-UP; 15' RADIUS AT 30 PSI INSTALL AS PER DETAIL 6" PLASTIC POP-UP; 4'X15' PATTERN AT 30 PSI INSTALL AS PER DETAIL 6" PLASTIC POP-UP; 4'X15' PATTERN AT 30 PSI INSTALL AS PER DETAIL 12" PLASTIC POP-UP; 5' RADIUS AT 30 PSI INSTALL AS PER DETAIL d6 �� TORO- 570Z- MPR-8-PC SERIES 12" PLASTIC POP-UP; 6' RADIUS AT 30 PSI INSTALL AS PER DETAIL 06� TORO- 570Z- MPR-8-PC SERIES 12" PLASTIC POP-UP; 8' RADIUS AT 30 PSI INSTALL AS PER DETAIL •iMad TORO- 570Z- MPR-10-PC SERIES 12" PLASTIC POP-UP; 10' RADIUS AT 30 PSI INSTALL AS PER DETAIL ®® TORO- 570Z- MPR-12-PC SERIES 12" PLASTIC POP-UP; 12' RADIUS AT 30 PSI INSTALL AS PER DETAIL TORO- 570Z- MPR-15-PC SERIES 12" PLASTIC POP-UP; 15' RADIUS AT 30 PSI INSTALL AS PER DETAIL ® TORO-57OZ-MPR-SST-PC 12" PLASTIC POP-UP; 2'X6' PATTERN AT 30 PSI INSTALL AS PER DETAIL • TORO-57QZ-MPR-EST-PC 12" PLASTIC POP-UP; 4'X15' PATTERN AT 30 PSI INSTALL AS PER DETAIL o TORO-57OZ-MPR-SST-PC 12" PLASTIC POP-UP; 030' PATTERN AT 30 PSI INSTALL AS PER DETAIL m TORO-57OZ-MPR-SST-PC 12" PLASTIC POP-UP; 9'X18' PATTERN AT 30 PSI INSTALL AS PER DETAIL v TORO-570Z-FB-25-PC 12" PLASTIC POP-UP; FLOOD BUBBLER NOZZLE INSTALL AS PER DETAIL RAINBIRD 3RC 3/4" QUICK COUPLING VALVE; INSTALL PER DETAIL. WEATHERMATIC 11000 CR SERIES CONTROL VALVE; SIZE AS INDICATED ON DRAWING. INSTALL AS PER DETAIL. LATERALS - PVC CLASS 200, SIZE AS INDICATED ON DRAWING. MINIMUM SIZE 3/4". MINIMUM 18" COVER. �. MAINLINE - PVC SCHEDULE 40, SIZE AS INDICATED ON DRAWING. MINIMUM SIZE 3/4". MINIMUM 24" COVER. © WEATHERMATIC SL30 W/ MRMP 30 STATION CONTROLLER W/ METAL CABINET, PEDESTAL (2 REQUIRED) INSTALL ON 24" x 24" x 24"DEPTH CONC FOOTING. PROVIDE CONDUIT AS REQUIRED FOR WIRING. INSTALL PER MANUFACTURER'S INSTRUCTIONS. FIELD VERIFY LOCATION WITH OWNERS REP. BACKFLOW PREVENTER ASSEMBLY EQUIPMENT REQUIRED AT POINT OF CONNECTION: FEBCO 805Y 1" BRONZE BODY DOUBLE CHECK BACKFLOW PREVENTER. INSTALL PER DETAIL. MANUAL GATE VALVE SEE SPECIFICATIONS. MANUAL DRAIN VALVE SEE SPECIFICATIONS. INSTALL PER DETAIL. BUCKNER QB75C10 1" QUICK COUPLING VALVE; INSTALL PER DETAIL. NOTES: 1. PRIOR TO START OF CONSTRUCTION, VERIFY 60 GPM AT 60 PSI AT POINT OF CONNECTION. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. 2. SLEEVING (NOT SHOWN ON DRAWINGS) IS REQUIRED FOR ALL IRRIGATION AND CONTROL WIRE UNDER ALL PAVEMENTS, WALLS, ETC. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SIZE OF ALL SLEEVING REQUIRED FOR COMPLETE INSTALLATION OF WORK. SLEEVING SHALL BE PVC SHEDULE 40 PIPE. 3. MAINLINE SHOWN RUNNING PARALLEL TO PAVING EDGE SHALL BE INSTALLED IN ADJACENT PLANTING AREAS AND NOT UNDER PAVEMENT. 4. ALL SLEEVES SHALL BE 2X THE DIAMETER OF INSERT PIPES UNLESS OTHERWISE NOTED. fl K k4 Fa f-#f4'R0-) 0 ou I PROJECT REF: FAc # 00-0033 THESE PLANS PLANS CONFORM WITH THE THE CITY OF AUBURN'S PLANNING ',DEPARTMENT MINIMUM LANDSCAPE STANDW. Approved B% De`'Approved: RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: _ CONFIRMED BY CITY DATE: 120 Belmont Ave. E. Seattle, WA 98102 Tele:206,322,0672 Fax:206,322.1401 L a CD- o 0 U CM �--. E 0 Q_ 0 C > O -C:) 0 CC �.�. = Q O Q� CM CC Cz Cz J OC ■ CONSULTANTS ■ REVISIONS NO.: DATE: DESCRIPTION: 05.03.01 as per City of Auburn comments PROJECT NUMBER: 2016 DATE: 02.01.01 DESIGNED: LMS DRAWN: IB RH CHECKED: LMS/AKS APPROVED: ■ SHEET TITLE IRRIGATION DETAILS & SCHEDULE ■ SHEET NUMBER— L-1.5 3,6 o�.D1b57 PROJECT REF: FAC 1 00-0033 THESE PLANS PLANS CONFORM NTH THE THE CITY OF AUBURN'S PLANNING DEPARTMENT MINIMUM LANDSCAPE STANDAR Approved By: Ca 64 Date Approved: RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: NOTE: REFER TO L-2.5 FOR PLANTING DETAILS & SCHEDULE 0 10 20 40 SCALE: 1" = 20' — 0' 120 Belmont Ave. E. Seattle, WA 98102 Tele:206.322.0672 Fax:206.322.1401 cu C.2. 0o cm .�...� C tt)E c C L > cis cc cc cc cc� ■ CONSULTANTS r PROJECT NUMBER: 2016 DATE: 02.01.01 DESIGNED: LMS DRAWN: 8 CHECKED: AKS APPROVED: ■ SHEEf TITLE PLANTING PLAN AREA A L=2ol O;L () I rb 5' - 7'-0" PROJECT REF: FAC 1 00-0033 THESE PLANS PLANS CONFORM WITH THE THE CITY OF AUBURN'S PLANNING DEPARTMENT MINIMUM LANDSCAPE STANDARDS. Approved By. Date Approved: RECORD DRAWING CERTIFICAT" THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: - CONFIRMED BY CITY W W cn c DATE: NOTE: REFER TO L-2.5 FOR PLANTING DETAILS & SCHEDULE 0 10 20 SCALE: 1 " = 20' - 0" Ell 120 Belmont Ave. E. Seattle, WA 98102 Tele: 206.322.0672 Fax:206,322.1401 b. Q) >_1 C- ..�.+ ca Q O C U) O ca -tom c .� < 0 cm cc L cv .J ~ t:.I•_ .AIL► I NO.: DATE: - ,A ■ PROJECT NUMBER: 2016 DATE: O.01.01 DESIGNED: us DRAWN: 0 RM CHECKED: L AMCS APPROVED: ■ ShhIEEET TITiF � PLANTING PLAN AREA B ■ SHEET NUMBER L=2v2 pF * Soo 35 of 33 oxD 1657 PROJECT REF: FAC 1 00-0033 THESE PLANS PLANS CONFORM WITH THE THE CITY OF AUBURN'S PLANNING DEPARTWNT MINIMUM LANDSCAPE STANDARDS. Approved By. — L — �. Date Approved: 45,0 f'q '',O RECORD DRAWING CERTIFICATION THESE DRAW 4GS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: NOTE: REFER TO L-2.5 FOR PLANTING DETAILS & SCHEDULE 0 10 20 40 SCALE: 1 " = 20' - 0" [30] 120 Belmont Ave. E. Seattle, WA 98102 Tele:206.322,0672 Fax:206.322.1401 L CU► C �r cc - � C1 00 m 3 E o cu 0— v C � � O Q cc ca J � ■ CONSULTANTS -_rill '' kii PROJECT NUMBER: 2016 DATE: 02.01.01 DESIGNED: LMS DRAWN: IB RH CHECKED: LMS/AKS APPROVED: ■ SHEET TITLE � PLANTING PLAN AREA C ■ SHEET NUMBER L=203 PF * Sai 36 ot 33 OXV1657 ---i -.I-.----._,....—_..-----..---------------- 0 0 0 0 1�1Lo I 1 ------------------------------- BUILDING B WIM& 41 FU--KURb 41 9 PROJECT REF. FAC 100-0033 THESE PLANS PLANS CONFORM MTH THE THE CITY OF AUBURN'S PLANNI!NG DEPARTMENT MINIMUM LANDSCAPE STANDARDS. Approved By Lot Date Approved: RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. - DATE: TITLE/POSITION: CONFIRMED BY CITY A r iA no- - DATE: NOTE: REFER TO L-2.5 FOR PLANTING DETAILS & SCHEDULE 0 10 20 SCALE: 1 " = 20' - 0" M 4 120 Belmont Ave. E. Seattle, WA 98102 Tele: 206,322,0672 Fax: 206.322.1401 LM CDL E 0 0 0 -I--- cm 3 N E ca C-X 0 0 � > cc o cm CIO cc umi N CONSULTNM 0 1 1 NO.: DATE: DESCRIPTIM: 05.03.01 as per City Of Aubum comments ■ PROJECT NUMBER: 2MG DATE: 0"11.01 DESIGNED: Lms DRAWN: CHECKED: APPROVED: N SHEET DU PLANTING PLAN AREA D Pr w% So4 31 of 33 01 D irosi B&B: REMOVE ALL STRINGS, , TWINE & SYNTHETIC WRAP, STAKING &GUYING REQ D ON TREES FOLD NATURAL BURLAP 5' & TALLER: (2) BVC LODGEPOLE UNDER OR REMOVE. STAKES (HIGGINS CORP. - (453-836-4643) INSTALL VERTICAL COMPACT ALL BACKFILL B SECURE TREE TRUNK TO STAKES HAND METHODS -AND WATER WITH CHAINLOCK #2 BY LISTER TO REMOVE ALL VOIDS PLANT WITH ROOT CROWN AT OR UP TO 2" ABOVE FINISH GRADE. SPREAD ROOTS FOR NATURAL SPREAD & DISTRIBUTION 2" DEPTH MULCH FINISH CREATE WATER BASIN GRADE ...� i-- PLANTING PIT BACKFILL B&B: REMOVE ALL STRINGS, TWINE & SYNTHETIC WRAP, FOLD NATURAL BURLAP UNDER OR REMOVE. COMPACT ALL BACKFILL BY HAND METHODS AND WA TO REMOVE ALL VOIDS .................. FINISH *'*** k GRADE =� - STAKING & GUYING REQ'D ON TREES 5' & TALLER: (2) BVC LODGEPOLE STAKES (HIGGINS CORP. - (453-836-4643) INSTALL VERTICAL SECURE TREE TRUNK TO STAKES WITH CHAINLOCK #2 BY LISTER PLANT WITH ROOT CROWN AT OR UP TO 2" ABOVE FINISH GRADE. SPREAD ROOTS FOR NATURAL SPREAD & DISTRIBUTION 2" DEPTH MULCH CREATE WATER BASIN PLANTING PIT BACKFILL 11, 111 w - cn w _ - y I - EXCAVATE PIT 12„ DEEPER & TWICE Of I _I 1 i — & EXCAVATE PIT 12 �� DEEPER TWICE I i iiiii` �i��i��i��i� `: 11= THE DIAMETER OF THE ROOT BALL OR THE DIAMETER OF THE ROOT BALL OR ROOT SPREAD. SCARIFY SIDES AND ROOT SPREAD. SCARIFY SIDES AND _ _ BOTTOM OF PIT BY SHOVEL CUTTING. 12" _ -_ _ - ' - -ACCEPTABLE II=11 I I BOTTOM OF PIT BY SHOVEL CUTTING. ANGLE SIDES, VERTICAL SIDES NOT ANGLE SIDES, VERTICAL SIDES NOT IF WATER ENCOUNTERED, RAISE IF WATER ENCOUNTERED, RAISE ACCEPTABLE BOTTOM OF PIT ABOVE WATER COMPACTED NATIVE SOIL BOTTOM OF PIT ABOVE WATER COMPACTED NATIVE SOIL LEVEL. AT SURFACE, FEATHER MOUND TO SUPPORT TREE LEVEL. AT SURFACE, FEATHER MOUND TO SUPPORT TREE MOUND INTO SURROUNDING GRADE MOUND INTO SURROUNDING GRADE TYP TREE PLANTING - DECIDUOUS TYP TREE PLANTING -IIIIIIIIII CONIFEROUS SCALE: AS SHOWN EDGE OF ROADWAY I SECTION - BOULEVARD SCALE: AS SHOWN ';PFCIFIFD BEET TREE AS SPECIFIED ,DDED LAWN RUB PLANTING AS SPECIFIED DEPTH MULCH NCRETE SIDEWALK ZIGATION LATERAL LINE INTINUOUS DEEP ROOT BARRIER iERE INDICATED ON PLAN ANTING PIT BACKFILL ►MPACTED BACKFILL X 12' 20 MIL. PVC LINER, :NTERED AT EACH TREE, TYP. SURFACE OF UTILITY VE BACKFILL ILITY TRENCH �1/2 SPECIFIED SPACING PAN EDGE OF PLANTING AREA TYP SHRUB/GROUNDCOVER LAYOUT SCALE: AS SHOWN SCALE: AS SHOWN LEGEND SYMBOL BOTANICAL/COMMON NAME ACER CAMPESTRE 'QUEEN ELIZABETH'/ HEDGE MAPLE ACER PLATANOIDES' COLUMNARBROAD'/ PARKWAY MAPLE CALOCEDRUS DECURRENS/ INCENSE CEDAR CERCIDIPHYLLUM JAPONICUM/ KATSURA TREE FRAXINUS PENNSYLVANICA 'SUMMIT'/ SUMMIT ASH GLEDITSIA TRIACANTHOS 'HALKA'/ HALKA HONEY LOCUST PINUS SYLVESTRIS/ ''A�ap4 SCOTCH PINE PINUS SYLVESTRIS 'FASTIGIATA'/ COLUMNAR SCOTCH PINE PYRUS CALLERYANA 'CHANTICLEER'/ CHANTICLEER MAPLE PYRUS CALLERYANA 'REDSPIRE'/ REDSPIRE PEAR RHUS TYPHINA/ STAGHORN SUMAC A� ARBUTUS UNEDO 'COMPACTA'/ COMPACT STRAWBERRY TREE ARCTOSTAPHYLOS UVA-URSI/ KINNIIKINNICK co CAREX MORROWII EXPALLIDA/ VARIGATED JAPANESE SEDGE CEANOTHUS 'JULIA PHELPS'/ WILD LILAC (D CHOISYA TERNATA/ MEXICAN ORANGE O CISTUS HYBRIDUS/ WHITE ROCKROSE © COTONEASTER LACTEUS/ PARNEY COTONEASTER O HEBE GLAUCOPHYLLA/ NCN B&B: REMOVE ALL STRINGS TWINE & WRAP COMPACT ALL BACKFILL BY HAND METHODS AND WATER TO REMOVE ALL VOIDS 0 SHRUBS 4' & TALLER, PLANT AS PER TYP. TREE PLANTING PLANT SO THAT ROOT MASS IS AT OR SLIGHTLY ABOVE FINISH GRADE. SPREAD ROOTS FOR NATURAL SPREAD & DISTRIBUTION 2" DEPTH MULCH, REDUCE DEPTH AT FOILAGE CREATE WATER BASIN /,—PREPARED PLANTING BED 111� - 111 PLANTING PIT BACKFILL EXCAVATE HOLE 3" DEEPER & -111= 3 TIMES THE DIAMETER OF THE ROOT MASS. SCARIFY —III= SIDES OF PIT BY SHOVEL CUTTING COMPACT NATIVE SOIL UNDER PLANT TO AVOID SETTLING TYP CONT/B&B SB PLANTING. SCALE: AS SHOWN SIZE REMARKS 2" CAL.,12'-14' MATCHED FORMS ® HELICTOTRICHON SEMPERVIRENS/ HT., B&B UNIFORMILY BRANCHED BLUE OAT GRASS ABOVE &BETWEEN 5'-6' � ILEX CRENATA 'CONVEXA'/ 1 3/4" CAL.,12'- MATCHED FORMS JAPANESE HOLLY 14' HT., B&B UNIFORMILY BRANCHED 0 ILEX CRENATA 'GREEN LUSTER' ABOVE & BETWEEN 5'-6' JAPANESE HOLLY 6' HT., B&B UNIFORMILY BRANCHED O LAVANDULA 'PROVENCE'/ TO BASE PROVENCE LAVENDER 10'-12' HT. MULTI -STEMMED LIRIOPE MUSCARI/ B&B SPECIMENS AS APPROVED BLUE LILYTURF MAHONIA REPENS/ 1 3/4" CAL.,12'- MATCHED FORMS CREEPING MAHONIA 14' HT., B&B UNIFORMILY BRANCHED ABOVE & BETWEEN 5'-6' MISCANTHUS SINENSIS 'MORNING LIGHT'/ EULALIA GRASS 2" CAL.,12'- MATCHED FORMS 14 HT., B&B UNIFORMILY BRANCHED Q MISCANTHUS SINENSIS 'YAKU JIMA'/ ABOVE & BETWEEN 5'-6' EULALIA GRASS 6' HT., B&B UNIFORMILY BRANCHED ® NANDINA DOMESTICA/ TO BASE HEAVENLY BAMBOO PENNISETUM ALOPECUROIDES 'HAMELN'/ 6' HT., B&B UNIFORMILY BRANCHED DWARF FOUNTAIN GRASS TO BASE 2" CAL.,12'- MATCHED FORMS © PHORMIUM TENAX 'VARIEGATUM'/ 14' HT., B&B UNIFORMILY BRANCHED VARIEGATED NEW ZEALAND FLAX ABOVE & BETWEEN 5-6' 00000Qo PINUS MUGO MUGHUS 2" CAL.,12'- MATCHED FORMS DWARF MUGO PINE 14' HT., B&B UNIFORMILY BRANCHED PITTOSPORUM 'WHEELER'S DWARF' ABOVE &BETWEEN 5'-6' � WHEELER'S DWARF PITTOSPORUM PRUNUS LAUROCERACUS 'OTTO LUYKEN'/ 5' HT., B&B MIN. (3) STEM CLUMPS OTTO LUYKEN LAUREL 21 "-24" HT/SPRD. FULL & BUSHY ROSMARINUS OFFICINALIS 'PROSTRATUS'/ 5 GAL. CONT. PROSTRATE ROSEMARY 1 GAL. CONT. MULTI -LEADERS, ® ROSMARINUS 'TUSCAN BLUE'/ HARDENED GROWTH TUSCAN BLUE ROSEMARY 24" O.C. TRIANG. SPACING SARCOCOCCA HOOKERANA HUMILIS/ NCN 1 GAL. CONT. COMPACT ® VIBURNUM DAVIDII/ 2 GAL. CONT. COMPACT, HARDENED GROWTH DAVID'S VIBURNUM 15"-18" HT/SPRD 4' O.C. TRIANG. SPACING ® VIBURNUM DAVIDII/ 2 GAL. CONT. COMPACT TO BASE, STURDY DAVID'S VIBURNUM 15"-18" HT/SPRD TRUNK, HARDENED GROWTH 1 GAL. CONT. BUSHY TO BASE (D VIBURNUM TINUS 'SPRING BOUQUET'/ 3' O.C. TRIANG. SPACING LAURUSTINUNS 2 GAL. CONT. COMPACT TO BASE O VIBURNUM PLICATUM VAR.TOMENTOSUM 15"-18" HT/SPRD 4' O.C. TRIANG. SPACING 'MARIESII'/ MARIE'S DOUBLEFILE VIBURNUM 1 GAL. CONT. COMPACT TO BASE, SODDED LAWN HARDENED GROWTH PROJECT REF: FAC # 00-0033 THESE PLANS PLANS CONFORM WITH THE THE CITY OF AUBURN'S PLANNING DEPARTMENT MINIMUM LANDSCAPE STANDARDS. Approved B .Lit PP Y' �2 �o Date Approved: RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY, DATE: TITLE/POSITION: _ CONFIRMED BY CITY DATE: 1 GAL. CONT. COMPACT CLUMPS 30" O.C. TRIANG. SPACING 21 "-24" HT/SPRD COMPACT TO BASE, B&B 30" O.C. TRIANG. SPACING 12"-15" HT/SPRD COMPACT B&B OR CONT. 1 GAL. CONT. COMPACT, SHEARED, HARDENED GROWTH I GAL. CONT. COMPACT CLUMPS 18" O.C. TRIANG. SPACING 1 GAL. CONT. BUSHY & DENSE 8"-10" HT/SPRD 30" O.C. TRIANG. SPACING 2 GAL. CONT, VIGOROUS ESTABLISHED CLUMPS, HARDENED GROWTH 2 GAL. CONT. VIGOROUS ESTABLISHED CLUMPS, HARDENED GROWTH 2 GAL. CONT. BUSHY, MULTI -CANED, 18"-21" HT. HARDENED GROWTH 1 GAL. CONT. VIGOROUS ESTABLISHED CLUMPS, HARDENED GROWTH 24" O.C. TRIANG. SPACING 5 GAL. CONT. SYMMETRICAL, ESTABLISHED CLUMPS 10" HT./SPRD. SELECTED SHORT NEEDLE B&B DWARF FORMS AS APPROVED 2 GAL. CONT. COMPACT TO GRADE, 12"-15" HT/SPRD HARDENED GROWTH 1 GAL. CONT COMPACT TO GRADE, HARDENED GROWTH 3' O.C. TRIANG. SPACING 1 GAL. CONT. COMPACT GROWTH, 15"-18" SPRD. HARDENED 2 GAL. CONT. BUSHY TO BASE 15"-18" SPRD. HARDENED GROWTH 1 GAL. CONT. COMPACT CLUMPS 18" O.C. TRIANG. SPACING 1 GAL. CONT. BUSHY TO BASE W/ BUSHY CENTER, HARDENED GROWTH 3' O.C. TRIANG. SPACING 2 GAL. CONT. BUSHY TO BASE W/ BUSHY 12"-15" HT/SPRD CENTER, HARDENED GROWTH 3' O.C. TRIANG. SPACING 2 GAL. CONT. BUSHY TO BASE W/ BUSHY MIN, 15"-18" HT. CENTER, HARDENED GROWTH 30" O.C. TRAWNG. SPACING 24" HT./SPRD. B&B SYMMETRICALLY BRANCHED 120 Belmont Ave. E. Seattle, WA 98102 Tele:206.322.0672 Fax:206,322.1401 L C CIO 0-0 � O c) 0 tz a- CU � � o ca -■ <C O cc ct� ■ CONSULTANTS ■ REVISIONS NO.: DATE: OESt,RIOTION: 05.03.01 as per City of Auburn comments PROJECT NUMBER: 2016 DATE: 02.01.01 DESIGNED: LMS DRAWN: IB RH CHECKED: LMS/AKS APPROVED: ■ SHEET TITLE PLANTING DETAILS & SCHEDULE ■ SHEET NUMBER L=2o5 ,1�o4 A pF 3 6 of 16�7