Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
05D1832
A 0 0 E F C H 12 13 II� 17 II� 110 I I I I I I I I I I I I I I I 1 I I I / , j_ „1 1 III 1 I ,I Ii I 80 it I „ , I I' ;r----1 67 xf Iiliil I 66 `� Q� ' II ---- ' I i I i- r---- 64 I; I I i III r—� li I ----163 IF I I II 1 ,III C�---- I 82 I f III 1 jllr--- I; ;II 61 I II iiF' ---- � 80 " _J, II II ill •-+ _ 1 S AND P 1 SHE © DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON —GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID `AGREEMENT OR BY OEM IN WRITING. IAV1VeM"WED {TWM=S AM USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR NOR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. IN THE EVENT THAT INCONSISTENCIES AND/DR ERRORS ARISE IN THESE PLANS OR SPECIFICATIONS. THE CONTRACTOR SHALL STOP WORK IMMEDIATELY, THE CONTRACTOR $"A L NOT PROCEED FURTHER UNTIL RECEIVING WRITTEN VERIFICATION AND APPROVAL TO MAKE CHANGES TO THE PLANS FROM DBM CONSULTING ENGINEERS. THE CONSTRUCTION/ CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REWIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS INCLUDES SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND. INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LABILITY ARISING FROM SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL r� 1 I I I CALL TWO WORKING DAYS BEFORE YOU DIG -800-424-5555 UTIUTIES UNDEROROUND LOCATION CENTER 1 R EXISTING UTLITY NOTE UNDERGROUND UTILITIES SHOWN ON THESE PLANS WERE BASED ON VISIBLE SURFACE EVIDENCE, AND/OR AVAILABLE AS-BUILTS AND/OR UNDERGROUND UTIUTY PAINT MARKINGS. NOT ALL UNDERGROUND UTILITIES MAY BE SHOWN- IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO POTHOLE, LOCATE AND VERIFY ANY AND ALL EXISTING UTILITIES THAT PERTAIN TO THIS PROJECT PRIOR TO ANY CONSTRUCTION. CONTRACTOR MUST STOP WORK AND CONTACT THE ENGINEER OF THESE PLANS IF THERE ARE ANY DIFFERENCES IN THE LOCATIONS AND/OR ELEVATIONS OF ANY EXISTING UTILITIES SHOWN ON THESE PLANS PRIOR TO ANY CONSTRUCTION. CONTACT 1-800-424-5555 BEFORE YOU DIG. PINNA CLE ES TA TES A PORTION OF THE NORTHWEST 1/4 OF THE UTHWEST 1 /4 OF SECTION 5, T20N, R5E W.M. GRAPHIC SCALE 0 50 100 200 I inch = 100fee1 PROJECT SPECIFIC INFORMATION PROPOSED LAND USE: SINGLE FAMILY NUMBER OF DWEWNG UNITS: PHASE 1: 74 LOTS NUMBER OF DWELLING UNITS: PHASE 2: 28 LOTS TOTAL NUMBER OF DWELLING UNITS: 102 LOTS ACREAGE PHASE 1. 24.3 AC ACREAGE PHASE 2: 6.5 AC TOTAL SITE ACREAGE: 30.8 AC EXISTING ZONING DESIGNATION: R1 PROPOSED ZONING DESIGNATION: RI APPROXIMATE AREA OF SMALLEST LOT: 8000+ SF BUILDING SETBACKS: FRONT = 25' SIDE = 10'/5' REAR = 25' PROPOSED SOURCE OF DOMESTIC WATER: CITY OF BONNET LAKE PROPOSED SOURCE OF DISPOSAL SYSTEM: CITY OF AUBURN TYPICAL STREET CROSS SECTION: LOCAL RESIDENTIAL PROPOSED STORM DRAINAGE SYSTEM: CITY OF AUBURN TABLE OF CONTENTS COVER SHEET.....................................................I OVERALL SITE LAYOUT ........................................ 2-3 OVERALL GRADING PUN.......................................4-5 COMPOSITE UTILITY PUN ...................................... A-7 INTERSECTION PLANS ......................................... A-* ROAD AND STORM PLAN & PROFILE .......................... 30-22 WEST POND INLET AND OUTLET STORM DRAINAGE ................. b EAST POND INLET AND OUTLET STORM DRAINAGE .............. 24-25 WEST POND CROSS SECTIONS .....................................?• EAST POND CROSS SECTIONS . .............................. 27-26 SANITARY SEWER PLAN & PROFILES ......................... 2■-41 NOTES AND DETAILS ........................................ 42 POST MASTER PLAN. ............................................. 43 STREET LIGHTING PLAN ...................................... E1-0 LANDSCAPING PLAN. ............................... 11.1-L7.5 i L egez2 d ("to al nems mor not aRRea on among) Proposed Sanitary Sewer Manhole m Existing Sanitary Sewer Manhole 0 Proposed Storm Drain Manhole Existing Storm Drain Manhole Proposed Cleanout B Existing Cleanout Proposed Water Meter B Existing Water Meter IN Proposed Water Valve •• Existing Water Valve no Proposed Fire Hydrant V Existing Fire Hydrant b Proposed Catch Basin (type 1) 13 Existing Catch Basin (type 1) a Proposed Yard Drain ■ Existing Yard Drain ■ Proposed Catch Basin (type 11) Existing Catch Basin (type II) ■ Power Pole T Power Pole w/guy ti Light Pole Proposed Boundary Line �••� Existing Property Line --- Proposed Sanitary Sewer Line —S_ Existing Sanitary Sewer Line___S___ ProposedStorm Drain Line —SD— Existing Storm Drain Line --SD-- Proposed Waterline —W— Existing Waterline --- W--- Proposed Gas Line —G— Existing Gas Line---G--- Proposed Power Line —P— Existing Power Line ---0--- Proposed Telephone Line —T— Existing Telephone Line --- T--- Grading Ridge Line —R— Finish Contour —SD— I Exist. Contour --SO-- Stream or Ditch Flowline -r' i- Fence Filler Fabric Fence (Silt Fence) Clearing Limits`/ Monument Reber & Cap Section Corner Ei7%J♦ Existing Asphalt L�1 Proposed Asphalt Concrete Building or Structure Gravel '�R+ 1 J � VICINITY MAP LEGAL DESCRIPTION THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 5, TOWNSHIP 20 NORTH, RANGE 5 EAST OF THE W.M., IN PIERCE COUNTY, WASHINGTON. EXCEPT THE FOLLOWING DESCRIBED PROPERTY: ALSO EXCEPT THAT PORTION CONVEYED TO PIERCE COUNTY IN DEED RECORDED UNDER AUDITOR'S FILE NUMBER 9906021036 FOR ADDITIONAL RIGHT OF WAY FOR SUMNER TAPPS HIGHWAY EAST EXTENSION. BASIS OF BEARING WEST LINE OF THE NORTHWEST7k OF THE SOUTHWEST1i OF SECTION 5. BENCHMARK (CITY OF AUBURN) NAVE) 88, BRASS SURFACE MONUMENT GENERAL NOTES 1. THIS DEVELOPEMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CRY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE *WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION- (2002/1-ATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CIiY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS FOR EXISTING UTILITIES ARE APROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILTY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILTY LINES. INDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACIUTIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCA). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TEIEMSION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFP-PEAK HOURS OR ALTERNATE ROUTES. G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPTMENT USED FOR TRAFFIC CONTROL AND STREE MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFPERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. S. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S 'RECORD CONSTRUCTION DOCUMENT" HANDOUT. CONSTRUCTION OF A BOOSTER PUMP STATION AND THE CREATION OF A NEW PRESSURE ZONE MUST BE COMPLETED PER THE DEVELOPER'S EXTENSION AGREEMENT PRIOR TO OCCUPANCY OF HOUSES ABOVE ELEVATION 640.0 FEET OR TIMBER CONSTRUCTION ABOVE 646.0 FEET. 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 PEM0010F 12 MONTHS FROM THE DATE OF DATE LOCAL RESIDENTIAL ROADWAY SECTION RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTO S C NS7RUCTION RECORDS. al BY ✓ DATE IY�QS %� TITLE/POSITION:1.4li "20EUVW CONFIRMED BY CITY: DATE PROJECT REF: FAC04-0015 L�z�af A THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: II m Au LJ 7 Tul E a; J H 0_ 0 u W N W 00 U(10 L0 EO ZUJI O lh > 00 a) Q CI) N C=,i W 0))3N J N _N U—Z� Q MI-N d �Zv W J W D 3 W o m Q m U m 30 N n m m Edw Z Z ai Y ai p 0 O 0 3 c w oi = a a O O U Q 10 W 0 ZZ W r m p cn p O_ 04 A �1 D wes E we G HH KK 05K32 A I B I c I D I E I F I G I H I i I K 2 91 5 li 7 N. 0 I � i I iil „l I I L----------� I I I11 I ; a III I III l{----------- I I III I I � 111 I I I11 • I_ — I I I II I ; I Ill I � III I Ill I I III III . I 1 II L---------- I j III I I III I ; IIII I II I III I I III I I I III l I----------1 I I I I I I III I ; III I I lil • I I � III l iil I I I ; I III • II 1 I I I IIL--------- I I I III I i iil I ; I ilIl - — — — — — — — — — J I I I 111 I I I I Ill I I III / I SEE SHEET #3 GRAPHIC SCALE i inch = SO fmt .�_ ----- _ _ -- S — _ ----_ _ . 5 ,s LAME 4AppO PARKWAY -- -- -- -- 2 3 4 5 N. 7 N rf Lo ON" '"co � to La 0 Q(7)N 00 wp~j N 7V! N (V MZd W w ,� D .�oawTaa POR rNaR snort. REIFA9E a Tru /u D MPORIMTION i0 NTT N011-GOVER/IIMENf PERSONNEL 5 NOT TTO 10C OJ Rec1�rE(F° OR DSCLOSE CrpRENiS MfY PERSON OR ENRIY EXCEPT A EXPRESSLY MI ZM W SNO Jo- a �� APPROVED BY: /ON, o TITLE/POSITION: LAP" S!LlVMR � W Z MpIEF]CNT OR BY DBM •1 NRiTMO. L L^M W O EXM 7-i O(r CONFlRMED BY CITY: DATE DATE APPROVED:CM A I B I c I D I E I F I G -1 H I J I K : �,\v IV-�4 0SD/83:C H J LN 2 &? 4 5 A I B I C I D I E I F I G T � I I / II / /// • 90 / 85 87 89 91 6"SEWER CLEANOUT 92 / 84 (TYPICAL) I / vV --- \ - _ 93 \ m ST SE '.�. DUAL WATER 82 • ` METER (TYPICAL) �� 6"ROOF DRAIN ' 9/� I • SERVICES (TYPICAL) •�} 79 78 77 76 75 \ „I 1 (PHASE LINE \ I III • / J - 81 I I; i--------- I' III I II • I ; I I11 • I I — 72 i 68 69 70 71 73 M 6"SEWER CLEANOUT 7••} /� / I (TYPICAL) I 1 I 80 DRIVEWAY CURB AA 1 I CUTS (TYP) 96 eu� I; r---------- RATH ST I SE Al ' r ' I 1 , � 1 r ' 4 ' 1 � 1 , , f , YI , II , 1I 1 1 A 1 1 11 ,1 � 1 1 ` , e 95 AN 1 1 1 _ 1 1 , 1 - , III----------- I 67 r —_ •_— FIRE ROOS98 - SERVICES (TYPICAL • RE HYDRANT • - i I I DUAL WATER (TYP) \ 6 I I METER (TYPICAL) • \ I III •> 58 57 56 55 54 �\ I I 53 _ �7 •' — I' 1 I I I • I / MAIL BOX CLUSTERS ' I 66 1 ' I----------- 99 Ioil I I.I I 1 I I -- ---- — i 47 48 49 50 51 52 /`� 100 101 mosemossom-.......................................................................................................................SEE..SHEET ,#2----------..................................................................... N. 4 O DOM CONSULTING ENGNiEERS, 2004 THIS OOCUIfNT AND THE MR'ORIMTON CONUNNED HEREIN IS PIOPINETA Y TO OIIM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWLSE USE THIS INFORMATION FOR THEIR BENEFlT. RELEASE CA THIS MFOtMATON TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENDTY EXCEPT AS EXPRESSLY AUTHORIZED W SAO AGREEMENT OR W DBM M WRITING. , e I cl I\ I 1 � � 1 ,A GRAPHIC SCALE 0 25 50 100 i inch = 50 fnsl TYPE III BARRICADE (DETAIL'TRAFFIC-05') RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRAC D ON T CTION RECORDS. BY DATE —77 `•"— TITLE/POSITN)N: 4&ff SUA t*A CONFIRMED BY CITY: C 4— DATEZQS PROJECT REF: FAC04-0015 z14•-rs, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REO N KWENTS APPROVED BY: DATE APPROVED: J F 4 W� Nk� 5 <ChN of =.e 1 40 M 3 N PN z. 0 in 14 uj � yI v l•] 7 n w 0 4 INI 1� NA N z3s z^ M N WM � W ►' Y z(4om HW$ z 1 W ^ 4 U zm 0 U W p 7 Z m Y m 0 O a 0 a 10 .NI. LLJ \ Z O N So I A B C u 13 F G H J K 1 2 3 12 5 0 K 0 M A I B I C D I E I F I G PINNACLE ES TA TES A PORTION OF THE NORTHWEST 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 5, T20N, R5E, W.M. -----------4 fl LII 1 II I I I11 kll 111 1, lit r---------A I.I I � iil S II rI'I I F----------� 1'I VI L--------- - +11 1� Li 1 PI I'I I III I'I 41 'I I I 1 I - Il "1 II I;I ail 1I ,1 r---------� ;. I I,I LI fl LII 1-I III l N---------- J 11 o DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE NFOR1MTON CONTAINED HEREIN IS PROPRIETARY' TO DBM. ALL COPYRIGHTS ARE RETAINED. GOYERNMQNI JUNISUCTIONS ARE HEREBY AUMOMZED TO COPY AND OTIERMISE LSE THIS INFORMATION FOR THEM BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT 6 NOT TO COY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORZEO BY SAID AGREEMENT OR BY DOM IN WRITING. SEE SHEET #5 _�- NOTE: FP = FINISHED PAD GRADE I RECORD DRAWRING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRA TO I CO IS UCTION RECORDS. BY DATE TITLE/POSITION: LAWO '94f1 ffl& CONFIRMED BY CITY: (�DATE J 2 GRAPHIC SCALE I inch = 50 lest PROJECT REF: FAC04-O Ltt e� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AMIRN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED. 1 I Be' V 3 1�E A 7 nJ W 000 < M C4 C6�d00 PNoj304 N z� ,Z v b W at s 0 1 3 z m O T a w SN A pO � O n z wMM. p.p N O W Z a � M N Ij v W ztlS2 01 0 U gigpppggg�111 g O g a p 7 C \ m U O C O 10 16 O Z W O In p o A B I C I D I E I F G H J K OS'D is3z E 10 11 ® DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE DE THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZEDTHE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTRY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY OEM IN WRITING. Ic Co 0 E F G PINNACLE ES TA TES A PORTION OF THE NORTHWEST 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 5, T20N, R5E, W.M. SEE SHEET #4 2' BENCH NEEDED AT NE AND NW CORNERS SEE GRADING PLAN 4.5' 1 2' 1 4.5' 2' DITCH A AND B CROSS SECTION NOT TO SCALE 11I FP = FINISHED I J GRAPHIC SCALE 0 25 50 100 I Inch = 50 frd PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED:�� 2 v "C w I — 4 v 3 J H- 4 5 ON 7 C•] 0 Ed 00 UVIu) LEI o M Z > 00 a, Q (7) N co :I- co=Q� J 04 _N U — Z, Q M0Lo N MZv W to to d' 0 z m W 0 U J W � LL W � DO 0 Z Z m p Y C] 6 O 0 3 0 � 0 V Q 10 LIJ v 0 O It Ld 0 U Do IN O 0 I A 0 C F G I H J K Us I) /83,4 A I B I C I D I E I F I G I H I J I K ce K 3 12 5 u I I I I I I � r• ; I I I i.l I i.l r I , I I iiI i I I I I I i�l L_ II I I TII LII I I I i I I I• i I ' I I I �----------� i i I i I I i iil . I I `11 I I I L;I I f I � IlI I I ill I I I pl 'JI 1� III I O I III I I I CB/B I `I I rel RIMW8.57 ' IE(S)- 503.22 03.02 WEXIS2' DI —S— _--- EXIST. B 7 \1 II 04� REMOVE 12" CAP ASSEMBLY CONNECT TO EXIST. STUB WITH 1 M REDUCER REMOVE e' CAP INSTALL SSMH 01 R11-22- CONNECT B' PVC N. E 10 o DBM CONSULTING ENGINEERS, 2004 TNIS DOCUMENT ANO THE INFORMATIp/ CONTAINED HEREIN IS PROPRIETARY TO DBM, ALL C'ZI,GHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS MIFORANTION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATNMN TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, WPLICATE. OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS O PRE.SSIY A11T110RIZED BY SAID ADREEWNT OR SY DBM IN WRITpIG. IDMH1113 c ° 0 I °° °O `0 °° C� ° 0 n� ttC ° � of�o ° f S , SEE SHEET #7 v lw 2 Vi GRAPHIC SCALE 0 25 50 100 Q W 1 inch = 50 feel W U 12" WATERLINE INSTALLED �BY BONNEY LAKE PCPs p�LGM�In Lail __-------- _ - - -Q* 4 -Q _ --- c_-----T-----�_ `L___ ---------- --- -w -- ram,ce m = T- VTWA 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 SI E CI ENGINEER DATE RLVVRV VR/Ip11\V YGR 1I(IY/AIIVII THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C TRUCTION RECORDS. BY A• DATE —*k TITLE/POSITION: M! 3UtYCML CONFIRMED BY CITY: if DATES/ PROJECT REF: — H 11 � " THESE PUNS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION R£OUIREMENTS APPROVED BY: DATE APPROVED: L H 4 0 A 7 0 w 00 N�� <cnN 06 X 4 1 WGo p~j3N (I��1 N N M2v �w 10 16 0 Ld 2 3 0 0 0 C C E F G H J K OS� � 2 3 C! 5 N 7 0 10 A B I C D E F I G I H 1 \ I I I I 1 \\ I TIC I I 85 86 87 88 89 90 91 84 92 C8#'4 CB14 . SO so US N , as �7 a- W w W W W w 1 93 __J- �.� \\ i � • SSMH #1611-4 W _ - - - _ _ 5 \, \' \\ 11 \< .14 1 • CB14 4� �2 SMH 1611- ------____1 82 / 1 SMH 11611-43 CB 3#44 1 ` 78 77 B)3 7 \ \ y\ 79 76 SMH 11611-50 \ 1 1 y \ \`--------- - a , 8;14 PWSE LATE� MH /161,-41 � \ 1 \ L 1 1 3 \ I C I11 �•. I • 81 SSMH I1611-49 ` I•I------____ - v CBI4 I N .! 95 �. B#49 B$6 I j l 3 CB/ N ------- I N 68 69 70 71 73 I __ SSMH /t 6„-46 I 3 B/51 CB#5 74 /3 j1 ;Ji I 80 3/54 SSMH #1611-39 SS H 11611-40 CB/ / B#7 CB{r5 96 I • SD SD 9D SD SO CBL11 � +I I • I I N i L N a I I' I11 $ Bk9 _ 5 - S _ _ _ _ _ SSMH #1611-47 97 W W w W IN -�_ SSMH #1611-3 - w __W B1115 9i SSMH 11611-4 I i ---------- 67 SD m 9D S CBI7 8/53 CB15 -SO W S I }•, ----- --- 58 57 56 55 54 CB►, W - s < - B#14 \ C' 3 IN - 5W= B�%13 I ) I _ _ IT 66 �, 3 CBp17 4 i p7--- 99SO CBp1 100 I � I )Y;1 L 1,;1 ---�------II47 48 49 50 51 52 101 65 SEE SHEET #6 CROSSING TABLE CR # SEWER WATER STORM CR # SEWER WATER STORM CR # SEWER WATER STORM CR # SEWER WATER STORM 1* xxx IE-505.17 CR-604.17 19 637.67 xxx 642.82 37 xxx 645.63 646.63 55 609.76 xxx 613.19 2 599.19 xxx 604.23 20* xxx 641.79 642.79 38 638.76 xxx 646.67 56* xxx 612.16 613.16 3 599.62 xxx 606.78 21 xxx 640.77 641.77 39* xxx 647.79 648.79 57* xxz 637.25 638.25 4* xxx 605.80 606.80 22 637.14 xxx 641.74 40 641.11 xxx 648.82 58 637.12 IE-640.40 xxx 5 xxx 607.15 608.15 23 638.30 xxx 642.85 41* xxx 650.26 651.26 59* xxx 641.46 642.46 6 603.76 xxx 607.28 24* xxx 641.88 642.58 42 642.92 xxx 651.31 60 636.72 xxx 641.95 7 605.11 IE-608.12 xxx 25 627.28 IE-633.28 xxx 43* xxx 648.92 649.92 61 * xxx 640.78 641.78 8 506.38 xxx 610.69 26 627.61 xxx 635.25 44 640.12 xxx 644.37 62* xxx 639.21 640.21 9 xxx 509.74 610.74 27 xxx 634.05 635.05 45* xxx 643.34 644.34 53 M26 xxx 640.24 10 606.46 xxx 610.98 28 528.43 xxx 637.38 46 634.57 xxx 638.27 64 629.03 xxx 635.86 11 xxx 609.95 610.95 29* xxx 636.35 637.35 47* xxx 637.24 638.24 05* xxx 634.83 635.93 12 517.56 xxx 624.06 30 xxx 643.20 644.20 48 633.40 IE-635.53 xxx 66* xxx 625.63 626.63 13 xxx - 623.03 524.03 31 635.97 xxx 644.23 49 632.35 xxx 637.49 67 620.19 xxx 626.61 14 628.08 xxx 635.71 32 636.29 IE-642.04 xxx 50* zzx 638.31 639.31 68 625.18 IE-634.71 xxx 15* xxx 834.84 635.84 33 xxx 843.32 644.32 51 xxx 636.22 637.22 69 xxx 634.74 635.74 16* xxx 640.53 641.53 34 636.94 xxx 644.35 52* xxx 636.04 637.04 70 627.92 xxx 635.71 17 636.72 xxx 641.58 35 637.28 xxx 644.78 53 624.77 xxx 630.05 71 528.84 xxx 634.71 16 537.72 11 xxx 36* xxx 643.75 644.75 54* xxx 629.01 630.01 72* xxx 633.73 634.73 NOTES: 1. ELEVATIONS SHOWN FOR SEWER AND WATER DESIGNATE THE CROWN OF PIPE WHILE ELEVATIONS FOR STORM DESIGNATE THE INVERT OF PIPE UNLESS OTHERWISE INDICATED. * VERTICALLY DEFLECT PROPOSED WATERLINE AT THIS CROSSING (MINIMUM 1.5' SEPARATION) 73* xxx 632.35 633.35 74 630.31 xxx 633.32 75 537.70 xxx 645.29 76* xxx 644.23 845.23 2. FOR CROSSINGS WITH LESS THAN 1' (1.5- FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION. A 3'X48"X108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1-9.1.4. 3, ALL WATER LINES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 3.5' FROM FINISHED GROUND TO THE TOP OF THE PIPE. AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY. LOWERINGS ARE REQUIRED PER CROSSING TABLE. J 12• WAIERU 1E AISIALIED BY BONNEY LAKE L � T" •11+,. 1, SSMH#1611-45 I , 1 mALL B" rw 1 , .A i 102 THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECI 0 S. APPROVAL IS VALID FOR A P D OF ONTHS FROM THE DATE OF IGNATUR 2.1•oS CITY NGI ER DATE 12 GRAPHICSCALE 0 25 50 100 1 inch = 50 feet ® DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORIMTION TO ANY NON -GOVERNMENT PERSONNEL. IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COP, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTR g 'S 90 STRUCTION RECORDS. BY DATE ILll k TITLE/POSITION: LAW 5uRVEY01- CONFIRMED BY CITY: DATE 4&4�03- PROJECT REF: FAC04-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: Ij jp __-/ DATE APPROVED: 2-I,3/''O� I 2 I mil V 3 4 J H 5 11 7 lj w 0 H `_` =O W O U a /0/\ �/ W DO Z UN u') uj0M C0104 d=Q I W p~j300 04 J N N �Z' M � N Ln M Z d �Wv w J w W O m Q m 0 V DOp N p HL m Edp W \ Z -i Z m Y ai p 6 O 3 U Of W DO Of i CL a 10 LL J 106 z Z 0 It Li O GO �o N I B I C I D I E I F G J C I D E F G H J K 12 13 W 15 GRAPHIC SCALE 0 5 10 20 7 inch = 10 feet 17 Ins GRAPHIC SCALE 9 0 5 10 20 7 inch = 10 feet 110 I n I PC STA: 2+16.13(14'L) L=31.41 R=20.00 A-89'W4r 6 r Ton=20.00 i612.34 PC STA: 0+33.54(14'L) , 612.67 X 6�ry� i 613. 912.61 I 613.92 t .9 tiry r v r 6 814.20 X OUINCY AVE SE 813.66 Nt v 613.92 PC STA: 0+33.54(14'R) n h 10. 6 r � 1 6 0 p9 ,0 4' 0 =31.4 0 90-wi r ran=20.010 0 PT STA: 2+8453(14'L) M OL94CY AVE SE / 69TH ST SE INTERSECTION 640.35 QUINCY AVE SE 5� 44R _ _\/1�-- 836.16 9398 639.62 32X -- 637,12" --- --x _V 640.63 I MI.4YN-W 179.37' TO NEAREST CB 636.84 637.66 �fi36.59 639.34 640.35 PC STA: 4+61.31(14' ' X` ~- X 639-g9 637.34 Q w 63TA3 °i 639.40 638.33 I 639.27 L=30.52 T STA: 5+29.37 1 R=20.00 i =32.31 . '66' .62 T.n=19R=20.00 Tan=19.12 /w 638.9 Tam �=200.992 639.19 * O 8 I BOC O+p 2.50 14'R �o I S� OO+PT .55 14.5'L it 14'(fW) ' , i 14'(TYP) QUINCY AVE SE / 66TH ST SE NTERSECTION o DBM CONSULTING ENGWERS, 2004 THIS OOCU T AND TILE INFOMMIM C,OWA NED NEREM 6 PROPRIETARY TO DIW. ALL COPYRIGHTS IRE WANED. GOVERM W JURr6DICTI0N5 IRE HEREBY pR110RIZm TO CO MID OTHER USE THIS INFOF WTION FOR THEIR BE7IEFIT. RELEASE OF TN5 INFOR TION TO Mil' NON -GOVERNMENT PERSON IS NOT AUR10MZm. THE RECRkNT IS NOT TO OOPY, DUPLICATE. OR DISCLOSE THE CONTENTS TO MY PERSON OR ENTITY IXCEPT AS OI RMSLT MM40MZED W SNO AGEELpVT OR 6Y 0011110 RRT11G. GRAPHIC SCALE 0 5 10 20 1 inch = 10 feet GRAPHIC SCALE 0 5 10 20 1 inch = 10 feet P® JT� eTj J dJ •`p � � p♦TB V �2 7 _t2R QtEI�M X CY AVE SE + 6$; IO1M3164 `Si I Noe 161.18' TO W-*FEW C6 FROM PC No Xe,, X eT 647.7 PC STA: 7+11.56(14'R) eTj I �j = 0. 22 I PT STA: 7+79.63(14'R) R=20.00 - 1 6=87'ZS'66• R=20.00 Tan=19.12 'w a A-9r749P ® (A T-� Tan=20.92 s PT STA: 0+35.55(14'L) Pi STA: 0+3250(14'R) I 14' --I`- 14' QI�NCY AVE SE / 67TH ST SE HTERSECTION eTY sT* p'9J e45, Oi�9 .SD ®J d9 ei Y 6M ST 4SE eTr� eTJ �Y� 2.6x 2.8% TT �9 I r _%p PT STA: 2+83.33(14'R)PC STA 2+15.25(14'R)31DA7L=320-00R=20.00 0I 19'OAp=gr41'S5'19.08Ton=20.96PT STA: 0+35.64(14'R)^: 0+32.43(14'L) 67TH ST SE / REBECCA CT SE NTERSECTION RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACT IS UCTION RECORDS. BY DATE 7�lTAS TITLE/POSITION: LIMY 5'JfV X CONFIRMED BY CITY: LL- DATE PROJECT REF: FAM4-0015 THESE PLANS ARE APPROVED FOR / CONFORMANCE WRH THE CITY OF AUBURN'S ENGINEERING DMSION REQIUIlREMENTS APPROVED BY: DATE APPROVED 1 2 J 4 5 A K O 7 O 9 T1J .r Ld ,N00 O 000) Q N � 0, 3r C'4 N T Z� O In I°) W to ft Y- � W O zis N � � zv MM ,W v z N pNW O W K) W 0 u� 10 = ui� o W in N 95 C A I B I C D I E F G I H I J K 1?F s,iN Q57:)183%4 r 2 3 a GRAPHIC SCALE 0 5 10 20 1 inch = 10 feet 5 0 7 0 Ni 10 B I C R=20.00 Ton=19.30 yj 641.z5 PC STA: 5+53.54(14'L)S`t r A s / 64C bA1 rlB 317E \ 6T H sT ' 641.25� ®rpss l SE sJg� _ x g41.53 �, \ 6A0S,5 1 r{ e�ob 64,,>s , 610 y._ h90g PC STA: 5+51.00(14'R) bM\g\ / aps�/ �b R 20.00 e-92'1407' Tan=2o.80 , 64, Z4 JQ / PC STA: 5+84.63(14'L) `r s 77\ r�1 co Y 14 ^ / 14' D I E 74' t>,` _ \ 66TH ST SE / STUART AVE SE NTERSECTION GRAPHIC SCALE 0 5 10 20 1 inch = 10 feet PT STA: 0+34.00(14'L) L=31 42 M90°0m. Tan=20.o0 PC STA: 7+84.32(14 F GRAPHIC SCALE 0 5 10 20 1 inch = 10 feet n STUART AVE SE / 69TH ST SE INTERSECTION G I H I J / PT STA: 4+02.35(14'L) ® � 1 L=30.37 ft=20.00 L e e8 ` bq PC STA: 4+90.38(14'L) Tan=18..9=18.98 14' r t3R 0, SeRO / FLAT AL cge *rTt1RN. SLOW AK r TOWARD FL 14' 67TH ST SE / STUART AVE SE MERSECTION RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACT C N TRUCTION RECORDS. BY DATE -2100 S TITLE/POSRION, LAMD SHgMwE CONFlRMED BY CITY: DATE K PROJECT REF. FAC04-0015 �I�los T THESE PLANS ARE FOR CONFORMANCE CITI' OF AUBURN'S ENGINEERING REQUIREMENTS APPROVED BY. DATE APPROVED: 2-1.3,Ar 2 3 5 0 I� e 0 W � �to LLI o `O QaQ �(V 04 - Z. MF-N rl) Wv COX W N m 10 0 �w Z 0 M: Q _ o $N U) 0 Tv -)�\ I cl l(D C 0 E F G H J N 2 3 0 5 I G �9 A B C D E F G H J F25 0+00 o D81A CONSULTING ENGINEERS, 2004 THIS DOCUMEOf AND THE DIN. ALL COMTANIF.D RETAR D. PROPRIETARY TO DIN. T SO HERE ARE REMOLD. GOVERNMENT JLINISDICTKMS ARE HEREBY AUTHORIZED TO COPY ANO REM. EE USE OF T MPORWiRM FOR TIIEMt BENEFlT. RELEASE OF THIS MFOIMATION TO PTH NON -COVE IS NOT PERSONNEL 5 NOT AU TE, O EDI THE SE THIECO T HOT TO COPY, OUPLIGTE. OR T AS EX THE CONTENTS TO NAY PERSON OR ENTRY T M WAS EXPRESSLY AUTMOHIZED BY SAID AGREE1HMf OR ,Y OW M NRRIIIG. A 1+00 2+00 3+00 NOTE. 1. SEE SHM /13 FOR LINE NA CURVE DATA TABLES. . 2. ALL CURB DNAE1SKM ARE TO BACK OF CUM UNLESS OIHERWSE NOTED. B I C I D I E I F BY DATE TITLE/POSITION: t** 511AW-*9 I CONFIRMED BY CITY,L —DATE 4+00 PROJECT REF: FAC04-0015 A-l's�4i w1 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING OMSION REQUIREMENTS APPROVED BY. DATE APPROVED. Zitl_r 5+00 K CEJ III W WSW S W0mn 5 aMN =dm 0, 04 (V Z.-. �— CV rM W Itt (0CE 6 Ln N W� 7 w3^ z=� V `N( ZN+C W� 4 N Z:s 8 W Z � � W zt� pN U� 9 J n W p 10 0 wOIZ It CD N'r$o cv 0 060D ie3z 11) 0 L 7Z rn N Ln 0 0 (N w w 0) T) 0 0 IL 0 N a U Q u 0 N Q 0 O z 12 13 14 15 16 17 A B C D E F G H BOC @ PC L=29.76 R=19.50 A=8T 25'56" TAN=18.65 CB# 61 - C L517 5) 5i J IK r © DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. J SON SG < T d c to------ ---- -- E N r GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet d � c� � z r 4rf L;J.i 4 U7 00 U w0 5 Z Q co ' w W = Q 00 �3:N 290' VC `O J N N �, V _ PVI STA = 6+20 � r, � PVI ELEV = 645,76 o °D + `O ZIn A.D. _ -3.79 a cn + CD 11 II Z O N v ~i II a _j A W K = 76.51 Z 0 o II in W . O (O O� ~ O 00 CO 7 H J J O `D O + 00O �`D U o^ to r- o N� o SrUJ PROPOSED GROUN U 11 IN N N � +° II II ++OJ U co + � (0 W W �o � J hO 650 U N WUN U o o U w + _j W I- Ld II U O � NW l .� 4 6 F 12"P tL J 97LF 12"PVC S1' NOTE: 51LF 1 S={ 1. SEE SHEET #13 FOR LINE AND CURVE DATA TABLES. ------------------ Y.. - _-`- 26LF 2. ALL CURB DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED, -------_--_-- __-_-------------- ,,29 LF B Di CLASS 5 .� 12"PVC WATER CROSSING _ - - "�C S .44� TO CS 153 ___ �� =2% L ■ -- �3 ��� 3e CR=6 ----- _----------------- i4q'tf 12 6B LF 8 1 CLASS - s a,y3 ■ i ---- -- WATER 640 __.._---- CROSSING WATER i CR=643.75 �O ■ P`IC I CLASS 52 _�-- CROSSING ' ,� i. EXISTING GROUND a_._�_._ ■ --- 5 s Zit g5�' LF 8 D. 49LF 12 PVC S �0 CR 643.20 STA: 7+ 145 LF 8; P'JC CSDR 3 1 .60% S� R - SEWER ■ +C i ��%' S 0. It l0 RAT' = __.-._. C .#52 CROSSING ■ i _ _ WATER_ = _ _ _ - ,., - 64� I�- CR=638.76 ■ �� ■ '- IE = 644.18 SEWER , .0•4� 12" (CROSSM-6W. _ . CROSSING +80.6 3' _ - - STA: 7+80.64(13' L) --' ---�" ---- SEWER CR=637.28 %52 t- I^ WATER pVC SQR 357 --��� CROSSING CB#50 (TYPE 1) ■ g LF $ D1 ` ASS 68 13'L CROSSING 260 LF 8 CR=635.97 W/ VANED GRATE . 9 CR=634.0 _ - - GRATE = 647.80 �IS.1� �� 4 61.50 ■ #59 (TYPE 1) _._ _ _ Q - _ IE = �-14 ` l ■ 8 630 ■ - TE = 639.35 --___ _ STA: 13'R) STA: GRAPE =`T 1 �■ ■ IE = 634.92 -�` CB#51 (TYPE 1) ■ "_. ,(i GRATE = 64YPE W/ VANED 780E IE = 646.62 ■ STA: 5+ 131) IE = 644.80 q t1S.a (i3.2 ■ ■ -`` CB#57 (TYPE 1) STA: SR ■ ■ SEWER W/ VANED GRATE - - CROSSING GRATE = 640.40- _ _ _ CB#49 (TYPE 1) � _ _ - - _ GRATE = 649.69 `i'��Z_.■ r CR=628.43 IE = 637.33 ".61, 3S IE = 646.69 t -M LL ■ STA: 5+ S* .'I (`i,.0 ■ r ■ CB#58 (TYPE 1 W/ VANED GRATE ■ W ■ GRATE = 640a0- G 0 ,'4(o ■ W - -_ _ ■(!� 620 ■ � _ _ 9 MW ■ ■_ ■ W MCI) ■W ■ ♦W^ ■ V♦ 110 W 610 ■ + co ■ Ln � II ■ Q V) J � W J ■ 0r co + v r` w r ■ 00 oWao DO ■ vi > V W 00) O Z (O ■ m® It 0 U I>>I ■ ■ H H J J to to U w sit 4+50 5+00 6+00 7+00 8+00 A B C D E F G H 630 620 610 J RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CON TR CTION RECORDS. BY �wxk�DATE 7.11 TITLE/POSITION: CI AP 5a, CONFIRMED BY CITY. DATE o.T PROJECT REF: FAC04-0015 THESE PLANS ARE APPROVED FOR l CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: r DATE APPROVED: 2-'1 c�IaS� K on • x N O 000 to WO � W O I1 7 Z 00 ~ m rM Q 4 cV M X L W O (V 0 O ~ 0 Z 00 00 N (V F- w 0 F-1 (0 � .- 0 0 0 U J J W 3.1 w 0 O Of� 0 r \ m 0_ m O Q N m m w :20: 0 w .- Z m y m 0 0 O 0 Of l; I w IL 0 0 0 U Q 10 0 w r � N- = o 0Lf) IN 3F 170 0 0�14G C6Z) 1 s3z a� 0 E Q a in N 0 �n 0 0 w w U) I N w U) Q T 0 ch `I N n Q U 0 N I� 0 0 z 2 3 0 5 L_J 7 e • 0 ILI A I B I I D I E I F I G I H 670 ■ 660 ■ N L0 ■ 0 � co rn ■ a II II ' ■ II Q Q J N w ■ (t) J W J U ■ U ■ ■ ■ 650 __ __ _-__ ____ __ _ O 47 LF 12"PV 46 F 1 "PV 12 _ 297_. �F-8 - 26LF ■C 12"PVC ■CR= 63' S=0.26% ■ ■ 640 ■ _ _ S_ D ,.3 c 145 LF VC SD .� SEWER -- °) t 1-7 . S (13IVO ,aft -74402.4 4 CROSSING A ` CR=638.76 CB#47 (TYPE 1) ��� wo#% GRATE = 650.59 IE = 647.39 coo - 1 GRATE _ IE _ 646.62 ',*v(4■0 STA: 8+7 13' CB#49 (TYPE 1) ■ W GRATE = 649.69':='I`1 630 IE = 646.69 LL X ■ ■ W W/� ■ V♦ 6201 8+50 9+00 A [1 ® DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. J" 2 'q D At GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet m F L� CQ z . M 4 o a L4 VD CURVE DATA TABLES. TO BACK OF CURB UNLESS OTHERWISE NOTED. 5 HIGH POINT ELEV = 656.44 HIGH POINT STA = 13+05.78 PVI STA = 13+85.02 an c1 ni = QR en ♦1 E-, VVV.TV A.D. = -6.65 K = 47.36 315' VC N M N C. O ,7 u O In N CD w r, N � cp + M 1n O N + W �� co + LO LO w r� + co N II N + L II II II >II W II Q W II >II W II >II W M II II (0 II II IIC-4 CO W F N J w ~ (n J W Q F__w J w N J Q F- JJ w II > Q J Fa- (n w J N U U J U J U U -i U U J U J C J U W U J U VC TANGENT _ 5- 0-- 0% 12"PYC 1.65%1 PROPOSED GROUND S .. /. -- 51 LF 12"PVC S=1.63% - 163 -`"_ CLASS CLASS b ___..__ _. 670 ' C 5=1.38% 12"PVC S-+'"% DIE 8 -�.1. _._ _ 0 47 LF 1 rr WATER \k455,4( L � ---- `"-----•- STA: � :�2 13`L rrr�r �. CROSSING r ASS 52 -"- _ 26LF CR=650.26 CB#41 CME 1) r--��-----" _W 12"PVC - GRATE _ 05#:3'J WATER S=0.2696 co SING 1. 60i 7.79 56.40 13'L STA: 56.21 1 - 338 L� SDR 35 S T� -------------------- 3 (TYPE 1) __ - -- CB#42 (TYPE 1)- r ---- -`�� -SEWER -- _----------- SEWER GRATE = 654.35 5=1 60% - CROSSING IE = 651.34 SI, ���// ♦♦^^ i �72 LF 8" PVC SDR 35 --_ CR=642.92 V! SEWER CROSS. -- --- _. _ 640 CRN�IG 1 _ - - _ Ipk£ ---------------------------- ST . 10+05.07 13'L C (TYPE 1) "}tCol b I'S •2 6) GRATE = 651.84 1-`' I t RECORD DRAWING CERTIFICATION STA: (_. A CB#46 (TYPE 1) IE = 648.77 EXISTING GROUND 18 ; �I wa H d THESE DRAWINGS CONFORM TO THE GRATE = 651.12 �,� ; , :� i _ - _ IE = 648.12 gin=, TA: 10+05.07 13'R o� CONTRACT R CO S RUCTION RECORDS. CB#44 (TYPE 1) GRATE = 651.84 «i IE = 648.84 BY DATE ! i 0 ,0067 �4, 0 A� apo 5 TITLE/POSITION: L Ex IREs 7-3o- t>�i CONFIRMED BY CITY. --DATE C 10+00 U 1 1 +00 E 0 12+00 G H 13+00 J PROJECT REF: FAC04-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: /- DATE APPROVED: 14+00�31 11 I �I 11 W CV `O t0 Zlj0rn Q N w W ��ONQ V N �N �Z� Z�0N - Lo ►� LLJ �. c0 ry N O C N O Z o0 ~ m M Q N X M w H d- Z O I--� w I Z 00 w � = w U ZZ� tiL 0 C `` N O U0 L0 .J J W W O o 3 \ m } m Q m U O N m LLI m 0 m O m 0 Ld � Ld Z m Y m O O O U w W w Ld = a_ Q 0 0 U Q 10 0 w � Z 'd- w N� 0 Cf) r C � N ' 0 OSD1832 T; 0 E r� 0 Ln 0 0 N Q Lj w w N W Q 01 0 Q 0 c� (V a 0 Q 0 0 N 0 a) i7 10 0 0 z 12 13 14 15 16 17 110 670 650 640 630 A B C D E F G 315' VC - HIGH POINT ELEV = 656.44 HIGH POINT STA_" _1.344&78 �r PVI STA = 13+85.02 u� PVI ELEV = 658.40 N 1- LO N r, ui A.D. = -6.65 IILO o rn (D K = 47.36 0 L 11�, co II II II ;21 U ui B ' �f II • � U F V) W H ■ N J U U VC TANGENT _5.00% y_1.657 163LF 8 DI CLA N L CD LO CO + � r i II "Lo !I II + to w II II U w II ' J g w U In J U n EXISTING GROUND LO N o 0 LO N + O * p� + to 11 LO N (0 II t- o-------------------_ w __ --� � V) c�`'i 'fit __------ + co II II O w LO J 0 U II a U) 8 PVC/SDR 35 S •60 �Z r S -' 38LF 12 p s'I � i 2.� " ' /A' " VC S-4. W STA: 14+79.75 13'R WATER---- PROPOSED GROUND NG BVANED . tl -_r�8! C(ASS 66 LF 12"pVC '� r W/ GRATE CRo6418 92 53,?� 5 v� . GRATE = 652.97 IE 47 G.q"},! 7�L -, 5=�, VC SD 12"PVC W fn r �J3 °�2`� L 35 S Oq' _ r/1 = 75(13'L CB 2 (TYPE 1 ) _ _ STA: 15+5&7 . 7'L - LF V� W/ VANED GRATE GRATE = 652.97 <�j•tf'1 CB#3 (TYPE 1) W/VANED GRATE 8 pVC SD 15 35 S 5 08, MER ■ IE = 649.90 Cr �` GRATE = 649.91 IE = 646.91 � � j . it�> r�0,7-> (I? ") - CROSSING ° 13+50 14+00 A Q C 15+00 �p W (n ui U) w NQ II ~ > '0 Z O _j W U N W rO J U to �- n O H +oz� II rT _j En (n ow STA: 15+99.7013'R CR=643.34 �.{-r�-.'� STA: 15+64.40 14' CB#5 (TYPE 1)' # CB#4 (TYPE 1) W/ VANED GRATE ,A - -_ W/ VANED GRATE � GRATE = 647.39 SEWER GRATE = 648.87 v", �� CROSSING IE = 645.87 .0)Z t IE = 644.39 i CR=640.12 i �f 0 13'L 11,0 ctj STACB#7 (TYPE 1) CB#6 (TYPE 1),' W/ VANED GRATE W W/ VANED GRATE GRATE = 64�- vJ GRATE = 647.39- 40425?. _ IE = 6413" IE = 644.32 (�'52' r, man 16+00 E H �\\ LNG i NEf RS 2 1 J O \ A GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet LINE TABLE LINE LENGTH BEARING CL1L 125.00 N88-17'02"W CL2L 67.61 N88-17'02"W CL3L 371.36 N74-14'35"E CL4L 146.85 N74-14'35"E CL5L 48.55 SO1-18'37"W CL6L 79.54 S15-45'25"E CL7L 9.62 S16-19'35"W CL8L 250.01 N 16-19'35"E CL9L 494.28 N01-43'16"E CL1OL 250.90 S89-09'12"W CL11 L 190.78 N01-51'08"E CL12L 115.78 N89-09'12"E CL13L 250.25 N01-43'16"E CL14L 355.47 N89-09'12"E CL15L 97.27 SO1-43'16"W CL16L 289.75 S89-09'12"W CL17L 81.65 S16-19'35"W CURVE TABLE CURVE LENGTHI RADIUS DELTA CL1 C 130.83 429.00 17-28'23" CL2C 203.67 160.00 72-55'58" CL3C 279.98 500.00 32-05'00" CL4C 155.94 500.00 17-52'08" CL5C 230.87 750.00 17-38' 13" CL6C 111.31 750.00 8-30'13" CL7C 194.40 300.00 37-07'42" CL8C 299.28 160.00 107-10'23" CL9C 1 244.16 160.00 87-25'56" GRAPHIC SCALE 0 5 10 20 Horizontal Scale 1 inch = 10 feet 653.28 652.91 STA: 14+95.53 291 BOC @ PCC L=106.68 STA: 14+79.76(14.5'L) R=34.50 670 130C @ PCC 652.58 A=177-09'39" 139212 \ L=24.65 N STA: 15+20.13 25'R R=19.50 o BOC @ PC A=72-25'25" 14.28 L=17.2 R=5.50 0=180-00,0 ?„ 652.26 TAN=INFINITE _ 3.97 STA: 15+19.91(17'L) XD R=2.50 BOC @ PC 660 \ Oo=90-582TAN=154 / STA: 15+29.64 25'R STA: 15+22.17(14.5'L) / 130C @ PCC \130C @PCC / 651.77 L=5.92 651.04 \R=174.50 A=1-56' 32" STA: 15+29.85 17' R TAN =2.96 BOC @ PCC STA: 15+54.24 29'L 651.38 L=3.97 R=2.50 BOC @PCC A=90-58' 16" 650 \ TAN=2.54 ` STA: 15+27,59 14.5'R) 130C @ PCC 649.91 �° \ L=24.65 649.36 R=19.50 640 \ A=72-25'25" `\ TAN=14.28 0 NOTE: 4 1. SEE SHEET #13 FOR LINE AND CURVE DATA TABLES. STA: 15+70.00(14'L) F/L @ PCC 2. ALL CURB DIMENSIONS ARE TO Ot1E NOTED. \ �A 648.81 sy,•r� o � 6 19 7S 630 40097 �65TH ST SE / STUART AVE SE SS RFGISTERE� Jp� ql LAND RECORD DRAWING CERTIFICATION EXPIRES 7-30- THESE DRAWINGS CONFORM TO THE ® DBM CONSULTING ENGINEERS, 2004 COIVTRACTOR'S CO T UCTION RECORDS. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE BY DATE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, TITLE/POSITION: mulO 5tayg ym DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID 1 6+74.51 AGREEMENT OR BY DBM IN WRITING. CONFIRMED BY CITY: DATE K PROJECT REF: FAC04-0015 z�zf'oS�J THESE PLANS ARE APPROVED FOR // CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: /0, 2- F G H I J K 1� 0 ~ �W r- W r F C d ��z o In M w� a S ¢a� 4 i W J 010% a N z m w ZZ as 0 3� w Up 4 5 7 no �J "A • �00 L0 Q0 Z>00M <MN w I W I—<ONO U N "(N Z _Zff)�N w� N O to W0) 0) N W � O Z 00 00 Of H m M Q N �-1 WM X L w Zs (Al N 0) O H w Z 00 W M = w c~O LL_ - LA. O O � U J J w 3 LO w o p IN, maf } m O O m m w o � o m w >O Z Z m Y m 0 O U � W of CL W 2 Q U Q o 10 0 W Oz LLJ CO m 0 = r 0 C`J Cn O IS3Z 0 a- Ln 0 N m w w m o; 0 m m I 0 N 0 N LT- 0 a z K IS DOCUMENT AND THE INFORMATION CONTAINED REIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE TAINED. GOVERNMENT JURISDICTIONS ARE HEREBY THORIZED TO COPY AND OTHERWISE USE THIS -ORMATION FOR THEIR BENEFIT. RELEASE OF THIS ORMATION TO ANY NON -GOVERNMENT PERSONNEL I T AUTHORIZED. THE RECIPIENT IS NOT TO COPY, PLICATE, OR DISCLOSE THE CONTENTS TO ANY PERS 2 3 7 650 8 640 �J 10 630 620 Lu V) Q =Z0 d CD CyU + OOV)rLLJ O Ul.* 11 C;d� O 1* Z CO ^-J II U> (~/INUW to + 0 N rn 0 od Co I>I J W J U _ NOTE: 1. SEE SHEET #13 FOR LINE AND CURVE DATA TABLES. 2. ALL CURB DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 00 t C0 II W J U PROPOSED GROU I r- r, o 't + (0 N II II W Q J V) w J it U ME 0 Nw N W W J _U rn 0 CO 00 N N U o d- i? r-0 't M + (0 CA r) m II II LJ W U N + to II H V) � rn + �Lo + m M � II N II N II ail W W N W U U U GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet HIGH POINT STA = 3+13.90 PVI STA = 4+00 PVI ELEV = 650.14 A.D. = -5.68 K = 39.90 227' VC rn N � + ¢ to tr CD d' N 0 0� II II 0 t° 11 Q ip1� +', II > + II �_ II '' Q (n w g _j -J U - N Ul w ''�� V) � M d J U + -' to w 26LF _ 26LF -- --------------------- ------ --12_,PVC �`d„r-------------------------- 12"PVC ---------------------- - - r EXISTING GROUN� e _-�_ ------- ___ ' --- -� 142 LF 12 01 - _� + KA-E- "-f GL�3 52 _-- • _ 320 LF 8" 0! CLASS 5Z __ 5.0( _ WATER 51 LF S- WATER CROSSING CROSSING CR-644.23' 1 `- to 5=1.1 CR=643.32 12`PVC TO CB 46 36F 8PVC _ - 0 0 " S=0.54�' W Lu T Z SEWER �� - - SEWER_ - ("t4"'1'M _ -_ _ _ ) _ CROSSING CBA.54 E 113'L 1) CRR637I70 CB#56 (TYPE 1 GRATE 648. �•';�•�3UJ CR=636.94 GRATE = 64E ��� = 1 E = 645.19 Zr`1 l$ W IE = 644.37 (.F44 Sb ♦^ bt STA: 1 + l 3' L 13'R TA: -- _ CB#55 (TYPE 1) GRATE = 648 33 CB#53 (TYPE ;1) IE = 645.33 1 GRATE = 64� (041. 3$ Crr�► ,40 STA: - ) CB#52 1) GRATE _ ., - c.�11,25 - - �� ._ _ ,_ A. RECORD DRAWING CERTIFIC,+4�N _ IE = 64*. t�14A IS _ y ¢�� of rrnsx8h�� PROJECT REF: F THESE DRAWINGS CONFORM TO TM THESE PLANS ARE APPROVED FOR CONTRACTORS CO T�?UCTION RECbRDS. CONFORMANCE WITH THE CITY OF AUBURN'S a ENGINEERING DIVISION REQUIREMENTS BY DATE - - A..40097.o a� TITLE/POSITION: LAID - APPROVED BY: CONFIRMED BY CITY:_DATE DATE APPROVED: "'W A ski 0+00 1+00 2+00 3+00 B I C I D I E I F G 4+00 H J 5+00 m W (a N d o A? r0 z L.Lj C�"'00 Lu Ln J! rn W Q 00 J CY) V = r— 10 s Z'��C4 LC)z`t a. � L L. 650 7 640 8 630 620 5+50 �J O LL_ J J w 3: O m om w Z -� mw Z m o� y m m w�11-1 p w O O \ 04 r— O 3 0 U 0_ L;j o 0 Q 10 w � 0 o � Z L,J '� 0 N U7: o 0 T 12 13 0 15 17 n CB#j �DI CLS141) L=31.39 R=19.50 A=92-14'07" TAN=20.28 CB# 12 (1.sm) 53 640 630 8 620 1 9 610 10 soo B C L) CB# 8 r CB# 1 L=29.63 R=19.50 i' CB# 9=87-04' 12" k TAN=18.53 L=80.56 / R=764.50 A=6-02' 15" FA: 5+53.54 1 5'L / a STA: 6+18.61 15'L TAN=40.32 BOC ® PCC L=29.5 �i BOC ® PCC 4. R=19.0 .- A=87-57 - CB# 10 PCC TAN=18.82 r \ `��... SD �SD BBB# wd/ C40 �p L=. J R=19.50 34 72 A=93-12'30" TAN=20.62 / STA: 6+22.26 14.5'R L=73.93 BOC ® PCC R=735.50 / A=5'45'33" / CB# 13 TAN=37.00 (LS1"' h/ CIO/ r BC 99 o /140 D E F G H 97 6" PVC ROOF DRAINS98 1 % SLOPE MIN (TYPICAL) \ STA: 6+97.64 14.5'L BOC ® PCC t \ L=178.58 RIE=615.50 \ t =285.50 A=35'S0'18" TAN=92.32 t = \ CB# 40 Ruh �L S \` \ END ROADWAY CONSTRUCTION �_ �� t f5' FROM PROP LINE SD "` '- 8- j�_ _ _ _ __- - t INSTALL TYPE III BARRICADE SD...vr (DETAIL "TRAFFIC-05") CB 1 '8 � SD \ SD ���'SD i�SD �'� \s> A: 6+97.64(14.5 R) SD \ , - CB# 3✓� \\ C ® PCC ` \` \\ SD CB 39 �\ \ i. 5 A05 SD i L=200.17 �--lD S R=314.50 A=36'28'02" k I \ TAN=103.61100 102 `�` \\ t t 7 __----- EXISTING GROUND-7 _------� �� PVI STA = 7+38.58 PVI ELEV = 633.22 Ln CO A.D. - - -7.00 + LO O I. N w o w + CD �� K = 28.56 N U w 'n II > N Z II II rn Co '2@Q' VC a (� F- Fa- N -� + w tD � PROPOSED GROUND cO W NCO c-'i `o I>>I + U M (6 w O Fa- N W J CO ,� Do (V cD I>>I Enr� _..__. vc CO _Z t0 U > J tD CD W II u p r''brr J + A N ► m U + fq + 0 to 06 ■ ■ ■ WATER `- CROSSING CR=638.31 P2 �IZ*) 4 45 F �8 26LF 1 S=0.26% SS 5� 2 = Cu v N w o PVI STA = 8+88.58 PVI ELEV = 615.22 A.D. = 7.00 K = 14.29 100' VC �--�� - -- STA: 13�L S=5.96ro T 3 1�'PV�E. r � o U + ■ ■ 10 E 1) 0 S=8.66X TO CB#8 g6 88 CF �F 8 p� 12"p c r 00 M �` Q � w z z ■ GRATENED642A37 : `{Z• 5� _ w `� ■ IE = 639.36 �t{�,7 2-05. T5 SEWER 1 84LF$» -�- �_ _ `'- �' U �� 0 a ■ STA: S•t4�J 13'R CROSSING CR=632.35 - _ _ VC _ S8R3 _ _ _._ _ _. - - - - `N o w u7 r CB#1 1 (TYPE 1) WATER 5 S_ _ 00 + ro CO 0 z ■ W/ VANED GRATE `FZ'�f-I. CROSSING 57g : ' + 00 q N M M �_ �n GRATE = 642.37 IE = 639.29 t\ ' 'R CR=636.04 8� ' II M `O �r��'�� w + `O a ■ ::, } , STA: _j �i ao Cod 00 p � a CB#14 (TYPE 2) S=0.26% "7 C� `� _ 9 w vi v N w` � II �`' ■ W/ LOCKING LID LID = 639.87�,G`�ok�Z t+�<2iL�'`O = 0/ C o U > � m � r'> ''' 0 ■ IE = 636.86- (a�� G--ti STA: 6+25:28 13 R) _ 2 cn �� v z z Z) CB#15 (TYPE 1) WATER '�� _ �� o 0 ■ W/ VANED GRATE CROSSING --� �\ �� U M 0 Q ■ GRATE = 638.70 VI.300 .f5b CR=629.01 �� i ``� o � v�i ■ IE = 635.44 4„js \� 00 co XX Q W ■ SEWER 1 13 1 0 8) ��` o+o II Iq r, ■ CROSSING CR=624.77 STA 2.73 13'L) CB#16 (TYPE 1) _. 4F7 \ C: : a 7, �` z F- j FUTURE CL w v� w ROADWAY 0) `V _ `O ■ W/ VANED GRATE �� �� �, �` ■ AND CURB INLET 18CF `� `� U �' GRATE = 633.27 G4r•33 B `72 1� ■ IE = 630.06 : t% pVC ppy `\ ■ STA: 7+12.73 13'R) ■ CB#17 (TYPE 1) � Lu ■ W/ VANED GRATE L 10. CB#18 (TYPE 1) ) 3S9 ~` W ■ AND CURB INLET W VANED GRATE / " 5-00� _ ■ GRATE = 633.27 IE = 629.99 AND CURB INLET 1 PVC 20LF 15"PVC \\ r� v� GRATE = 625.60 (�Z'i•r ;�;7;55% S=0.25% ■ IE = 621.56� • TO INLET LU I ` W CROSSING 15"PVC S-4-2ft ■ CR=612TE8 G2ALF ■ SEWER Ibt-'3• ■ CROSSING CR=609.76 STA: 13'A�} CB#39 (TWE 1) ■ STA: 4+80-474(11SO W1 VANED RATE AND CURB INLET ■ CB#40 (TYPE 1) GRATE = 616.25 W/ VANED GRATE IE(12") = 613.39 ,0 AND CURB INLET 5+00 6+00 B 7+00 D 8+00 F GRATE = 616.55 =IV IE(15) = 613.14�►' Low __jE(12_)_= 613.46to 9+00 G 650 630 61 M J NG fN t` c Jy ?' D `f GRAPHIC SCALE 0 10 20 40 Vertical Scale I inch = 5 feet Horizontal Scale 1 inch = 20 feet K mew aCQ t� E• 1 02 d o W� z NOTE: 1. SEE SHEET #13 FOR LINE AND CURVE DATA TABLES. 2. ALL CURB DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. © DBM CONSULTING ENGINEERS, 2004 THIS DOCL*AENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CO ST UCTION RECORDS. BY DATE TITLE/POSITION: jAgR . SLI�YOi�- CONFIRMED BY C11Y: -DATE PROJECT REF: wo4-0015 '"�''�'S `r THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: - Lu miOW% LU aU z W Cl m Z Q as 0 O 3 �ZH a a� OJ �a 5 9 w00 • U7 to cD Z > CO Q N w W Q 00 J (�N U N Z SON a. ro Lj u CD C, f CV O °' rn W � O Z z °0 OD m ri a v N X w N N O O H w �ll Z 00 M�1 a L V) v = w (L_ � w O O 0 U J J w m } 0 m w O 0 - C m w m w o m 0 :04 .- z Z m y 0 m O Of O O W w 0 w 0 = U a Q Q 0 10 w M Ltd o 0 "t Ld r m 0 0 Cal 0 �F 15kk 15u� A C E i K ©s�lz 0 _0 Q Sri 0 Ln 0 N c) w w w -) R a w i n N 0 u N U) 0 0 a a� z 0 r© DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. N 2 CB# 59 (L511A 0 5 n 6 660 % 650 8 640 N 10 630 620 0 Lq 0 + Lo ro II + co o II F Ld II Q w W (n (n Z zz L) EXISTING GROUND -A 0) O H o6 co II OD w * 00 p 06 O rn F Z co Q` + + o J II N J w - H H o >> w J J (n (n (n U w _-- __--_'- -VTLJ C 0 E NOTE: 1. SEE SHEET #13 FOR LINE AND CURVE DATA TABLES. 2. ALL CURB DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. n O co + co N II Lo � rn + co J 0 II < II to J J U II Ld J J U Ld J U ------------------------ ---------- ------�----------------- 1 ^� C*q PVC i►W .0 Z "PVC - _ _ - 5' "1. ,___,__ _ .- TO CB #65 TO CB# 66 WATER _ - CROSSING 12"PVC S=1 _ ,� r �2 CR=640.53 49LF _ �LF 8 DI �LAS�) 12"1 --- - SEWER :5 pof 4 CROSSING S- 0. CR=636.72 .%1 _ TO 4 STA: 0+36.57 13'L VC 5�4.09% _ CB#60 (TYPE 1) 241 LF 8 P WATER GRATE = 63& -� - -- STA: 5.41) CROSSING IE = 635.82 CB#59 (TYI 1) CR=635.87 W/VANED GRATE. ��1 GRATE = 639. IE - i34.32"- SEWER CROSSING CR=628.08 CROSSING STA: .5p-- CR=627.20 C G = 638.85' (01As'bft IE = 635.92 A 2"PVC S:r2.75% o+oo 1+00 z+oo B I C D E o t6 + co cv II u � N J w En U L N W V) = W zz PROPOSED GROUND cD 6 � N � + n mw H + N too o � + 'Q co M II co w w > +coLdIoo " II NII w ao � O t z V) Ld to w I�'Ij F- W U N O J J U U H H J V) Vl J J Q U Lu ------------------ -- �_ S -- 26LF 1 S� `_ - - - -�---- _-- --- =0.260.. ___ CROSSING ✓-- CR=641.79 -�` - - _ _ 1 F8'PV - _____- ------- - SEWER STA: 2+84. 131) CROSSING CB#63 (TYPE 1) CR=637.67 GRATE -f45.8 (� IE STA:jW67 13'R) 670'11t-) STA: 2+36.25(13'L) CB#62 (TYPE 1) CB#64 (TYPE 1 d� GRATE = 644.50 W-4.4-_15% _ GRATE - (o44o IE = 642.8 -- Z,iJ� IE = 641.23 .0 S2 air1 3+00 F G J GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet D 4f HIGH POINT ELEV = 647.62 HIGH POINT STA = 3+80.22 PVI STA = 3+95 PVI ELEV = 649.20 A.D. = -6.55 K = 30.09 itr VC N c0 - O 0) _ M + coo 'n + Q�j Q � II d M II J w w�i - - �i N Q J - Q J 6 U U N w w u) w U U�- t0 m O sr + N If) 0)a � II L6 + to Q *'o II V) ID II W Q 'U ~ �(n w_ U 7 �' � zm-�W W � ► let* 1 le o 5 CB# 21 allIr wW V) a H V) z � j O H O .w cn w O in C4 �L6 co N of z to II N to Ln r j U II �i W < a W J J -_ 175 F 8 "Di C C 1 = .. 49LF 12'p 0C Lir>� WATER STA: 13 13'L CROSSING CB#19 (TYPE 1) CR=641.46 GRATE = 645.48 4R5. S IE = 642.48. 13' R (TYPE 1) GRATE = 645.48 IE=642.41Cl!> RECORD DRAWING C-ERMICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CON TR CTION RECORDS. &1 BY DATE TITLE/POSMN: L 5tt 'h!� CONFIRMED BY CITY. a4TE 4+00 PROJECT REF: FAC04-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY. DATE APPROVED: 5+00 '1 650 640 630 620 5+47.51 7 Woo Z jCom Q�N w 1 W�<°N°I V N �N Zr-. Lo Z ro LC) Z a ro L _j N 00 O 00 Lo N O I\ Z 00 00 ~ m r7 Q N �T N X 1� M L� W 1= � N O O Li I Z OD tj W U O 0 O UN 0 to -J w 0 o m 000 tr mW } O� p m Ld w O \ Z m y m p O O w U af lij z( � U Q 10 W �Z C Ld �rao m 0 c� O 2 3 4 5 6 7 8 9 10 A B C D E I F G 660 650 640 630 620 PM STA = 1+39.78 PVI ELEV = 645.82 A.D. = 1.78 o O m K-56.30 P�oa o ♦� 100'VC $n+e W ++ a n + 1� I Ci � II p p 1 ¢ oo ♦ R r + LM K0 O W O 8$ 4 b 1 rc WMI + W + PROPOSED GROUND u to U �y -2.00 ________________ 49LF 12" PVC ----------- _ S=3.14% TO CB 63 111 12.. :-o. `"�� _ - - - 102 LF 8"0I CLASS 52 1_ _ bW/ -___ e'Di cLAss sz ----- -- ---------------- - __ Z6IF TO 5-0.261< 12'M WATER SEWER _ ��, � UNID CROSSING CRWE� - CR-640.77 192 LF 6" PVC S=L05% _.._ A +� (117��) SEVER ST WATER GRAING TE T) CROSSING CR-636.J0 -o+f2,0Cly,1 R) GRATE = 644T6 fi�11(•01 CR-1,41.66 srA ) E = 644.79 VvY•�f4 CB#'62 (TYPE 1) STA, GRATE = ) 1 IF = 64i33 � 6�N (4U.01 CB#'65 (T(PE 1) IE - 642.90 Io11 •�j') .. GRATE = 644-ft 4."-4W IE=641-'f2 rcll bt f+J>s•3 t1a%) 1 'R) CB/67(T)`PE 1) GRATE - 646:60(c41, fi IE = 642.83 —0+25 0+00 A B C 1+00 D 660 650 640 630 620 2+00 2+35.78 E F G H J K 7a, di yhM m & I GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 loot Horizontal Scale 1 inch = 20 feet NOTE 1. SEE SHEET #13 FOR LINE AND CURVE DATA TABLES. 2. ALL CURB DIMENSIONS ARE TO HACK OF CURB UNLESS OTHERWISE NOTED. O DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EYCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DAM IN WRITING. THESE DRAWINGS CONFORM TO THE CONTRACTpRI TION RECORDS. ON BY ( DATE -7wc TITLE/POSITION: LAA SI►P CONFIRMED BY CITY:DATE" PROJECT REF: FAC04-0075 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: ZlWa— H J I K LU J W 2 w O li ) O� Nov ZZLU � QV 3 QQW 0a°C w J H 4 W 00 U) � UWo0M 5 X a 0) C'j i J� N IO O - Z' Z_ Do DO d n Lj — (Dne 6 O VJ N O 7 W 0 W 3 � zZ °D 1~Ljy N wM1� 4 w r < zN° 0 8 �w03 � z 03 N N Z = w ON0 U� 9 J 3 o > e w m m Q a ED m w m o s 0 m N w Z Z 6 Y C6 a 8U C1 O 3 0 X a w w O w O = U Q a O 10 OZ 0 iw r 0 N 0 o IN U4 7 A B p E E G 27 28 L=263.87 �B#26 20- 29 R=514.50 A=29'23'05" L=30.86 TAN=134.90 R=19.50 (1-s2��� "0=90_39'51SD B# 22 TAN=19.73 \ SD 2 BOC ® PC 54 14.5'L 0�SD— STA: 3+35.9 ® PCC i —zn az 13 1 m N, 10 17 I 19 110 •.f 650 640 AN 620 —O--LJ Vtuv 1 +00 CB# 244 R=485.50 CB# 23 --/ as.122i 0=32'05'00" C15123) TAN=139.60 6" PVC ROOF DRAINS 1 % SLOPE MIN (TYPICAL) 22 I 23 2+00 3+00 OS\` • STA: 3+59.52(14.5 R) as, • 24 e 650 640 630 620 4+00 C 0N s� <T y ti �r3 two -- R=19.50 ENG 6=87'00'08" TAN=18.51 STA: 4+02.45(14.5'L) GRAPHIC SCALE BOC ® PT 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet NOTE: 1. SEE SHEET #13 FOR LINE AND CURVE DATA TABLES. 2. ALL CURB DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. m DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTgUCTION RECORDS. _. a 1 DATE TITLE/POSITION: St j7W)W ,. CONFIRMED BY CITY: _C,,.� DATE PROJECT REF: FAC04 — 0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: ese4 DATE APPROVED: _ U A B C D E E H J K )T Ct k �i JL ate ` C� 3 0 5 X N 8 9 10 J Ld 3 m L m m Z 0 LIJ m m Q Y U 0 UOc m m �.d Q Q W 3 611-1 0 H O \ N O im � a 12 3 14 15 16 17 18 19 110 A B I C I D E I F I G I H J K 650 XII] .•B laerf, M 630 3+50 4+00 5+00 6+00 7+00.81 A B I C I D I E I F I G GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale I inch = 20 feet NOTE 1. SEE SHEET /1 } FOR 111E AND CURVE DATA TABLES. 2. ALL CULT BBBBgNS ARE TO BACK OF CURB MESS OTHEIN BE HMO. o DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS AXE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL 5 NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. H RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE B NTRAC CO UCTION RE�S. BY DATE nTLE/POSITION: AJV 'S� CONFIRMED BY CITY: G 2- DATE PROJECT REF: FAC04-0015 M 14°S7 THESE PLANS ARE APPROVED FOR l CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DMS10N REQUIREMENTS APPROVED BY: DATE APPROVED: j16r J K d� 6� cam' d,Tf� F CID 6 O I U O N 1 6P,r e`yy OR Q � J 2 0 LL. W O cn Na> w ZpQ Q Q F- 3 Q p � Q OJT �aN w J F 4 uj 00 to V) o t° 5 Q(MN i W Fm— N _ Z oI G. r) w" (Dof 6 C) 0 N n 7 w<S n z � N v z" V � N z0 8 "W, �Z� Z W ix- '0 O N U0 9 N m Ym U o 0 1.1 10 LLI V Z 0 _ r m U IS o OSD 183Z. 2 3 :1 5 M 7 • 9 10 A O DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT DINE THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUrH0RQED TO COPY AND OTHERWISE JSE THIS INFORMATION FOR THEIR BENEFIT RELEASE Of THIS RIFORMATION TO MY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR UITITY EXCEPT A5 EXPRESSLY AUTHORIZED BY SAIO ADIWFAIENT OR BY DBM IN WRITING, C Lp7 E NOTE:- 1. SEE SW #13 FOR LINE AND CURVE DATA TABLES. 2. ALL CURB DRIENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. F C: I I I I I I I I I ■ _ ■ I I I I I I 1 I ; I N A 34 I 9 GB/ 72 0 6; I : I I 8 l I EXISTING CB ' BA 81 CB/7 -19. R-19.50 A=90'0 / f i 11 A'42• I TAN-19.50 TAN-1.50 � � � ■ TAN=19.50 r 0-52 \- ' CB/ 73 STA: 2+16.1 14'L BOC B PT ��___ - I ■ J 3 SD- I � _O+w S 3 J S 0IIp0 --F__- _-_-+--- 1 Or ---___ 1+00 st� W w�W� -N•W�w �jI ITEM /\�� s s s� R� LI LI 0�o- ___93 ______________________ SD���-Sp SD ---------------------------- IS 0 / A \\ 11 i^ rf ■ (LS ZZ1) \�� REMOVABLE / ■ _ C8/' 77 BOLLARDS �sue� 630 620 610 .66 590 A �F fv1 ao ,r�� h ag o 1 A 0 �^ O J 1 U IJ WATER IE 605.17 EXISTING GROUND _ 70LF 12TNC I I ___ S=0.40% -� TO CB/82 YI -- IjIV1L STORM DRAINAGE tE(R DNG SYSTEM ! , H J ^` GRAPHIC SCALE o 0 10 20 40 Vertical Scale 1 inch = 5 feet "I Horizontal Scale 1 inch = 20, feet I I Q a 3 33 2 TAN-63.70 �w rH�W W 7T7 A-1 T28'22 TAN-68.15 1 S 2 m N N N } tl PIASTA - 2+47.20 o g o a A PV1 ELEV - 812.93 0 O1 A A A0. - 2.M + K - 40.82 A A �' N' i� ■ Z U . I 120' VC J U _ _ --- - _ _-- g R S = - ------ a Al fr ySV�s /i M � _ - 4 yypp 1 + 1 O N i i CY +O ♦-n w - t 3r�7.0 I _ r� W LU PROPOSED I ..'. EDG 17 _..Wf VANED GRATE 0 GRATE - mtm CROSSING 11 .12 WATER - -' - IE 4I1 ;,4'i 0 W ,.-- . 491E 12•PrC 5> CR-609.74,� % , W 22LF 12 PVC . C: CB/6w 2dLF S-0.50% 12TNC S=0 25E T0'I ISLET .� 1 - _ - : v! c. .., .z IN 1 26_ LF m r, JiSF 12 5=0.25% WATER 1 13' CROSSING 102LF 18?YC CR-B07.15 _ _ "��r - _ 76 E 1) S-2.34%TO 7r - 3+�13• W/ VANED GRATE WEST POND r CCRO5SRIGR--F e P`(L 5� 5 S A.3_s� -r' GRATE - ii4M 4 .l'8 1� T7- `BN.� A ISM 17 �R s 1E(12') - IoaswD.i 2$ CROSSING 4ODD7 P IE(187-�y1 4s z.ses,T Ix S'y CR-606.38 , p441ST6T�°SJ� ____ - LEA -_ _ -T+ T ____ SEWER C�S� 62 - W REMOVABLE TURNDONM A N / 7-3C-06 GRATE - 808.57 CROSSING �R ELBOW AT NORTH AND CR-599 19 EAST CONNECTIONS IE (T:603.22 IE - 803.02 IS 3 L CR-603.78 AND VANED ORATE .. GRATE - 4MMM (P LS.Ij. _ b 15�A A IE (12 ):649r64(N) 4. 93 GRATE - 699 "LG 544 IE (187- BBB.II(W)WS• 3 M! 2 u�.l� E=N�RBS c��o p IE(ie - s)4MS•. 3 IE = 607A31.--1 H . ' 15A'6.� ATE - e� IE=8Y..7E -1 _. _.. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRAC R'S CO S RUCTION RECORDS. BY DATE TITLE/POSITION: Lft 5"W-- CONFIRMED BY CITY.-,:-�DATE PROJECT REF: FAC04-0015 4!0 y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: 41 IN 630 620 W-1961 ITS 590 0+00 1+00 2+00 3+00 4+00 5+00 B C D E F G I H I J I K � =. no r�� d O+IIA A2P a�ae 1 W 00 LO CO (D W00M 5 a�LQ'.1 MM ( ;!! =QDo C)3N V �Z� O to Lo M W� (D r L!J 0 1- 7 A 9 I y Z' 3 ai 3�r m 0 w 0 1.� 10 ] O Z O N CD oo O 0 F G Z R Z 2 I 2 5 6 650 7 640 8 630 9 620 10 o DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN 6 PROPRIETARY TO DON. ALL COPYRIGHTS ARE RETAINED. G RNNENT JURISDICTIONS ME HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFVRI IH FOR THEIR BENI RELEASE OF THIS INFORMATION TO ANY NON-GO&RHMENT PERSONNEL IS NOT AUTHOR=. TIME RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE 1K CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DM M WRITING. n m N b s^ NW O ■ ■ + � b A U N■ G � W ■ PROPOSEDI W ■ U ■ /� RE/ ■ ■ W■ 6 ■ 26LF 12'PVC ■---------- ,_��� ■ C S=6 A2x WATER ,2 1+ GROSSING OYPE , - CR-625.63 WANED GRATE �y ■ GRATE _ _ R 35 Sf31.O 13y1 Ci ■ - - _ ,25PV SEWER �..---..._ CROSSING CB/79 (TYPE 1) CR=B20.19 W/ VANED GRATE .I f I� E - GI I114•,� NOTE: 1. SEE SHEET #13 FOR LINE AND CURVE DATA TABLES. 2. ALL CURB DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. HIGH POINT ELEV = 639.25 HIGH POINT STA = 7+81.58 PVI STA = 7+01 PIA EL.EV = 639.90 A.D. _ -6.65 K = 30.81 205' VC w �a N m n o m m $ An m + 0 + m + m # b + O 4 b A m A m A n A + II + A + II A A:i O1 U U U U U U U GGIUW EXISTING GROUND J SEWER CROSSING CR-627.92 GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet ■ ■ m a ■ + + m $ n ■ X Y rn iO EXISTING GROUND ■ U U MI m ------------------------- m ,= + m W W U 4V t-F iY PJL O -0.71 S LL WATER \� CROSSING CR=634.74 fTTRfanIM� W1i� a RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR' 4ON T CTION RECORDS. BY idi DATE TITLE/POSITION: buy 5Umug CONFIRMED BY CITY: DATE 4 4r14•Z(5.1 `WATER . 7 13' CR06$ 29 1. CR-6; E - e3'N 9R E_ 30 (TYPE 1) CORM FI = fiii6�,. IF = 634.6W N.qb b-s-Ea ti 31 1 E - 4,3'b IE-Ji+Mb'.JI19 PROJECT REF: FAC04-0015 A I3 11 S N THESE PLANS ARE APPROVED FOR l CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: 5+00 6+00 7+00 8+00 9+00 10+00 A B C D E F I G I H J K m � W 2 KILN � NON 3 a 2 aZNED 0 3 CO W N LA uj d 5 a 0) C-4 =dDD 3 N Co' Z� O LO Lo n w c0 i 650 FFF--O O 7 WOI m w3o z^ Z m m OC ~ GO n 640 z<� N w1 v w a N aN P/_I Z O 8 W z I r w W 630 (A Z w 4 L_ O N In ULU 0 9 J 620 yy� Or > }}0 }w m o m o w m m 0 O w N w Z-5 Z Ed y m p 0 O 3 V x Li O O V Q 10 0 LNJ f AV Z 0 N N ° 0 N asD 1P32 A B C D E F G H J K 2 3 El 5 6 660 7 650 8 640 630 9 620 10 LOW POINT ELEV - 6T6.64 LOW POINT STA - 11+72.62 ■ PVI STA - 11+90.10 ■ EXISTING GROUND PVI ELEV - 636.42 ■ A.D. - L31 ■ R - 3e.95 I •, vwu I o ■ + In.) + n C n O ro n n@ C ■ 9 OA ON ■ 1 � Y � + �1j{ � I - A �- 1 � 1 } HnN + ■ w w Z�� ,, Oyy A A> I? 1 H 5i i� N ■ U U � � � w � `G'17 � 7w � � Y N ■ PROPOSED -0.711E I-T 26LF 12'PVC ,51•s1 T IN 8 PVC SOR 35 S_0.6u. __ -- wA4SI,CROSS 4633:67 63? 51 CR-632.E - L6ES6 by,o toISS W■ SEl.'ly,c vJ ■ CROSSING ISTA CR-630.31 CB/35 = M' E" GRATE ■ IE - 63J.'29 W ■ 10+00 A 11+00 12+00 B I C D I E 660 650 640 630 GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet 650 640 630 �NZ�] e •99 NOTE: 1. SEE SHEET #13 FOR LIE AND CARVE DATA TAKES, 2. ALL CURS DIMENSIONS ARE TO 8M OF CURB UNLESS OTHEAMISE NOTED. 620 a DBM CONSULTING ENGINEERS, 2004 T DOCUMENT AND T INFORMATION CONTAINED 1EREN S PROPRIETARY TO DIM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERMTSE USE TNIS NFORNATION FOR THEN BENEF T. RELEASE OF THIS INFORMATON To ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECI' ENT IS NOT TO COIN, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTRY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DOM IN WRITING. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACT 0 UCTION RECORDS. BY DATE TITLE/POSITION: 400 SEIPWVW- CONFIRMED BY CITY. -ell DATE 2�� 650 4 L5 w00 640 w0M 5 Q0)N i �Do Pz. M�(V MW� 630 6 it 0 bLV LI) N n 7 W rTl W 3 0 � z�� z W n 610 Ih W t v z� N N 8 1 z� 600 0-0 U� 9 Lam+ PROJECT REF: FAC04-0015 A'L4os'`� THESE PLANS ARE APPROVED FOR l CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY.• DATE APPROVED: zlJlln F I G I H I J I K Z-j (� I m Y m U U p& < O O 10 W N 0 Z N NS o (OTDI93Z G J 2 5 r� 7 0 10 C 34 tB�11' 76 (�5?oSl CB# 62 o D6M CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO GBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY. DUPLICATE. OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID `AGREEMENT OR BY DBM IN WRITING. 620 610 ... C S=0.50% SS IJ� (� 106LF 18'PVC ]-A!■■!<TO CCBFW78_ Y WATER -e-25% F (_ 48LF 18'PVC 5251G TO C13I(7,3 7) CROSSING CR= 08.73 103LF 18'PVC S=y, SEWER CROSSING STA 0+12.59 1 W/ VANED GRATE �Is.l3 GRATE =■i+.lb 41I 3Y. IE (127--9f8:T7 0+00 W/REMOVABLE TURNDOWN ELBOW AT NORTH AND EAST CONNECTIONS AND VANED GRATE ,3 GRATE = 614.46 IE (127= 610:64(N) O00.b3 1E (187= fiG5.89(W) Tpej.$3 K (18)= StO.14(E)(,,�j.-9} IE (18'= 605.89(S) Chi .03 C 1+00 STA 1+40.35 18 W/ TRASH RACK IE = 503.50 I I I I I I I � I I R� (t5�3>_� SD7 cerl ez GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet 620 610 .p• 510 600 PROPOSED GROUND W/ROUND LOCKING LID STA:-0+2532 RIM - 844.00E - 12 OUTLET IE - 604.60 W/ TRASH RACK W4'.m STA: C IE=6Bd:60 CB Bi i3Z W/ SOLID LOCK RIM = IE _ 0+00 TITLE/POSITION: 1A40 591ft"49- CONFIRMED BY CITY: WE EXISTING GG IE=605.2605.27 I I i I I oo� I O EXISTING CB - RIM = 608.57 O IE = 803.023.02 I I GB(r 6, I A.s>�9 I I I I —cep ro 59 310 300 SEWER EXISTING C CROSSING 3RATE = 608.5 CR=599.19 IE IN)= 603.2 IE = 603.0 STA 1 CB 81 GRATE = 606/8 4,00k.10 IE = WZA4(ooZ oA0 1+00 PROJECT REF: FAC04-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: N R E Q Z 1- G O 4V � ''s'�•�s � 1 �o4�gy , w� (n 1t) w 00 l) 5 Q0)N I W��� JN N U - z r. 0 In Mwv 0 0 0 7 • 9 J J w >> 3 0 m w o II] m m m w ED O i 0 0 i N w Z O] 3 Y O) 0 w O 4 O w Of= OL O O U Q O 10 M�Z 0 w C N 0 B o E I F G H J I K 0 I D I E I F I G I H J p K �z C! 7 10 .6ET --- E-.163D _.._.._. _.. -0+50.09 .r LI 630 620 ---------- ---- ------- ---- ---- --- -- -- --- ---- _ ---- - --- ------ _ - m Q _ ----- -- "-2 e � 2 W BSI - _ © --- -----cq ------------- - ---- A -- 2+00 3+00 �� SD SD -'� SD "" SD 50 SD SD SD SD SD SDSD 9096 -- - - GRAPHIC SCALE �i _ _ _ E-604.60 .: J _______ ___________ , 0 10 20 40 V 20' ` _ DRAINAGE EASEMENT Vertical Scole 1 inch = 5 feet ____� Horizontal Scole 1 inch = 20 feet r- _ C) C 102 101 ���� 15"PVC 26LF 1S=0.26%0.25% t20L=F STA-0+40.07 LF 1 L 12"PVC E-a16M S=10.94% 9.9o1i 610 61g:.s TO CB#18 O+ 32,�1 WATER STA 6rtii:66 CR05361G CR-611.66 CB 38 E 2 GRATE = 62e.6ef Co(4- S SEWER ROSSING CR=609.76 STA. e+: STA:-0+13.00 CB 39 TYPE 1 CB 40 1 W/ VANED GRATE 600 W/ VANED GRATE AND CURB NLET AND CURB INLET .40 GRATE - 616,116G5 GRATE = 61626 G111 E(127 = er3-.M t 13,15 IE(127 - 513AG 50 E(15'=-8i8.1d (i43.1T IE(157 - 613.?T 36 0 DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATON FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO AHY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPUCAIT DR p LOSE THE CONTENTS TO ANY PERSON OR ENTITY'EX AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. MITI] DRAINS 15 YA" DRW — u SDMH# 37 i (L5 A4 5) / 13 / 1 / I I / / 1 / / DRAIN 165LF 12'PVC S=13.09% TO CB#36 STA. 3+66.66 W/VANED GRATE GRATE - 617.00* IE (12") - 612.50 IE (157 - 612.25 E (247 - 611.50 6CFzq PVC \S`9 z j% EAST N� 620 610 W/TRASH RACK 600 IE=-604-rW tootr,"T3 RECORD DRAWING CERTIFICATION THESE D24WINGS CONFORM TO THE CONTRACTOR ON T UCTION RECORDS. BY DATE TITLE/POSITION: //f■& 5404yfdP- CONFIRMED BY CRY: Gam_ DATE % d PROJECT REF: FAC04-0015 �l�1oSy , THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY.• DATE APPROVED: 7�,�/nc 5 0 0_ O 7 W J_ LL LV J' Z Sao 3 O Q m NQa Q o Zy Q Q aW W� �LID o tO Lin a�(V �=aDIo 3: CIJ C14 (V Z. O In I- CNJ Lo n W� (0 (n N O 00 W< w 3 0 z^ Z m m K m h z�i INI N V ~ a zNOM 0 H- zm Z m uj N 7 N z W b {� O0 N U0 9 � J W } 3 O Y m w o \ m< � m m U om m N \ W 0 Z Ol 3 y O m p O O O O V Q O 10 CO O 0 V LLLJ CV 0 oN o O 0 L C F H J G J 2 3 5 0 7 0 10 0 a DBM CONSULTING ENGINEERS, 2004 TRS DOCUMENT AND THE INFORWTION COHTAAI D HEREIN 15 PROPRIETARY TO DOM. ALL COPYRIGHTS ARE RETAIIWD. CVERNMENT JURISpCTgNS ARE HEREBY AUT/gR = TO COPY AND OTHERIRSE USE TeS MFORIMTIOM FOR M ff N W. RELEASE OF T14S KOMMTION TO ANY NON -GOVERNMENT PERSONNEL IS MOT AInHORIZED, THE RECIPIENT IS HOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENRTY EXCEPT AS EXPRESSLY AUTHORIZED BY SAIO AGIlEORENi OR BY DBM N WMTIND. BOA C I D I E I F i 620 610 Gee 590 (711TNOL 511tUC7URE) [no773 0+00 IBEHNE GRATE ATE �-.�5886.88 5q,4 S3 0+87.36 W i GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale 7 inch = 20 feet RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRALTO C NSTRUCTION RECORDS. BY ,1-_ DATE TITLE/POSI770N: LAD CONFIRMED BY CITY: G,�__ DATE K PROJECT REF: FAC04-0015 yLl�eSey THESE PLANS ARE APPROVED FOR / CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DWISION RED APPROVED BY: 61 DATE APPROVED: �l1�Si1 1 2 W W 0 all 3 5 0 7 w00 �to o `O Q � N =aaoo' Cq O'3C14 CV PZ Lo re) K)W LD � 0 O A N S2 3 m di lL) a O F) o hK< 10 �� C5 Z N N °ee 0to o 0 V 114 FBI E F G W J K 620 1 •19 610 2 6m 0 W95 3 590 0+00 C! 5 0 7 L 9 due A I B I C I D I E 1+00 SECTION A- A 615 610 LT--1j 595 2+00 0+00 1+00 2+00 SECTION B- B Mr. 0 1+00 SECTION C- C C G n --_ 50 590 H J GRAPHIC SCALE 0 10 20 40 Vertical Scale I inch = 5 feel 1 K A Hortzonfal Scale I inch =20 feet V 015 �r 2 u-) -�, 90 m 2 41 it C 3 Z V 620 PROJECT -- . MONUMENT - w J ' LOCATKIN SOW w (COWWX . 615 fA' 1 ' 4 CFWN LINK FENCE �' 1 ' a • e r F .I . 1..1..F n u • nor � ' lu 9 •I�Frr�, . 7 625 ' \ 620 815 � = 8 Man son 610 u�1,_1 D 605 • - 4C097 . 9 NOTES: 900 1. SEE SHEET #23 FOR INLET AND OUTLET PROFILES. SEE SHEET #42 FOR OUTLET CONTROL STRUCTURE DETAILS. 2. SEE NOTES AND DETAIL SHEET/ 42 FOR GEOTECHNICAL INFORMATION 595 AND CONSTRUCTION REQUIREMENTS ON POND FILL SLOPE. 3. SEE SEPARATE LANDSCAPING PLANS FOR POND LANDSCAPING. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACT 'S C ST UCTION RECORDS. BY DATE T►TLE/POSITION: LAV SI� CONFIRMED BY CITY: jj,2�_DATE PROJECT REF: FACIU-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE ON OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: )� D E I F I G I H I J I K _r. Z -r 3® W C O 10 0 w I Z O NC4 w 0 N O A B C I D E F I G777 I H J 4' `, 1 ■ 1\\ 4 WEDGE CURB \ ^ \ 14' MIN —{ ALONG NORTH EDGE 44 2X SLOPE TO NORTH _ ______ _______ /�------- - --- \ ` \ 2A CLASS ACP B R _ _ ____ SMN1 GRAVEL BASE 1 3 REMOVABLE (D `\ 1\ `\ `\ EAST POND ACCESS ROAD CROSS SECTION PER C.OA NL (PAVED PORTION) TRAFFIC- (p \ ` \ \ N.T.S. 1 ` ` .,� EAST rung ACCESS ROAD `v 1 I 2 SLOPE e 1 MAx I..-- `` \\ \ 1 I 14' MIN 25 SLOPE TO POND I ' �fff /m \ I ■ _ `\\ \ /^\ ; '\ 4' OF 1-1/4' CRUSHED SURFACING EAST POND ACCESS ROAD CROSS SECTION I N.T.S. 3 El 5 leJ 2 10 / 1 PE� I N \ acre 11NK FENCE -- vv S � ■ ■ 1 � ■1 Iv ■ v\ Yr�^ ■ / I I I I i I `\ 1 � `� S W I 10010 V 1 qP 00 Q-O I I 1 v v v I ♦ 1 1 1 ` • \ A / GRAVEL FILTER BERM SEE DETNL'EROSION-O6' ■ CD O ■■� r A •1 Qc) ■ x \, 1 A NORM N I I I EASt1 POND ■ ■ ■ * ■ _______________________-_____-______________-____ O_ _ _ _ ___ _ ____ \ I 1 \I \ \\\ �i�/�\``� EMERGENCY OVERFLOW ----'- T SDMH yet 0 0 / 1 --- -- - 0 0 _ 0 0 Fj - - O L \ OHO 1 \ 000 1 1 1 — — — _ — RIP RAP c�IIIIIIII a i i D ,.- -' --- / --------------------- - A I B I C I D I E F I G H 2 GRAPHIC SCALE 0 10 20 40 Vertical Scale I inch = 5 feel Horizontal Scale I Inch =20 feel V Z 2 L 0 3 � a q N W NOTE: w 1. SEE SHEET #28 FOR CROSS SECTION PROFILES. SEE SHEETS #24-25 FOR INLET AND OUTLET PROFILES. 4 SEE SHEET #42 FOR CONTROL STRUCTURE DETAILS. 2. SEE SEPARATE LANDSCAPING PLANS FOR POND LANDSCAPING. EAST POND REOUIRED DETENTION 55,760cf PROVIDED DETENTION 68,6200 REQUIRED WATER QUALITY 38,935cf PROVIDED WATER QUALITY 42 180cf i `\ `, ed RCCI::TEFtiE��Jp RECORD D A TION THESE DRAWINGS CONFORM TO THE CONTRACT CO STRUCTION RECORDS. 1 BY DATE TITLE/POSITION: L/NO SvFVElbQ CONFIRMED BY CITY: =_DATE 2 J PROJECT REF: FAC04-0015 y1%409'-j THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: 2/ 510T MR w 11 7 0 9 W00 ULNL� W0� ?>000) N=a 00 W Cn3N CV z. LMON a �Zv It ir J W " K W C m Q m U m 0 N p m m w p w Z m y m p ci o U 3 0 iX w 10 cf)0 wZ C /) N O E F L W J 2 w 650 1 645 640 2 635 630 3 625 620 4 615 610 605 5 11 7 N 9 10 A I B C D TOP OF POND TOP OF BERM i EL - 610.00 EL - 610.00 TIE TO IXISRING EL - 610.00 L91K FENCE i M.W.EL - 609.00 '' �� 3.0' "i - _____ __ ___________ _______________ - 3.0eocm' BENCH 10 YR W.S. EL - 408.60 � BENC ry__ �� --- BOTTOM LS EL - 605.50 BOTTOM EL = 600.50 SEDMAENT STORAGE -------- -- - 0 1+00 SECTION B-B 2+00 650 645 645 640 640 635 635 630 630 625 625 620 620 615 615 610 610 605 605 1 f9 - TOP OF BERM j TOP OF POND EL = 610.00 EL - 610.00 6.0' ESS CMAeI 11NK FENCE CHAIN UNK FENCE ' -i __________________________M_W_EL=609.00______________________________ _ 3.0' 10 IXISTII/0 - 807.70 :ELM1 ____________________________________________________________------- 10 YR W.S. EL - 606.00 BENCH NCE LOCATION 'i BOTTOM LS EL - 605.50 BOTTOM EL - 604.50 1+00 SECTION C-C 0+00 1 +oo 2+00 3+00 a+oo SECTION A- A A I B I C I D E I F I G I H 1+W 635 630 625 620 615 610 605 600 595 BOUNDARY UNE 645 640 635 630 625 620 615 610 605 GRAPHIC SCALE 0 10 20 40 Vertical Scale I inch = 5 feel Horizontal Scale I inch =20 feet RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTORPF CON RECORDS. BY DATE -7k(M1 nTLE/POSmON: -LA8q 'AffM ld- CONFIRMED BY CITY. DATE ? rrS PROJECT REF: FAC04-0015 THESE PUNS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AMMS S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: _ I DATE APPROVED: 2- 316 2 4 a� 7 N A rp"`11 Zg3m _ V 7 zN N N a. $ z Lq U zm� O N O U� 9 C 10 Ci O N No 0 A I B I c I D I E I F I I H I I 11 R 2 3 El 5 650 6 640 7 630 620 8 610 9 + o ,TEE RETE BLOCK 600 10 RIM = 61-3:83 G13,5o IE (OUT) = Sall mZV IE (IN) N,E = 604.00 4o2�`e'f -utco utvv A PVI STA - 1+14 PVI ELEV - 618.22 A.D. - 0.44 K - 225.89 100VC IE (TEE)= 609.84 W/CLEANOUT (LT) IE (CO)- 1111.46(M61 ) `11 31 LF O 2.0R(MIN) EXISTING GROUND a 0 ------------- STORM CROSSING I IE = 624,03 _ 8"x8'x6" TEE W/CONCRETE THRUST BLOCK - ISTA 2+05.56(5'R) IE (TEE)= 614.82 W/CLEANOUT (LT) STA: SERVICETEE SERVICE TEE 235 #3 6" SERVICE TEE #61 (TEE)= W CLEANOUT / (�) IF IF (CO)= fi'L6'.05(MIN) 7 11 IE IE (TEE)= fi10.62 UT (LT) W/CLEANOUT (LT) W LF 0 2.0%(MI ) 21 LF O 2.OR(MIN) L 31 LF O 2.0% (MIN) W/CLEANOUT (RT) E (CO)a 4.0 1 (w 4) 4' 1 IE (CO)- 611.04(MIN) 31 LF O 2.OR(MRQ 21 LF O 2.0R(MIN) GROUND IE (TEE)= 618.62 W/CLEANOUT (RT) IE (CO)=61se4(sma) (P2Z b9 21LF O 2.0R(MIN) 1 +00 2+00 3+00 B I c I D I E I F I c FP-641.1 :44e.1a S1,1- 650 GRAPHIC SCALE 0 10 20 40 L� r Vertical Scale I inch = 5 feet 2 rQ Horizontal Scale I inch = 20 feet -- - W z w p�� w QZQ Q DO �>0 o r- 3 sous 1. LOCATIONS OF ALL AIR/VACS AND w J BLOW -OFFS MUST BE APPROVED BY THE CITY OF BONNEY LAKE. 4 2. INDIVIDUAL PRESSURE REDUCING VALVES ARE REQUIRED FOR EACH BUILDING. 3. USE VERTICAL DEFLECTIONS TO MAINTAIN APPROXIMATELY 42' OF COVER. CONTRACTOR TO ENSURE THAT ANY ADJUSTMENTS TO WATERLINES WILL NOT CREATE ANY CROSSING CONFLICTS WITH OTHER UTILITY LINES. ■ ■ � m Y � ■ W >U> ■ ■ ■ - __- 640 ■ -----_ ----- --------- ------------" ■ ■ t 6'z8'x8-TEE _ W/CONCRETE 630 ■ THRUST BLOCK ■ ■ STA 4yAP6d ■ $$MH 1611-34 4 DN) VAy7` ■ RIM = 638.51 IE (OUT) = 626-4111 174•415 ■ IE (IN) N,E = 626.20 GyCx,OS A 4+02.1 5'R : 620 4 r TA: 3+65.57 5'R IE (TEE)- 622.20 ■ M 4■O 6 SERVICE TEE 63 W/CST (RT) IE (CO)-419Mdi(WN)'_ ly ■ I �eST4RT"O p IE (TEE)= 620.56 W/CLEANOUT (LT) 21 LF O 2.0R(MIN)�� ■ l At LANOa IE (CO)= 62+:Y8(MM) IP ZI Si ■ W 7-30-e'er ,. 31 LF O 2.0R(MIN) STA: 4+45.57 5'R ■ ■ WT 2 6 SERVICE TEE 64 IE (TEE)= 624.13 ■ RECORD DRAWING CERTIFICATION W/CLEANOUT (LT), IE (CO)- ■ :', ■ LJJ THESE DRAWINGS CONFORM TO THE 31 LF O 2.0R(MIN) ■ L J CONTRAI�'T[Ql/� S C UCTION RECORDS. ■ cc BY r►^`/ DATE wA WHIM ONLY _7A� TITLE/POSITION_ 4A& SUS THESE PLANS ARE HEREBY APPROVED'- FOR CONFORMANCE WITH THE CITY OF CONFIRMED BY CITY_C.L-DATE 3 BONNEY LAKE PUBLIC WORKS STANDARDS CIFlCATIONS. APPROVAL IS VALID OR R OF 12 MONTHS FROM PROJECT REF: FAC04-0015 THE 0 SIGNATURE THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S CI E GINEER PATE ENGINEERING DIVISION REQUIREMENTS APPROVED BY: 4+00 DATE APPROVED:��� H J I K I I a 0 0 Eso W N 00 11,11 LAJ O r� Q N �2Q00 N N 3 O Lo pr) (D Q 9 J J yy 3 w O Q N O m m W O O \ w z-3 z m Y mp 0 O 3 U Of Lii w 4a i a a O O U Q O 10 0 w 0),v Oz d U) 0 CN O O A B C D E F G H 1 64 FP=641.1 65 66 6 FP=644.7 FP=647.4 8 0 81 FP=649.3 FP=650.6 2 FP=651.8 o,-ro w 5+000 5.1 L STA: 5+90.56(20'L) SIX- e+7e:77(22.25'L) STA 7+50.56(20'L) STA 4� ) 1' SERVICE LINE FIRE HYDRANT ASSEMBLY I' SERVICE LINE (1) R,TEE (MJ WITH 3/4• (1) 6'x6 ME(MJxFL) METER ASSEMBLY W/CONC. THRUST BLOCK W,TH 3/4' DUAL (3) 8' GATE VALVE (1) 6' GATE VALVE (FLxMJ) 1r �, ` METER ASSEMBLY 1 (MJxMJ) STA i'fi!#{�A!'L� 0) ff yu (MJ) (3) B' GATE VALVE (MJxMJ) ZEEim III 3 w ■� w w w --- �w —._ - O 6+Do ____ W w w w --g- w _ w W w w ~- _ _ �W $ $ $ $ $ S VJ $ _ S_ S'-- I \ ■ $ $ 9, n 4 � u SSMH #1611-34-� I, E I ■ S i N y ■ SSMH /1e11-3e \ S E SSMH #1611-41 � 47 58 68.6NfFP=644.8 FP=649I III I o FP= 651.3 C 7 on E 10 650 640 630 we 4+50 A 5+00 :a 4121 7+00 E 9+00 J K GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet NOTE: 1. LOCATIONS OF ALL AIR/VACS AND BLOW -OFFS MUST BE APPROVED BY THE CITY OF BONNEY LAKE. 2. INDIVIDUAL PRESSURE REDUCING VALVES ARE REQUIRED FOR EACH BUILDING. S. USE VERTICAL DEFLECTIONS TO MAINTAIN 1PPROXIMATELY 42' OF COVER. CONTRACTOR TO ENSURE THAT ANY ADJUSTMENTS TO VATERLINES WILL NOT CREATE ANY CROSSING ;ONFUCTS WITH OTHER UTILITY LINES. O DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARI TO DBM. ALL COPYROHH$ ARE RETAINED. GOVERNMENT JURISDICTIONS ARE REREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORIMTION:FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY M01N-OOVERNMEN( PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY. DUPLICATE. OR DOCUOK THE CONTENTS TO MII IT.RSON OR ENTITY D(CI M AS EXPRESSLY AUTHORIZED BY SAO AGREEMENT QM N IIIIIIIIIII IN 1IIIIIIIO. ZS: 1=: %I,: 1 THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS IFICATIONS. APPROVAL IS VAUD OR A P I OF 12 MONTHS FROM THE D 0 SIGNATURE ./•4T CI E N ER DATE ECORD DRAWING CERn ATION W W J 2U. a0y Q 3 oc 3 W Oil Za Q a� o 3 � 3aZ U) IL W� NLO �o won om 5 a0)N LLLL�� �I 0, POito N of 6 0 0 7 THESE DRAWINGS CONFORM TO THE CONTRACTOR',S 1CONiTION RECORDS. BY 4.DATE 9 V, N O Woo WO O W 3 0 zzm �GO zm N WM w a zN0 0 0-4 LA. E. 2 0 ✓ Q N zw O—w N O U0 N TITLE/POSITION: !Ally SllAlE� w CONFIRMED BY CITY: C L DATE rAVAjr > o > 3 GO m LO m 0 N O C2 PROJECT REF: FAC04-0015 4 -1 � THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: L/3laj W Z m Z m 3 y U m w_ p Of 0 O w w = a a O O U Q 10 Ld ��o 0 M °0 o Is C 0 F G 7m J I K A B C D E F G H J K 2 83 \ FP=653.0 3 STA:- 4 I" < WITH METE zw 0 5 0 7 me p 10 STA: 9+78.92(20'L) 1" SERVICE LINE WITH 3/4- DUAL METER ASSEMBLY 0 0 0 i f /4VVbN� LU W O Bat 2 ~ tL 3mLu 3 GRAPHIC SCALE d L z 0 10 20 40 Z G r m w N Vertical Scots I inch = 5 feet CJ M QX 0 Horizontal Scale I inch = 20 feet ii L 3 W Z U) Simi y Waco I W J I � ir�% 4 - 75 1. LOCATIONS OF ALL AIR/VACS AND BLOW -OFFS MUST BE APPROVED BY THE CITY W 00 OF BONNEY LAKE. Mn (� 0 Wt FP=657.4 2. INDMDUAL PRESSURE REDUCING VALVES 5 00M (3) Q N ARE REQUIRED FOR EACH BUILDING. I N Q 64 3. USE VERTICAL DEFLECTIONS TO MAINTAIN APPROXIMATELY 42" OF COVER. CONTRACTOR J N TO ENSURE THAT ANY ADJUSTMENTS TO / N U WATERLINES WILL NOT CREATE ANY CROSSING - Z CONFLICTS WITH OTHER UTILITY LINES. a Z PO P C4 660 660 ■ STORM CROSSM ■ ■ IE - 651.26 PROPOSED GROIRO ■ ■ 650 `/_ STORM CROSSING IF = 648.79 v D 163 LF I 65 STORM CROSSING -- 47 LF 12" :yr. *�i I = IE 646.63 ■ _ 12"PVC S=1 55% - 47 L F . 'PVC 5=?_6?%_p _� O- AIR VAC ASSEMRLVJ �- ■ 8"z8"x6" TEE ! " - ■ W/CONCRETE THRUST BLOCK L STA: 73+97.27 5'R SSMH 1611-44 48 DIA __---_-_-_-__--_____ � RIM = 855.46 _ IE (OUT) = 8f6.79 ■ / F PV 3 3 --____ ________________ r ----� , 6"SERVICE TEE 90 640 `�_ ■ 9 LF B PVC D 35 5=1.60% STA: 10+ 51 6.7 ' _ ----------------- __-------------------- ___________________ _ -_ _________________ IE (TEE )= 646.89 W/CLEANOUT 640 5 =1 O% STA: 9+82.88 2:92'R 6' SERVICE TEE #85 IF (CO)= 647:47(MIN ■ STA: 8+94.16 3.47'R SSMH #1611-42 (48- DIA) 51-415 K M)- 640.96 •JCMEANOUT (LT) 29LF O 2.0% (MIN) ■ SSMH 1611-41 48 DIA) / RIM = 650.22 1`; RIM = 68M..70 IE (OUT) = GM.96 bi'3•4> IE (CO) r� �"=-)TO'�'V ( STA 13+20. M �i IE (DUI) = 63B.M 03b.lT / IE (IN) = 640.1" Yj •S�b 33U 0 2.0%(MIN) EXISTING GROUND STA: STA: 12+84.76 6.39'R 6 SERVICE TEE 12+46.39 6.28'R ■ ■ i `_IQIN = 6M.54 .r"'.`p 11 a �1--'�M► 6 SERVICE TEE 76 R .68 SERVICE TEE 88 ■ i `� STA: 9+87.48 4'R STA STA: 11 +99.78 6.14'R 6 STA 11+61.3! 6.03'R IE TEE)= 6µ.g8 W CLFN/011l (LT) ( /(TEE) UT (LT) ■ ■ `���``` 6- SERVICE TEE #84 SSMH 1 11-4 RIM gTi7,.1. STA: 11+24.76 5.92'R 6 SERVICE TEE 77 6 TEE IE (TEE)= 643.62 IE (TEE)- 644.37 W/CLEANOUT Rh IE (CO)- (�1.Oi W/CLEANOUT (LT) y� ■ ■ , ` IE (TEE)= 640.13 I�SZ\'iV - IE (OUT) = M'F38 STA 10+88. 5.81'R 6 SERVICE TEE 70 .00 E (TEE): 843.00 W/CLEANOUT (RT) IE (CO)= IE (CO)= M6AM41"�. JS (D SJlF.2.O1M(MN) (V ■ ■ �� f W/CLEANOUT IE (GD)= 64e:75(MIR) $ %IDE, �ye.w IE (IN) - SW M. V� 6 SERVICE TEE 86 IE (TEE)- 642.42 W/CLFMjWT (Ln IE (CO)= 644A9(MIN) WS.Vix , 32LF 2.0%(MIN) ■ 630 ■ STA 9+30.77 9 R 31 LF O 2.0% (MIN) IE (TEE)= 641.83 W/CLEANOUT (RT) ( (32LF zox(mm) D � 15 20LF O 2.0%(MIN) (co)= 64s:e2(r.Iy(d(S•4 32LF. ra>e(►.M) j- ■ 630 ■ W/CLEANOUT (LT)IE ■ SERVK E TEE %8 g i83 IE (CO)-862W( I ) : 20LF O 2.0%(MIN) W ■ IE (TEE)= 639.11 32LF O 2.0%(MIN) W ■ ■ W/CLEANOUT T ■ i'^ 441E O 2.0% (MIN) ■ M■ 40097 POe R�IsrcBfi� • 6- SERVICE TEE 79 p�uj rO'1'AL LAH99 W ■ W ■ IE (TEE)- 539.20 TIES 7-3 INE7� W ■ W W/CLEANT E (CO)- 6dr5w(MRM) mHI s( FOR WATHi QWY ■ 17LF4 2 (MIN) 620 Cl) RECORD DRAWING CERTIFICATION PROJECT REF: FAC04-0015 620 W THESE PLANS ARE HEREBY APPROVED THESE DRAWINGS CONFORM TO THE W ■ FOR CONFORMANCE WITH THE CITY OF CONTRAC RI CO CO S�RUCTION RECORDS. THESE PLANS ARE APPROVED FOR ■ BONNEY LAKE PUBLIC WORKS STANDARDS L// / CONFORMANCE WITH THE CITY OF AUBURN'S ■ ECIFICATIONS. APPROVAL IS VALID BY r! 7 DATE _)t 9 ENGINEERING DIVISION REOUIREMENTS FOR A RIOF 12 MONTHS FROM THE DA SIGNATURE TITLE/POSITION: LNIO Su&*K* APPROVED BY: 2.1•e� CITY rN4MEE DATE CONFIRMED BY CffYf Z. L_DATE DATE APPROVED: Z43105- 8+50 9+00 10+00 11+00 v 12+00 13+00 14+00 ki i n E F G H J 1 d LO Z t c0 � 6 0 (n N aO 7 0 W 3 z=� W 1�1 E ED Q N N ~ a � V7 ON ZN 0, 8 Z GO N N r Z = W U W O N U� N 9 J J o m x 0 w m 3 \ O m 2 m W m U 2 0 0 2 N \ W Z Z m 0 Y DO0 0 O 0 Of 0 m V Q O 10 Z 0 d- Ld r Z Ld O � CO oo N O C6 183z A B I C I D I E F I G 2 I 12 2 3 LI 5 on FP-&%.9 STA 14+40.72( 1' SERVICE 315' VC 660 7 650 8 640 9 630 10 HIGH POINT ELEV = 656.44 ■ HIGH POINT STA - 13+05.78 PVT STA = 13+85.02 ■ P I ELEV = 658.40 ■ A.D. _ -6.65 ■ K = 47.36 ■ VC TANG = 1.65 ■ ■ ■ S= I tdR"a ■ I4 _` �R ■ STA: i 2T`Y jfMH 1611-44 48 DIA ■ RIM = 655. ,. S5,4+) IE (OUT) = 646.7 ,4u•T1. ■ ■ 6" SERVICE TEE 90 ■ IE TEE = 646.89 ■ W/CLEANOUT IF (CO)= 647:47(ANN) ■ 29LF O 2.0% (MIN) T ■ ■ ■ ,WH1 W ■ ■ ■ W ■ W V 13+50 14+00 A B ■ ■ EXISTING GROUND ■ ■ --------------------- -- \ -- -------------- ------------- a ■ f ■ ■ 12LF 8' 2 ■ CLASS M STORM GROSSING ■ E 649.92 ■ PROPOSED GROUND B'X8".6' TEE 12 ■ -- / PVC S_CRETE _ STORM CROSSIN THRUST BLOCK `T' A/ IF = 644.34 ■ ■ 1541i•5 Cg,l� 72LF8 ■ R 35 ■ TA 1 1 11 RIM - D51.(s`I IE (our) = 643:45 (,Y2.91 L v ■ 6" JOINT SIDE SEWER STA�MI�Mh58 :RVICE TEE 91 & 92 SSMH 1 11-49 48 DIA IE (TEE)- 643.75 RIM = 647.98 !�9T Ub IE 9 IS (CO)= 65.) '� 438(MNN IEI(OUT) = 639:88 STA: 16+31.63 8'R ■ BOLE 0 2.0% (MIN) 8 SERVICE TEE y195 IE 638.36 ■ (TEE)= STA : 15+32.08 9.5TR 6 JOINT SIDE SEWER W/CLEANOUT (LT) IE (CO)= 638:85(MM) (p�fT1•� W ■ ■ 34LF O 2.OR(MIN) ■ SERVICE TEE #93 & #94 IE (TEE)- 642.87 y I(ot'�(P.l V s- \ r ■ W/CLEANOUT H IE (CO)= 644159(EAR'jtfli' A 15+42. 10.3�R SSMH STA: 5'R W ■ 1611-48 48 DIA 86LF 0 2.0% (MIN) 6 TEE #75 IE RIM = 644.73 l(() = 638:73 W ■ ■ W/�CLEANOUT (RT) IE(OUT) _3 �■ IE (CO)- 641s8f(MNi) L4e7.q.:, 16LF • 2.OR(MIN) STA: 16+37.80(20-L) 1' SERVICE LINE W M 3/4" DUAL METER ASSEMBLY 670 �f� 650 640 630 15+00 16+00 16+74.51 C I D I E I F FP=642.9 GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF LAKE PUBLIC WORKS STANDARDS AND S CIFICATIONS. APPROVAL IS VALID FOR A RI D OF 12 MONTHS FROM THE 0 SIGNATURE 7 CITY JENPREER DATE y •4sygo RECORD DRAWING CER7If7CATION �P ~ THESE DRAWINGS CONFORM TO THE CONTRAC OR/S O UCTION RECORDS. ` BY h✓�f N DATE lisk 40097 � 40097 s R�TSTaEio o� AONAL LA"o TITLE/POSITION: 1AW %Wigoyc OIP9IES 7-30" CONFIRMED BY CITY. DATE G I H I J NOTE: 1. LOCATIONS OF ALL AIR/VACS AND BLOW -OFFS MUST BE APPROVED BY THE CITY OF BONNEY LAKE. 2. INDMDUAL PRESSURE REDUCING VALVES ARE REQUIRED FOR EACH BUILDING. 3. USE VERTICAL DEFLECTIONS TO MAINTAIN APPROXIMATELY 42' OF COVER. CONTRACTOR TO ENSURE THAT ANY ADJUSTMENTS TO WATERLINES WILL NOT CREATE ANY CROSSING CONFLICTS WITH OTHER URLIFY LINES. o DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAN D HEREIN IS PROPRIETARY TO OEM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OE TINS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT 15 NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID `AGREEMENT OR BY DBM IN WRITING. J PROJECT REF: FAC04-0015 L4:1� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: of DATE APPROVED: onr- I a 4 me K O W 7 E Ln N W 3 0 z� z� n z Q N �7y N WM � H Z A, 0 0-4 • W OD LL Z OD DO N = w U 0- W N O Uo u) 9 � W mo } 3 o m w 3 o Q f O] U O N w z Z m y m 81 0 O 0 0 U Q O 10 w CV '* z 0 "t Mo O o N 0 2 3 L� 5 660 6 650 7 640 BLOCK 68 FP=651.3 SSMH N1611-38 STA: 1+13.38(20'L) 1" SERVICE LINE WITH 3/4" DUAL MEET! ASSEMBLY 0 --SD ♦--�9�59 S S 6- 1 +Do -50 SD -SO STA 1+05.66(15'R) 1' SERVICE UNE 1 �• Q TV • 7 NI7• Q� WITH 3/4• DUAL U:-0+8.24 (5.11'R)� METER ASSEMBLY I) BTEE (MJ) 5 S) 8" GATE VALVE AJXMJ) 8 FP-i 1.6 --q,� IE = 644.32 7T,4 5=0.639 69 FP=651.8 RIM = 6+?.96 6V1'11 IF (OUT) =fi6i1 67S•V'1 IE (IN) N,E = ii6A} Ir39•'1 •� STA: 1+21.66 5L 630 STA 0+43. 'L 6 SERVICE TEE 57 A 1+28.38 5•L 8 6 SERVICE TEE 58 A 0+47. IE (TEE)= 636.74 B SERVICE TEE 169 IE (TEE)= 636.31 6 SERVK:E TEE W/CLEANDUT (RT) IE (TEE)= 636.77 O)-W/CLEANOUT (RT) wj ¢iE o it �Ln IE (CO)= 537i6(MIN)� W/CLEANOUT (LT) IE (CO)= 638iG3(ANN) IE (CO)- W6�i6(MIN) L 40."47 31 LF O 2.0R(MIN) IE (CO)- 837.19(MN) 31 LF O 2.0R(MIN) 21 LF O 2 OS(MIN) 21 LF O 2.0R(MIN) Qo 10 620 0+00 ® DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DOM. ALL COPYRIGHTS PRE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT 15 NOT TO COPY, DUPLICATE. OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. A ri7 E 70 FP=65 A STA 2+73.38(20'L) 1" SERVICE LINE WITH 3/4" DUAL METER ASSEMBLY F 71 FP-652.4 -=H------- +-----t--t-- -- STA 2+66.66(15'R) 1" SERVICE LINE WITH 3/4" DUAL METER ASSEMBLY 56 FP-650.8 IF = 645.23 G K 7M I LULll' W W 2 ~ LL..r. 74 w Q '` O W 3w 3 FP-�nss � a v� ` 2 0 • DO w 5 Q N SSMH #1611-39-_____- y -@_.. CJ Q T p 5- s S - Z ---- -------l-----5- B- -- - `/ ,� U -- W s _ Q W to w-------S+oO (Y� - 'ram 7 �W-W W =- a W_ \-I�• STA: 3+46.66(17'R) FIRE HYDRANT ASSEMBLY (1) 8"x6iEE(MJxF1_) W/CONC. THRUST BLOCK (1) 6" GATE VALVE (FLxMJ) AIR VAC • IE (TEE)- 637.17 6" SERVICE TEE #70 IE (TEE)- 637.60 W/CLEANOUT (RT) IE (TEE)= 637.64 W/ClEAH0U1 (RT) It IE (CO)- 6Bf1441(ON) E'4O IE (TEE)= 637.23 N 1` IE (CO)_3� W/CLEANOUT (LT) IE (CO)= 638..06(MIN) 31 LF O 2.' 1f MIN) E (CO 637.65(Mtll) LY 1 l� 066Q Mw �)J 21LF O 2.0%(MIN) 21 LF O 2.0R(MIN) 6 41.91 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet 72 FP-65,.9 73 ).7 STA' STA: 4+24.29(20'L) 1' SERVICE LINE IBM 3/4" DUAL :SO METER ASSEMBLY SSMNPISII-40 - STA: 4+51.99(15'R) 1" SERVICE LINE WITH 3/4" DUAL METER ASSEMBLY 54 FP-651.8 HIGH POINT ELEV - 649.46 HIGH POINT STA - 3+13.90 PVI STA - 4+00 PVI ELEV - 650.14 A.D. - -5.68 K = 39.90 227' VC 8"x8"x6" TEE J W/CONCRETE TRUST BLOCK 3t'45 S y '1 y STA 55A6A te11RIM �64RSBta4y,II IE (OUT) - 6360i 611 81 IE (IN) - 6d644 (A11T °II STA 4+09.09 2.71't 6 SERVICE TEE #72 IE (TEE)= 638.43 W/CLEANOUT (LT) IE (CO)= 6MM"MIN) 23LF O 2.0R(MIN) 1+00 2+00 3+00 FOR WATER ONLY NOTE: 1. LOCATIONS OF ALL AIR/VACS AND THESE PLANS ARE HEREBY APPROVED BLOW -OFFS MUST BE APPROVED BY THE Cltt FOR CONFORMANCE WITH THE CITY OF OF BONNEY LAKE. BONNEY LAKE PUBLIC WORKS STANDARDS 2. INDIVIDUAL PRESSURE REDUCING VALVES ECIFICATIONS. APPROVAL IS VALID ARE REQUIRED FOR EACH BUILDING. FOR IIIIIIA RIOD OF 12 MONTHS FROM THE DA OF IGNATURE 3. USE VERTICAL DEFLECTIONS TO MAINTAIN J APPROXIMATELY 42' OF COVER. CONTRACTOR •1 •f/� TO ENSURE THAT ANY ADJUSTMENTS TO CITY NINE DATE WATERLINES WILL NOT CREATE ANY CROSSING CONFLICTS WITH OTHER U-nUTY LINES. B C I D E I F I G I 40097 u IE (TEE)- 638.59 W/CLEANOUT (LT) IE (CO)= 6W9 111I1111) 29LF O 2.0%(MIN) -1 53 FP-649.5 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ _--_---'F Y --�__- -'- ' YYY + d ■ ■ ■ ■ ■ -3 ■ ■ ■ ■ ■ ■ 47 i.) ■ A SSMH 1611-40 4e•D9a ■ 10 M RIM = 815166 &`f Fj9 IE (OUT) - 636.636 47 ■ L 6" JOINT SIDE SEWER ■ W SERVICE TEE 73 6: 71 E (TEE)- 639.63 ■ W/CLEA=NO6UB9�)■■ IF (CO) CO 3OLF O 2.D5 (MIN) ■ " SERVICE TEE #53 ■ W IE (TEE)- 639.03 W W/CLEANOUT ..1.. _-� ■ IE (CO)= 939.C1(MNI 29LF O 2.0% (MIN) 5+00 rol woo 0 L0 Lj O00 5 N 660 MM 1 00 C 3 N CN OU) Pell LLI Ckf 650 6 640 7 630 8 620 5+50 RECORD DRAM7NG CERTIFICATION PROJECT REF: FAC04-0015 ' �'FAC04-0015 ' �s�°S� THESE DRA*7NGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONTRACT�C NN CTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S BY DATE ENGINEERING DIVISION REQUIREMENTS TITLE/POS1T10N�5U0411�• APPROVED BYev CONFIRMED BY CITY.C,2L_ DATE DATE APPROVED: H I J I K 0 0 9 J } r }} 3 o r w o m w m D Z -i Z m 3 Y v C6 p 0: a w O O 0 O V Q 10 w M�Z 0 Co O N Cl)O o6T r s3z 2 Iv •�9 1 e 11 ¢6 TH ST l E w-= - w � STA: 5+92.41 (5-R) (1) 8CROSS (4) 8' GATE VALVES (MJXMJ) a v ri 6 5 +° 650 ■ PROPOSED GROUND ■ VC T ■ENT 0, % ■ STORM CROSSING ■ IF = 639.31 6 640 7 n FJ 10 630 6201 Cf) co .99 =011] 0 a C1q�> 511-47 48 M RIM - bMo.'Nj IE(IN) - W&W t 32 to IE(OUf) -Wl7B 63,2 .77 C g1611_47 96 FP=642.9 STA 7+06.03 (15'R) 1' SERVICE LINE WITH 3/4' METER ASSEMBLY 99 FP=640.2 ____---_-_____ EXISTING GROUNO� E F G 97 to k to , FP=637.5 98 V , \ O STA 6+88.54 (221) II 1 to MYDRAM ASSEMBLY (1) 8'x6`TEE(MJxFL) W/GONG. THRUST BLOCK \ \, GATE VALVE (FLxMJ) '1 • STA 7+62.75(20'L) 'IN 1' SERVICE LINE to SSMN /1611-46 WITH 3/4' DUAL STA: 844B16B(!9'Il7 • \ - I v METER ASSEMBLY (1) C W/GONG THRUSTUST BLOCK _ to It G • \ 1 w` \� T - S 5 5 6 S S w - T w _� - 8+00 SSMN )11611- 1� , - (1)12-x12-x3-TAPPING TEE W/CONC THRUST BLOCK w� W w�w w W w (2) 12' GATE VALVES ----------------------- v v so 1. (15'R) SERVICIE 100 SfA: 8+34.27 FP=632.2 METER \ \ FP=628.8 FP=623.2 L 1 12 PVC c.. S 8"x8"x6" TEE W/CONCRETE `. RUST BLOCK IE (TEE)= 626.53 W/CLEANOUT (LT), IF (co)= 626.91(MIN) 19LF M 2.0%(MIN) IE (TEE)- 625.48 W/CLEANOUT(RT) IE (CO)- 62?+40m) 4Z2 ,14 34V ■ 2.0%(MIN) I 6+00 7+00 B C I D FM STA = 7+38.56 PVI ELEV = 633.22 A.D. = -7.00 K = 28.56 IE (TEE)= 622.06 W/CI_EANOUT (LT) IE (CO)= 622.44(MIN) 19LF M 2.0%(MIN) '1xTJs.4 �S.VLi srA: 483E SSMN {)1611-46 (48' 28DIA RIM = 69 ab,9' IE (IN) = 620 ;,0,93 IE (OUT) = 820 ZSrSb 6' SERVICE TEE #11 IE (TEE)= 620.88 W/CLEANOUT (RT) IE (CO)= 621.44(mW (01.1 1 ' 28LF M 2.0%(MIN) E STORM IE IE (TEE)- 614.77 W/CLEANOUT (RT) IE (CO)- 845..44fMIN):' ` `STA 8+57.29 9.1'L 37LF M 2.0%(MIN) 6 SERVICE TEE 98 IE (TEE)= 611.54 W/CNLEANOUT (LT) IE (CO)- 6H:A!(MIN) Cv 17LF ■ 2.OR(MIN) STA: 8+75.99(6 6' SERVICE TEE I IE (TEE)- 6E W/CLEANDn HE (CO)- &**AM 33LF M 2.0% 8+00 F G ` f ; (� 8' ZONE VALVE @ COLLAR \ ` ` TO POTHOLE D VERIFY AND VERIFY LOCATION, I`\ INVERT, AND NECESSARY FITTINGS FOR CONNECTION WTIH EXISTING 12" WATER MAIN It a I It I f `\ PVI STA = 8+88.58 PA ELEV = 615.22 A.D. = 7.00 K 14.29 - 1Do' VC - J a O W Za z o a U Q rc 0 _ O 0 O U CNN K U 'Re 6w 6 rc+ x WITH BLOWOFP n m T A fUE FI1E 8%12*02' TAPPdIN(. TEE W/CONCRETE THRUST BLOCK AND VALVE FUTURE 22.5- BEND gs L) W/CONCRETE THRUST BLOCK STA: 8+86.46(Si SSMN 7611-4 'DM) RIM = 616.18 E(IN) = 608,56 +00 W J u GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet Ylp[ � � • RIIY MM MM[ AIAILT Mee 51YtN A`U MIT MNI R 6■MI am DPcnP APIAKI 30pp v1A LOXC m11AP �. (P .b.111, M.4 YE91 'M R a O ROM 1£Rp6 M,U dRfAP i wm PLAN VIEW 1 EYH tl,1LK 54W. PE PW.PRP eA W Ap.USI/9f GSt Rd YMif H0 fi 5 N04Y (Y1 dSeE ❑/11E1FA. VKW BbFS xINL W.YE A 10 ERDI iq W Dx1Rp1 MOI (16') MX IFISM. 1YL WAW Y41 RP%L S'Wx(pJ'4p SBIT M YHNeD (WIN. ]. 15' 1lfiMlN, Y 4A:g1{M FA 09MTpf XIR tl6.WJX Y1.19F 12U.NB. ZONE VALVE BOX MAWNG DETAIL ns NOTE: 1. LOCA71ONS OF ALL AIR/VACS AND BLOW -OFFS MUST BE APPROVED BY THE CITY OF BONNEY LAKE. 2. INDIVIDUAL PRESSURE REDUCING VALVES ARE REQUIRED FOR EACH BUILDING. 3. USE VERTICAL DEFLECTIONS TO MAINTAIN APPROXIMATELY 42' OF COVER. CONTRACTOR TO ENSURE THAT ANY ADJUSTMENTS TO WATERLINES WILL NOT CREATE ANY CROSSING CONFLICTS WITH OTHER UTIUTY LINES. 0 DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETNNED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORWTION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT 6 NOT TO COPY. DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTItt EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. FM WATM OWY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND IFlCATIONS. APPROVAL IS VALID F A OF 12 MONTHS FROM E DA NATURE CITTTRWEER DATE RECORD DRAWING CERTIFICATION A 6 e"sHiq�O THESE DRAWINGS CONFORM TO THE qy CONTRAICTDR'S TM RECORDS. P4/s BY DALE L d 0 .�7 4` haTSreWE°5l+ TITLE/POSITION: UM'O �! S-4 Al LAHO 7-b CONFIRMED BY CITY: c''._ DATE PROJECT REF: FAC04-0015 \-(-A6r" THESE PUNS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DMSKM REQUIREMENTS APPROVED BY: .✓ DATE APPROVED: ZI31DS J K a YbP3�b � _. 1 EFyy �o N W 2 � a LL 3aN Z w Q aZy a= 0 3 W Z C) UJ J ya J 4 5 IJ 7 LLJ Cr) DO L0 UD U LLI w 1-) ZQ0)N I DO J3:r,4 N a�L� 9 J r 3 o m w o ED< p m m m w m 0 O o 0 N 1� w (Z'J Z 0O 3 Y 0 O] 0 Of 0 O Lyi w w = a a 0 0 0 a 0 10 w o 0 Mo O IN GO 0 1 2 3 4 5 660 6 650 7 640 8 630 620 9 10 I_1 i �47 i i i 6 E cmi) FP=644A (M 8" GATE VALVE STA: 1+15.6 E LINE (MJzMJ) I' SERVICE LINE WITH 3/4" DUAL - METER ASSEMBLY SD D- �N C 0 1+00 __-- 5 S S 6 S S I I i i SSMH K1611-34 I 38 I FP=640.4 8"x8"z8" TEE -0+25 0+00 EXISTING D E I F NOTE: 1. LOCATIONS OF ALL AIR/VACS AND BLOW -OFFS MUST BE APPROVED BY THE CITY OF BONNEY LAKE. 2. INDIVIDUAL PRESSURE REDUCING VALVES ARE REQUIRED FOR EACH BUILDING, 3. USE VERTICAL DEFLECTIONS TO MAINTAIN APPROXIMATELY 42" OF COVER. CONTRACTOR TO ENSURE THAT ANY ADJUSTMENTS TO WATERLINES WILL NOT CREATE ANY CROSSING CONFLICTS WITH OTHER UTILITY LINES. 48 49 50 FP=646.4 FP=648.6 FP=65 1.3 Se�I-) STA 2+75.63(20'L) ST 1 • SERVICE LINE (3) Bf bNE VANE 4 �M T 3/4" DUAL (�W) I I/ ASTER ASSEMBLY /f - 2+00 _ _ ----I _. _ -.. _ -S S S S 5� I 39 FP=647.0 SSMH #1611-35 C: STORM CF IE - G I H GRAPHIC SCALE 0 10 20 40 0 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet 1 3+00 - F- _ S S S I I I / SSMH #1611-37 6 46 = I FP=648.5 I N n c xW 0 v PROPOSED GROUND m Km F W + $ 151 W q N m0 C N W IS Y01 O 1aO W II N O N U ejW\� U W STORM CROSSING IE - 642.79 mF t2"" -- 8"z8"z6" TEE W/CONCRETE THRUST BLOCK WITH STORM CROSSING THRUST BLOCK - IE - 635.84 N,- -- - -- VVI L 8 DI C 55 5 ISTA;- STA: SSMH j1611-34 411• RIM- SI IE (OUT) = 626,40 (.2 IE (IN) N,E - 6264014 c DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS PRE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO MY NON -GOVERNMENT PERSQNMEL 6 NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR MCLOSE THE CONTENTS TO ANY PERSON OR ENITIY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID ` AGREEMENT OR BY OEM IN WRITING. 0 IE (TEE)- 627.92 W/CLEM/OUT (LT) IE (CO)- 121-1 MIN) t.34 s� 31 LF O 2.0%(MIN) I+UU RIM = 44 i STA: 2+10.63 5'R IE (OUT) = 6 6 SERVICE TEE /49 IE (IN) S,E _ IE (TEE)= 634.63 w/cLEANour (Lr) TA: 1+30.83 5'R IE (CO)= 636.26(WN) 8 SERVICE TEE 48 31 LF O 2.07.(MIN) IE (TEE)- 631.35 W/CLEANOUT (LT) 31 LF O 2.91E(M" 2+00 6" SERVICE TEE /30 r) I IE(TEE)- 637.23 IE (CO)= 637.(E5(M9Q (Dqu '�AZ o 31LF O 2.0.Z(MIN) BB C I D I E I F 51 FP=650.3 .STA: ,h4,5& 6 (22'L) FIRE HYDRANT ASSEMBLY (1) 8"z6'TEE(AIJxFL) W/CONC. THRUST BLOCK (1) 6" GATE VALVE (FLxMJ) J 52 I" SERI CE UN20'L) FP=649.3 1" SERVICE LINE WITH 3/4" DUAL METER ASSEMBLY + -_ W \1� `+00 STA: 3+92.15(15'R) 1" SERVICE LINE -WITH 3/4" DUAL METER ASSEMBLY 26 FP=648.0 HIGH POINT ELEV = 647.62 HIGH POINT STA = 3+80.22 PVI STA = 3+95 PIA ELEV = 649.20 A.D. _ -6.55 K = 30.09 197' VC 34ps.9 STA: SSMH 1611- 46"OM) RIM = e4r4d' G 1.50 tE (OUT) = 630.90 (,?A bl F SERVICE TEE 51 E E - 638.90 W/CLEANOUT (LT) IE (CO)= 6dB:46(MIN) L�aI Zy 28LF O 2.0% (MIN) 3+00 FOR WATER ONLY 4 THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND,%eECIRCATIONS. APPROVAL IS VALID UDA OF 12 MONTHS FROM F 1ITURE CITY ElfINLTR DATE G +00 STA: 5+28.61 (6.751) (1) B-fEE (MV) (3) B- GATE VALVE (MJNW) STORM CROSSING IE = 642.46 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR C T UCTION RECORDS. BY DATE I_. I1fL45- TITLE/POSITION: L&V `51A>t1wKok CONFIRMED BY CITY:ej_DATE y �I x� o 0 q WO a i b ~ CN bj W N M+ i N pi n I _0 + n ��1/IUW W C d 8"x8%8" TEE WITH CONCRETE THRUST BLOCK 5+00 K ..6 650 640 630 5+47.5 PROJECT REF: FAC04-0015 -1 til • t "7 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN"S ENGINEERING DIVISIOlN�q REQUIREMENTS APPROVED BY: LATE APPROVED: Q H I J K o�j Pau y�' C W W J 2 LidQ G W 3�N Q 3 w ZpN DO w aZ= < 3 W Z U 3a a /Wu Vi J H 4 w� �In 5 ZQGON I = d Co C N N QZ�OL0 f!Z� i a ro Nw W G� 6 0= O (n N O 7 00 W0 aN w3o n zz� � m F -1 GO M z<v N Wr1w w ~ a V/ ON 0 8 Z Z � N = w 0 O w N U� 9 J wo Of �wo w 0 w m m w o m o m ZV, Z m 3 Y D] c2 C) 0 Of O Iv Ld O 0 U Q O 10Lo CO O V NMo0 o OS' 183: 2 3 4 5 0 7 i 7 V tY.7�l ONE-ms] 630 620 101 46 FP=648.5 SfA: i40eS9(6'L) (1) 8'ILL (MJ) �(3) 8" GATE VALVE (MJxMJ) C M M M M IF M M M - s s ---_ - _._.�.-------- s s 6- SSMH #1611 /1611-35 STA: 1+06.62(15'R) 1" SERVICE LINE WITH 3/4' METER ASSEMBLY 39 FP=647.0 PROPOSED GROUND w + U STA "4gIRJI(1TL) FIRE HYDRANT ASSEMBLY (1) 8'x6'TEE(MJxFL) W/CONC. THRUST SACK (1) 6' GATE VALVE (FLxW) 40 FP=647.9 PVI STA = 1+39.78 PVI ELEV = 645.82 A.D. = 1.78 < = 56.30 100' VC - ___________ ,, .STORM CROSSING 510101 CR06511/G FIRE HYDRANT_ ly IE=642,88 IE 641.77� - -- .ASSEMBLY V 1 CLASS 5 1I EXISTING GROUND 8"x8"x8" TEE NW/COTEE192 LF 8 PVC S=LOSS THRUST BLOCK -VTLJ VTW • STIm SSW viol 1-35 4p"yy� ) R✓•1 - 1 fo44415 IE (OUT) - SOSO$ U"-1/e IE (IN) S,E - 6y6,M1►b i5�.�b STA. 1+23. :1f5'A A26 STA 0+46. 5'R A 0+50. 5'R 6 SERVICE TEE 6 SERVICE TEE e SERVICE TEE 39 6 SERVK:E TEE 46 IE (TEE)- 637.39 IE (TEE)- 637.44 III: (TEE)- 636.57 IE (TEE)- 636.61 W/CLEANOUT (LT) W/CLEANOUT (RT) %O W/CIFiWOUT (RT) W/CLOUT (LT) EiW IE (00)- 648,41(MIN) IE (CO): gly}06(MIII) (,1X1 IE (CO)- � IE (CO)- 80 49m.. ir•Z`' 31 LIE 2.OS(MIN) 21 LF O 2.0%(MM) 21 LF O 2AS{MRI) 311F O 2.OS(M1N) E 44 FP-647.9 STA: 1 +15.25(34.91'L) _1" SERVICE LINE WITH 3/4' DUAL METER ASSEMBLY STA 1+92.66(34.95'R) 1' SERVICE LINE WWH 3/4' DUAL METER ASSEMBLY 41 FP�47.9 8' CAP WITH BLOWOFP ASSEMBLY 1.4 w1 a SSMN j1611-36 (46' 014) RIM IE (OUT) - 6M", 6" JOINT SIDE SEWER SERVICE TEE #41 A: #42 IE (TEE)= 638.26 W/CLEANOUT IE (CO)= 68S.29(M IN) Ci'YF7 47LF O 2.0% (MIN) 6' JOINT SIDE SEWER SERVICE TEE #43 @ f" IE (TEE)- 638.26 W/CLEANOUT IE (CO)- 6'J9.36(1wl�ti'p'13 55LF a 2.0% (MIN) 1 +00 2+00 650 640 630 620 2+35.78 43 �,4 FP-647.9 STA (310 8' CA�� P wrtH BLOWOFF VALVE STA: 2+25.77(.69'R) 1" SERVICE LINE WITH 3/4' DUAL METER ASSEMBLY G GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 Inch = 20 feet NOTE: 1. LOCATIONS OF ALL AIR/VACS AND BLOW -OFFS MUST BE APPROVED BY THE CITY OF BONNEY LAKE. 2. INDIVIDUAL PRESSURE REDUCING VALVES ARE REQUIRED FOR EACH BUILDING. 3. USE VERTICAL DEFLECTIONS TO MAINTAIN APPROXIMATELY 42' OF COVER. CONTRACTOR TO ENSURE THAT ANY ADJUSTMENTS TO WATERLINES WILL NOT CREATE ANY CROSSING CONFLICTS WITH OTHER UTILITY LINES. ® DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIOHiS IRE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR DY DBM IN WRITING. J K 1- W 2 w Q U. Q 3IS uj c> cc oaa Of Z0Q Q Q V 0 3 WZm yam 4 J r W V)CO Ln S IJ00") 5 !! Qua CO i W E-�w J N _N U�Z' p Ln Loz� O. I") w Lo rK 0= O 7 THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOBoI OF 12 MONTHS FROM 8 DATE F GNATURE 2• •aS CITY E DATE R RD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR TION RECORDS. BY T DATE 9 TITLE/POSITION: 0 0 CONFIRMED BY CITY: `L`DATE r as' m a m o Q N PROJECT REF: FAC�015 3-� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CRY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: JJ DATE APPROVED: - 100} z 19 Z C6 C, O Y i U 06 p a Q 6 O a O Z V LJ O GO o B I C I D E F G K /I C 29 FP=642.3 1 #1611-26 5 /_� S " 1/W ,sE 0 28 FP=644.8 STA: 1+93.8%20'L) 1' SERVICE LINE WITH 3/4- DUAL METER ASSEMBLY r-SSMH #1611-27 E 27 FP=646.0 F SSW /1511-28 S' 2+00 3+Do _ � W +00 STA 1+37.56(15'R) 1' SERVICE LINE WITH 3/4- DUAL METER ASSEMBLY 4 \0 7 FP=640.8 ,1 5 \� 6 660 r (1) 8-TEE (NJ) (3) 8- GATE VALVE (MJxMJ) 21 FP=642.0 650 % ■w IO PROPOSED GROUND Q E E ig S ns GIG ud N-------------- 640 -- 8 STORM CROSSING IE = 635.83 8'x8'x8" TEE WITHCONCRETE �¢• (./ THRUSTBLOCK 630 1� 9 SERVICE TEE 26 IE (TEE)- 631.13 STA W/CLEAMOUT 59MH 1811-26 48' Da) IE (co)- ssrjmW Cs' yM 34 RIM - 6611702 21LF O 2.OX (MIN) IE (OUT) - 6Ei04 (A L IE (IN) N,E = 627A4 627•11 STA 1+42.27 6.93'L 6 SERVICE TEE 922 6' SERVICE TEE 7 tE (TEE)= 631.76 E - 627.14 W/CLFANOUT (RT) 620 W/ (RT) IE (00)= 83 r.03 IE (CO)- 694:68(MII4) 33LF O 2.0%(MIN) 35LF O 2.0% (MIN) 10 -0+25 0+00 1+00 22 FP=644.2 EXISTING GROUND A SSMN 1611-27 DLA) REM = M4:fe 4 I i$ IE (MM - OW SF Iv2i2.40 IE (IN) 'STEM VajyO STA.-2+1#.395.37'Ll Tff f27 IE (TEE)- 633.45 W/CLFANOUT (RE) IE (CO)_ 6iiNH1' w �' .`I5 21 LF O 2.0%(MIN) A I B I C I D I E 2+00 STA: 3+26.37(15'R) 1' SERVICE LINE WITH 3/4- DUAL METER ASSEMBLY 23 FP=646.0 STORM CROSSING E = 64221 E (TEE)= 633.90 W/CLEANOUT (RT) IE (CO)- 674A9(imm) co37, 2rt 31 LF O 2.D%(LVN) F G 26 FP=648.0 H STA. 3+75.90(6'R) (1) BiEE (NJ) (3) 8- GATE VALVE (MJxMJ) 24 FP=647.2 • 0 m 205' VC ■ ■ S � ■ rt+j � ■ . M " - = ' ■ 650 - - '- '- VC TANGENT -4.71% --' ■ STORM CROSSING ■ / IE = 641.78 ■ CLASS 52 640 8'x8'x8' TEE WITH ■ CONCRETE ■ Z ' TT, HRUST BLOCK ■ STA ■ SSW 1611-28 W ■ RIM - 643.69 IE (OUT) �9Y (�31ii.74 ■ IE (IN) =aesee V3 { V N (10 a 630 ■ STA. 3+ 67'L ■ 8 24 ■ -6 SERVICE TEE 26 IE (TEE)- 635.86 W/CLEANOUT (RE)KD,V1 W W ■ IE (TEE)= 634.82 W/CLEANOUT (LT) IE (CO)32L% ■ IE(CO)=856ifi6(MIN).g7. �j°0 O A- '= (n ■ 17LF O 2.0%(MIN) ■ Tj) 0 620 :1 3+00 G H 40007 GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch - 5 feet Horizontal Scale 1 inch = 20 feet Dom 1. LOCATIONS OF ALL AIR/VACS AND BLOW -OFFS MUST BE APPROVED BY THE CITY OF BONNEY LAKE. 2. INDIVIDUAL PRESSURE REDUCING VALVES ARE REQUIRED FOR EACH BUILDING. 3. USE VERTICAL DEFLECTIONS TO MAINTAIN APPROXIMATELY 42' OF COVER. CONTRACTOR TO ENSURE THAT ANY ADJUSTMENTS TO WATERLINES WILL NOT CREATE ANY CROSSING CONFLICTS WITH OTHER UTILITY LINES. v DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE NIFORIIATION CONTANNEO HEREIN IS PROPRIETARY TO OBM. ALL COIYRKINTS ARE RETAINED. GOVERNMENT JURISOR:TXONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFTE. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO CORM, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AORFEMENT OR BY OEM IN WRITING. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND CATIONS. APPROVAL IS VALID A PE D OF 12 MONTHS FROM THE DATE G TURE CITY E GI DATE R ORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACT I C UCTION RECORDS. BY DATE _2L� 11TLE/POSI7ION: LrLn 4.9MYid- cowm IED BY CRl':rJ__DATE PROJECT REF. • FAC04-0015 '4A!E7 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CRY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: J I K t o n o F ) 1 a 72a VyJs �o�'v.FF W W V J 2 ~LLW Q 3I=W 3 w z04of m w QZ� Q W a 3 z Z 5 yac~n w J H 4 w00 �� �o LiJ 5 � < C'4 WI-�DN° J N N U �Z� 0N n Z �d_ IL M Ld 1D ae 6 0 O LL N N W" w3o i m fY 0-4 m v Z" Wn4 N° za 0 8 w^ Z w W IM � .N.. z=w f. U � <L 0 0 N U0 9 A o A b o N m \ i ari o 0 yi/ 10 O LLJ U) 0 o ?� 51\ 371 ok ` G G J K 0 5 I � I / F 2 649.3 �-SSMH j/1611-29 o 3 � STA: 3+75.90(6'R) (1) 8'TEE (MJ) (3) 8" GATE VALVE (MJXMJ) 24 FP= 347.2 4 I 5 W 6 " " G Iz vW, W N 660 e4!-,� no U 7 Y m n " U 650 i 10 STORM CROSSING IE = 641.78 0 53 FP=649.5 �w w �,_ '• qRl w �5�0p F STA1 4SERVICE (LINE �W 6, WITH 3/4" DUAL w 00 METER ASSEMBLY map 25 FP=647.2 HIGH POINT ELEV - 645.66 HIGH POINT STA - 4+22.81 PIA STA - 4+68.38 PVI ELEV - 647.00 A.D. - -6.53 K - 31.41 205' VC PROPOSED GROUND 640 yo� AIR VAC ASSEMBLY - 35 .ktl$ 1 CCa,3i) SSMN 1611-29 48- RIM - ers�r S, qj r IE (OUT) - "PO4 G37 3'1 6' TEE 25 630 STA: 4+08.09 5'L ME - 637.34 W/CLEANOUT 6 SERVICE TEE 52 IE (GO)- 6ar.M"M64)4'�9 •t^Z IE (TEE)= 837.19 3OLF • 2.Ox (M6QW/T(LT) (CO)- "?AWWN) l.4c•41 21 LIE • 2.06(MIN) 3+50 4+00 A I B STA: 6+14.08(6'R) (1) 8" CROSS (4) 8" GATE VALVES (MJXMJ) 99 FP=640.2 E I F I I F I I " F I Q I S S F I 0) F!� F I 74 F .6 SSMH / SSMH #1611-47 w 6 / I / / y a � `J /W 96 FP=642.9 s 0 ___________ Q-- EXISTING GROUND Ijj(fj7l�(II IIILfj7uIII w u a u "WW N f N S� $ d 4 a aim z r W pJZb " Ws ++-II R _ n STORM CROSSING W = 638.24 STORM CROSSING STORM CROSSIN - IE = 638.25 (IE = 637.04 _OFp - ""wa5 52 47 LF 12"PV -2 ASSEMBLY 1 8'X8"Xe" CROSS 20LF 8"DI A It CLASS 52 STA: 6+24.- 5.14L CS,y�L) _ SSMH #1611-47 (4 RIM =84DIA Ln IE(IN) = 632.. (�i1.07 11� T IE(OUT) = 632.78 V•+A%, 17 ' (p !z Q cn 5+00 6+00 C D I E I F ■ ■ ■ ■ 640 ■ ■ Cm M■ ■ ■ 630 'W v! ■ W■ ■ W 7+00.81 G W GRAPHIC SCALE 0 10 20 40 Vertical Scale I inch = 5 feet Horizontal Scale 1 inch = 20 feet NOTE: 1. LOCATIONS OF ALL AIR/VACS AND BLOW -OFFS MUST BE APPROVED BY THE CITY OF BONNEY LAKE. 2. INDIVIDUAL PRESSURE REDUCING VALVES ARE REQUIRED FOR EACH BUILDING. 3. USE VERTICAL DEFLECTIONS TO MAINTAIN APPROXIMATELY 42" OF COVER. CONTRACTOR TO ENSURE THAT ANY ADJUSTMENTS TO WATERLINES WILL NOT CREATE ANY CROSSING CONFLICTS WITH OTHER UTILITY LINES. c DBM CONSULTING ENGINEERS, 2004 IRIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL 15 NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY TRIM IN WRITO H J Me; 1 THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS SPECIFICATIONS. APPROVAL IS VALID OR A PERIOD OF 12 MONTHS FROM THE DATE QFj SIGNATURE 4 •� CITY E GI DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRAC 0 S C NS RUCTION RECORDS. BY� DATE TITLE/POSITION: L"r) 'iYAOA- CONFIRMED BY CITY: DATE PROJECT REF: FAC04-0015 i {'1' C '1 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING OMSION REQUIREMENTS APPROVED BY: 61 DATE APPROVED: 1J��' K wN. �. e y ♦ LV J 2 ~LLW Q 3 � W 3 oa> w m aZa o � 3 ' U � J = yaN J 4 Lu Cn00 un Z>Gorn 5 Q�N aNNo N d �o"t (� I� 0 O 7 9 w }} > 3 o N pU m 0 N w Z m L) Ol p p O 3 U Of w O O U Q 0 10 0 Lu Co �Z O M C o0 CN CN n B I C I I E I F G I H I K I I I I Q 2 ❑ I I I ql I F REMOVE 12' CAP AND T4WM ASSEMBLY,CONNECT TO STUB I a \ WITH 12' DI. CONTRACTOE / I AND VERIFY LOCATIOND / d NECESSARY FITTINGS FORN WTM EXISTING 12 i ^x^I V V I I -0+50 --�-------- - -■- - - -W- - - -I- - EXIST. a2' DI ---------------- 1+00 s//g�((��1r5�MIU1 a Il 11'll �c s ,ter�SO51.8 ll c�JLS 1 _ � d a REMOVE 8' CAP L� INSTALLSSMH /1611-22 I \ I CONNECT 8' PVC ■ ( II INN OUT(W)-508.11 ■ I INV IN (Fl-5o1R 91 w on 7 11 -vft 61 8 600 9 590 10 RIM - 805.41 IE (OUT) - 596.66 IE (IN) - 596.76 c OBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTMNED HEREIN 6 PROPRIETARY TO DON. ALL COPYRIGHTS ARE RETNNED. GOVERNMENT JURISDICTIONS ARE HEREBY AUT40RIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS NFORNATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED, THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE COMIEMS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAD AGREEMENT OR BY DBM IN WRITING, r7A 1Fq\ 3�4�H4 F1� STORM CROSSING _- r 951_F 12 IE - 806 78 DEPLEC VERTICAL TION 12'x6' REDUCER-�, - - - - - STORM CROSSING CR = 604.17 0 13�1� <,: o,`,yl• srA: 1611-22 DN) IE (OUT) = 59&W IE (IN) = 5"-.2e ' 1+00 NOTE. 2+00 1. LOCATIONS OF ALL AIR/VACS AND BLOW -OFFS MUST BE APPROVED BY THE CRY OF BONNEY LAKE. 2. 940840WIL PRESSURE REDUCING VALVES .. ARE REDUIIED FOR EACH BUILDING. 3. USE VERTICAL DEFLECTIONS TO MAINTAIN APPROXII&TELY 42" OF COVER. CONTRACTOR TO ENSURE THAT ANY ADJUSTMENTS TO WATERLINES MILL NOT CREATE ANY CROSSING B ( !'` I CONFLICTS WITH OTHER UTILITY LINES. PAIN STA - 2+47.20 PN ELEV - 612.93 A.D. - 2.94 K - 40.82 120' VC - THRUSTBLoac 2.24'R) 6 SERVICE TEE 34 IE (TEE)- 606.39 W/iLF.ANOUT (LT) STA 2+88Q1 �I� IE4CO)-em"mm ('0-10T SSLH 1811-23 b DN) 3OLF O 2.0% (MN) A 2+10. 4.66'R) RIM - 545.0 (° 13, 6 IE (OUT) - 00" I,0 f34 IE (TEE)- 601.92 IE (IN)-J04166- (,(,2 •`)A- W/CLEANOUT (LT) 2 %O IE (CO)- 662-64(M 4 lr0 31 LF O 2.0% (MN) THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR RIOD OF 12 MONTHS FROM DA OF SIGNAT� Z-6 OS 2EVNGINEER DATE E I F GRAPHIC SCALE O 10 20 40 ✓ertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet ?- A 61V1t) M�S�FF�48 , DN) (OUT) - ■.1 06 (IN) -STi. 4+34.1 2.12'R SERVICE TEE 1'r SERVICE TEE JF2 611.18 IE (TEE)- 514.20 ICLEANOUT (RT)413.1) W/CLEANOUT(RT) (CO)_ 444A9(MIN) IE (CO): 644,96(ABH) (i11.14 LF O 2.0%(MIN) 24LF O 2.0%(MIN) W/CLEANOUT (LT) IE (CO)- 111 M(MIFI) 413 5 33LF O 2.OX (MIN) 3+00 RECORD DRAWING CER7IFlCA71ON THESE DRAWINGS CONFORM TO THE CONTRACT R' 01 STRUCTION RECORDS. BY DATE ! f '' t� TITLE/POSITION: L6'-T 'FIlOR CONFIRMED BY CITY: j�2 DATE ffi9I6m 32 FP-633.8 I STA1 4+20.71(15'R) WI SERVICE LINE WRH 3/4' DUAL METER ASSEMBLY FP-628.7 630 ■ IN ■ 620 t, ■ ■ ■ IE (TEE)= 616.29 ■ W/CLEANOUT (LT) ■ IE (CO)- ) 41 1 ■ 61 28LF O 2.0%(MIN) ■ STA. 4+94. 2.3'R IE (TEE)- 617.44 W/CLEANOUT (RT) IE (CO)- ♦W42(MIN) ■ (,I"1.71 24LF O 2.0%(MIN) ■ 0 ■ ■ ■ ■ 600 ■ y/ ■ ■ ■ ■ PROJECT REF.• FAC04-0015 119" THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: Mg 2 v) H r V I -RA Mz Y/ m O 3�3am � 1 4 L WOO In w V) Won 5 N • I �=d00 364 C14 Z .�. 0 In T7 w `--' of L 7 on (A N 0) C4 wg� zZ pip F-1 � m z `" N W Mw 4 t � '7Eq 1" 0 I W z�� 0- 4 tV O U� 590 9 � W 5+00� �mm pao 0 O � U 10 0 W W Z w w O O O (', O K , 0 2 3 2 5 FP-628.7 C*1 7 roi 691 10 640 630 620 5+00 o DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERI SE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY. DUPLICATE, OR DSCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID _AGREEMENT OR BY DBM IN WRITING. A 1. C A E F NOTE: 1. LOCATIONS OF ALL AIR/VACS AND BLOW -OFFS MUST BE APPROVED 13Y THE CITY OF BONNEY LAKE. 2. INDIVIDUAL PRESSURE REDUCING VALVES ARE REQUIRED FOR EACH BUILDING. 3. USE VERTICAL DEFLECTIONS TO MAINTAIN APPROXIMATELY 42' OF COVER. CONTRACTOR TO ENSURE THAT ANY ADJUSTMENTS TO WATERLINES WILL NOT CREATE ANY CROSSING CONFLICTS WITH OTHER UTILIN LINES. GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet 6+00 7+00 FOR WATni OILY 8+00 THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS PECIFICATIONS. APPROVAL IS VALID FOR A ERIOD OF 12 MONTHS FROM THE D 0 SIGNATURE z•1•o CITY N1,1WER DATE B I C I D I E G H I 1." 9+00 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRA TO I C SJRUCTION RECORDS. DATE _218/� TITLE/POSITION: LAW 6VIENW - CONFIRMED BY CITY. �c DATE H I J K 10+00 650 640 620 PROJECT REF: FAC04-0015 z 1 T l o t THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: 0 1 1 W 2 N V ow LE 3 Z w Zy CL w Q a 3 U 3�m (hd EdDO 5 ZQ0)N LU J N N Zo� d Lo In w (Dcr 7 V% o w° N w 3 0 r zZ� �W m In z`" w !W a z�° 0 03 z_W ON0 U� 9 I I J W m 0 m¢ 3 m N W Z 7 Z O] 3 X U m Of K F, O Vj DO w = as a 0 O U Q O 0 O Lli DODO w O O O O WFsv 0 Q 2 3 m 5 7 I 10 u C 10 FP=639.3 10+00 11+00 12+00 B I C I D I E 16 STa gas.--�=' =) (1 O' ,7 : FP=639.6 BLOWOFF VALVE AND CONIC THRUST BLOCK STA: 12+52.31(2.32-R) 1" SERVICE LINE WITH 3/4' DUAL METER ASSEMBLY 15 FP=639.5 MIE 640 I GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 5 feet Horizontal Scale I inch = 20 feet NOTE: 1. LOCATIONS OF ALL AIR/VACS AND BLOW -OFFS MUST BE APPROVED BY THE CITY OF BONNET LAKE. 2. INDIVIDUAL PRESSURE REDUCING VALVES ARE REQUIRED FOR EACH BUILDING. 3. USE VERTICAL DEFLECTIONS TO MAINTAIN APPROXIMATELY 42' OF COVER. CONTRACTOR TO ENSURE THAT ANY ADJUSTMENTS TO WATERLJNES WILL NOT CREATE ANY CROSSING CONFLICTS WITH OTHER UTILITY LINES. J 630 1 dt` I ¢ 40002 °eo rcTctEREOyJ ~'4 L11M� FOR WATER ONLY 7-3o- -; RECORD DRAWING CERTIFICATION 620 THESE PLANS ARE HEREBY APPROVED THESE DRAWINGS CONFORM TO THE FOR CONFORMANCE WITH THE CITY OF CONTRACTOR'S CONSTRVCTION RECORDS. BONNEY LAKE PUBLIC WORKS STANDARDS �'tq AND SPECIFICATIONS. APPROVAL IS VALID BY DATE �S ERIOD OF 12 MONTHS FROM THE OF IGNATURE 2.r OS� TITLE/POSITION: LLOwO SuRYiHeR CITY E E DATE CONFIRMED BY CITY: r'_L DATE A F I G H I J 2 e DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONWNED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE COMIEMIS TO 1 PERSON OR ENTITr EXCEPT AS EXPRESSLY AUTHORIZED BY SMD AGREEMENT OR BY DBM IN WRITING. PROJECT REF: FAC04-0015 -y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: 2-1 1' � 7 00 M W 2 W H J ^ M .� Q Ow LA. oat- Cr z a°oDOz W 0 3 3a� U yJaCO 4 6 0 0 7 an �0 W3� r z=� �m �BEn z<v N W zN0 0 Z w I z00 GO Of �) Z W O 0 N � U 9 1 J J yy Of } 0 w 0 m Ix 3 m 0 m 0ED \ O m> W 0 i ED i W D] ZU, Z m Y m 0 0 O 3 U a.a. w 0 RRRQQ"' U Q 0 10 O w r•�Zz d w i O (_ �I O IN O C�SD/ 3 A B I C I D E F I G W I. J 2 w 7L r;o r m = Z G) 1 II rnly 1' o 'I II < D 29. 27. < SIDEWALK LANDSCAPE 2%, 2% SIDEWALK LANDSC6qE STRIP71� I 2" CSTC 1' 6" GRAV 1' 2" CSTC 5' S.5' .5' 2" CLASS "E'" .C. PAVEMENT .5' S' 2" CLASS "B" .C. PAVEMENT 44' 14' 25' 25' LOCAL RESDENTIAL ROADWAY SECTION NOT TO SCALE POND A F'LL SLOPE GEOTECIMCAL IWORMATION (BASED UPON A LETTER PROVIDED BY THE RILEY GROUP, INC., DATED JULY 15, 2004) 3 1. THE WEST POND IS LOCATED IN THE SOUTHWEST CORNER OF THE SITE (REFERENCE 1). THE PROPOSED POND REQUIRES AN EXCAVATION TO A MAXIMUM DEPTH OF 12 FEET IN THE HILLSIDE AND FILL UP 12 FEET IN THE DOWNSLOPE SIDE. THE PLAN SHOWS THAT THE INTERIOR SLOPE IS EXTENDED TO 3:1 (HORIZTONAL:VERTICAL) AND THE EXTERIOR FILL SLOPE IS GRADED TO 2:1 (HORIZONTAL:VERTICAL). THE MAXIMUM WATER TABLE IN THE POND WILL BE 8.5 FEET ABOVE THE BOTTOM OF THE POND.- BASED ON THE NATIVE SOIL CONDITION ENCOUNTERED, THE DESIGN IS ACCEPTABLE _ AND IT IS CONSISTENT WITH THE GEOTECHNICAL RECOMMENDATIONS PRESENTED IN THE GEOTECHNICAL REPORT (REFERENCE 2). 2. RILEY RECOMMENDS THAT THE POND BERM BE CONSTRUCTED AS STRUCTURAL FILL AND COMPACTED TO 95% OF THE SOIL'S MAXIMUM DRY DENSITY DETERMINED BY THE ASTM D-1557 (MODIFIED PROCTOR). THE NATIVE SOIL EXCAVATED SHOULD BE SUITABLE FOR BEING USED FOR THE BERM CONSTRUCTION. THE BERM SHOULD BE SUPPORTED ON VERY DENSE NATIVE SOIL AND KEYED INTO NATIVE SOIL TO INCREASE THE SLOPE STABILITY. THIS CONDITION SHOULD BE 4 VERIFIED DURING THE CONSTRUCTION BEFORE THE FILL IS PLACE. 3. A POND LINER SHOULD BE INSTALLED. AFTER THE CONSTRUCTION, BOTH THE INTERIOR AND EXTERIOR SLOPE SHOULD BE TRACK WALKED AND COMPACTED. THE EXTERIOR SLOPE SHOULD BE MULCHED AND HYDROSEEDED BEFORE THE START OF THE WET SEASON. 4. A GEOTECHNICAL ENGINEER SHOULD MONITOR THE POND EXCAVATION, INSPECT THE BERM SUBGRADE, AND VERIFY THE STRUCTURAL FILL COMPACTION AND OTHER RELATED ACTIVITIES. 5. IF THE ACTUAL SOIL CONDITION IS DIFFERENT FROM THAT ENCOUNTERED DURING THE ORIGINAL GEOTECHNICAL STUDY, A GEOTECHNICAL ENGINEER SHOULD BE CALLED TO EVALUATE THE CONDITION AND MAKE PROPER RECOMMENDATIONS AS NEEDED. 5 ROUND SOLID COVER MARKED "DRAIN" LOCKAB UNLESS OTHERWISE APPROLE VED - BY THE ENGINEER A 18"0 I Y_ 6 OUTLET PIPE SUPPORT, 3" x 0.090 GAUGE --I STEEL STRAPES BOLTED OR EMBEDDED 2" IN WALL AT 3' MAXIMUN, (TYP) 7 ADJUSTMENT BRICKS (4" MIN., 16" MAX.) 8 y- SEE NOTE #5 9 10 24"0 BAFFLE FOR \ OIL / WATER SEPERI I 7,9 BOLT & SEAL BAFFLI iy46�zH TO RISER (AS REQUI \ NOTCH WEIF WIDTH= 1.1 SCALE i"= 2' C SCALE 1 *= 2' PINNACLE ES TA TES A PORTION OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1 /4 OF SECTION 5, T20N, R5E W.M. STANDARD DETAILS SEE CITY OF AUBURN STANDARDS FOR THE FOLLOWING DETM3lkC Y OF STANDARDS FOR THE FOLLOWING DETAILS: GENERA SANITARY SEWER "GENERAL-02" TEMPORARY CONSTRUCTION SITE SIGN BOARD (4'x4') 1. "SEWER-01" SIDE SEWER STUB 2. "GENERAL-04" ROCK WALL DETAIL 2. "SEWER-03" PUBLIC SANITARY OR STORM SEWER CLEANOUT 3. "SEWER-03" 24 INCH MANHOLE FRAME AND COVER EROSION 4. "SEWER-05" MANHOLE INSIDE DROP DETAIL 1. "EROSION-01" CONSTRUCTION ENTRANCE 5. "SEWER-06" EXTRA SHALLOW MANHOLE DETAIL 2. "EROSION-02" SILT CONTROL FENCE STORM DRAINAGE 3. "EROSION-03" CATCH BASIN PROTECTION FOR GRADING PROJECT 1. "STORM-07" RESIDENTIAL FOOTING DRAIN DETAL 4. "EROSION-04" CATCH BASIN PROTECTION 2. "STORM-09" TRASH RACK W/HEADWALL 5. "EROSION-05" CHECK DAMS AND SWALES 3. "STORM-12" CURB & GUTTER REINFORCING DETAIL 6. "EROSION-06" GRAVEL FILTER BERM BOMM LAIC M/MM S011IMCE AREA STAMAM OOMT. OETALS TRAFFIC FOR 7w FOLLOWM 1. "TRAFFIC-02" STREET RIGHT-OF-WAY PIPE TRENCH BACKFILL AND GAVEMENT RESTORATION 1, "LSBL-1" WATER MAIN BLOCKING 2. "TRAFFIC-03" TYPICAL PIPE TRENCH DETAIL 2. "LSBL-8" 2" BLOWOFF ASSEMBLY DETAIL 3. "TRAFFIC-05" BARRICADES 3. "LSBL-9" TEMPORARY BLOWOFF DETAIL 4. "TRAFFIC-06" BOLLARDS 4. "LSBL-3" FIRE HYDRANT DETAIL 5. "TRAFFIC-07" RESIDENTIAL DRIVEWAY (W/5' WIDE OR WIDER LANDSCAPE STRIP) 5. "LSBL-6" 1" AND SMALLER WATER SERVICE 6. *TRAFFIC-11" DRIVEWAY WIDTHS & LOCATIONS 6. "LSBL-6A" 1" AND SMALLER WATER SERVICE MATERIAL LIST 7. -TRAFFIC-12" ADJUSTMENT OF NEW & EXISTING UTILITY STRUCTURES TO FINISH GRADE 8. 'TRAFFIC -14" LANDSCAPE STIP DECIDUOUS TREE PLANTING/STAKING 9. -TRAFFIC- 15" LANDSCAPE STRIP CONIFEROUS TREE PLANTING/STAKING 10. "TRAFFIC-21" POURED IN PLACE MONUMENT TYPE 'B' MODIFIED SEE WSDOT STNMIID PLANS FOR THE FOLLOYYOIE DETAL! 11. *TRAFFIC-22" MONUMENT FRAME & COVER 1. "B-1" CATCH BASIN TYPE 1 12. *TRAFFIC-23" SIDEWALK W/LANDSCAPE STRIP 2. "B-1E" CATCH BASIN TYPE 2 (48" DIA., 54" DIA.. OR 60" DW.) 13. *TRAFFIC-25" WHEELCHAIR RAMP DETAIL 3. "B-238" MANHOLE - TYPE 1 (48", 54" & 60") 14. "TRAFFIC-43" LUMINAIRE AND CONDUIT LAYOUT 15. "TRSL-6" LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE, 12' POLE 16. 'TRAFFIC-45" ILLUMINATION SYSTEM SERVICE DETAIL 17. "TRAFFIC-46" UNIFORM LUMINAIRE WIRING DETAIL ROUND SOLID COVER - MARKED "DRAIN" LOCKABLE UNLESS OTHERWISE APPROVED BY THE ENGINEER 2' MIN. o 1) PIPE SIZES AND SLOPES PER PLAN o • 0.5' MIN. 24"0 BAFFLE FOR 2) ALL METAL PARTS SHALL BE GALVALUM, I OIL / WATER SEPERATION STAINLESS STEEL, OR PVC. 3) FRAME (LID OPENING) & LADDER STEPS 0 I A A SHALL BE ROTATED SUCH THAT RISER IS I � VISIBLE FROM TOP, LADDER /STEPS FUCTION IS CLEAR FROM RISER, FRAME o . IS CLEAR OF CURB. NOTCH WEIR ) CUT IN RISER 4 IF METAL OUTLET PIPE CONNECTS TO No CEMENT CONCRETE PIPE, IT SHALL HAVE w SMOOTH OUTSIDE DIAMETER EQUAL TO 18"0 18"0 COCREETE TE PIPE P INSIDE DIAMETER OR OUTLET I B e oA- A INLET 12"0 / •, 00 Q-RELEASE 5) SHOW ALLOWABLE DISCHARGE -0" FOR 24" RESTRICTOR PLATE WITH 1.75" ORIFICE o EACH DESIGN STORM DESIGNATION. ,. 24" MIN. ALOWABLE ACTUAL - 2 YR. = 0.24 CFS 2 YR. = 0.24 CFS E - 10 YR. = 1.6CFS 10 YR. = 1.21 CFS '- 25 YR. = 2.51 CFS 25 YR. = 1.69 CFS 100 YR. = 3.43 CFS 100 YR. = 2.35 CFS A � 1.75" ORIFICE dtYAT101� A = 604.50 ' F 4 TYPE 2, 60"0 B = 604.50 CATCH BASIN BAFFLE RISM C = 611.00 SCALE 1"= 2' D = 609.00 SlYAT10M E = 602.50 SCALE 1"= 2' F = 600.50 .. G = 607.60 WEST POND CONTROL STRUCTURE SCALE 1"= 2' B I C I D I E A 12"0 OUTLET 24"0 BAFFLE FOR \ OIL /WATER SEPERA I 12 BOLT &SEAL BAFFLE iV� e TO RISER (AS REQUIRED) \ NOTCOTH 1 . WEIR PIPE SUPPORT, 3" z 0.090 GAUGE STEEL STRAPES BOLTED OR EMBEDDED �� 2" IN WALL AT 3' MAXIMUN,(TYP) SCALE 1"= 2' SSCALE CA-A ADJUSTMENT BRICKS SCALELE1 1 "= 2' (4" MIN., 16" MAX.) � � 2' MIN. o - 24"0 BAFFLE FOR 0 0.5' MIN. OIL / WATER SEPERATION I o q a SEE NOTE NOTCH WEIR A CUT IN RISER 12"0 OUTLET it B A °0 0 12"0 I INLET 12"0 Q-RELEASE - 24" MIN. - o E T o } 24" MIN e IBM OW mw [Ai = '~ J a" SIDS ()FJ e - MCBVT T� �J sw SEWER 1) PIPE SIZES AND SLOPES PER PLAN 2) ALL METAL PARTS SHALL BE GALVALUM, STAINLESS STEEL, OR PVC. 3) FRAME (LID OPENING) & LADDER STEPS l SHALL BE ROTATED SUCH THAT RISER IS A VISIBLE FROM TOP; LADDER / STEPS FUCTION IS GLEAR FROM RISER, FRAME IS CLEAR OF CURB. 4) IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE, IT SHALL HAVE SMOOTH OUTSIDE DIAMETER EQUAL TO CONCRETE PIPE WS10E DIAMETER OR 1/4" LESS TYPICAL. 5) SHOW ALLOWABLE DISCHARGE "0" FOR EACH DESIGN STORM DESIGNATION. 2 YR. = 0.23 CFS' 10 YR. = 1.02 CFS 25 YR. = 1.43 CFS 100 YR. = 1.97 CF! EMATIONS o - F 2.3125" ORIFICE) A = 605.50 A- T - TYPE 2, 60"0 8 = 605.50 } 41 CATCH BASIN BAFFLE NBot C = 611.00 SCALE 1"= 2' D = 609.00 RESTRICTOR PLATE dAYATm WITH 2.3125" ORIFICE SCALE 1 "= 2' EAST POND CONTROL STRUCTURE SCALE 1"= 2' ® DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE wFORIMTION CONTAXIED HE IS PROPRIETARY TO DBM. ALL GOPIRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS IRE HEREBY AUTHORIZED TO COPY AND OTIN:RWISE VSE THIS INFORMATION FOR THEIR BENEFlT. REIFASE OF TH' INFORMAnON W ANY NON-COYERNIIENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY. DUPIUCATE. OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTRY EXCEPT AS EXPRESSLY AUTHORIZED BY SNO AGREEMENT OR RY DBM IN WRfnW. F I G I H J E = 603.50 F = 601.50 G = 608.07 - PROJECT REF: FAC04-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: Z�J -- I K J 4 '61 El 7 II- -W N J W 00 U� (0 Zworn >000 Q0)N U J 00 J 0)3N N Q 0 MN Lo =�zd LL � Lu v 9 J W C � � > m m U m W O N p w m DO W p y 3 m W \ Z Z m p CL 0 O Li DO 0 < O w U < 0 10 w 04 z 0 �t LJ q 0 � o N OSD/83�. A B I C I D I E IF G f J I K 2 3 C! 5 7 I-9 [e1 10 PINNACLE ES TA TES A PORTION OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 5, T20N, R5E W.M. � I o 9190 , 85 Be 87 88 89 91 I i 83 84 \ V B - �!=1�\ - -___ 93 GRAPHICSCALE 0 40 80 160 82 94 �\ 76 77 76 7rJ �� 1 inch = 80 feet 79 81 68 69 70 71 72 73 74 xx 80 \ j u j 96 I _ l �_ r + 1 I II 97 , ------ i 67 IIr----- 58 57 56 55 54 � � I I iil 66 CLUSTER 2 I 4-TYPE IV CBU'S ♦ ` I l 13 UNITS (OR SIMILAR) \ r - - - 47 48 49 50 51 52 100 101 102 III I 65 I `\ III 25 I I III III — — _ ` \ 15 I i 24 17 16 I ' Lr---- I11 f 1 38 39 46 26 . \ 14 I t ----- 63 I \ 23 37 40 I 45 27 13 I I I III I' I ;iI------1 62 I 22 \ I I r----- * 36 41 44 28 I � 12 43 LV `1 � I i i, 1 42 21lif / fl I III w 30 ------ i 31 10 , II I i i i I 32 DETENTION AREA59 34 B \ 1 6 ---- ' _� --- --- 1 -----I----- - CLUSTE 4 i _____________T_ R1 2 / 13 UNITSV CBU'S 1 _ -'-. I(OR SIMILAR) - - __ ___ DETENTION AREA - - - -"T - — 1� 1-05,,,j____=_-s___-------.------- 004 ONTAr/ED - — • - 'yRI01/R RE FY RI VICINITY MAP UNIVERSAL PEDESTALS (NDCBU REPLACEMENT) '85 n P^le .`al / .'D 3S14 I6 Daf-T"o M -cou 29.1r7 W x 404W H x 17-3WD 11Sibs. f161'A'~pq. , DW.)"M.Iro D1mwft,IvOnvq+ak m. W,J-N, 170 6Nfla%wwA P'MI Qflel.elbe/ra n11r W,EPHM 7r0 (L1r WNrm,D-p 3313 *S D. - Type IV-CRU 26.1/2' W. 4&3A' H. 17-SWD 110 ba l231 "TeW;cwycir4rzM Id'Wr43Y'tl •15'J (iI.I�MR fir KLNXk a^Wx F3M•M, u^o eml lasr w.l^M/ [ll perul NrM 12"Wx1r'M.1T0 MAILBOX CLUSTER SPECFICATIONS CLUSTER 1 - 4 CLUSTER BOXES TYPE IV OR SIMILAR CLUSTER 2 - 4 CLUSTER BOXES TYPE N OR SIMILAR NOTE: MAILBOX CLUSTERS MAY VARY IN TYPE AND STYLE IN ACCORDANCE TO THE POSTMASTER APPROVAL. Sdg, h �/a � �, y �b� pNdoO•^ (1-4 xt,� I- 2 W W3 E` W = N 0 cj�LQ aj LQ ga > _ HO m 3 2 Nm z Oa o a a a 5 7 N. W V La W)N� 4M ai X:4 00 c3r04 N N M Z "It J W 3 In W m U m O W W W 2 i Z m y m p 0 0 ; U D' Li 0 U a. O qit L4J v Z 0 W �' 'g o 0 A I B C I D I E I F I G W J K ____________ __________ _____________ r------------ 1 r-------1 r----- � IN, 11+00 12+00 13+00 14+00 65TH STREET SE _____ � ______ r r-------1 r — ---� I-------- r - I I I, - I I I , I li I I I I I 1 I I 1 r L_—_---______ 1 1 I ` , I � , _� .. +oa 2+00 3+00 4N00 66TH STREET SE rrz 00 I I I I j r � r----- — I I ----- \ I I I I I I Ir >10 ° I \ \ I I I I L------� r---------L L-------L L--------� L--------� ' -- ' I ___— __— _ r----______, r__________, L___________- r- , r-___----__, Ir N___ J I \ 1 I �,�v - r----r 1+oa 1 2+00 a+oo ��_,_ r___ _ - E o o _3Tao - �,_ - - _________- _ N - 67TH STREET SE --_ , I vv vv vv I - I i r^ry v i i v Av o I _ o I AI I AV I L----- --J i i III A I I \ 0 2 ,---- I\ l 1 —— �-- I -1 I II ---1 --- I _ I I - I 11 I'tSE 5 �, L II 1 F-- 2+0 0—e' 3 j00 O `F� C,\'\ a °ALC 69TM T \ I I I y I I I I\ \ I 1 I I \ I I I I I I 1 I I I \ 11 II y G �A. Q'�,4 /4aTA I I � STREET LIGHTING LAYOUT 11 / a D $GALE: V" &O'-O` sy, RfCIs-m yJp / L LANs PROJECT REF: FAC Y04-0015 -A "1 OC' THESE PLANS ARE APPROVED FOR I CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: GENERAL NOTES (STREETLIGHT CONSTRUCTIONI 1. ALL WORKMANSHIP, MATERIALS AND TESTING WILL BE IN ACCORDANCE WITH THE MOST CURRENT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION/AMERICAN PUBLIC WORK ASSOCIATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, NATIONAL ELECTRICAL CODE, MUTCD OR CITY OF AUBURN STANDARD DETAILS AND SPECIFICATIONS. IN CASES OF CONFLICT, THE MOST STRINGENT GUIDELINE SHALL APPLY. THE ELECTRICAL CONTRACTOR SHALL BE FAMILIAR WITH ALL ABOVE STATED PUBLICATIONS AND GUIDELINES AS THEY WILL BE STRICTLY ENFORCED BY THE CITY. 2. ANY DEVIATIONS IN MATERIALS, IE (POLE TYPE, LUMINAIRE FIXTURE TYPE, ETC.) MUST BE SUBMITTED FOR PRE -APPROVAL A PHYSICAL SAMPLE OF THE EXACT PRODUCT TO BE USED SHALL BE SUBMITTED FOR APPROVAL BY ENGINEERING AND MAINTENANCE. 3. FOUNDATIONS FOR LIGHT STANDARDS SHALL CONFORM T- STANDARD DETAIL, TRAFFIC-44 OR TRSL-6. EACH POLE SHALL HAVE A CONDUIT SWEEP FROM INSIDE THE POLE THROUGH THE CONCRETE BASE FOR EACH DIRECTION OF WIRE RUN AND SHOWN ON THE PLANS. ANCHOR BOLTS PER SECTION 9-29.6(5) (FOUNDATION HARDWARE, CITY OF AUBURN SPECIAL PROVISIONS; AND STANDARD DETAIL, TRAFFIC-44, SHALL BE INSTALLED IN FOUNDATIONS TO ENABLE LUMINAIRE MAST ARMS TO BE INSTALLED PERPENDICULAR TO THE CENTER LINE OF THE ROADWAY SERVED. 4. POLE FOUNDATIONS NEXT TO OR IN SIDEWALKS SHALL BE PLACED 4 INCHES BELOW THE FINISHED SURFACE OF THE SIDEWALK POURED CONCURRENTLY WITH THE SIDEWALK. THE FOUNDATION AND SIDEWALK SHALL BE SEPARATED BY A 3/4 INCH EXPANSION JOINT SUCH THAT THE FOUNDATION CAN BE REMOVED WITHOUT DAMAGED TO THE SURROUNDING SIDEWALK. 5. FOUNDATIONS FOR THE LOCAL RESIDENTIAL ALTERNATIVE SHALL BE 36 INCHES DEEP AND 20 INCHES IN DIAMETER, CLASS 3000 CONCRETE. 6. THE SERVICE CABINET FOUNDATION SHALL BE 24 INCHES BY 24 INCHES:BY 6 INCHES CONCRETE PAD AND CONFORM TO STANDARD DETAIL TRAFFIC-45. 7. STREET LIGHT CONDUIT SHALL BE SCHEDULE 40 PVC-ASTM D1785. ALL CONDUITS FOR STREET CROSSINGS SHALL BE SCHEDULE 80 PVC-ASTM D1785. ALL CONDUITS INSTALLED UNDER SIDEWALK AND DRIVEWAY AREAS SHALL BE SCHEDULE 40 PVC-ASTM D1785. CONDUIT TYPE SHALL NOT CHANGE WITHIN A RUN. CONDUITS INSTALLED UNDER PAVED ROADWAY, NOT CROSSING THE ROADWAY, SHALL BE SCHEDULE 80 PVC-ASTM D1785 AND LOCATED 3 FEET PARALLEL TO THE CURB LINE IF POSSIBLE. CONDUITS SHALL HAVE A MINIMUM OF 24 INCHES OF COVER. B. JUNCTION BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS IN CONFORMANCE WITH THE CITY OF AUBURN UNIFORM WIRING DETAILS. IN ADDITION, A JUNCTION BOX WILL BE INSTALLED WHEN CONDUIT RUNS ARE MORE THAN 200 FEET AND AT EVERY ROAD CROSSING. JUNCTION BOXES SHALL BE OF THE TYPE SPECIFIED ON THE PLANS AND SHALL CONFORM TO THE REQUIREMENTS OF WSDOT STANDARD J-11a. 9. THE LIGHT STANDARD FOR THE LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE SHALL BE A HALOPHANE WADSWORTH SERIES, ALUMINUM 12 FOOT POLE WITH A FLUTED SHAFT AND 17 INCH DIAMETER BASE, CATALOG NUMBER W12F4/17CA/DG AND SHALL BE INSTALLED IN CONFORMANCE WITH CITY OF AUBURN LUMINAIRE. POLE DETAILS TRAFFIC-43, TRAFFIC-44 AND TRSL-6 10. PHOTOCELLS SHALL BE INSTALLED ON THE SERVICE CABINET IN CONFORMANCE WITH SECTION 9-29.11(2) (PHOTOELECTRIC CONTROLS) OF THE STANDARD SPECIFICATIONS. THE PHOTOCELL SHALL BE "SST-IES" OR APPROVED EQUAL. A BYPASS SWITCH SHALL BE REQUIRED INSIDE THE SERVICE CABINET, CLEARLY MARKED PE BYPASS. ONE PHOTOCELL WILL BE REQUIRED PER SERVICE CABINET. SEE TRAFFIC-45 DETAIL 11. LIGHT STANDARDS HANDHOLES SHALL BE IN ACCORDANCE WITH CITY OF AUBURN LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE TRSL-6. 12. LIGHTING LUMINAIRE FIXTURE SHALL BE A HALOPHANE UTILITY GRANVILLE WITH INTERNAL UPLIGHT SHIELD, CATALOG NUMBER GVU10OHPMTN3CU AND SHALL BE INSTALLED IN CONFORMANCE WITH TRSL-6. PLAN NOTES Ot ELECTRICAL CONTRACTOR TO FIELD VERIFY LOCATION OF SERVICE CABINET, SKYLINE SERIES 47700-A1, AND PROVIDE CONNECTION TO NEAREST UTILITY TRANSFORMER. INSTALLATION OF SERVICE CABINET SHALL CONFORM TO TRAFFIC-45 DETAIL. DESCRIPTION SYMBOL LIGHT POLE, LUMINAIRE k FOUN&TION • TYPE 1 JUNCTION BOX • UNDERGROUND CONDUIT t WIRE — - — - — - — WIRE NOTE, SEE SHEET E3, WIRING SCHEDULE, FOR ADDITIONAL INFORMATION POLE NOTE, SEE SHEET E3, STREET LIGHT SCHEDULE, FOR ADDITIONAL INFORMATION RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACT---�TION RECORDS. BY: DATE: TITLE/POSITION: tAW eyyAs" CONFIRMED BY CITY: DATE:j*j?ZLe i • ��AF 13 O W Z Ul L W �t 1 u ujj IL N Lu nZ y' 0 IV 1�1 f o0 tl W SHEET El - - - - - - - - ----/ \ \ I J----J L----J L----J L--- _ T- 1 ,\ 12+00 �13+00'0 + 14+00 V A � � � n� •..I •�«n�....M .� - y. -�.mro«-vm +�-v.,+o.�tra a�arkrs •� es-ie.�.. b. '.m / \ \ \ \ \ �. �\ / ten. b. ..m•, •.. .b. � \\ \ I A\ A\ Ir----7 I � I eaT..x L--------J L----J L----J L ----- n I I 1 .rl •.. \ \ \ I\ L---———— — — — --- n, ba � J �----J L----L L-----L L I I � ao �-----7 r----1 •,o ,o'e.,° I+oo� ,...... zro°o' ,........ ,.., ...>'.'S'b8_ - - - �m ..�q, - -_ .o..rb..-.r-as-•...-gym 7..diar"cam n. ia:-r �. t> •o.., a„ a., o.., o.. n. •..k-n.-nay.-�..-'.. tm •,.. 's4o1f' n„ a. / / \ \ \ \. r I l yy I I I I I I / •o,. 4„ o, r � a„ •.« �„ •.. a+oo. , oz, e,me��k\ a, •.re L-----J —J L----J L----L L —— — — —J �_ •.n str-ao.—a.. xw-'...�'.n •o.,. 1\ L — — — — —— L-- —J L-----I L------I L — — —J I �---J •° a / / V A V A A �- - - n - - . „ ., .m au .� aa0a., a.a a,. �J e. e. a. 3'md• n.. �.. •... : •%4'S5 n.x x 8m ` / C ` ' , , �' \\ \ \\ I I ..x-... ami •.m n«-n..y„-ro..rv..>. b.�-e�'o�`,r�. a. •oo, n., o. .,, n. •oi, .im •.., nr n: •.m n,� sn-n}A. e n •o..s ea \\ �/ \ - - _ _ � � / \ \ n •A, �:.-a - _� - �a ..m •. a >sr / �\ \V I I // /OVA \\A V A\ -- — ------.--_------- — — a,I •.. l ....., . — — LIN -- / I � .�,•.®nab I \\ \\ m am / .. Lm _-- I I I as II I I 1I am _ _ _ _ L lu - I IL-�-�� `// / Ym nn 6t00•'av'g' �'1 \ \\ \ `\ \\ \\ v. to •... « nzaoz n,s n� 3 Uo... na ..... V. I \ � I I % / POINT 5Y POINT CALCULATION PROJECT REF: FAC 904-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: STATISTICS 0®CIrRGR AVERAGE MAX MAXgM AV0Yr11 66TH STREET SE .45 FC 1.32 FC AS FC 22 01 7.41 561H STREET SE .42 FC 1.31 FC .07 FC 18.7:1 8.0:1 67TH STEET SE .40 FC 1.25 FC : .08 FC 20.8:1 8.8:1 OM STREET SE .42 FC 1.29 FC .05 FC 25*1 6.5:1 WTH COURT SE .45 FC 1.29 FC .07 FC 18.4:1 6.4:1 QUINCY AVENUE SE .44 FC 1.35 FC107 .05 FC 27.2:1 8.7:1 REBECCII COURT SE .40 FC 1.25 FCAG FC 21.0:1 6.6:1 DTIUART STREET SE .43 FC 1.37 FC FC 19.8:1 6 1 1 LUMINAIRE SCHEDULE CATALOG NUMBER I DESCRIPTION LAMP LUMENS LLF WATTS "" 100H PMTN3NGU I UTILITY GRANVILLE 100W HPS 9500 0.fi2 129 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE TITLE/POSITION: CONFIRMED BY CITY: DATE: • S�R H Q W'V:3 L� H Z Q OL 0 0 N Fl w QY O s\ O g � i SWET E2 OF STREET LIGHT SCHEDULE STREET LIGHT NO. TYP/NATTANST MOUNTING HEIGHT PROPOSED STATION OFFSET CMICUIT 1 1 HPS-IOD-MCSIII 12 12+56.39 2.6 2 1 HPS-10DMCSIII 17 11+80.42 19 3 1 HIPS-10DMCSIII 17 10+48.62 21' 4 1 HPS-10DMCSIII 12 9+54.33 19 5 1 HPS-10DMCSIII 12 8+46.74 28.2T 6 1 IWS-10DMCSIII 17 7+8.32 21' 7 1 HPS-IOD-MCSIII 17 5+84.33 19 8 1 HPS-100MCSIII 17 4+63.19 21' 9 1 HPS-10DMCSIII 17 3+80.3 19 10 1 HPS-100MCSIII 12 1 + 54.79 20.46 11 1 HPS-100-MCSIII 12 0+28.24 28.70 12 1 HPS-1001MCS111 17 1 + 10.55 21' 13 1 HPS-IDO-MCSII 17 2+27.21 19 14 1 FIPS-10041CSM 17 3+50.56 21' WHOW SCHEDULE RMM MD. CONDUIT SIZE CONDUIT LENGTH (FT) CONDUCTORS CIRCUIT NO. 1 2". 40 PVC 124 208, 1/8 GR 1 2 2", 40 PVC 150 206, 1/8 GR 1 3 7, 80 PVC 42 206, 118 GR 1 4 T. 40 PVC 1 96 206, 118 GR 1 5 r, 40 PVC 117 206, 118 GR 1 6 7, 80 PVC 50 208, 118 GR 1 7 r, 40 PVC 154 208, 1/8 GR 1 E r, Bo PVC 40 208, 1/8 GR 1 9 7, 40 PVC 1 135 208, 118 GR 1 10 7, 40 PVC 122 208, 118 GR 1 11 r, Bo PVC 40 200, 118 GR 1 12 7, 40 PVC 103 208, 118 GR 1 13 r, 40 PVC 101 208, 1/8 OR 1 14 1 r, 40 PVC 125 208, 1/8 GR 1 15 7, 80 PVC 56 208, 1/8 GR 1 M T, 40 PVC 84 208, 1/8 OR 1 17 r, 80 PVC 40 208, 118 GR 1 18 7, 40 PVC 136 208, 1/8 OR 1 19 r, 40 PVC 124 208, 1/8 GR 1 20 2", 80 PVC 40 248, 1/8 GR 1 21 2". 40 PVC 300 208,118 GR 1 120/240 VOLT C STREET LIGHT SCHEDULE STREET LIGHT NO. CIRCUIT TYPEIWATTIDIST MOUNTING HEIGHT PROPOSED STATION OFFSET 15 2 ZIPS-/0D-MCSIII 12' 5+10.55 21' 18 2 HPS-IOD-MCSIII 12' 7+50.56 21' 17 2 HPS-100-MOSM 12' 8+74.30 19 18 2 HPS-10D-MCSM 17 9+78.92 21' 19 2 HPS-10D41CSIII 17 11 + 14.06 19 20 2 HPS-100-MCSIII 12' 12+38.51 21' 21 2 HPS-1004ACS8I 17 13+57.75 19 22 2 HPS-100#ICSIII 12 14+86.46 23.67' 23 2 HPS-10041CS1111 12 15+99.68 19 24 2 1 HPS-10D40CSM 17 6+64.29 21' 25 2 HPS-10041CSM 17 4+87.00 21' 28 2 HPS-100-MGSM 17 3+46.68 19 27 2 HPS-100-MCSIII 12' 2+26.68 21' 25 2 MPS100-MCSIII 12 1 + 10.45 19 WIRING SCHEDULE RUN NO. CONDUIT SIZE CONDUIT LENGTH (FT) CONDUCTORS CBICUIT NO. 22 7' 80 PVC 40 208, 1/8 GR 2 23 7, 40 PVC 119 208, 118 GR 2 24 7, 40 PVC 138 208. 1/8 GR 2 25 7', 80 PVC 40 200. 1/8 OR 2 26 7', 40 PVC 141 208, 1/8 GR 2 27 7', 40 PVC 148 206. 1/8 GR 2 20 r, WPVC 40 200. 1/8 GR 2 29 7', 40 PVC 99 206. 1/8 GR 2 30 7, 40 PVC 196 M. 1/8 GR 2 31 71, D PVC 40 208, 1/8 GR 2 32 71, 40 PVC 138 200. 1/8 GR 2 33 7, 40 PVC 140 WIS. 1/8 OR 2 34 T. 40IVC 118 208, 1/8 GR 2 35 7', 80 PVC 40 206 1/8 OR 2 36 7, 40 PVC 165 208, 1/8 GR 2 37 7, 40 PVC 111 208, 1/8 OR 2 38 7', 80 PVC 40 M, 1/8 GR 2 39 7, 40 PVC 149 206, 1/8 GR 2 40 r, 40 PVC 1 239 208, 118 GR 2 41 7, 40 PVC 20D 205, 1/8 OR 2 WIRING DIAGRAM LEGEND O METER BASE PER SERVING UTILITY REQUIREMENTS (W/MANUAL BYPASS LEVER) O MAIN BREAKER (100 AMP) O GCI CIRCUIT (20 AMP) O4 CONTROL BREAKER (15 AMP) OS TEST SWITCH (15 AMP) 6O PHOTOELECTRIC CELL (MODEL# SST-IES) O ILLUMINATION BREAKER (20 AMP) SO CONTACTOR (20 AMP) 9O NEUTRAL BUSS 'Alp SERVICE CABINET IUIRING SCHEMATIC \� 4 0 SCALE: NONE 7k ax STREET LIGHT SCHEDULE OTRW LIGNI . CIRCUIT TYPE/WATT/DIST MOUNTING HEIGHT PROPOSED STATION OFFSET 29 3 HPS-100#ICSI 12 6+19.79 19 30 3 HPS-100WSM 12 1 + 15.63 21' 31 3 MPS-10D-MCSM 12 0+30.21 28.87 32 3 HPS-10044CSM 12 1 + 2.45 21' 33 3 HPS-10DMCSM 17 2+17.01 28.85' 34 3 HPS-10041CSM 12 3+55.53 21' 35 3 FPS-100MCSM 17 4+TT01 19 36 3 HPS-100MCSII 17 4+1251 19 37 3 HPS-100-MCSM 1 17 4+95.29 1 21' 38 3 HPS-100-MCSM 17 6+30,22 19 39 3 HPS-100#1CSM 17 7+62,75 21' 40 3 HPS-10040CSII1 17 8+74,81 19 41 3 MPS-10DMCSM 12 2+29,03 19, 42 3 HPS-100-MCSM 12 1- 16.73 21' WIRING SCHEDULE PM NO. CONDUIT SIZE CONDUIT LENGTH FT CONDUCTOM Q4Aw NO. 42 2, 80 PVC 40 208, 1/B GR 3 43 r, 40 PVC 129 206, i/6 OR 3 44 2', 40 PVC 157 208, 118 GR 3 45 7, 40 PVC 141 200, 118 GR 3 46 2, 80 PVC 40 206. 1/8 GR 3 47 7, 40 PVC 130 205, 1/8 OR 3 48 T, 40 PVC 143 216, 1/8 OR 3 49 7, 00 PVC 40 2N1, iro OR 3 50 2', 40 PVC 80 21110, 1/8 OR 3 51 r, 40 PVC 39 206, 118 GR 3 52 2", 60 PVC 75 206, 1/8 OR 3 53 2-, 80 PVC 40 206, 1/8 GR 3 54 2-, 40 PVC 123 208, 118 GR 3 56 7, 40 PVC Be 216, 118 OR 3 56 2-, 40 PVC 167 206, 1/8 GR 3 57 r, 40 PVC 210 OR 3 5S 7", w PVC 85 3 59 r, 40 PVC 150 OR 3 80 T, 40 PVC 84 tGR 3 81 r, SOPVC - 44 3 82 r, 40 PVC 125 3 VOLTAGE DROP CALCULATION POLE AMPACITY AMPERES @ 240 VOLTS 10OW HIPS FIXTURE 0.54 Conductor Loss Factors (80%of, CU, Nonmagnetic Conduit) Wire Size 8 6 4 3 2 Factor 000131 0.000845 0.000653 0,000456 0.000358 SELECTION 0.00131 WoRage Drop=Distance X Amperes x Conductor Loss Factor RUN NO. DISTANCE CURRENT VOLTS (FEET) (AMPERES) DROP' CIRCUIT 1 1 (1-2) 124 0.54 0.D9 2 (2J) 160 1.06 021 3 (3J60111t) 42 0.54 0.03 4 (JBOX-4) 96 1.61 020 5 (4JOICI 117 2.15 ,. 0.33 6 (5J1BOX) 50 0.54 0.04 7 (JBOXJBOX) 164 2.09 0.58 8 (6-11m) 40 0.54 0.03 9 (JBOX-7) 135 323 0.57 10 (7JBOX) 122 3.78 080 11 (8JBOX) 40 0.54 0.03 12 (JBOX-9) 103 4.30 0.56 13 (9-JBOX) 101 4.84 0.64 14 (10-JBOX) 125 0.54 0.09 15 (JBOX-11) 56 5.38 0.30 16 (12-JBOX) 64 5.91 0.05 17 (12-JBOX) 40 0.54 0.03 18 (JBOX-13) 138 6.45 1.15 19 (13JBOX) 124 6.99 1.14 20 (14-JBOX) 40 0.54 0.03 21 (14-CABNET) 300 7.53 2.96 TOTAL 2189 10.36 CINCUfT 2 22 (28JBOX) 40 0.54 0.03 23 (JBOX-27) 119 0.54 0.06 24 (27JBOX) 138 1.08 0.19 25 (26JBOX) 40 0.54 0.03 26 (JBOX-25) 141 1.61 0.30 271254801 148 2.15 0.42 28 (24 JBOX) 40 0.54 0.03 29 (JBOX-23) 99 2.09 0.35 30(23-21) 196 323 0.83 31 (21 -BOX) 40 3.76 0.20 32 (22481M) 138 0.54 0.10 33 (JBOX-20) 140 4.30 0.79 34 (20JBOX) 118 4.84 0.75 35 (19JBOX) 40 0.54 0.03 36 (JSOX-18) 168 5.30 1.16 37 (18JBOX) 111 5.91 0.88 38 (17JBOX) 40 0.54 0.03 39 (JBOX-10) 149 6.45 128 40(16-15) 239 6.9E 2.19 41 (I"ASNET) 200 7.53 1.97 TOTAL 2344 11.60 CIRCUIT 3 42 (42JBOX) 40 0.54 0.03 43(JBOX-41) 129 0,54 0.00 _ 44 (41 JBOX) 157 1.08 0.22 45(40JBOX) 141 0.54 0.10 46 (39JBOX) 40 0.54 0.03 47 (JBOX-38) 130 1.08 0.18 48(38JBOX) 143 1.61 0.30 49(37JBOX) 40 0.54 0.03 50 (JBOX-36) 80 2.15 0.23 51 (38JBOX) 39 269 0.14 52 (JBOXJBOX) 75 3,76 0.37 53 (35JBOX) 40 0.54 0.03 54 (JBOX-34) 123 4.30 0.00 55 (34JBOX) 88 4.84 0.56 56 (304BOX) 167 1 08 024 57 (2") 210 0.54 OAS 58(JBOXJBOX) 65 5.91 0.50 59 (3"2) 150 0.54 0.11 SO(32JBOX) 64 108 0.09 61 (JBOX-42) 44 6.99 0.40 62 (42-CARNET) 125 7.53 123 TOTAL 1965 S.71 LOAD CALCULATION CIRCUIT POLE QUAINT. KVA 1 14 1.81 2 14 1.81 3 14 1.81 PROJECT REF: FAC 4-0015 vk%, Os vj THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISIIION REQUIREMENTS. V APPROVED BY: V DATE APPROVED: 2- C91 z 4.31% 6045 VOLTS 4.83% @240 VOLTS 2.30% 02" VOLTS T53 7.53 7.53 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY: DATE: 0 Y r A s k :t CD W U _ Ul U � ul Q Uw Q= QV oo nZ 1L 4 O k $ G 5 rV h V O y xS o yi � z SHEET E3 I a i Ir ter." _ry 1 , �•11CSINNS NOW loop! w�i riE l aii dh AiSLS5nEf.$�r:laRM�6 OWa�O9�"ffi�318btQ'�_ 1/ir Rip RIM irAmkvlglLl POWER = •OMM81iNKVn �s . - < of ii a�ml �as�a / ` .I `nr • tv; V 1 ' 652 650 1 1 -----1 I J I !---------------------� r i I 1 — Cn g� \ i i idw, aglr'4�AL� f47 >+A6; L iA' � Pia n, ° f� &' P&e��,l°gR'46,. 2�2i71:•A�S7i t'$A y 'i �A"8.' 3 �3 1 e!°�'a$ t!K �'.b Lk _.•--_�'Q_�__��_�'•: —r=Ail V�� -'�• �.: I 0M4.61"9WNW @'r.0y"C•4'ebMW.0'51 1119190walii�i°61r1■►.i�iBStlSIR�'.+�4p 53 , �i s''4ME ArTlElIrl AL �� • oil 1 AND NATIVE PLANTING aa••� 1 1 NORTH SEE SHEET L1.4 FOR PLANT • SPECIFICIAL LEGEND, SITE GENERAL CONSTRUCTION NOTES. POND PLANTINGS Record Drawing Certification These drawings conform to the Contractor's construction records. -, Y_ Confirm w --- - � Cn 96 FF--MO 4 ��TTFRM W%ORK / 40 1'RUOU11 RCr: rmy-t-WID THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIREMENTS. Approved By*'JmePs" Date Approved: 2�4105 Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Va11ey,Wa•hin••on 98038 phone: (425) 432-9977 fax: (425) 432-9878 e-mail: lbethma@hnindapring.o STATE OF WASHMGTON REGISTERED LAND IC •ARCHITECT —C LDI R BETHUNE CERTIFICATE NO. 462 PINNACLE ESTATES PINACLE, INC. 16353 129TH AVENUE SE RENTON, WA 98M LANDSCAPE PLANTING PLAN JOB NO. •24145 ,CAM I'-90'-0' SHEET DATE: 08/Ofi/01 MAWR La. cmUW L 1.1 CxW"113t^rr MIX �s��:.'a�d�saw,�4!s�3.^!a°a9B:�s�,�.�'�'1�4•'sr�ol�;Esc!,�3���tg8>f"rsWj�E�M�"t�i�'aYs,'�a;c>��t�* �►�= I TIFF ------ ' 34 33 11 FRM LIMIT--- I ---- LANDSCAPE PLANTING PLAN 0 15' 30' 60' 120' SCALE: 1'=30'-0• NORTH I \\ \ I 7 \� \ 624 RI ENQ1 \ \ m a MATCH LINE -SEE SHEET L 1.3 NOTE: SEE SHEET L1.3 FOR ORNAMENTAL AND NATIVE PLANTING DETAILS. SEE SHEET L1.4 FOR PLANT MATERIAL LEGEND, SITE SPECIFIC NOTES AND GENERAL CONSTRUCTION NOTES. SEE SHEET L 1.5 - POND PLANTINGS Record Drawing Certification These drawings conform to the Contractor's construction records. PROJECT REF: FAC04-0015 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIREMENTS. Approved By--2l/.1�� Date Approved: z/•f/�7 Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Valley,Waohington 98038 phone: (425) 432-9877 fax: (425) 432-9878 e-mail : lbethime(jomindapring.com STATE OF 1IASHINGTON REGISTERED LA HITECT IAVi& R BBI'HUBE CERTWICATE NO. 482 REVISIONS LBAa. 9 . L/7M Far r W. vr, IRA. La. -e1/26M PINNACLE ESTATES PINACLE, INC. 16353 129TH AVENUE SE RENTON, WA 99058 LANDSCAPE PLANTING PLAN JOB NO. •24145 SCALE: ]*-,V-C SHUT DATE: OB/ON0/ DRAWN: L L CM: IRS L 1.2 00PYRI(IhT MIX LANDSCAPE PLANTING PLAN 0 is 30, 60' 120' SCALE: 1'=30'-0" NORTH STAKE& 9 AKES PER REEE ATER- 22 STTAKrPER TLREEEE SS - NEW TREE IREE 1/Z RURR FIO� WM12 ALV. Rx7UBlE STRAND TWI41EN F .' d7AP �tiVI,'�yII PE'PMAT If. n2,AL V. 7 ABOVE FINISHM GRAM I.P A TIES BACK 1 t •'WN <f �.. r. I I•I. I.., 1 a 1 11 ••v �<r ry1 1• 1. nT =11 AT MMYW amNr <2- 2, a G[ T PfNL NNW WaE aN•1 z' NaCN '/ NYL w Vf or •Nw nar nN•, e1u fn'wrr •NINN .v,f a16 ar No,c , a,M 1 a OIIN-CO ra, may earle,m N10 N MRNaII WIaYII YA11 NATIVE TREE PLANTING/STAKING UL 11 MATCH LINE -SEE SHEET L1.2 . �I \ FF-SM37.1 \ \ \ H LII -628.7 \6 PM \ IEZ�0 \ - / OF C� ABIN_ 0 / 4GINEE 11 is / 1202 GUY SPACING TREE TES 1/7 RUBBER HOSE W/ 12 GAUGE WIRE (GALVI POSITION ROOT CROWN TURN BUCKLES 17 ABOVE FINISH GRD. ,. EACH SIDE 7 MULCH LAYER AFTER NEW SUB SL M EMEMT WLCH TYPE PER SPEW •� 7 MULCH rFINISH MADE 1W 1-4 -- 0 B&B PLANT: REMOVE BURLAP A STAKETI-&L; FROM TOP OF Rf'fr HALL ` HARDWOOD 1 �// �/CSOIL J Mix SCARIFY �� CEDAR STAKES • •' 1'1• /, itl01111911m'�j 7U1. 1 1•: ;;, tlllllllllllllllllllllpl :% 1 `.�`o��.aa.����.,``` / N077: INCLUDE TEMPORARY WATER (AS, �N' e 1 . I .,I I I }1' 11 INSTALL DETAILAFTER / NO SCALE NO SCALE mr ''ME WOO MY.& —+n- wcN uoa slaw w iTa'aof�'i•,�uw1 —aolNa , f as •uaw ar ••• w �Y 1•Ilfl N 1' IIN{lat aNc ,M•,N. n.a, N'IIMI® Is1 P(p —fcNWr •wl•N ao foe, ar ,pr wura !el I. maY OO IYCi� MN M N —fN•N�Yw el I�1�•I.� ""B0 PLANTING DETAIL M T.f NOTE: SEE SHEET L1.4 FOR PLANT MATERIAL LEGEND, SITE SPECIFIC NOTES AND GENERAL CONSTRUCTION NOTES SEE SHEET L1.5 - POND PLANTINGS t OPLANT CENTER SPACING AS NOTED ON LAN MUANGULAR) ei fV 1{/ © t ORIGINAL I ., " 1' 1 I yY . I Y. i. <a i MALL SPECS) FINISH GRAM BACKFILL m2t�� WIX PER 904L MIX a• DETAB: GROUND COVER PLANTING NO SCALE IT•AaCAP- rxrRN.. tX�IT /11fr Ix�omva -+i rr SECTION ELEVATION WOOD FENCE NO SCALE Record Drawing Certification These drawings conform to the Contractor's construction records ition PROJECT REF: F_AC04-0015 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIREMENTS. Approved 8yt:7/4"iuti Date Approved: 7/fle3 Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Valley,Washington 98038 phone: (425) 432-9977 fax: (425) 432-9278 o-mail IbethuneQmindspring.com STATE OF WASHINGTON REGISTERED C ARCHITECT U R. BETHUNE CERTIFICATE NO. 462 REVISIONS Lay of Ambolm coffgnmb6 W 11 WNra- 7/Ot IFWAN WnYa LBh, IJL-01/26A6 PINNACLE ESTATES PINACIE, INC 163M 12M AVENUE SE RENTON, WA 9B058 LANDSCAPE PLANTING PLAN JOB NO. *24145 SCALE: 1"=6'4 SHEET DATE: 0&0&'W DRAWN: L1L CHK:I'M L 1.3 coPYRlclrr zaa osD� z E LIMIT OF CLEARING PER ENGINEERING { { A X. � lrC, \\ \• �\ a \ . � 1 - { ct C \' \ / V, .0 / FF-63 0MIT OF W- a i CH L1NL; A — SEL; AUJA(I'iLV'1' I IIIAtV i un YAM; U E_1 I / L,, \ i • // i.. • OL RDS \• tOER.s , n V19 1 AIL EIA T OPi\LNE It /Z I� /' ------- i 4 CFP II / LIMIT\\ oF11�pAlc �..:.,.� 101 VLL \ \, / FF-629.0 i A' 0 A 1 / I MATCH LINE A _ Yl4FCM�I \.... .. A m a��asj (may MATCH LINE A -SEE ADJACENT PLAN w { LANDSCAPE PLANTING PLAN 0 15 30' 60' 12(' SCALE: 1'=30'-0' NORTH C/) , Q \ LANDSCAPE PLANTING PLAN \\ 0 15 30' 60' 120' V. \V 1E:1'-30'-T NORTH C LIMIT OF CLEARING PER ENGINEERING V. - 6' HEIGHT \..•: CEDAR \ .... \ FENCE \': \ PER DETAIL \. .� ON EAST PROP. LINE \; . - N A \•.. •..� fit. :• � \..... T. 9 FENCE / > FEN \\ 1 Zb R NOIN ER /k //626� PE1 it JA PLANT MATERIAL LEGEND * Indicates Drought Tolerant Plant Material Abrev. Common Name Botanical Name Size trees: * APA Autumn Purple Ash Fraxmns americana •Autumn Purple" 2' cal./B&B, Matched, 6 branching CK Crimson King Norway Maple Acer platanoides'Crimson King' 7 cal./B&B, Matched, 6branching * CFP Chanticleer Flowering Pear Pyrus calleryana'Chenticieer 2' cal./B&B, Matched, 6' branching * CP Capital Flowering Pear Pyrus calleryana'Capital' 2' cal./B&B, Matched, 6Icanching * FRM Frank's Red Maple Acer rubrum Tranksred' 2' cal./B&B, Matched, 6' branching * JB Jacquemontb Birch Betula'Jacquemontir 2' calJB&B * WRC Western Red Cedar Tliula plicata 6' hgt./B&B shrubs DFV Double F'lie Viburnum Viburnumm plicatuni tomemosum 24' hgt./cont. �k DVD David Viburnum Viburnum davidii 18'hg0cont. �k OS Osmanthus Osmanthus burkwoodit 24' hgt./"t. RHP Rhododendron PJM' Same IS' hgtJmnt. SHY Spring Bouquet Viburnum Viburnum onus •Spring Bouquet' 24' hgticont. * SLP Spiraea Little Princess Spiraea Japonica "Little Princess IT hilt./coot. * WE Winged Emnymus Euonymus alata'Compacta' 24' hilt/count. * WPB William Penn Barberry BerberiS x gladwynensls'Wtham Penn' 24' hgt./mnt. symbols/ground covers: * BF Blue Fescue Festuca ovina'Glauca' I gal./cont. at 24' m at triangular spacing cry Candy Tuft Iberis sempervirens I gal./cont. at 36' cc at triangular spacing _ DLC Drooping Leucothoe Leucothoe fontanestana I gal./rant. at 36' oc at triangular spacing IDLY A Day Lilly Hemerocalhs'Anzac I gal./cant. at 24' oc at triangular spacing �5. DLY B Day Lilly Hemerocallls'Stella de One I galJoint. at 24' ce at triangular spacing z° * HTP Purple Heather Erica carnea'Purple' I gal./cunt. at 36" m at triangular spacing * I" White Heather Erica carnea'White' I gal./cunt. at 36' oc at triangular spacing THR Thrift Armeria martinis 1 gal./cont. at 24' oc at triangular spacing LITH Lithosporum Lithodora diffusa I gal./cunt. at 36' m at triangular spacing KK Kinmcklnnick ArctostYPhYlos uva-ursr I gal./cont. at 36' oc at triangular spacing SITE SPECIFIC NOTES OI PLANTING AREA 1: STREET TREES AND STREET FRONTAGE. Street Limit of Work: Rake smooth all disturbed areas Remove construction debris, rocks, and other debris greater than 2' in diameter. Remove debris from site. For street tree installation, Excavate and remove existing soil for new tree per detail. Packet plant using 50% GroCo from Sawdust Supply, Inc. and 50% on -site soil free from rocks and debris greater than 2' in diameter. Install 7 depth mulch per specs in Street Limit of Work. 0 PLANTING AREA 2 WEST ENTRANCE - ORNAMENTAL PLANTS: Clean subgrade per General Construction Note 03. Provide minimum 6' depth topsoil per specs In all shrub beds and minimum 4' depth topsoil per specs for lawn area. Scarify subgrade by rototilling and add additional topsoil as needed to contour lawn areas and shrub beds, including required berms. Slope to drain. Provide minimum 2' depth fine blend hem -fir mulch to all planting beds. Mulch Per specs. Fill all planting beds and lawn areas to within F of top of all curbs and walks. Slope all planting beds and lawn areas to drain. Fence adjacent to ornamental planting bed to have T wide, 2' depth mulch mow strip at fence base. O PLANTING AREA & DETENTION PONDS Rake smooth all disturbed areas. Remove all construction debris, rocks am other debris greater than 7 m diameter. Remove debris from site. Pocket plant native plant material per detail m Sheet L13, using 50% GroCo from Sawdust Supply, Inc. and 50% o,i-site soil free from rocks and debris greater than 2' In diameter. Install T depth, 18' dlarneter mulch per each plant. Add Osmacote granules per General Construction Notes and crown to drain. Hydroseed In all other areas O4 ENTRY MONUMENT. Per others. Entry Monument requires a separate permit. ODRY CREEK BED. Dry Creek Bed to be 3'-4' wide and 18' deep. Granite outcrops to be 3-4 man rocks buried in to hill with flat tops and square fronts Cobble rock to be 4'-0' washed cobble rack, minimum 10' depth In creek bed. OGRAVEL ACCESS ROAD. Dress quarry spell access road with 5/8' minus crushed compacted rock, 4" depth. Enclose with PT 4x6 header anchored with •4 rebar - 24' length. Secure with rebar an more than f oc on PT 4x6. O7 ASPHALT PATH: 4' wide per others OBENCH: Six foot (6-01 length bench per others. LANDSCAPE CONSTRUCTION NOTES 1. All work performed shall conform with the City of Auburn, landscape and Irrigation requirements, codes and specifications. 2. Locate, protect and avoid disruption of all above and below grade Whittles and site features prior to construction. Contractor is responsible for any resulting damages during construction. Call before you dig at 1 (8001424-555,5. 3. Clean subgrade by removing all undesirable vegetation Including grasses, weeds, blackberries, snitch broom and poplar seedlings including roots. Leave subgrade in landscape areas minimum 9' below paving in shrub beds and 5' below paving in lawn areas. Remove all debris from site. 4. Topsoil from Puget Sound Topsoil (253) 833-0374. Provide minimum 6' depth 60-40 mix from in all ornamental shrub bads. Scarify subgrade by rototilling and add topsoil on surface. Add additional topsoil as needed to contour shrub beds including required berms. Provide minimum 4' depth 60-40 mix from In all lawn beds. Scarify subgrade by rototilling and add topsoil on surface. Add additional topsoil as needed to contour and level lawns. Sod from Country Green Trinity Supreme from Olympia, WA. with alternate bid for Tim Lawn' Rapid Grow Lawn from Briar Group, Inc. 5. Provide minimum 7 depth fine blend hem -fir mulch to all planting beds. Mulch from Sawdust Supply, Kent, Washington. Fill all planting beds and lawn areas to within I' of top of all curbs and walks. Slope all planting beds and lawn areas to drain. 6. Provide one (U year warranty for all plant materials and workmanship. 7. Verify all quantities shown on the plant list and plans, if discrepancies exist between the graphic representation and the numeric totals, the graphic representation shall rule. 8. All plant materials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted. Fertilize ail plantings with'Osmacote" plant granules. Install 2 cups per tree larger than T, 1 cup per tree less than 3', 1/2 cup per 5 gal, 1/4 per 2 and I gal., 1 /8 cup per 6' and 4' pots. Place at base of plant after mulch has been Installed 9. Imure proper drainage of all planting holes prior to installing plant materials. If planting holes do not drain or if heavy clay soils time evident contact landscape architect. 10. Fill all planting beds and lawn areas to within I' of top of all curbs and walks. Berm all planting beds and lawn areas to drain. 11. Asphalt to be removed 2' from behind extruded curb in planting beds after paving is completed and before plant material is installed. 12. No substitution of species or size without written approval of Landscape Architect and City of Auburn. NOTE: SEE SHEET L 1.3 FOR ORNAMENTAL AND NATIVE PLANTING DETAILS. SEE SHEET L 1.5 FOR POND PLANTINGS Record Drawing Certification These drawings conform to the Contractor's construction records. ROJECT REF: FAC04-0015 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIREMENTS. Approved By: z -�4 IeI4,w`P4 Date Approved:F���% Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Valley,Washington 98038 phone: (425) 432-9877 fax: (425) 432-9878 e-mail : lbethune0a mindspring.com V� STATE OF WASHMOTON REGIITERED LANUSOAWrRCHITJECT CERTIFICATE NO. 462 REVISIONS /I\ Per Cily of Auburn Comments, L Wau Wnmah-A/9e/m1 LBA, UL-9/7104 er ny o OgiFu urn m oments. Walr W LBA, L1L -01/26/05 PINNACLE ESTATES PINACLE, INC. 16353 129TH AVENUE SE RENTON, WA 98058 LANDSCAPE PLANTING PLAN JOB NO. #24145 SCALE: 1•-30-0• SHEET DATE: 08/06/04 DRA WN: lJL CHK: LRB L 1.4 C'OPYRIGI IT 2004 • i 2 3 El A I B I C I D A PORTION OF THE NORTHWEST I / / NY II it t pL _ t I i t I I 11 I � 411 I M \ I I Itt I i Fij I I ul- II I ' H lognimmm 1 MI --- ` 5 N fit I UI I I I 1jl \ N I F 6 t I 11�---- I;I�I / i Jill Lv] 0 10 m E F I G I H PINNACLE ES TA TES 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 5, T20N, R5E, W.M. r,\\Yyr\�\ 6JTn q- - h II� `, I �L��'�•� �� 1 �� i .1 1 I 1� ww� i v DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE KOII nM CWN D HEREIN 6 PROPRIETARY TO DOM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISOHCTHONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL 15 NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, W PLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DOH RI WRITNG. � _ J A i i � � �✓ ... _� MB'S7'OI'W Tra9s LAKE TAFFS PAW ------------- win UNDERGROUND UTILITIES SHOWN ON THESE PUNS WERE BASED ON VISIBLE SURFACE EVIDENCE, AND/OR AVAILABLE AS-BUILTS AND/OR UNDERGROUND UTILITY PANT MARKINGS. NOT ALL UNDEMBOUM UTILITIES MAY BE SHOWN. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO POTHOLE, LOCATE AND VERIFY ANY AND ALL EXISTING UTILITIES THAT PERTAIN TO THIS PROJECT PRIOR TO ANY CONSTRUCTION. CONTRACTOR MUST STOP WORK AND CONTACT THE ENGINEER OF THESE PLANS IF THERE ARE ANY DIFFERENCES IN THE LOCATIONS AND/OR ELEVATIONS OF ANY EXISTING UTILITIES SHOWN 1 ON THESE PLANS PRIOR TO ANY CONSTRUCTION. CONTACT 1-800-424-5555 BEFORE YOU DIG. CALL TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 UTILITIES UNDERGROUND LOCATION CENTER B I C GRAPHIC SCALE 0 50 100 200 1 inch = fOO INN m Fit �V' it11`i 1\ 1 1 1 — 1 V I � - 1 11 , eeaaB t10BaD DSTM!'tfBB�-�1�'- 1 _yH c- M94U71rOAMED CHANGES AAV USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR NOR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. IN THE EVENT THAT INCONSISTENCIES AND/OR ERRORS ARISE ARISE IN THESE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL STOP WORK IMMEDIATELY. THE CONTRACTOR SHALL NOT PROCEED FURTHER UNTIL RECEIVING WRITTEN VERIFICATION AND APPROVAL TO MAKE CHANGES TO THE PUNS FROM DBM CONSULTING ENGINEERS. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS INCLUDES U S SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SMALL BE MADE APPLY CONTINUOUSLY AND NOT RE LIMITED TO NORMAL WORKINGKING HOURS. THE CONSTRUCTION RUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK THIS PROJECT, EXCEPTING LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. D I E F Legend (Note'. All tteme ,my not oppeor on drawing) Existing Catch Basin (type 1) G Exla ng Yard Dian IN 'EzleBrp Catch Basin (type II) 0 Power Pole t Power Pole v/guy 'v Light Pole Boundary Line —..— Existing SanNary Seven Line --- Existing Storm Drain Line --SD-- Existing Waterline W--- Existing Gas Line --Cr-- Existing Power Lins -P -- Existing Telephone Line --- T--- fxleNng Contour --90-- Stream or Ditch Flowline ->r---� F nce Filter Fabric Fenn (SIN Fencs) Existing Asphalt rya f/////�1 Concrete Gravel •:F i;'1 Clearing LImits STABLE OF CONTENTS SHEET 1 COVER SHEET SHEET 2-3 GRADE AND FILL/TESC PLAN SHEET 4-5 GRADING CROSS SECTIONS SHEET 6 WEST POND CROSS SECTIONS SHEET 7 WEST POND INLET/OUTLET PROFILES SHEET B-9 .EAST POND CROSS SECTIONS SHEET 10 EAST POND OUTLET PROFILE \SHEET 11-12 NOTES AND DETAILS J J I K VICHTY MAP / LEGAL DESCRPTION THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 5, TOWNSHIP 20 NORTH, RANGE 5 EAST OF THE W.M., IN PIERCE COUNTY, WASHINGTON. EXCEPT THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT THE SOUTHEAST CORNER OF THE ABOVE SAID SUBDIVISION; THENCE NORTH ALONG THE EAST LINE THEREOF TO THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE WEST ALONG THE NORTH UNE OF SAID SUBDIVISION 470 FEET; THENCE SOUTHEASTERLY IN A STRAIGHT LINE TO THE POINT OF BEGINNING. ALSO EXCEPT THAT PORTION CONVEYED TO PIERCE COUNTY R/ DEED RECORDED UNDER AUDITOR'S FILE NUMBER 9900021036 FOR ADDITIONAL RIGHT OF WAY FOR SUMNER TAPPS HIGHWAY EAST EXTENSION. BASIS OF SEAFWM SOUTH 01D3'35" WEST BETWEEN CITY OF AUBURN CONTROL POINTS 107 Ik 106. HOWCOffAL DATM HAD 83/91 BASED ON CITY OF AUBURN CONTROL POINTS 107 AND 510, SAID CONTROL POINTS LOCATED WITHIN AUBURN WAY NORTH, .SOUTHWEST OF THE P110,ECT AREA VERTICAL DATIAA NAVD-BB BASED ON CITY OF AUBURN BENCHMARKS 29-I, AND 29-J i -GENERAL NOTES 1. THIS DEVELOPEMENT PROJECT SHALL CONFORM TO THE CRY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PUNS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP HI AND MATERIALS SHALL CONFORM TO THE *WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (Al STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (200/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING S OUIRED PRIOR TO THE START OF ALL CONSTRUCTION. SKILL BE RE CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931 -3010 TO SCHEDULE A MEETING. IMA CON 4. LOCATIONS FOR EXISTING UTILITIES ARE APRO% E. HE T 7 TRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY .NOT BE SHOWN ON DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIMLTY TO DETERMME THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILTY LINES. INDENTiFICATKNV, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER' 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAIR ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPIMENT USED FOR TRAFFIC CONTROL AND STREE MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FAOUMES SHALL BE DOME UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN. 2. ESTABLISH CLEARING AND GRADING LIMITS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 4. BEGIN GRADING OPERATIONS. 4. CONSTRUCT PERNEIER DITCHES AND FILTER FABRIC FENCES. 5. CONSTRUCT DETENTION WATERQUALITY PONDS TEMPORARY=PERMANENT / ( ) ALONG WITH OUTLET AND INLET CONTROL STRUCTURES AND CONVEYANCE SYSTEM AS SHOWN (TEMPORARY=PERMANENT) 5. CONSTRUCT DITCHES AND SWALES AS SHOWN TO DIRECT AL SURFACE WATER TO THE DETENTION FACILITIES AS CLEARING AND GRADING PROGRESS. I I EARTHWORK 0.5'-1' TOP SOIL/VEGETATION REMOVAL = ±24,835 CY CUT = ±139 288 CY FILL = ±169,149 CY NET FILL = ±29,861 CY (0.85/1.15 SHRINK/SWELL FACTOR, AND STRUCTURAL FILL MATERIAL NOT DEDUCTED FROM NET FILL SOIL TYPE ' 0.5' - 1' SURFACE FOREST DUFF 1' - 4' SILTY SANDS LOOSE TO MEDIUM DENSE (WEATHERED GIACML TILL) 4' - 12' SILTY SAND W/GRAVEL DENSE TO VERY DENSE (UNWEATHERED TILL) Q, GC- 0 a RECORD DRAWING -CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: GRA04-0016 1�aa2✓X THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. e 0 APPROVED BY: P DATE APPROVED— :4 6�f A Z O t- O Z am zZ 7 O U 0 z Y z Dc 0 M n Q 4 0 U 9 J W Y K pMai O m 3 o N W Z E7 Z m 3 Y EJ m Of Of t] w O OL U Q O 10 W �Q Z '19t w T•_m O cn 0 o NO Pr OSD/ J 1 pi t+ El G 2 N. 10 A B C D E I F I G I H 71 TIL TIL T A Z-1Y T—I T-7!",T A TT-`f- N i I I 1 1 i RI c i I G t < I � I I I 1 f 1 I I I I I 1 I i I � 1 i� I I I 1 1 llf I I I I 1 I I I I I t I I I I I 1 II 1 I I I o )BM CONSULTING ENGINEERS, 2DO4 THIS DOCUMENT AND THE RIFORWTION CONTAINED HEREIN 15 PROPRIETARY TO OW. ALL COPYRMAITS ARE RETARNED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZFD TO COPY NO OTHE11MtSE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPI. MATE, ON DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHIXtIZED BY SAID AGREEMEM OR BY D&A IN MRITRIG. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: 0RA01-0016 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: /� /�+'�✓� DATE APPROVED• //Ot 1 I W 4 F 5 0 ck 0 1- 7 m W `W i 2 oc �ry rY W00 rn I'r) W 0 4WD) Q�N �F-Q010 (),3N N N ) W)Zto Lz Z vN 1D W OC 10 O w o Nt Li Nm O N O) O 0 0 C 11 E F J K A I B C D E I F I G H PINNACLE ES TA TES A PORTION OF THE NORTHWEST 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 5, T20N, R5E, W.M. I I I I \ \ I 11 \\ I SEDIMENT Dw axn 27' X 50' 4 ART �aM'4,le.o gam' V.5' DEEP 12" PVC ELEV.- 624.82 , - — — — — — — — — — — 1'1 1 YII i1I I III 61 L`J L-Ij E 10 11 3 TEMPORARY I SWALE (TYP) 1 SLOPE- 1.4% g I � �yI�■■�EE L 1 +l �' 658 / P EX B4VEJR i1 12'PVC -_- - - - -i I ELEV.= 624.82 o , TEMPORARY INTERCEPTOR y\ i I I 6U� SWALE (TYP) + SLOPE-t1.8R SI 'II I SILT PENCE 1 I it r,I I EX. CD I RIM— 629.48 III IE— 024.33 i12" (NA A BDw alx d / t l I —O+SO.OS Q +0( I CLEARMO LIMITS - 1 (TMP) I'I I 1 �.I F- U 1I I I TEA�PORARY EPTOR I I SWALE SLOPEa3.3x 64 ail Ii n I I ,l 11 i I II I \ f I 642— � 6 IG I I III I y� y . 2+00 DAM(TYP) ri 1 r 6 � QR T 911WLE (Tl'A SLOPE=30.8� L INTERCEPTOR SWALE (TYP) - SLOPE-*4.2% I I , 6 j SLOPE=t3.3% 1 tl , i5 SLOPE=t3.37C / 1 `9, 1 , ■■ ■ ■mis1■mtu■ monsoon ■■■on■ ■ommum■ ■ans■mmussom>ussom ■E% 0 I svA E I v f -.,7s MAT .�� f.� I i SFEET t c DBM CONSULTING ENGINEERS, 2004 TINS DOCUMENT AND ME RIFORIMTION COWMIED HEI01 IS PROPRIETARY TO OBM. ALL COPYRIGHTS ARE RETANNID. GOVERNMENT JURISOICTIONS ARE HEREBY AUTHO D TO COPY AND OTHERWISE USE THS INFORWTION FOR THEIR BENEFIT. RELEASE OF THIS INFURWTION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT 5 NOT TO COPY, DUPLICATE. OR DISCLOSE THE CONTENTS TO MY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR DY DIM NI WRITING, TEMPORARY INTERCEPTOR STALE I SLOPE-t3.8R 1 ` 1 ` w \ \ � 1 \ \I \ 1 ` 1 \ 1 \ 1\ av e \` 1 ` \ \ la \ \ \ 1 \ \ 1 \ 1 a \ 1 O 1 1 \I \ 1 , j 824 \ \ Q 626 a \ m A V V 1 'IV \ \ a 1 \ L ]\ look \O a � 9 \ 1 1 � 1 SEDIMENT TRAP 27' X 50' 3.5' DEEP ` \ I I \ I \ SJC ■EBB m� ■1`1m■■mum 1 K GRAPHIC SCALE 0 25 50 100 I //ICh = 50 feet .. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: 13 PROJECT REF: 0RA04-00111 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED 2 II W u 3 4 5 0 O LL 7 (3 W Go N In W0 iH) I ~300 N N N z� M�N W)W. fO Ck: 9 W 2 m W 0 10 0 Mho W 1n 00 0 B I C I D I E F I G H I J K A 620 1 615 610 605 2 6D0 595 3 590 0+00 El 5 11 7 0 9 10 520 615 610 605 600 595 590 0+00 625 520 515 610 605 600 M. C 0 1+00 2+00 SECTION A- A 1+00 2+00 SECTION B- B EXISTING GROUND 6.0' TOP OF POND �: EL 610.0C PROPOSED GROUND MAX.-W.S.E.-EL W.S.E. EL - 609.00 ----------- �—------------------------------- ---BOTTOM LS EL=604.50 -OM LS EL 604.50 -- FENCE LOCATION /� SEDIMENT STORAGE TIE TO IXISTBiG BOTTOM EL = 600.50 -EL - 597.2 . al- 9111RfY ci arm nn --- L7 1+00 SECTION C- C C 0 2+00 E 620 615 610 605 -- GOO L 595 590 620 615 610 505 1 Soo 1 595 590 E F CB/ 7 L �_ CB/ 1 le-, 825 620 615 610 NOTE: bob 1. SEE SHEET 07 FOR INLET AND OUTLET PROFILES. SEE SHEET #10 FOR OUTLET CONTROL STRUCTURE DETAILS. 2. SEE NOTES AND DETAIL SHEET/ 12 FOR GEOTECHNICAL INFORMATION AND CONSTRUCTION REQUIREMENTS ON POND FILL SLOPE. 900 595 F I G li 0 WEST PROVIDED DETENTIO REQUIRED QUAU6 45,51 Ocf 47,380cf K GRAPHIC SCALE 0 10 20 40 Vertical Scale f inch = 5 feet Horizontal Scale f inch =20 feet 7(cb T�� 6 ■ 6 / Vre / RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY - DATE: PROJECT REF: GRAO4-0016 ijtt/e.1al THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. - APPROVED BY: DATE APPROVED- %��%D� HIJIK V lu 2 v� ��0 3 J t� AZ C7y r� w V QIL �0 Z Q 1 a 3 0 V o �WZ �3Q w J F 4 W 00 N ow W 0 M 5aCDN 0�0 �3N N N �Z� to I.- N in MZ� � W 6 O vl 1pOO 7 a� W N 3 W O z=1 n 1-1 m M z`" N WM W � .o N 8 L� z = 0-0 W O U 9 W K W 0 y ® C O W K = � � U < 10 W OZ 0 N ° 0 o A $ C D E F G H J K 2 3 11 GRAPHIC SCALE 0 10 20 40 5 Vertical Scale 1 inch = 5 feet Horizontal Scale 1 inch = 20 feet on 620 7 610 8 600 9 10 _____ 90 LF 12" PV 53 LF 1 ' PV �� -' 31 LF 12• PVC S=0.25% PVO 5=2.34% 102 LF 18, STA 0+89.94 STA: 1+43.12 ISTA: 1+74.25 STA. 0+00.00 C 3 1 C 2 1 CB 1 TYPE 1 STA: - 02 34 GRATE - 611.09 GRATE = 609.43 GRATE = 609.43 INSTALL TRASH RACK GRATE = 614. 64 IE = 606.61 IE = 506.75 IE (OUT)= 606.83 AT INVERT IE (IN)=606.39 IE (OUT)=605.69 -1+00 0+00 1+00 o DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DOM. AIL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISIXCTWNS ARE HEREBY AUTHORIZED TO COPY' AM) OTIIE1ENe1Y USE T INFORMATION FOR TIER LEIETII.MCLUU OF THIS INFORMATION TO ANY NON —GOVERNMENT PERSONNEL IS NOT AUTHORIZED THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED RY SAID AGREEMENT OR BY DRM IN NRITING. 620 610 600 2+00 610 �*0141 590 2 3 r r z GRAPHZc SCALE 0 0 10 w C 0 40 Y Vertical Scoh 1 inch = 5 feet Fee 2 Horizontal Scale 1 inch = 20 feet III/ m 1 i I I 11 i I I i EXISTING CB 3 ' 0 RIM = 608.57 IE = 603.02 (y F 1 uj I II PROPERTY LINE w 3 6—� 00° � 0°00° � 8.. °°°00 00 o°°0° ° N 00°0, ry SDM/1/ 5 i Sf/VIDPIPE i,N DO O O I - OUTLET PLAN AND PROFILE PROPOSED GROUND _ T 36C —1.00% Ik 0+00.00 `. _. (CONTROL STRUCTURE) RIM = 611.00 STA. -0+25.32 IE = 6D4.50 STA. 0+40A3 PE E 1 TOP = 607.00 W/ LOCKING LID 1E - 603.39 - RIM = 607.00, IE = 604.10 EXISTING GROUND 71 LE 1z• Pvc o Gs6% I D LE 97 PV a O 0.97% I II II II STA: 1+.10. 7 2 GRATE = 6 IE = 803.4103.41 GRATE - IIII IE (N)- 603.22 IE = 603.02 0+00 1+00 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: w00 �u') UW0 � 5 <00 a, C4 i ~3CO N N �Z� M�N LO !O � 6 Ile 0 N 7 w � N w<o 3 610 i m V Zx < N W M � Ls V) a Z 0 8 W 2 n m 600 ] m M In N v/ V) v zI W O 9 590 } K W 3 Y O W m 3 0 O N m m> w U m 3 o m PROJECT REF: GRA04-0016 Y'i e V THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. 0 0 APPROVED BY: DATE APPROVED• W Z—; m Z m 'm W p O 0 In 3 0 x EL 6j 10 W r ZZ 0 ~ N C o O A B C D I E F I G I H I J K 74 3 5 ON 7 N. 0 10 A F G I H \ \ , v \ 1 \ \ 1 I I I " \ MATCH ExlsnNIS \ I GROUND ON ACCEr ROAD 1 I \ 1 1\ 1 I ' I w A A \ C 1 \ O V Av __ __ __ +�___ ___�1 __ ____ -i \ \ \ \V 000� — O 0 0 / 1 Ofl�O� 0 0 O — O RIP RAP OOO 1/' 11� I \ I \ -. - -' 0�0 _—_____- --- ■■ ceps - - - _ - _ _ ■ _ ■ 1 1 ■ _ W/BEEHIVE GRATE \ ----- - - 1.111.111.117.1/>•■17•■■7•■fN■■�■1�■■�11i?1�1 f_=■J�a■��_Im ---__-- --- a -------------------- - A I B C D E I F G H B I C I D E CTV co � I I - / I O � 1 ■ / I I I I■ T-1 ■ --� SAD ^7� --- --- --- --- ----- — — — 638636- ■ D_ 7in .a TEMPORARY PERMANENT ■ ` \ 1 ■ ■ _ ■ SDM„R B ■ (CONTROL STRUCTURE ; SEE DETAIL SWEET /12) ' I TESC STANDPIPE i (SEE DETAIL SHEET �12)EMERGENCY f ; ■ OVERFLOW I J K GRAPHIC SCALE 0 10 20 40 Vertical Scale I inch = 5 feel Horizontal Scale I inch =20 feet EAST .. PROVIDED LiT��fl•. 42,100cf c ON CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORIIITION CONTAINED HEREIN IS PROPRIETARY TO DBM. Al COPYRIGHTS ARE RETAINED. GOVERNMENT JURI CTRNIS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE MS INFORM TION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSO OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DON IN WRITING. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: GRA0A=001■ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING li DIVISION REQUIREMENTS. ' APPROVED BY: ems_ DATE APPROVED/TAT I 2 c� F W � L i Q 00 W J 4 5 M 7 Ll 0 W � N N w o-M Q0'N I �F3CD 4 N N Z N InON �Wv d' ri 50 W W O 2 Z m Y m C W O a 0 L) < 6 10 w z "Itt N O O N F G I H \ \ , v \ 1 \ \ 1 I I I " \ MATCH ExlsnNIS \ I GROUND ON ACCEr ROAD 1 I \ 1 1\ 1 I ' I w A A \ C 1 \ O V Av __ __ __ +�___ ___�1 __ ____ -i \ \ \ \V 000� — O 0 0 / 1 Ofl�O� 0 0 O — O RIP RAP OOO 1/' 11� I \ I \ -. - -' 0�0 _—_____- --- ■■ ceps - - - _ - _ _ ■ _ ■ 1 1 ■ _ W/BEEHIVE GRATE \ ----- - - 1.111.111.117.1/>•■17•■■7•■fN■■�■1�■■�11i?1�1 f_=■J�a■��_Im ---__-- --- a -------------------- - A I B C D E I F G H B I C I D E CTV co � I I - / I O � 1 ■ / I I I I■ T-1 ■ --� SAD ^7� --- --- --- --- ----- — — — 638636- ■ D_ 7in .a TEMPORARY PERMANENT ■ ` \ 1 ■ ■ _ ■ SDM„R B ■ (CONTROL STRUCTURE ; SEE DETAIL SWEET /12) ' I TESC STANDPIPE i (SEE DETAIL SHEET �12)EMERGENCY f ; ■ OVERFLOW I J K GRAPHIC SCALE 0 10 20 40 Vertical Scale I inch = 5 feel Horizontal Scale I inch =20 feet EAST .. PROVIDED LiT��fl•. 42,100cf c ON CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORIIITION CONTAINED HEREIN IS PROPRIETARY TO DBM. Al COPYRIGHTS ARE RETAINED. GOVERNMENT JURI CTRNIS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE MS INFORM TION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSO OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DON IN WRITING. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: GRA0A=001■ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING li DIVISION REQUIREMENTS. ' APPROVED BY: ems_ DATE APPROVED/TAT I 2 c� F W � L i Q 00 W J 4 5 M 7 Ll 0 W � N N w o-M Q0'N I �F3CD 4 N N Z N InON �Wv d' ri 50 W W O 2 Z m Y m C W O a 0 L) < 6 10 w z "Itt N O O N A 650 645 640 2 635 630 3 625 620 4 615 610 5 605 A 7 N. 10 BOUNDARY rTO UNE XiSTNG810.001, 0+00 A 0+00 r -TOP OF POND TOP OF BERM , Q EL - 610.00 EL - 610.00 II" --------- MAX. W.S.F_EL - 6D9.D0 _-- BOTTOM US EL-605.50 BOTTOM LEL - 600.50 SEDIMENT STORAGE o� C 1+00 SECTION B-B (EAST POND) C PROPOSED GROUND 2+00 E 650 645 645 640 640 635 635 630 630 625 625 620 620 615 615 610 610 605 605 0+00 F G Im BOUNDARY UK TOP OF POND TOP OF BERM ACCESS EL - 610.00 EL - 610.00 �'� ____ MAX. W.S.E. EL - BOB.DO ------------------------- — - '1 TIE TO EXISTING EL - 007.70 i SILT FENCE LOCATpN BOTTOM LS EL - 605.50 BOTTOM EL - 502.50 1+00 2+UU SECTION C-C (EAST POND) 635 GRAPHIC SCALL 0 10 20 40 630 Vertical Scale t inch = 5 feel Horizontal Scale t inch =20 feet 625 620 615 610 605 600 595 1+00 2+00 3+00 4+00 SECTION A- A (EAST POND) B I C I D E I F I G I H I K pv�uy � Ql k c�o 645 640 Lu 2 u) ; 635 0 U 630 Y �l 2 ce v m Q a szs 3 o 620 �+ U J r 615 4 1- 610 woo N to W w 605 5 a�N i N N Z Ln LO MZv � w RECORD DRAWING CERTIFICATION THESE -DRAWINGS CONFORM TOLTHE CONTACTORS CONSTRUCTION RECORDS. - BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: GRA04-0016 ['/'f% THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: -7//S IOT— I 6 0 0 o W m VI 7 w 3 O n Z :i V i xN Z " WM w m N 8 WM � N Z= w 00 O U" 9 " w U`y N `F` 10 0 w ZLLJ o IZ in 00 N 0 2 3 cJ 0 0 SILT - EL=610.0 FENCE 7777\ (TYP.) WATER TIGHT 12" PVC SEAL Ic C 0 A PORTION OF THE NORTHWEST 48" MIN. CMP STANDPIPE, OPEN TOP, CLOSED BOTTOM, ENCASED IN CONCRETE EL=607.0 E I F I G I H PINNA CLE ESTA TES 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 5, T20N, R5E, W.M. ROUND SOLID COVER MARKED "DRAIN" LOCKABLE UNLESS OTHERWISE APPROVED BY THE ENGINEER 0 0 /0()�o o 0 0 0 0 Opp0pp000 O p 1 1 /2" WASHED 000 0 0 0 0 0 00000 -?-7 ROCK GRAVEL \ �O0000�C 5. 0 O00 OppO CONE 000 0 0 0 0 0p00Opp00 O 0 0 0 0 000 p000 000 ()O- 6" MIN. IE = 603.5 0 0 Opp 0 00 0 0 0 0 p STORAGDEAD � p o OOOp�OOppOOOppOO�OO 00 _0pp00000p000p0 000 00 8"xB"x8" PVC TEE WITH /,//,/,//,//,//,//://,//.//,/i,//,//,//. EL 600 5 RUBBER GASKET JOINTS JI 18" MIN. 1 "0 TYPICAL, 40 HOLES 6" CONC. BASE MINIMUM AT 10" O.C., LIMITS OF THE GRAVEL COMPACTED CONE PERFORATIONS GRAVEL BASE SHALL BE LOCATED NOTES: WITHIN. 1) PROVIDE A RIP RAP LINED SPILLWAY, 6" MINIMUM ABOVE STANDPIPE, OPEN TOP. 2) A MULTIPLE PHASE POND SEPARATED BY PERVIOUS GRAVEL WINDOW MAY BE REQUIRED TO CONTROL AND TRAP SEDIMENT, AND TO REDUCE DISCHARGE ENERGY. 3) POND CHARACTERISTICS SUCH AS DESIGN VOLUME, INFLOW, OUTFLOW, AND MAXIMUM HEAD SHALL BE SHOWN ON PLANS. 4)THEOUTLETPIPESHALL BE A MINIMUM OF 8"0. 5) INDICATE SEASONAL HIGH GROUND WATER ELEVATION. WEST POND STANDPIPE SCALE 1"= 2' EROSION CONTROL SEEDING NOTES 7 PLIWOSE TO REDUCE EROSION AND SEDIMENTATION BY STABILIZING EXPOSED SOILS THAT WILL NOT BE BROUGHT TO FINAL GRADING OR PERMANENT COVER TREATMENT OR VEGETATION WITHIN 30 DAYS OF THE EXPOSURE. CONDITIONS WHERE PRACTICEAPPLIES - PERMANENT STRUCTURES ARE TO BE INSTALLED OR EXTENSIVE GRADING OF THE AREA WILL OCCUR PRIOR TO THE ESTABLISHMENT OF PERMANENT VEGETATION. _ - EXPOSED SOIL SURFACES WHICH ARE NOT TO BE FINAL GRADE WITHIN 30 DAYS. - AREAS WHICH WILL NOT BE SUBJECTED TO HEAVY WEAR BY CONSTRUCTION TRAFFIC. - AREAS SLOPING UP TO 10 S FOR IDO FT. OR LESS. - TWAE OF PLANTING- DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 8 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PUNTING.) - SITE PREPARATION- BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKE/SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. - 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. - FERTILIZATION- AS PER SUPPLIER'S RECOMMENDATIONS, DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHORUS FERTILIZER. - SEEDING- APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT 9 NAME BY WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBA) 10% 92 90 ANNUAL RYE (LOLUM MULTIFORUM) 40% 98 90 CHEWINGS FESCUE 40% 97 80 (FESTUCA RUBRA COMMUTATA) — (JAMESTOWH BANNER SHADOW DR KOKET) WHITE DUTCH CLOVER 10% 96 90 (TRIFODUM REPENS) FOR OTHER SEED MIXES, USE LOCAL SUPPLIER RECOMMENDATIONS WITH APPROVAL FROM THE CITY OF AUBURN. - "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH -FERTILIZER MIXTURES MAY A ALSO BE USED. 0 - MAINTENANCE- SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. - RE -SEEDING- AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT EROSION SHALL BE RE -SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. A I B C J 18"o _ OUTLET PIPE SUPPORT, 3"-x 0.090 GAUGE -L STEEL STRAPES BOLTED OR EMBEDDED 2" IN WALL AT 3' MAXIMUN, (TYP) ADJUSTMENT BRICKS (4" MIN., 16" MAX.) \ 24"0 BAFFLE FOR \ OIL / WATER SEPERATION 7,9 BOLT & SEAL BAFFLE -� - R TO RISER (AS REQUIRED) - \ NOTCH WEIR WIDTH= 1.1' SCALE 1 2' c 2' MIN. o A' o - 0.5' MIN. i I o I G 4. - SEE NOTE � o w 18"0 I 18"0 OUTLET B o ■ A INLET 0 24" MIN. I 24" MIN•TEE .. TYPE 2, 60"0 �- CATCH BASIN RESTRICTOR PLATE B"AlM WITH 1.75" ORIFICE SCALE 1 "= 2' EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDMENT-LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROYED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. J. THE DETENTION SEDIMENT TRAP PONDS SHALL REMAIN IN PUCE UNTIL THE PERMANENT STORM SYSTEM IS IN PUCE 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. S. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST. BE STABILIZED ACCORDING TO THE FOLLOWING. SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMARN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,ODO SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. EROSION CONTROL DETAIL REFERENCE 1. SEE CITY OF AUBURN STANDARD DETAIL "GENERAL-02" FOR TEMPORARY CONSTRUCTION SITE SIGN BOARD (4'x4') INFORMATION. 2. SEE CITY OF AUBURN STANDARD DETAIL "EROSION-01 FOR CONSTRUCTION ENTRANCE INFORMATION. 3. SEE CITY OF AUBURN STANDARD DETAIL "EROSION-02" FOR SILT CONTROL FENCE INFORMATION. 4. SEE CITY OF AUBURN STANDARD DETAIL "EROSION-04" FOR CATCH BASIN PROTECTION INFORMATION. 5. SEE CITY OF AUBURN STANDARD DETAIL "EROSION-05" FOR CHECK DAIS AND SWALE INFORMATION. 6. SEE CITY OF AUBURN STANDARD DETAIL "EROSION-07" FOR STRAW AND HAY BAIL BARRIERS INFORMATION. 7. SEE CITY OF AUBURN STANDARD DETAIL "STORM-04- FOR GRADING/EROSION DISCHARGE CONTROL STRUCTURE INFORMATION, SEASONAL HIGH GROUND WATER TABLE = 44.50. L�] E F SCALAR 24"0 BAFFLE FOR — OIL / WATER SEPERATION r NOTCH WEIR CUT IN RISER 12"0 Q-RELEASE -1 .75" ORIFICE -/ DARU SCALE 1 2' J K 84.03" 1) PIPE SIZES AND SLOPES PER PLAN 2) ALL METAL PARTS SHALL BE GALVALUM, STAINLESS STEEL, OR PVC. 1 3) FRAME (LID OPENING) & LADDER STEPS A SHALLBEROTATED. SUCH' THAT RISER IS VISIBLE FROM TOP, LADDER / STEPS FUCTION IS CLEAR FROM RISER, FRAME IS CLEAR OF CURB. 4)IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE, IT SHALL HAVE SMOOTH OUTSIDE DIAMETER EQUAL TO CONCRETE PIPE INSIDE DIAMETER OR 1/4" LESS TYPICAL. 5) SHOW ALLOWABLE DISCHARGE "Q" FOR EACH DESIGN STORM DESIGNATION. 2 YR. = 0.24 CFS 10 YR. = 1.21 - CFS 25 YR. = 1.69 CFS 100 YR. = 2.35 CFS dEVA710p6 A = 604.50 B = 604.50 C = 611.00 D = 609.00 E =- 602.50 F = 600.50 G = 607.60 WEST POND CONTROL STRUCTURE SCALE 1"= 2' c DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMWTKIN CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURUOIL1gNS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE. OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY OEM IN WRITING, H J RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: GRA04-0019 7/14OL-4 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AtHMN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: /�/� DATE APPROVED• - il�fl� K L J r 4 r 7 0 0 r z a 3 z 0 0 0 z Y z z m a W O U W GO to O Ln t0 Q0)N H 3 Rb N ICI N U�Z n O 04 MZ� 10W J W CO CO o z in m -� m z 3 a rc W m y 0� Y 0 U 0 o m m w� p 0 Q w 0 0 4i 0 0 N \ O 10 L J � f 0 OZ N '. G 0]O O O Iw. A SILT - EL=610.0 FENCE (TYP ) 3 WATER TIGHT 12" PVC SEAL B I C I D E I F I G I H PINNACLE ES TA TES A PORTION OF THE NORTHWEST 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 5, T20N, R5E, W.M. 48" MIN. CMP STANDPIPE, OPEN TOP, CLOSED BOTTOM, ENCASED IN CONCRETE T EL=607.0 0 0 0 `Y' 0 0 0 0 0 ° OpOp 0O p ° O p° 0 O° ° O 1 1/2" WASHED Opp° ° 0 0 0 3.5' 000 ° O 000000 p 2 ROCK GRAVEL ° O CONE 00 0 0 0 0 000000 p °Op 0 0 0 0 0 °po°OO°a °o0000 IE=603.5 °O°p °O°O00°O O °0000 °O°O00°O0 ° p OO° p O o °pOo OOo oo Oo °oo ° °Oo°O0 000 000°°po °0 4,11 8"x8"x8" PVC TEE WITH /,�/. ;✓,/.�/.�/,%/,//,//,/\ RUBBER GASKET JOINTS 18, MIN. 1 "0 TYPICAL, 40 HOLES 6" CONIC. BASE MINIMUM AT 10" O.C., LIMITS OF THE GRAVEL COMPACTED CONE PERFORATIONS GRAVEL BASE SHALL BE LOCATED 5 N T S: WITHIN. -1) PROVIDE A RIP RAP LINED SPILLWAY, 6" MINIMUM ABOVE STANDPIPE, OPEN TOP. 2) A MULTIPLE PHASE POND SEPARATED BY PERVIOUS GRAVEL WINDOW MAY BE REQUIRED TO CONTROL AND TRAP SEDIMENT, AND TO REDUCE DISCHARGE ENERGY. 3) POND CHARACTERISTICS SUCH AS DESIGN VOLUME, INFLOW, OUTFLOW, AND MAXIMUM HEAD SHALL BE SHOWN ON PLANS. 6 4) THE OUTLET PIPE SHALL BE A MINIMUM OF 8"0. 5) INDICATE SEASONAL HIGH GROUND WATER ELEVATION. EAST POND STAPDPPE SCALE 1"= 2' POND A FILL SLOPE GEOTECMICAL INFORMATION (BASED UPON A LETTER PROVIDED BY THE RILEY GROUP, INC., DATED JULY 15, 2004) 1. THE WEST POND IS LOCATED IN THE SOUTHWEST CORNER OF THE SITE (REFERENCE 1). THE PROPOSED POND REQUIRES AN EXCAVATION TO A MAXIMUM DEPTH OF 12 FEET IN THE HILLSIDE AND FILL UP 12 FEET IN THE DOWNSLOPE SIDE. THE PLAN SHOWS THAT THE INTERIOR SLOPE IS EXTENDED TO 3:1 (HORIZTONAL:VERTICAL) AND THE EXTERIOR FILL SLOPE IS GRADED TO 2:1 (HORIZONTAL:VERTICAL). THE MAXIMUM WATER TABLE IN THE POND WILL BE 8.5 FEET ABOVE THE BOTTOM OF THE POND. BASED ON THE NATIVE SOIL CONDITION ENCOUNTERED, THE DESIGN IS ACCEPTABLE AND IT IS CONSISTENT WITH THE GEOTECHNICAL RECOMMENDATIONS PRESENTED IN THE GEOTECHNICAL REPORT (REFERENCE 2). 2. RILEY RECOMMENDS THAT THE POND BERM BE CONSTRUCTED AS STRUCTURAL FILL AND COMPACTED TO 95% OF THE SOIL'S MAXIMUM DRY DENSITY DETERMINED BY THE ASTM D-1557 (MODIFIED PROCTOR). THE NATIVE SOIL EXCAVATED SHOULD BE SUITABLE FOR BEING USED FOR THE BERM CONSTRUCTION. THE BERM SHOULD BE SUPPORTED ON VERY DENSE NATIVE SOIL AND KEYED INTO NATIVE SOIL TO INCREASE THE SLOPE STABILITY. THIS CONDITION SHOULD BE VERIFIED DURING THE CONSTRUCTION BEFORE THE FILL IS PLACE. 3. A POND LINER SHOULD BE INSTALLED. AFTER THE CONSTRUCTION, BOTH THE INTERIOR AND EXTERIOR SLOPE SHOULD BE TRACK WALKED AND COMPACTED. THE EXTERIOR SLOPE SHOULD BE MULCHED AND HYDROSEEDED BEFORE THE START OF THE WET SEASON. 4. A GEOTECHNICAL ENGINEER SHOULD MONITOR THE POND EXCAVATION, INSPECT THE BERM SUBGRADE, AND VERIFY THE STRUCTURAL FILL COMPACTION AND OTHER RELATED ACTIVITIES. - 9 5. JF THE ACTUAL SOIL CONDITION IS DIFFERENT FROM THAT ENCOUNTERED DURING THE ORIGINAL GEOTECHNICAL STUDY, A GEOTECHNICAL ENGINEER SHOULD BE CALLED TO EVALUATE THE CONDITION AND MAKE PROPER RECOMMENDATIONS AS NEEDED. 10 I ROUND SOLID COVER MARKED "DRAIN" LOCKABLE UNLESS OTHERWISE APPROVED BY THE ENGINEER 6" MIN. DEAD 18"0 STORAGE - OUTLET • PIPE SUPPORT, 3" x 0.090 GAUGE -J STEEL STRAPES BOLTED OR EMBEDDED 2" IN WALL AT 3' MAXIMUN, (TYR) ADJUSTMENT BRICKS (4" MIN., 16" MAX.) SEE NOTE #5 FILM SCALE 1"= 2' C o 0 I I I � 0 0 w 18"0 OUTLET B A � o 24"0 BAFFLE FOR — OIL / WATER SEPERATION BOLT & SEAL BAFFLE - '� TO RISER (AS REQUIRED) F� \ NOTCH WEIR WIDTH= 1.1' 2' MN. 0.5' MIN. • 18 1. 0 INLET 24" MIN. 0 E T 24" MN 0 F TYPE 2, 60"0 a� - • CATCH BASIN RESTRICTOR PIATE WITH 2.3125" ORIFICE SCALE 1 "= 2' SCALE 1"= 2' 24"0 BAFFLE FOR — OIL / WATER SEPERATIONN it NOTCH WEIR CUT IN RISER 12"0 Q-RELEASE 2.3125" ORIFICE-/ SAFF" SCALE 1"= 2' J I K 01961611 1) PIPE SIZES AND SLOPES PER PLAN 2) ALL METAL PARTS SHALL BE GALVALUM, STAINLESS STEEL, OR PVC. 3) FRAME (LID OPENING) & LADDER STEPS 1 SHALL BE ROTATED SUCH THAT RISER IS A VISIBLE FROM TOP, LADDER / STEPS FUCTION IS CLEAR FROM RISER, FRAME IS CLEAR OF CURB. 4) IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE, IT SHALL HAVE SMOOTH OUTSIDE DIAMETER EQUAL TO CONCRETE PIPE INSIDE DIAMETER OR 1 /4" LESS TYPICAL. 5) SHOW ALLOWABLE DISCHARGE "Q" FOR EACH DESIGN STORM DESIGNATION. 2 YR. = 0.23 CFS 10 YR. = 1.02 ICES 25 YR. = 1.43 ICES 100 YR. = 1.97 ICES R"Ai10Nt A = 605.50 �t B = 605.50 C = 611.00 D = 609.00 E = 603.50 F = 601.50 G = 608.07 EAST_ POND CONTROL STRUCTURE SCALE 1 "= 2' 0 DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREM 6 PROPRIETARY TO DBM. ILL COPYRIGHTS ARE RETNNED. GOVERNMENT JURISDICTgNS ARE HEREBY AUTHORIZED TO COPY AND ODIER� USE THIS INFORMATION FOR THEIR KNEW. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTRY EXCEPT AS EXPRESSLY AUTHORIZED EIY SAID AGREEMENT OR ♦r DBM IN WRITING. I RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: QRAQA=m1R f�aT THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVIS40N REQUIREMENTS. APPROVED BY:--� DATE APPROVED- ) W J 2 F Q J W CIO Q 3 W G F y M4R Z V 5 L w 0 W tr100 ULAJoM 0 �Q00N co UJ 3 N N N '-'zLO M 04 Iry W� t0 � z O r O z_ x N ¢ 3 z O U c� z Y z m m 0 O U A C ❑c E F G J K