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HomeMy WebLinkAbout01D1632o o M l,J PORTION OF THE N.E. at N.W. 1/4 OF SEC. 31 TWN. 21 N., RNG 5 E., VVM 1 °°er KING COUNTY, WASHINGTON EXISTING PUBLIC UTILITY ilp \ EASEMENT A.F.#9303230262 EXISTING LANDSCAPING & SIGNAGE CE 0000. y CONSTRUCTION SEQUEN ESM'T A.F. #9302192199 L �V 1. SCHEDULE PREC©NSTRUCT10N MEETING WITH CITY OF AUBURN. 2. FLAG CLEARING LIMITS. REMOVE TREES WHERE SHOWN. ry.. N13. CONSTRUCT T.E.S.C. SWALES & SEDIMENT TRAPS WHERE SHOWN. ADDITIONAL " \ T.E.S.C, MEASURES MAY BE REQUIRED BY THE CITY INSPECTORS. 4. CLEAR SITE. GRADE TO DIRECT ALL RUNOFF TO SEDIMENT TRAPS DURING 2 s7,a CONSTRUCTION. - 'PV'�""" 5. CONSTRUCT BUILDINGS AND UTILITIES. O 6. REMOVE T.E.S.C. ONLY AFTER SITE HAS BEEN STABILIZED AND THE r 7 5 t. POTENTIAL FOR EROSION HAS PASSED UPON APPROVAL OF CITY INSPECTOR. CH 11 h is vi'. GI 1 A D E i M. ` �t - , UR 2 '1 "S ' w f vt 57PJ-7 F 4 , C •.� ` G.P.E. y..0 1 1 ' w r.� he, 41 EXI ING PUBLIC UTILITY 1 7 on - -h on imm 1 Tr O O> 00 N N Q a a Of F = ►- U 0 0 0 o �.. 0 0 o a o LO c� z �r W w w W W W U d' IY N J i LO Q Q o w EASEME A.F. #9303230262 1� 1 s Ow, �:� •• ;�,,.; N �t� _ _,.R�. 1 - ' � 0- Q � �' v) V) ENGINEER THENCE SOUTH 61'57'21"vWEST A�DISTANCE OF 161.30 FEET TO A j J POINT OF CURVATURE; 0— FIR BAIMA & HOLMBERG, INC. THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1025.00 100 FRONT STREETS. FEET AND A CENTRAL ANGLE OF 16'23'30" AN ARC DISTANCE OF J ISSAQUAH, WA 98027 293.24 FEET TO A POINT OF TANGENCY; VIA �( CEDAR (425) 392-0250 THENCE SOUTH 45'33'51" WEST A DISTANCE OF 269.91 FEET TO A f"_' 4i I.-1-1 (425) 391-3055 FAX POINT OF CURVATURE; THENCE ALONG A CURVE TO THE LEFT Z H Z HAVING A RADIUS OF 665.00 DEVEI_OIR FEET AND A CENTRAL ANGLE OF 03'46'41" AN ARC DISTANCE OF N �") W O H. ,$ 43.85 FEET TO A POINT OF TANGENCY; th ocAOL N COTTONWOOD G&M INVESTMENTS THENCE SOUTH 41'47'10" WEST A DISTANCE OF 119.65 FEET TO THE W •• H ~ 510 RAINIER AVENUE SOUTH �o TRUE POINT OF BEGINNING; = o SEATTLE, WA 98144 EXCEPT THAT PORTION THEREOF, IF ANY, CONVEYED TO THE CITY OF Z D CU MAPLE (206) 323-5393 AUBURN FOR ORAVETZ ROAD 1985 REALIGNMENT BY DEED RECORDED IaJ H (� •r �„_ (206) 323-6980 FAX UNDER RECORDING NUMBER 9408031239. N4 W ALDER VERTICAL DATUM W a A " W (NGVD 29 VERT.) `a Z a W Ge CITY OF AUBURN BENCH MARK #31-K ! W 3 C3 a EXISTING CATCH BASIN PT BRASS SURFACE MONUMENT AT THE RECORD DRAWING CERTIFICATION Z W a. o CENTERLINE OF MILL POND DRIVE, SECOND THESE DRAWINGS CONFORM TO THE CONTRACTOR'S !-1 a U EXISTING STROM DRAIN MANHOLE MONUMENT SOUTHERLY OF ORAVETZ ROAD. CONSTRUCTION RECORDS Ge c a _j SANITARY SEWER MANHOLE ELEV.=150.49 (FEET) y 1J-"1 W� EXISTING 45.87 (METERS) BY: --------------- 0 � z� ® EXISTING STREET LIGHT JUNCTION BOX APPROXIMATE CUT LL 00 CUT 4500 CU. YDS.t J DATE: � � /0 t -------- 1j L)u EXISTING LUMINAIRE FILL 4500 CU. YDS.t Sr _ry �N Z 'i w AVOID currwc TITLE/POSITION: __ Gr ---______- z ,_, W EXISTING F. HYDRANT umilrucsirscosnr 3 _ CONFIRMED BY CITY: --------- DATE: -------- C3 0 EXISTING WATER VALVE 0c w r,:-� I --- -?3 Call before you Djg. 1-800-424-5555 UNDERGROUND SERVICE (USA) PROJECT REF: FAC 98-0050 r11-7GOdDATE 08/20M„_, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION JOB No. �75!!!101 REQUIREMENTS DRAWING NQ,,,,Z.�i_.. APPROVED BY: !�=/_ — SHEET DATE APPROVED: � �_- &V ------- C 1 of 14 r1I/'i*% --~ . C.O. ► �'� ��'' 8" ROOFDRAIN am 1 % MIN. aft 7,02 Ar C.O. `" /. PORTION OF THE N.E. & N.W. 1/4 OF SEC. 31 TWN. 21 N., RNG 5 E., WM KING COUNTY, WASHINGTON 6" ROOF DRAIN, TYP. 4m-_ FOOTIFfG_. DRAIN, TYP. 0 5 to 20 CALF` V_ = 20' EXISTING STORY SEWER CONSTRUCTION NOTES 12" WATER - 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION 0 PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. _ 50.00' VC + N , - 0.73% NOTES PVI STA = 4+25 ao L0 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED "DUMP NO L6 N LID WASTE - DRAINS TO "EITHER" STREAMS, "WETLANDS," OR"GROUNDWATER" AS cv PVI ELEV = 215.74 �jj U i / r 1. UNLESS OTHERWISE SPECIFIED. ALL STORM PIPE (SD) I�i C> > ci APPLICABLE. A.D. -_ 9.50 0 I > m N Ln SHALL BE SDR 35 PVC. ALL ROOFDRAINS SHALL BE SDR35 w PVC. >. _ w m O % �� w II 00 2. UNLESS OTHERWISE SPECIFIED, ALL CATCH BASINS pp i SHALL HAVE VANED GRATES. 00 12 i � Q N + �i + �N 3. EXCEPT FOR THE RECREATIONAL BUILDING, ALL FOOTING &i `n II Q _._: - DRAINS_SHALL BE CONNECTED .TO THE ROOFDRAK-LINES j � � � > p DOWNSTREAM OF THE INDIVIDUAL BUILDINGS. - - - - - - - - PVI STA = 5+25 U 0 w o LOW POINT ELEV = 200.29 N m PVI ELEV = 227.74 �'� 00 w LOW POINT SiA = 0+24.05 50.00' VC PROPOSED GRADE ®C L � II 'EXISTING GROUNID � A.D. = -4.00 O PVI STA , = 0+25 0 -' w-_ - �n PVI ELEV = 199.92 `14 PVI STA = 1 +75 0 - - - - - K = 12.50 w U) Q v) w • cs 0 N \ o 0 N \ rn 0 N \ 00 0 ^ c° 0 T cN rn rn N W Q A � ~ ~ Y U O 0 S O ci 2 O p = O p p _ O z 0 Z a 3 3 w 3 w w it H w 5 > w w0 W w w W V A d' Z J U J U U !- U X W Of ir a a w a a m w D Q_ Q N N N U) 0 U O p Ui 0 O w cif w 0 (� >- w o w O w � m w a afm O z i W I 0 z y bas a f7 d _r 1 a iO O a � w ~ W m IE O0 } A pq = g a � z 3 a 016 w � A W z Ez A H zL3 W QM � H w A d A.U. _ 11.8S >sVI ELEV = 2-09.49 + __. + N w A.D. _ -3.88 `�'------------------- - i ' 50.00' VC J L Q 0. o / cii 2.50% � (n N 25.00' VC o + - - o I — — m > -m o Q N o _ - _ - - to — 0 0+ + - 1 SD ®rL CB 7, TYPE o _ __ > 1 _ ` STA. 4±51.30 RIM= , o > - - INV=244.25 (NW) Q _ W d�nirr J N Uw& Im comy N CB 6 TYPE i CB 3 TYPE I STA. 0+12 RIM=200.65 TUM ELEV 180.00 1414 qC,- S R 4N_RA!N7 IR1.6c I NV% LnN 00N ON N ON N INV : aI- ••rrll ��((o, 015 CNJ 0+00 p l'p __. STA. 3+ 0 _._: - TYPE I RIM-1212.61 Z!3 . Ss Call NOTE: 5WO STA. 1+59.19, 1.241T ROAD "Cop INV=296 e_ . (F.W&S) before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. RIM=$A&J29 20.p p f S "t HORIZ. SCALE: 1" = 20' 20 `•q7 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE INV=2D3�59 (SW & " D 1 9• EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR VERT. SCALE: 1 = 5' Zo Y. (0L SE) TO COMMENCING CONSTRUCTION. NO REP.R�SElYTATLQN 15,-MApE_IHALALIa_tXI -TKG. UnLITlU ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOIR UTILITIES 1-800-424-5555 NOT SHOWN NOTHOWN IN EIR PROPER LOCATION. H5 LORBEFOREUTILITIES 00 555. UNDERGROUND SERVICE (USA) �OD CO OOM O co N N ON O � cVN ,nN NN M� N NN N N 1 +00 2+00 3+00 4+00 5-�+00 00 H Q CN3 CL 0 Z Q z_ J CO Z N 0— rn a `n L V) w W Ln cu VI N 0 � L7 Q Q V ~XN _ ¢r Z Lj Q �ry X W * w A H :3 0 W A > ZQ Q RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S a 01!W 3 a CL o 0 CONSTRUCTION RECORDS Z Z" LL IL Ham J J-i I.-" -,- BY: / �r✓1_1�Zt %�j� i IV4 Ic Ic J z z A _ ----------- In 0~ H Q DATE: L�� z a/ ---1 ------- TITLE/POSITION: _ Pf*4 N_ WrNq.---------- W F- C3 LO CONFIRMED BY CITY: --_ DATE: z 3 m w _ O n_ 0 (.0 2�16/0}' PROJECT REF: FAC 98-0050 DATE 08/20/98 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION JOB NO. 75-101 REQUIREMENTS .- - -- APPROVED BY: _. 14"_ DRAWING NO, 75-101 I SHEET DATE APPROVED: _ �_ 2;i�________ C 2 14 of PF " oz► 2oF �-� 13 01 D bO I 0 5 10 20 SCALE 1" = 20' 0 to N V) cV 2 210 DATUM ELEV 205.00 n PORTION OF THE N.E. & N.W. 1/4 OF SEC. 31 TWN. 21 N., RNG 5 E., WM KING COUNTY, WASHINGTON STA: 1 +99.64, 1.24 LT. RIM=�fr.-�-1— ZZS•�O INV=222-W (SE & SW) ROAD_ "_B"__sz.®o HORIZ. SCALE: 1" = 20' VERT. SCALE: 1 " = 5' RIM=£��1Z,1'�.'=J' INV=2 (NE & NW) �N N 00� d 0) to 0� �� �nj �� op� NT N� NN NN NN P7 cV N N N N N N N N N N N 0+00 1 +00 2+00 A f117'IN16 U Detatcum �Ys comy 3+00 Call NOTE: before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- g• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1-800-424-5555 NOT SHOWNLL BEFOREEYOUODIG:HOW1-800-424 5555.R LOCATION. UNDERGROUND SERVICE (USA) RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: ---- 7'o M-_ZzovD io�tq-------------- DATE:----R/t l O l------- TITLE/POSITION:_____E51,k/V_ -FNC ------ CONFIRMED BY CITY: ______ DATE: -------- PROJECT REF: FAC 98-0050 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: dd .--.ljw-�. DATE APPROVED: ___� 0 0 0 0 0 ptUj I r \ \ \ tO A 0 0)00 N. N af of � � U 0 0 0 0 0 o 0 0 z (L w w Z " w S > x 1? w w W 0 (Y C U) w Ir H a _ _ 0 ~ ~ U �- v la- U O - H cr m waf N D a <t m 1n 1n (n 0 © p w b0V, Q (� � N to w g of Q m w 111100101 W J LIL 0 m a_ Z Q Lj t" f Z vi a_ "' W W W W N ix y W�v Qa Z W W .. r y8,9 ZQ Wa a >s pe 0-6 0Ld Z 4c a J �. 'A ac z Ld A V A Y' H z 0 © 0 Ld Ld W C3 1 W 0 DATE 00/201 0 JOB NO. 75-101 DRAWING N0. 1 1 SHEET C 3 or 14 ff d 0?_1 3 0 p Z.3 013Dot, 1310 alLD t�32 PF " ©ZI Z�of- L3 Q 1:3401Z 13 0 Bhp! 2 0 PORTION OF THE N.E. & N.W. 1/4 OF SEC. 31 TWN. 21 N., RNG 5 E., WM KING COUNTY, WASHINGTON REMOVE EXISTING CURB/GUTTER AND SIDEWALK. o s 10 20- REPLACE W/40' DRIVEWAY CURBCUT W/ 1 % SLOPE SCALE 1 = 20' IwI� -SEE DETAIL ,o , 200 DATUM ELE'Y 190.00 Call INV SE -E-*STMWB U-RU t-OC-AT}OOS SHOWN HE-RE*Af APPROXHMi4lf,--ONLY: IT !SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE 9, TYPE I z _; ' Q 'Dj EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO STA. 3+76.Q8, 11.22 RT. _ ' ��°,� ;� (ADJUST TO' REPRESENTATION IS MADE THAT ALL EXIS G UTILITIES ARE SHOWN RIM=t1+ Z1Y.3S MATCH NEW GRADE) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES INV=214-69--(S & W) NEW RIM;--218.83 1�00�424• NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. ,�I NEW INV=214.32___,_.._ UNDERGROUND SE VICE (USAS _CALL_BEFORE; YOU, DIG .._1-8004424-5555_m_.... _ ._ _ _2ii_'7 f s 2 l` I , N O LO oj Lo .� n to N tnLo N(V �t NN I- NN N� N� N NN N NCq N N NN N 0+00 1 +00 2+00 3+00 4+00 NOTES 1. UNLESS OTHERWISE SPECIFIED. ALL STORM PIPE (SD) SHALL BE SDR 35 PVC. ALL ROOFDRAINS SHALL BE SDR35 PVC. 2. UNLESS OTHERWISE SPECIFIED, ALL CATCH BASINS SHALL HAVE VANED GRATES. 3. EXCEPT FOR THE RECREATIONAL BUILDING, ALL FOOTING DRAINS SHALL BE CONNECTED TO THE ROOFDRAIN LINES DOWNSTREAM OF THE INDIVIDUAL BUILDINGS. op O 0 0 M MLJ N C14C14 r co 1 1 A o rn 00 N � N l�Y ry X W F- F- V O � O © COI,: W U z � 3 w W > i U w ILn (if z Q Ir- H U U fL m a a 0 cn cn o ZU W 00 O Q N > w o w 0 w W m w a w m 0r CE L a W o a M 0 ra .� ??IM • V _ V3Ne a W a c� o W o � z A Ne V ~ O � o A } pqx S m Z a o W m A W z o Ez pq tv q W I- 0- QLai I o o Z 0 N w W A a w J a-� LL. O m 0- 1- W Z y Z 0 !^ fN H Q Z P a 0- ~ LAJ d Q NNa ��:t A> A W 0o Z A RECORD DRAWING CERTIFICATION W a a 1:1 A THESE DRAWINGS CONFORM TO THE CONTRACTOR'S > oc 3 0-13 CONSTRUCTION RECORDS z tjQ- BY: --- -7 or'n-(Z5DD 1'N ct ------------- W A x Z DATE: TQ� -- U W- C U TITLE/POSITION: _ V Est et IAJ _UNo_ Li I V CONFIRMED BY CITY: _ DATE: -------- 3 C3/� �_�//�� PROJECT REF: FAC 98-0050 7 THESE PLANS ARE APPROVED FOR CONFORMANCE DATE 08/20/98 WITH THE CITY OF AUBURN'S ENGINEERING DIVISION JOB Pa 75-101 REQUIREMENTS VING NO. 75-101 APPROVED BY:__�2 SHEET DATE APPROVED: _-- �_ �`DO _ C 5 (IF 14 Pr " 0Z1 S of Z3 Q / 3dq/ / 3 lD OtPIS32 210 c� DATUM ELEV 165.00 I 0o 4 00 Q PORTION OF THE N.E. & N.W. 1/4 OF SEC. 31 TWN. 21 N., RNG 5 E., WM KING COUNTY, WASHINGTON I vwl�Tnln ni imi I� i 1ri In OD -- L._ O O _ r __ ---- __ 210 _ 200 00 to N (_0 N � �n a, 0) N NN NN 5+00 6+00 7+00 N3L14f2 1. UNLESS OTHERWISE SPECIFIED. ALL STORM PIPE (SD) SHALL BE SDR 35 PVC. ALL ROOFDRAINS SHALL BE SDR35 PVC. 2. UNLESS OTHERWISE SPECIFIED, ALL CATCH BASINS SHALL HAVE VANED GRATES. 3. EXCEPT FOR THE RECREATIONAL BUILDING, ALL FOOTING DRAINS SHALL BE CONNECTED TO THE ROOFDRAIN LINES DOWNSTREAM OF THE INDIVIDUAL BUILDINGS. AV= CUTiMG U DERWOUM UAJTY ME& IYs cosTLY Call NOTE: before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- g• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1-800-424-5555 NOT SHOWNLLL BEFORE YOUODIG:H0 1-800 THEIROR UTILITIES NT SWN IN 24 P5505. LOCATION. UNDERGROUND SERVICE (USA) \ d \ O \ N \ 0)ao O ` \ 0 I tO 0 N w ~ of N LJ Q A a o o Y _ 2 2 2 O 2 0 CD Z 31 'S W W W W W W W U W Q Q _ _ H C) 0_ Q_ 0 w Cr :2 O_ a_ a_ a N o- Q (!3 V) N O 00 z0 O p O W_ W 0 Li to } w p w 0 w w (r Q [r m w Cr '��•>■E7CSf'7�■�i b • - L m to a O >. W a a o ce a � � A tU U ~ E 0 +o pq a � z 016 W fY A W z 0 Ez A W W z H Q W o H W w 0. A W J t-. a- Z � Q Z a m � w LLI N 'Q Z P N 0- ~ � 0 Q a im HZ� A> A ZQ RECORD DRAWING CERTIFICATION LJ a a E3 THESE DRAWINGS CONFORM TO THE CONTRACTORS W 3 ICL CONSTRUCTION RECORDS �� J� Z BY: ---- ��--�`-�`2fZ1_'U �t « W J Ld z A --------- ce ti ~ d DATE:----���.���� r � Z 6 TITLE/POSITION: _ �FSi� K/ F.iV4 • w L W CONFIRMED BY CITY: _ DATE: _ Z - 3 ac i C3 11 0 PROJECT REF: FAC 98-0050 � 7 THESE PLANS ARE APPROVED FOR CONFORMANCE DATE 01M WITH THE CITY OF AUBURN'S ENGINEERING DIVISION JOB NO.- 73- 101 REQUIREMENTS • DRAWING HM APPROVED BY: DATE APPROVED: �� SNEEt ______ C 6 OF 14 PF '� 0Z1 6 ac Z3 Q 13Oq / 3 10 D/ D ld 32 -D O I" J 0 IN N W z — — N N N N N N N N N NJ ND NDtJi 0) Cy)J al E3, E0 c0 C8 O O N N W ( A _-P� -P U'i Ui Ui O Ui O Ui O U, O U1 O u O Ui O Ln O Un O U'i O (.n O 1 1 TOE ROCKER' o } C/L 'ROAD I , I , o I o �. , ,. 0 Un _ y O y y r co / / w Q - _ F II o � y � CURSOUTH O FACE 0B / cr i j 0 i N { 3 � t t i E Ln (n (J) I I / D D r s r m r,, o i I FACE OF CURB it II / �UTH _FACE KDG FACE OF C RB _4,co N C//L ROAD CCn V TOP! ROCKERY FACE, -OF CURB / / / / i ISLAND CUR FACE ' E ISLAND CURB FACE FACE OF CURB SOUTH FACE BLDG co r 0 L NORTH FACE BLDG O II' z N 0 OD z X Z �Z 0 i z 'A 0 A � (A m =n //z� III w �i O Z� N Z Z G) CA m O O __--- Ul i � k j O I i I O Z r - W 7- —� m D m I I m D70 m n -� D z (n < z I I I m O O< _< om �J I I n z O I Z o m � m _9 I N I nQ me > I I I I I ;uOx I --a- I � Imo- �V TOz o D n I I I I I o70Z I 'I'�'~ Kvi z z < 0CD I j j j z� I cf) O m 00 m to I z m O o I j �m� I jO I• z z A I p o c� m O I I j z z 00 � I I I n p z n m I I I 1 vi OWNERG&M INVESTMENTS PREPARED BY ��UPE 7 MYLAR SUBMITTAL H.D.O. TJR 10/24/00 6 REVISED PER CITY REVIEW H.D.O. TJR 9/22/00 0 ` , D rn 510 RAINIER AVENUE SOUTH Balma & Holmberg Inc. pF WAS 5 ADDED CARPORTS H.D.O. TJR 8/21 /00 Z 0N� SEATTLE. WA 9Q144 C206) 323-5393 ti�GZ'1 a 2 Z OOD o x PRQJECT MILL POND APARTMENTS ENGINEERS & SURVEYORS 4 REVISIONS PER CITY REVIEW H.D.O. TJR 6-7-00 0 0 m O V MILL POND DRIVE AT 47TH STREET S.E. 100 FRONT STREET SOUTH ISSAQUAH. WASHINGTON OW27 (425) 392 - 0250 ` 3 MODIFIED SITE PLAN H.D.O. TJR 2-14-00 11332 CITY TJR SHEET CONTENT DESIGNED BY DRAWN BY CHECKED BY i 46 rsTEn"" ti SIONAL 2 REVISIONS PER REVIEW JEF 4-7-99 CRASS -SECTIONS 1 REVISIONS PER CITY SCREENING HDO TJR 2-18-99 EXPIRES 11/30/00 1 REV. NO. DESCRIPTION BY CHK DATE TJR JEF TJR X U1 0 0 O N O 0 N Ui O w 0 0 w U1 O 0 0 cn O Cn O O Ul 0 to I. 0 0 U O 00 c0 C0 O O N N LA U1 O Ln O U O (p 0 U1 O + II � I FACE{ OF CURB i ' + ACE OF CURB ! 1 )kACE OF CUB CL ROAD 'C' EL 205.24 I ! _ { � ! 1 F CE -PF CURB ! ! �CE OF CURB i I _____._._-- f i G) I j ! j i ! 1 L ROAD 'C' L=212.69 i < M rn i ! '► I ! cn r r- � II ! I l I i 1 + I I I i F.O.C. i I { 1 { = I I ! AST WAI I R C BUILDIN EAST WA L REC BUILDIN _.- _. __ { o, I I i j 1 \ I I i , i i i / _._,___._...._.._..._._......_._._._, ...}.........__._.._._...�.�...._..___..�.._ _.._............�..._.,_...._......._. . 2l .. ...S.TREET--"S I ! ! I u G 80 O z 0 i m z rn A Re Z Z Nip n • C z �0 �Cc ym = n z Z� N J Z z lrri m n --1 o D m m 1 = D m O K 0 1 I m m O m m o 1 j o Z --A W 0 i A p 1 :*n `n 70 n l I n z O -< I I I z a m I I I Ono me y I I I �zx m I I I I 0z I, m z o n I j Z �� Z Z o I j m 0mn cf)0 -! 0 I n�� .I z m I o j m mm x 0 m I j 0 O I I zO I I D D I O n z m OWNER PREPARED BY 7 MYLAR SUBMITTAL H.D.O. TJR 10/24/00 o n G&M INVESTMENTS s�uP 510 RAINIER AVENUE SOUTH pF 6 REVISED PER CITY REVIEW H.D.O. TJR 9/22/00 Z SEATTLE, WA 98144 (206) 323-5393 Balma & Holmberg Inc. �'a 5 ADDED CARPORTS H.D.O. TJR 8/21 /00 = Z 00 PROJECT MILL POND APARTMENTS ENGINEERS & SURVEYORS � 4 REVISIONS PER CITY REVIEW H.D.O. TJR 6-7-00 m -4 N MILL POND DRIVE AT 47TH STREET S.E.3 MODIFIED SITE PLAN H.D.O. TJR 2-14-00 1 U 100 FRONT STRBSf SOUTH L4SAQUAH. 1rASHII'TG'PON 98027 (425) 392 -one 1, 33z -4 I (In is o C SHEET C 4TENT DESIGNED BY DRAWN BY CHECKED BY ` 'ss IONAL 2 REVISIONS PER CITY REVIEW JEF TJR 4-7-99 CROSS-SECTICIS TJR JEF TJR. 1 REVISIONS PER CITY SCREENING HDO TJR 2-18-99 MIRES 11 30/00 REV. NO. DESCRIPTION BY CHK DATE PORTION OF THE N.E. & N.W. 1/4 OF SEC. 31 TWN. 21 N., RNG 5 E., WM KING COUNTY, WASHINGTON 0 0 0 0 0 v, \ h d O) N I N N (V I r, M ( O Cn W N � I N GENERAL CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORMWATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. TRSP-1. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'). 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR 35 PIPE. 21. BEDDING FOR PVC, CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OFAUBURN STANDARD DETAIL NO. GEPT-2. 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NOS. GEPT-1 AND GEPT-2 FOR CONSTRUCTION PROCEDURES. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD DETAIL GEPT-1. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. SIDEWALK (5' MIN.) LANDSCAPE STRIP (0 TO 5' MAX.) I" LIP WITH 5' MIN. 2:1 SLOPE SIDEWALK \ F I SL'1 % SL=1% A. �i...' r B" THICK \ :COMPACTED DRIVEWAY ROADWAY BALLAST 6"x6"x#10 WWF, PLACED 3" FROM BOTTOM AND Z" SECTION X-X FROM ALL LIMITS. MOT TO SCALE SEE NOTE f7. 2" COMPACTED 5/8" MINUS CRUSHED ROCK. SEE NOTE #6. 115t:.L 1) CONCRETE SHALL BE CLASS 3000 WITH 5X AIR ENTRAINMENT WITH 9ROOM FINISH PARALLEL TO CURB UNE. 2) Nit DRIVEWAY OPENING IS TO BE CONSTRUCTED WHERE CURB EXISTS, THE ENTIRE CURB & GUTTER SECTION SHALL BE REMOVED TO THE NEAREST EXPANSION JOINT ON EACH SIDE OF THE OPENING AND REPLACED. 3) *iSPECTION IS REQUIRED BEFORE PLACING CONCRETE. 4) At SITE CONDITIONS DICTATE, AN ALTERNATIVE DESIGN MAY BE SUBMIITTED FOR APPROVAL BY THE ENGINEER. ANY UNAUTHORIZED DEVIA7104 FROM THIS DETAIL SHALL BE CAUSE FOR REJECTION 7HE WOW. MATCH EXISTING CONDITIONS WHEN DIRECTED ® 7HE ENGINEER. 5) AL WORK SHALL COMPLY WITH THE CITY OF AUBURN STANDARD CONSIRUCTION SPECIFICATIONS. NOTES: 1. ROCK MATERIAL SHALL CONFORM TO SPECIFICATIONS. 2. ROCKS WEIGHING LESS THAN 100LBS SHALL NOT BE USED. 3. WALL GREATER THAN 4' IN HEIGHT TO BE DESIGNED BY A LICENSED ENGINEER. FINISH GR? MAX HEIGHT BOTTOM SIZES TOP SIZES 43 MANROCK 2 MANROCK (600 Ibs TO 1000 Ibs) (200 Ibs TO 600 Ibs) 6' 3 TO 4 MANROCK 2 TO 3 MANROCK (1300 LBS TO 2200 Ibs) (200 LBS TO 1300 Ibs) ROCK WALL DETAIL N.T.S. 3/8" EXPANSION JOINT, FULL DEPTH CURB RETURN MATH A 3/8" x 2" DUMMY JOINT SHALL BE PLACED LONGITUDINALLY ALONG 4j-.OR SYMETRICALLY AT 16 FT. MAX. INTERVALS. 'x DRIVEWAY WIDTH 'A' AT BACK OF SIDEWALK SHALL BE PER DETAIL STDW-3. 6) CRUSHED ROCK TO BE PLACED WHERE SUBGRADE IS UNSTABLE AS DIRECTED BY THE ENGINEER. 7) MUSTRIAL/COMMERCIAL DRIVEWAYS SHALL BE 8" THICK MATH WOVEN WARE FABRIC REINFORCEMENT AND THE CURB IS POURED WITH DRIVEWAY AS ONE CONTINUOUS SECTION (MONOLITHIC). 8) DRIVEWAYS SHALL ALSO BE REQUIRED TO HAVE CURB RETURNS. 9) SEE STDW-3 FOR DRIWWAY WIDTHS AND LOCATIONS. 4" - 5/8" COMPACTED DEPTH CRUSHED P_ 11' 12' 2" CLASS 'B' ASPHALT CONCRETE 4"-5/8" COMPACTED DEPTH SPACELS :KNEs4" To CRUSHED SURFACING TOP COURSE 4" - CLASS 'A' PIT RUN ADDITIONAL PIT RUN MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS 'ERF. PIPE M D3034 PVC) �.'R FABRIC SEE PLAN FOR ROCKERY LOCATIONS ROAD A SECTION N.T.S. 12' 0. 5' -6' CEDAR BOARD FENCE -1 x 6 CEDAR BOARDS W/ 4 X 4 POST 8' O.C. -SEE ARCHITECTURAL PLANS a 20' MAX. 1 2 1 2� Mqk 12" TOPSOIL LANDSCAPE BERM DETAIL N.T.S. VARIES VARIES EXTRUDED CONCRETE CURB, TYP. DEWA VARIES VARIES 18' VERTICAL CONCRETE CURB/GUTTER 3' 47TH ST. SE. 2" CLASS 'B' ASPHALT CONCRETE 4" - 5/8" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" - CLASS 'A' PIT RUN ADDITIONAL PIT RUN MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS ROAD B & C SECTION N. T. S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS RY- DATE:------__-- TITLE/POSITION: CONFIRMED BY CITY: DATE: PROJECT REF: FAC 98-0050/'7/61 THESE PLANS ARE APPROVED FOR CONFROMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: __ I3�t�},LQ______ 0 0 .6w 0 0 � 0 p�q 0 z w w w w > > a� w w w of w tvi> J H Q < ~' ~ 0 d � U :2 w Q w uj a- a- Q V) V) Q U ZO 0 z z Q NLLjw V V) o iJ w W 0 w > Q r w m L 0 S 0 to O 1 U1 F- n A a � w o 02 V W c$ cb > x J U.I LL PCI U3 � Z a W � A W z C w ." Ch z A W Z o 0 W A F-- W Z Vf LLJ W pe cu h ZPN LLJD a.* Qa � Q V J W 0 z q Fri L d C CO > w 3 9L zl- ae I- I- s z L�J _J Ld 0 I- o Z cr W W I- O C3 d H DATE 08/20/98 JOB NO. 75-101 DRAWING NO. 75-101 SHEET C 9 OF 14 PF OLI 01 uF Z3 Q 1309, 13�Q D«71632 PORTION OF THE N.E. & N.W. 1/4 OF SEC. 31 TWN. 21 N., RNG 5 E., WM KING COUNTY, WASHINGTON ')KIn-77_K A 1' - L, 0 ma � a on I-_ Z W Qof J J ¢ < O O w . mCUO W U- F 0 LL wou ?i Z W �®FC- of M ct D L QUa U a V 5 ,o mm�Zo 2ND 237 41' , A ts: 1 _ SCALE 1" = 20' ' . 1 ST-228.08 PVC DROP PIPE RELINER PLASTIC .` BSM T-218. a : COMPOSITE MANHOLE SANITARY SEWER CONSTRUCTION NOTES INVERT REPLACEMENTS CAST INTO EXISTING BASE 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY e ° BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET ' (3'). THE LOWER END SHALL HAVE A 2X4 CLEAT •' % �.A NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. CONCRETE BACKFILL RELINER DROP END THE EXPOSED ONE FOOT (1') SHALL BE PAINTED �•. 1 4 TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER •. OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE A•i ' 2 X 4. ;... 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE r.. • 50OO VC O N •� SEWER CONNECTION PERMITS FROM THE CITY OFAUBURN • ;, ... ..f .° r •` _ 00 + PRIOR TO CONSTRUCTION. "` °`' PVI STA ' = 4+25 L0 60" N PVI ELEV = 215.74 N Ui > 3. UNLESS OTHERWISE APPROVED, THE CITY OF m AUBURN SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL SSMH No. 1309-34 DETAIL A.D. = 9.50 U > w BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND " INSIDE DROP SYSTEM" BY RELINER m O u-) / PAVEMENT RESTORATION. N T S O 0 220 210 200 190 d> ------ o LOW POINT ELEV = 200.29 rn N m . o LOW POINT STA = 0+24.05 00 50.00 VC it EXISTING GROUN'pL2.50% PROPOSED GRADE 0 C/L / H r PVI STA = 0+25 o w - - - �n PVI ELEV = 199.92 PVI STA = 1+75 A.D. 11.86 PVI ELEV 209.49 + N A.D. _ -3.88 �' - ----------- Lc) O / O In 0i / / 0. 25.00' VC o + - / c W II U w10, cn ��-J- _ _..._. > U > U m > ----m O W - - - pQ tC) O ------ N 117' N 6" PVC ® 2.0% MIN + / O O + / o_=�/ " STA: 1+75 N N N PROPOSED GRADE OVER PIPE / �� /� w i 233. g PVC 2 �q©�o a,06 � c STA: 1+18 6" PVC SS SERVICE N S. 4g� 6" PVC SS SERVICE 5+00 EXISTING GROUND OVER PIPE ' STA: 0+34 ROAD "C" LT. 6" PVC SS SERVICE SSMH # 11309-36 r 8„ pvc HORIZ. SCALE: 1 = 20 RIM=-215 VERT. SCALE: 1" 5 _ _ y , INV=.2$5-9•� �8") � 5 � AV= CUTRD U DERNOWW - / / - UNLESS OTHERWISE SPECIFIED, SEWER UI,UTY UM& Ill's mmy MAINS AND SIDE - MIN. CLEARANCE, STA: 0+56 SEWERS SHALL BE SDR-35 PVC. (TYP.) 6" PVC SS SERVICE NOTE: before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. PLACE SAND &FOAM 7 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE INSULATION PADDING STA: 1+56.19 8.97 LT. Dj g. EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO BETWEEN PIPES USE ETHA FOAM 220 SSMH # 1309-35 REPRESENTATION IS MADE THAT' ALL EXISTING UTILITIES ARE SHOWN RIM= 7,0 •l�tf HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES INV= ® (E) I aI+I'� 1• ®+ 44_. u_ _ NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. _ STA: 0+32.92 7.5 LT. INV=� (6") `�°I . Iq UNDERGROUND SERVICE (USA) CALL BEFORE YOU DIG: 1-800-424-5555. Oq� SSM" # 1309-34 INV=199.0 (SW) f " PVC 3 05'°�4 60" 0 W/"INSIDE DROP SYSTEM" -SEE DETAIL 102 '" RIM-200.63 INV=W&n: _e (NE) 1115.05 INV= NW l 11 8G >;X 5sm l 0 �33 Iq N 00 N N N 0+00 O)0 CO0 00- C>oM Ot0 N� N� d: ai ^ p r� nj rrj � ui O N ON N N N N C4 N N N N N N 1 +00 2+00 3+00 4+00 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS DATE:---5Za_10j___ TITLE/POSITION: ---- OF&ci/ I�W-Tz __-----__-- CONFIRMED BY CITY: --------- DATE: -------- PROJECT REF: FAC 98-0050 i,2/a? /0 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY:�-s DATE APPROVED: 0 00 NN O 0 CA o CV p\p 0 r cD o N rn I m aD T N W Q A af a © O C7 ci © O 0 Z Z W W W W W 0f of V) Z f}- Q Fes- H < F coU _ � U U U F_ d CL W ,Y Cr m W a ~ uj d 0 d � Q ( U OW O O O O Li w w >_ w o O w m w Q w 2 w Cf O co • V L 0 �o � a C v >.4 W 9 0 A 0 Y U E o} Li � A z 3 0a x W Q W 1z "~ 0 Ez •� W m P4 cr M LLJ z z I o o 0 W A Ld J H 0 a- Z H Z n LAJ W N 0 a. V J �lz f-xo Q^ Z P N a- W W y Q a 3 �W'* W Li W Z � Li C3 W 3 0 ,.., z LL-1 a L L Q P �� M J� zLd in h M Df7 z Q ou 0 0 Ld W O 0 DATE JOB NO. 75-101 DRAWING NO, 75-101 SHEET C 10 of 14 r- UC- 1 1 v Or- L-1 - u 1 506f, ! 010 677 V 16 :S Z ROAD "A" HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 5' 210 200 N 00 Ln N fr —: 0 5 10 20 SCALE 1" = 20' 6. 00 N O N 00) o N 0000 I I o N am n d I 0) c N W Q A o- Y 0 0 0 0 0 0 0 0 o w o o y PU z O ~ c� d z z w Liw (� 3 w W w ui 0 w N A It > z } r Vl �_ U U < 0- CL Q U OLAJOO Q N w N t= Fn c5 W 0 w O W 0 Q G c0 0 st M N W ac o � o a 0 w a O w .. ... � t4 A w v Ld � F- E: ® rn }A W U2 a � z � Q 0 w cy A w �c cc z o Ez W ixQ Ld a. W g W m 0- A AVOID CUTTING UNDERGROUND URUW LINES. ITS COSTLY Cal I NOTE: before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. w IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE J EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- �..� D1 g• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO LA_ REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN Q HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1-800&55 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. ___._. ___e_.�___._..; _ CALL BEFORE YOU DIG: 1-800-424-5555. O_ UNDERGROUND SERVICE (USA) ` A. STA: 1 + 21 6" PVC SS SERVICE O� mLr7 ELM ro �� LQ �L (D 00r- —� �d N� Ln Ln N ,1-� N d-� N N N N r N N � M N N N� N N N N N N CO O N N N N 0+00 iLff I [oil] 2+00 3+00 4+00 Z� W Z Ld J N INS y ' w Z PCU ( W Li d a 3 �Lj W Ld L� Z w °' � � Z a RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S W > Z CL o � CONSTRUCTION RECORDS ., °- BY: ) a J z F..� Ld --- _ _ ---------------Lj DATE: ---- 2 6 1 -------- ad z 4c 0 Ur F- TITLE/POSITION: —_— tJ4tNV�rLe ---- __--________ W F- CONFIRMED BY CITY: --------- DATE: W z C3 _ 0 0. 0 PROJECT REF: FAC 98-0050 12/5&/00�y DATE 08/20/98 DATE THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION JOB N0, 75-101 REQUIREMENTS . APPROVED BY: !'%�_47��tA, DRAWING NO. 75-101 DATE APPROVED: 1 SHEET�Q 5+Oq of 14 p I Qt309/1340 01014�32- 0 0 0 0 0 ' i \ PORTION OF THE N.E. & N.W. 1/4 OF SEC. 31 TWN. 21 N. RNG 5 E. WM N \ 0 0 1 \ N OD j q r ".. KING COUNTY, WASHINGTON o °' °° N T ]L P y. QQpll� _ � O � � I J STA:1+64.10, 5.06' RT. A° 1-12"x12"x6" TEE (MJxMJxFL) g i I 1-12 GATE VALVE M xM� 1 "" (J J> N.G.P.E. 1 STA:1+56.16, 3.92 RT. /� . -6 GATE VALVE i 1-22.5' BEND MJxMJ w. �P 1-HYDRANT ASSEMBLY PER z c I W/ THRUST BLOC G C.O.A. DETAIL N0. WAFH-1 STA: 2+81.81, 6.89' RT... w 01 BLOCKING 1-12' 45' BEND (MJxMJ) +� ..w., y w w W THRUST BLOCKING '` W W co I t w > "V - a - I I Q ZO`e4 ITARY SEWER SEMENT STA:4+70.83, 0.56 RT. o a LU w O -12" 45' BEND (MJxMJ) \ ,... �,.a. ,.,.`.\ ".} , � R EAST I m a- Q 0 "' cn 0 W HRUST BLOCKING \ �� �� . HYDRANT � v 0 " 0 Li 0 0 � 1-2" BLOWOFF ASSEMBLY ` I _._ .,, - Q - o - \ 0 x+t.,: � w o � w PER C.O.A. STD. DETAIL NO. WABO 1 . _ W 4 ` (D U n N E STA: 0+27.88, 5 RT. I 1 h ; ,, ! �� &i -� o� AINAGE EASEMENT n. 1-12 - BEND MJXMJ ,, -_: _ 1 N-GOPSE. , W/ THRUST BLOCKING -� a - _ r� w N� t .. 3 a + h `.-.., 18'N12" DI CL52 D - _ -� », ' v x - CARP a Df CL52 CARPORTSTA:5+31.36, 5'RT 1 12a-45' BEND (MJxFL) _ 1-12" GATE VALVE (MJXFL) i 0 t ` CARPORT_ zx W/ THRUST BLOCKING G . J P - �IM O {� F 5' I O �� s STA: 4+ 05.56, 5' RT. 5 °;' n;----�D s s' • 1-12 X12 X12 TEE MJxMJxFL i -, _ -= 1-12n GATE VALVE FLxMJ w = _', F d'� ti aN as r V 1-12 GATE VALVE MJXMJ CL52 :'' 15' WATER EA t �r,.-�, �; .. F- ( ) .. ( ; , cL}, STA: 4+81.23, 4.11 RT. W/ THRUST BLOCKING ' \ .s �' 87',,, m x w 1 1-12" 45' BEND MJxMJ) - I y SAWCUTI & REPLACE 6 12 D.I. CL52 PIPE WATER MAIN CONSTRUCTION NOTES v y C p'� d.-''� PAVING N KIND 1-12 x12 x6 TEE (MJxMJxFL) _ -6" GATE VALVE (MJxFL) 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF L W LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN /�� W Ij' - 1-HYDRANT ASSEMBLY PER 4) " P /` �` ACCORDANCE WITH ANSI SPECIFICATION A-21.4 OF LATEST REVISION. z 1-2 BLOWOFF ASSEMBLY I ��. f, - 1-12"x12" TAPPING TEE C.O.A. DETAIL NO. WAFH-1 p� PER C.O.A. STD. 1� �C�52 R�' \ �� 1-12" GATE VALVE FLXMJ W/ THRUST BLOCKING 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO INCHES (42"). DETAIL NO. WABO-1 �1, XMJ� a ' / ( ) 1X$$ `M3\N I ,.� ,.; W/ THRUST BLOCKING 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR E C I 1 ND TWELVE -INCH (12") AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE -INCH. (12"). O>- 21'N 12" D.I. CL52 12 2 �NRv ky �,•'' / a .� IRRIGATION POINT OF CONNECTION 4. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE TA: 0+14.07, 5' RT. �_'{�! 10, 5' �� !� EITHER MECHANICAL -BOLTED TYPE, OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO aq 3 z°' AMERICAN NATIONAL STANDARD A-21.11. Q+ a 1-12" 22.5' BEND (M STA:3+84.45, 5' RT. t, JxMJ e , GP .� "`' STA:3+08.60 5.14' RT. W A W/ THRUST BLOCKING / ' / # / 5. PIPEFITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, W 1-8"X8"x6" TEE (MJxMJxFL) i j \ (� �� �,+'' `' 1-12%12"x6" TEE (MJxMJxFL) LINING AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI 1-6" GATE VALVE (MJxFL) � i ��� `' `�k`�' o°� � .� ='" 1-12" GATE VALVE MJXMJ SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION. 7 1-HYDRANT ASSEMBLY PER -'*A • 31 N12 DI CL52 1-6" GATE VALVE (MJxFL) z ( ) 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE C.O.A. DETAIL N0. WAFH-1 ( u' �,•''`' i -�. 1-HYDRANT ASSEMBLY PER PROCEDURE FOR WATER -PRESSURE TESTING WATER MAINS AND THE LATEST PROVISIONS OF Ch W/ THRUST BLOCKING C.O.A. DETAIL NO. WAFH-1 AWWA C 600, EXCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL FURNISH ALL Z EQUIPMENT NECESSARY TO MAKE THE TEST, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS 2" FIRE LINE W/ f W THRUST BLOCKING ai } ' �i STA: 3+30.22, 14.87 LT. / UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING •� W pq DOUBLE CHECK i '� ,• / i » AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS TO -� 1-12 90' BEND (MJxMJ) EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. W W F- r,. VALVE ASSEMBLY, TYP.Al ;f W/ THRUST BLOCKING 7. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO c l.7 THE EXISTING WATER MAINS AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF (L N AWWA C 601. A 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS a 15' WATER EASEMENT / A FIRE SPRINKLER SUPPLY LINE REQUIRES A SEPARATE FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. DETAILED PLAN AND APPROVAL BY THE FIRE MARSHAL, TO 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER BE PERFORMED BY OTHERS. CITY OF AUBURN STANDARD DETAILS NUMBERS WASM 1, 2, 3 AND 5. SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF AUBURN WILL INSTALL THE METERS. s. 10. RESTRAINED JOINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90° BENDS, AND SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING SHALL ALSO BE USED. SEE STANDARD DETAIL WABL-1. 2" DOMESTIC WATER 2'-TM �� -� ''� STA; 5+23.13, 16.5 LT. 11. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM '"• 1-12"X12"X6" TEE MJxMJxFL RELIEF VALVE AT HIGH POINT OF MAIN. SEE STANDARD DETAILS WAAR-1 AND WABO-1. SERVICE PER C.O.A. � ( ; �- �;/ � � �� �,(MJxMJxFL) Q 1-6" GATE VALVE (MJxFL) 12. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL WAFH-1 AND SHALL DETAIL N0. WASM-2, TYP. � � � ��- �'� t `� 1-HYDRANT ASSEMBLY PER I STAND PLUMB. SET TO FINISHED GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 ! h 2 � ,, o io ao ao C.O.A. DETAIL NO. WAFH-1 INCHES (18") FROM FINISHED GRADE AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN 0 fy�. ' W/ THRUST BLOCKING 36 INCHES (36"). THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. SCALE 1" = 40' 13. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL 20'N12" DI CL52--,,,i'��` ,.r ♦ GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'S ~ W STANDARD DETAIL NO. STFG-1. Z y o+ Lj cl 14. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE 10 Q fI INSTALLED PER THE CITY OF AUBURN'S DETAILS. N H e/ 0 M AIR/VAC RELIEF VALVE 15. THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHAL .. I / AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR. = c PER C.O.A. DETAIL Z P Q h N 1-12"X12"X12" TEE (MJxMJxFL) I `Q� / NO. WAAR-1 16. STREET OR PARKING LOT CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW) 15 W y Q a 1-12" GATE VALVE (FLXMJ) ,.`'g FEET (15) EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. W r W W/ THRUST BLOCKING ♦"^" z A > Z 1-2" BLOWOFF ASSEMBLY ,.'' " �" Li a C3 a -� PER C.O.A. STD. tff ° 4 RECORD DRAWING CERTIFICATION 3 0 zQ. c DETAIL N0. WABO-1 1 ° THESE DRAWINGS CONFORM TO THE CONTRACTOR'S a Z CONSTRUCTION RECORDS FZ-1 a Lij J J "' .. A �, I ,w STA: 7+16.34, 5' LT. J Z W 1-12' 45' BEND MJxMJ Z V) W �+ W/ THRUST BLOCKING ) BY: 4_$l►o v�v, Z z <C DATE: ----- 1 LO F- U � 0 TITLE/POSITION: y_LllCt l--------------- Z W AVOID CUTItNG UNDERGROUND O Li UNES. IYS COSILY STA: 0+ 59165' R T`' CONFIRMED BY CITY: DATE- 3 _ ., . � ,- 1-12" 45' BEND (MJxMJ)` SAWCUT & REPLACE o' PAVING IN KIND Call W/ THRUST BLOCKING G 1-12x12 TAPPING TEE before you 1-12"GATE VALVE (FLxMJ) W/ THRUST BLOCKING Dj 9 19'-12" DI CL52 1-800-424-5555 UNDERGROUND SERVICE (USA) ------ ------ o rn PROJECT REF: FAC 98-0050 DATE 08/20/98 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION JOB NO, 75-101 REQUIREMENTS DRAWING N0, 75-101 APPROVED BY: SHEET DATE APPROVED: C 12 OF 14 P F OZ I I z of Z3 013M111d 0I0M32 ROCK CONE RISER TEMPORARY SWALE W/ ROCK CHECK DAMS, (TYP.) ^.,YY, �i 4 o►Sam. 12 (2) 4 Av At -`CH AINLINK ­ ' TEWPbRAR s � ; s' r F� ,f r 'mow . t/•J/ T yx L y _ ~.. , k t �i 1 w r ! _ t., r 1 tt t �r 1 _ u .s + G r' f ,I. I t P r f 'q4 ,a s PORTION OF THE N.E. & N.W. 1/4 OF SEC. 31 TWN. 21 N., RNG 5 E., WM KING COUNTY, lili/ASHINGTON -� QLEARING .UM u__ .2, r -.A. _ L I S .n +� �"` .._�__ t x r- f +. f J » ,yam r r .., r r , r _ _ a y- M .. I� r w ~ v ti. mil' f 0'00 - 45 SLOPES.. .-- __ s _ TEM r r a , d r L y a : a .- F r POR � x n/ _. r r r+ , , a" f h y he " V i f t• ; " x +"a 6w - ar" ' t s , Owl00, v � e i N 1t T u,` w ► ;;V 2 ,y t r_. y f r z sk. -s .MP t / i- /, �,'!`� �•�' zx/1 / TREES TO BE SAVED f r " v ty, f � a TEMPORARY SWALE ^ 0 0 �- ®9 0 o © o a TREES TO 2" — 4" ROCK BE SAVED (TYP.) FLOW o 0 � o � o a ROCK CHECK DAM 12" J N.T.S. AILBOXES- SEE ARCHITECTURAL PLANS `' D OVERFLOW MIN. DEPTH 3 2' SETTING DEPTH 1 �1 SWALE 1. 5' SEDIMENT STORAGE 1' DEPTH MIN. 3/4"-1 1 /2" WASHED GRAVEL NOTE: MAY BE CONSTRUCTED 1' DEPTH BY EXCAVATION OR BY BUILDING 2"-4" ROCK A BERM. TEMPORARY SEDIMENT TRAP N. T. S. 6" �12" 0 10 20 40 ��• SCALE 1 " = 40' _ 20' SANITARY SEWE'I2 £A,SEMENT ..,s 5_ x. 4, w 2D~ RAtNAGE EASEMENT T i� d_ ti n „e JOINTS IN FILTER FABRIC SHALL -BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR E(yf 1,•1rL.T — A —A-1 A MI or T! n— POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED V y "Y PROVIDE FULL WIDTH T OF INGRESS/EGRESS AREA ROCKED CONSTRUCTION ENTRANCE N.T.S. w. 2"X2" BY 14 GA. WIRE OR EQUIVALENT IF STANDARD STRENGTH FABRIC USED MIN. 4"X4" TRENCH RENCH WITH NATIVE K 5" WASHED GRAVEL 2"X4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTE; FILTER FABRIC FENCE SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE DETAIL N.T.S. SILT FENCE GRADING AND 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 SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED S ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO S PT M E E BER 30 AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN 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 HO URS AND EXPOSED AREA F S 0 LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED CONSTRUCTION SEQUENCE 1. SCHEDULE PRECONSTRUCTION MEETING WITH CITY OF AUBURN. 2. FLAG CLEARING LIMITS. RE MOVE TREES WHERE SHOWN. 3. CONSTRUCT T.E.S.C. SWALES & SEDIMENT TRAPS WHERE SHOWN. ADDITIONAL T.E.S.C. MEASURES EASU ES MAY BE REQUIRED BY THE CITY INSPECTORS. 4. CLEAR SITE. GRADE TO DIRECT ALL RUNOFF TO SEDIMENT TRAPS DURING CONSTRUCTION. 5. CONSTRUCT BUILDINGS AND UTILITIES. 6. REMOVE T.E.S.C. ONLY AFTER SITE HAS BEEN STABILIZED AND THE POTENTIAL FOR ERO SION HAS PASSED &UPON APPROVAL OF CITY INSPECTOR. 48" MIN. CMP STANDPIPE OPEN AT TOP, CLOSED AT BOTTOM -ENCASED IN CONCRETE ELEV. 192.0 pON� 1 1/2" WASHED GRAVEL COMPACT BERM jOE SILT FENCE TO 90% MIN. ®3, 2 ELEV. =191.Q WATER TIGHT SEAL 1 V 0 0 2 ELE .=190.5 �� 0 0 C4 01 0 TEMP. 12" SD Q 0.5% MIN. 0 0 °o �' 4 6' MIN. INV=187.0 0o O We DEAD STORAGE 8"X8"X8" PVC TEE ° a p OD O o oa POND 80nOM W/RUBBER GASKET JOINTS 0®ELEV.=186.5 18 MIN. 1" DIA. TYP., 40 HOLES MIN. 0 10" O.C. PERFORATIONS SHALL BE LOCATED WITHIN 8" RUBBER GASKET PLUG / . THE LIMITS OF THE GRAVEL CONE W/ 2" ORIFICE�� /l// GDESC DISCHARGE CONTROL STRUCTURE N.T.S. AVOID CUrnW UNDERGRIXIND umu" LIES R'S C0sny Call before you Djg. 1-800-424-5555 UNDERGROUND SERVICE (USA) NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. 2"X2" BY 14 GA. WIRE OR EQUIVALENT IF STANDARD STRENGTH FABRIC USED MIN. 4"X4" TRENCH RENCH WITH NATIVE K 5" WASHED GRAVEL 2"X4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTE; FILTER FABRIC FENCE SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE DETAIL N.T.S. SILT FENCE GRADING AND 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 SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED S ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO S PT M E E BER 30 AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN 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 HO URS AND EXPOSED AREA F S 0 LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED CONSTRUCTION SEQUENCE 1. SCHEDULE PRECONSTRUCTION MEETING WITH CITY OF AUBURN. 2. FLAG CLEARING LIMITS. RE MOVE TREES WHERE SHOWN. 3. CONSTRUCT T.E.S.C. SWALES & SEDIMENT TRAPS WHERE SHOWN. ADDITIONAL T.E.S.C. MEASURES EASU ES MAY BE REQUIRED BY THE CITY INSPECTORS. 4. CLEAR SITE. GRADE TO DIRECT ALL RUNOFF TO SEDIMENT TRAPS DURING CONSTRUCTION. 5. CONSTRUCT BUILDINGS AND UTILITIES. 6. REMOVE T.E.S.C. ONLY AFTER SITE HAS BEEN STABILIZED AND THE POTENTIAL FOR ERO SION HAS PASSED &UPON APPROVAL OF CITY INSPECTOR. 48" MIN. CMP STANDPIPE OPEN AT TOP, CLOSED AT BOTTOM -ENCASED IN CONCRETE ELEV. 192.0 pON� 1 1/2" WASHED GRAVEL COMPACT BERM jOE SILT FENCE TO 90% MIN. ®3, 2 ELEV. =191.Q WATER TIGHT SEAL 1 V 0 0 2 ELE .=190.5 �� 0 0 C4 01 0 TEMP. 12" SD Q 0.5% MIN. 0 0 °o �' 4 6' MIN. INV=187.0 0o O We DEAD STORAGE 8"X8"X8" PVC TEE ° a p OD O o oa POND 80nOM W/RUBBER GASKET JOINTS 0®ELEV.=186.5 18 MIN. 1" DIA. TYP., 40 HOLES MIN. 0 10" O.C. PERFORATIONS SHALL BE LOCATED WITHIN 8" RUBBER GASKET PLUG / . THE LIMITS OF THE GRAVEL CONE W/ 2" ORIFICE�� /l// GDESC DISCHARGE CONTROL STRUCTURE N.T.S. AVOID CUrnW UNDERGRIXIND umu" LIES R'S C0sny Call before you Djg. 1-800-424-5555 UNDERGROUND SERVICE (USA) NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. It C -� o n co N ry of Of ~ I- l- F- Imo- f�- I'• o d o 0 c; o 0 0 0 o w o Z O 1--1 z N Z w w w t) w w w w 0 w Lw OfOf A z H ~ U U U < F Of 0- 1-- CL EL 0� W LL :D ct [ u U Z© ZO zO d W � > J � pp w � � < w z w � C1 a I- 11 17 d n CV r , an W t7 Z QLj W 1 W ir cu H 0 � = c < T N O_Ld �j Q F- a r A> y � Z� Q RECORD DRAWING CERTIFICATION 3 3 CL ® THESE DRAWINGS CONFORM TO THE CONTRACTOR'S Li a CONSTRUCTION RECORDS 1Z-1 ¢ _3 J J V o Q LL J BY:---------------------------------- Z Li DATE: ------------------- L3 V C3 L) TITLE/POSITION: w Li w -------------------------- CONFIRMED BY CITY: --------- DATE: -------- ® O a_ w N 1aIav end PROJECT REF: FAC 98-0050 17 DATE 08C ilS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION JOB NO. 75-121 REQUIREMENTS DRAVL46 � APPROVED BY: SHEET DATE APPROVED: ---"Ato ----- C13 OF 14 rr OGI ID 0i; 11-4 Q 13 Odi/ 1510 Dt0ld32 t ,f \ PORTION OF THE N.E. & N.W. 1/4 OF SEC. 31 TWN. 21 N., RNG 5 E., WM n KING COUNTY, WASHINGTON ,t a. 26 9 S7 £ 20 SANITARY SEWER - SEMENT O N o O N m O N D\o O cO O N p� I s} 0) Do GO I N 0 0 0 0 00 It C� Z_ Z W W w 37 W W W U w N W Q J > � ~ U 0 w w w d a a- m w Q� -a- 0 a a 0 cn cn z o z z 0 W o O N �' K N In N 111 w m � < Of m af f ­ i , o�_ a i r 12 - --_._. �j j Y Lila r .+ co f, - _ f„ ,e E ss t 1 Ly > 00 ' f1: 4_� cn LA_ 'j UJI 0 pq /. r u, �S ,4 , /y / y ♦ VJ 06 ,. z o ,,• ,.�•' ., m !41 i pq W � 44 tM1n " TREE REMOVAL TABLE W z Q► , , Q O LO ,. " - ✓'�' !" QUANTITY CUMULATIVE w Ld SPECIES REMOVED DIAMETER 0- A 2 » •+`;�' '�� � FIR 119 2,463,> ff , r4, TREES TO f• / BE SAVED CEDAR 19 416" �- (TYP.) �1 COTTONWOOD 5 64" Li MAPLE 48 572" Q i f 0 o io zo +o a,•� ALDER 30 309" SCALE 1 = 40' W +; W Q ce W TREES TO N ~cn 0 IC - BE SAVED x = 0 H CD r-- W y Q a W W: ° F- 5 ►1-f A. Li Q a 25 Q RECORD DRAWING CERTIFICATION> of THESE DRAWINGS CONFORM TO THE CONTRACTOR'S w > d CONSTRUCTION RECORDS 1Z-1 4E � J W a _iv w Li Li BY:---------------------------------- V)0 Z Z 06 O AILBOXES— SEE ARCHITECTURAL PLANS DATE: ___________________ 17 v v �" TITLE/POSITION: -------------------------- Z W O AVOID CUTTNG UNDENGROUND UTIUTY LINES. IT'S GDSTLY CONFIRMED BY CITY: --------- DATE: -------- o a 0 fl Call -K-a W' before you D496 AZIJ < ' 1-800-424-5555 UNDERGROUND SERVICE (USA) NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. PROJECT REF: FAC 98-0050 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: IC— DATE APPROVED: s9'1L—_---- DATE 08/20/98 JOB NO. 75-101 75-101TREELSP DRAWING NO. SHEET C 14 OF 14 o�D 1632 0z_ 14 OP Q 1304,1310 10 ,\\ J LANDSCAPING 4 51GNAGE -------7----7' - ESM'T A.F. #c1502192199 _ LAND50APING AND 25' SET /AGK 1 I r 6 HIGH \` \ � \� - I z \ \ IRRIGATION NORTH FROM 54OPE O CEDAR `� \ ��� OF THE WALL 40" F 1 v FENCE ON \ / Q SLOPE 51DE GROUNDCOVER THROUGHOUT (TYP.) 0 10., II - --_ \ LIMITS OF I 0" F I I 0 32„ F I Norl, --- I ---- 1 I 0 1 12" I \D TO V41THIN IV' OF TRUNK \ — 1 _ - I d32" F 1 �I8" f 1 I 1 /0 50'l' F I -R Me E\* CONSTRUCTION i- i f Q 0 20" F I - - L o 12 4b' M n CO SILL �L�SS N 114 Record Drawing Certification These drawings conform to the Contractor's construction records. By Date Title/Position Confirmed by City: Date CONCRETE JERSEY BARRIER TYPE WALL _77 I 012"F .. G s �\ ��\ \ Ak" i \ 1UNDCOVER XGHOUT` (TYPd i% ' HIGH MAIL BOXES 6 HIGH CEDAR FENCE ON SLOPE 51DE PROJECT REF.• FAC98-0050 This plan sheet conforms with the City of Auburn Planning Department minimum landscape requirements. Approved By.• 5&-M Date Approved: a - to 00 Co JIMU - r2Elt'D ALL udtES ON ALt- SNF,ErS• cAu, wm+ akW9T WS. ZS'S.931.309t CITY r t ;z1ff TATP00 SNAI S01IIIIIII ANY J uoC T C-A" SW, , R.,ow ER I C)8XPAeP,R I8, 2M Sq,4o S pF \ \ St�F'E / N 01011 s BERM 44 0 o y- rok All 75 � SCREENING LANC PER NEIGHBOR'S APPROVAL (CONIFERBIr- co F'R,Ica TD tCuIM -1 V6itK rr5 9-M IS-19.00 MAIN STREETDESIGN LANDSCAPE ARCHITECTURE 220 Main Street (425) 771-4809 Edmonds, WA 98020 (425) 771-5728 Fax LANDSCAPE PLAN SCALE 1 " = 20' Pr N 021 IS of Z.3 0130q/V0 O10432 � �� 021y ` / I h I \ � s � °8" \ '\ Ij o _ \I oa" q 4�2 F I I o \� fr��\Fir'-�� _ 04 1 Ld / \ I W I \ Ld � 25' SET IPACK II w 6' HIGH FROM SLOPE O I ? CEDAR I \\ 40 F � FENCE ON / I Q SLOPE 51 DE Y-----------___ I \ \ \ \ LIMITS OF k \ ` , V ON5TRUCTION \ I � 0 �:' I i ° 1 50" G C� 1W.Ail- RBA IOROUNDCOVER \ -A THROUGHOUT (TYP.) D TO ITHIN 15" OF TRUNK Plant twice bo I I C Prune diseased and broken branches 16 gauge steel wire thrFugh clear vinyl hose below first crotch 2x2 wooden stakes securely driven into ground. Stain brown. Water basin with 2" mulch Unglazed planting pit surface 1/2 topsoil, 1/2 native soil, water thoroughly, fertilize Use rootgaurd for all trees with in 5' of curbs $paving DECIDUOUS TREE PLANTING DETAIL No Scale Prune diseased and broken branches Water basin with 2" mulch compacted topsoil water thoroughly, fertilize as regd Plantinqq hole min. twice s0ze of root ball SHRUB PLANTING DETAIL No Scale Planting be 2" mulch 1/2 spar-Ing distance GROUND COVER SPACING DETAIL No Scale- Triangular Spar-ing PLANT UST mbol Botanical / Common Name Size ..}_ Acer rubrvm 'October Glory' / October Glory Maple 2-1/2" Gal. min. 15413 o Prunus cerosifero 'Newport' / Newport Flowering Plum 2-1/2" Gal. min. 54B o Cornus florido 'Cherokee Chief' / Cherokee Chief Dogwood2" Gal. min. B65 s or circinotum / Vine Maple 7' ht., 5 cane min. 54B Juniperus chinensis '5tricto' / Irish Juniper 6' min. 545 seudotsugo menziesil / Douglas Fir 5' min. 54B Thvja plicata 'Excelsa' / Excelsa Red Cedar 8' min. 545 mertensiono / Mountain Hemlock 7 = '1' min. 5= 5' min. 545 �Tsugo Thujo occidentolis 'Pyrimidolis' / Pyramidal Arborvitae 5' min. 15813 (� Mahonia aquifollum / Oregon Grape 5 Oollon (S) Pieris japonica 'Mt. Fire' / Mt. Fire Andromeda 5 Oollon 0 rhododendron 'Unique' 24" min. O Rhododendron 'Nova Zambia' 24" min. *Rhododendron 'Mrs. Furnivol' 24" min. O Prunus lourocerosus 'Otto Luyken' / Otto Luyken Laurel 21" min. O 5ymphorocarpus olbus / Snowberry 2 Gallon O Viburnum dovidii 2 Gallon p Azalea variety 2 Oollon Arctostcqplos uva-ursl / Kinnikinnick Throughout 'Planting beds 4" Pots a 24" O.G. LnLLLLLj otonrster dgmmeri / Beorberry Throug beds 4" pots a 24" O.G. out planting Oaulthgrio shollon / 5ai I Throug out planting beds I Gallon a 36" O.G. Sodded Lawn- Locally Grown .r Prune diseased and broken branches 16 gaugqe steel Hire througFi clear vinyl hose k4atcr basin with 2" mulch li wooden spaced at equal intervals. �. .................., I topsoil, 1/2 native soil, .er thoroughly Plontiml pit t"Ice, size. of root"ball 611 mint- - - Use .. .. paving"ith in 5' of curbs 4 EVERGREEN TREE PLANTING DETAIL No 5cole La{ bed LAWN / PLANTING BED DETAIL No 5co l e NOTES I. 5ubgrodes, including berms, to within 1/I0th foot provided by Oeneral Contractor unless otherwise noted. 2. Subgrade, shall be scarified or rototilled If conditions require. 3. 4" depth 3-way topsoil or equal in all planting areas. 4. 2" depth fine grade bark mulch in all planting beds. 5. Use rootgourd for all trees within 5' of curbs 8 paving 6. All plant material shall be healthy full and conform to USA standard nursery stock, latest edition. -1. Plant material or size or kind not available ma be substituted onl with approval of Landscape APchitect, Owner, and CIq of Auburn Planning Department 8. All mass plantings shall have triangular spacing. 9. All tree pits shall be inspected to insure proper drainage. 10. Positive drainage, shall be maintained. Mound planting areas minimum 12". 11. 5h vg cpd tropes minirrnurr 42" from curb for car overhang un ess tops note 12. 8" wide bark mowing strip where lawn is adjacent to building. 15. Landscape Contractor shall maintain site until final inspectloh and acceptance by Owner. Guonity * 22 21 15 112 15 45 2� 65 325TOTAL TREE COUNT* Record Drawing Certification These drawings conform to the Contractor's construction records. By Date Title/Position Confirmed by Clty. Date PROJECT REF: FAC98-0050 This plan sheet conforms with the City of Auburn Planning Department minimum landscape requirements. Approved By. SA..M Date Approved: 12 . td'Q0 MAIN STREETDESIGN LANDSCAPE ARCHITECTURE * Confirm all quanities with Landscape Plan 220 Main Street (425) 771-4809 Edmonds, WA 98020 (425) 771-5728 Fax LANDSCAPE PLAN SCALE 1" = 20' PF � OZI 16 of Z3 " of 0 16 32 0 rm I • s� sss � ,♦► Z 0 IHt 0 SOD TO WITHIN IS" OF TRUNK MATOHLINF _ d00ot0� I� Mar�` f �. , a9i zy, r,ia > s Rat 00 �,.� � �:-�►�.. � > Tom` ,-. � ___ ��� �.�- , �I :�� r O;' : ►mow`` : _�r5, CI • •.. aid ► ��'�@�= �_� f£gg ', drawings conform to the Contractor's construction re( Date 'Position an sheet conforms with the City of Auburn 7g Department minimum landscape requirements. ed By: 2' HIGH ROCKERY MAIN STREETDESIGN LANDSCAPE ARCHITECTURE 220 Main Street (425) 771-4809 Edmonds, WA 98020 (425) 771-5728 Fax LANDSCAPE PLAN SCALE 1 " = 20' Pr � 021 I`1 of Q i3 %'a /3010 4 3 2 I ■ ESTATE FENCE. / 1A �'' 6' HIGH, Ixb CEDAR, WITH 4x4 POSTS 8 ,_O O.G. SOD TO WITHIN IS" OF TRUNK MAIL BOXES GROUNDCOVER THROUGHOUT (TYP.) 6' High chain link fence FOR GROUP OF TREES UNDERSTORY PLANTING AT EXISTING TREES TO BE RETAINED I. Refer to instructions on this sheet " For Groups of Trees" and " Individual Trees." 2. Complete all other site work and building construction in the vicinity of existing trees which are designated to remain. 3. Remove protective 6' chain link or orange barrier fencing along clearing limits or around tree canopy. 4. Install irrigation system where indicated per details and notes on sheets Lb. 5. Install new shrubs, groundcover, and sod where indicated per details and notes on sheet L2. 6. Protect root structure of existing trees during installation of irrigation system and new landscape planting. I. Install 6 chain link or orange barrier fencing along clearing limits line and at least 10' from trunk of any individual tree to remain. 2. Fencing shall be anchored to ground with #3 rebor hairpins at 50' intervals as needed to keep secure. 3. Siltation fencing shall not be used for this work. Record Drawing Certification These drawings conform to the Contractor's construction records. By Date Title/Position Confirmed by Clty: Date PROJECT REF FAC98-0050 This plan sheet conforms with the City of Auburn Planning Department minimum landscape requirements. Approved By: SA-61 Date Approved: 11 • 11,111•00 BOLLARDS I INDIVIDUAL TREES STATE OF I. Grade around existing trees to remain with care. SHSN O RED 2. Prior to start of work: XWOMME �7=V- a. Install o 6'chain link or orange barrier fence as close as possible to edge of canopy. b. Request inspection of tree protection fencing prior to initiating any clearing and/ or grading. KEN LONEY c. Intrusions into canopy shall receive rior authorization from both City and Landscape Architect. cERnFlCATE No. 36 d. Intrusion into canopy shall be limitedtothirty (30) percent of circumference and fifty (50) percent of depth of canopy along that circumference. 3. Disturbing roots greater than four (4) inches in diameter sho I I be saw out. MAIN STREET DESIGN- 50REENINO LANDSCAPING 4. Avoid breaking branches during grading and construction. Carefully trim any damaged branching PER NEIGHBOR'S immediately thereafter. LANDSCAPE ARCHITECTURE APPROVAL 5. No cut or fill in excess of six (6) inches is to occur within three feet of tree. Fill shall not be compacted 220 Main Street (425) 771-4809 and consist only of approved topsoil mix. No cut or fill within three (3) feet of trunk. Edmonds, WA 98020 (425) 771-5728 Fax b. Disturbance of soil beneath trees to be saved shall be avoided and minimized when necessary. Field changes to protect trees may be required. -T. Damage, or loss of trees shown to be retained on site will require replacement in accordance / with condition # Sa. of the final MDNS (SEP0040.c;i8) LANDSCAPE PLAN i SCALE 1 " = 20' PF (.a 130aft/ 31d 01 n16 32 STATE OF WASHINGTON REGISTERED =1 =,� / KEN LONEY CERTIFlCATE No. 363 MAIN STREETDESIGN ,RCHITECTURE (425) 771- 4809 (425) 771-5728 Fax IRRIGATION PLAN SCALE 1" = 20' f' 1. 1. ;+ v IJ s f r � f✓ I r 9/22/00 7/14/00 4/4/00 2/7/00 7/26/99 6/10/99 5/26/99 Dffift Oct. 4, 1998 Sib N& 9w I slawt I Of ,i n oz I 1) of 23 FOR INFORMATION ONLY 013oq, i31O Of OM 3 2 L-5 15o Q NA W IN lw L z � � :K DN O O � z z -7-1 0 z D z D R z c o D ND o m M D M ^ L�J 4. I n �r -Qco C oQ Q N � I.c� isl+nit� •A 1 24-( ni1 (ompIez for \ 1 icIfhateI I" . Mastro \ 1 i l I Pond It) I i (st 47th Street A■ '�lfL�lll l/l. �'\ ;d�Illli: Ill, III A1eNIC''1s_ M=ers &oIlsllllallls 'I 'I r., i!i Ala Fax: t 'I ! 0696 STAIE OF / 7117M LQtIE 771ye ( ER lF NeY . W3 . MAIN STREETDESIGN LANDSCAPE- ARCHITECTURE 220 Main Street �425) 425) 771-4809 Edmonds, WA 98020 771-5728 Fax IRRIGATION PLAN SCALE 1 " = 20' FOR I NFORMA I I CAN ONL)0' PF oZ I z Z aF z 3 I I I I I I ( I I 12'�}-- 11' II I I I I I A OK M",I I I I I I I I I i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I ICI I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I � I I I I I I I I I I I I � I I I I I I I AP RECORD DRAWING CERTIFICATION DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS TITLE/POSITION: CONFIRMED BY CITY: _________ DATE: ________ ®/i7/00 PROJECT REF: FAC 98-0050 4 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS (� APPROVED BY:1irs.r.•� J DATE APPROVED: Z H a. w w F- U w a N z 0 U) w O Z Tjl�Q - w 02 as c I7?I1V� � w • 0 ' 9 ... � L) U y E� o Li Li _ z a�� Z Q 0 i w z il cti�& E zE w• wS .-4 _ y LiW w Im Z 3 a a. W U) y W a, a. A Z F— O Z F= W Q N N ~ � � W Z W < Z Q Z Q 0 Z V z O a. J Z LL- z LL. C� 2 0 O fY WLai Z U W 3 & _ 0 a. W DATE 12/19/00 JOB NO. 75-101 DRAWING NO.A-ST.DWG SHEET 1 OF 1 pF'�ol Z3?3 of o l6 32