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HomeMy WebLinkAbout05D1825r EN .4A ° ,... �a A PORTION of the N.E. 1 /4) ECM 17, TOWNSHIP 21 N. RANGE 5 E., W.M. - ..,., CB#3 (TYPEIL) X Catch Basin @ 12+52.6, 18.3' RT Rim: 343.33 Ex Catch M� IE: 341.3 SET OVER EX. 15' PIPE Rim: 34433 C--t Storm Manhole RIM, 343� ,2, IE12"NE: 339.E i IEi 398.4 (EX, 15' N) 33$ IE18"S: 339.0 Rim: 343.56 IE15"S: 339.3 r Ex San Sewer Manhole " IEi 338,4 (NEW 18' S)✓ q IE12"SW: 339.4 Ex. Sanitary Sewer Manhole 3 IE18"NE: 339.3 IEJ 338,6 (NEW 12' E) �'$' IE12"NW: 339.7 0612-12 j w Ex Storm Manhole #612-11 IE24 S: 339.5 (REMOVE EX. PIPE S TH) Rim: 344.88 IE24"W: 339.1 Rim: 346.18 a IE24"E:340.3 CB#2 (TYPE 1) FlowLine: 331.98 Ex Storm MH Ex Catch Basi IE12"S: 341.3 @ 11+24,9, 29.5 RT 5 ST. NE RIMi -942,89 34S-42 Ex Storm Manhole Rim: 342.36 Rim: 343 25 W e 2.8 IE24"W: 340.2 IE, 399;6 (12'W&E) Rim:" -S: 3 IE24" in: 337.36 333.43 IE12�E: 340. 33q_5Z IE12 E-S: 339.8 IE24"out: 33�4.6 333.23 IE12 W: 340.4 rr+ CB#1 (TYPE 1) Ex Catch Basin RAISE LID T❑ 343•. 3h3•1 Sanitary Sewer Manhole E)t Catch Basi @ 10+82.4, 22.1' RT @ 13 (TYPE 1' Rim: 345.14 Ex Catch Basin Rim: 343.14 RIM, 343.28,15 Rim: 342.92 @ 1, 343 --1 -5 RT gsT.R IE- 34" ( 21,E) IE: 340.2 NEW SAN S ER MH #612-86 I E, 40.5 (2', FlowLine: 329.9 Rim: 344.22 IE12"N: 340.20 \ 3 0� IE, 340,5 C12',W)✓ IE12"N: 341.42 IE12"E: 340.14 E IE12"RCP: 343.77 1 Cased Monument f1, ll STA 11+04 C320th) Lead & Tack in INSTALL NEW FIR HYDRA v o 1 = 0+00 (PRIV RD) concrete, Feb, 2001 c �{ z � — — — PER CITY STD, #WAFH-1 -4-4-4 — — — — — — — — —-- -- — — — — ® -r..•- -- — — - - —344-- s WALK -- --- _ -- - --91► �3r ep «..Ep SIDEWALK `o a` S.E. 320 th e t TA +9 11 (320t #2` 12' PVC 9�+00 < IV RD) CIITF' 115� PER 9+00 Ex' Q 9937 (. 11+0 12+00 13+00 SSW-4 25.89 Cased Monument Ty V Cased Monument _ _ _ _ _ SEWER_ _ _ _10+00 _ _ zfT _ _ .�� _ _ _ C Yp,_EA. CORNER) 14+ o -x- _ + — — — - - . — — - —— =ss - - ss — - ss — — T—_ _ -- Lead & Tack in Lead &Tack in — EX. 12' DI ` _ _ _ 34 x 15' 1 'Pvc '' concrete, Feb, 200 12' Pvc 6� - _ _-g,�j-3�- — — Q 2.36% a 3,� m � t � _ ►2 r� �° = 3�-3.39 concrete, Feb, 2001 - N.T.S. of Auburn / -- --- -- -- — -- —_ -- - - - --� co enChmark 5' PLAN 34 — s3' PLANTER— 5' PLANTER \ Elev=344.48 _ _ 5', SIDEWALK' 5' SIDEWALK K — f END TAPER CP RAMP PER I EX. IE 24"ADS: 337.43 (RE VE) E ENT ,� / {30`_ `� P�1GL' 2.Z % END TAPER r,�• @ ' A ITY STD. STS - — r ' LEGAL DESCRIPTION 50' ASPHALT (TYP. EA. CORN ER) + � RIP RAP � v EX IE15"R P: 338.24 (REIMOVE) 50' ASPHALT • TAPER o ❑UTLE [T, o � TAPER W 5' ASPH, SIDEWALK 10' SIDEWALK L Ex. Storm IE, 337,4 I 337' 0. I 5' ASPH, SIDEWALK RAMP EASEMENT Rim: 3 3 _. _ � �' 18" P�!C: IE: 3�40- (jVEW) J RAMP BEGIN CURB, GUTTER I in: 338.9 0 3�' 3aT•3z END C GUTTER / I I RE Al1E EXIST, \- A` WEST SHORT PLAT SIDEWALK &FULL PVMT. / END SIDEWALK @ 12 i3' 24" PVC: IE: 48• (MEW) SIDEWA &FULL PVMT.a s 10 FROM ROW LINE 4 IE24"out. 338.6 > WIDENING @ 10+00 (TYP ALL 4 CORNER IE, 3'394 (12',W,NEW) 33q �' f I I DITCH T NEW GRASS- Q WIDENING @ 14+25 E 1 '� I � LOT A OF KING COUNTY LOT LINE ADJUSTMENT N T❑ REMAIN W I __ _ i. LINED S ALE .4 a'+ L96L0066, RECORDED SEPT. 23, 1996 UNDER KING EXIST. FH `-/ o > I (INSTALL GRATED LID)/ 12' DRIVEWAY CURB CUY -- - / W I o W L / / $ CL @ 0+86 \\ AUDITOR FILE N❑, 9609239016, BEING A PORTION 20' DRIVEWAY/CURB CUT / -+ 8- 6' PVC ROOF/GUTTER I �'' THAT PORTION OF THE EAST HALF ❑F THE NORTH / tip' �v`' DRAIN STUB W/ CLEAN❑UT CL @ 1+10 CP(ITH SIDES / v / MAILBOX LOCATION \ 26' 12' VCr F,g THY ST QUARTER OF THE NORTHEAST QUARTER OF SECTI❑ A2 e °% GRASS -LINED DIT P( Pti� TOWNSHIP 21 NORTH, RANG" EAST, C # 8 (TYPE 1) @ 2,o6i FOR / �` \ W.M., IN KING COUNTY, WASHINGTON. STA 1+25, 11.75 RT j \ RIM. 341-4 3M. 53 61 DRAIN V STUB F�GUH TER � --o NEW STREET IE 336 4 C12 , E) C ANOUT �� I RUNOFF I 339. (T / \ CL @ 1+38 URB CUT I NEW SAN SEWER MN #712-56 \ CB # 9 (TYPE 1> _ � � STA 1+25, 15.75' MAILB❑X LCATI ) C31y' 333�`� / R 4 , �, g �O 8055 SF \ RIM. 3414 Sal• 4 i�1 in U, - ! / CTR, - �2 N __, 4 -- -.-- EAST SHORT PLAT IEi 338.2 (12', &S) f 9f1�_3(�' PVC @ $fr5% ` A N Esr� CH s 13 P 'I) 340.0' p� R F% TTER�' �� J� LOT B OF KING COUNTY LOT LINE Abit) NT i W/ SOLID, L L 6 C ❑❑ 611 — �'S2� / RIMS 340.4 EAST T ACT A h. L96L0066, RECORDED SEPT. 23, 1996 UNDER KING CB # 10 (TYPE 1) % I 1 ' DRAIN\STUB W/ CLEAN STA 2+00.5, 15.75' LT PRIV CC AUDITOR FILE N❑. 9609239016, BEING A PORTION RIM, `34frf 3gr�•3co q' -� CB # 7 (T_Y\PE 1) \ THAT P❑RTI❑N OF THE EAST HALF OF THE NORTH o e,s�l MH I STA 1+9425 0' RT � \ QUARTER OF THE NORTHEAST QUARTER OF SECTI❑ IE, 335;8 C12' ALL) d- / IE �i $ c L �� � ,,'' 12g au LE 333. g0 PV 0 Ce ' • IE1 335.0`✓� RIMi 33 •(p2- / �� ` PIMA �^ o • 39� v 7Of \ %PVC— IE, 336,0 (12', w)✓ \ T❑WNSHIP 21 NORTH, RANGE 5 EAST, CB # 11 (TYPE i) S c �. 335 . i \ W.M. IN KING COUNTY,WASHINGT❑N. ' •° STA 2+10.5, 21.4' RT QJ�ES� / \ @ E / e\ t RIM, 34" 34° 30> P I a 5' \ IEi 397, 012', E) �� �. 335 T A B o �\ / I 2 J 12' LET �' ' AIN GE (% I \ '^• NEW SAN SEWER MH #712-55 IE� 3 5.0 EST �4'✓ 33 /yu 1 E 3 TR / \ \ VC ROOF GUTTER AG / STUB 1.A/ CLEAN❑UTIE, \ 333.25 �' R D,2 ��y o, 30' DRIVEWAY V cuRB CUT a PL's BENCHMARK ✓ �o 1E' WETLAND INTERPRETIVE SIGNS \ R JrQ��' 25.75' / n > D �' 33396 L❑TS E3 & E4 Iw J �33 �C �� 334,�? (THREE TOTAL), SIGNS TO CASED MONUMENT AT THE INTERSECTI❑N OF �5 3400' N II 12'-1 / \ RE -DIRECT DITCH ( SPECIFY L❑CATI❑N, VEGETAT ❑N SE 320th ST, AND 110th AVE, SE, WEST A A vc TO NEW CULVERT TYPE & USE RESTRICTIONS, LEAD & TACK IN CONCRETE DATED FEB, 2001 @ 11,75% CB #5 (TYPE -54') BENCHMARK ELEV: 344.48 w� RIV. ACC SS � W FL❑W CON ❑L RISER LJ, �� CB # 12 (TYPE 1) — �' DRAINAGE DETENTION POND, \ STA 2+83.9, 2,5' RT 42' BLACK VINYL �✓ SOLID, L❑C NG LID x CHAIN LINK FENCE R M, 34re 3�1•I / TOP, 86' x 48' @\240.0' DATUM: CITY OF AUBURN (NGVD 29) RIMi 339,55 \ ALL AROUND POND I 1 39& 335.02 4 \ TT❑M, 55' x k8" @ 335.D'✓ \ IE, 336.2$(12' NE)� �� E DET• SHT. 7) ( I �— Q / 40 MA WL @ 338.7 CB #6 CT-CPL 48OCK ID 311 IDE SLOPES PROPOSED CONTOUR = $1` / � RSMI 34e-. 3+,0--7 � �� � � 3 0 � \ (TYPICAL) Q-'' -� - �� lE� 333.59 (18') (j /� ir'i 1 I1= • 333.I C�i` 3 q g W \ , l ` I BUF R L3 E4 344 ASSESSORS N0. 332790-0�70 BAST Lj CD 336 2U"DF�IVEWAY \ 172105 — 0099 S7' CURB C�(LOCATE 20' DRIVEWAY SEN�ITI� E AREA j AS SHOWN) \ ` \ �' I CURB cur (LOCATE CONSER ATI❑N E SEMENT I \\� AS SHOWN) (TO CI4 OF AUB N) \ \ AVERAGBUFFFERNG 36' SPLIT RAI WOOD N� \ 36' SPLIT RAIL WOOD,--_ �9s�,\� \ FENCE ALL AR ND SHELT INDEX NOTABLE APPLICABLE CITY STANDARD DETAILS I FENCE ALL AROUND �� �F CONSERVATION ASEMENT, \ W 4 "`I C❑NSERVATION EASEMENT. ') ~ tiT \ \ (SEE DET, SHT. ) 1 \ � \ \ GEPT-1: STREET TRENCH RESTR❑ATI❑N MIN �: 34L0' (SEE DET, SHT. 7) ., SSC❑-11 ST❑RM/SANITARY CLEAN OUT \ \ \ \ STDW-'�]B: RESIDENTIAL DRIVEWAY W3 I \ MIN FFEi 341,0' \ AST T PLA 1 PRIVA"lor RnAD & DRAIN GE F .AN STLS STREET TREE' PLANTING / l I \ � \ �- ,,. i \ r'� 2 R❑SI❑N CONTROL PLAN ST"-I, MAILBOX MOUNTING & LOCATION / STSW-1t SIDEWALK W/ LANDSCAPE STRIP / ��, WEST SHORT PLAT Iul STSW-4A; WHEELCHAIR RAMP 4 �� se9 24'� ) \ \ 3 � W E R PLAN & WEST ROAD PLA N TRSP-3l STREET SIGN j � �� \ I ` \ 4 SEWER PLAN & EAST ROAD P AN WAFH. x HYDRANT ASSEMBLY / ,7 I 1 WAS WATER METER INSTALLATION \� ���' \ �\ 5 SE 320 ST, IMPROVEMENT PLAN DEV -It DRAINAGE CONTROL STRUCTURE DEVr-2i DRAINAGE ❑RIFICE RISER \ STREET TREE & LIGHTING PLAN D TMl'. CONSTRUCTION ENTRANCE' ! \ `'•. \3 7 DETAILS & NOTES DEV-6l SILT FENCE 42 DEV-8l CATCH BASIN PR❑TECTI❑N FILTER S75W_?_, C EMEM- CANcgfma VERT'• GvR3 GuTT�R, ��� + 'r► 1 � I (SEE ADDITI❑NAL STD, DETAILS IN CITY MANUAL) -' — - — - — - — N89 55' 24"W 195.30' N4T0 NOTE: LOTS W3 AND W4 SHALL UTILIZE I // CC�ITRAI T❑R.- STALL PROVIDE THE CITY INSPECTOR INDIVIDUAL LOT ROOF/GUTTER DISPERSAL TRENCH OR SPLASH BLOCKS, \ YITH COMPACTION REPORTS ON ALL FILL AREAS � � �, / PRI❑R TO INSTALLATI❑N OF UTILITIES. DRYCO �/ Doti GRAPHIC SCALE / DRY / as LISPS POSTMASTER APPROVAL Surveying, Incorp Ted 4D o 20 4D 8D ,60 52 RQVE: FOR MAILBOX T N 12714 VALLEY AVENUE EAST q,321� 24 u SUMNER, WA 98390 ( IN FEET) .*. A�.00. 253-826-0300 FAX 253-826-9703 .� _ "1 inch = 40 ft. DATEt .,:. 7 REVISIONS: W 1.PER CITY INITIAL H w REVIEW 11/1/01 2. PER CITY 2nd ID REVIEW 12/1101 5 , Rk-Q Carr N N OD SE 320 ST W y , c a cu Z AP W U, W O) Ln z oT- �� , o -- 00 O ,,4- (J) 00 In 00 N Z ��� N W O UMBER c x COUNTY W r ❑Fi a, WEST N f9, �.. W wQw z z w , COUNTY ❑ F; WEST C��''i� Q 1 o 17, _j Q � w n P � Q Q Q a- J W Q O -� � N O O Z N � Q O � 0 Ld Of t:� � o (�� Q .- V N W � V) oct � ® J �CcZ z Q U J DATE: 8 20 01 SCALE: yae DESIGN BY' iJJ <<: DRWN. BY: JJJ APP. BY: ,�,_ PF " C)_10 I of 4, � M Wj Sanitary Sewer Manhole - Rim: 345./+ RowUnm 320.8 ` � Cased Monument Lead &c Took in n oonuroba. Feb, 200 City of Auburn Benchmark E|av~~344'48 .,� ' � uw|| 1,3 (TYPICAL) \ / // /^^r`�-/ FILTER ������|�` SILT ��N�`� / /�-/�-/� FABRIC .//'-/ FENCE PLACE �� ����l�0 —� / �-r`�^�- r`./ .//.�/,,/v (PER/��� �`|T�/ �T� ��T ��V__�� �-/ ` CITY / STD �/ �/�- / . �/�- " �»�'_ ���|k��NT�T|[lN ��FlN�` SEDIMENTATION //�//� POND: 7�` LONG ��' VU|�� 6� �| ��� [l /�� � /`/ �_�//v�� >( ^�`� ,,/�/�- �� �-�-� `/`/��.c/ \v,.��� TOPT0�]' 7O` /��' �� �| ��� [l` /VV | \ : / u X -r�� �� �_�-� `/��u,`� \ ,v.�-,/ ��[lTT[l�� ��` 1 ��' �� �| ��� [l' uu / / uw/� uu � /u `� ��� uuu'u �' 1 c��U�� SLOPES ' �' / ^^"���- ���// �u INSTALL FLOW ������|[`T/l�J /`�� �c� �lU //.., / ��x�u~ , �_�/ v, / `�-.� / /`/�� / �//` ���� r``/ ���/ AV / \ ��� ��l� 7 \`��-`- ��' '` / / FILTER �������|�~ SILT ��hJ��� / /�-/�_/� FABRIC ��^~/ FENCE AS SHOWN '^-- ������ ���T�� �T� F��T ��V �\ -Kr�/x CITY �/�� ���/, u�v—w/ ~ � / / / �r �^ *. ~~ , � - -�- FILTER �������� SILT ������ . .`_ .`-.. FABRIC ��^_, FENCE CLEARING LIMITS �^`-�-,./u...� � ..=~ E .=W)W" /� TO ��� �7�k��lV�� TREE ���� � � �'� REMOVED � , ��^ TEMP. INTERCEPTOR D|T[`A `^-- - � ����'���� � �L � [ � �� �����A�� �� � ������� � � � �-���� �U�.�|~� ��U �[V�� U"�.��. U�u�~�SECTION � �� U����U~��^�0�0��� ��U U`�^» ����U^0���� �� ��.� W.M.���� 1 Storm Manhole . � Sewer Manhole Sanitary SanitaryFS343.56 �c] Sewer Manhole '~Sanitary 3 �nn' � |E18NE' ��SJ ^ Rim' 34362 / / " ' ' ` � Rim: 34618 1"�^�^ I ,� /4t 4-- 4 -� *=~�� � � .n� ' - |E12~RCP: 343.77 ___.Qt�, CONSTRUCTION SEQUENCE Cased Monument Lead 8c Took in �����N�&���" concrete, Feb. 2001 '' '---~~~~~~~�-~~~~~-~-�-' �-`~~~--~~~-^' ~-^^ �~�-�~~�� �~�~`~ ~~�~~~�� �~~^ -~~~' ~-~ ~ 6. Irv" slit ftdrig mW MOPE I s shown on 9&*ns. A-&- - - ____ j -_ z , (Cz) I IN vwiwwfflwv��� so so ft oft (b — 12 Cw#w ad VW wNbe1-i-Albrui *M Ld 13. Sabillike all wen; seven days of gffnWWadL nw� 14_SW or sad ww 6 unwvdW for more ftn 30 111 8 x�^��m/ �m��� o u ^�����nu�nw���m�ww�w�'n�w�n� Ue00M RWs upon ' Uj Lx Lj GRADING AND EROSION CONTROL NOTES 1 VV|TM|N THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION \ CONTROL FACILITIES INDICATED ONTHE PLANS MUST BE CONSTRUCTED AND oH� , \ IN OPERATION, PRIOR TO LAND CLEARING Amo^nR OTHER cnwSrn/ /rnnm ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, -� -~-`^^'�''`'` � wm m�u.*mu UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING C|TY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BYTHE CITY. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS -- MEET ANTICIPATED SITE COND|T0`- CONDITIONS. ADD|T|ONALDRA|NA�E�NDEROS| - CONTROL FACILITIES MAY BEREQUIRED ASSITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TOTHESE CONTROL SYSTEMS SHALL BETHE RESPONSIBILITY THEPERM|TTEE. - 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION |SCOMPLETED. AFTER CITY APPROVAL THE CONTRACTOR VV|LLBERESPDNS|BLEFORREMOV|N6ALLTEMPORARY- FACILITIES. 5. THE CONTRACTOR WILL BEREQUIRED TOWATER THE S|TE ASNECESS4RY TO REDUCE DUST EM|SS0NSASA RESULT OF CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL ALSO SVVEEPALL AFFECTED PUBLIC ROADS A' NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJ'^ C' ` CONSTRUCTION ACTIVITY. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, - MUST BESTABILIZED ACCORDING TOTHE FOLLOWING SCHEDULE - FROM APR|L1TOSEPTEMBER3o.AREASATF|NALGRADEI�"THDSE THAT ARE SCHEDULED TO REMAIN UNVVORKED FOR MORE THAN THIRTY DAYS SHALL BESTABILIZED WITHIN TEN DAYS. FROMOCTO8ER 1 TO MARCH 31, EARTHWORK ACTIVITIES SMALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE EXPOSED SOILS WITH ANAREA GREATER THAN 5.00OSQUARE FEET THAT ARE SCHEDULED TO REMAIN UNVYORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OFLESS THAN 5.0OUSQUARE FEET THAT WILL REMAIN UNVVORKED FOR MORE THAN SEVEN DAYS SMALL BE STABILIZED IMMEDIATELY. Cased Monument Lead 6b Tack in conurete. Feb, 2001 � Lli Uj ~^� -�� +° �k)00 ~� � � � ) ��� O 0| RECORD DRAWING 'CERnFICATION These drawings conform to the Contractor's construction records. By Date: U Comfirmed by City Date: ' w CL DATE: 8/20/01 ' PROJECT REF: F#46* DESIGN These plans are approved for conform the City of Auburn's Engineering Division DRWN. BY: DE G N Approved By. Date Approved:- SHE OF 7 v's � o 6 PVC SIDE ` POSED C�NTOUR N*f-:* SE ER STA 1/4, �� <TYPICAu 3 x 2�' AIN G �' � W TOWNSHIP 1 N*j «) 3/4 W TER MET S c \ V) F LOTS 3 P - NEW #712-S N SEWER MH (TYPE 1) W 2+ 10 POLY WATER w � STA, 2+ 4, 5,0' LT SERVICE T LET W2 I 3 p RIM, `�° IE, MIN FFE,- 341,0' W 3 1 Y PIPE WATER SE TO LIT W3 ,.. Cam-—_.__—L.. !; 6" PVC SIDE SEWER Ex San Sewer anh;ftl Q N WE C STUB x 80' #612-11 3 ESMT —_-------- --.s _ — ----,`�",�- Rim: 343.62✓' _ 15' PU LICE LF 8" ;C 20' DRIVEWAY IE: 331. ! {E a 1+00 SEWER ESMT 1+5 2 00 MH 6.65 Ct -H 'F --- IE: 331.j�{NEW 8 } °° ---------- '„_`_ As sHt�> (40 4 I® — RECHANNF-L FOR ® --�+ . T '0 _ I In — - 01 6" PVC SIDE SEWER,---'-' Ln ---- , �. STUB95V RT, CURB C� SEWER R_ ----------- STA 11+04 _-------- ME PR L , EA. tOT)O+QO <PR V TCT � (PER CITY OF AUBURN *J M. DE T, -1) _ \ \ P V CESS ice- , ____-- 1" P❑L PIPE WATER �' \ MIN E E E: 3 41, 0 . � SERVICE LOT W3 � I ° 1 POLY PIP WATER / _ . w I 0 SERVICE TO L T W4 ! LLJ 814 DRIVE AY CURB CU (LOCATE d- `�> I -- AS SHO mot- I w r 6' PVC SIDE SEWER i w 1 a- 2 W STA 0+95 x 36' i i 0 <. #a PR❑VIDE r SEWER CLEAN OUT PROP, =-340 �- DRIVEWAY CURB CUT LINE (TYP. A. LOT) 15\ �3� PROBED CONTOUR CL '10 (BOTH S) (PER CITY O � E= 33Es �- -ATYPICAL) � l a c� 333,? STD. DET, SS 0--1) � / 0.00 \ ye. :. AV_A EXISTf FH TO YIN \ Q0 a X I \ ! 40� 344 343 342 341 340 339 338 337 336 335 334 333 332 331 334 07b 3 of -7 PLAN - WEST ROAD & SEWER STA -0+ .5 (NEW ROAD)= 0+00.(SEWER) Rim. 343.2 _. 1: 1.1. EX. E , ) PROFILE WEST ROAD 1 331.'.t�E' S E CHANNELFOR H: 1" 20' NEW 8` SOUTH., - : �to _ & SEWER CrR APHIC SCALE 40 so t IN FEET ) nch = 20 ft. AIDE ETHAFFOAM 220 AND 3 BEDDING BETWEEN THE SEWERS AND STORM :NAGE PIPING, E 1) #712-55 STA. 2+36.5 (SEWER) STA. 2+34, 5.0' LT (ROAD) RIM= 340.0 34�0.3 IEz 93z.5 REVISIONS P °LPER SECTION17$ CITY -I j REVIEW 1111/01 t] RANGE 5 E• W. M REV EW2. PER CITY 12/1 01d Z--.;,.. w Ln W 2 Lo z C of o O p — 0)00�. ZLn W� n° �z cz 0 � W . 1--i--1 Ld LLJ z, �,, ter' o 0 N V N W W ROORD DRAMA NG CERTIFICA-noN Them drawings conform to the Contractor's conWuction records. Y �• E Date: Title/position: trap'° eh4' Q Comfirmed by City Date: PROJECT . 01-0039 plans ae aWoved for conformance witft the Cft� of Auburn's. Engineering Division requiremmI j AWoved By. 5. . - Date Momr CL J F' N Q OJ Q vL`'j Cr LIJ W Cn r- CL O >- T o j_ W Or 0 W C� �00In c �3N C) w V)Z o� CQ a U J Q DATE: 8 20 01 crei F- H. 1" = ?n 4 xw Li iwsrALL NEW FlItE r+r�1�M1T PER CITY ST& R4/AFM� I Ll f NEW %_WN SEVER MH fj 1) I 4612-86 i STA. 12+93,11, 1175" -LT (31 ` ST) + + .-- RM 344.3 04ATCH GOWWWD1 M 331.6 (EX, E & W) IE= 331-4 (NEW 8' S) 332.31 I SET OVER EX. PIPE !i12+91.11 (3 w (PRIV RD)kv ## i a� I Y J Q, Q WU � I I + I I CU iv - El E 2,,� 3 — 6' PVC SI E SEWER ' PVC SIDE SEWER I ST 1+15 36NEW SAN SEWER MN #2 (TYPE 1),/ STA 1+05 x 36` cv ,#' '— .---- PROVIDE SIDE SEWER 20�RIVEWAY , CURD" tk 1+5, 2,0 L•T--- �� /' CLEAN OUTS L PROP. / 1" POLY PIPE WATER » . z CUT CL @ 1+38 R 3 LINE (TYP, EA. LOT) SERVICE__ It LOT E1 0 i = 3f3. ��E4 �y- Q `' (PER CITY OF AUB 'N N — 33 STD. DET, SS 0_1 (4) 3/4 WATER METERS ��'---- S ," SIDE SEWER FOR LOTS El—E4 ---__4\�` 20' D I CURB CUT CL e 0+ ; - = :- EASEMENT�`'s ../ ✓' ;• ;+ 1' POLY PIPE WATER '' \\ /D N` SERVICE TO LOTS ; � ' E3 -E4 C \`4 � 6' PVC SIDE SEWER T'UB x 40'� Y 15' PUBLIC © �� 3 e T _ SEWER EST ® -C6 _ESMT \ � M 2 ,� ECG -- — 34 DRIVEWAY o+ 1+00 — ��' — — — — +54,5 -- -- — CURB CUT PL T R A C A� � LOTS E3 E4 N.V . . . . . .VERT, CURB _ V"ACCESS SENSITIVE AREAS o� c� Cl7NSERVATJQN EASEMENT (T❑ CIT. AUBURN) RN) _ o � �BGF PUKIc 4 8 \ 334 ' — E ESMT ��' \ \ r \ \ o TRAC .1� DR AGEcr) W2 PI AN-17AqT RAn !z. SEWER W ~CD Cu 20 f0 k • J c:) W J USED GRADE @ R13AD CL � 344 343 342 341 340 339 338 337 336 335 334 333 332 331 330 1 11� IMEM 1 W ET 1) #612-86 [NEW SAN SEWER MN #1712 STA. 12+93.11, 1,75' LT (SE 73&2ST) d STA. 1+75, 2.0' LT (ROAD) RI1M= 344,3 ` , (MATCH GRA90 STA. 1+77 (SEWER) IE, 331.6 (EX, E L W) RI + -9010' 34o-3 IE= (NEW 8' S) IE: 3=6 333 3S c�c 5, C:� U_ C " U-) LA_ G-RAPHW SCE 20 40 ( IN') 1 inch = oo ft. %'-30' PVC I f— % ' f 334 334',./ '-18, PVC L @ -'/. 25,75' 3 40.0' WEST TRA PRIV, ACC SS CTYPE 1) CB # 6 (TYPE 2-48') W/ SOLID, LOCK LID RIM, 34D:8- 3401 IE+ _933.59 (18') 333.-70 SET OVER EX, PIPE I RAT L STA -0+02 (NEW R = 0+00 SEWER tLE -- EAST ROAD & SEWER " = 20' V: 1 " = 2' .ems.. N *',E 1 /4 TOWNZ>tlW Z N 21 �1,: , REVISIONS: LPER CITY INITIAL SECTION 17, REVIEW 11/1/01 2. PER CITY 2nel • R A N Lr_ 5 E. W.M. REVIEW 12/1101 f � RECORD DRAWM CERIFICATION These drawings conform to the Contractor's construction records. ey • Date: LZI e 4- Title/j +en: C w by City Date: A PROJECT ice: - - -F A . ; .01-- 00 3 9 These h( City ail conformance wit Date Ap RIP RAP OUTLE I IE= 337.4 1' PUBLIC I ESMT EXISTIM DITCH T LOCATED TO A IDSWALE / W# 2 17W 6' W I K GRATS— DITCM NEW STREET 15' PUBLIC RUNOFF DRAIN ESMTCU 40 Z �. k i W W °Ln Ln CL_ Z QD —:S�03LQ °0 0 ZNQ� o - W �- ° o z a) W ° � Q. W W WQ Z W 0 r U °,LAJ F- �d`1S ��G1 X 6/� LJ LLJ -v e --� C _ Q Q 0 �cr_ :> C-) o L-Lj Ct� CP w C) x cr_ \ C/� CL 40, UQ— m CTR: + 340,0 = L-Lj 42' BLACK VINYL U / CHAIN LINK FENCE ALL AROUND POND WITH 16' D 3)&E GATE t 12' WIDE GRAVE.` ACCESS (MIN 4` THICK CRUSHED) w a Cr o NST O ►�ol ACT B 00n IN / uj V) N A G E-�`'� / —� CL-06 Z 17 33 4 PROPOSED ROUTE EXIST, a A°.44 BITCH INTO -12 CONTOURS 18' PIPE Q ,.,,.. , DATE: 8 1 PVC / CB #5 (TYPE )1_110 o W/ FLOW CONTROL RISER SCALE: H: 1" = 20 W/ SOLID, LOCKING LID V: 1" = 2' DESIGN BY. JJJ 42' BLACK VINYL RIM, 341.0 CHAIN LINK FENCE IE, 335,0(SEE ALL AROUND POND DET SHT 7) DRWN. BY: JJJ WITH 16' DOUBLE GATE APP. BY - JOB No. DRAINAGE TRACT — EAST & WEST SCALE: 1 " = 20' SHEET OF 7— r REVISIONS: GENERAL CONSTRUCTION NOTES N Q _ i, PER CITY INITIAL Q N REVIEW 1112/01 1. THIS DEVELOPMENT PROJECT SHALL)CONFORM TO THE CITY OF AUBURN`S -�- w REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY , _ ¢ N �. PER 2nd g N V HIGH BLACK VINYL REVIEW 12/2/01 _. CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE Uj - TED C AIN LINK o 0 OWNER, ENGINEER AND THE CITY. v -- - ,PER :CITY AND MATER IALS SHALL CONFORM TO THE "WASHINGTON 345 a ❑ATED 1} a 345 345 0 0 345 � REVIEW 2/02 2. 717171 ALL WORKMANSHIP o - STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD ~ _ w w LL SPECI TIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" 1.2 'FREE ❑ARD 1,2 'FREE ❑A D 0 2000/LAr� EEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY I THE CI"i"'IPROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD - 1 M -- P❑ D TOP, 340,0 12' I" 340 CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS 340 15 " "�"` P❑ D TOPS 340,0 340 340 SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION.. Y --� 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START -- -- � FILL 1� I> , FILL , NEW PO ^ FILL Fi.l O ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253- ---- - - - "' �"' -3010 T SCHEDULE A MEETING. ,. TOM P❑ND� 35,0'-- 335 335 7� 335,0' , . 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE 335 _ _ _ - - 18.a _ ... T771.,,,r -- T OVERHEAD UTILITY LINES MAY NOT BE _ �. CONTRACTOR IS CAUTIONED THATT - W SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S �1LGH E�EtST., -- W � I RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF "-EXIST. G AIDE -� 7 WE ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED G ❑u DwaTER GROUND TE p _- BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND 330 330 RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS �n 330 - 330 _ � .0) p ; GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF •.., WASHINGTON RCW . PRIOR TO STARTING CONSTRUCTION, THE ( ) 0+00 0+50 1 +00 Z N Q N� SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY 0+00 0+50 1+00 , W -4-- CONTRACTOR �N LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). POND SECTION A -A (.EAST1WEST) POND SEC PON B-B (NOR TH fS ! i ry 5. PRIOR THE START OF CONSTRUCTION A PROPOSED ROUTE HORIZ: 1"=20' VER . 1 5 Q) SCHEDULEFORHAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO VERT. 1"=5" THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HALE. E A. ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE DESIGN DETENTION VOLUME: 8,232 CF (3) LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND DETENTION VOLUME: 5,615 CF 4 x4" POST ®6'-a" o.c. W 6. THE CONTRACTOR jr AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND AS BUILT Dt TEN TION VOLUME: w 2"x6" RAILS *. EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL AIL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR R w �o Z � 1 w 0 SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND "wo U ,.. Grp-• ` PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR -° NEGLIGENCE CONNECTED WITH THEM. 24" DIA. ROUND LOCKING SOLID COVER ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES MARKED "DRAIN" (PER CITY STD. ) �� �' Z g SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND _-�� !SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER, g Q`�G s -' ; N Q M f. � CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. X o v�yb��ls F��\ a- REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT, Uj -- L� EMBED POST IN ADDITIONAL CONSTRUCTION NOTES 12 I GROUND (TYP.) 1. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL LENGTH WITH STRAIG"T. UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORICI[NAL PAVEMENT SHALL BE PAINTED ki ASPHALT EMULSION (CSC-1). NOTE: ALL WOOD IS TO BE PRESSURE TREATED co 2. DOWER, CABLE,AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER Q J �u UTlt�Tl; (SEWER. WATER, STORM) OF FIVE FEET (5'). CONSER V. ESM T. RAIL F��CE DETAIL CL 3. ALL CONNECTIONS OF" SbR 2111 OR 35 PVC PIPE TO MANHOLES SHALL BE MADE f3Y USING PVC MANHOLE ADAPTERS \ NOT TO SCALE OR APPROVED EQUAL. 4. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, FOUR INCHES (4") MINIMUM UNDER, TO SIX p Cf) INCHES (6") MINIMUM OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL No. GEPT-3. � ~ '- a Us Z 5. PIPE TRENCH BACK FILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK Q Q WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. 0i ,- 1 SANITARY SEWER CONSTRUCTION NOTES �� PLAN T 24 N � � 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LIN SIDE PROPERTY BY A PRESSURE DESIGN STORM STORAGE ELEV TREATED 2 x 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE FEET (3'), THE LOWER END SHALL SCALE: 1 " = 2' 2 YR STORM, 337,44' 4,f1' 0 X HAVE A 2 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED 10 YR STORM, 338,06' -� TRAFFIC Y OW AND THE DEPTH TO THE SIDE SEWER OR TREE SHALL BE INDICA IN BLACK PAINT ON THE 2 x 4. 25 YR, ST❑RM, 338,74 7.5' 14' 12' 11.5' ��, (� � 100 YR STORM, 338J4' 16 12' �L! � 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. M\a O n 0 3 MIN 0'S, CEMENT CONC. PERT. CURB AND 1 0 5' Cl) 3. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF GUTTER (CITY STD. DST. STSW-2 = • 12" PVC CAP WITH . 2% 2% AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACK FILL RUBBER GASKET AND PAVEMENT RESTORATION. ROUND SELF-LOCKING SOLID COVER MPS M W . MARKED "DRAIN" OFFSET -SEE NOTE 2 qX U ( ) RIM EL.=341.0 �:1 •... . :. � r ^ PIPE SUPPORT(S): 3' x.090 GAUGE - STAINLESS STEEL SUPPORT BRACKET \ OFFSET TOP SLAB BOLTED OR IMBEDDED 2" IN WALL o . - ..._- - MIN. a AT MAX. 2' SPACING, MIN. 1 SUPPORT a 3" CLASS "B" ASPHALT CONCRETE PROPORTIONS PERCENT PERCENT 2" COMPACTED DEPTHS io Z `�.�' CRUSHED SURFACING TOP COURSE . • SWALE SEEDING BY WEIGHT PURITY GERMINATION OVERFLOW EL.=338.75 0 100 YR. WATER SURFACE 5" COMPACTED DEPTH CRUSHED SURFACING BASE COUSE' EL.=338.40 ADDITIONAL GRAVEL MAY BE REQUIRED �. SPIKE BENTGRASS 50% 98 .. .• '� (agrositis ex¢rata) `" "' 2nd ORIFICE: 3-1/4" DIA. Q DEPENDING ON SOIL CONDITIONS WESTERN MANNAGRASS 15% 98 rl� d 12" PVC RISER WITH p (glyceria occidentalis), RUBBER GASKET JOINTS CROSS SECTION W f N SHORTAWN FOXTAIL 15% 90 80 � p EL.=337.50 (12" x 12" x 12" TEE) PRIVATE ROADSq Q :., (alopecurus aegualis) +� 2nd ORIFICE: 3-1/3" DIA. ° '� 1G N.T.S. STAND. GALv. TENSAR GS-1 SAFETY v " SAWBEAK SEDGE 10% 98 90 STEEL LADDER/STEPS (carex stipata� ,� 0 12" O.C. / FENCE OR EQUAL _ Q 92 85 N '' ` N V 20' - PVC RECORD DRAWING CERTIFICATION ,Prslustris� 12 - 12" PVC � � Z ® 11,75% i 0.0% WETLAND SEED AND PLANT MIX -�► These drawings conform to the Contractor's �� r- r I.E.=335.0 12" construction records. J O m W WATERTIGHT CONNECTION " PVC Z �� �^ Q O 18 0, 18 By -� �- -� I �, PVC MANHOLE ADAPTER MIN. Date: r" ,'� Title/position:.PrR�1. z"N►GQ. -.- ORIFICE DIA.=1-7/8" = EL.-334.0 IL �,11=ill-11=1p1 III=1►i=111=111�11�►I�II��Ipll�ll= �11==11�11=111�11 �I�II�II�I�II IIIII�II Comfirm by C -- -Date: Q MAX. WATER SURFACE ALLOWABLE DISCHARGEt MIN, -.. 2 YR STORM 0,15 CFS GALVAN/ZED .•� - ., DATE: 8\O/O1 24» DEPTH 10 YR STORM, 0.39 CFS 25 YR STORM, 0.54 CFS *- WIRE . PROJECT REF: O� � �• SCALE: NA 100 YR ST❑RMi 0,71 CFS 3 (MIN) E e ---- RUBBER GASKET PLUG NOT These plans are approved for conformanc w' a. --- -- _ �\�---------------------------------1 WITH ORIFICE HOLE STEEL FENCE POSTS 1. CLIP FENCE TO GALV, WIRE the City of Auburn's Engineering Division DESIGN B: Lf 2. WIRE FENCE TO STEEL requirements. DRWN. BY ELEVA�`1'`�N FENCE POST APP. BY `�'� DEPTH-1.S' s Approved B DO NOT ATTACH TO TREES OR OTHER NATIVE VE VEGETATION PP Y ;�C40FILE No.6. 6.00 " CONTROL CATCH ,BASIN No. 5 TEMPORARY NGPE FENCE -_ - � Date Approved: � � Z `�� �� GRASS COVERED BOTTOM MWT TYPE H?-48' 'AND SIDES (SEE SPECS) NOT To SCALE TO BE USED ALONG SENSITIVE AREA BOUNDARY AS SHOWN ON PLANS) SCALE: 1 = 2 (- • � =max. BIUMTRATION SWALE N.T.S. ,. a t- i z+, s