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HomeMy WebLinkAbout05D1798a , I 2, h r: t z"�CONC.-,,,CURB PaCT -, z lz 5, Ala tl► DEPTH CAA A.C. PAVING 1-P'N G 2'/, SLOPS - DN p o a 06, 0 i o o 0 0 0 00 0 �- 0 o I III, I L LI I, lam; I I _� I; I_IL, - UTT- _I i Pti ,i , ,Ia ,I LO co4viPa,Cri:0 DF-PTH COMPACTED SUB -BASE ,�I M wus CRUSHED ROCK - _ CoR'NNr1JFO FIRM 0SOIL.s� - CURB & PIING SECTION NOT TO SCALE - T E CONSTRUCTION SEQUENCE 1. Al k within public righf-df-wdy shall be limited to strict time limits. f The time limits will be determined at the pre -construction meeting. 2. Schedule and attend a pre -construction meeting with the City of Auburn Officials, 3. Establish the lot corners and the clearing limits. 4. Install the filter fabric silt fence and the perimeter safety/security fence. The security fence shall be placed inside of the existing sidewalk to prevent pedestrian intrusion. 5. Begin the clearing and fine grading for parking and driveways. 6. As work progresses, ensure that no silt -laden runoff leaves the site. 7. Install the drainage and infiltration facilities. Notify the engineer prior to construction of the infiltration trenches. 8. Remove the existing sidewalk and curb to construct the new driveway. Remove the existing driveway and rebuild sidewalk. 9. Protect all new and existing catch basin inlets per City of Auburn Standard Detail DEV-7, as drainage construction progresses. 10. Remove all erosioontrol measures only as approved by the City inspector and updsubstantial completion of soil stabilization, including seeding and mulching, landscaping, paving and other methods. 13 W S N S' 1145 SECTION i,,l, dl{ t,t II�: --► �. -- ��lll����llt-��I'lll; n f-- COMPACT TO 95% — MIRAF 114011 t ILI E R ► AIIIRIC off toil Of ROCK s . > Ci,.� 0. n 3/4* - 1 t /2" WASI It, ` • •� U ..: • � 110c�c C il;?R A i r-► 2 ca � �j __6" SLOTILD PVC, \NITER -Tli S"), I"IE g1,5' lam' BF� --- .� ____• I 1w ° It�F 1l�TRATION _ 4 DAP I,�t�D W� WASHED 60u P�R� RA�-� �NoH • � I� ►�V�L . TR eb C(\TC H eASIN :"Z (NPF_ W/ SOLID LID RIM . e)S•O -t 5' III'• 8l. 5 (m') � o- Si _ MITY CON " Ill, NOT CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING . THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE FLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION. PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY y WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. __2:I .v, -_:�>11.>w - T SAW GuT p-'ctSi . CU R eA NG n ;.. REVISIONS: w 1 22ND —' �' ST tl n DYK�TR4 TINE A te` 14 21 N RAN & - E Z I _ IP M ST NNE 7 _ — _, PAR I Nf l o I to 2c.t wST l� 18 S _ - JJ � � � • • � �{ a =• N z. �I % `1S � T XE L ,.0 W 3 �•I `�� G'� - z _ .. .x 18TH ST I �' �t NE �- r r I j 1 I= 17TH ►... o ll L EG� L ��� I� PT"I D M 16AR1DE _ ¢ N 16TH ST NE NE DR IJJ NE � I � T I ■ 15TH ST NE .=rl i VtIVERvrEw 15TH T 76t LbC1� No 2 I GR,R ITS FIRS- I I NE � _ � „ naRTHN 114TH ST NE I DR CAST IROtJ INLET _ SLOPE PAVING cE - i W ° FRAME �! GRATE ADD I -T`10 • V Al)�R1J • � RD I f�IC� '{ 7i-l)✓ ( RrER W , i�i ----- ST NE i �. 'tip sE ;.' TO DRAIN ' Z z 13�E i rnl RIM: 84 . u � � RecoI�.1�D �l4T I�--IER.1=o�• Toc-�-i +�t✓f� W I �-1 I � 12TH � in Tl-I1\T IOF,-710�1 of 11--[F_ NO�H VZ OF �/f\CATCif) I e` �t- ST NEi �_ ,.' ,�3Tsr" FI 1 k L.OT 1 I _ f�LLs� l N I - 10TH 1= o SPs l7 1DTH T N � --- ST NE 9TH ST H ST E f�.SS>=S�ORS 1�I�MIN. E R CE l_ NC7 . J 8TH ST NE eT N 8TH ST WE l w scaon i r ��r PVC, SDR �S Q _ y . f . Z nM j sF N S4 C) 5 70 — W`-'i-,d — Ov I i� 2�I� T XE `� stn vL IE .S TO IN)FIL-i r S '5Tn ST XE ST �5•Y-E tA nn sr 1 N FDLMER T { h S WE zi'n 4F dye ���o III V 14TH ST WE r ����° g3�,iH Si W � _ Rv . — �tJRRT�-'� I �I, J �-- �� I n� D 4T - WE z = Z RD S7 WE N `�P lonn �v i �1 0 �y -t� + '� W I o M lyo s z I Z z 3RD ST '^ ,n HD�S-",TT r��,pVC-IFE c(LUBBER GASKFT low � _ � zN0 sT NEL z7� NE AL9 ST rC, (c ko o NE HS N 1ST ST NE 8 y E XE w N uE� I ` 1ST ST W MAIN 1 ST a E N °O -� 1YPE CATCH BASItJ G I I N 0E- Au E3 U RN D ATU (� cc z 1300 � ko Q00 w wl w W tw 1s7 Sr g n, N T ST SE I= x ,. . H F CF N-J L I I'JE- W � W N N N N W Ln - u T-- AT I - N I�yW N ' IT EI { 11 11 N Vl N r.i�T sue.. -» N Eyt 2ND ST SE �2 2ND � N � N� �r a CITY 5ET-4GHMKF-)e ; # O�J- M `ems ..! " „ h YI 4� ST - �) SE 4-% FT F 4TH �_ 5 E I BN . W CATCH- BASIN q V • orccrrrar r" r SE ,Wn' of i ST Si non 6TN ST E 1-+� i'r �-� .....w TUJ N �c 7TH � STD ~ SE nH ST S ST sE n 8TH ST SE " p,U 5 9T}1 = T SE \ T — — — r, CiPsTc," F1ASIN I �T` FtF a� 9THsTIsE" Kl . 8 4-. o IF- 81 �, PE,eF) V I Cr I Q twF"�f M& P w � z� w . milt �� �3 ti o 1r" NP,TI r Cal1GK-F(Ll. -•� o � Q }� � /ram C c o g5i6 C�MPAc]t�l�� &�QE L {vDTES Q ro P,su� 3�41) TD IT�2" WAshi�D N\(RAF( 3 < I�� �-1 L-TU R r R$ Rtc Q 7P,A1N► OC - r a ��0 Li a. All workmanship and materials shall conform to the City of �`�b�"` F �� W OD(vpr F, x e �b� w� G�tE Auburn's requirements and specifications. e. �." (�" Plc. Per=oR1�7F=�c� Pf F(�F `9 , - i-E 6L - b. Standard Plans and Specifications shall be."Washington State o ; , ?� Department of Transportation (WSDOT) Standard Specifications O — and Standard Plans for Road, Bridge and Municipal Construction" Z TO and City of Auburn Standard Details and Development Project \NkTER TR&-,r 521 Specifications. Z a a C. The Contractor is required to have a copy of Standard Construction I t�IT=-�L"RP,T1�N TFZF�IC.N PR�"`�-' Notes, Standard Details and Specifications available at the job site along with a copy of the approved development plans. >✓x�s� 3c�" d. A pre -construction meeting shall be required prior to any on -site coNs--r�;vc'�t` ` �� GH�,N t✓1�K � �x(�--1-E�pHo�.,� Rl�rfrz � work for all Public Facility Extension protects. TAI✓t_ Soles t=� N�k- �xisT�EP�totiE Q, WooD FENS e. Prior to startingconstruction, the Contractor shall call ONE -CALL ,r> (1-800-424-5555) for utility locations (wafer, sanitary sewer, storm sewer, gas, power, telephone and television). '"J [� . S 00 l 2 _ r 2 127 �3.4• W — ,x O . • ..To R III'. ` Ll�tJgSG'sPE I Z U) ' c0 FPePtc- F�-N NAIL- B E- z REQUIRE-D FOR T+-i I S S I Tom.. ISTIN t-ioL�sl= �xIST. stDr - EXISTING WAT 1R Ate To (�E REMO[DE►�U) T SE_WER S>✓�v ICJES ". lX v►" CONTIt-1UE, TO 5 USES o # 1160 E tI!9 � !' POND WILL_ NOT l p I R3 lL 1� • t Il1 y _ F 1NI• FL.- l✓l ��.4 (� t z 3. 1N1PC->Qvlvt�s SURFACE 84.2 (v ptlC SDR 35 3 "� �/� �• � R/00�F�Il/GUT!"ER DRfn,IQ Z d- _ INCRF-AS1 —7 ^ F• l_ KIN1. I �•ZTcii'V�../f"'CI E-- X .. I 1 `T I �.T .. (v41 lli In � � ' - r84.531 x P Q4 (� I" F� Isr. 1� • c� . � • '� � . 'I�C��- �ZAMP CHGP ��-�� Z" VP�UL.T- 1 � � � ,. ,s -• I IN EPA SH NLL (�E o � Cp � 11#F EEO PRIOR I sTaTLL I G °jCO ••_,' E•Xf51 - STREE . •• I N �=1 I_T� PrTI J ti �R.I-N CN F_ � J b ��k v FjQSi . C1JNC. SIDEW�IJ� LIGHT cJITI:-- GoNF1RN\ SOLI_ Su IITN RIL 1-r- I �`►1 w �'�J - F- �. SSI`MH OIL �.Pl ACC �XI { ►GP RIM >✓l_ ' 83. S �'' : + Jcc� r�Er�REsT SoIT.1T �S> E>(IST- L-A N DSC Alm STR I I -0 j _ �GRI�vE L� �1 NOTI� A CS�MN�> -l�cl Art- S(D� a e?AAW T eN s sSMN S WI R PF--2Mi 1- W il_L. 3c Rauii�EID ,� . wE2 C¢) f axIsFC8 a, o RIM: g3.o' IE HIORNNA-IF LOCATF-D , tz" way r>\i�IN n �, DATE: 1Q k26 91 . ST SE, _ . MCIN s,-. SCALE:" = 10' , • r NROJECT REF: Q 00 14- 1 9,. DESIGN BY Record Drawing Certification These drawings conform to the Contractor's These plans are approved for conformance with DRWN. BY:+ ,JJJ} x a5•h2 SPOT E-I--���T I Olv construction records. the City of Auburn s Engineering Division -- requirements. .��y.. APP. BY: • v5.z5 �'RoPOSE�� ei.:F.\1. C�Ir�I. SURF:) r e� c.1 To v lNC, CJo R _..,.,-., ij ' JOB No. , Date: -3 powURF GE DRRIiJAGG F--OW PNTCFR1J Approved By- Title/position:,,,,,_ ... LZuot^ CLsiTrR pPNItJ - (o" P\lC &, M N• i% -- -- / -, Confirmed by City Date: _-_ - C Date Approved:- 3 -0 • . , ... � 41F � k=1...TE-tZ t-AI;2)R1G SIL-T CONC. am GOMPOWCV0 2ii` 5•� 'JE.P(N Ca.ASS b L-AN G :- A.C. PAVING zZ SLOPE ON - p o 0 o n 00 0 o p0 11 L12-IIII;III,,lal,-;III;;;III,;III- Lo CemmaEa va_PT" COMPACTED sue -BASE *"MINUS CRUSHED ROCK (ok V�� IL--) CURB & PAVING SECTION NOT TO SCALE CONSTRUCTION SEQUENCE 1. All work within public right-of-way shall be limited to strict time limits. The time limits will be determined at the pre -construction meeting. 2. Schedule and attend a pre -construction meeting with the City of Aubum Officials. 3. Establish the lot comers and the clearing limits. 4. Install the filter fabric silt fence and the perimeter safety/security fence. The security fence shall be placed inside of the existing sidewalk to prevent pedestrian intrusion. 5. Begin the clearing and fine grading for parking and driveways. 6. As work progresses, ensure that no silt -laden runoff leaves the site. 7. Install the drainage and infiltration facilities. Notify the engineer prior to construction of the infiltration trenches. 8. Remove the existing sidewalk and curb to construct the new driveway. Remove the existing driveway and rebuild sidewalk. 9. Protect all new and existing catch basin inlets per City of Aubum Standard Detail DEV-7, as drainage construction progresses. 10. Remove all erosion control measures only as approved by the City inspector and upon substantial completion of soil stabilization, including seeding and mulching, landscaping, paving and other methods. S W E GRAPHIC SCALE 1 =10 10 20 30------ 40 fT. D GATCN eKaAW #Z (TIPI= W1 SOt_1r_> LAD Fu m : (b5.0 -± IF- E51.5 (-') e6 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING . THE LOCATION. DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES MHETHEP. SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION. PRIOR TO CONSTRUCTION. TIPS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF ME EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PIAINS ARE NOT GUARANTEED AND ARE SUB;ECT TO VARi4nON SE 1/4, SECTION 18, TOWNSHIP 21 N, RANGE 5 E, W.M. t A It iilii ?1 I 1 I11 it NA-ri VE- fit. F l;()WAC1 10 95Z Z 11115tAf 1 14011 MII R 1 AIN& ON I0P Or ROCK (� 0 O �, O - J/�" - 1 1/2- WASIRQ - -- 0 / ROCK (DRw �N ROt 1�� SLOT IEO Pvc, SOR 35. E., 91.5' T" til�I L_TRN-"0 N THE- ACvA N-rs, IL -no" It�IF�TTZA�'N DoEp S' Wk��ppp,iWROC.K. Lo 'FD 8 TReW__H - E W NT`R METERS Pau-= w/ W I RF_ - s�MM Bio- 10, C R%A-. 04.35 (ivy vilRe- IF 00aesswA (gy Po weA?l cA Llr%1vL.-.wn1 rcn� �%-, cg-D. DW G • 4 5TDtiJ - 1 SAW C.111T- CUP eANIG CAST r1011 WT rR1w & (MANE W. 84 -o' SLOPE P1IYMIG 10 Urm_2, 0 1sM P111C. SOR sS E - ,So • 117 wtr A' rVC-ItE W/cur ` AdWR ("ET .K%"IS CATCH BASIN No• I LEGAL PE 1PnDM - L-OT I I BLOCK. No- 0, M F-f� rrs FIRS ADD 1-no " . TO WOOR" ; A0-Z*UU I "S TU 7l-_ ReC kPi5D FLAT THEE (DF-= -10C-tT "f, -R WITH T}NAT MRVIO" OF THE N� /Z ©r VACATED pal t t=Y IN SAID e4ocJ< 2, P%Dsot 0l mG SAID LOT ASSffSSnR_:_> PARCEL_ i0- 54-8 5 70 - Oco40 - Ov - CL* RF_v,1T 517F_ ?_cD rNA I"& R 0 t IYI'E Z CAIC111 RAS11 C.IT11 OF AUBUR M - Mo1.I�rHt�.�-►r AT T+-4E C,EN"r�Rur..►E 0 F 2 rid 5T. SE- A.N D L " STRF.- F-T S� CITY E5E.I-4GHMRt)C : # Oq- M E_ I-a�-V AT ► O rJ : 8 (v . A-7 FT. I N Z Cri ram' C.Alt�ht B0,51 N # 1 CA-MA-1 ms K1 nn : Qj 4- . O Rtw MD E : V•S ((ou IF_ $1 ((,u PERF) 3 1 �t� a - u- DR►u�vY�iY �-- �• �I _Ilt lam` i�rly� �ACK•FIL.I.. --`� GoMpH�rrw.l) o � 1��, Tn 1`12, WASE-IEDI_iv\lf1^Fl FP,SRtG =' 4 ti7rZAI►.IR�Cx FIt_.TER 10" Pvc V[-E pd @ I=F.YEt__ Q2 MIN. -M ~MR TR&,F_ 521 _ �� I NFI LTR,P+T��J TRE�r`� PRO►=-1 LF fix. IL�_WH�R MRINW ~ w ST-�- SE LE_ Gam. W 0 x 8s .tt 2 F-"c I SD KJC­ SEAT t=- 1. �l qT I o►� • g5. Z a PROPOSED sa oT (✓L� V . (F 1 r\I . SuRF) z -- -- �- - Eac1!51 INCH CONATOOR - �- SURH'-,C-F- DRIAINAC�E FLOW FF1\Tr -, W -------r---- RooF/C-LM- R PFkNIN - 40" F4C- @ MIN- 1% F-ILMR F-At+aRIC- SILT FehACr.ISM-DST �xlsr. TEt.E.R-Ior�E RI�IZ �x i ,5T -rE F_ vquLT � T $3.4' I �1:_�_ � L.FL.'TER_Fhe'KtLTF��R G►iY SiDpr-7. *V'(P--- LI ------ 1 50 ----_� 1 LIGN r v IC I W IT`E Mom` J.T.S. itEVtSK*M- - "PQ E v1G (3 Ir W`'C13 q) � 1 to W -4 E: M O I o Z00 Aao b Cq --. W �a,�aee o o W W fr QW W z W S 71 � o a. All workmanship and materials shall conform to the City of ��d `1 X Auburn's requirements and specifications. ^ b St d d PI nd S fcat' h II be "Washin ton State an ar ans a pecl 1 Ions s a g Department of Transportation (WSDOT) Standard Specifications U 4 and Standard Plans for Road, Bridge and Municipal Construction" Z and City of Aubum Standard Details and Development Project -- Specifications. C. The Contractor is required to have a copy of Standard Construction f Notes, Standard Details and Specifications available at the job site along with a copy of the approved development plans. d. A pre -construction meeting shall be required prior to any on -site work for all Public Facility Extension projects. e. Prior to starting construction, the Contractor shall call ONE -CALL (1-800-424-5555) for utility locations (wafer, sanitary sewer. storm Z W sewer, gas, power, telephone and television). pq- QtI NUTS wo C->RND1WC_, WILA_ BE - REQUIRED FOR THis SITE . 2 Ex ISTI N& WATF-R pip SEWER sERv 10E5 W I w C-ONTI►.1 OF - TO f5E__ USE.D P.ND Val 1LL NOT t[-_- DIs"fUR5E.D . 3. IMFF_R\J100-_- SURFACE INCPT -ASE : 1741 S.F. NCT-F- : ENGnINEE-R SHP L. 3F_ NCTI FIE ✓p PRIOR TO 1KAS W L►Qc,. _ i�ti--ILTRPrnDt1-1 TT�I�NCNF_5 TZD SITI✓ C_oN1=t iZN� Sett_ Su tT� BI I-lTi , -131ENCNN1A,Wc.: SSMH * P010-oZ R 1 Iv& T - : 83. S' i i! 0T-F : PS CGSM WAE-RQ 1 k_ S I D s s-slnlf I �.w�r2 PIFRlAI_I- wILL- BE REc-'�uIRE V Rim: Ss. o' I H`1 D RI P-r LOCATF-D PC4ZOSJ- (NO R7N E . Mki N sr. Record Drawing Certification These drawings conform to the Contractor's construction records. By:_ Date:- Title/position. Confirmed by City Ir'1'''1,I,I,�It�tlt�llr�ili 1111611liplr i�lfl�rlr�1�1 If�f�1�II1�1I111II�II��III�I�1111i�IlI�tII�1Ir �I�tII�I�I�IItIlII�111�111�lltllll�Ill�tll�l 1 I I�III�II1�1111111�III�tII�t1111 '1 Help 'l M� •h 0�� `�lin� •�` il" 0�` nnnn �m iin un S11 =1 `�`m -fi t�tt�w�n MIM Ilggplll �9 r I fl �` w n un uu un uo nt un rm un � uo no o� uu un mt Ittt t qll Inl nil Illlllnl IIII 1111 f1�N Itlllllq IIIIIIII Date. E PROJECT REF: BL D 001.4- c These plans are approved for conformance with the City of Auburn s Engineering Division requirements 014M Approved ---- Date Approved: 3 - --- o w� w 0 W LL W W � p C4 Cq 0 Cq 7 J a DATE: - 10 26 98 SCALE: 1 " = 10, DESIGN BY: JJJ DRWN. BY: JJJ - APP. BY: JOB No- SHEET 1 _ OF 1 _ 06ID1798