Loading...
HomeMy WebLinkAboutE 8612031437EUD FOR RUN AT REQUT N After recording, mail to: Renton Village Company 830 Logan Building Seattle, Washington 98101 RE C t' ",-I j; i o I' .JAY ICC , - - T Easement Agreement For and in consideration of valuable consideration, the receipt and sufficiency of which is hereby acknowledged, this Easement Agreement ("Agreement") is made this p day of CIT013cfl'L._ 1986, by and between Renton Village Company, a Washington general partnership ("Grantor"), and the City of C') Renton, a municipal corporation of King County, Washington Grantee"). 1. Definitions. Whenever used in this Agreement, the following terms shall have the following specified meanings: 1.1 "Drain" means that certain interceptor storm drain, including all pipes, manholes, drains, connecting drains, piles, connections, extensions and appurtenant struc- tures and other items, as further described in the attached Exhibit A, located in and under the Right -of -Way. 1.2 "Property" means the real property described in the attached Exhibit B; provided that Grantor may enlarge, diminish or otherwise change the Property at any time so long as such change does not prohibit maintenance, repair or recon- struction of the Drain as described in paragraph 3. Upon any such change, the parties shall record an amended Exhibit B which designates such change. 1.3 "Right -of -Way" means the real property described in the attached Exhibit C, or such other real property as may be substituted for the Right -of -Way pursuant to paragraph 4. 2. Grant. Grantor hereby conveys and quit claims to Grantee a nonexclusive easement to: a) locate and maintain the Drain in and under the Right -of -Way during the Term; and b) to enter upon the Property during the Term, at reasonable times and in a reasonable manner, if and to the extent necessary to maintain, repair or reconstruct the Drain. K rt, -s Divisic 100686/7256K 3. Maintenance and Repair. 3.1 Grantee's Maintenance and Repair Obligation. Except to the extent set forth in paragraph 3.2, during the Term, Grantee shall maintain, repair, or reconstruct the Drain c7' as necessary to keep it in good condition and state of repair and functioning properly for the purpose for which it was in- tended. Such maintenance, repair, or reconstruction shall be accomplished in a manner that does not damage or disturb any and all other property or improvements existing on or adjacent to the Property. In the event any such property or improve- ments are damaged or disturbed by such maintenance, repair, reconstruction or other acts or omissions of Grantee, Grantee shall repair, restore or replace them to as good a condition as they were immediately before the Property was entered upon by Grantee. Except in the case of emergencies, Grantee shall give Grantor reasonable advance written notice of any such entry, maintenance, repair or reconstruction. 3.2 Grantor's Temporary Maintenance Obligation. Grantor shall assume, on behalf of Grantee, certain of the maintenance (but not repair) obligations set forth in para- graph 3.1 for a period of three (3) years from the commencement of this Agreement. Such maintenance obligations shall consist of maintaining the Drain as necessary to keep it in good condi- tion and functioning properly for the purpose for which it was intended; provided, however, that this paragraph 3.2 shall not impose any duty on Grantor to repair or reconstruct the Drain. 4. Grantor's Use. Grantor reserves and shall have all rights to use and enjoy the Property and the Right-of-way to the extent such use does not prohibit maintenance, repair or reconstruction of the Drain. Without limiting the generality of the foregoing, Grantor shall have the right to relocate the Drain; provided that (a) any such relocation shall be to an area where the Drain may perform the same functions as in its existing location; (b) Grantor bears the cost of such reloca- tion, and (c) upon such relocation, the Right -of -Way shall be changed as necessary to incorporate such new location, and the parties shall record an amended Exhibit C designating the new location of the Right -of -Way. 5. Indemnification. Grantee shall defend, indemnify and hold harmless Grantor, its successors, assigns, legal repre- sentatives and venturers, and their respective directors, offi- cers, employees, agents and representatives (the "Indemnitees") from and against any and all claims, losses, harm, costs, lia- bilities, damages and expenses (including, but not limited to, reasonable attorneys' fees) (the "Losses") arising out of or in connection with Grantee's exercise of, or failure to exercise 2- r 100686/7256K its rights or perform its obligations under this Agreement. To the fullest extent permitted by applicable law, this paragraph 5 shall apply regardless of any act, omission, negligence, strict liability or product liability of the Indemnitees; provided that this paragraph five shall not apply to the extent any Loss arises out of Grantor's negligence. Without limiting the generality of the foregoing, Grantee assumes potential liability for actions brought by Grantee's 7e agents, servants, employees or contractors. This paragraph 5, C,) and any other provision of this Agreement which may reasonably 11 be construed as surviving the expiration of the Term, shall r4 survive the expiration of the Term. r C 2 6. Successors and Assigns. Grantee shall not assign its rights under this Agreement without the prior written consent of Grantor (which consent shall not be unreasonably withheld). Subject to the immediately preceding sentence, the rights and obligations of the parties under this Agreement shall inure to the benefit of and be binding upon their respective successors and assigns. 7. Title. The rights granted by this Agreement are sub- ject to permits, licenses and easements (if any) heretofore granted by Grantor affecting the Property and the Right -of - Way. Grantor does not warrant title to the Property and the Right -of -Way and shall not be liable for defects thereto or failure thereof . 8. Term. The term of the date of this Agreement when the Drain is no longer which it was intended. Grantor: Renton Village Company JamT, dy jo Join ntur nager this Agreement shall commence on and shall automatically terminate used or useful for the purpose for 0 Grantee: The City of Renton By ' rah wzw40b Its Barbara_Y._Shinpoch, Mayor ATTEST: _ g Maxine E. Motor CMC City Clerk /1-P-0 —er-6 r 100686/7256K STATE OF WASHINGTON ) s s . COUNTY OF 1 l tJG ) On this 50 if day of 0C_T03F_/\ , 1986, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared James Eddy Warjone, to me known to be the Joint Venture Manager of Renton Village Company, who acknowledged the said instrument to be the free and and voluntary act and deed of said partner- ship, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and'y64,,:in this certificate above written. NOTARY PUBLIC in and for the State of Washington, residing at ZffU22NOO My appointment expires /o -/a47 STATE OF WASHINGTON ) ss. COUNTY OF ) On this day of Nooe_ rl v , 1986, before me, the undersigned, a Notary Public in and for the State of ashington, duly commissioned and sworn, personally appeared to me known to be the C; of The City of Renton who ac owledge the said irotrumerit to be the free and and volun- tary act and deed of said corporation, for the uses and pur- poses therein mentioned, and on oath stated that he/she is authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. 7 2 S 6 K NOTARY P LIC in and for the to .e of Wash n ton, res idinc at' My appointment expires I "' 4- 861200"1437 1 8612031437 oQO Ilk. d yo O 'Q VICINITY MIP A, B- it 2-83 (°l. go'aIiJA:--il ! Q =:11 C Final- Ma aq - r 7.. 40 35 30 25 20 ( YNl7C' 0 AC/ 15 0+00 1+00 2+00 3+00 4+00 5.00 7 8+00 7.00 8+00 YN+1 pfl 1 wL[/bY OC/)iON LV H/Nh10ll / LEGEND I C0U/AICrOR JN/rt ffLO rti LOCAIC 0 OJU fPvfl.YKl/!NJ Iw rlY JI 0!e ///C nrliwcv! I 1 ciYvivw atf f• 1. e•• ro/rYR 1p!( UNOUGROU O Y/U(1 8 Ig ew/(o Airno n urr/naYJ r • b wR.eNR L/ r PIPE CLASS i BEDDING SCHEDULE r s 1.=.. i...n. .e I . ..• ei.•. r•a,.• y 1•- wl r 11 < n- am •cY " a o ni a- ri- b s.m . •+m c nm .• rw u c M'JL hCP W •110 IL r! ////RO! It I. fLW/R/11M m 9+00 10+00 11.00 12+00 13+00 TALBOT ROAD SO, N/LN NX( L L/NlJ R[ttf P/It /L/GNf NLN/J!l J t0 L MN+SA I` 1 8612031437 1 wL[/bY LEGEND C!_ Lmec 11 nur -11 — rti 1 I J/N//IR/ J!N!R nrliwcv! GLrrw a/J/N f• 1. e•• ro/rYR 1p!( UNOUGROU O Y/U(1 4 r4_^ _[ rurwe [oNrowR[ R0/[R1Y LJNf ANO /1LWUNlN1J r4 dLMKo /YPc /lrKn r PIPE CLASS i BEDDING SCHEDULE r s 1.=.. i...n. .e I . ..• ei.•. r•a,.• y 1•- wl r 11 < n- am •cY " a o ni a- ri- b s.m . •+m c nm .• rw u c t cc 9+00 10+00 11.00 12+00 13+00 TALBOT ROAD SO, N/LN NX( L L/NlJ R[ttf P/It /L/GNf NLN/J!l J t0 L MN+SA I` 1 1 tlj 40 rti 1 I NVuL+ 35 MIA L141z21r1, 3025 JUN/ 4GY1lV'I % '/N •lO10 N • /L G P R O F I L E SCALE Horizonlat T 50' Varticat T-$' L lgym'. Yr 20 JNH/ a0/JON J CJHP tL/!w/.tlN V • /eL JU//OR/!O S 15roTc •. ae r r •..e er..ni..•. 1 ) r Lee. 1 sur ••.0 ••'^e` vre •r 1. n +n TH(J .xVh(N? I SCALE: 1- ° 60 Za,CW1041 JrA NCplMO/ NA,(J r d4,'nllrhpN rroN 1/ JGL t,Ij N/A I fm fa L11 JJJ Il SCALE: -- 10 a/fn nN •t prmM I IJ/tl GJJ Ibm C(w/(.i nw •J ..F 4- J.J+e1 f t) 44JJ/GJ /p N/fA nr •1lw f/t' N e1 Jel Gsp/il/p f(N/!n nw •J o+ f LO' e.OJ,J IJJ Jl IGO, JX /J I /1 nw •L/ r41 Jf J(GN. /O LIO, JJI Ip f inn Aew Gn/ 1—we//0N N•YJ/ 4,I all 4114 8612031437 NOTES J S 0 F aa a - 1 nlNJON Y/((/Lr ILIC! ' - /NrlrJKmy 4v.1a* rllCGlff //ff/? CONTROL, BORING 8 OVERHEAD WIRE PLAN Ja.d r// y.Irvr le crr. MANHOLE SCHEDULEp4u4exn e(4G/1ni/% IA/A tlPt nNdxav A.ru ' ie•O lYN Ix ttlo. ]n Y V1 M -YJ. T]T[ [ slit []r9 RarY [LLs [vntw NMt I4d, !61 /NI/•f! 1 4 rVIYOIM AffJt.I x rs, i]N )II ' tow • ]t rA]'/4faY' JO w.x TL]h .W I / iL (( GLWNICI/ON Mrciifr//.fr r•LLMC / s , rT/'. <rri lolrsrw AN'/nN P I'ACClJJ /[b! M' Q'Kr fN/l ACS !.l/Jf GJM/ 9s 1• Is. Tt 1' tY/.IAOY!!l l/JO` st w) i). st :x tct w xs9 9i T• fL'Jre! Y• CMI p rl J)V HI 4A -ll/J/ [ • rta ),p 11 I.s t • Is n9 a.] 21 .1 i psi 11 //CCYV rn, 9 09 MH+2 d/A., e / OOV R!/'IOYIO '.J• Ci' ra nv), T. yr 11 xa t _ . ai it ....e ro.S fi - I .tfnovr /inr mewy, -- /y %N•O 1pNNrr, .c ar.a rrx I] ,r• n„x, nx.. x9.s w; !!'Ixtil s -SN.• !/!/J ' MN16C 1e"/NC/v/ 3 ,r.a ,. s.xe ..x. 211 J/NJ- _ •'C MN1/C MNIl6 21 11'/uu,/r mM run Lxif! MHs4 x ff.J^ N fl .flJ (J/(NJ/AV G. r CB -1 FRAME, COVER, d GRATE SCHEDULE p <pNlnfn //I! n i n nn !pu ( / Jrr .wry i N JNr.• JCY/O COYLiI END VIEW -DEBRIS RARRIER MANHOLE SECTIONAL PLANS .. x t : 7 t,Ij SCALE: -- 10 JLL Nd[ lMl 1 MHit rllCGlff //ff/? CONTROL, BORING 8 OVERHEAD WIRE PLAN Ja.d r// y.Irvr le crr. MANHOLE SCHEDULEp4u4exn e(4G/1ni/% IA/A tlPt nNdxav A.ru ' ie•O lYN Ix ttlo. ]n Y V1 M -YJ. T]T[ [ slit []r9 RarY [LLs [vntw NMt I4d, !61 /NI/•f! 1 4 rVIYOIM AffJt.I x rs, i]N )II ' tow • ]t rA]'/4faY' JO w.x TL]h .W I / iL (( GLWNICI/ON Mrciifr//.fr r•LLMC / s , rT/'. <rri lolrsrw AN'/nN P I'ACClJJ /[b! M' Q'Kr fN/l ACS !.l/Jf GJM/ 9s 1• Is. Tt 1' tY/.IAOY!!l l/JO` st w) i). st :x tct w xs9 9i T• fL'Jre! Y• CMI p rl J)V HI 4A -ll/J/ [ • rta ),p 11 I.s t • Is n9 a.] 21 .1 i psi 11 //CCYV rn, 9 09 MH+2 d/A., e / OOV R!/'IOYIO '.J• Ci' ra nv), T. yr 11 xa t _ . ai it ....e ro.S fi - I .tfnovr /inr mewy, -- /y %N•O 1pNNrr, .c ar.a rrx I] ,r• n„x, nx.. x9.s w; !!'Ixtil s -SN.• !/!/J ' MN16C 1e"/NC/v/ 3 ,r.a ,. s.xe ..x. 211 J/NJ- _ •'C MN1/C MNIl6 21 11'/uu,/r mM run Lxif! MHs4 x ff.J^ N fl .flJ (J/(NJ/AV G. r CB -1 FRAME, COVER, d GRATE SCHEDULE p <pNlnfn //I! n i n nn !pu ( / Jrr .wry i N JNr.• JCY/O COYLiI END VIEW -DEBRIS RARRIER MANHOLE SECTIONAL PLANS .. x t : E X H I B I T I C— That portion of the Northeast 1/4 of Section 19, Township 23 North, Rance 5 cast, more particularly described as follows: Commencine at the intersection of the North Right -of -Way Line of S. Penton viliaae PI. and the west Right -of -Way Line of Talbot Road South (State Road 5151; Thence North 02'36157" East a distance of 423.61 feet to the True Point of e n., n Thence North 08'20'53" East a distance of 1C.; feet; en e Ncrtn E 44'02" v, est a diS'a,_E o 5C.^ eet. South 2C 5, rest _ Stance o` 1 C e e t TIN Thence South 2'36'57" West a distance of 383.61 feet; C"7 Thence North 89'44'02" West a distance of 819.0 feet; Gr7 Thence South 0'15'58" west a distance of 25.0 feet; Thence South 89"44102" East a distance of 8=4.0 feet; Tnence Ncrth 2'36'57" East a distance of 357.61 feet• Tner,c South 8-9'41 East a distance o 2- .9E Teet tG the West oht-Of- Wei Line of Talbot Road Scut^ State Road 515): Thence alone said right of way line North 36'57" Eas*_ a distance of 51.0 feet "- enc the Tr,,e no_nt c, Be nn_nc 8GIZO31437 00 0 iCilrl7- c U vor >v .rau T p' SITE O ilALI VICINITY M P As &,Il 2-83 e twnN. wnn npen xa4Yx)000 ! ANA 2 to- N07f 00 NOT JC/Lf f?ON PHOTO rLAN MH+68 all:._, aa•.« ,..;;... •...,-• W. ,,..^ .,.. ric /}`' ' C = li``• 'ryr,-tr. tri-+-;i:.V.,C;.,t,.•. _• •I: 1 w t /. e I j' Scale: TL so, 11 owl x•,c tc 1 • , F , I • ,0 Ja 40 35 30 25 20 fxiJ7 15 0+00 1+00 2+00 3+00 t . ,•x -. , fig -r+ Af A•tis + :=i a r ,p.. vi'.rls'v am I•• PLAN 4+00 5+00 6+00 7+00 8612031437 LJH/. hIGT/• L'oN.uluroN LEGEND CJTfP caww'V4I1L0 JTf(L a —GAJ L/we JANiT.s.Tr Jlwf/r 7fL!/NON! o.. CAJCN GAJ/N o.• Po/v!A POL! 17 UNOfdG?OUND eUfT o.. /,lNNou fiTf NrO.riNT O/TCN O/AfCT/ON Of fC0/J LX/Jr/A.0 CONTO!//7J a---/W0A,1Arr L/Nf ANO MONL/HfNTJ fOAO' CENlfiT!/NE LYAM/L LJ L! JfCT/OlV NUHOf?/,{K. TYJ71— JECT/ON e"`. rr'.. r`.... „ ewe. JLrra.v ,rnt f .idr . ; :`•.. PIPE CLASS & BEDDING SCHEDULE P 1pe Lneat ioo)Sutlon 18•1 0.00 to -0.19 72^ 0-10 to 2+20 72- 2.20 to 2.92 72•• 2+92to 5.60 72•' Malrnq 72" 6.20 to MM 1A 12" 1@ 1 12- Y9 12•• ml 60"a12" owl x•,c tc 1 • , F , I • ,0 Ja 40 35 30 25 20 fxiJ7 15 0+00 1+00 2+00 3+00 t . ,•x -. , fig -r+ Af A•tis + :=i a r ,p.. vi'.rls'v am I•• PLAN 4+00 5+00 6+00 7+00 8612031437 LJH/. hIGT/• L'oN.uluroN LEGEND CJTfP caww'V4I1L0 JTf(L a —GAJ L/we JANiT.s.Tr Jlwf/r 7fL!/NON! o.. CAJCN GAJ/N o.• Po/v!A POL! 17 UNOfdG?OUND eUfT o.. /,lNNou fiTf NrO.riNT O/TCN O/AfCT/ON Of fC0/J LX/Jr/A.0 CONTO!//7J a---/W0A,1Arr L/Nf ANO MONL/HfNTJ fOAO' CENlfiT!/NE LYAM/L LJ L! JfCT/OlV NUHOf?/,{K. TYJ71— JECT/ON e"`. rr'.. r`.... „ ewe. JLrra.v ,rnt f .idr . ; :`•.. PIPE CLASS & BEDDING SCHEDULE P 1pe Lneat ioo)Sutlon 18•1 0.00 to -0.19 72^ 0-10 to 2+20 72- 2.20 to 2.92 72•• 2+92to 5.60 72•' 5.80 to 6.20 72" 6.20 to MM 1A 12" 1@ 1 12- Y9 12•• ml 60"a12" Y6 6 18" YR 6 15' la 6 12- Im 6 1:- C9_ I - r Mw •4 ID MM4 8+00 9+00 10+00 11+00 d"jd TLP L -/NV • l7JOIJ. 6 71. V61 • /6 71 (A/'//f OX flfV- COVALLCAM Al f/ELO LIL7C.TWAT) 71 • J'.O/ NY I//I- J 012 Y. v / NA, \ /N4• za *Z JUP1/' 150770/ JUMP 1107740of t0.9" `-/NV •ZO2V IAW r /15.6 -.. L P/Pf j /'1ANN0l fJ 1AfLI P/L!_ JUPPOiT/f0 _ I Jff JNffTJ .J / _f P R O F I L E SCALE Horizontal 1- 50' Vertical: 1" 5• PiM Type ..d Clew. Srddin` RCP 11 C RCP II C RCP III C MH+1 AIM'IM"al RCP iii C' RCP 11 C RCP III N/GN (/OCT,IGL L/NfJ MH+2 LOCe7/ON O/ MANHOLE J RCP III C F RCP III C RCP It' J M/ MH+3 r MH04A C MHttS Mf JfJNEfI 35 CLVrAdCrOT J//eLL f1&,0 CC.G4 W ¢ G.Aa 29.2Cfl F - Oedn.f C OC.UL fX/IT >I " ACP 1-MaT 70 OTNGT CLWIJiTUCT/oNI i 0 -_ l O Q C Jde .rAf r 30 a/ --ilO{f? ///( v fr/JT 60- ir• -} J - ICXCAI%Il/ON L/P//tJ b 71 ti NY•IZJ i 20 CJHP EXTlNJ/ON l NOTES 15 6 G&-flW !!7/!/714r I' 2. See Sbret 2 for datum •od bommm.l rnnln 1 Srr aChrd.lr tnlw •nrrt for Ptpr cl.•nrn O Il UNNA17wN flfYA7/Ow'J Wdd loR rrQu trrmCwl t. 1 C"A"S 1. b Station 12.16 .n•e11 eat rad norlcoat all( 2 (ret Id, of pipe •.11 before .11,P_ to h ral w[IwR Itr.de. S. 12 -leen CSYP cu1—rl. r 60-1-11 drainTntn.., wn.0 br tnwt.11re . Ro.- NJTALL /Z"CJMP 5 7c/.v 6TwOf-JC[tof TO O?e/N W fX/J7 CD I III O'er t rY • ir• I1 d"jd TLP L -/NV • l7JOIJ. 6 71. V61 • /6 71 (A/'//f OX flfV- COVALLCAM Al f/ELO LIL7C.TWAT) 71 • J'.O/ NY I//I- J 012 Y. v / NA, \ /N4• za *Z JUP1/' 150770/ JUMP 1107740of t0.9" `-/NV •ZO2V IAW r /15.6 -.. L P/Pf j /'1ANN0l fJ 1AfLI P/L!_ JUPPOiT/f0 _ I Jff JNffTJ .J / _f P R O F I L E SCALE Horizontal 1- 50' Vertical: 1" 5• PiM Type ..d Clew. Srddin` RCP 11 C RCP II C RCP III C RCP III 8 RCP iii C' RCP 11 C RCP III C CSKP/D. 06' F RCP III C CS41,110.109'- F RCP III C RCP It' C CSYP/0.061" r RCP Ill C Iter s rite 35 CAPS I 12+00 13+00 CES SHED „ . G4Wh .'i:. of SE ze ex . on Y n. i 6.3900/ z SHEET 1 4 TALBOT ROAD SQ IT C F r t» MH+6A 1 CL i^ I WCcc ca CL a E Uc_j O zLL 01-000 40 W 0 - A(0 ` L O W Ga 35CC.G4 W ¢ G.Aa 29.2Cfl F - Oedn.f w J L /yCY• Q C Jde .rAf r 30 fr/JT 60- ir• -} J - 2J I d't71 NY•IZJ 20 CJHP EXTlNJ/ON l NOTES 15 1. tnwlee PlP• dla.,.•trrw .ham I' 2. See Sbret 2 for datum •od bommm.l rnnln 1. Srr aChrd.lr tnlw •nrrt for Ptpr cl.•nrn n.. Wdd loR rrQu trrmCwl t. 1. e r tr fern St •t tunYtn..um piPIS". Station 12.16 .n•e11 eat rad norlcoat all( 2 (ret Id, of pipe •.11 before .11,P_ to h ral w[IwR Itr.de. S. 12 -leen CSYP cu1—rl. r 60-1-11 drainTntn.., wn.0 br tnwt.11re . Ro.- 60-lnrn pipe and at • .1 up• of O.S PerCr L[tn a. r"ulred. en CES SHED „ . G4Wh .'i:. of SE ze ex . on Y n. i 6.3900/ z SHEET 1 4 C 0 IT C W U r t» Q Z_ 3 CL Q WCcc ca CL a E Uc_j O zLL 01-000 CMU)z m W 0 - Z C NJL O W Ga a 0 W ¢ F - Z 0 w J Q C CES SHED „ . G4Wh .'i:. of SE ze ex . on Y n. i 6.3900/ z SHEET 1 4 8612031437 DA7UH /fCAJ r J/ f7 GL.vC/+MAR/T !OC•/T/OA/J•-' tt _f'r!'!7 J7 / WLJ7 P?O/7R7Y /Jw'G.f rlj CO.TNlR M0NU1TfN1J I N B "JB 17 •f J!f PlAN OLIOW/ I 1a1.4%/0/V J%A NCOOAD/. VA7CJ f1 t N/liTJl C7/O.V f10A' N/A 17I 166. SZ 640, JJJI. 76) • e J750 k'!J,' ,STD/LR1Y rill N/A //1 !10 A5 f LJ7 J.7J" 17 SCALE: 1"=50 l.LI7 P,TGP'liT7r COR N/A /71 1,/7 J! ! 660 ZN !L j flNlfT MN'T - O. /J ' CfA ZSfA7N'1 0+0.9 LA9 ! /7t IS/ /LJJ, J[7 db 5 5 t C!A'/!/7 f7N 'J .,•. G !'" JrJ1 BJ Ll f2 L7 / GJJ rLJ 10 1 Z NOTt it shall n, tnr c,mlra,-L,.r . CCA'TfiT HN -0- 7, J463 /17 •t•/7GJ /GLO,/GJ 719 n• j hilili d,.2.•rn..n. a„• ••,,..rn.•ad rv•-r lin•-. {•nor t.• CLN7fR /yN 'S cvr f G0' 6+O77J /lf AJJ 71 /, LLO, ZJG /J crn.tn• and fn ..Tp1. .Ile. at. 1'C/U.GL(K7f palrlioo«n r.•qu nts.- Tnr v^ rr 407 MN'LA //+L1. 71 /l C//. /O CGGO, ISJ, IO Q I --n- inirrnatlnn civ -n n,r.nn is t„- tb.- omt rare .r'.. cr•.- AJ CONNCC!/ON f1./B.1/ !7•! B//!1 7, GL0, JfK. 7 _ y yratnlnrmall,•n only. elraranres ` 4 noanla r Ialculated «Irvat tons based lI-A •ll \ n ,nd,tlnn. at time of (i - Id survey d anal not dir- n»a-unr»•nt>. IFS• ClIA.tL.I/Cf/ r 4 0 = el CLIf/NC LOC.4716WJ P17aalR L/Nff 0 d 1 W 0 IRNCAD j PoW!/T[/.vf3 iter) I [ cr or N•/rII;7. s/ B ; tyN 1 60Y WVIAI L•Gao. rel G+ 1F 41' C U/TAA/ff ! /30'C!!A?ANCf jB• C(UiTA.4Yf 41' C(Le41WCC 4 l,j,,-C// ` 1 yl ^ Ne1's•or•,v\\ \ 1 "•Av1 ut" '' 11 iYt..•' JW63 ,Irom\ m LJJ'_ r - if CLIAR.VCf IOU III'1t'a w- i+_ NQY 'O1 -/ate 0AY /KM' uv b WfJ/ PAO/ COr7 __-- -__ •Arf /ifLY COR Lely VAN a- - - -- - - I RlNTO,4/ Y/fLA6! /f.IC'e -` /N7f?JfCr/0A1 M0,40 CONTROL, BORING & OVERHEAD WIRE PLAN afocaauT AiTl, MHf 1 MHf2 f dA'OC/f O!? /ZK O /fw 1' AfY -CX .LGOs'ffUTUiTf /e" f l f r A!/ffFCONNICI/ON MHt6C F JIS- RCP t 5 1!'d NICU! AGY7A'f SCALE: - 10 O V Cr i e Q% OJ COAliTAI/D? TO cr O lOCA7/OA/- JLC NOT! Jwr / MHf 1 MHf2 JIfPJ MHO 4B MHt4 Accf1J AGovi Jlf/7 41 'An. MH,04C 20• fr/!l /7` I 1 1 - - aw JO 70 AA'6YN'4N/7 RI'F F A&Z41ff AS'Q%R!' O.f!/N• 'Mans O!/r W104h, all A-NO[',Y OUr AGO/'! fl 1750 TO ,ra- Of WACf -/ 0,-Xaur /af fUTU?f v- t+"d.ICYYJl MHtf 61G MH4& zI"AC•CfJJ Ar/rrfPJ rP LY 1lAa l l' fxArr /e - c,rfsi f/LCD LAC'/7l) NH B se" p +r+v y C 7 -[Tf/YOl/f Af/C+f C Lr"cnP ltrfaJaN ry fAYJr CJHP Fb / /J•4M fALN/l/lf0 CONNECT/OA/ f0? /1-CJHP Al"01/7 AM IWA MAC JO O /fw 1' AfY -CX .LGOs'f i 11-/7fH0lL! l f r A!/ffFCONNICI/ON MHt6C F JIS- RCP Owlf OGC,:J IMHt4A DL C • OfP'• ,' I\ 14COAL:COA: JO TO d! /Tf/70Yf0 JIfPJ MHO 4B MHt4 Accf1J AGovi Jlf/7 41 'An. MH,04C 20• fr/!l /7` I 1 1 - - aw JO 70 AA'6YN'4N/7 RI'F F A&Z41ff AS'Q%R!' O.f!/N• 'Mans O!/r W104h, all A-NO[',Y OUr AGO/'! fl 1750 TO ,ra- Of WACf -/ 0,-Xaur /af fUTU?f v- t+"d.ICYYJl MHtf 61G MH4& zI"AC•CfJJ Ar/rrfPJ rP LY 1lAa l l' fxArr /e - c,rfsi f/LCD LAC'/7l) NH B se" p +r+v y C 7 -[Tf/YOl/f Af/C+f C Lr"cnP ltrfaJaN ry fAYJr CJHP Fb / /J•4M fALN/l/lf0 CONNECT/OA/ f0? /1-CJHP JTLPJ 41 t 1 eft//JT Oa 71 ki L Chlo i 11-/7fH0lL! l f r A!/ffFCONNICI/ON MHt6C F JIS- RCP It ACCLJ[t lJ7LPS c CL E I? lrrJr /J• mac/ W 1 r/fL0 LOCATE NOTES All ..•dtmnt and ,•t n... mat. tial,inth•- .. .t in.: 6n -Inch it-In,n CNV. .:1 .• r ,hal: 1»: :. mn. •C •i dl.. p....d •t rrl.•r mekl • „nn.-, n t•• th.• n,. Int. r, rpinr 2 ka n„le 1 snail h. turn i.n.d urn a ..,t-n-P Lr.- m. rv•u nas.. 1 I,.•rmlt . .,1 flu- in in, . st tnC a2 -I .•-n P tont r. ares until tin.• of .nn n. c2 inn to the n.• .nl. r, -Pint trmir 3 kan M,le, 4C. GR and 6C m t t»• !urnl,hrd •i1h -,h- 4 , h- itl.rr .> a aL inn .a n real tnun•ia!inn In.•1 l,»n n1 nrddl nRi 1•.• nd nark!::» •IRnIIt,ur. nat i,•. and rnr t•«ddinC matrr- al, renal r. 1„r n,",n 1supe„rt rd pt{r- ana st tact urns. x-t.•rltn the ,. itlratlnns. 5. kannn l- cn>r rs shall M• nl the non-IocklnC type. 6 Ground :ester iecr.s :re ,ea snnal. mesa imam lerele ouy Dr med at Elevation 25. from St at inn -O. 19 to 1.50. and at E)eva!ion 26 aloag the remainder of the :IiCnment. Con- tractor shall tat- Pres...... [i, prevent flotation of plprs or manholes. Any damage - std by flotation shall be repaired by the Contractor at noes add r[ronal coir to the Owner. T. Priorto connection of existing drains to the new s)'stH, approval for connections shall be obtained Iron the Owner. 9. All manholes .hall be furnished to support H-20 loadings. 9. The debris barrier shall be as shown on the plans and in the Special Details, except that the barrier shall be fabricated to be -movable (rather than secured) and e9u l Aped :it pulling/li/ting eyes [n allow removal by t lRh[ const tact ton epu iDmest (i.e. backhoe) if conditiooe rqurc. 10. Field locate the Type 27 catch basin at CB 01 to allow nectlonof 12 -Inch RCD exteseion t,41 -,CPRCP -en- Set finish elevation at ex int the gr..und elevation. MANHOLE SCHEDULE MANHOLE PIPE KNOCKOUTS - RT. DRAINS INTERIOR SUMP INV INV FIN GR NO. TYPE SIZE DEPTH' SIZE ELEV PLACE PIPE EIEV ELEV COVER I APIA Type I11-96 96••/ None 42" 1. 16.7: N 16" RCP 17.7 25.3 s/CID Base 42" Out 16.7- 48- In 16.7-« 2 APIA Type 111 144"P None 72 Is 17.50 N 18•' RCP 19.9 26.0 (S) 48" Out 17.50 . 72" RCP 17.50 25.9 (N) 3 AP.A Type t' Plan None 72' In I8. 22 \one 40 72" Out 18.22 4A APIA Type 11 144"0 30'• 60" In 20. 09 N 18" RCP 21.3 29.5 (N) 42" In 19-37 29.1 (S) 72' Out 19.09 cr AB APIA Type 11 x4'0 42" In 21.14 Nnoe 29.5 12" In 24.13 42" Out 19.50 4C APIA Type 111 48'0 None 12" In 24.2! None 29.5 12" Out 24.2' 5 APIA Type V Plan None C,0'" 1. 20.36 None 29.0 40 60Out 20.36 6A Precast Utility10'I 30" :,0-x42'- in 2^_.64 N I6" RCP -2 9 31. ,N! t'ault alE'L 18" In 21.14 NI 16" RCP 22-9 3!.. (I In 21.14 St I8'- RCP --.. 60' Out 21.19 SI -2'•.:.. 1 1 qr^/`,' __,J C,6 >i'aA T;r I is' -P N,•ne 16 In :9. F• i,.: ff/J7 .. .. _ . 14 CULI iTT- JU AV,7 /O rw/J JN'CJ Q! • r:' ,'!' - - vwc ,..e.ra n -o fN' _ `_3,(\ \>I -Al/ lX7LNJ/ON u.•• -.rti r,,,...,t CB -1 'ti O a.RJ FRAME, COVER, & GRATE SCHEDULE 7"1 17 OR EQUAL W/ .JlL A'OT! IN/J rwr.If 111\111! F JOL/O COY!/7 1.3.4A,40. 5.6A 24 APIA Std. I.1 an So 42 -11-11d .avers END VIEW -DEBRIS BARRIER 2 24 ,hall•„ •lr coin 1 an. t•,tt••e .-r, MANHOLE SECTIONAL PLANS •• •••1• 4C.60,BC 24 APIA Std. Plan Nn 42 CB -1 24x24' vast Iran inlet. 41 -IA Sid. Plan - 49 9 G 3900 / 1 SHEET 2 4 i C r C Z L C i 3 c CL E W O V Cr i e Q% OJ cr O W CCL N O U f z I OLLl CC F - Ja Z f C ' C C a C. 9 G 3900 / 1 SHEET 2 4 i