HomeMy WebLinkAboutS. Martinez Livestock, Inc. - Stormwater Maintenance Agreement STORMWATER MAINTENANCE AGREEMENT
THIS AGREEMENT TO MAINTAIN STORMWATER FACILITIES IS ENTERED INTO THIS 8 DAY. OF June •
20 , BY AND BETWEEN THE CITY OF YAKIMA (HEREINAFTER "CITY ") AND S. Martinez Livestock, Inc: AND ITS
HEIRS, SUCCESSORS, OR ASSIGNS (HEREINAFTER "LANDOWNER "). .
g Ct -' iVi1y LkokivE� ra`Ztl) 4 2 e/ 18
' 1314 -22424
SWPPP P.ermit No.: ,ATMGN 'b 12.-001 Parcel No.: • •
Project Name: M, tZr Im1 E G.A . z60.3 riveg rive cza. yi irf ., 14 4- 78 0/
WITNESSETH
WHEREAS, the Landowner has submitted for approval by the City a permit application and Site Plan, which require
the construction and installation of stormwater management facilities pursuant to the City of Yakima Post -
Construction Stormwater Runoff Ordinance; and • .
WHEREAS, the Post - Construction Stormwater Runoff Ordinance requires, as a condition of permit approval, a
maintenance agreement between the City and the Landowner to ensure the Landowner will construct and
maintain the stormwater facilities identified in the Site Plan;
WHEREAS, the City and the undersigned, its successors and assigns, including any homeowners association, agree
that the health, safety, and welfare of the residents of the City of Yakima, Washington requires that on -site
stormwater management facilities be constructed and maintained on the Property; and
WHEREAS, under said Ordinance it is provided that private stormwater management facilities must be maintained
by the property owner, and a maintenance agreement must be executed before the development plan is
approved.
NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the
following terms and conditions, the parties hereto agree as follows:
1. The Landowner shall construct and install stormwater management facilities as depicted and shown on
the Site Plan, in accordance with the plans and specifications (attach Site Plan that shows type and
location of stormwater facilities to be
2. The Landowner shall maintain the stormwater management facilities as shown on the Site Plan in good
working order acceptable to the City (attach maintenance schedule showing type and frequency of
maintenance. Maintenance schedule shall meet or exceed the Recommended Maintenance Criteria in .
Appendix 5A of the Stormwater Management Manual for Eastern Washington).
3. The Landowner hereby grants permission to the City, its authorized agents, and employees to enter the
property and to inspect any stormwater management facilities pursuant to the Post - Construction
Stormwater Runoff Ordinance and this Maintenance Agreement.
4. In the event the Landowner fails to maintain stormwater management facilities as shown on the Site'Plan
in good working order acceptable to the City, the City may enter the property and take whatever stepslit>
may deem necessary to maintain said stormwater facilities. It is expressly understood and agreed that4he
City is under no obligation to maintain or repair said facilities, and in no event shall the Agreement be
construed to impose any such obligation on the City.
Stormwater Maintenance Agreement (March, 2012) Page 1
•
•
•
5. In the event the City, pursuant to. this Agreement, performs work of any nature, or expends any funds in
performance of said work for labor, use of equipment, supplies, or materials, the Landowner shall
reimburse the City on demand, within a time frame specified by the City for all costs incurred, including
reasonable attorney's fees in the event that an action to collect such costs must be instituted.
6. It is the intent of this Agreement to insure the proper maintenance of stormwater management facilities • •
by the Landowner; provided, however, that this Agreement shall not be deemed to create or affect any
additional liability of any party for damage alleged to result from or be caused by stormwater
•
management.
7. The Landowner, its executors, administrators, assigns, and any other successors in interest, shall
indemnify and hold the City and its agents and its employees harmless for any and all damages, accidents,
casualties, occurrences, or claims which might arise or be asserted against the City from the construction, . ,
presence, existence, or maintenance of the stormwater management facilities by the Landowner or the
City. . .
8. In the event a claim is asserted against the City, its agents, or employees, the City shall notify the.. • • . .. i
Landowner and the Landowner shall defend at his own expense any suit based on such claim. If any
judgment or claims against the City, its agents; or its employees shall be allowed, the Landowner shall pay
all costs and expenses in connection therewith. j
9. This Agreement shall be recorded among the land records of Yakima County, Washington, and shall . . •
constitute a covenant running with the land, and shall be binding on the Landowner, Its administrators,
executors, assigns, heirs, and any. other successors in interest.
IN WITNESS THEREOF, the parties hereto acting through their duly authorized agents have caused the Agreement
to be signed, sealed and delivered:
/ )014 71
Name /Title Name /Titl
``11 11111i11i1// / /
Daniel T. Martinez Sr. President i� �0 IN Ei14� ////
13395 Hwy 24 Moxee, WA 98936 �����C+01 � F 6i
��.
Address Address E :. Exp{ree
ma 0 Os a @ , 2012 2;
State of Washington ) ;N•
County of Yakima ) ss ',''� WAS��`
/Iliiiiikt
I certify that I know or have satisfactory evidence that Dck 1'1 111 lvr'17 1
is re the person(s) who appeared before me, and said person(s) acknowledged that he /she /they signed this
instrument and acknowledged it to be his /her /their free and voluntary act for the uses and purposes mentioned in
the instrument. .
Witness my hand and official seal hereto affixed the day and year first above written. i cNot, y Public' and for the State of Washington,
res ingin (A! /i
Dated at Yakima, Washington, this � of 1 }n e , 20
Stormwater Maintenance Agreement (March, 2012) Page 2
A• proved By:
City Engineer
Accepted By:
CITY CONTRACT NO: (iJ I l ac
City Manager RESOLUTION NO: iVA .
•
•
Stormwater Maintenance Agreement (March, 2012) Page 3
L iIIiiIIIlllii (III J IllllllfLl m
i ii f
g. _
.(‘:::61: =
R
•
0
"' m
EGO. BLOCK - \ V
CC
N
L L J
••_______-__ ���-- �y EXIST. 36' HOPE
\ IRRI6. (OLD UNION
' , GANAU - • .
VAL
'R
, ,
* 4 W
a
\ ,....s \ O
,•;,.4,,,,;_____,___,_____.,_____H______„, W .� \ \' a
CATCH BA7�6L49.BLE
z
\ S \ GB-4 RIM I.E. IN I I.E. OUT 112951 1126.65 1 1126.65 `j
• , GB-1
r ` �� \ \ _ 1 E
" ,
G
, ` GB-2 1129SI II26.T5 1126.75 . c°
' I 129.13 1129.41 -
- Z S
Fi
\ 112q,73 STAND PIPB B-3 112951 1126.84 112664
\ `! , , \ � '� GB-4 112951 1126.94 1126.94" rill 'L °. a " 1. \ o- GB -5 112952 1127.03 1127.03 t • m OZ i , _
GB -6 112952 1127.15 1127.13 w . a - < y
12' G9O0 GB -7 112936 p •
: • _ 7 /777/ a 4 ,, .PVC PIPE I 112726 / L e a y ffi
•
■ TT/ e \�, 4 S .GB-B 112957 1127.47 �0 k WW a
� CB-9 112957' 112737 112737 . c' > < $ ,
1129.73 1129.41 \F" HALL a��
BY OTHERS
�" 5
. //77-,/---./77 ` 4 , GB-1O 1129.31 112723 - 112723 ) c o o
/ J��dd ° �� S � \ � ,,,,1.. GB-11 112951 1127A8 II 27.OB . a+ "'
�. i O 1129.73, 1129.73 / `,�.. Q �� -I° D
1129.73 i I GB-12 112951 1126.99 1126.99 y r? m
d I I GB 1129 11 26.89 1126.H9
_ `; '1 119.63 7 y
J f 4 i GB -14 "112951 I 26. 126.79
•
I • / � BLDb.
�� \, , \ I I GB-I5 1129 26.70 1126.70
'GB -12 I G B - Ib 1129SI 6.60 1126.60 l
1
a . I\ Jk\' ::' \ 112 k I 11273 123 - ,,.. C17 1191 60 10 .51 q
- (MATCH EXIST) I ..1\ 44::. \ 1 GB -19' 112956 6.2 7 112 7 O z Q I 1 d n B_p 1 \ \ , \ GB-2 112 6 21 .1126.21 Z Q 1
• i s _ I GB-21 58 6. 1126. U ,/ •
l I I \ \ \ A GAVERT I Z �l I
•
1129.46 112.146 , GB-22 1129 112 17 1126.47 17
d • I n . • I - \ b' DI
A_
013-23 112958 112651 02651 y X
a . G�13 • I I . _ _ \ \,, GB -24 1129.47 112657 112657 • U LL1 • r
�\ W 7
•
n$' I' CB-251 1129.631 1126.33 I 1126.33 W Q
•
0
/////// I 12173 \ \,, Q
• T T 7- T fib' DIA CULVERT W Q Q W
e 3 1 . " 1/7777/-/-/-777/7-
/ 7/ / -/- T/ / / // / /fI I ! I \ R Z
p \ < 1 1129.7 ;
. ...A .• - . . I I NOTES: w O
•
aI I. GB SH ALL BE CONCRETE INLETS
a " .....'..A-.,.-1.., - I I
/I " 2. SD SHALL BE 12' DIA•
e 1 I I WSDOT STANDARD PLAN 13 25.60.00 N
�..., .., ..
A.-
- - WITH GI FRAME AND SKATE OR EQUAL
.' I'< / RANCOR HEAVY
DU • / ' TY OR EQUAL EXCEPT AS
• J • ` ° "•° I / ' d ' : ' a . / I SPECIFICALLY NOTED OTHERWISE.
/.... I_.
PROP. BLDb. I
I
BLDG.
-13 n • ° I. A a F.F. 1129.75
F.P 1129. I
0 ° � , I ,. " ° .. "<
(MATCH MATCH EXIST) 1
.'• I •III S a I PROJECT N0. 12084
: °' GB -Ib. -• ° i ` .,. ••• 1 I 1;
.. ... .. "�Z "aa I. I 1
7 I
s. I MAC
I II2R r . S d I .. , , . . � 1129.73
i DAT E: OS -30 -12
�' '. f' • • I... ° 1129.73 1 A • A NO 1
u�
a ° ' GRAPHIC SCALE • , 10 •
4 '10 0 10
ea
" w
/:: � /
C5
I _Kt Moe
MATCH LINE SEE SHEET G6 ( IN PEEL)
1 ,act _ 20 (L
WET __,5____ 7 7
i
MATCH LINE SEE SHEET G5
/
A EXISTING /
•
6LD6.
K . - = - F.F. 1129.19
�1:1" :. I /
' ° • .. • /
il .
•� F.6.1129.'75 rvELEC. eox
F.6.11297 a M.: / / /.1//
F.6. 1129.61 L t F.6. 1129.61 _ (-- F.G. 1I29.68 G. II29.T3
F.G. 1124.66 F.G. 1129 ��� F.S. i I 457
F.G. 1129.13 ��
FIV4angraliditarilika.M.,. . I ..4
F.G. 1129.73 . 6. 1129.66 F.G. 1129.19 I " I 4'9 M.H. WI . • ' TREL4m,Y 1,1-4 W
• fTT�7�lTT� %— 24 "'G.I. G ![ATED\ 7
V CO AryD RtN-
� I F.G. 1129,-
1 II ZZs S( \ K r {
/ . • \ ` I 1
F.G. 1129133 I � Z
r / ad S ¢ t °< — UNDERGRO
_ INFILTRATI<
9 SEE SHEET
• - -- d . - 4, I I ■ • / ,
1
�/ K
E r <
. a' X
K A N
1 I K� /
I/ K
I
FVfU
/ RE GA
... d I
I f BLDG- I a K
K
- / - _
BLDG.
V K /
f
PROPOSED lO' m I - /
S a GONG. DRIVE4kr
3 ' a
K 1
°<../ I .
dry[ as
V / PIPE d:
C1 � EXTEND GOND
! CONDUITS I C
/ d AND PULL NEY`
I / d ° WIRING TO NEl'�t�
I/ - STREET LIGHTIIrER ! l
.G 1245 - CITY OF YAK! 1
STANDARDS ' E+09T 2
/ d ' ' I j SERVILFI ' TER
IR METER
. Ris F6 112999 �
.. .�
- V - Y Z //Y ZI a , II .
'It 1 SI 1
5 S s 5 5 5 I
PROPOSED 40' TYPE 1 CONSTRUCT NEW
COMMERCIAL APPROACH I _ FOUNDATION AND _ _
— 1 — ' K
K STREET LIGHT AND I I RI
I. UNCTION BOX PER
r W W W W W ■)C W dI j"I st,TITY ANDALS IMA W L W W W W
.
SEE I
• r CAST IRON LID
/1 .21,V4
EXCAVATION UYR
I '"p . . ,
I FINISHED GRADE Z i - - UPPER SECTION SDDING TYPE
C.I. ri. .
VALVE BOX (RICH MODEL OYO -B. 1B' OVER
r.44v04.4 lr ' "' ras.I.w, .vul e 1 I6 INCHES HIGH) — 24' U0.
12' UP TO
1
GATE OR BUTTERFLY S 24' L0.
__ • VALVE (GATE VALVE SHOWN) LOWER SECTION (RICH MODEL R -36,
K � V. n}
3
m 414 ea. - - - -- CR.. u.E ' -\ 36 INCHES HIGH)
t MOT
• r� 0 ��D vi NO. f _ Be 5 M illi* M illi* NOTES �.
,,..;;. '
-'° I. PROVIDE EXTENSION PIECE WHERE REQUIRED FOR VALVE r
0:01 • BOX (RICH MODEL 044, 12 INCHES HIGH) fO Y
4, «c
!c'lf� 2. VALVE SIZE AND EN05 AS SPECIFIED OR INDICATED "$[+ ."
g wrt l J ON THE PLANS.
-:',2Y0 l
1.905.93E0 DAN
uNINSTURBEO EARTH
ROTES W 2 WATER VALVE BOX NOTES
•r °i ' MO ... o s N I 'n"+ ALTS City I Yokimo - En Division
I. CA ROPE OF TRENCH 9005 O TO BE
Moll °° C
y o Engineering CONTRACTOR REQUIREMENTS.
TO EN THE 14E11100 OF COI
m SAFETY REWIREMFHTS
V w aorta. VAw 2. MECHANICAL COMPACTOR SHALL BE RED
.50 x id/.0E 9111.1 0.1.1.. WOE ° ' w 3 TYPICAL TRENC
®HYDRANT ASSEMBLY Nrs ay Pf YwLww - Enq «
•
City of Tokmo - Engwewwq OwwiN.
✓a9110.@ T.R.PB -
CITY OF YAKIMA • STANDARD DETAIL I HYDRANT ASSEMBLY I WT CITY OF YAKIMA • STANDARD DETAIL I WATER VALVE BOX r W2 CITY OF YAKIMA - STANDARD DETAIL I
100' -
. Al
. • I I
• 4- O
100' E OR AP P DD. P
RO V A F IERFOl04T1 D
4-I0 0, E OR DPRO I XRP 5
GAP OR PLUG �y o
-n-P_ 16' CLEAR yy q A
I 1 I rU `I2'
•
. I IC
A •
ROOF DRAIN INFILTRATION GALLERY POND
N.T 5,
f
. _ °1 "w NA.. .*:+:0:::::::::::::::::::::::::::::::::::::* :4 4.44,4444.:44,401 :44.4
..d
rL r,w.� tl ..,.4r • .. ❖o .... ❖. ❖. . ❖. ...•
o.••o.•••.••4•.•.••••. 0 ❖0.0.4...
0 : 4 •,4 4 f •4 ,44.4. 44 4,44 .
. :; 40 A. 4
4;J4 0 :.•. J4
• �• i •• . O• �iO4' i•••
:::*:M::::::::::::::::4:::::*:::::::::, 40 � i ��
. WP,..O ' ii�Z 7 1>!1 v . . • 'i : �iii•i•i•i•ia • •4 �
. RESIDENTIAL LUMINAIRE
ARTERIAL LUMINAIRE • •i i�ii • 'i i• � • i ••• ii ••• � ' i i %i ii �i
TAN. LDNrwa.coBRA HENS BETA LED AaYa vYYO...txL1A.BC :44a •
aDwsa..an1- TBSU -xsBC • �•�4i •
EW
i Piii 40R4ii0 0•...••
R ... .....11.411:01:09:41:40:0),:+:144.0.• ..444a 44•4444•••4.4•.
nN..,..,. ° •• 4 iii 9 • 'i
:4O i w O i0
A �� •• JO,4 •• pp.•�
I wean: � r .wwAa.w NBw �4 �
1 ♦•4••4••••••••44••••
.<ar Luc' 4wcwn ; •4.4 4 4.44 • •4.4.4.444.4444
4.4.4•..• •4.44.•• �4�
III wuruw I•.l4.•iii n4•i....
E -N7.
, I.; : . ".. 0:.:::::::. :;••••4.4.40,x.
T� .w�.. w� \ �- .��OJ a4 �B•.• WORK AND I.
• _b Y' • ♦ as: y{ v � 4 . L �� • • .. 1 1 �1 \\ 2 UNLESS JUNCTION BOX
I NLS
.w�rn.m o.. - � -- � �.• 0 ��4�•�J4.•O. 1Y4O ` IAW. OTHE
ii psi• SOD: • v x. ALL ELECTRIC
.1 II—a - i i • ' 4 • iJ i . CC P
1O° r • . •♦ ... ( 4 . ALL SERVICE Cr
44 .H........ 1 • . . ' •i . . ••44.4 ..N•44.4•••x //I � SERVICE CON
1 ❖• ∎ OW otW SERVICE OMn
♦,
R ALL wu
vON(AfD MATERIALS SMALL CORPORA. TO THE NATICruLE1F <TRKK rmElxEa
V. • i • O•. • O..•v '/ /
1
t. An AOXCOVTAAT ENGINEER. ER. *:::::::::$::::::::::::::::*) . s«AHC aE PER wmaT -Trcef vAFss arNEAwLSE S L. r
�EOFIeO A.DAV.ao ST TIE CM ENGwEFA .
E ECTRCAL CONOIAT SMAL BE A uwM OF T DIA AND MA NTU u R ID
N le Nwom COVE SWEEPS A PLAN LOCATION SHALL BE PER POWER COMPANY ANO SMALL BE OETAAFD ON TI L.
a LE PM. PRIOR TO APPROVAL
ALL SERVICE CONNECTIONS WRIER NOry K TU OR MULTIPLE KISS SHALL BE PEDESTAL WOW CALV. I A WATER /SEWER SEPARATION
i SERVICECONNECTIONS SHALL NOT BEALLOWEDTOBE ATTACHED TO DIE POLE
® �..— c.._.�
S WM. PEDESTALS SNAIL BE METERED.
e. LMBIBIAIRE...BELF/HFD W BOTH DRECNOTLS AFlFAP0.E BPEL EO.
}
3
City Of Yakima ? City ne Yakin
.I� �^ N City of Yakima •Standard Detail
r''t"'�. Engineering DIVIBIOfI wBfm. 7.9 Hro � 9
PPR '1 -. Engneering I
Rt ~.1 :: Engineering Dl STREET LIGHT El T �
to a� .wr::"=.: TO S.. CITY OF Y • STANDARD DETAIL I WATER /SEWER SEPARATION I WI6 ..N..W.. -
awn T.AM
4 . .