HomeMy WebLinkAboutContract 45223 (2)STORM WATER FACILITY
MAINTENANCE AGREEMENT
or/ su,L14 Y
CONTRACI NO.
THIS AGREEMENT, made and entered into this dayfl_nt of 18,
7g-0 ( , byand between Pinion Park Office Park, L.L.C. actingbyand through Mearl
g
McBee, President, hereinafter referred to as "Landowner", the Pinion Park Office Center
Condominium Association, Inc., hereinafter referred to as "Association" and the City of
Fort Worth, hereinafter referred to as "City".
WITNES SETH
WHEREAS, the Landowner is the owner of certain real property described as Lot
16, Block 2 Pinion Park, Fort Worth, Tarrant County, Texas according to the plat recorded
in Cabinet A, Slide 9986, Plat Records, Tarrant County, Texas, hereinafter called the
"Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property
according to the Site Plan/Subdivision Plan known as Lot 16, Block 2 Pinion Park,
hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be
approved by the City and the Landowner and Association provides for management of
storm water within the confines of the Property; and
WHEREAS, the City and the Landowner and Association, and their successors and
assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth,
Texas require that on -site Storm Water Management Facilities be constructed and
maintained on a portion of the Property; and
WHEREAS, the City requires that on -site Storm Water Management Facilities
("Facility") as shown on the Plan be constructed and adequately maintained by the
Landowner, its successors and assigns, including Association, the location and dimensions
of which is shown and more particularly described by metes and bounds in the attached
Exhibit "A" ("Facility Property"); and OFFICIAL RECORD
fr))171tr SECRETARY
STORM WATER FACILITY MAINTENANCE AGREEMENT I fi' (I„ 1VORTNI TX
Rev. AA A0//20I2
RECEIVED DEC 20 2013
WHEREAS, Landowner agrees to convey the Facility Property to the Association
and the Association agrees to accept the Property where the Storm Water Facility is
located.
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 and Association, its successors and assigns, shall adequately
construct and maintain the on -site Storm Water Management Facility
("Facility") at no expense to the City of Fort Worth in accordance with the
design specifications for the Facility, attached as Exhibit "B", and the current
standards then in force and effect in the City of Fort Worth and with the
Operations and Maintenance Plan attached to this Agreement as Exhibit "C".
The Storm Water Facility includes all pipes, channels or other conveyances
built to convey storm water to the facility, as well as all structures,
improvements, and vegetation provided to control the quantity and quality of
the storm water. Adequate maintenance is herein defined as good working
condition so that these facilities are performing their design functions. The
Storm Water Structural Control Maintenance Checklists, attached to this
Agreement as Exhibit "D", are to be used to establish what good working
condition is acceptable to the City.
2. The Landowner and Association, its successors and assigns, shall inspect the
Facility and submit an inspection report to the City annually. The purpose of
the inspection is to assure safe and proper functioning of the Facility. The
inspection shall cover the entire Facilities, berms, outlet structure, pond areas,
access roads, etc. Components of the Facility, which need maintenance or
replacement to perform their design function, shall be noted in the inspection
report along with the corrective actions to be taken.
3. The Landowner and Association, its successors and assigns, hereby grant
permission to the City, its authorized agents and employees, to enter upon the
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. 09/10//2012
Property and to inspect the Facility Property whenever the City deems
necessary. The purpose of inspection is to follow-up on reported deficiencies
and/or to respond to citizen complaints. The City shall provide the Landowner,
its. successors and assigns, copies of the inspection findings and a directive to
commence with the repairs if necessary.
4. In the event the Landowner and the Association, its successors and assigns,
fails to maintain the Facility in good working condition as specified herein, the
City, its authorized agents and employees, may enter upon the Facility Property
and take whatever stens necessary to correct deficiencies identified in the
inspection report and to charge the costs of such repairs to the Landowner, its
successors and assigns. It is expressly understood and agreed that the City
is under no obligation to routinely maintain or repair said Facility, and in
no event shall this Agreement be construed to impose any such obligation
on the City, such obligation is Landowner's.
5. The Landowner and the Association, its successors and assigns, will perform
the work necessary to keep the Facility in good working order as appropriate.
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, materials, and the like, the Landowner, its successors and assigns,
shall reimburse the City upon demand, within thirty (30) days of receipt thereof
for all actual costs incurred by the City hereunder. In the event that Landowner
or its successors or assigns fail to pay the City for the costs incurred under this
section, the City shall impress a lien for the costs of such work upon other lots
owned by the Landowner or the Association. Such lien shall be perfected by
filing in the office of the County Clerk of Tarrant County, Texas an affidavit
identifying the property to be charged with such lien, stating the amount
thereof, and making reference to this Agreement.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AND ASSOCIATION AGREES TO HOLD THE CITY
HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY
FAILS TO OPERATE PROPERLY. LANDOWNER AND
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. 09/10//2012
3
ASSOCIATION COVENANT AND AGREE AND DOES HEREBY
INDEMNIFY HOLD HARMLESS AND DEFEND THE CITY OF FORT
WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND
AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS
OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH
MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY
FUTURE OWNERS OF THE FACILITITY PROPERTY TO
MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO
THE BED AND BANKS OF THE DETENTION POND; ANY
DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1)
FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE
OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR
ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY
OF FORT WORTH CRITERIA; OR FAILURE TO PERFORM ANY
OTHER DUTIES OR OBLIGATIONS HEREUNDER.
7. Landowner and Association covenants and agrees that no habitable building
shall be erected within the drainage easement outlined on Exhibit "A" but this
paragraph shall not preclude construction of other improvements within the
drainage easement, which do not impede drainage. Landowner and
Association covenants and agrees that no habitable building shall be erected on
the above property abutting such easement which shall have a finished floor at
an elevation less than two feet above the maximum depth of water in the
detention pond which would occur during a 100 year frequency flood.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, 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 interests, including any property owners association.
9. Notwithstanding anything to the contrary contained or implied elsewhere
herein, it is expressly agreed and understood that the liabilities, indemnities and
obligations of Pinion Park Office Park as Landowner hereunder shall expire
and be of no further force or effect upon the transfer ("Transfer") by Pinion
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. 09/10//2012
Park Office Park to the Association of legal title to the Facility Property, save
and except for any liabilities, indemnities and obligations of Pinion Park Office
Park as Landowner hereunder which have accrued and are due, payable and/or
performable as of the date of the Transfer and which shall expressly survive the
Transfer.
Executed this q day of 201/
Landowner
R„„v„ Ptw�. �w� LLC
Name: � en/C Q
Title: press /d tar-
Homeowners Association
PitsJo4 Ark afeiCe Ce'der
Name:CAN661.0011h,1 6)111.
Title: nt CsitC.k
A; 5Sa G/G, /ta4KTTEST
SiJ c.
e {r' Gf / 6ee pity Secr,
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. 09/10//2012
City of Fort Worth
c ./r/AnGNtikID ,OOL-
Fernando Costa
Assistant City Manager
Approved as to Form and Legality
Assistant City Attorney
PktiC C - C
f2.1a7(3
OFFICIAL RECORD
CEITY SECRETARY
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,yr .IYa.L L 1 M. ;
STATE OF TEXAS
COUNTY OF TARRANT
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This instrument was acknowledged before me oaziziL/atrbY
Fernando Costa, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
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EVONIA DANIELS
Notary Public. State of Texas
My Commission Expires
July 10, 2017
STATE OF TEXAS
COUNTY OF TARRANT
c
Notary Public, State of Texas
Before me, the undersigned authority on this �" day of
, 20&-, personally appeared Mearl McBee of Pinion Park
Office Center, known to me to be the person whose name is subscribed to the foregoing
instrument and acknowledged to me that t e same is tlid act of Pinion Park Office Park,
d that he executed the same as its mssA-R,,,`, and as the act of such
c t& and for the and consideration expressed in the foregoing
purposes p g g
instrument.
J!
se"-, JANETULLINS
% -�� f MY COMMISSION EXPIRES
]\.. 1 'at,•lam •AM 7. vL?.V WAS
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mow November 20, 2016
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STATE OF TEXAS
COUNTY OF TARRANT
. . 1.• 11 .
Nota N Public, State of Texas
This instrument was acknowledged before me on ��, \ c, Rs\Th Mearl
gby,
McBee, President, authorized representative, acting on behalf of the Pinion Park Office
Center Condominium Association, Inc.
�.. aalmits+s„E
e' • ]jai Y JANET MULLINS
,: MY COMMISSION EXPIRES
November 20, 2016 4
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. 09/10//2012
Notary ' ublic, State of Texas
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
Lots 16, Block 2 Pinion Park
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. 09/10//2012
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1/2" IRON
PIN FOUND
L12
L11
FM 1220 (BOAT CLUB ROAD)
POINT OF
COMMENCING
POINT OF
BEGINNING
L1 L2
1
L9 L8
0.308 ACRES
(13,399 SF)
LOT 16, BLOCK 2
PINION PARK
CAB. A, SLIDE 9986
P.R.T.C.T.
10' UTILITY ESMT
1/2" IRON
PIN FOUND
PINIONPARK WAY
TEXAS ELECTRIC SERVICE COMPANY
VOL. 2103, PG. 290
D R.T.C.T.
1/2" IRON
PIN FOUND
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7.5' UTILITY ESMT
1/2" IRON
PIN FOUND
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5 BLOCK 2
PINION PARK
CAB. A, SLIDE 9986
P.R.T.C.T.
4
3
2
1
EXHIBIT A-2
STORM WATER MAINTENANCE FACILITY
LOT 16, BLOCK 2
PINION PARK
1"=100'
LINE TABLE
L1 N89'23'17"E
L2 N8923'17"E
L3 S00'36'43"E
L4 S4414'58"E
L5 S16'11'57"W
L6 S7812'32"W
L7 S57'10'16"W
L8 S85628'22"W
L9 S88'10'08"W
L10 N5712'26"W
L11 N10'49'34"W
L12 N00'36'43'W
28.87'
212.78'
21.31'
16.63'
11.74'
24.52'
23.12'
49.20'
105.38'
20.77'
30.84'
25 47'
SD Engineering, Inc.
Site Development Engineering
PO Box 1357 Aledo, TX 76008-1357
(817) 441-6400 Fax (817) 441-6085
TEXAS REGISTERED ENGINEERING FIRM F-7643
TEXAS REGISTERED SURVEYING FIRM 10095800
BEING A 0.308 ACRE PARCEL OF LAND BEING A PORTION OF LOT 16, BLOCK 2 PINION PARK
AN ADDITION TO THE CITY OF FORT WORTH TARRANT COUNTY, TEXAS ACCORDING TO THE PLAT
RECORDED IN CABINET A, SLIDE 9986 PLAT RECORDS, TARRANT COUNTY, TEXAS, SAID 0.308
ACRE PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
COMMENCING AT A 1/2' IRON PIN FOUND, SAID 1/2" IRON PIN FOUND BEING THE
NORTHWESTERLY CORNER OF SAID LOT 16, BLOCK 2 PINION PARK, SAID 1/2" IRON PIN FOUND
ALSO BEING ON THE EASTERLY RIGHT-OF-WAY LINE OF BOAT CLUB ROAD (FM 1220) THENCE
NORTH 89 DEGREES 23 MINUTES 17 SECONDS EAST ALONG THE NORTHERLY LINE OF SAID LOT
16, BLOCK 2 PINION PARK 28 87' TO THE POINT OF BEGINNING;
THENCE NORTH 89 DEGREES 23 MINUTES 17 SECONDS EAST CONTINUING ALONG THE NORTHERLY
LINE OF SAID LOT 16, BLOCK 2 PINION PARK A DISTANCE OF 212.78 FEET;
THENCE SOUTH
THENCE SOUTH
THENCE SOUTH
THENCE SOUTH
THENCE SOUTH
THENCE SOUTH
THENCE SOUTH
THENCE NORTH
THENCE NORTH
00 DEGREES
44 DEGREES
16 DEGREES
78 DEGREES
57 DEGREES
85 DEGREES
88 DEGREES
57 DEGREES
36 MINUTES 43 SECONDS EAST A DISTANCE OF 21.31 FEET;
14 MINUTES 58 SECONDS EAST A DISTANCE OF 16.63 FEET;
11 MINUTES 57 SECONDS WEST A DISTANCE OF 11.74 FEET;
12 MINUTES 32 SECONDS WEST A DISTANCE OF 24.52 FEET;
10 MINUTES 16 SECONDS WEST A DISTANCE OF 2312 FEET;
28 MINUTES 22 SECONDS WEST A DISTANCE OF 49 20 FEET;
10 MINUTES 08 SECONDS WEST A DISTANCE OF 105.38 FEET;
12 MINUTES 26 SECONDS WEST A DISTANCE OF 20.77 FEET;
10 DEGREES 49 MINUTES 34 SECONDS WEST A DISTANCE OF 30.84 FEET;
THENCE NORTH 00 DEGREES 36 MINUTES 43 SECONDS WEST A DISTANCE OF 25.47 FEET TO
THE POINT OF BEGINNING AND CONTAINING 0.308 ACRES (13,399 SQAURE FEET) OF LAND, MORE
OR LESS.
EXHIBIT A-3
STORM WATER MAINTENANCE FACILITY
LOT 16, BLOCK 2
PINION PARK
SD Engineering, Inc.
Site Development Engineering
PO Box 1357 Aledo, TX 76008-1357
(817) 441-6400 Fax (817) 441-6085
TEXAS REGISTERED ENGINEERING FIRM F-7643
TEXAS REGISTERED SURVEYING FIRM 10095800
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BLOCK 1
PINION PARK
CAB, A. SLIDE 9987
P,R.T.C.T.
3' WIDE CONC, FLUME 0 2%
WITH SIDEWALK PLATE, -
FLUME TO HAVE 7" CURB
WITHIN STREET
RIGHT-OF-WAY' TRANSITION
CURB HEIGHT FROM 7" TO
8" FROM PROPERTY UNE TO
PARKING LOT.
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agEFIG & ORMNAGF NOTES
I. EXISUNG UTUTES AND UNDERGROUND FAGIUTES INDICATED ON
THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION
SUPPLIED BY VARIOUS OWNERS OF THE FACILITES. THE ENGINEER
DOES NOT ACCEPT RESPONSIBILITY FOR THE UIIUTY LOCATORS
SHOWN, IT SHALL BE NC RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL
EXISTING UTILITIES AND UNDERGROUND FACILITES PRIOR TO
CONSTRUCTION, TD TAKE NECESSARY PRECAUTIONS IN ORDER TO
PROTECT AU. FACILITIES ENCOUNTERED, AND TO NOTIFY THE
ENGINEER PROMPTLY OF AU. CONFUCIS OF THE WORK WIN
EXISTING FACILITIES INC CONTRACTOR SHALL PRESERVE AND
PROTECT AU. EXISTING UTUTIES FROM DAMAGE DURING
CONSIRUCION, ANY DAMAGES BY THE CONTRACTOR TO DCS1INC
UTUTES SHALL BE REPMRED BY NE CONTRACTOR AT HIS
EXPENSE EXISTING TOPOGRAPHIC &FORMATION SHOWN IS BASED
ON FIELD SURVEY PREPARED JUNE 2010. (MR UDES BELOW GRADE
PUBLIC UTILITY LOCATIONS PROVIDED BY UTILITY COMPANY AS
DESCRIBED ABOVE)
2. NEW RMSHED CONTOURS SHOWN ARE TOP OF PAVING IN AREAS
TO RECEIVE PAVEMENT AND TOP OF TOPSOIL IN AREAS TO BE
SEWED.
3. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE
SEWED AND/OR LANDSCAPING SHALL RECDVE 4 INCHES OF
TOPSOIL THIS TOPSIL TO BE PLACED AND LEVELED BY INC
GRADING CONTRACTOR. REFER TO LANDSCAPE PLAN.
4. ROUGH GRADING ELEVATORS SHALL BE A5 FOLLOWS:
4" BELOW FINISHED CONTOURS IN SEEDED AREAS
C BELOW FINISHED CONTOURS IN CONCRE1E PAVED AREAS (TRUCK
AREAS)
5" BELOW FINISHED CONTOURS IN CONCRETE PAVED AREAS
(PARKING AREAS)
UNLESS OTHERWISE NOTED. REFERENCE PAWING PLAN
5, DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY
AND ARE NOT TO BE USED TO LAY -OUT FOOTINGS (REFERENCE
SITE PLAN AND ARCHITECTS BUILDING PUNS)
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411.02A
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1220 (BOAT CLUB ROAD) 11¶-- "—
RIGHT-OF-WAY VARIES
4 COST, HMAC PAVEMENT NTH {t
II CONC, CURB & GUTTER II
70
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DRADING A ORAINAff NOTES
6. GRADING CONTRACTOR SHALL NOTIFY AND COOPERATE WEN ALL
UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT
TO THE STE BEFORE DISTURBING ALTERING, REMOVING. RELOCATING,
ADJUSTING CR CONNECTING TO SAID FACIUTES CONTRACTOR
SHALL PAY ALL COSTS IN CONNECTION NTH THE ALTERATION OF OR
RELOCATION OF THE FACILITES, CONTRACTOR SHALL RAISE OR
LOWER TOPS or EXISTING MANHOLES AS REQUIRED TO MATCH
FINISHED GRADES IN CONFORMANCE NTH OTY STANDARDS
7, GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL
OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO
INSURE PROPER AND TIMELY COMPLETION OF THIS PROXCT.
It THE GRADING CONTRACTOR SMALL INSTALL AND MAINTAIN THE
EROSION CONTROL FAOUTES AND STRUCTURES AS SHOWN ON THE
EROSION CONTROL PLAN AND IN THE STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) DOCUMENTS. INC CONTRACTOR SHALL
SUBMIT A NOTICE OF INTENT (NO) TO THE TEXAS COMMISSION ON
ENVIRONMENTAL QUAUTY (TCEO) AS REQUIRED AND MAINTAIN THE
PROPER INSPECTIONS AND DOCUMENTS REQUIRED IN INC 5YPPP.
THE CONTRACTOR SHALL PROVIDE COPES OF ALL INSPECTOR
REPORTS AND ADJUSTMENTS TO THE ER0S0N CONTROL PLAN TO
THE OWNER FOR THE OWNER'S RECORDS.
9. FOR THE WORK ON THE STATE OR Ott RICHT-OF-WAY, THE
GRADING CONTRACTOR SIALIJ
A. NOT STORE MATERIAL EXCESS DIRT OR EQUIPMENT ON THE
SHOULDERS OF PAVEMENT: IN CASE OF MULTI -LANE HIGHWAYS. IN
THE MEDIAN STRIPS. THE PAVEMENT SHALL BE KEPT FREE FROM
ANY MUD OR EXCAVATION WASTE FROM TRUCKS OR OTHER
EQUIPMENT. ON COMPLETION OF THE WORK AL EXCESS MATERIAL
SHALL BE REMOVED FROM THE RIGHT-OF-WAY.
e SHAU. PROVIDE ALL NECESSARY AND ADEQUATE SAFETY
PRECAUTIONS SUCH AS SKINS, RAGS LIGHTS BARRICADES AND
FLAG MEN AS REQUIRED BY INC LOCAL AUTHORITIES AND IN
ACCORDANCE WIN THE TEXAS DEPT. OF TRANSPORTATION MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES, THE GRADING
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HOLD
HARMLESS THE TEXAS STATE DEPARTMENT OF TRANSPORTATION,
THE OTY OF FORT WORTH, INC ENGINEER AND INC OWNER FROM
ANY CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE PROPERTY,
PUBUC UIIU1ES, OR TO THE TRAVELING PUBUC.
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OFFICE
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GRAZODW & DRAINAGE NITER
C, ALL COMPLETE THE 0 THE SATISFACTION OF THE CI
OF FORT WORTH AND OBTAIN A TLETTER FROM THE CITY 5 ATINGTY
THAT THE WORK UNDER PUBLIC JURISDICTION IS ACCEPTABLE.
0, POST NECESSARY BONDS AS REWIRED BY THE OTY, COUNTY
AND/OR STATE
10. REFER TO PAVING DETAILS FOR TYPE OF PAVING AND BASE TO
BE USED,
11, GRADING CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY
EXISTING STRUCTURES, FENCES, DEBRIS OR hats REFRAINING ON
STE COORDINATE MTH GENERAL CONTRACTOR
12, A QUAUFIED SOILS LABORATORY SHALL DETERMINE THE
SUITABIUTY OF INC EXISTING SUBGRADE AND EXISTING ON -SIZE
MATERIAL PRIOR TO BEGINNING AND FILLING OPERATOR.
13. ALL AREAS NOT COVERED BY BUILDING OR PAVING STALL BE
GRASSED OR LANDSCAPED, REFER TO LANDSCAPE PLAN.
14, UNSUITABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING
FROM CLEARING AND GRUBBING SHAU. BE DISPOSED OF OFF-STE
BY GRADING CONTRACTOR,
15. ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL
MATERIALS ENCOUNTERED.
IS. BEFORE ANY MACHINE WORK IS DONE. CONTRACTOR SHALL
STAKE OUT AND MARK THE ITEMS ESTABLISHED BY THE SITE PUN,
CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE
COURSE OF THE PROJECT. LACK OF PROPER WORKING POINTS AND
GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL
SUCH PINTS AND GRADES HAVE BEEN PLACED TO THE OWNER'
SATISFACTION.
17. ALL 4:1 SINES. IF ANY, SHALL BE HYDROMULC H SEEDED
UNLESS OTHERWISE NOTED.
it THE CONTRACTOR SHALL PREVENT SCE STABIUZATION
TREATMENT FIRM LEAVING THE SITE FROM STORM WATER RUNOFF
AND DAMAGING DOWNSTREAM WATER COURSES, LAKES OR PONDS
ANY DAMAGE TO MLOUFE OR FISH KILLS SHALL BE CORRECTED BY
INC CONTRACTOR AT HIS EXPENSE
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FFE 800.80
FFE 801.30 _I 6,000 SF
3,850 SF SINGLE STORY
-STNGLE_ORE1:0 _ OFFICE
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BLOCK 2
/ PINION PARK
/ CAB, A. SLIDE 9986
P.R,TWGTW
19. FILLS SHALL DE COMPACTED IN MAXIMUM 9" LOOSE LAYERS TO
MINIMUM 9510 OF STANDARD PROCTOR DENSITY AT CR SUGHT.Y
ABOVE OPTIMUM MOISTURE CONTENTS, REFER TO GEOTHEHNICAL
SOILS REPORT,
GENERAL NOTES:
1. ACCESSIBLE ROUTE
ACCESSIBLE ROUTE SHALL HAVE A RUNNING SLOPE
MAXIMUM 5% (1:20) AND A CROSS SLOPE OF MAXIMUM
2% (1:50)
2. CURB RAMP
THE MAXIMUM SLOPE OF A CURB RAMP IS 8.33% (1:12)
MAXIMUM SLOPE OF ADJOINING CUTTERS, ROAD SURFACES
ON ACCESSIBLE ROUTE MUST NOT EXCEED 5% (112D) AND
A CROSS SLOPE NOT TO EXCEED 2% (1:50)
MINIMUM WIDTH IS 36"
THE FULL WITH & DEPTH OF CURB RAMPS MUST HAVE A
LICIT REFLECTVE VALE AND TEXTURE MAT GGNIF1CANTLY
CONTRASTS M1N ADJOINING PEDESTRIAN ROUTES AND SHALL
BE PER TEXAS ACCESSBIUTY STANDARDS
3. DOORS
ENTRANCES INTO BUILDINGS SHALL HAVE A SLOPE NOT TO
EXCEED 2% (1:50) FOR 5 FEET FROM DOOR.
4, REFERENCE GENERAL NOTES FOR GRADING AND DRAINAGE
IMPROVEMENTS THIS SHEET.
380 SF 12"
ROCK RIP RAP
(GROUTED)
ROCK RIP RAP
(GROUTED)
EXIST. TREES _-
TO REMAIN-
-
9
TEXAS ELECTRIC
SERVICE ,COMPANY
VOL 203, PG, 290
PIP- POND DETENTON
01A CY,e OUTFALL,
Da SF (10'X10')
ROCK'RIQThTRAP,
2T DEP
MEDIAN 12" Roc�K
AX. 18' ROCK
\ Ai}lil:Ji
045E iN unLm
wdd"r
EXIST, TREES
TO REMAIN',,
88ZIEc W YdrTCT RF Gy 4 TBS�i
BM p - ELEVATION 785.27
CITY OF FORT WORTH MONUMENT NO. 88160.
LOCATED AT INC NORTHEAST CORNER OF
BOAT CLUB ROAD AND GREENFIELD ROAD, ON
INC EAST CURB UNE OF BOAT CLUB ROAD
32' NORTH OF THE NORTH CURB UNE OF
GREENFIELD ROAD IN THE CENTER OF A 20
FEET CURB INLET.
BM 12 - ELEVATION 798.71
"0" CUT ON SOUTHWEST CORNER OF BOAT
CLUB ROAD & PINIONPARK WAY, SCUM CURB
RETURN.
GRAPHIC SCALE: 1 IN 42 30 FT
L
LEGEND
070
- PROPOSED POT DLVAngI
-. - ROW MIlotl
00'
-m,W,
110
MMIX
1 e•
r/L WILE" MO
30N %QNNETE
FWNGAION ON CGIPAMED�
0MR/a P ems • lY
G-C G01 MAT,
}
k
TYPICAL WALL DETAIL
bmilma TO CONTRACT
UNDERGROUND SEANCES IN AREA OF CONSTRUCTOR. DOSING
UTUTY DATA PROVIDED IS FOR INFCRMATON ONLY. ALTHOUGH
THIS DATA I5 SHORN AS ACCURATELY A5 POSSIBLE THE
CONTRACTOR IS CAUTIONED THAT THE OWNER AND TIE
ENGINEER NETHER ASSUMES NOR IMPUES ANY RESPONStUTY
FOR INC ACCURACY OF THIS DATA. IT SHALL BE INC
CONTRACTORS RESPONSIBIUTY TO CONTACT THE UTUTY
AFFECTED AND VERIFY THESE LOCATIONS AND ELEVATORS.
CONTRACTOR SHALL CONTACT THE FOLLOWING UTUTES AT
LEAST 46 HOURS PRIOR TO CONSTRUCTION.
TEXAS EXCAVATOR SAFETY SYSTEM
TEXAS ONE CALL
FORT WORTH WATER DEPT.
EXHIBIT B-1
GRADING PLAN
B00 344-8377
BOO) 245-4546
517) 392-8740
PINION PARK
MEDICAL/OFFICE CENTER
BEING ALL OF LOT 16, BLOCK 2
PINION PARK
FORT WORTH, TARRANT COUNTY, TEXAS
AUGUST 2012
REVISED SEPT. 16, 2013
REUSED OCT, 1, 2013
SD Engineering, Inc.
Site Development Engineering
(817 4414400 Fax (817)4414085
TX FIRM F4643
N
C8 E
DESIGN
EVENT
AREA
(AC)
1 YR
10 YR
100 YR
234
234
234
DESIGN
EVENT
1 YR
10 YR
100 YR
DETENTION P fMO nFSI;N - MODIFIED RATIONAL MFTHOQ
PRE -DEVELOPMENT POST -DEVELOPMENT
C To
(min.)
0.30 15
0,30 15
0.30 15
(In/hr)
3.32
5.53
7.98
STORAGE PROVO MAX STORAGE
(CF)(ELEV 793.95) REO'D (el)
25371
23371
25371
7 ore WAIL
03,7a w
/O PIC
(ml o) A 701.6
\ /118c) rA. nco
DETAIL OF OUTFALL PIPES
DETENTION POND WALL
NOT TO SCALE
-soFleht 29 2012 S9 bWH..«a Inc
8022
15271
23903
RIPRAP APRON FOR OUTLET PIPE
0-4.09 cfs
•9.1 fps
0
Cols)
23
3.9
5.6
AREA C Tc 0
(AC.) (min.) On Ay) (cfs)
2.81 0.71 10 4.05 8,1
251 0.71 10 6.51 13.0
2.81 0.71 10 9,24 18.4
DETENTION POND DESIGN
POND
ELEVATOR
792.23
793.01
793.81
ALLOW. DISCHARGE
(cfs)
23
3,9
5.5
ORIFICE FLOW
(OUTLET PIPE)
0 • Cd(A)(29h)•41/2
Cd-0.6
A • 0.196 (6' PIPE)
A • 0.349 (8' PIPE)
01 WSEL 792.23
PIPE PIPE 2
h• .98' h- 0.30'
O - .33 cfs Q- 0.92 els
TOTA 0 - 225 efs
0PII0 WSEL PE 793.01PIPE 2
h• 2.76' h- 1.05'
O - .57 cfs 0 - 1475 of*
TOTAL 0 - 3.32 cfs
0100 WSEL 793.51
PIPE PIPE 2
h - 3,56' h-1.86'
0 • .75 cls 0 . 2.31 ch
TOTA 0 - 4.09 ets
FOR MN. TAILWATER CONDITION (TW0.0') USE FIGURE
42, DESIGN OF RIPRAP APRON UNDER MAXIMUM
TAILWATER GOND/TONS, NCTCOG 2010 ISWM TECHNICAL
MANUAL
LENGTH Lo - 5 ft
WIDTH - Lo+PIPE DIA-5.5'
d50 • 12.
dmax- 1.61/4150 - 18'
DEPTH OF APRON
dmes•1.5 - 27t
FOR MAX TAILWATER CONDITION (TW40.8') USE FIGURE
43. DESIGN OF RIPRAP APRON UNDER MAXMUM
TAILWATER CONDITIONS NCTCOD 2010 ISWM TECHNICAL
MANUAL
LENGTH Lo - 3 ft
WIOTH - Lo+PIPE DIA-3.5'
d50 - 12'
dmox- 1a4d50 - 18-
DEPTH OF APRON
dmox41.5 • 27'
OVERFLOW WEIR LENGTH - 7.7'
MIN. WIDTH OF RIP RAP - 7.7'
USE 10x1D
PRELIM STORAGE MAX STORAGE
(OF) (CF)
5189
10187
15834
8022
15371
23903
OUTLET PIPES ACTUAL
(ORIFICE FLOW) DISCHARGE (cfe)
2-6' PVC 2.3
2-6' PVC 3.3
2-6- PVC 4.1
OVERFLOW WEIR
RECTANGULAR WEIR
0 - Cd•L'H•43/2
Cd - 3.0
L • 7.7'
H-6.66'
0=15.4 o/e (100-1T)
OVENTON FACIUTY STORGE VOLUME CALCULATORS
CRITICAL STORM DURATION - Td - (20A6/Qo)•40.5 - b
01 Oc-2.3 ch. C40.71, A-261 oc, 0-95,535, b-13.425
TO - 33.62 min
010 0e03.9 cfs. C-0.71, A-281 so, c-203.83, b421.09
Td • 45.25 min
0100 00-5.6 cfs, C-0.71, A4281 ea 0=322.07. b•24.385
Td • 50.42 min
STORAGE REQUIRED - Vp,alims50[CA0-(2CabA0a)•00.5 + (Oo/2)(b-Tc)]
O1 C-0.71, A-2.e1 es, Oo-2.3 cfs, o-95.835, b-13.425, Te-10 min
Vprelim • 5189 cf
010 C00.71, A-2.81 ac. 0043.9 eta o-203.93, b-21.09. To-10 min
Vprellm • 10/87 of
0100 C-0.71, A-281 se, Oo-5.6 oh, 0-322.07. b024.368, To-10 min
Vprallm - 151134 cf
STORAGE VOLUME MAX - Vpr81m (P160/PTd)
01 ISO 70I 1l, , Td 33,82 min, PTd-1.14 In
P
010 P180-3.45 In, Td-45.25 min, Pid-2.29 In
Vmox 15371 cf
0100 P180=5.43 In, Td•50.42 min, PTd-3.60 In
Vmox n 23903 el
STARTING Witt 79000
lIrt1 1 P4571
Inl d PIPE 1 Pin PIPE
(dal 1ml1
PIPEIPE Tldvl flol
I
791.60 ; r
to
0,44 1.70
0
1
23
53
100
169
244
389
549
744
990
1281
1625
2026
3013
3616
4200
5413
5530
7644
.8571
9495
10428
11173
12311
MOO
142112
15776
10202
17300
10331
19375
70411
21473
22581
13475
341783
25902
FwS, ID. nJrt/
PtuNDATION ON i f3 OOAP • ie ApC-C CAW WAY.
TTPICAL WALL DETAIL
ORAINAGF CRITERIA
DESIGN CRITERIA PER CITY OF FORT WORTH
ISWM CRITERIA MANUAL FOR SITE
DEVELOPMENT AND CONSTRUCTION, AUGUST
2012
RAINFALL INTENSITIES FROM NCTCOG ISWM
DESIGN MANUAL FOR SITE DEVELOPMENT FOR
TARRANT COUNTY, 2010
RATIONAL METHOD OF DESIGN: 0-CIA
EXHIBIT B-2
DETENTION FACIUTY CALCULATIONS
LOT 16, BLOCK 2
PINION PARK
BEING ALL OF LOT 16, BLOCK 2
PINION PARK
FORT WORTH, TARRANT COUNTY, TEXAS
PREPARED AUGUST. 2013
REVISED SEPTEMBER 16. 2013
SD Engineering, Inc.
Site Development Engineering
0 Box 57 Alodo, TX 70 08.1337
(817) 4414400 Fax I817144141080
TEXAS REGISTERED ENGINEERI G FIRM F-7843
TEXAS REGISTERED SURVEYING FIRM 10008000
2 of 2
Exhibit "C"
CITY OF FORT WORTH STORM WATER FACILITY
OPERATION AND MAINTENANCE PLAN
The only responsibility the City of Fort Worth has in the operation and
maintenance of this Facility is inspection.
General Maintenance Procedures
The structural and functional integrity of the Facility shall be maintained at all
times by removing and preventing drainage interference obstructions, blockages
or other adverse effects into, through, or out of the system.
Periodic silt removal shall occur when standing water conditions occur or the
pond's storage volume is reduced by more than 10% Silt shall be removed and
the pond/basin returned to original lines and grades shown on the approved
engineering plans. In addition, corrective measures are required any time a basin
does not drain completely within 72 hours of cessation of inflow NO STANDING
WATER IS ALLOWED in basins designed for dry detention purposes.
Accumulated litter, sediment, and debris shall be removed every 6 months or as
necessary to maintain proper operation of the basin. Disposal shall be in
accordance with federal, state and local regulations
Detention facilities shall be mowed monthly between the months of April and
October or anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream storm sewer
system a wire mesh screen or similar screening device shall be installed over the
outlet until final acceptance.
4. PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log
should document the condition of the detention system's primary
components, mowing, and silt, litter and debris removal dates Document
aeration of the basin bottoms and replanting to prevent the sealing of the
basin bottom.
• Written maintenance and repair records shall be maintained by the
party or parties signing the attached Agreement and shall be provided
to the City upon request.
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. 09/10/12012
8
Exhibit "D"
Storm Water Structural Maintenance CHECKLIST
FREQUENT
INSPECTION
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
pond
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
vegetation
Location of Erosion
Percent of
vegetation
Condition of trash
guard
Location of Erosion
MAJOR
INSPECTIONS
Condition of Storm
Water Quality
Structure
Type of Storm
Water Quality
Structure
Structure type and
Condition
Condition of Rip -
DATE
REPAIRS
REQUIRED
REPAIRS
MADE
NOTES
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. 09/10//2012
Rap
Condition of
filtration system
Berm or
Embankment
Settlement
Location of erosion
Evidence of
Animals
Evidence of Aquatic
life
Condition of
Aeration
Foundation
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. 09/10//2012
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 12/10/2013
DATE. Tuesday, December 10, 2013 REFERENCE NO.: **C-26588
LOG NAME: 20ROWE 5804 SWFMA PINION PARK
SUBJECT:
Authorize Execution of a Stormwater Facility Maintenance Agreement with Pinion Park Office Park, LLC,
and Pinion Park Office Center Condominium Association, Inc , for Property Located at 6364 Pinionpark Way,
East of Boat Club Road, at No Expense to the City (COUNCIL DISTRICT 2)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of a Stormwater Facility Maintenance
Agreement with Pinion Park Office Park, LLC, and the Pinion Park Office Center Condominium
Association, Inc. for property located at 6364 Pinionpark Way east of Boat Club Road, at no expense to the
City.
DISCUSSION:
Pinion Park Office Park, LLC, is the owner of a tract of land upon which it will construct a stormwater
management facility including a detention pond. The facility is being constructed to limit stormwater runoff
from their property to predevelopment levels. The detention pond will be located east of Boat Club Road at
the northern end of the Pinion Park Office Park common area.
The terms of the Maintenance Agreement will ensure proper maintenance of the facility by Pinion Park
Office Park, LLC, and the Pinion Park Office Center Condominium Association, at no cost to the City. The
landowner and successors are required to maintain the facility. However, if the landowner fails to properly
maintain the Agreement, the City has the right to take all steps necessary to ensure the facility is operating
according to City standards and to correct any deficiencies This requirement and right run with the land.
The facility is located in COUNCIL DISTRICT 2, Mapsco 46F and 48G.
FISCAL INFORMATION:
The Financial Management Services Director certifies that this action will have no material effect on City
funds.
FUND CENTERS:
TO Fund/Account/Centers FROM Fund/Account/Centers
CERTIFICATIONS:
Submitted for City Manager's Office bv:
Originating Denartment Head:
Additional Information Contact:
ATTACHMENTS
Fernando Costa (6122)
Douglas W. Wiersig (7801)
Deanna Cody (8379)
1. DOE 5804 20ROWE 5804 SWFMA PINION PARK.ndf