HomeMy WebLinkAboutContract 59333Date Received: 5/8/2023
Time Received: 8:27 a.m.
Permit No.: SWFMA-22-0058
City Secretary No.: 59333
STORMWATER FACILITY
MAINTENANCE AGREEMENT
WATER QUALITY DEVICES
THIS AGREEMENT, made and entered into this 8th day of May , 2023 , by
and between Summit Land Development, LLC, a Delaware limited liability company,
acting by and through Overland Property Grop, LLC, its duly authorized Manager,
hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to
as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as a
tract of land situated in the John Little Survey, Abstract No. 958, Tarrant County, Texas
according to the deed recorded in Document No. D221366078 Deed 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 Clifton Riverside Multifamily
hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be
approved by the City and the Landowner provides for management of Stormwater and its
runoff quality within the confines of the Property; and
WHEREAS, this Agreement shall run with the land and apply to the Landowner,
its successors and assigns. The term "Landowner" shall refer to the then -current legal
owner of the Property and/or the Facility as same are herein defined; and WHEREAS, the
Landowner has determined that on -site Stormwater Management Facilities to control
trash, debris and other floatable materials ("Facility") should be constructed and
maintained on a portion of the Property; and
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/17//2022 BN
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
WHEREAS, the City requires that the Facility, whether one or more, as shown on
the Plan be constructed and adequately maintained by the Landowner the locations of
which are as shown in the attached Exhibit "A" ("Facility Property"); and
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 adequately construct and maintain the 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 Facility includes all
structures required to control the quality of the storm water. Adequate
maintenance is herein defined as good working condition so that these facilities
are performing their designed functions. Maintenance forms provided by the
City, or an equivalent provided by the manufacturer of the Facility, attached to
this Agreement as Exhibit "D", are to be used to establish what good working
condition is acceptable to the City.
2. If the Landowner contracts the maintenance of the Facility with a qualified
third -party, Landowner shall attach a copy of the contract to this Agreement as
Exhibit "E".
3. The Landowner shall inspect or shall cause to be inspected the Facility at least
quarterly, using the form in Exhibit D, and shall be submitted to the City
quarterly. The purpose of the inspection is to assure safe and proper
functioning of the Facility. The inspection shall cover the entire Facility.
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. The corrections identified in the inspection
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/17//2022 BN
report must be corrected within the 3-month period in which the next
inspection report is required.
4. The Landowner hereby grants permission to the City, its authorized agents and
employees, to enter upon the Property to inspect the Facility whenever the City
deems necessary. The inspection may involve follow-up on reported
deficiencies and/or to respond to citizen complaints. The City shall provide the
Landowner copies of the inspection findings and a directive to commence with
maintenance and repairs if necessary.
5. In the event the Landowner fails to maintain the Facility as specified herein,
the City, its authorized agents and employees, may enter upon the Facility
Property and take whatever steps necessary to correct deficiencies identified in
the inspection report to protect public health, safety and welfare and to charge
the costs of such maintenance and repairs to the Landowner. It is expressly
understood and agreed that the City is under no obligation to routinely
maintain or repair the Facility, and in no event shall this Agreement be
construed to impose any such obligation on the City, such obligation is the
Landowner's.
6. The Landowner 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 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 fails 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. Such lien shall be perfected by filing in the office of the
County Clerk of the county in which the Facility lies, an affidavit identifying
the real property to be charged with such lien, stating the amount thereof, and
making reference to this Agreement.
7. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/17//2022 BN
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY. LANDOWNER COVENANTS AND AGREES
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 TO: PROPERLY INSTALL, MAINTAIN
AND REPAIR THE FACILITY, OR ANY DAMAGES CAUSED TO
PERSON OR PROPERTY DUE TO (1) FLOODING ATTRIBUTED TO
THE FACILITY OR (2) IMPROPER INSTALLATION,
MAINTENANCE AND REPAIR OF THE FACILITY , .
8. Landowner covenants and agrees that no habitable building shall be erected
within the boundaries of the Property in which the Facility is located as
outlined on Exhibit "A" but this paragraph shall not preclude construction of
other improvements within the boundaries of the Property in which the Facility
is located, which do not impede access to the Facility. 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.
[SIGNATURE PAGE FOLLOWS]
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 03/17//2022 BN
Executed this 8th
CITY:
day of May
(on behalf of)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: Mar 10, 2023
Approved as to Form and Legality:
Thomas Royce Hansen,
Assistant City Attorney II
City Attorney's Office
Date: M a r 10, 2023
4 vnon�Il
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ATTEST: ��
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Jannette Goodall,
City Secretary
City of Fort Worth
Date: May 8, 2023
2023
LANDOWNER:
Summit Land Development, LLC
By: Overland Property Group, LLC
a Delaware limited liability company
Its: Manager
By: Overland Property Group, LLC
a Kansas limited liability company
Date: A Ol ah e'J
Contract Compliance Manager:
By signing I acknowledge that I am the
person responsible
for the monitoring and administration of
this contract, including
ensuring all performance and reporting
requirements.
Rebecca Diane (Mar 10, 202314:47 CST)
Rebecca Owen, Planning Manager
Development Services
Date: Mar 10, 2023
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT rJ
Rev_ 03/17/12022 BN
STATE OF TEXAS
COUNTY OF TARRANT
This instrument was acknowledged before me on March loth, 2023 by
Dana Berghdoff-, Assistant Gify of the City of Fort Worth, on behalf of the City
of Fort Worth. Roger Venables, Director of Aviation
1�9
BROOKE BONNELL
Notary Public
STATE OF TEXAS
Notary I.D. 134009525
My Comm. Exp. Oct. 11, 2026
LANDOWNER
STATE OF _ 11,4k
,,11
COUNTY OF U D h4 & YJ
Digitally signed by Brooke
Brooke Bonnell Bonnell
Date: 2023.03.10 16:07:26-06'00'
Notary Public, State of Texas
BefoFa me, the undersigned authority on this _0 day of
Klkah , 20_'�>_, personally appeared Matthew Gillam,
known to me to be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that the same is the act of Manager of OPG Clifton Riverside
Partners, LLC, and that he executed the same as its Manager and as the act of such and for
the purposes and consideration expressed in the foregoing instrument.
AMANDA KLAUS
Notary Public, State of Kansas
�klMy Appppopintrnent Expires
IeVfsi'si`
I , Vvwl"1 r� n vn
Notary Public, State of A,Km
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev. 03117/12022 BN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/17//2022 BN
EXHIBIT "A"
PRIVATE DRAINAGE EASEMENT
1.027 ACRES/44,740 SQ. FT.
BEING A 1.027 ACRE (44,740 SQUARE FOOT) TRACT OF LAND SITUATED IN THE JOHN LITTLE SURVEY,
ABSTRACT No. 957, TARRANT COUNTY, TEXAS, BEING PART OF A CALLED 0.257 ACRE TRACT OF LAND
CALLED TRACT 1 DESCRIBED IN DEED TO SUMMIT LAND DEVELOPMENT AS RECORDED IN COUNTY
CLERK'S FILE No. D221366078, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS AND BEING PART
OF LOT 1, BLOCK 1, TRINITY RIVER ADDITION, AN ADDITION TO THE CITY OF FORT WORTH AS SHOWN
ON THE PLAT RECORDED IN CABINET B, SLIDE 2904, PLAT RECORDS, TARRANT COUNTY, TEXAS. SAID
1.027 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
(BEARINGS AND COORDINATES ARE GRID BASED ON THE "TEXAS COORDINATE SYSTEM OF 1983,
NORTH CENTRAL ZONE" AS DETERMINED BY GPS OBSERVATIONS. THE CONVERGENCE ANGLE AT
THE POINT OF BEGINNING IS 0°38'S5.7". DISTANCES WERE ADJUSTED TO SURFACE USING A
COMBINED SCALE FACTOR OF 1.000136772746.)
BEGINNING AT A 5/8" YELLOW PLASTIC CAPPED IRON ROD SET (N: 6964700.03, 2334141.70) STAMPED
"MMA" (HEREINAFTER CALLED A 5/8" IRON ROD SET) FOR THE NORTH CORNER OF SAID LOT 1 AND
BEING AT THE INTERSECTION OF THE WEST BOUNDARY LINE OF SAID 0.257 ACRE TRACT WITH THE
SOUTH RIGHT-OF-WAY LINE OF A 5 FOOT RIGHT-OF-WAY DEDICATION FOR EAST BELKNAP STREET (ALSO
KNOWN AS U.S. HIGHWAY 377, A VARIABLE WIDTH RIGHT-OF-WAY, CABINET B, SLIDE 2904 OF SAID
PLAT RECORDS);
THENCE, OVER AND ACROSS SAID 0.257 ACRE TRACT THE FOLLOWING EIGHT (8) COURSES AND
DISTANCES:
NORTH 60°31'53" EAST, A DISTANCE OF 19.13 FEET TO A POINT FOR CORNER,
SOUTH 29°44'57" EAST, A DISTANCE OF 14.09 FEET TO A POINT FOR THE BEGINNING OF A
TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 3.00 FEET, A DELTA ANGLE OF 90-00'001,
AND A LONG CHORD BEARING AND DISTANCE OF SOUTH 74°44'57" EAST, A DISTANCE OF 4.24
FEET,
SOUTHEASTERLY, WITH SAID TANGENT CURVE TO THE LEFT, AN ARC -DISTANCE OF 4.71 FEET TO
A POINT,
NORTH 60°15'03" EAST, A DISTANCE OF 15.00 FEET TO A POINT FOR CORNER,
SOUTH 29°44'57" EAST, A DISTANCE OF 12.02 FEETTO A POINT FOR THE BEGINNING OF A
TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 69.00 FEET, A DELTA ANGLE OF 30°00'25"
AND A LONG CHORD BEARING AND DISTANCE OF SOUTH 14°44'44" EAST, 35.73 FEET,
SOUTHEASTERLY, WITH SAID TANGENT CURVE TO THE RIGHT, AN ARC -DISTANCE OF 36.14 FEET
TO A POINT,
PAGE 1 OF 8
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EXHIBIT "A"
PRIVATE DRAINAGE EASEMENT
1.027 ACRES/44,740 SQ. FT.
SOUTH 00°15'28" WEST, A DISTANCE OF 198.41 FEET TO APO I NT FORTH E BEGINNING OF A
TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 69.00 FEET, A DELTA ANGLE OF 6-37,37"
AND A LONG CHORD BEARING AND DISTANCE OF SOUTH 03°34'17" WEST, 7.98 FEET,
SOUTHWESTERLY, WITH SAID TANGENT CURVE TO THE RIGHT, AN ARC -DISTANCE OF 7.98 FEET
TO A POINT, AND
SOUTH 11°04'30" WEST, AT 0.32 FEET PASSING A POINT ON THE COMMON SOUTHWEST
BOUNDARY LINE OF SAID 0.257 ACRE TRACT AND THE NORTHEAST BOUNDARY LINE OF SAID
LOT 1, CONTINUING OVER AND ACROSS SAID LOT 1, IN ALL A DISTANCE OF 10.08 FEET TO A
POINT FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF
69.00 FEET, A DELTA ANGLE OF 42°07'37" AND A LONG CHORD BEARING AND DISTANCE OF
SOUTH 36°19'44" WEST, 49.60 FEET;
THENCE, OVER AND ACROSS SAID LOT 1 THE FOLLOWING FOURTY-SEVEN (47) COURSES AND
DISTANCES:
SOUTHWESTERLY, WITH SAID NON -TANGENT CURVE TO THE RIGHT, AN ARC -DISTANCE OF 50.73
FEET TO A POINT,
SOUTH 57°23'32" WEST, A DISTANCE OF 21.89 FEET TO A POINT FOR THE BEGINNING OF A
TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 69.00 FEET, A DELTA ANGLE OF 24°21'23"
AND A LONG CHORD BEARING AND DISTANCE OF SOUTH 69°34'14" WEST, 29.11 FEET,
SOUTHWESTERLY, WITH SAID TANGENT CURVE TO THE RIGHT, AN ARC -DISTANCE OF 29.33 FEET
TO A POINT,
SOUTH 81°44'55" WEST, A DISTANCE OF 242.92 FEET TO A POINT FOR CORNER,
NORTH 07°09'10" WEST, A DISTANCE OF 10.98 FEET TO AN ANGLE POINT,
SOUTH 36°44'55" WEST, A DISTANCE OF 6.24 FEET TO AN ANGLE POINT,
SOUTH 81°44'55" WEST, A DISTANCE OF 16.65 FEET TO A POINT FOR CORNER, FROM WHICH A
1/2" CAPPED IRON ROD FOUND STAMPED "CBG SURVEY" FOR THE SOUTHWEST CORNER OF
SAID LOT 1 BEARS SOUTH 71°02'43" WEST, A DISTANCE OF 150.03 FEET,
NORTH 08°15'05" WEST, A DISTANCE OF 5.00 FEET TO A POINT FOR CORNER,
NORTH 81°44'55" EAST, A DISTANCE OF 14.58 FEET TO AN ANGLE POINT,
PAGE 2OF8
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EXHIBIT "A"
PRIVATE DRAINAGE EASEMENT
1.027 ACRES/44,740 SQ. FT.
NORTH 36°44'55" EAST, A DISTANCE OF 7.94 FEET TO APO I NT FORTH E BEGINNING OF A NON -
TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 3.00 FEET, A DELTA ANGLE OF 43°14'57"
AND A LONG CHORD BEARING AND DISTANCE OF NORTH 76°37'36" WEST, 2.21 FEET,
NORTHWESTERLY, WITH SAID NON -TANGENT CURVE TO THE LEFT, AN ARC -DISTANCE OF 2.26
FEET TO A POINT,
SOUTH 81°44'55" WEST, A DISTANCE OF 12.14 FEET TO A POINT FOR CORNER,
NORTH 21°01'51" WEST, A DISTANCE OF 26.66 FEET TO A POINT FOR THE BEGINNING OF A
NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 25.01 FEET, A DELTA ANGLE OF
91°18'09" AND A LONG CHORD BEARING AND DISTANCE OF NORTH 37°24'38" EAST, 35.77,
NORTHEASTERLY, WITH SAID NON -TANGENT CURVE TO THE LEFT, AN ARC -DISTANCE OF 39.86
FEET TO A POINT,
NORTH 08°15'05" WEST, A DISTANCE OF 8.71 FEET TO A POINT FOR THE BEGINNING OF A
TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 3.00 FEET, A DELTA ANGLE OF 90-00,001,
AND A LONG CHORD BEARING AND DISTANCE OF NORTH 53°15'05" WEST, 4.24 FEET,
NORTHWESTERLY, WITH SAID TANGENT CURVE TO THE LEFT, AN ARC -DISTANCE OF 4.71 FEET
TO A POINT,
SOUTH 81°44'55" WEST, A DISTANCE OF 15.00 FEET TO A POINT FOR CORNER,
NORTH 08°15'05" WEST, A DISTANCE OF 11.23 FEET TO AN ANGLE POINT,
NORTH 21°01'51" WEST, A DISTANCE OF 66.72 FEET TO A POINT FOR CORNER,
NORTH 68°58'09" EAST, A DISTANCE OF 16.00 FEET TO A POINT FOR THE BEGINNING OF A
TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 2.00 FEET, A DELTA ANGLE OF 90-00,001,
AND A LONG CHORD BEARING AND DISTANCE OF NORTH 23°58'09" EAST, 2.83 FEET,
NORTHEASTERLY, WITH SAID TANGENT CURVE TO THE LEFT, AN ARC -DISTANCE OF 3.14 FEET TO
A POINT
NORTH 21°01'51" WEST, A DISTANCE OF 5.44 FEET TO A POINT FOR CORNER,
NORTH 59°48'05" EAST, A DISTANCE OF 26.34 FEET TO A POINT FOR CORNER,
PAGE 3OF8
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EXHIBIT "A"
PRIVATE DRAINAGE EASEMENT
1.027 ACRES/44,740 SQ. FT.
SOUTH 21°01'51" EAST, A DISTANCE OF 0.78 FEET TO APO I NT FORTH E BEGINNING OF
TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 2.00 FEET, A DELTA ANGLE OF 90-00'001,
AND A LONG CHORD BEARING AND DISTANCE OF SOUTH 66°01'51" EAST, 2.83 FEET,
SOUTHEASTERLY, WITH SAID TANGENT CURVE TO THE LEFT, AN ARC -DISTANCE OF 3.14 FEET TO
A POINT,
NORTH 68°58'09" EAST, A DISTANCE OF 16.00 FEET TO A POINT FOR CORNER,
SOUTH 21°01'51" EAST, A DISTANCE OF 118.02 FEETTO A POINT FOR CORNER,
SOUTH 77°52'08" EAST, A DISTANCE OF 6.51 FEETTO A POINT FOR CORNER,
NORTH 81°44'55" EAST, A DISTANCE OF 18.00 FEET TO A POINT FOR THE BEGINNING OF A
TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 3.00 FEET, A DELTA ANGLE OF 90-00,001,
AND A LONG CHORD BEARING AND DISTANCE OF NORTH 36°44'55" EAST, 4.24 FEET,
NORTHEASTERLY, WITH SAID TANGENT CURVE TO THE LEFT, AN ARC -DISTANCE OF 4.71 FEETTO
A POINT,
NORTH 08°15'05" WEST, A DISTANCE OF 15.00 FEET TO A POINT FOR CORNER,
NORTH 81°44'55" EAST, A DISTANCE OF 135.00 FEET TO A POINT FOR CORNER,
SOUTH 08°15'05" EAST, A DISTANCE OF 15.00 FEETTO A POINT FOR THE BEGINNING OF A
TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 3.00 FEET, A DELTA ANGLE OF 90°00'00"
AND A LONG CHORD BEARING AND DISTANCE OF SOUTH 53°15'05" EAST, 4.24 FEET,
SOUTHEASTERLY, WITH SAID TANGENT CURVE TO THE LEFT, AN ARC -DISTANCE OF 4.71 FEET TO
A POINT,
NORTH 81°44'55" EAST, A DISTANCE OF 21.12 FEET TO A POINT FOR THE BEGINNING OF A
TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 7.00 FEET, A DELTA ANGLE OF 24°21'23"
AND A LONG CHORD BEARING AND DISTANCE OF NORTH 69°34'14" EAST, 2.95 FEET,
NORTHEASTERLY, WITH SAID TANGENT CURVE TO THE LEFT, AN ARC -DISTANCE OF 2.98 FEETTO
A POINT
NORTH 57°23'32" EAST, A DISTANCE OF 21.89 FEET TO AN ANGLE POINT,
NORTH 27°13'11" EAST, A DISTANCE OF 7.06 FEETTO AN ANGLE POINT,
PAGE 4OF8
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EXHIBIT "A"
PRIVATE DRAINAGE EASEMENT
1.027 ACRES/44,740 SQ. FT.
NORTH 00°15'28" EAST, A DISTANCE OF 90.00 FEET TO APO I NT FORTH E BEGINNING OF A
TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 3.00 FEET, A DELTA ANGLE OF 90-00,001,
AND A LONG CHORD BEARING AND DISTANCE OF NORTH 44°44'24" WEST, 4.24 FEET,
NORTHWESTERLY, WITH SAID TANGENT CURVE TO THE LEFT, AN ARC -DISTANCE OF 4.71 FEET
TO A POINT,
NORTH 89°44'32" WEST, A DISTANCE OF 15.00 FEET TO A POINT FOR CORNER,
NORTH 00°15'28" EAST, A DISTANCE OF 45.00 FEET TO A POINT FOR CORNER
SOUTH 89°44'32" EAST, A DISTANCE OF 15.00 FEET TO A POINT FOR THE BEGINNING OF A
TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 3.00 FEET, A DELTA ANGLE OF 90°00'00"
AND A LONG CHORD BEARING AND DISTANCE OF NORTH 45°15'33" EAST, 4.24 FEET,
NORTHEASTERLY, WITH SAID TANGENT CURVE TO THE LEFT, AN ARC -DISTANCE OF 4.71 FEET TO
A POINT,
NORTH 00°15'28" EAST, A DISTANCE OF 57.00 FEET TO A POINT FOR CORNER,
SOUTH 89°44'32" EAST, A DISTANCE OF 13.86 FEETTO A POINT FOR THE BEGINNING OF A
TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 3.00 FEET, A DELTA ANGLE OF 108°32'25"
AND A LONG CHORD BEARING AND DISTANCE OF NORTH 35°59'16" EAST, 4.87 FEET, AND
NORTHEASTERLY, WITH SAID TANGENT CURVE TO THE LEFT, AT AN ARC -DISTANCE OF 1.34 FEET
PASSING A POINT IN THE COMMON NORTHEAST BOUNDARY LINE OF SAID LOT 1 AND THE
SOUTHWEST BOUNDARY LINE OF SAID 0.257 ACRE TRACT, CONTINUING OVER AND ACROSS
SAID 0.257 ACRE TRACT, IN ALL AN ARC -DISTANCE OF 5.68 TO A POINT FOR THE BEGINNING OF
A COMPOUND CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET, A DELTA ANGLE OF
11°27'28" AND A LONG CHORD BEARING AND DISTANCE OF NORTH 24°01'27" WEST, 4.99 FEET;
THENCE, WITH SAID COMPOUND CURVE TO THE LEFT, AN ARC -DISTANCE OF 5.00 FEET TO A POINT
THENCE, NORTH 29°44'57" WEST, OVER AND ACROSS SAID 0.257 ACRE TRACT, AT 4.33 FEET PASSING
SAID COMMON BOUNDARY LINE AND CONTINUING OVER AND ACROSS SAID LOT 1, IN ALL A DISTANCE
OF 32.55 FEET TO A POINT FOR CORNER AND BEING IN THE COMMON NORTHWEST BOUNDARY LINE OF
SAID LOT 1 AND THE AFORESAID SOUTHEAST RIGHT-OF-WAY LINE;
PAGE 5OF8
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EXHIBIT "A"
PRIVATE DRAINAGE EASEMENT
1.027 ACRES/44,740 SQ. FT.
THENCE, NORTH 59°28'14" EAST, WITH SAID COMMON LINE, A DISTANCE OF 8.87 FEET TO THE POINT
OF BEGINNING AND BEING 1.027 ACRES OR 44,740 SQUARE FEET OF LAND, MORE OR LESS.
..... • . .
V 97
N� •8 U RV E`I
TIMOTHY A. NOLD DATE
REGISTERED PROFESSIONAL LAND SURVEYOR
TEXAS REGISTRATION No. 5658
U, mlm
a
mmatexas. com
519 east border
arlington, texas 76010
817-469-1671
TNold@mmatexas.com
0 97
1-02-2-
PAGE 6OF8
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EXHIBIT "A"
PRIVATE DRAINAGE EASEMENT
SITUATED IN THE JOHN LITTLE SURVEY, ABSTRACT NO. 958
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
LEGENDIABBREVIATIONS
IRF
IRON ROD FOUND
CIRF
CAPPED IRON ROD FOUND
CIRS
CAPPED IRON ROD SET
PRTCT
PLAT RECORDS,
TARRANT COUNTY, TEXAS
OPRTCT
OFFICIAL PUBLIC RECORDS,
TARRANT COUNTY, TEXAS
DRTCT
DEED RECORDS, TARRANT
COUNTY, TEXAS
POB
POINT OF BEGINNING
CC#
COUNTY CLERK'S
INSTRIIMFNT NIIMRFR
APPROXIMATE LOCATION OF 100 YEAR ' 1
REGULATORY FEMA FLOODPLAIN APPROXIMATE LO HA ZA
ZONE AE FEMA FLOOD OD ON OF 100 YEAR
D
ZONE X
PER FIRM MAP 48439CO195L RR
EFFECTIVE DATE MARCH 21, 2019 PER FIRM MAP 48439C
EFFECTVE DATE MARCH 21, 2019 PORS
CI
/ N: 6, 964, 700.03
/ 'AllE.•2,334,141.70
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0p9• PRTCT
501601. 4
/ j5e�e SjE 290 L L23 / i I RON R. WiNSETT
B TOT 33 C10 PAULA L. WiNSETT
GPB• pR2 pG• I CC# D205269384
$2 ' ' L25 OPRTCT
r/ ES 2g0`� J0� 12 ORTC �g2 LOT 1 BLOCK 1
I L 3
�11L5L10E �i L21 1RINITY RIVER ADD17ION
10 $, TGT CAB. B, SLIDE 2904
GP6 pR o\ \ rn PRTCT J
C8L27 I L30 C13-1
CLEAR CHANNEL OUTDOOR ' L18 Liz °h
ACCESS & UTILITY ESMT. \ � 1
\\ CCU D2180708166 95 Il 0� \ L28 C11I
\ OPRTCT L13ri
LCS
L 12 6�
\ 150.0.3 \W Ll
— �� �t -"11/2" CIRF L10
C18
(CBG SURVEY)
\
CLEAR CHANNEL OUTDOOR
• .
ESMT. AREA
TARRANT COUNTY WATER
CC// D213226450
CONTROL & IMPROVEMENT
CC// D214086679
DISTRICT NO. ONE
CC# D218070815
TRINITY RIVER
OPRTCT
FLOODWAY ESMT.
VOL. 2285, PG. 188
DRTCT
I'
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1L 0' UTILITY ESMT.
CAB. B, SLIDE 2904
PRTCT
AIRPORT FREEWAY
(STATE HWY. 121)
(VARIABLE WIDTH RIGHT OF WAY)
VOL. 3694, PG. 102
VOL. 4020, PG. 145
DRTCT
1. BEARINGS AND COORDINATES ARE GRID BASED ON THE "TEXAS COORDINATE SYSTEM OF
1983, NORTH CENTRAL ZONE" AS DETERMINED BY GPS OBSERVATIONS. THE
CONVERGENCE ANGLE AT THE POINT OF BEGINNING IS 0038'55.7". ALL DISTANCES HAVE
BEEN ADJUSTED TO SURFACE USING A COMBINED SCALE FACTOR OF 1.000136772746.
2. ALL MONUMENTS ARE A 5/8" YELLOW PLASTIC CAPPED IRON ROD STAMPED MMA"
UNLESS OTHERWISE NOTED.
C16
vcrKy LOT 1q
STAL bE y �/BDIySYON
I VOL. 1994, PG
—TCT � 448
STA
VOL. LL 2�.ElNC.ESS
DRTCPG 527
I V� LAMB A0
PR01 n0jV
,0 541, PG 484
TCT
3 �'ERRACE �
Nti 30'RicHrOf- WAy
VOL LAIVB ADDInON
41, Pp
I Q I PRTCT , 484
2
� I 2501 A1�
\` � # 021pj86612
OPRTCT
PRIVATE DRAINAGE
EASEMENT
1.027 ACRES
(44,740 S.F.)
mlmI
a
dY arddteclure plannhV
tbpels registration number: f — 2759
tbpels registration/license number: 10088000
519 east border
a r l i n g t o n, texas 7 6 0 1 0
817-469-1671
fax: 8 1 7 — 2 7 4 — 8 7 5 7
DATE: 19L12022 SCALE: 1=_ 100' _ DRAWN BY: _ JMS _ CHECKED BY:_ TAN- JOB. NO.: 3402-00-02
w w w. m m a t e x a s. c o m
PAGE 7 OF 8
EXHIBIT "A"
PRIVATE DRAINAGE EASEMENT
SITUATED IN THE JOHN LITTLE SURVEY, ABSTRACT NO. 958
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
L1
N 6031'53" E
19.13,
L17
N 08'15'O5" W
8.71'
L33
N 5723'32" E
21.89'
L2
S 29'4457" E
14.09'
L18
S 814455" W
15.00'
L34
N 27'13'11" E
7.06'
L3
N 60'15'03" E
15.00'
L19
N 08'15'O5" W
11.23'
L35
N 00'1528" E
90.00,
L4
S 29'4457" E
12.02'
L2O
N 2101'51" W
66.72'
L36
N 89'44'32" W
15.00'
L5
S 00'1528" W
198.41'
L21
N 6858'09" E
16.00'
L37
N 00'1528" E
45.00'
L6
S 1104'30" W
10.08,
L22
N 2101'51" W
5.44'
L38
S 8944'32" E
15.00'
L7
S 5723'32" W
21.89'
L23
N 59 48'05" E
26.34'
L39
N 00'1528" E
57.00'
L8
S 814455" W
242.92'
L24
S 21'0151" E
0.78'
L40
S 8944'32" E
13.86'
L9
N 07'09'10" W
10.98'
L25
N 68 58'09" E
16.00'
L41
N 29'4457" W
32.55'
L10
S 364455" W
6.24'
L26
S 21'0151" E
118.02'
L42
N 5928'14" E
8.87'
L11
S 814455" W
16.65'
L27
S 77'52'08" E
6.51'
L43
N 122051" W
5.26'
L12
N 08'15'05" W
5.00'
L28
N 814455" E
18.00'
L44
N 592151" E
39.31'
L13
N 81'4455" E
14.58'
L29
N 08'15'O5" W
15.00'
L45
S 893844" E
33.92'
L14
N 36'4455" E
7.94'
LJO
N 81 44'55" E
135.00'
L46
S 5933'58" W
86.35'
8144S5" W
12.14'
L31
S 08'15'05" E
15.00'
L47
N 41'O6'03" W
103.74'
E15S
N 21 01 'S1 " W
26.66'
L32
N 81 44'55" E
21.12'
L48
N 50 58S1 " W
27.44'
CURVE TABLE
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
3.00'
4.71'
90' 00' 00"
S 74'4457" E
4.24'
C2
69.00'
36.14'
30' 00' 25"
S 14'44'44" E
35.73'
C3
69.00'
7.98'
6' 37' 37"
S 0334'17" W
7.98'
C4
69.00'
50.73'
42' 07' 37"
S 36'19'44" W
49.60'
C5
69.00'
29.33'
24' 21' 23"
S 6934'14" W
29.11'
C6
3.00'
2.26'
43' 14' 57"
N 763736" W
2.21'
C7
25.01'
39.87'
91' 19' 26"
N 3724'00" E
35.78'
C8
3.00'
4.71'
90' 00' 00"
N 53'15'05" W
4.24'
C9
2.00'
J.14'
90' 00' 00"
N 23 58'09" E
2.83'
CIO
2. 00'
J.14'
90' 00' 00"
S 66'01 'S 1 " E
2. 83'
C11
3.00'
4.71'
90' 00' 00"
N 364455" E
4.24'
C12
3.00'
4.71'
90' 00' 00"
S 53'15'05" E
4.24'
C13
7.00'
2.98'
24' 21' 23"
N 6934'14" E
2.95'
C14
3.00'
4.71'
90' 00' 00"
N 44'4424" W
4.24'
C15
3.00'
4.71'
90' 00' 00"
N 45'15'33" E
4.24'
C16
3.00'
5.68'
108' 32' 25"
N 35 59'16" E
4.87'
C17
25. 00'
5.00'
11' 27' 28"
N 2401'27" W
4.99'
C18
4024.72'
423.17'
6' 01' 27"
S 8033'49" W
422.98'
mlmI
a
dull er�glneerlrrg surveyhrg hrrrdecepe arddtecture plennhg
tbpels registration number: f - 2759
tbpels registration/license number: 10088000
519 east border
a r l i n g t o n, texas 7 6 0 1 0
8 1 7 - 4 6 9 - 1 6 7 1
fax: 817-274-8757
w w w. m m a t e x a s. c o m
DATE: 10Z-19,Z2022 SCALE: 1=_100'_ DRAWN BY: _ JMS_ CHECKED BY:_ TAN_ JOB. N0.:3402-00-02 PAGE 8 OF 8
EXHIBIT "B"
This exhibit specifies design and maintenance standards for a structural water quality
device (WQ device) located below ground as part of the storm drain network when
installed as a part of a development requiring a Stormwater Facilities Maintenance
Agreement. The requirements below are in addition to all applicable City's iSWM
requirements, City's standard construction plans and specifications, and should be made
part of the Stormwater Facilities Maintenance Agreement obligating the property owner to
maintain the unit as described in the City's iSWM Criteria Manual, Section 5.5. Additional
guidance for WQ devices can be obtained from the NCTCOG iSWM Technical Manual,
Site Development Controls chapter.
1). The WQ device will need to be certified as meeting applicable City or Tarrant Regional
Water District (TRWD) water quality performance specifications and will require approval
by the TRWD. Certifications will be accepted from the Technology Acceptance
Reciprocity Partnership (TARP), Technology Assessment Protocol Ecology (TAPE), or
other third party testing services to the satisfaction of the SWM/TPW City of Fort Worth.
2). The engineer shall provide the City spreadsheets and/or output from specialized
vendor software used to calculate water quality treatment discharges.
3). The engineer shall provide the City electronic CAD (or equivalent) shop drawings of
the WQ device.
4). The lowest depth of BMP invert from ground surface shall be no more than 25 feet.
Deeper units will require prior approval from the City to ensure that the unit is realistically
maintainable by the property owner.
5). Clean out ports and manholes should be designed to allow manual confined space
entry within the unit, and should have a minimum inner diameter manhole opening of 30
inches. Manholes shall be constructed to City's 33 49 10-D412 specification.
6). The WQ device itself plus an additional 10 feet perimeter buffer around the WQ device
shall be shown as permanent private drainage easement. Additional access for
maintenance equipment shall be provided from public Right -of -Way point of entry. WQ
devices requiring vactor trucks must have a 20 feet wide access pathway. The City's
SWM Department should be consulted for easement requirements if other type of
equipment will be used by the property owner to maintain the device.
7). The engineer shall provide special structural designs and sealed report for dimensions
and depths exceeding City's standard specifications as follows:
Box sections exceeding 60";
wall penetrations exceeding 36" for 4' square boxes, 48" for 5' square boxes, and
60" for 6' and above square boxes;
Any part of the BMP exceeding 20' below ground.
8). Engineer shall provide the Operations & Maintenance manual which includes how the
unit operates, frequency of inspection and removal of captured debris. Forms for required
maintenance from the manufacturer shall be attached to this agreement as Exhibit D.
9). Recommend that the property owner acquire a 2 year warranty on the device.
WATER QUALITY DEVICE - STORM WATER FACILITY MAINTENANCE AGREEMENT 8
Rev. 05/04/2017
Tarrant
Regional
Water
triwftil" District
February 16, 2022
Alice Cruz
Development Associate
Saigebrook Development O-SDA Industries
1925 Fort Worth Hwy, Ste. 105
Weatherford, TX 76086
RE: Clifton Riverside Stormwater Facilities
Dear Ms. Cruz:
Thank you for submitting your plans, dated January 28, 2022, for the proposed development, Clifton
Riverside Multi -Family, located on East Belknap Street, near the Trinity River located in Fort Worth,
Texas.
The Tarrant Regional Water District (TRWD) reviewed your attached submittal and appreciate the efforts
being made to protect the quality of stormwater runoff in Fort Worth. Based on the review of your
proposal, we determined that the proposed stormwater quality measures will meet our requirements.
The approved plan has the following components:
• Surface runoff from the development will be treated using permeable pavers that are used for
the general access lanes and the parking areas.
• A vegetative filter strip on the western edge of the property will also serve to protect stormwater
quality.
TRWD comments:
1. Submit construction plans when they are available for TRWD review.
2. Prior to construction, an approval packet containing a Stormwater Facility Maintenance
Agreement will be issued based on this design.
3. This letter represents that design has met TRWD's stormwater requirements.
800 East Northside Drive I Fort Worth. TX 76102 1016 1 Office: (817) 335 2491 1 TRWD.coni
Enriching communities_ Improving the gualetr of life.
Februtin• 16, 2022
The facilities must be maintained according to installer's specifications to maintain functionality and
performance of the units. All parties shall comply with all Local, State, and Federal Laws. Our
communications regarding stormwater quality measures should not be considered as an approval of the
engineered design, functionality, maintenance, or acceptance of responsibility pertaining to, or arising
from the construction and operation of stormwater infrastructure improvement herein.
Sincerely,
/7-,Zfz�--
R. Brenton Dunn
Environmental Division
Tarrant Regional Water District
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EROSION CONTROL PLAN
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EXHIBIT "C"
CITY OF FORT WORTH STORMWATER FACILITY
OPERATION, MAINTENANCE & INSPECTION 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 following the manufacturer recommendations for maintaining the system,
or once every 6 months, whichever is of the shorter duration. Disposal of litter,
sediment, and debris shall be in accordance with federal, state and local
regulations.
PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted at frequency
specified by manufacturer and documented in the manufacturer supplied or
City's inspection form (Exhibit C)
• The inspection form shall document the condition of the Facility's
components, Inspections for each water quality device shall be performed
using the form below, or equivalent from the manufacturer of the device. If
performing inspections using manufacturer's inspection list, attach to
Exhibit C.
Written maintenance and repair records shall be maintained by the party or
parties signing the attached Agreement and shall be provided to the City
annually Inspection forms shall be sent to the following:
Storm Water Division,
Transportation & Public Works Department,
City of Fort Worth
1000 Throckmorton Street,
Fort Worth, TX 76103
WATER QUALITY DEVICE - STORM WATER FACILITY MAINTENANCE AGREEMENT 9
Rev. 05/04/2017
Water Quality Device Name: Permeable Pavers Vendor & Model: Pervious Concrete Pavers, Belgard Aqualine 3 1/8" (80MM)
Date Inspected:
Location: Weather Conditions:
Inspected By:
Inspection Time: (Regular Time/Hours) (Over Time/Hours)
Vehicle ID/#:
Inspection Mileage: (Starting) (Ending) (Total)
Circle one per question
Manhole Lid Work Order Required? Yes No
NA Comment:
1.
Manhole Base Work Order Required?
Yes
No NA
Comment:
2.
Obvious Damage to BMP? Yes
No
NA
Comment:
3. Percentage of Debris? <10% 10-25%
26-50%
51-75% 76-100%
Comment:
4.
Offensive Oder Present? Yes
No
NA
Comment:
5.
Mosquito Larvae Present?Yes
No
NA
Comment:
6.
Oil Sheen Present? Yes
No
NA
Comment:
7.
Cleaning Work Order Required?
Yes
No
NA
Comment:
8.
Water Clarity? Clear Brown
Green Black
Gray Comment:
Utility Fee Credit? Yes No NA
Comment:
Additional repair or maintenance comments:
WATER QUALITY DEVICE - STORM WATER FACILITY MAINTENANCE AGREEMENT 10
Rev. 05/04/2017
EXHIBIT "D"
[City Approved Maintenance Specifications from Manufacturer of Water Quality
Device].
WATER QUALITY DEVICE - STORM WATER FACILITY MAINTENANCE AGREEMENT 11
Rev. 05/04/2017
BELGARD'
PAVES THE WAY
Permeable Paver Post -Construction Services
All Stormwater Control Measures require maintenance
including permeable pavement systems. The Belgard
Commercial Team is your partner to ensure the long-term
performance of your permeable pavement.
Services Available from Belgard
❖ Project -specific O&M Manuals
❖ ASTM C 1781 Surface Infiltration Testing
❖ Routine PICP Maintenance Program
Restorative PICP Maintenance
Property Owner Benefits
•'• Maintenance programs tailored to your needs and
♦ resources
❖ Confirmation that your permeable pavement system
is performing as designed
❖ Routine and restorative maintenance performed by
a Belgard-approved service provider will protect
your investment by keeping your permeable
pavement system functioning for decades
a
Permeable Paver Post -Construction Services in
PAVES 7HE WAY
All stormwater control measures, require post -construction activities to ensure effective long-term
performance during its operational life. Permeable Interlocking Concrete Pavement (PICP), like all types of
permeable pavement, require site -specific cleaning procedures, periodic inspection and testing, and applicable
maintenance. The following post -construction services are available.
Project -specific O&M Manual - Belgard Commercial has developed O&M manual templates for commercial
and municipal PICP projects. Assistance with developing a project -specific O&M manual can be provided.
ASTM C 1781 Surface Infiltration Testing— Belgard Commercial can provide initial surface infiltration testing
along with a report documenting the methodology and results for municipal and commercial PICP projects.
Routine PICP Maintenance Program — Belgard Commercial can facilitate routine maintenance service
contracts for commercial and municipal PICP projects. The frequency and cost of this program will be quoted
on a project -specific basis. Typical maintenance programs will be based on 3-year contract periods. This
program does not include restorative maintenance, or any paver repair work. Belgard Commercial will ensure
that appropriate mechanical or regenerative air sweeper equipment will be operated by qualified and trained
contractors approved by Belgard Commercial. Maintenance or inspection programs may include ASTM C 1781
surface infiltration testing documenting post maintenance infiltration conditions with a report sent to owner
or facility management.
Restorative PICP Maintenance — Belgard Commercial can facilitate restorative maintenance services on an as -
needed basis. Belgard Commercial will ensure that appropriate vacuum equipment will be operated by
qualified and trained contractors approved by Belgard Commercial. Disposal of removed joint fill materials
and installation of the proper replacement joint infill aggregates will be included in the scope of work. The cost
of this program will be quoted on a project -specific basis. This program does not include routine maintenance
or any paver repair work. Projects that elect restorative maintenance will receive results of an ASTM C 1781
surface infiltration test upon completion of the scope of work.
When Would I need Restorative Maintenance?
Your permeable pavement may never need restorative maintenance. However, sometimes pavements
subjected to significant sediment loading or older installations not routinely maintained, can become clogged.
An indication that restorative maintenance may be needed is when rainwater ponds on permeable paver
surfaces, or surface infiltration rates fall below 100 in/hr. In addition, on some land development or phased
construction projects, permeable pavers are installed early in the project and often are subjected to significant
sediment loading prior to overall project completion or occupancy permit issuance. Project developers, HOAs,
and municipal inspectors typically require that the PICP system be restored to full surface infiltration capacity
for final acceptance and approval. On these projects subject to sediment loading, Belgard Commercial
recommends a restorative maintenance program be implemented to restore the PICP infiltration rate and
jointing material, and will include this service in the project quote upon request.
January 15, 2020
I
I
BELGARD PERMEABLE PAVERS are produced by Oldcastle
Architectural Products Group (APG) plants throughout North
America and are manufactured in accordance with ASTM C936
Standard Specification for Solid Concrete Interlocking Paving
Units, and ASTM C1782 Standard Specification for Segmental
Concrete Paving Slabs in the United States. In Canada, pavers
and slabs are manufactured in accordance with CSA A231.1 f
'
A231.2 Precast Concrete Paving Slabs/Precast Concrete Pavers.
a�
Permeable Interlocking Concrete Pavement (PICK like all
types of permeable pavement, is a stormwater control measure
that requires periodic inspection and maintenance to ensure
-
long-term performance throughout the design life of the
- —
system. The type of maintenance differs from traditional
-
impermeable pavements and maintenance methods can vary
based on site -specific conditions.
All permeable pavements will collect sediment and debris
which results in a decreasing infiltration rate over time. The
rate of decrease depends on the sources of sediment. The
surface infiltration rate reduction is gradual over time and
most rain events are still infiltrated through the sediment filled
joints. Gradual sedimentation captures suspended solids near
the surface where routine maintenance can readily remove
the sediment.
This document addresses the key inspection and maintenance
requirements for Belgard permeable paver systems and does
not address other types of permeable pavement systems or the
cleaning and maintaining of standard concrete pavers. Belgard
recommends that a site -specific Operations 8 Maintenance
(08M) Manual be developed, based on guidelines presented in
this document, for large commercial and municipal projects.
Visit www.BatgardCommarclat.com for a full collection of
resources related to Belgard permeable pavers including
typical details, guide specifications, laying patterns, and other
reference material.
Oldcastle APG, a part of CRH International, is committed to
delivering sustainable products that provide environmental
benefits, including concrete products for stormwater
management. Belgard permeable pavers are used throughout
North America as part of a Low Impact Development strategy
to infiltrate stormwater, reduce runoff, and associated flooding.
Oldcastle's commitment to a cleaner environment extends
beyond the products we manufacture and now includes a
variety of post -construction maintenance programs for owners,
municipalities, and facility managers. For more information
about Oldcastle's commitment to the environment, go to
http://www.crh.com/sustainability.
SITE CONSTRUCTION PROTECTION
FOR PICP SYSTEMS
Protecting PICP from excessive sediment buildup during construction is important to long-term performance and
effective future maintenance efforts. Most sites build PICP systems first to protect the open -graded aggregates from
debris, dirt, etc., and then the PICP is used for site access during construction. During the pre -construction meeting,
various trades should review material flow that will impact or stain the paver surface, e.g. concrete trucks, dry wall,
masonry, etc. These vehicles may utilize the pavement, but consideration on how washout and debris from these
trades will impact the paver surface must be addressed. Excessive mud tracked on the pavers may cause excessive
sedimentation in some areas but can be removed with a vacuum street sweeper at the conclusion of construction
activities and prior to turning the project over to the owner. In addition, the PICP system can serve as an integral part
of the project's Stormwater Pollution Prevention Plan if designated before construction with a plan to maintain and
restore the PICP to full surface infiltration capacity. Oldcastle recommends that the PICP can be used by construction
traffic if the joint material is removed and replaced upon substantial completion of the project, as necessary due to
sedimentation. Surface infiltration testing must be performed and exceed 100 in/hr. unless otherwise specified by
the construction documents.
An alternative solution to protect the PICP system would be to excavate to the final subgrade elevation and install
the ASTM No. 2 aggregate to the depth shown in the construction documents (the layer can be increased in thickness
to reduce the grade change as you enter the permeable paver area, as needed). The ASTM No. 2 aggregate can then
be used by construction traffic and as a sediment trap. Once the final road construction can proceed, the top 6 lot 2
inches of ASTM No. 2 aggregate is excavated and the PICP system is built in its entirety as designed. Once final road
construction begins, prohibit construction traffic access over the open -graded aggregate subbase and base materials.
Another alternative solution would employ the use of a sacrificial layer of asphalt over the base (ASTM No. 57 aggregate).
This approach would require the eventual the
of the asphalt layer and re -grading the base layer before proceeding
with the setting bed layer and paver installation.
Each of these options would allow immediate traffic flow after the permeable pavers have been instated, compacted
and joint fill added. Protection of the pavers may or may not be required based on the stage at which they were installed;
the projected use by the trades; and needs of the property owner. Plywood, fabric with chips, tarps, and numerous
other methods have been used in attempts to provide a protective layer over the paver surface, however, most have
proven costly and ineffective.
POST -CONSTRUCTION (PUNCHLIST)
INSPECTIONS AND CLOSE-OUT
DOCUMENTS
When the PICP construction is complete, the owner or their representative should confirm that the newly built PICP
was installed in general conformance with the construction documents. Confirmation that the proper materials and
drainage were installed, through site visits and/or photographs, is recommended to ensurethe long-term performance
of the PICP system.
Example Construction Detail for a PICP System
Project close-out documentation should include all required information listed in the project specifications
(inspection test reports, material certifications, etc.). A PICP Inspection should be conducted that includes,
at a minimum, the items described below:
Belgard Permeable Paver Post -Construction (Punchlist) Inspection Checklist
❑ The pavers utilized are the type, thickness, and dimensions specified in the construction documents.
❑ The edge restraint system is installed in general conformance with the construction documents.
❑ Paverjoint openings are filled with the specified aggregate to the bottom of the chamfer of the paver.
❑ The area around the permeable paver perimeter is stabilized and covered with required vegetation or
specified surface material
❑ Final paver surface elevations do not deviate by t r/e in. over a 1 Oft. long straightedge.
❑ The surface elevation of the pavers is h in. to % in. above adjacent utility structures, concrete collars,
channels, curbing, or edge restraints within designated ADA routes. Note: Vehicular areas may be% in.
above adjacent structures outside of ADA routes.
❑ Lippage is not greater than h in. between adjacent pavers.
❑ Cracked paver units (if applicable) have been removed and replaced.
❑ The installed surface slope is in general conformance with the construction documents.
❑ Drains and outfalls (if applicable) related to the PICP system are constructed and functioning in general
conformance with the construction documents.
❑ Observation wells (if applicable) related to the permeable pavement system have been installed in
accordance with the construction drawings and have been accessed to confirm the reservoir is draining as
designed (based on rain event size).
❑ Surface infiltration testing in accordance with ASTM Cl781, Standard Test Method for Surface Infiltration
Rate of Permeable Unit Pavement Systems, has been conducted within 60 days post -installation, and results
exceed 100 inches/hour unless otherwise specified by the construction documents.
Oldcastle recommends that the contractor return to the site along with the owner and/or their representative
6-months after substantial completion to observe the permeable paver system and refill joints where joint
infill is 3'r" or more below the chamfer of the pavers. Designers should include this requirement in the project
specificatoone to ensure that it is included in the contractor's bid.
TYPES OF PICP MAINTENANCE
ISSUES
The following examples of PICP maintenance issues can provide visual indicators of issues that require corrective actions.
CONDITION OBSERVED: EXCESSIVE PONDING AFTER RAIN EVENTS.
CONDITION OBSERVED: LOSS OF JOINT INFILL.
CONDITION OBSERVED: SURFACE SETTLEMENT; DEPRESSIONS OR RUTS.
CONDITION OBSERVED: DAMAGED PAVERS —CHIPS, CRACKS, SPALLS.
CONDITION OBSERVED: EXCESSIVE IN -FIELD JOINT WIDTH (th")
STRUCTURAL REPAIRS
PICP may require structural repairs during the life of the pavement
to correct pavement distresses and to maintain an acceptable level
of service. The most common distresses that affect the structural
performance of PICP include damaged Pavers and depressions and
rutting. Amore comprehensive list of distresses can be found in
ASTM E2840 StandardPmctice for Pavement Condition InduSurveys
forinterlocking Concrete Roads and Parking Lots, While ASrM E2840
is specific to interlocking concrete pavers, most of the information
provided is applicable to PICP. For Large commercial projects (>
100'000 s), Belgard recommends calculating a Pavement Condkion
Index (PCII, adjusted to accommodate PICP, in accordance with
ASTM E2840 once every five years to identify areas of distress
and to establish a maintenance schedule to assist the Owner in
prioritizing maintenance needs and to establish a more accurate
Long-term maintenance budget.
Depressions & Ruts
Depressions are areas of the pavement that have settled within
the base, subbase, or subgrade and aretypically not load related.
Depressions can occur near the edge restraints, utility structures
and penetrations, and at utility crossings. Ruts are depressions
in the wheel paths of the pavement generally caused by repeated
traffic loading and can occur in the base, subbase, and/orsubgrade.
DEPRESSIONS It PUTTING SEVERITY LEVELS
Low Wto vi n. deDtb using a straight edge
Medium K tp t in. depth using a straight edge
High > 1in depth using. straightedge
Damaged Pavers
For both depressions and ruts, the maximum depth determines
Damaged pavers include distresses such as cracking, chipping, or the severity. Depressions and ruts of low severity shall typically
spalling.The severity of the distress can vary and will determine remain in place but should be monitored during annual inspections
what restorative action, if any, is required. for increased severity. Depressions and ruts with medium and
high severity shall be evaluated by the engineer of record and
the installing contractor to determine if repair m net, essary and
DAMAGED PAVER SEVERITY LEVELS
Law one«two rk.wdn noP—,..
chips. orrspatu m me pavers.t on
Medium M, cbo c kiWmtb.o p nnion,s Ring,or
chipping in the pavers but pavers are not tlisintegrxted
High Pav¢r...... ked into multiple pieces or are
disintegratedn aacks.ozos.and/orspalls.
Damaged pavers that are determined to be Low Severity should
remain in place unless the frequency of breakage is greater than
1 %of the surface area of the pavement. If this occurs, additional
material testing and site investigation is recommended to
determine the causeof the breakage. Damaged pavers determined
to be in the Medium and High Severity Levels should be removed
and replaced as described below.
Place the new replacement pavers to match the existing laying
pattern. Compact the pavers in accordance with Belgard's guide
specification for PICP. If the newly reinstalled paver is not flush to
plus IA -inch with the surrounding pavers following compaction, it
should be removed, and the thickness of the bedding layer should
be modified to result in a Rush to plus A -inch surface following
paver replacement and compaction. Once the desired grades are
.mom plished, sweep permeable joint aggregate into the joints
and compact into place; repeat until the joints are full.
determine the underlying cause of the issue
Once the underlying causes are identifiedthe engineerof record and
the installing contractor should formulate a corrective action plan to
address both the paver distresses and the underlying causes. The
pavement shall be reinstated using the same procedure outtined
in the Utility Repairs section of this document.
When reinstalling the aggregates, place and level the subbase
stone (ASTM No. 2) in no more
than 6-inch Lifts and use a plate
compactor W compact each lift. The base stone (ASTM No 57) can
be placed, leveled. and compacted in one 4-inch lift. The setting
bed (ASTM No. B) shall then be placed and screeded in one 2-inch
lift without compaction.
When reinstalling the pavers, place the pavers Level with the adjacent
pavers, or slightly higher to account for settlement of the underlying
materials (based on the depth of excavation). In either scenario, the
bedding Layer should be 'Is in. higher so that once the pavers are
reinstalled and compacted they should be the same elevation as the
adjacent units. Once the desired grades are accomplished, sweep
jointing material into thejoints and compact using a minimum 5,000
Ibf plate compactor to vibrate the pavers into place. Repeat the
process until the joints are full. Belgard can identify an authorized
paver contractor to reinstate pavers, if required.
Paver Frame for Utility Repair r ..........
UTILITY REPAIRS
One advantage of PICP is that the pavers can be easily removed
and reinstated for access to underground utilities. This important
advantage allows the pavement surface to be utilized immediately
after repsirs are made.
Should utility repairs be required below the PICP surface, the pavers
an be removed by hand using specialty equipment like paver
extractors without the use of saw cutting equipment or pneumatic
jack hammers. Once the first paver is removed, it is relatively easy
to remove the remaining pavers to beyond the extent of excavation.
Set the pavers aside for future reinstaLLation. Undisturbed pavers
can be secured with a wood or metal frame as shown in the diagram.
As excavation begins, remove and dispose of the bedding material
(ASTM No.8 Stone) and new aggregate used during reinstallation.
The base and subbase. ASTM No. 57 and No.2 stone respectively,
an be reused during reinstallation, butshould becarefully removed
and stored separately to prevent intermixing. Storage Locations for
both the base and subbase should be carefully chosen to prevent
contamination. Any aggregates that becomedirty or contaminated
should be discarded and replaced.
Where repairs require excavation into the underlying subgrade
soil. Oldcastle recommends using flows ble concrete fill (200 to 500
psi) to support the repaired utility. The open graded base cannot
adequately fill under pipes or boxes, nor can it be compacted in
these places. When pouring the flowable fill, use a plastic sheet or
geotextiLe to prevent the flowable fill from seeping into the ASTM
g2 Stone. A minimum 4 in. Layer of flowable concrete fill should be
used to cover a pipe or box structure.
WINTER CONSIDERATIONS
Removal
Snow removal may be accomplished with standard snow removal
equipment used for impervious pavements. Whether it is a snow
shovel. plow, power broom or blower, the same equipment may be
used Snowplow blades without a rubber tip or shins may contact
pavement but will not damage the pavers as edges are chamfered
W reduce chipping. Steel blades or any metal used that abrades
the paver may scratch the surface and leave rust marks from
steel particles.
When using a snowplow or snowplow box, the utilizatian of rubber
or plastic snow blades with properly adjusted skis/guides will
prevent unwanted rust or scrape marks on the permeable paver
surface. W hen using a snowblower, ensure the guides are properly
adjusted to keep the rotating impellerfrom scraping and damaging
the permeable paver surface and from displacing joint fill material.
Plowed snow should not be piled on the permeable paver surface
because winter sediment deposition can accelerate sedimentation.
If snow must be piled on the permeable paver surface, a Spring-
time restorative cleaning is suggested in select areas to remove
any sediment build-up.
Note: These samepractices willprevenf unwantedrust scrape marks,
and wioWsedimenton the surface ofasphaftandconrretepavements.
Deicing Chemicals
The need for deicing chemicals on Belgard PICP systems should
be significantly reduced compared to traditional impervious
pavements or standard concrete pavers. If needed, use sodium
chloride lie rock salt) without sand. If air temperatures fall
below 14 degrees Fahrenheit. calcium chloride may be used in
moderation. Any deicing chemical should be used sparingly and
in accordance with the manufacturer's application instructions.
Neverusa magnesium chloride or materials containing ammonium
nitrate and ammonium sulfate.
The use of sand or cinder mixes for snow or ice removal is not
recommended because it can accelerate sedimentation.
A 2020 University of Toronto study on pavementdeicing operations
quantified some significant winter safety benefits when using PICP.
Besides confirming that the use of permeable paverscan eliminate
the occurance of snow melt refreezing and black ice formation,
ow and ice on PICP can also melt and dry quicker when deicers
are used. Most importantly, the research confirmed that a much
Lower deicing salt application rate is required on PICP compared
to impervious asphalt. The study also demonstrated that PICP
systems can attenuate and bufferthe release of salt back into the
environment, an important finding since there is concern about
snowmelt and stormwater runoff environmentally damaging lakes
and rivers. Contact a Belgard sales representative for a complete
copy of Deicing Operations for Permeable Interlocking Concrete
Pavements by the University of Toronto, dated April 1, 2020.
Snow S Ice Melt Systems
There are electric and liquid glycol melt systems that can be
installed beneath Belgard Permeable paving systems that can
reduce or eliminate the need far snow and ice removal. When
considering the use of these systems. it is imperative that the
guidelines and details established in ICPI's Tech Spec #12 Snow
Melting Systems for Interlocking Concrete Pavements be followed.
Because the snow melt system is below the permeable pavers,
it is important to follow the maintenance requirements provided
by the snow melt equipment supplier to ensure the Long-term
functionality of the system.
ANNUAL INSPECTION & ROUTINE
MAINTENANCE PROGRAM
The following items are minimum requirements for any annual PICP
maintenance program:
An annual inspection is recommended in the spring after snow events have subsided for the year. The
purpose of the annual inspection is to assess the functional condition of the permeable pavers as a structural
pavement and stormwater control measure. Once the annual inspection is completed, routine maintenance
activities should be performed to correct any deficiencies.
❑ Rep ten l sh paver joints with additional aggregate if the level is more than Yr in. below the bottom of the
chamfer at the paver surface.
❑ Inspect vegetation around PICP perimeter for cover & soil stability, repair/replant as needed.
❑ Inspect and repair all paver surface deformations (depressions/settlement) exceeding Y: in.
❑ Repair paver heights offset by more than % in. above or below adjacent units, or offset by more than
'A in. lippage from paver -to -paver.
❑ Replace cracked paver units of medium and high severity impairing surface structural integrity.
❑ Check drains and outfalls (if existing) for the free flow of water. Remove any obstructions.
❑ Check observation wells (if existing) to confirm reservoir is draining (based on last measurable rain event).
❑ Conduct Routine Maintenance and increase frequency based on sediment loading.
❑ If evidence of surface excessive sedimentation exists, test surface infiltration rate using ASTM C1781. If
pavement infiltration rate is < 100 in/hr. increase Routine Maintenance from annually to quarterly. If surface
infiltration rates fall to 10 in/hr., employ a Restorative Maintenance program utilizing a high pressure air or
vacuum methods to extract affected joint material and replace joint material with ASTM No. S. 89 or 9 washed
chip aggregates (based on original design requirements). In most cases, restorative cleaning will only be
necessary in isolated locations. Retest surface infiltration rate to confirm reinstated areas exceed
100 in/hr. Repeat the restorative process as needed to exceed the 100 in/hr. criteria.
The initial routine maintenance cycle of a permeable pavement should commence 6 month. from the PICP
installation date, and be repeated every 12 months or more frequently as needed. The objective is to remove
debris and sediment from the surface with standard sweeping equipment such as; power or manual brooms,
blowers, mechanical sweepers or regenerative air vacuums. Examples of routine maintenance equipment
are shown on the following page.
The Importance of Maintaining Joint The use of water equipped sweepers or water assisted cleaning
Fill for Routine and Restorative equipment to remove sediment within the joints or paver openings
maybehelpful. Excessive water will also create a slurry containing
Maintenance contaminants that may require special off -site disposal.
While the focus is often on cleaning PICPjoints, it is equally important Lawn maintenance personnel should be instructed to blow grass
to maintain aggregate in thejoints not only for filtering sediment but clippings away from permeable pavement and blow off any grass
to maintain paver to paver interlock providing structural stability. clippings, plant debris, or Leaves that aredeposited on the permeable
During the service life of the permeable paver system, joint material pavement during lawn maintenance and landscaping operations.
Loss occurs through scour, migration, snow plowing, sweeping, and
wheel suction from traffic, etc. It is imperative to replenish joint fiLL Aciry mechanicalor regenerative air typesweeper may be useciduring
materialas needed with the spmifiedjoint material in theconstruction dry periods to remove encrusted sediment, leaves, grass clippings,
documents (typically ASTM No.8, 89, or 9) by sweepingjoints full and etc.Vacuum equipment, air blowers or sweeper settings may require
removing the excess from the surface. adjustments to prevent uptake of aggregate from the paver voids or
joints. Leaf blowers or other standard onsite manual methods that
are used for standard pavement maintenance may be employed to
remove this surface debris.
Restorative Maintenance
In rare cases, rodwriveaediment loading can occur in PICP surfaces.
These conditions are typically in isolated areas within the pavement
(often along edges or drive lanes) and are usually due to excessive
contributoryrun-on. Fortunately PICP, unlike other types of porous
pavements, provides vertical filter columns Joints with specific
aggregate Will) that aRowforthe capture and extraction of sediment
build-up within the paver openings. Restorative maintenance can be
done utilizing a numbar of different methods, although vacuum and
high pressure air systems can best remove the entire 3 in. column
of joint agg regales.
Sediment collects within the joint or paver openings (voids). As
particles attach to the interior infill aggregates, the fine particles
bind together. below the surface as shown below. The majority of
the particulate or sediment travel is limited to the near surface and
typically does not advance more than 1-2 inches below the paver
surface and typically does not reach the bedding layer. The ability
for PICP to coLLect sediment near the surface is a key advantage to
this type of infiltration system. Maintenance can be easily performed
on the near surface joint filters within a PICP system.
MunicipaLvacuum trucks, high-pressure airjets, and even a shopvac.
may be used for restorative maintenance in smaller areas. For some
projects, a high-powered pressure washer followed by high-powered
vacuum suction such as a Ditch Witch FX30e vacuum excavator can
be used for hot spot cleaning. This machinery is typically used for
removal of accumulated sediment from catch basins and sumps. It
is commonly available for rent in all markets and contractors have
found this approach to be efficient for small projects.
Restorative maintenance should be attempted in a dry condition and if removal is not achieved, flooding the area with water will help
release the sediment under pressure from the vacuum source (water may be effective for restorative maintenance).
The final task in restorative maintenance is to replace openings with joint fill (ASTM No. 8, 89, or 9) specified in the design by sweeping
joints full to bottom of the chamfer of the paver surface. Remove excess chip materials from surface and the pavement is ready for use.
Maintenance Research
A 2020 University of Toronto study, Maintenance Equipment Testing
on Accelerated Clogged Permeable Interlocking Concrete Pavements
evaluated PICP restoration equipment based on surface infiLtration
testing before and after cleaning. Five different technologies were
investigated: full vacuum sweeper, regenerative air sweeper, dry
mechanical sweeper, water pressure washing, and a hybrid high
pressure air/vac system specifically designed for permeable
pavement The study found that all cleaning technologies significantly
imomve surface infiltration rates. However. the high oressure
r-vae IVbnd {Typhoon Permeable f'ornt Exeayalor au ng w Ih a
PAWEVAC suction sys'teml had the best and feast variable results
The Typ— system restorationwas 2 to b times higher than 111E
nrher systems and— nhe only 1e[hmi abt'e to i'uLLy, restore
surface mfillratien roles_
�`eehrti� _
or• s nrwm +.y`����
tit Tl1'tx vp melnAe
L'Isvn+^cps
of
1
A 2020 United States Geological Survey study. Assessment of
Restorative Maintenance Practices on the Infiltration Capacity of
Permeable Pavement Assessmen t of Restomfive Maintenance Practices
on the Infiltration CapadfyofPermeable Pavement, evaluated different
cleaning methods over a four-year period on three different types
of permeable pavement. Researchers also found that all cleaning
methods improve surface infiltration rates, however, the PICP system
recovered and responded to cleaning far better than pervious asphalt
or porous concrete. Researchers noted that PICP allows for sediment
10 be easily removed from surface openings, unlike fines that clog
CA At In -place permabLe pavement. The Typhoon system had the
mghept restored infiltration rates out of four cleaning methods tested,
w ch nrluded two different vacuum -assisted street cleaners and
manual methods.
Cps— a Brigand Sales Representative for copies of the latest
ma;ntoaance research reports or for information about routine or
rodtomflw, maintenance contractors in your market.
When is Restorative Maintenance
Needed?
Restorative maintenance is sometimes required on older
installations not routinely maintained. An indication that restorative
maintenance is needed is when rainwater ponds on permeable
paver surfaces. In addition, on some land development or phased
construction projects, permeable pavers are installed early in the
project and often are subjected to significant sediment loading
prior to substantial completion or occupancy permit issuance.
Project developers, HOAs, and municipal inspectors typically
require that the PICP system is restored to full surface infiltration
capacity for final acceptance and approval. On these projects
subject to sediment loading, Belgard Commercial recommends a
restorative maintenance program be implemented to restore the
PICP infiltration rate and jointing material.
RESOURCES
The following resources address PICP design and
maintenance and may provide additional guidance:
• Permeable Interlocking Concrete Pavements,latest
edition a comprehensive tl,sign manual that provides
specifications and information an construction and
maintenance. published by The Interlocking Concrete
Pavement Institute dCPD
• ASCE 68-78 Permeable Interlocking Concrete Pavement,
a design atandard providing design methodologies for
both structural and hydrologic design of permeable paver
systems by the American Society of Civil Engineers
(ASCE) through the Transportation and Development
institute (T&DI)
• ASTM E2840 Standard Praclim for Pavement Condilion
Index Surveys for Interlocking Concrete Roads and Parking
Lots published by the American Society for Testing
Materials (ASTM)
Go to BelgardComatterdal.com to download PICP
rmoMroesiru:luding:
• came specification
• Typical details
• Project Profiles
• Product Data Sheets (cut sheets)
• Color options
• Installation guidelines
• Inspoction & Maintenance checklists
Helgard Commercial offers the following post-
constructionservices:
• Project-apac111c 01IM Manua l- Belgard Commercial has
developed 0&M manual templates for commercial and
municipal PICP projects to restore clogged areas with new
jo nt fie and establish surface infiltration rates exceeding
too inches/hour. Assistance with developing a project -
specific 0&M manual can be provided.
• ASTM C 17e1 surface lnflliratlon Testing — Belgam
Commercial can provide surface infiltration testing along
with a report documenting the methodology and results for
municipal and commercial PICP projects.
• Routine PICP Maintenance Progress— Belgard Commercial
can end routine maintenance service contractors
for commercial and municipal PICP projects. The frequency
and cost of this program is quoted on a project -specific
basis.
• Restorative PICP Maintenance— Belgard Commercial
an facilitate restorative maintenance services on an
as -needed basis to restore clogged areas with new joint
fill and establish surface infiltration rates exceeding 100
inches/hr. Belgard Commercial will ensure that appropriate
equipment will be operated by qualified and trained
contractors. Projects that elect restorative maintenance
will receive results of an ASTM C1781 surface infiltration
test upon completion of the scope of work.
Helgard commercial offers the following post-constructim
• Project -specific details
• Project-apeclflc apacllicatlons
• Input on atormwatar conveyance, storage, and avatar quallt
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Helgard Commercial regions coverage in the U.S. and Canada
Adams Expocrete & Abbotsford
NC & SC Western Canada
Amcor
ID, WY, UT & CO
Anchor
NJ, NY, MA, ME, CT, RI,
VT, PA&NH
Ash Grove
KS, MO, NE Oklahoma &
NW Arkansas
Coastal
FL, Southern AL
& Southern MS
GMS
KY, TN, MS, AL & GA
Jewell
TX, OK, AR & LA
Mid -Atlantic
DE. DC. MD. WV & VA
Northfield
ND, SO, NE, KS, MO, IA
MN. WI. IL. ID. OH & MI
Permacon
Eastern Canada
CPM
MT, WA & OR
Sierra
CA & NV
Superlite
"PA,
AZ&NM
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BELGARD
COMMERCIAL.
BELGARDCOMMERCIAL. COM
6/23/22, 3:05 PM
Paver Maintenance & Long -Term Care I Belgard
MAINTRNANCF.
Now that we have completed our project, keep your pavers
looking as good as new by following the maintenance tips.
6/23/22, 3:05 PM
Paver Maintenance & Long -Term Care I Belgard
Jr
Even though Belgard® pavers are extremely durable
and come with a lifetime structural warranty, seasonal
maintenance is encouraged to preserve the beauty and
integrity of your hardscape installation. To keep pavers
looking their best, plan to clean and reseal them every
three to five years.
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6/23/22, 3:05 PM
Paver Maintenance & Long -Term Care I Belgard
Clean your pavers each Spring with a coarse -bristle
"stable" broom and a paver cleaner to keep them
looking like new.
Some weeds, if left unaddressed, can shift pavers
apart over time. Be sure to periodically apply a
granular weed preventative between joints as a part
of your paver maintenance routine.
Be careful when cleaning your Belgard pavers with
power washers as the force of the spray can expose
the aggregate under the paver's surface.
Wait at least 90 days to seal your pavers so you can
remove any efflorescence that might appear after
installation.
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6/23/22, 3:05 PM
Paver Maintenance & Long -Term Care I Belgard
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Before applying any paver cleaning solution to your
hardscape, test a small inconspicuous area first to be
sure you get the desired results.
Be sure to read and follow the directions printed on
container labels for cleaning solution use, application,
precautions and first aid. Always rinse the solution off
thoroughly after use.
In the event of an oil spill, act to remove it promptly
with granular oil absorbent. Spills should be soaked
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6/23/22, 3:05 PM
Paver Maintenance & Long -Term Care I Belgard
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up, not rubbed. Rubbing will drive the stain deeper
into the concrete.
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De-icing substances, when used in proper amounts, should not damage pavers;
however, they may accelerate surface wear on some paver styles. Use them in
moderation.
Sealers should not be applied more than once in three years, to a maximum of two
applications. Too many applications will create a film on the surface, which may
discolor in sunlight.
The joints between paving stones are the most vulnerable areas of any installation.
Keep these joints topped off with jointing sand to prevent the sand -bedding layer
6/23/22, 3:05 PM
Paver Maintenance & Long -Term Care I Belgard
below from deteriorating, causing the pavers to shift.
https://www.belgard.com/plan-design/installation-beyond/maintenance/ 6/6