17-M-48 Reimbursement Agreement with CVS Pharmacy for construction of a water line extensionWHEREAS, a water main needs to be extended from FM 1103 at Old Wiederstein Road
to Fairfax Drive to connect to an existing main on Sunridge Drive within the Riata Subdivision.
WHEREAS, a water main extension across the frontage of the proposed Schertz Retail
Center property is being built in accordance with the City's Unified Development Code.
WHEREAS, the water main needs to be extended beyond the frontage of the proposed
development in order to loop the water main to alleviate the potential for stagnant water in a
dead -end main.
WHEREAS, CVS Pharmacy, Inc., as the Developer of the Schertz Retail Center
Subdivision, agrees to construct the entire water main extension of which a portion is more than
what is required by this development.
WHEREAS, the City Council finds that it is in the best interest of the City to enter into
the Agreement with Developer for Construction of Public Improvement in order to avoid having
a dead -end main.
WHEREAS, Section 212.071, et. seq. of the Texas Local Government Code authorizes
municipalities to enter into a contract with a developer of a subdivision or land in the
municipality to construct public improvements related to the development without complying
with the competitive sealed bidding procedures of Chapter 252 of the Texas Local Government
Code; and
WHEREAS, Section 212.071, et. seq. of the Texas Local Government Code limits the
participation by the municipality at a level not to exceed 30 percent of the total contract price.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE
CIYT OF SCHERTZ, TEXAS: The City Council hereby authorizes the City Manager to
execute the agreement with Developer for Construction of Public Improvement with CVS
Pharmacy, Inc., for infrastructure that will alleviate a dead -end main by looping the water main.
Section 1. The recitals contained in the preamble hereof are hereby found to be true,
and such recitals are hereby made a part of this Ordinance for all purposes and are adopted as a
part of the judgment and findings of the City Council.
Section 2. That should any section, clause, or provision of this ordinance be declared
by a court of competent jurisdiction to be invalid, the same shall not affect the validity of this
ordinance or any other ordinance of the City as a whole or any part thereof, other than the part so
declared to be invalid.
Section 3. That it is officially found, determined and declared that the meeting at
which this Ordinance is adopted was open to the public and public notice of the time, place, and
subject matter of the public business to be considered at such meeting, including this ordinance,
was given, all as required by Chapter 551, as amended, Texas Government Code.
Section 4. This Ordinance shall be effective upon the date of final adoption hereof
and any publication required by law.
Section 5. This Ordinance shall be cumulative of all other ordinances of the City of
Schertz, and this Ordinance shall not operate to repeal or affect any other ordinances of the City
of chertz except insofar as the provisions thereof might be inconsistent or in conflict with the
provisions of this Ordinance, in which event such conflicting provisions, if any, are hereby
repealed.
i ecretary, Brenda Dennis
L Now
_2®
902�
REIMBURSEMENT AGREEMENT WITH DEVELOPER FOR
CONSTRUCTION OF PUBLIC IMPROVEMENT
THE STATE OF TEXAS §
§ KNOW ALL PERSONS BY THESE PRESENTS:
COUNTY OF GUADALUPE §
This Development Agreement (the "Agreement ") is by and between the City of Schertz, a Texas
municipal corporation (the "City"), and CVS Pharmacy, Inc., owner and developer of certain
hereinafter described property located within the City (the "Developer "), all collectively
referred to as "Parties ", and is effective upon the execution of this Agreement by the Developer and
the City (the "Effective Date ").
WHEREAS, Developer wishes to develop certain property (the "Property ") located within the
City limits, which is approximately 6.850 acres of land situated in the Rafael Garza Survey No.
98, Abstract No. 1.38, in the City of Schertz, Guadalupe County, Texas; being portion of a 2.00
Acre Tract of Land Described in Volume 1474, Page 960, Being that same tract of Land as
described as 1.91 Acres in Deed of Trust as recorded in Volume 3172 Page 535 and portion of a
10.0 Acre Tract of Land Described in Volume 1969, Page 269 of the Official Public Records or
Guadalupe County, Texas.
WHEREAS, the Property is the subject of the application for Subdivision Plat establishing
Schertz Retail Center; and
WHEREAS, the Property abuts an existing subdivision and ROW wherein all water and
sewer infrastructure (collectively the "Improvements ") from the intersection of FM 1.1.03 and Old
Wiederstein Road, to Fairfax Road and along Fairfax Road to Sunridge Road have not been
completed; and
WHEREAS, during the development planning stage for the Property, the Developer submitted to
the City a request that the City participate in the completion of the Improvements, which will
benefit portions of the City beyond the Schertz Retail. Center Subdivision; and
WHEREAS, the City has no immediate plans to construct the required Improvements, but is
willing to share in the cost of the construction of such facilities, and has funds appropriated and
available to do so; and
WHEREAS, Developer has requested that it be allowed to construct the required Improvements
to serve the Property, and share the costs with the City; and
WHEREAS, Section 212.071, et. seq. of the Texas Local Government Code authorizes
municipalities to enter into a contract with a developer of a subdivision or land in the
municipality to construct public improvements related to the development without complying
with the competitive sealed bidding procedures of Chapter 252 of the Texas Local Government
Code; and
WHEREAS, Section 212.071, et. seq. of the Texas Local Government Code limits the
participation by the municipality at a level not to exceed 30 percent of the total contract price.
NOW THEREFORE, for and in consideration of the premises and mutual obligations, covenants,
and benefits hereinafter set forth, the Parties agree as follows:
ARTICLE I — Definitions.
The following terms and phrases used in this Agreement shall have the meanings ascribed
hereto:
1.1. "Agreement" means this agreement, including any amendments hereto, between.
the City and Developer.
1.2. "Contractor" shall mean the person, firm, corporation, partnership, association, or
other entity awarded the contact by Developer for the construction and installation of the
Improvements.
1.3. " hmprovements" shall mean the improvements described on Exhibit "A"
1.4. "City's Participation Costs" shall mean costs associated with the construction of
the Improvements, as designated on Exhibit `B" as City of Schertz responsibility.
ARTICLE II — Construction of Improvements.
2.1. Construction of Improvements. Developer agrees to construct the Improvements
in accordance with the plans and specifications approved by the City Engineer as
illustrated in Exhibit "A" attached hereto. No change in the construction plans shall
be made by Developer without the prior written consent of the City Engineer. The
entire cost of the construction of the Improvements shall be the responsibility and
obligation of Developer, except as herein provided.
2.2. Contracts for Construction. Developer shall contract with a qualified Contractor to
construct the Improvements in accordance with the approved plans and specifications.
The City Engineer shall review all contract documents and costs estimates, and shall
approve the Contractor prior to the award of the contract for the Improvements.
Developer shall be solely responsible for payment of the work as it is completed, and
shall make all payments in a timely manner to the Contractor, sub - contractors, and other
parties involved in the construction of the Improvements.
2.3. Performance, Payment and Maintenance Bonds. Developer shall post within the
City faithful performance, payment, and maintenance bonds for construction of the
Improvements to ensure completion of the project. The bond must be executed by a
corporate surety in accordance with Chapter 2253, Texas Government Code.
2.4. Inspection. The City Engineer or designee shall periodically inspect the
construction of the Improvements in the same manner, and shall possess the same
authority, as is provided during the construction of subdivision improvements pursuant to
the City of Schertz Subdivision Ordinance, as amended.
2.5. Insurance. The Contractor awarded the contract to construct the Improvements
shall be required to carry Worker's Compensation Insurance on his employees and
public liability and property damage insurance on his equipment and employees. The
public liability insurance shall be not less than five hundred thousand dollars
($500,000.00) per person and one million dollars ($1,000,000.00) per occurrence,
with property damage insurance of not less than five hundred thousand dollars
($500,000.00). In addition, City shall be furnished with Certificates of Insurance and
shall be named an additional named insured on such Certificates, and City shall be
notified within thirty calendar days of any cancellation of such insurance.
2.6. Accounting. Developer shall submit to City a complete accounting of all costs
incurred by Developer in the construction of the Improvements. City will not contribute
or pay for any costs incurred by Developer which were not approved by City prior to
it being incurred. Developer shall maintain the accounting of the Improvements for a
period of two years from the date of acceptance by the City, and the City may inspect
the Developer's books and records related to the Improvements at any time with
reasonable notice.
2.7. Indemnity. Developer agrees to protect, indemnify and save City harmless
from and against all claims, demands and causes of action of every kind and
character arising in favor of any third party on account of, or resulting from, the
performance of this Agreement by Developer or Developer's agents,
representatives, employees, contractors, or subcontractors.
ARTICLE III — Obligations and Payments.
3. 1. City Obligations. The City agrees to pay to Developer City's Participation Costs
which shall equate to the actual costs for the City's responsibility at as illustrated on
Exhibit "A". Notwithstanding any provision of this Agreement to contrary, City's
Obligation shall only b e for the reimbursement of costs incurred by Developer and
shall not in any event exceed Seventy-Seven Thousand Eight Hundred Ninety-Seven
Dollars and Fifty-Seven Cents ($77,897.57) (hereinafter the "City's Share").
3.2. Payment Procedures. City shall deliver to Developer full payment of the City's
Share as provided in this this section.
3.2.1 Submittal and review. Developer shall submit and the City Engineer
shall review documentation, as may be reasonably required by City Engineer,
showing final, actual construction costs paid by the Developer.
3.2.2 Upon the City Engineer's review and approval of the documents, a
final inspection on the Improvements shall be conducted, noting any required
corrections or repairs. Once corrections or repairs are made and deemed
acceptable, the City will accept the Improvements.
3.2.3 Within 30 days of acceptance of the Improvements, the City will pay
to Developer the City's Share. Any additional costs above Seventy- Seven.
Thousand Eight Hundred Ninety -Seven Dollars and Fifty -Seven Cents
($77,897.57) must be approved by the City prior to being incurred.
Article IV — Assignment, Modification and Waiver.
4.1. Assignment. This Agreement shall bind and benefit the respective Parties and
their legal successors and shall not be assignable, in whole or in party, by any party
without first obtaining written consent of the other party.
4.2. Amendment or Modification. Except as otherwise provided in this Agreement,
this Agreement shall be subject to change, amendment or modification only in writing,
and by the signatures and mutual consent of the Parties.
4.3. Parties in Interest. This Agreement shall be for the sole and exclusive benefit of
the Parties hereto and shall not be construed to confer any rights upon any third party.
4.4. Remedies Not Exclusive. The rights and remedies contained in this Agreement
shall not be exclusive, but shall be cumulative of all rights and remedies now or
hereinafter existing, by law or in equity.
4.5. Waiver. The failure of any party to insist in any one or more instances on the
performance of any of the terms, covenants or conditions of this Agreement, or to
exercise any of its rights, shall not be construed as a waiver or relinquishment of such
term, covenant, or condition, or right with respect to further performance.
4.6. Entire Agreement. This Agreement constitutes the entire agreement between the
Parties related to the subject matter of this Agreement and supersedes any and all
prior agreements, whether oral or written, dealing with the subject matter of this
Agreement.
4.7. Venue. This Agreement shall be performable and enforceable in Guadalupe
County, Texas, and shall be construed in accordance with the laws of the State of Texas.
4.8. Severability. If any term or provision of this Agreement is held to be invalid,
void or unenforceable by a court of competent jurisdiction, the remainder of the
terms and provisions of this Agreement shall remain in full force and effect and shall not
in any way be invalidated, impaired or affected.
4.9. Notices. Any notice provided or permitted to be given under this Agreement
must be in writing and may be served by (i) depositing the same in the United States
mail, addressed to the party to be notified, postage prepaid, registered or certified mail,
return receipt requested; or (ii) by delivering the same in person to such party; or
(iii) by overnight or messenger delivery service that retains regular records of
delivery and receipt; or (iv) by facsimile; provided a copy of such notice is sent
within one (l) day thereafter by another method provided above. The initial addresses
of the parties for the purpose of notice under this Agreement shall be as follows:
If to City: CITY OF SCHERTZ
1400 Schertz Parkway
Schertz, TX 78154
Attention: City Manager
With copy to: Denton Navarro Rocha Bernal & Zech, P.C.
2417 N. Main Avenue
San Antonio, TX 78212
Attention: Charles Zech
If to Developer: CVS Pharmacy Inc.
1 CVS Drive,
Woonsocket, RI 02895
4.10. No Joint Venture. Nothing contained in this Agreement is intended by the Parties
to create a partnership or joint venture between the Parties and any implication to the
contrary is hereby expressly disavowed. It is understood and agreed that this Agreement
does not create a joint enterprise, nor does it appoint either Party as an agent of the other
for any purpose whatsoever. Except, as otherwise specifically provided herein, neither
Party shall in any way assume any of the liability of the other for acts of the other or
obligations of the other.
4.11. Counterparts. This Agreement may be executed in multiple counterparts, each of
which shall be considered an original, but all of which constitute one instrument.
[Signatures and acknowledgments on the following pages-]
Signature Page to
Agreement with Developer for Construction of Public Improvement
This Agreement has been executed by the parties as of the dates of the
Acknowledgments to be effective as of the Effective Date.
Developer:
CVS PHARMACY, INC.
by:
Name: Kimberly A. Shardlow
Title: Assistant Secretary
THE STATE OF
COUNTY OF
This instrument was acknowledged before me on the day of , 2017 by Kimberly
A. Shardlow, Assistant Secretary for CVS Pharmacy Inc,., for the purposes herein expressed.
(SEAL)
Notary Public in and for
The State of Texas
My Commission Expires:
Signature Page to
Agreement with Developer for Construction of Public Improvement
This Community Facilities Agreement has been executed by the parties as of the dates
of the Acknowledgments to be effective as of the Effective Date.
City:
CITY OF SCHERTZ,
a Texas municipal corporation
By:
Name: John C. Kessel, its City Manager
THE STATE OF TEXAS
COUNTY OF GUADALUPE
This instrument was acknowledged before me on the day of , 2017 by John C.
Kessel, City Manager of the City of Schertz, Texas, a Texas municipal corporation, on behalf
of said City.
(SEAL)
Notary Public in and for
The State of Texas
My Commission Expires:
EXHIBIT A
IMPROVEMENTS
EXHIBIT B
CITY'S PARTICIPATION COSTS
UTILITY NOTES:
1) GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. WILL PROVIDE UNDERGROUND ELECTRICAL
SERVICE FROM THE EXISTING SERVICE POLE TO THE TRANSFORMER PAD. CONTRACTOR MUST PROVIDE
TWO 5" PVC (SCH 80) CONDUITS AND A PULL STRING FROM THE EXISTING ELECTRICAL SERVICE POLE TO
THE PROPOSED TRANSFORMER LOCATION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR INSTALLING
THREE 5" PVC CONDUITS AND SECONDARY WIRING FROM THE TRANSFORMER PAD TO THE PROPOSED
BUILDING. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE POWER SERVICE
INSTALLATION AND SHALL COORDINATE WITH THE POWER COMPANY FOR FINAL UNDERGROUND
CONDUIT LOCATIONS.
2) CENTERPOINT ENERGY WILL PERFORM THE GAS SERVICE CONNECTION, INSTALL THE CONDUIT, AND
SET THE METER FOR THE BUILDING. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE SERVICE
FROM THE METER INTO THE PROPOSED BUILDING. THE CONTRACTOR MUST COORDINATE WITH
CENTERPOINT ENERGY.
3) CONTRACTOR MUST PROVIDE AND INSTALL A 3" PVC CONDUIT WITH PULL STRING, FROM THE
EXISTING TELEPHONE SERVICE POLE TO THE TELEPHONE BOARD IN THE BUILDING. THE CONTRACTOR
MUST ALSO PROVIDE A #6 GROUND WIRE AT THE TELEPHONE BOARD FOR THE TELEPHONE COMPANY TO
INSTALL A PHONE LINE.
4) CITY OF SCHERTZ WILL FURNISH THE DOMESTIC WATER METER, HOWEVER THE CONTRACTOR WILL
BE REQUIRED TO FURNISH ALL EQUIPMENT AND PERFORM THE TAP AND INSTALLATION. THE
CONTRACTOR MUST PROVIDE AND INSTALL THE METER BOX, DOUBLE CHECK BACKFLOW PREVENTER
AND ENCLOSURE, AND THE WATER SERVICE LINE FROM THE WATER METER TO THE BUILDING.
5) CITY OF SCHERTZ WILL FURNISH THE IRRIGATION METER, HOWEVER THE CONTRACTOR WILL BE
REQUIRED TO FURNISH ALL EQUIPMENT AND PERFORM THE TAP AND INSTALLATION.. THE CONTRACTOR
MUST PROVIDE AND INSTALL THE METER BOX, DOUBLE CHECK BACKFLOW PREVENTER AND
ENCLOSURE, AND THE IRRIGATION LINES TO THE AREAS SPECIFIED ON THIS SHEET AND ON SHEET 1 -1.
6) CONTRACTOR SHALL COORDINATE AS REQUIRED WITH CITY OF SCHERTZ INSPECTIONS DURING
CONSTRUCTION FOR REQUIRED INSPECTIONS.
7) THIS SITE INDICATES POTABLE WATER SERVICE AND SANITARY SEWER LATERALS. THIS WORK TO BE
INSTALLED BY A LICENSED PLUMBER IF STATE LAW REQUIRES. ALL WORK MUST BE INSPECTED BY CITY
OF SCHERTZ CODES AND INSPECTION DEPARTMENT.
8) ALL ON -SITE PVC PIPE SHALL HAVE CLASS B BEDDING.
9) ALL CONDUIT, PIPE, AND CHASE PIPE SHALL BE WRAPPED WITH THE APPROPRIATE LOCATION WIRE
AND TAPE.
10) NO PRESSURE REDUCING VALVES ARE TO BE INSTALLED ON FIRE LINES. ALL FIRE LINES ARE TO BE
INSPECTED BY CITY OF SCHERTZ FIRE SERVICE PRIOR TO COVERING.
11) NOTIFY WATER AND SEWER INSPECTOR PRIOR TO START OF CONSTRUCTION.
12) CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT DRAWINGS INCLUDING ALL RIM
ELEVATIONS, INVERT ELEVATIONS, PIPE SIZES, AND PIPE MATERIAL FOR ALL PUBLIC MAINS TO THE
ENGINEER AS SOON AS INSTALLATION IS COMPLETE.
13) OWNER SHALL BE RESPONSIBLE FOR ANY REPAIR OR REPLACEMENT OF ANY IMPROVEMENTS
WITHIN THE SANITARY SEWER, WATER, DRAINAGE EASEMENT(S) DUE TO MAINTENANCE OF SEWER,
WATER, STORM DRAIN OF CITY OF SCHERTZ.
14) CONTRACTOR SHALL INSTALL THE DOWNSTREAM SANITARY SEWER CONNECTION IN THE RIGHT OF
WAY PRIOR TO THE INSTALLATION OF THE ON -SITE SERVICE LATERALS. THE CONTRACTOR SHALL FIELD
VERIFY ALL EXISTING UTILITIES SHOWN ON THE PLANS BY POT HOLING THE LINES. THE CONTRACTOR
SHALL HAVE THE LINES SURVEYED, INCLUDING HORIZONTAL AND VERTICAL LOCATION, AND THE
SURVEYED POINTS SENT TO THE PROJECT ENGINEER TO DETERMINE IF ANY UTILITY CONFLICTS WILL
AFFECT THE CURRENT SANITARY SEWER DESIGN.
15) PVC WATER LINES LESS THAN 3" SHALL BE ASTM D 2241, SDR 21 WITH INTEGRALLY MOLDED BELL
ENDS, ASTM D 2672. PVC WATER LINES 3" AND LARGER SHALL BE AWWA C900, RATED DR 18 (CLASS 150)
WITH INTEGRALLY MOLDED BELL ENDS, ASTM D3139. DIP WATER LINES SHALL BE AWWA C151,
THICKNESS CLASS 50.
16) PVC SANITARY SEWER LINES SHALL BE ASTM D 3034, RATED SDR 35 WITH INTEGRALLY MOLDED BELL
ENDS, ASTM D 3034, TABLE 2, WITH FACTORY SUPPLIED ELECTROMETRIC GASKETS AND LUBRICANT. DIP
SANITARY SEWER LINES SHALL BE ASTM A746, CLASS 50 WITH AWWA C111, RUBBER GASKET JOINT
DEVICES.
17) DEMOLISHED UTILITIES NOT DEPICTED ON THIS SHEET. REFER TO THE DEMOLITION PLAN.
18) CONTRACTOR TO SAWCUT ANY SIDEWALK OR PAVEMENT THAT IS TO BE REMOVED FOR UTILITY
INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR REPLACING SIDEWALK, PAVEMENT AND EXISTING
INFRASTRUCTURE THAT IS REMOVED /ALTERED DURING INSTALLATION OF WATER LINE. CONTRACTOR
TO MATCH EXISTING CONDITION OF SIDEWALK AND PAVEMENT.
19) THE CONTRACTOR MUST FOLLOW AND ABIDE BY STANDARD NOTES AND REQUIREMENTS PROVIDED
IN THE STANDARD DETAILS FOR THE CITY OF SCHERTZ PUBLIC WORKS. PLEASE REFER TO THE DETAIL
SHEETS WITHIN THE DEVELOPMENT SET FOR DETAILS.
SCHERTZ RETAIL CENTER EXHIBIT A
iPS
♦
/
t /
I /
r � /
t
\ \ \\ PROPOSED 30'
>. UTILITY EASEMENT
\
V A PROPOSED 6" SANITARY SEWER
V A LATERAL FOR FUTURE
\ EXISTING 95' DEVELOPMENT TIE IN
\ V A UTILITYEASEMENT
WATER CONNECTION DETAIL
CONTRACTOR TO \ (2) 12" VALVES BUILT INTO EACH
INSTALL WATER TEE
GATE VALVE AND PLUG
FOR FUTURE
CONNECTION -'"
/ CONTRACTOR TO REMOVE
$!� EXISTING BEND AND INSTALL
12" X 12" X 12" LATERAL TEE
a
20 LF 12" C900 PVC WATER LINE
CONTRACTOR TO 12" X 12" X 12" WATER TEE
STUB 12" WATER MAIN
FOR FUTURE CONNECTION 3 LF 12" C900 PVC WATER LINE
146.25 DEGREE WATER BEND
12" INLINE VALVE
81
107 LF 12" C900 PVC WATER LINE
PROPOSED 16' WATER EASEMENT
� I �
I
i
N
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Knowwhat'sbelow
Call before you dig
V-
206 LF OF 12" C900 PVC WATER LINE
12" INLINE VALVE
♦ �— PROPOSED FIRE HYDRANT ASSEMBLY
"i (CONTRACTOR TO REFER TO CITY OF
SCHERTZ FIRE HYDRANT ASSEMBLY
s DETAIL)
302 LF OF 12" C900 PVC WATER LINE
EXISTING WA TER MAIN
CONTRACTOR TO MAINTAIN A MINIMUM
HORIZONTAL SEPARATION OF 4' FROM THE
EXISTING MAIN TO THE PROPOSED MAIN.
CONTRACTOR TO FOLLOW CITY OF SCHERTZ PAVED AREA
TRENCH DETAIL FOR WATER MAIN INSTALLATION (TRENCH
TO BE 6' WIDE CENTERED ON MAIN INSTALL, TOFF FACE OF
CURB)
CONTRACTOR TO COORDINATE WITH CITY
OF SCHERTZ INSPECTOR FOR FLOWABLE
FILL AREAS
(REFER TO DETAIL C -7)
APPROXIMA TE LOCA TION OF
SANITARYFORCE MAIN
SEE WATER CONNECTION DETAIL INSERT
y'
115 LF OF 12" C900 PVC WATER LINE
CONTRACTOR TO REMOVE PORTION OF CONCRETE RIPRAP FOR
WATER MAIN INSTALLATION. CONTRACTOR TO SAWCUT AT EXTENTS
OF TRENCH AND REMOVE AND REPLACE WITH SAME CONCRETE
THICKNESS)
PROPOSED FIRE HYDRANT
ASSEMBLY
(CONTRACTOR TO REFER TO CITY
OF SCHERTZ FIRE HYDRANT
ASSEMBLY DETAIL)
rCVS
pharmacy TM
14,698-LEFT
i ■i ►I ■O
ENGINEER:
FORE
Foresite Group, Inc.
1999 Bryan St.
Suite 890
Dallas, TX 75201
CONSULTANT:
REVISIONS:
CITY COMMENTS 03/20/2017
CITY COMMENTS 03/30/2017
CITY COMMENTS 04/04/2017
CITY COMMENTS 04/06/2017
CITY COMMENTS 04/10/2017
CITY COMMENTS 4/17/2017
CITY COMMENTS 4/18/2017
CITY COMMENTS 4/19/2017
DRAWING BY: DK
DATE: 02/24/2017
JOB NUMBER: 164.079
TITLE:
UTILITIES PLAN
SHEET NUMBER:
C�3.
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
LEGEND
EXISTING FENCE LINE
PROPERTY LINE
EXISTING UNDERGROUND COMMUNICATION LINE
0HP 0HP 11)HP
EXISTING OVERHEAD POWER LINE
— w — IN
EXISTING WATER LINE
EXISTING STORM LINE
CATV CATV
PROPOSED CABLE TELEVISION LINE
— FOC FOC FOC —
PROPOSED FIBER OPTIC LINE
—OHP OHP OHP—
PROPOSED OVERHEAD POWER LINE
UG(E UGIE
PROPOSED UNDERGROUND POWER LINE
uGIT UGrr
PROPOSED UNDERGROUND TELEPHONE LINE
— GAS GAS GAS —
PROPOSED GAS LINE
— SS SS SS —
PROPOSED SANITARY SEWER LINE
—w w w—
PROPOSED WATER LINE
—Fw Fw Fw—
PROPOSED FIRE WATER LINE
..__ _...
PROPOSED STORM LINE
PROPOSED UTILITY TRENCH AND PAVEMENT
SCHERTZ RETAIL CENTER EXHIBIT A
iPS
♦
/
t /
I /
r � /
t
\ \ \\ PROPOSED 30'
>. UTILITY EASEMENT
\
V A PROPOSED 6" SANITARY SEWER
V A LATERAL FOR FUTURE
\ EXISTING 95' DEVELOPMENT TIE IN
\ V A UTILITYEASEMENT
WATER CONNECTION DETAIL
CONTRACTOR TO \ (2) 12" VALVES BUILT INTO EACH
INSTALL WATER TEE
GATE VALVE AND PLUG
FOR FUTURE
CONNECTION -'"
/ CONTRACTOR TO REMOVE
$!� EXISTING BEND AND INSTALL
12" X 12" X 12" LATERAL TEE
a
20 LF 12" C900 PVC WATER LINE
CONTRACTOR TO 12" X 12" X 12" WATER TEE
STUB 12" WATER MAIN
FOR FUTURE CONNECTION 3 LF 12" C900 PVC WATER LINE
146.25 DEGREE WATER BEND
12" INLINE VALVE
81
107 LF 12" C900 PVC WATER LINE
PROPOSED 16' WATER EASEMENT
� I �
I
i
N
` o
NcA_
Knowwhat'sbelow
Call before you dig
V-
206 LF OF 12" C900 PVC WATER LINE
12" INLINE VALVE
♦ �— PROPOSED FIRE HYDRANT ASSEMBLY
"i (CONTRACTOR TO REFER TO CITY OF
SCHERTZ FIRE HYDRANT ASSEMBLY
s DETAIL)
302 LF OF 12" C900 PVC WATER LINE
EXISTING WA TER MAIN
CONTRACTOR TO MAINTAIN A MINIMUM
HORIZONTAL SEPARATION OF 4' FROM THE
EXISTING MAIN TO THE PROPOSED MAIN.
CONTRACTOR TO FOLLOW CITY OF SCHERTZ PAVED AREA
TRENCH DETAIL FOR WATER MAIN INSTALLATION (TRENCH
TO BE 6' WIDE CENTERED ON MAIN INSTALL, TOFF FACE OF
CURB)
CONTRACTOR TO COORDINATE WITH CITY
OF SCHERTZ INSPECTOR FOR FLOWABLE
FILL AREAS
(REFER TO DETAIL C -7)
APPROXIMA TE LOCA TION OF
SANITARYFORCE MAIN
SEE WATER CONNECTION DETAIL INSERT
y'
115 LF OF 12" C900 PVC WATER LINE
CONTRACTOR TO REMOVE PORTION OF CONCRETE RIPRAP FOR
WATER MAIN INSTALLATION. CONTRACTOR TO SAWCUT AT EXTENTS
OF TRENCH AND REMOVE AND REPLACE WITH SAME CONCRETE
THICKNESS)
PROPOSED FIRE HYDRANT
ASSEMBLY
(CONTRACTOR TO REFER TO CITY
OF SCHERTZ FIRE HYDRANT
ASSEMBLY DETAIL)
rCVS
pharmacy TM
14,698-LEFT
i ■i ►I ■O
ENGINEER:
FORE
Foresite Group, Inc.
1999 Bryan St.
Suite 890
Dallas, TX 75201
CONSULTANT:
REVISIONS:
CITY COMMENTS 03/20/2017
CITY COMMENTS 03/30/2017
CITY COMMENTS 04/04/2017
CITY COMMENTS 04/06/2017
CITY COMMENTS 04/10/2017
CITY COMMENTS 4/17/2017
CITY COMMENTS 4/18/2017
CITY COMMENTS 4/19/2017
DRAWING BY: DK
DATE: 02/24/2017
JOB NUMBER: 164.079
TITLE:
UTILITIES PLAN
SHEET NUMBER:
C�3.
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
UTILITY NOTES:
1) GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. WILL PROVIDE UNDERGROUND ELECTRICAL
SERVICE FROM THE EXISTING SERVICE POLE TO THE TRANSFORMER PAD. CONTRACTOR MUST PROVIDE
TWO 5" PVC (SCH 80) CONDUITS AND A PULL STRING FROM THE EXISTING ELECTRICAL SERVICE POLE TO
THE PROPOSED TRANSFORMER LOCATION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR INSTALLING
THREE 5" PVC CONDUITS AND SECONDARY WIRING FROM THE TRANSFORMER PAD TO THE PROPOSED
BUILDING. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE POWER SERVICE
INSTALLATION AND SHALL COORDINATE WITH THE POWER COMPANY FOR FINAL UNDERGROUND
CONDUIT LOCATIONS.
2) CENTERPOINT ENERGY WILL PERFORM THE GAS SERVICE CONNECTION, INSTALL THE CONDUIT, AND
SET THE METER FOR THE BUILDING. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE SERVICE
FROM THE METER INTO THE PROPOSED BUILDING. THE CONTRACTOR MUST COORDINATE WITH
CENTERPOINT ENERGY.
3) CONTRACTOR MUST PROVIDE AND INSTALL A 3" PVC CONDUIT WITH PULL STRING, FROM THE
EXISTING TELEPHONE SERVICE POLE TO THE TELEPHONE BOARD IN THE BUILDING. THE CONTRACTOR
MUST ALSO PROVIDE A #6 GROUND WIRE AT THE TELEPHONE BOARD FOR THE TELEPHONE COMPANY TO
INSTALL A PHONE LINE.
4) CITY OF SCHERTZ WILL FURNISH THE DOMESTIC WATER METER, HOWEVER THE CONTRACTOR WILL
BE REQUIRED TO FURNISH ALL EQUIPMENT AND PERFORM THE TAP AND INSTALLATION. THE
CONTRACTOR MUST PROVIDE AND INSTALL THE METER BOX, DOUBLE CHECK BACKFLOW PREVENTER
AND ENCLOSURE, AND THE WATER SERVICE LINE FROM THE WATER METER TO THE BUILDING.
5) CITY OF SCHERTZ WILL FURNISH THE IRRIGATION METER, HOWEVER THE CONTRACTOR WILL BE
REQUIRED TO FURNISH ALL EQUIPMENT AND PERFORM THE TAP AND INSTALLATION.. THE CONTRACTOR
MUST PROVIDE AND INSTALL THE METER BOX, DOUBLE CHECK BACKFLOW PREVENTER AND
ENCLOSURE, AND THE IRRIGATION LINES TO THE AREAS SPECIFIED ON THIS SHEET AND ON SHEET 1 -1.
6) CONTRACTOR SHALL COORDINATE AS REQUIRED WITH CITY OF SCHERTZ INSPECTIONS DURING
CONSTRUCTION FOR REQUIRED INSPECTIONS.
7) THIS SITE INDICATES POTABLE WATER SERVICE AND SANITARY SEWER LATERALS. THIS WORK TO BE
INSTALLED BY A LICENSED PLUMBER IF STATE LAW REQUIRES. ALL WORK MUST BE INSPECTED BY CITY
OF SCHERTZ CODES AND INSPECTION DEPARTMENT.
8) ALL ON -SITE PVC PIPE SHALL HAVE CLASS B BEDDING.
9) ALL CONDUIT, PIPE, AND CHASE PIPE SHALL BE WRAPPED WITH THE APPROPRIATE LOCATION WIRE
AND TAPE.
10) NO PRESSURE REDUCING VALVES ARE TO BE INSTALLED ON FIRE LINES. ALL FIRE LINES ARE TO BE
INSPECTED BY CITY OF SCHERTZ FIRE SERVICE PRIOR TO COVERING.
11) NOTIFY WATER AND SEWER INSPECTOR PRIOR TO START OF CONSTRUCTION.
12) CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT DRAWINGS INCLUDING ALL RIM
ELEVATIONS, INVERT ELEVATIONS, PIPE SIZES, AND PIPE MATERIAL FOR ALL PUBLIC MAINS TO THE
ENGINEER AS SOON AS INSTALLATION IS COMPLETE.
13) OWNER SHALL BE RESPONSIBLE FOR ANY REPAIR OR REPLACEMENT OF ANY IMPROVEMENTS
WITHIN THE SANITARY SEWER, WATER, DRAINAGE EASEMENT(S) DUE TO MAINTENANCE OF SEWER,
WATER, STORM DRAIN OF CITY OF SCHERTZ.
14) CONTRACTOR SHALL INSTALL THE DOWNSTREAM SANITARY SEWER CONNECTION IN THE RIGHT OF
WAY PRIOR TO THE INSTALLATION OF THE ON -SITE SERVICE LATERALS. THE CONTRACTOR SHALL FIELD
VERIFY ALL EXISTING UTILITIES SHOWN ON THE PLANS BY POT HOLING THE LINES. THE CONTRACTOR
SHALL HAVE THE LINES SURVEYED, INCLUDING HORIZONTAL AND VERTICAL LOCATION, AND THE
SURVEYED POINTS SENT TO THE PROJECT ENGINEER TO DETERMINE IF ANY UTILITY CONFLICTS WILL
AFFECT THE CURRENT SANITARY SEWER DESIGN.
15) PVC WATER LINES LESS THAN 3" SHALL BE ASTM D 2241, SDR 21 WITH INTEGRALLY MOLDED BELL
ENDS, ASTM D 2672. PVC WATER LINES 3" AND LARGER SHALL BE AWWA C900, RATED DR 18 (CLASS 150)
WITH INTEGRALLY MOLDED BELL ENDS, ASTM D3139. DIP WATER LINES SHALL BE AWWA C151,
THICKNESS CLASS 50.
16) PVC SANITARY SEWER LINES SHALL BE ASTM D 3034, RATED SDR 35 WITH INTEGRALLY MOLDED BELL
ENDS, ASTM D 3034, TABLE 2, WITH FACTORY SUPPLIED ELECTROMETRIC GASKETS AND LUBRICANT. DIP
SANITARY SEWER LINES SHALL BE ASTM A746, CLASS 50 WITH AWWA C111, RUBBER GASKET JOINT
DEVICES.
17) DEMOLISHED UTILITIES NOT DEPICTED ON THIS SHEET. REFER TO THE DEMOLITION PLAN.
18) CONTRACTOR TO SAWCUT ANY SIDEWALK OR PAVEMENT THAT IS TO BE REMOVED FOR UTILITY
INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR REPLACING SIDEWALK, PAVEMENT AND EXISTING
INFRASTRUCTURE THAT IS REMOVED /ALTERED DURING INSTALLATION OF WATER LINE. CONTRACTOR
TO MATCH EXISTING CONDITION OF SIDEWALK AND PAVEMENT.
19) THE CONTRACTOR MUST FOLLOW AND ABIDE BY STANDARD NOTES AND REQUIREMENTS PROVIDED
IN THE STANDARD DETAILS FOR THE CITY OF SCHERTZ PUBLIC WORKS. PLEASE REFER TO THE DETAIL
SHEETS WITHIN THE DEVELOPMENT SET FOR DETAILS.
SCHERTZ RETAIL CENTER EXHIBIT A
/PS
LEGEND
EXISTING FENCE LINE
PROPERTY LINE
EXISTING UNDERGROUND COMMUNICATION LINE
\E'P 0HP Dip
EXISTING OVERHEAD POWER LINE
v
EXISTING WATER LINE
„..
EXISTING STORM LINE
CATV CATV
PROPOSED CABLE TELEVISION LINE
—FOC FOC FOC—
PROPOSED FIBER OPTIC LINE
-OHP OHP OHP—
PROPOSED OVERHEAD POWER LINE
uGie uGie
PROPOSED UNDERGROUND POWER LINE
uG(r u0 /T
PROPOSED UNDERGROUND TELEPHONE LINE
—GAS GAS GAS—
PROPOSED GAS LINE
— SS SS SS —
PROPOSED SANITARY SEWER LINE
—w w w—
PROPOSED WATER LINE
—Fw Fw Fw—
PROPOSED FIRE WATER LINE
PROPOSED STORM LINE
PROPOSED UTILITY TRENCH AND PAVEMENT
SCHERTZ RETAIL CENTER EXHIBIT A
/PS
\c /
t �
\
\
\
\
\
O \ \ \
. 1
...v .
61 `\
q \
,
v\ y�{
400 / $ t
,
-
PROPOSED 12" INLINE VALVE
SGHtK I Z PAVEU AREA I HENGH
DETAIL FOR WATER MAIN yz�;,..tt. # '
INSTALLATION (TRENCH TO BE 6'
_�'-- 8" X 8" X 8" CUT IN WATER TEE WIDE CENTERED ON MAIN INSTALL, V
— (2) 8" VALVES BUILT INTO WATER TEE 3' OFF FACE OF CURB)
" — CONTRACTOR TO OPEN CUT ROADWAY
FOR WATER MAIN EXTENSION ' l�
„
UTILITY EXHIBIT
Developer Responsibility - Wastewater
Developer Responsibility -Water
City Responsibility - Water
37 LF LF OF 8" C900 PVC WATER LINE
i
12" X 8" WATER REDUCER
7 f
89 LF LF OF 12" C900 PVC WATER LINE - t
"A� APPROX/MA TEL 0CAT/ON OF
SANITARY SEWER MANHOLE
APPROX/MA TEL OCAT /ON OF `
18" SANITARY SEWER
GRAV/TYMA /N
EXISTING RIGHT -OF -WAY LINE
i"
p P` CONTRACTOR TO MAINTAIN A MINIMUM HORIZONTAL
y7z -" SEPARATION OF 4' FROM THE EXISTING MAIN TO THE
r -" PROPOSED MAIN.
--� 290 LF OF 12" C900 PVC WATER LINE
EXISTING GROUND MOUNTED `
TRANSFORMER (CONTRACTOR TO
COORDINATE WITH GVEC DURING
CONSTRUCTION TO MAINTAIN POWER
SERVICE)
PROPOSED FIRE HYDRANT
(REFER TO CITY OF SCHERTZ
FIRE HYDRANT ASSEMBLY
45 DEGREE WATER BEND DETAIL)
— THRUST BLOCK
(TYP.)
%VCVS
pharmacy TM
14,698-LEFT
DIVIVE-TUVU BU, ►lPO
ENGINEER:
FORES11TE
Foresite Group, Inc.
1999 Bryan St.
Suite 890
Dallas, TX 75201
CONSULTANT:
o 214.939.7123
f 888.765.8135
w ( www.fg- inc.net
REVISIONS:
CITY COMMENTS 03/20/2017
CITY COMMENTS 03/30/2017
CITY COMMENTS 04/04/2017
CITY COMMENTS 04/06/2017
CITY COMMENTS 04/10/2017
CITY COMMENTS 4/18/2017
CITY COMMENTS 4/19/2017
DRAWING BY: DK
DATE: 02/24/2017
JOB NUMBER: 164.079
TITLE:
UTILITIES PLAN
SHEET NUMBER:
C�3 ■ 1_
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
i'
\c /
t �
\
\
\
\
\
O \ \ \
. 1
...v .
61 `\
q \
,
v\ y�{
400 / $ t
,
-
PROPOSED 12" INLINE VALVE
SGHtK I Z PAVEU AREA I HENGH
DETAIL FOR WATER MAIN yz�;,..tt. # '
INSTALLATION (TRENCH TO BE 6'
_�'-- 8" X 8" X 8" CUT IN WATER TEE WIDE CENTERED ON MAIN INSTALL, V
— (2) 8" VALVES BUILT INTO WATER TEE 3' OFF FACE OF CURB)
" — CONTRACTOR TO OPEN CUT ROADWAY
FOR WATER MAIN EXTENSION ' l�
„
UTILITY EXHIBIT
Developer Responsibility - Wastewater
Developer Responsibility -Water
City Responsibility - Water
37 LF LF OF 8" C900 PVC WATER LINE
i
12" X 8" WATER REDUCER
7 f
89 LF LF OF 12" C900 PVC WATER LINE - t
"A� APPROX/MA TEL 0CAT/ON OF
SANITARY SEWER MANHOLE
APPROX/MA TEL OCAT /ON OF `
18" SANITARY SEWER
GRAV/TYMA /N
EXISTING RIGHT -OF -WAY LINE
i"
p P` CONTRACTOR TO MAINTAIN A MINIMUM HORIZONTAL
y7z -" SEPARATION OF 4' FROM THE EXISTING MAIN TO THE
r -" PROPOSED MAIN.
--� 290 LF OF 12" C900 PVC WATER LINE
EXISTING GROUND MOUNTED `
TRANSFORMER (CONTRACTOR TO
COORDINATE WITH GVEC DURING
CONSTRUCTION TO MAINTAIN POWER
SERVICE)
PROPOSED FIRE HYDRANT
(REFER TO CITY OF SCHERTZ
FIRE HYDRANT ASSEMBLY
45 DEGREE WATER BEND DETAIL)
— THRUST BLOCK
(TYP.)
%VCVS
pharmacy TM
14,698-LEFT
DIVIVE-TUVU BU, ►lPO
ENGINEER:
FORES11TE
Foresite Group, Inc.
1999 Bryan St.
Suite 890
Dallas, TX 75201
CONSULTANT:
o 214.939.7123
f 888.765.8135
w ( www.fg- inc.net
REVISIONS:
CITY COMMENTS 03/20/2017
CITY COMMENTS 03/30/2017
CITY COMMENTS 04/04/2017
CITY COMMENTS 04/06/2017
CITY COMMENTS 04/10/2017
CITY COMMENTS 4/18/2017
CITY COMMENTS 4/19/2017
DRAWING BY: DK
DATE: 02/24/2017
JOB NUMBER: 164.079
TITLE:
UTILITIES PLAN
SHEET NUMBER:
C�3 ■ 1_
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
EXHIBIT B
SCHERTZ RETAIL CENTER
WATER AND WASTEWATER EXTENSION COST
Description
Cost Quantity
Unit
Unit Cost Unit
E manhole over existing stub
$ 7,758.70
1
$ 7,758.70 LUMP
8 SDR 26 PCV Pipe
$23,241.55
423 LF
$ 54.94 LF
8 "x6" single clean out w Traffic Cover
$ 2,263.50
1
$ 2,263.50 LUMP
5' Manholes with 32" Ring and Covers
$ 28,878.80
4
$ 7,219.70 EACH
5' Risers
$17,838.60
6
$ 2,973.10 EACH
Road Bores with Pits
$35,084.45
1
$ 35,084.45 LUMP
18 Casing
$9,458.20
131 LF
$ 72.20 LF
18" Ca sing Spacers and Seals
$3,244.50
7
$ 463.50 EACH
Detectable Warning Tape
$ 167.75
1
$ 167.75 EACH
Trench Excavation Protection
$1,677.50
1
$ 1,677.50 LUMP
Spoil Removal
$ 2,200.00
1
$ 2,200.00 LUMP
Manhole Testing
$ 1,254.00
1
$ 1,254.00 LUMP
Air Test
$ 544.50
1
$ 544.50 LUMP
Subtotal Offsite Sewer $ 133,612.05
12" MJ Cut In Tee with MegaLug
$
5,117.75
1 EACH
$ 5,117.75 EACH
8" Ml Cut In Tee with Megalug
$
4,557.55
1 EACH
$ 4,557.55 EACH
12" Ml Gate Valve with Box
1 EACH
$14,694.30
8 EACH
$ 1,836.79 EACH
8" Ml Gate Valve with Box
$
3,098.10
2 EACH
$ 1,549.05 EACH
12" C -900 Dr -14 PVC Pipe
$
46,413.20
1220 LF
$ 38.04 LF
8" C -900 Dr-14 PVC Pipe
$
598.00
37 LF
$ 16.16 LF
6" PR 350 Ductile Iron Pipe
$
2,047.65
52 LF
$ 39.38 LF
MJ 1/32" deg Bend w Megalug
$
1,291.90
1 EACH
$ 1,291.90 EACH
MJ 1/16" deg Bend w Mega
$
660.90
1 EACH
$ 660.90 EACH
M11/8" deg Bend w Megalug
$
2,02120
3 EACH
$ 674.40 EACH
12x6 MJ Anchor Tee
$
2,947.20
4 EACH
$ 736.80 EACH
12 Ml Tee w Mega Lug
$
887.46
1 EACH
$ 887.46 EACH
12x8 MJ Reducer w MegaLug
$
558.80
1 EACH
$ 558.80 EACH
12" Vertical Offset
$
2,337.60
2 EACH
$ 1,168.80 EACH
12x2 Temp Blow off
$
1,577.65
1 EACH
$ 1,577.65 EACH
4 Std Hydrant Assy Complete
$
17,789.60
4 EACH
$ 4,447.40 EACH
3000 PSI thrust block
$
4,033.80
5 EACH
$ 806.76 EACH
Detectable warning tape
$
312.25
2 EACH
$ 156.13 EACH
Hydrostatic Pressure Test
$
560.20
1 LUMP
$ 560.20 LUMP
Spoils Removal
$
4,950.00
1 LUMP
$ 4,950.00 LUMP
2" asphalt repair
$
11,157.80
577 SQ. YD.
$ 19.34 SQ. YD.
Traffic Control
$
13,200.00
1 LUMP
$ 13,200.00 LUMP
Steel Plates
$
2,750.00
1 LUMP
$ 2,750.00 LUMP
290 cu yds flowable Fill
$
38,280.00
290 Cu Yds
$ 132.00 Cu Yds
2" adjust existing fire hydrant
$
1,244.90
1 EACH
$ 1,244.90 EACH
2" demo existing meter at Tap
$
24930
1 EACH
$ 249.90 EACH
All costs by Five star (subdivided by Tenants)
Schertz Retail Center Costs (To be split among tenants)
City of Schertz Costs
Cost Schertz Quantity Schertz Unit
Unit Cost Unit
$ -
0 EACH
$ 5,117.75 EACH
$ 4,557.55
1 EACH
$ 4,557.55 EACH
$ 1,836.79
1 EACH
$ 1,836.79 EACH
$ 3,098.10
2 EACH
$ 1,549.05 EACH
$20,315.29
534 LF
$ 38.04 LF
$ 598.00
37 LF
$ 16.16 LF
$ 1,023.83
26 LF
$ 39.38 LF
$ 1,29130
1 EACH
$ 1,291.90 EACH
$ -
0 EACH
$ 660.90 EACH
$ 1,348.80
2 EACH
$ 674.40 EACH
$ 1,473.60
2 EACH
$ 736.80 EACH
$ -
EACH
$ 887.46 EACH
$ 558.80
1 EACH
$ 558.80 EACH
$ -
0 EACH
$ 1,168.80 EACH
$ -
0 EACH
$ 1,577.65 EACH
$ 8,894.80
2 EACH
$ 4,447.40 EACH
$ 2,420.28
3 EACH
$ 806.76 EACH
$ 156.13
1 EACH
$ 156.13 EACH
$ -
0 LUMP
$ 560.20 LUMP
$ -
0 LUMP
$ 4,950.00 LUMP
$ 4,737.71
245 SQ. YD.
$ 19.34 SQ. YD.
$ 6,600.00
0.5 LUMP
$ 13,200.00 LUMP
$ 2,750.00
1 LUMP
$ 2,750.00 LUMP
$16,236.00
123 Cu Yds
$ 132.00 Cu Yds
$ -
0 EACH
$ 1,244.90 EACH
$ -
0 EACH
$ 249.90 EACH
Schertz Retail Center Costs (To be split among tenants)
Cost Five Star Quantity Five
Star Unit
Unit Cost Unit
$ 5,117.75
1 EACH
$ 5,117.75 EACH
$ -
0 EACH
$ 4,557.55 EACH
$ 12,857.51
7 EACH
$ 1,836.79 EACH
$ -
0 EACH
$ 1,549.05 EACH
$ 26,097.91
686 LF
$ 38.04 LF
$ -
0 LF
$ 16.16 LF
$ 1,023.83
26 LF
$ 39.38 LF
$ -
0 EACH
$ 1,29130 EACH
$ 660.90
1 EACH
$ 660.90 EACH
$ 674.40
1 EACH
$ 674.40 EACH
$ 1,473.60
2 EACH
$ 736.80 EACH
$ 887.46
1 EACH
$ 887.46 EACH
$ -
0 EACH
$ 558.80 EACH
$ 2,337.60
2 EACH
$ 1,168.80 EACH
$ 1,577.65
1 EACH
$ 1,577.65 EACH
$ 8,894.80
2 EACH
$ 4,447.40 EACH
$ 1,613.52
2 EACH
$ 806.76 EACH
$ 156.13
1 EACH
$ 156.13 EACH
$ 560.20
1 LUMP
$ 560.20 LUMP
$ 4,950.00
1 LUMP
$ 4,950.00 LUMP
$ 6,420.09
332 SQ. YD.
$ 19.34 SQ. YD.
$ 6,600.00
0.5 LUMP
$ 13,200.00 LUMP
$ -
0 LUMP
$ 2,750.00 LUMP
$ 22,044.00
167 Cu Yds
$ 132.00 Cu Yds
$ 1,244.90
1 EACH
$ 1,244.90 EACH
$ 249.90
1 EACH
$ 249.90 EACH
Offsite Water Subtotal $ 183,339.71 $77,897.57 $105,442.14