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HomeMy WebLinkAboutRes 2017-04-314 AISD Rdwy Impact AgreementCITY OF ANNA, TEXAS RESOLUTION NO. A0 I T 04-.b)Q A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A ROADWAY IMPACT FEE CREDIT AGREEMENT WITH ANNA INDEPENDENT SCHOOL DISTRICT (AISD) FOR ANNA ELEMENTARY NO. 3. WHEREAS, AISD (the Owner) owns and desires to develop a parcel of property composed of approximately 34.92 acres of land located entirely within the corporate limits of the City of Anna, Texas (the City); and, WHEREAS, the Owner has agreed to construct certain roadway facilities in connection with development of the property-, and, WHEREAS the Owner has requested impact fee credits for the construction of said roadway facilities; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS,THAT: Section 1. Recitals Incorporated. The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Approval of Impact Fee Credit Agreement The City Council hereby approves the Roadway Impact Fee Credit Agreement for Anna Elementary No. 3, attached hereto as Exhibit 1, and ratifies and approves the City Manager's execution of the same. The City Manager is hereby authorized to execute all documents and to take all other actions necessary to finalize, act under, and enforce the Agreement. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 25 th day of April, 2017. ATTEST: APP 01 F Carrie L. Smith, City Secretary �/��yor, Mke Crist ROADWAY IMPACT FEE CREDIT AGREEMENT FOR ANNA ELEMENTARY #3 (JUDITH HARLOW ELEMENTARY) LEONARD DRIVE This Impact Fee Credit Agreement (this "Agreement") is entered into between the City of Anna, Texas (the "City") and Anna ISD, ("Developer"). WHEREAS, Developer and the City are sometimes collectively referenced in this Agreement as the "Parties," or, each individually, as "Party"; and WHEREAS, it is the Parties' mutual intent that this Agreement shall govern only the subject matter specifically set forth herein and that this Agreement, and shall supersede any previous agreement between the Parties only to the extent that any such agreements directly conflict with the terms of this Agreement; and WHEREAS, Developer owns and desires to develop a parcel or parcels of real property (the "Property") in Collin County, Texas, which is composed of approximately 37.055 acres of land located entirely within the corporate limits of the City of Anna and is more particularly and separately or jointly described in the attached Exhibit A; and, NOW, THEREFORE, in consideration of the mutual covenants contained herein, the Parties agree as follows: SECTION 1 RECITALS INCORPORATED The recitals set forth above are incorporated herein as if set forth in full to further describe the Parties' intent under this Agreement and said recitals constitute representations by Developer and the City. SECTION 2 DEFINITIONS City Code means the Anna City Code of Ordinances. CitV Manager means the current or acting City Manager of the City of Anna or a person designated to act on behalf of the City Manager with respect to this Agreement if the designation is in writing and signed by the current or acting City Manager. City Regulations mean City Code provisions, ordinances, design standards, uniform codes, and other policies duly adopted by the City. Development means the new development on the Property that is the subject of this Agreement. Estimated Construction Cost with respect to the engineering, design, and construction of the Roadway Project, means $662,711. IMPACT FEE CREDIT AGREEMENT Final Construction Cost with respect to the Roadway Project, means the dollar amount actually paid for the engineering, design, and construction of the Roadway Project at the time of full and final completion, dedication and acceptance the Roadway Project. City inspection fees shall not be included in the Final Construction Cost. Final Credit Amount with respect to the Roadway Project, means a dollar amount equal to the Estimated Construction Cost or the Final Construction Cost, whichever is less. RoadwaV Improvements means right of way preparation, paving excavation, construction of concrete paving, storm drainage, curbs, signage, roadway transitions, turn lanes, pavement markings, sidewalks, irrigation, landscaping, lighting and any other improvements necessary for a complete roadway system, of the portion of Leonard Drive. that is the subject of this Agreement. Roadway Proiect means the construction of Leonard Drive, an 8" thick, 3,600 PSI, 24' concrete street section from station 0+00 to station 15+06.76 a distance of approximately 1500' as further described and depicted in Exhibit B attached hereto. SECTION 3 GENERAL PROVISIONS. (a) Documentation of Actual Amount Paid. Once Developer fully completes the Roadway Project, and before the City has accepted such Roadway Project after inspection, Developer shall provide the City Manager with documentation reasonably acceptable to the City Manager evidencing the Final Construction Cost. (b) Maintenance Bond. For each construction contract for any part of the Roadway Project, Developer or Developer's contractor further must execute a Maintenance Bond in accordance with applicable City Regulations that guarantee the costs of any repairs which may become necessary to any part of the construction work performed in connection with the Roadway Project, arising from defective workmanship or materials used therein, for a full period of two (2) years from the date of final acceptance of the Roadway Project constructed under such contract. (c) Approval of Plats/Plans. Approval by the City, the City's engineer or other City employee or representative, of any plans, designs or specifications submitted by Developer pursuant to this Agreement or pursuant to City Regulations shall not constitute or be deemed to be a release of the responsibility and liability of Developer, his engineer, employees, officers or agents for the accuracy and competency of their design and specifications. Further, any such approvals shall not be deemed to be an assumption of such responsibility and liability by the City for any defect in the design and specifications prepared by Developer's engineer, his officers, agents, servants or employees, it being the intent of the parties that approval by the City's engineer signifies the City's approval on only the general design concept of the improvements to be constructed. IMPACT FEE CREDIT AGREEMENT (d) Insurance. Developer or its contractor(s) shall acquire and maintain, during the period of time when any of the Roadway Project are under construction (and until the full and final completion of the Roadway Project and acceptance thereof by the City: (a) workers compensation insurance in the amount required by law; and (b) commercial general liability insurance including personal injury liability, premises operations liability, and contractual liability, covering, but not limited to, the liability assumed under any indemnification provisions of this Agreement, with limits of liability for bodily injury, death and property damage of not less than $1,000,000.00. Such insurance shall also cover any and all claims which might arise out of the Roadway Project construction contracts, whether by Developer, a contractor, subcontractor, materialman, or otherwise. Coverage must be on an "per occurrence" basis. All such insurance shall: (i) be issued by a carrier which is rated "A-1" or better by A.M. Best's Key Rating Guide and licensed to do business in the State of Texas; and (ii) name the City as an additional insured and contain a waiver of subrogation endorsement in favor of the City. Upon the execution of Public Improvement construction contracts, Developer shall provide to the City certificates of insurance evidencing such insurance coverage together with the declaration of such policies, along with the endorsement naming the City as an additional insured. Each such policy shall provide that, at least 30 days prior to the cancellation, non -renewal or modification of the same, the City shall receive written notice of such cancellation, non -renewal or modification. (e) Indemnification and Hold Harmless. DEVELOPER COVENANTS AND AGREES TO INDEMNIFY AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY, ITS OFFICERS, AGENTS, SERVANTS AND EMPLOYEES, FROM AND AGAINST ANY AND ALL CLAIMS OR SUITS FOR PROPERTY DAMAGE OR LOSS AND/OR PERSONAL INJURY, INCLUDING, WITHOUT LIMITATION, DEATH, TO ANY AND ALL PERSONS, OF WHATSOEVER KIND OR CHARACTER, WHETHER REAL OR ASSERTED (INCLUDING, WITHOUT LIMITATION, REASONABLE ATTORNEYS FEES AND RELATED EXPENSES, EXPERT WITNESS FEES AND RELATED EXPENSES AND OTHER CONSULTANT FEES AND RELATED EXPENSES) ARISING OUT OF OR IN CONNECTION WITH, DIRECTLY OR INDIRECTLY, THE NEGLIGENT OR OTHERWISE WRONGFUL ACTS OR OMISSIONS OF DEVELOPER, ITS AGENTS, SERVANTS, CONTRACTORS, SUBCONTRACTORS, MATERIAL MEN OR EMPLOYEES IN CONNECTION WITH THE DESIGN, CONSTRUCTION OR INSTALLATION OF THE ROADWAY PROJECT, INCLUDING BUT NOT LIMITED TO INJURY OR DAMAGE TO CITY PROPERTY. SUCH INDEMNITY SHALL SURVIVE THE TERM OF THIS AGREEMENT. AT NO TIME SHALL THE CITY HAVE ANY CONTROL OVER OR CHARGE OF THE DEVELOPER'S DESIGN, CONSTRUCTION OR INSTALLATION OF ANY OF THE ROADWAY PROJECT THAT ARE THE SUBJECT OF THIS AGREEMENT, NOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES UTILIZED FOR SAID DESIGN, CONSTRUCTION OR INSTALLATION. THIS AGREEMENT DOES NOT CREATE A JOINT ENTERPRISE BETWEEN THE CITY AND DEVELOPER. DEVELOPER FURTHER COVENANTS AND AGREES TO INDEMNIFY, HOLD HARMLESS, AND DEFEND THE CITY AGAINST ANY AND ALL CLAIMS OR SUITS, BY ANY PERSON CLAIMING AN INTEREST IN THE PROPERTY WHO HAS NOT SIGNED THIS AGREEMENT AND WHICH CLAIMS: (1) ARISE IN ANY WAY FROM THE CITYS RELIANCE UPON DEVELOPER'S REPRESENTATIONS IMPACT FEE CREDIT AGREEMENT IN THIS AGREEMENT; (2) RELATE IN ANY MANNER OR ARISE IN CONNECTION WITH THIS AGREEMENT OR IN CONNECTION WITH DEVELOPMENT OF THE PROPERTY; OR 3) ARISE IN ANY WAY FROM THE CITY'S APPROVAL OF ANY TYPE OF DEVELOPMENT APPLICATION OR SUBMISSION WITH RESPECT TO THE PROPERTY. NOTWITHSTANDING THIS PROVISION OR ANY OTHER PROVISION OF THIS AGREEMENT, DEVELOPER SHALL NOT BE OBLIGATED TO INDEMNIFY, DEFEND, OR HOLD THE CITY HARMLESS FOR THE CITY'S OWN NEGLIGENCE OR GROSS NEGLIGENCE. SECTION 4 ROADWAY PROJECT (a) Developer Obligations. Developer shall construct the Roadway Project depicted on the attached Exhibit B, and all Roadway Improvements appurtenant to the Roadway Project. (b) City Obligations (1) The Final Credit Amount shall be a credit against Roadway impact fees otherwise due to the City from Development of the Property. The Roadway impact fee credit for the construction of the Roadway Project shall be redeemed at the time of issuance of building permits, and such redemption shall apply to the full amount of the Roadway impact fees that would otherwise be collected until the Roadway impact fee credit authorized by this Agreement has been exhausted. (2) Notwithstanding Section 4(b)(1) above, the Roadway impact fee credit for construction of the Roadway Project shall not exceed the total amount of Roadway impact fees due from Development of the Property. (3) Notwithstanding Section 4(b)(1) above, the impact fee credit authorized by this Agreement shall expire on September 30 in the tenth year following the date the Roadway Project is complete and formally accepted by the City. (4) The City shall have the right to collect Roadway impact fees due from the Development of the Property after the credit authorized by this Agreement has been exhausted or after the credit expires, whichever occurs first. SECTION 5 EFFECTIVE DATE The Effective Date of this Agreement is the date that the last of the Parties' signatures to this Agreement is fully and properly affixed to this Agreement and acknowledged by a public notary. The City's duties and obligations hereunder shall not arise unless and until the City Manager and the Developer have duly executed this Agreement. IMPACT FEE CREDIT AGREEMENT SECTION 6 TERMINATION This Agreement and all obligations of the Parties hereto, shall terminate upon full performance of the terms of this Agreement. SECTION 7 SUCCESSORS AND ASSIGNS (a) All obligations and covenants of Developer under this Agreement shall constitute covenants running with the land, and shall bind Developer and each successive Developer of all of any portion of the Property. (b) This Agreement shall not be assignable by Developer without the prior written consent of the City. kitimamr-loo "M *41411"T. (a) Authority to execute contract. The undersigned officers and/or agents of the parties hereto are the properly authorized officials and have the necessary authority to execute this Agreement on behalf of the parties hereto, and each party hereby certifies to the other that any necessary resolutions or other act extending such authority have been duly passed and are now in full force and effect. (b) Notice. All notices, demands or other communications required or provided hereunder shall be in writing and shall be deemed to have been given on the earlier to occur of actual receipt or three (3) days after the same are given by hand delivery or deposited in the United States mail, certified or registered, postage prepaid, return receipt requested, addressed to the parties at the addresses set forth below or at such other addresses as such parties may designate by written notice to the other parties in accordance with this notice provision. If to the City: City of Anna Attn: City Manager P.O. Box 776 111 N. Powell Parkway Anna, TX 75409 If to Developer: Anna ISD Attn: AISD Superintendent or Designee 501 S. Sherley St. Anna, TX 75409 (c) Complete Agreement. This Agreement embodies the entire Agreement between the Parties and cannot be varied or terminated except as set forth in this Agreement, or by written agreement of the City and Developer expressly amending the terms of this Agreement. IMPACT FEE CREDIT AGREEMENT (d) Applicable Law and Venue. This Agreement shall be performable and all compensation payable in Collin County, Texas. Venue and exclusive jurisdiction under this Agreement lies in a court of competent jurisdiction in Collin County, Texas. (e) Severability. If any clause, paragraph, section or portion of this Agreement shall be found to be illegal, unlawful, unconstitutional or void for any reason, the balance of the Agreement shall remain in full force and effect and the unlawful provision shall be replaced with a provision as similar in terms and effect to such unlawful provision as may be valid, legal and enforceable. (f) Representation. Each signatory representing this Agreement has been read by the party for which this Agreement is executed and that such Party has had an opportunity to confer with its counsel. (g) Consideration. This Agreement is executed by the Parties hereto without coercion or duress and for substantial consideration, the sufficiency of which is hereby acknowledged. (h) Waiver. Waiver by either Party or any breach of this Agreement, or the failure of either Party to enforce any of the provisions of this Agreement, at any time, shall not in any way affect, limit or waive such Party's right thereafter to enforce and compel strict compliance of the Agreement. (i) Miscellaneous Drafting Provisions. This Agreement was drafted equally by the Parties hereto. The language of all parts of this Agreement shall be construed as a whole according to its fair meaning, and any presumption or principle that the language herein is to be construed against any Party shall not apply. Headings in this Agreement are for the convenience of the Parties and are not intended to be used in construing this document. (j) No Other Beneficiaries. This Agreement is for the sole and exclusive benefit of the City, Developer and Payee and is not intended to and shall not confer any rights or benefits on any third party not a signatory hereto. (k) Binding Effect. This Agreement shall bind and inure to the benefit of the City and Developer and to any successor Developer/developer of the Property, may be recorded in the Collin County property records, and runs with the land. (1) Counterparts. This Agreement may be executed in a number of identical counterparts, each of which shall be deemed an original for all purposes. (m) No Waiver of Development Ordinances. No waiver of any provision of this Agreement will be deemed to constitute a waiver of any other provision or any other agreement between the Parties. No waiver of any provision of this Agreement will be deemed to constitute a continuing waiver unless expressly provided for by written amendment to this Agreement; nor will the waiver of any default under this Agreement be deemed a waiver of any IMPACT FEE CREDIT AGREEMENT subsequent defaults of the same type. Nothing herein shall waive any obligations of Developer under applicable City Regulations. [SIGNATURES PAGES FOLLOW, REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANKI IMPACT FEE CREDIT AGREEMENT Developer: Anna ISD By: Name: Pdfe Slaughter, Title: Anna ISD Superintendent 110% M, W0 M*3 .1 WVT 0 1: 1 IN: to] 2 STATE OF TEXAS COUNTY OF Collin Before me, the undersigned notary public, on the �-?2 A day of 2017, personally appearedd9ek 96,SUm-knownto me (or proved tome) to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in his capacity as DEBORAH L. LINDSEY Notary Public, StadofYexas Notary Public, State of Texas res A. My Commission Expires March 17, 2018 IMPACT FEE CREDIT AGREEMENT CITY OF AN BY) Iri 4pS Van d IN WITNEk��h City Manager HEREOF: STATE OF TEXAS § COUNTY OF COLLIN § Before me, the undersigned notary public, on the2�� day of 2017, personally appeared Philip Sanders, known to me (or proved to mej to bet the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in his capacity as CitV Manager of the City of Anna, Texas. LAURETTA KAy SLACKETER My Notary ID # 129369379 "S 11 Expires Apdl 1, 2021 IMPACT FEE CREDIT AGREEMENT Nota� Public, State of T1Xas ATTACHMENTS Exhibit A —The Property (legal description and drawing) Exhibit B — Roadway Project IMPACT FEE CREDIT AGREEMENT -Al - OF TRICT 1-129.92 ACRES ANN TDIdd CENTER No. A/SHIP, LM DOC, NO. 20-35965 D.R.C.C.T. P.O.B. '/l AI NDMAI DER OF TRACT 1-129.92 ACRES ANNA TOPfN CENTER No. 4/SHRP. LTO D­ - 2-SteS 0-1 COUNTY ROAD 422, (A-T 40' R.aw.) I L T -4-. dm 7Z40 _1 (ARAIII.N. 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SIX (G'I INCH CURB SHALL BE INSTALLED INTEGRAL WITH CONCRETE PAVEMENT. ANY EXISTING UTILITIES THAT MAY CONFLICT WITH SA W J DINTS SHALL EXTEND THROUGH T HE CURB 1 NC UDING REMOVAL OF PR OPOSED LAYOUT. t"U"' ­IAMUS ML 2. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING. I.H­A - 1.11ILLMD .I'. HIL IM-11 -INA. 2. TH TOP FOUR (B") INCHES OF TOP SOIL SHALL BE REMOVED FROM SITE AND 5T CKPILED FOR LANDSCAPE USE. ALL CUT OR FILL SLOPES TO BE 3H : 1V OR 3. SEE SPACING PLAN FOR FINISHED PAVEMENT ELEVATIONS, MIL INI-I 1­1 ­. 1. 1-1. dzi G 3 FLATTER UNLESS OTHERWISE NOTED. 1.1%:."AF, A -IIII, -B, 3 AL 4. CONTRACTOR SHALL PAINT A STRIPE ALL PARKING AS SHOWN. CONTRACTOR PROVIDE CONCRETE RAMPS, SIGNS, 3. TH CONTRACTOR SHALL RESTORE AREAS DISTURBED BY CONSTRUCT I ON To SHALL AND CURB STOPS AS SHOWN, =I ORIGINAL CONDITION OR SET E . RESTORED AREAS IMCLUD . BUT ARE HOT 5� FOR C:LSO T T E ,AA __ON I., H S AVE ENT. CONTRACTOR 1-1. SUBMIT A JOINT SPACING DIAGRAM L TO, TRENCH SACKFILL. IDE SLOPES. FENCES. IRRIG TION SYSEMU. CULVERT PIMITED PES. DRAINAGE DITCHES. DRIVEWAYS. PRIVATE YARDS. ROADWAYS. ETC. E.C.PNEIRP 'R [OR TO CONSTRUCTIO . SA.0 UT CONTROL JOINTS FOR VEHICULTARD PAVING SHALL BE PROVIDED AT 15' MAX SPACING. JOINTS FOR SIDEWALKS SHALL 4. ALL FILL AND STABILIZATION PROCEDU ES SHALL BE PER GEOTECHNICAL REPORT. BE SAWCUT AT S' MAX SPACING. u A M IN T IMUM. SELECT FILL SHALL BE PLACED IN 6' LIFTS AN COMPACTED TO 95% MAINTAINED AT ALL TIMES. A L MI S TM -.1- TA GARD PROCTOR DENSITY. FIEL DENSITY TESTS SHALL BE P RFOR1,1ED By 6. 0 E LANE OF TRAFFIC SHALL B L TRAP '% GEOTE HNICAL ENGINEER OR HIS REPRESENTATIVE. ALL COSTS FOR TESTING SHALL C NTROL DEVICES SHALL BE IN ACCORDANCE WITH THE TEXAS MANUAL N BE BORNE BY THE CONTRACTOR. UNIFORM TRAFIC CONTROL DEVICES. XTHLIII PIL-11 1111 S. DRA;NAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A T. PAVING SUBGRADE SPECIFICATIONS ARE AS FOLLOWS: MIN MUM OF 1% SLOPE AROUND BUILDING PAD. 3:1 MAX EARTHEN SLOPES. PAVING NOTES: =NoVIXA?�:%" 6. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING. FII A " "I I;CV�1111 All��' AID AFTER FIWMI SUB.BABC I'll- Mililt LtVA;j.0 it C , ,. 'D THE 1 7. ALL PARKING LOT PAVING SHALL BE REINFORCED PER PAVING PLAN. -1. SHOULD BE ItARINED 1. APDEPT.' CIFLEASO%THIEM ­E�E"T.I"1.11* I T CE, B A PERCENT It 11 ME III MIT 'OIL - B.TI IN ED.- .. It B­ 11 '.. "t. IT I, .I P, FOR . _ :* IIIEII TI 8. GO TRACTOR SMALL ADHERE TO ALL TERMS AND CONDITIONS 0 TLINED IT . .. P.F FOR . =111. 1* AS 1AV2NNT IUMPIDE'SO-IL'S 1. I-ItC U.11 PCIS E P. I THIS IVR­TA� Bl' LINE ..A'. 'I MIOUI IN .. 1L. U.-FT TILIE I THE GENERAL T.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED IF L' ME "' " "" IF TI1AEG I"*IE THE AITAIL A -1 UT "I N .1 LI WE itt-HEG ­ULB BE B;UI WITH CONSTRUCTION ACTIVITIES. 'B_&iIL __. TESTS ASTI C 911 APPENDIX - PAID' TO COISTAUCTION. IT 11 THAT LUBC IT­­AT­ P-t-Cl till- �T 11 1­ EA1BI.A MITI N 11 IT BLIOID TIC EDGE I' TO' P ...... I I 'LET' CRITICAL LEA I I T O,BB,, ' RNM­ AID I.ELLI HD UP.. THE IATIIII ED 11116"11 IIHIC' 4- EX .. HEIDt-T Z 0 0 m CO UJ AV I, L EXISTING UTILITIES ­B1.1 CATION OF ARE U4-`E­­­T 5 0 S APPROXIMATE TH ­"`C "C "L ­lAtTED AT EL C) I E LEAST 11 DER4.T'D'1'ITAMD1.D"P`Tt1 .... . ID."111 I1"IIT1 AN ARE BASED ON FUEL C RECORDS TH CONTRACTOR 'AS I I IBI I AND ­NDH THE RA.DC IF I TO � P_HTAI, POINTS A U.BEI 10 111CUMST-CES SIALL SOD 0 GO z V) z I AB RESPONSIBLE FOR LOCATING ALL EXISTING BIC TIC MIXTURE'S IPTIIUI MOISTURE DEISITI. LMUDI-111 ME PL1cm `HI K THE UK," o USICOMPLETELY T LITIES. BOTH HORIZONTALLY A14D VERTICALLY. BEFORE "OTE! CITI SMALL BE PIESEIT 101 TIE FIEL LI UL IEIIES UST .10 TIC TEST, LEDIT. FIHAI BAADC INA. EXIUBC ­ITIVC Fl. � ABLI ­1 TIC BUILDN' .11 "It' OC < T C ROSUL F L, HE OMMENCEMENT OF ANY CONSTRUCTION. TS UMLL BE SUBMITTED TO THE CITI OF REVIEW PPI III TO LIME APP E,TIIN s-clUDDI. x I A E A, IIRIII FBI PIIAI.S 111 11' IMICI A. -I MMIL BE .1 EAIE. I ,DADC ___ AI�PA CD .1 IT -MID 10-1 '=NAM Z LU z UTILITY RELOCATION NOTE: DRY BEISITY 17' �� - I' I 1.11.1AII I- mz LLI POINT BE- TO 3 PEACENUGE 'DINTS ­1E OPTIMUM. 1. 1­ 11- TA IFYANYREXISTING UTILITY POLES. POWER POLES. a) LLJ Z 0 TA L, GH WI ES. TELEPHONE UTFLITES. ETC. ARE FOUND z -, 0 UJ < To BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. EROSION CONTROL GENERAL NOTES 0 THE CONTRACTOR SHALL CONTACT THE APPROPRIATE < LU I UT LITY C MPANY AND CO RDINATE THE FIELD ATION OF 1. ALL SITES GREATE TH N I ACRE MUST HAVE A VALID TEXAS POLLUTION 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO ADJACENT 1 0 0 R LU z z 0 ANY AND OR ALL UCH UTILITIES N PECIAL PAY). DISCHARGE ELIMINAT ON SYST M (TPOES) PERMIT ISSUED BY THE ICED AS PROPE Ty OR TO RECEIVING WATERS CAUSED By I NPROPERLY NSTALLED S ( 0 S I GO < AL OR SURLY MAINTAINED EROSION CONTROL MEASURES. DEFINED IN TPOES GENER PERMIT NO. TXRI5OOOO. CL AL1.11CAIATIO1 TREN.CHING AND SHORING OPERATIONS SHALL C M LY 7. THEPC NTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND IT THE REOU ;E ENT OF THE U.S. DEPART ENT F LABOR. DOHA. 2. FO SITES OF 5 ACRES OR GREATER. A TPDES NOTICE OF INTENT INOII FORM OSAL OF ANY SILT DEPOSITS OR TRACKING BEYOND THE LIMITS OF I M 0 S DIS I M MUST BE SUBMITTED TO THE TCEO AT LEAST TWO 12) DAYS PRIOR TO DO T. AFETY A D HEALTHGREGULATIONS"�.VOL. 29. SUB PART P, CONSTRUCTION CAUSED BY HIS OPERATIONS AND/Olt FAILURE OF THE HIS S COMMENCING WORK R SITES GREATER THAN ONE ill ACRES BUT LESS PG. 128-137, AND ANY AMEN MENTS THERET THAN FI E (5) A�.E'S. A TCEO CONISTR CTION SITE NOTICE MUST BE COMPLETED. EROSION CONTROL MEASURES. A STORM WATE POLLUTI ON PREVENT[ ON PLAN ISW PHI MUST BE COMPLETED B. CONTRACTOR SHALL REMOVE AND PROPERLY CIS OSE OF ACCUMULATED PRIOR To SUBMIT AL OF THE MCI ON SITE OTI TH SIGNED AND COMPLETED 7 "ILL SILT AND SEDIMENT FRO EROSION CONTROL MEASURES EN IT REACHES P MUST E MAINTAINED AT THE JOB SITE AT TIMES. CWP, B TIN A DEPTH OF SIX 16) INCHES OR IMPAIRS THE EPFEC VENESS OF THE 3. EACH PRIME CONTRACTOR SHALL OBT IN AND SUBMIT TO OWNER/EN ]NEER MEASURES. WATER IMPROVEMENT NOTES A PO LUTION PREVENTION CEATIF I CATION FROM EACH SUBCONTRACTOR WHOSE WORK IMPACTS THE STORM WATER ROL UTION PREVENTION PLAN S. THE 0 NER'S REPRESENTATIVE WILL INSPECT THE PROJECT AT A MINIMUM OF IS PPPI PRIOR TO THE PERFORM DICE OF ANY WORK BY SAID EVER N DAYS AND AFTER EVERY PAIN ALL OF 0.5 INCHES OR GREATER 1. FIRE HYDRANTS SHALL BE LOCATED OUTSIDE OF THE SIDEWALK IF WALK INTENDED. SEV xv < C U CONTRACTOR. THESE CERTIFICA IONS SHALL BECOME A PART OF THE TO OYETER"El" THE INTCGIITY NO EPIC T. I.EIS OF THE 1G.1UPI 2. ALL WATER L114ES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD C-900 SDR-18 TERM WATER POLLUTION PREVEN ON PLAN. CONTROL AS RES, A WRITTEN INSPECT 0 REPORT WILL BE FILED WII IT NSF SEAL; PRESSLRE TESTEDMANOSDISINF CTEDMINIA CORDANCE WITH S Tj I M NIMUM. ill H E 4. CONTRACTS HALL FU WISH AND INSTALL EROSION CONTROL MEASURES THE POLLUTI 0 PREVENTION PLAN. THIS INSPECTION DOES NOT RELIEVE NCTCOG STANDARD S ECIF AT 1 N ' ATER AIN TO HAVE A N MUM OF 48" COVER TO R S THE CONTRAC To P C W 'I RESPONSIBILITY FOR INSPECTION AND MAINTENANCE 073DI THE TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BE C OMPRESSION-TYPE WITH STAIN- SHOW IMMEDIATELY UPON ENTERING SITE. REPAIRS OR MODIFICATIONS TO OF THE EROSION CONTROL MEASURES OR HIS DUTY TO COMPLY WITH THE S THE EM ASURES WILL BE MADE BY TH CONTRACTOR IF THE CONTROL INTENT AND CONDITIONS OF THE WPDES GENERAL PERMIT. LES STEEL TUBE LINERS. MEA LIES PRO E INEFFECTIVE R IT ADDITIONAL CONTROL MEASURES 3. EMBEDMENT SHALL BE PER EMBEDMENT DETAIL. ARE NECESSARY. 10. T E CONTRACTOR SHALL PROV ISE ADHEDUASEUPRO ECTION OF STORM D AIN INLETS USING STRAW BALE C ECK R OTHER MEASURES AS AT A ""M PERIMETER CONTROLS SLGH AS SILT FENCE OR STRAW SALES SP CIFIEt. WHERE INLETS ARE BEING P MOVED OR INSTALLED. THE 4. ALL SERVICES TO METER TO BE A MINIMUM 2" SOR-9 CLASS 200 POLYETHYLENE. SNALL"SE I"."TiALLED AT ALL DOWN SLOPE BOUNDARIES AN AS CO TRATOR SHALL PREVENT MATERI AL FROM ENTERING THE STORM T 5. ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS. WARRANTED WHERE MEN NT REMOVAL, UTILITY CONSTRUCTION. GRADING. DRAIN SYSTEM. OR OTHER CONSTRUCTION ACTIVITIES ARE TO BE PERFORMED. CONTRACTOR S ALL AT ALL TIMES TAKE SUCH MEASURES AS NECESSARY TO MINIMIZE 11, ALL OFF�EITE,STG1KPILES SOILS WILL BE SURROUN ED BY A STRAW 4 OFF -SITE TRACKING OR TRANSPORT OF SEDIMENT AND DEBRIS� SALE G I LT FEN E. SEDIMENT CONTROL SNALE. . EQUIVALENT MEASURE. IS APPROVED BY ENGINEER. TO PROPERLY CONTROL SEDIMENT SEWER IMPROVEMENT NOTES RUNOFF. I . SANITARY SEWE R LINES SHALL BE SDR-35. PVC PIPE. ONE JOINT OF 150-pSi PRESSURE 12. T E CONTRACTOR SHALL STABILIZE ANY AREA WHERE CONSTRUCTION RATED PI PE SHALL BE INSTALLED UNDER ALL PROPOSED WATER L114E CROSSINGS. ACTDIAVITY IS TE ORARILY OR PERMANENTLY CEASED FOR MORE THAN R01V 14 S. 2. EMBEDMENT SHALL BE PER EMBEDMENT DETAIL. -12V 3. CONTRACTO SHALL MAINTAIN MINIMUM 9' VERTICAL AND 3' HORIZONTAL SEPARATION BETWEEN PAR ALLEL WATER AND SANITARY SEWER PIPE. OF w OF FUIURE 37' G-11 3EF a US, 0... ----------------- - - STORM DRAIN IMPROVEMENT NOTES REINF. GGZ� ------ 1. ADS IN PEI N-12 PIPE SHALL BE USED FOR ALL STORM DRAIN PIPING LARGER THAN 2 CHES IPRIVATE - ON SITE). I IN "N, 2. PVC SCH AD SMALL BE USED FOR ALL STORM DRAIN PIPING UNDER 12 INCHES (PRIVATE). 3. RCP SH ILL ONLY BE USED UNDERNEATH DRIVEN YS AND CITY STREETS AND RIGHT-OF-WAYS. rn I. POP WHEN USED RCP SHALL BE PER ASTM G_76 CL ASS III UNLESS NOTED OTHERWISE. lox, 4. EMS DMENT SHALL BE PER EMBEDMENT DETAIL FOR PVC AND OR RCP PIPE AND PER ONFOMENO BARS SKNUL Or KIANUFACTURER'S INSTRUCTIONS IF ADS N-12 PIPE IS CHOSEN . Mo. 3 sms ON 187 'IRS. E.W. LEONARD DRIVE SHE 04VING SECTION C2. 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NOT ALL DETAILS THIS SHEET MAY BE USED FOR THIS PROJECT. 2. THESE DETAILS ARE FOR ON -SITE USE. DETAILS FOR PUBLIC IMPROVEMENTS SHALL BE PER CITY/rXDOT. �6 TYPICAL �TQFWAJ,K !��ACENT TO Bul( DiUQ ZSMEASUREMENT OF CURB FNU,P SLO ICE 1L. C'N'AlT CD, C TO 11 1�m VIFW NJ.S� AL .A RAMP DETAI _T, UA, ON T Z 0 UI' S 0 SIDEW&K R-P TYPE 4 11TH TYPICAL SCOINNa PLAN 2D�N CONC. FLUME SECTION D TE. OL In z 0 On co -7 111' RAN ­11 ITH _1 I- SOLID Z7_1 A'XW'.' - WHITE STRIPE 4. 0, 10 : .;; �� 4-11— ME�CAD STUD IT IT-1 �LAIE ujz ca Ud z 2z (D z '. . I_ RE : �AT _—z _T Ll �_mw z o E� c) DO IOLI DUN" PLATE 'cD," ITH 2-31-3- 'D'2 SECTJO�,,MONOLITHIQ LU < z TYPICAL CURB TYPICIL S-1 SECTION tOlACCIT TO CINI - WIDTH ­­ STAINLESS STEEL 8CLTC. COUNTERSINK BOLT HEADS I TAIL I T 'LATE' TYPICAL PARKING � z < _lE STRIPING DETAIL N.T.S. Wl— -NICS' =3 BARS o 18" C-C EW CID, I .—ND I �T A -A- NN 1-C PRO—T N _y ST OSD CONSTRU��ION JOINT "DO, VARIES 0 �THICK <i STOP CONCRETE O­LGW PILOT CHANNEL DETAIL 1%; WALC DARE.—EID SCALE: N.T.S. T-U CONIC. SIDEWALK CROSSING SECTIO NOTES CONC. WHEEI STO 11 CONCRETE 1­1 PC I-C — IN ­1 N.T.S. SEE I—S FDR FLUNIC WIDTH - � � r � . — � — 1. ­­ K��W��L JOINT SAW ED CONTRAC JOINT �i �� ��ION C _W1.91- H., 7 . TYPICAL GRADING AT PrDESTRIAN DOOR C 7, 'T­ SHE C2.3� --------------- ---------- --------- - A D --- -- ------------ --- -- -- ------- -- ---------- --- --- - ------------- -2�) �--E— 4 -I- ..................................................................... . . . ........... A,! 7- ......... "ON. ANNANFNIE ... ... I—, OP, I F, 10W-711, -0' OR INLET TOP a -8. 111- Sw. iN', ..E. E N, 1" IN' Fl, ",.I 9 FLEMISH AMR INSTALL 'Er A 1I'll: FEE STERNA DRAIN PIPE , L" A !!P, F. N A OR E 20 L.F. G' HOPE STOTM -,I, A,' IE.R ar 'w kpE L 112- Ei.1,111 IT -NO I-, TO CANOPY DRAINS IN C-1 DRANI NOFLOC, LA P I I DL OR ............... = t MORE i,..P"E TI 11" A:AP _ 1 .1 , A A= � I I - O-T TO CAROPI DRAINI I' F- tP FURN." ALL 9 AD.PEl -AL AD .111L 1- L" L.Rl- F�- .L TIRE .-TE ENDA TOM I NRE TOM j'I '11AV-7 k"D"ll. SOLID L.1 E L PI STORM DRAIN PIPE REEM& DRAIN !"12P.-S IE A 1178 FILTER FABRIC MR.- -.0A.- - AI- I-. A, IF - F- OF 1-1 =='A. '-IM." - A, A.". ON .1 11 IH D 11;i OR WAR N. I't I L.F. " ST. At. X I _ E FORMECI TO 11MOPI DRAIN 12- FL.- Tt_9 F07M-Ag INSTALL COND SURFACE TOP OF GNPIEL 12- I.TINED EMADE In Z 0 Cl S 1* DRATE 1-1 "..S. ljN.PlPElD E IT- 1--1 - -' I. 'A"" -N'N 79 CL 0 z FA4�111"E- NO' 17NUSM AMR IC IT TO CAROPI DO' 1 LNA- 1. .1 FILTER z c 0 ca ED. �700 FADNIC 71 - 21 1.1. 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AID INSTALL 20 L.F. 0' MORE STOOD DRAIN PIPE - CONNECT I 1111 IRA IN D I', SMALL AREA ERIIN FMMMISN AID INSTAL T T IF 1*11, NO 1, 15"DIA. MAPS AN -I Al SZLL" AE"A D DO! 7 NOTE: ITIANI gl.!I" 11 I-T SMALL DE ElTOC EA,, FOR S-TANI AND ITER. SEMENI. CONTRACTOR TO 0 1 E ADAPTERS AS 'OIST' T OR [Rl.URED Ill TIPERDVRADNA E TO PLUMBING I IS ROM L IR COMING FROM BUI DING EF MEP) 4 SCHOOL PROPERTY TO BE (PRIVATE). I R W (L GRAND DRIVE) .0 E TO BE PUBLIC ROOF DOWNSP DETAIL "A" DRAIN LINE CONNECTION DUN N. T. S. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHE 2.40 LC - D EST 0 No OUTFALL IE A FURNISH 'Nll,,IlllTAII JC.ICRETI HE "ALL 0 G 709.73 RIP -RAP 7�, STA. O�21.63 FUR I OgMtOOOVZ�OVLOZ 'ON OOC NOTES: Sli�AdO�Jd NV_I�JVH 11 ONE LANENDF,T AFFIC MUST REMAIN 2 FL. ISTA. 0�0.00 END OPEN DURI G 0 STRUCTIO 0 STA. 0.37.96 END N STA. 0+07.00 BEGIN 66S Od 'ZSL 10� PIPING WIT IN R.O.W . SMALL BE S T EXISTING 30"DIA. IN3 1018 STORM DRAIN LINE B 21 ALL TR C.M P. T BE REMOVEDI_ CONITR G:,CURB INLET RCP ORM DRAIN LINE E . ALL PIPING ON PRIVATE PROPERTY 'S C, 0 S:071 SMALL BE PRIVATE. E CO UC THTYPE 8 - - - - [STORM DRAIN LINE A U,B FUCT CON I T RB a 8 0 R5. 715.25 CU 0 TE EADWALL -__------[CONSTRUCT STD 10' C I Ill 1:: 1 - - - - - - FL.- 709.76 Top OF CU 4. 8 CRE FL- 712.40 YOAD-4�22- — FL.- 71 3 5 fAPPARFNlT-40'--R-.,9--W_�_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- -- - 7T - - - - - - - - - - - - - FU ISM AND INSTALL .......................... . ................................ 'N - - - - - - - - - 41 S.F. BONDED ROCK RIF-RAF F�U�,INI H AN. I ITAL ST S BOND, L D K STORM DRAIN LINE A CONSTRUCT SLOP N A C H .0 STRUCT SLOPING EADWAILL ON�RETE.HEADWALL cl) 0 - - - - - - - - - - - Z 0 co STA 1 +20.75 FL. 712 0 - - - - - - - - - - 0 CO TRUCT 0 TENTI ON POND a- LU OUTFALL STRUCTURE 5 A. 1+ 7.51 15 DETENTION POND,O TFALL < EE DETEN I N POND PLAN) CONSTR CT SLOP N z co FL t 0 EUE co GO N' 7';',S C 1-1-T771fl FL:lOU %215 FONCR T HEADW L LD Lu 0 L.. LU _j T 710.25 IL ac Luz z u z z < < (.3 z LU 0 -1 < z LU ----------- < ----------- -------- LIT z OE z 0 < 7 - - - - - - - - - - - j+,ST0RM. bRAIN. I 4NIE A .. . .... ...... . .. ... (PUBLI( NE) (PU �LIC LIN�) (PUBLIC LIN=) (PUBLIC LINE) N ...... .. . .... . . .... . .. . . ..... . . ...... Rm 0 6'.. - 26 C S F . �t/ .... . .... .... . . .. I .. .... .... 01,00 -.7.4,CFS . ... .. D1OO,-.l.?�R.cFSl.. 1 6, PIT_. SF, �,9,0153,,,FT/Fr+ SF , 0, 0010 lTi, r s w c:d 'T' SF (.00ST FT/ T la R P 4 FPS 8 9. S V . m 4.2 FPS 4 � FPS 0 3. 7 _us. ....... 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N '.., E N'TRUCT SLOP' NG STA. 1100.45 CONSTRUCT ITI. 11' CURB I N + ----- - -- -- 'm T FRET� HEAD- L A. O+GO.00 BEGIN L. 713.21 IT11M 11AIN LIKE I FSONCRETE ST FURNISH AN 0 M DRAIN LINE D D INSTALL 1"00 FURNIS%AN? INSTALL L.F. 24" DIA. STA. tS8.44 ST R bRAIN LINE D M CONSTRU T SLOPING C 3 1815WYE RCP STORM DRAIN 1 0 STRUCT TYPE B C D FUR I I A D INSTALL C HEADWALL 95 . . 8 HOED ROCK 3V FL . 714 .55 RI P R P 18 FL- 7 .06 T P OF CURB.- 719.15 30 FL.- 715.06 24" FL— 716.10 CONCRETE HEADWALL 18" FL.- 715.57 '0 — - - - - - -- - L FURNISH AND INSTALL, 143 L.F. 8- DI A . PV DRAIN LINE - - - - - - - - - - -- - - - - - - - - CONNECT TO ARTIFICIAL TURF DRA, N - - . . . . . . . 11 _j I L IN TALL FURNISH AND INSTALL INOTE: ARL ON�IIT P P. Y T DNISH,AN 12u S.F BONDED ROCK' STA. 1+93.13 70 S.F. 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Z I z L 2 9 F5 0+00 1+00 2+00 0+00 1+00 � O� 9 6 Go -, LU Z 0 0 = LU a. 0 0-- co z Co co LU 0 3; a: o ;�, -,L =) z cr Lu z Z z cl) Z < Z Z 0 Lu C-) LU z != z 0 co < I- (1) C2.43 ""A CC,.'SA ..0 REMAINDER OF TRACT 1-12-9 92 ACRES REMABIDER OF TRACT 1-129.92 ACRES D ANNA TOWN CENTER NO 4/SHRP, LTD ANNA TOWN CENTELmbNNk)CT4T6ItkFS4W DOC C C.T DOC NO 2004-38965 D.R.C.0 T. C . ............ - r'. --------- --------- ----- ----- 'o FGU C, ACRES 1—T REM AZD'E'R' TRA C T 1-129 92 ACRES z S TREE T _flAWE DGICA— CONNECT TO EXISTING a ' DIA. WATER LINE ANNA TOWN CENTER NO, 4/SHRR, LTD OR - -- ------ -------------- ------------ -- ----- -------------- ----- -- ------------ DOC NO. 2004-38965 .... .......... ----------- ---- :-= DR C.C.T FURNISH AND INSTALL - - ------- -- -- I : 8:.4',M TEE ----------------- FURNI. AND INSTALL 4 G ITH -,'h 'A A NO �G A1111 AT S—. L.I. WATER - ---------- --- - ------------ G VC CG w.11 6K'. i.", R T .1/2 A'! C.N.N- (C . I F. FE E""E "'" I" EIEl - - - AND V.ULT - 20" -11: 1111 LOT 9 FURNISH AND INSTALL I :IF 1 R-I'ATE'llELVE ITH ,E I" DATE LVE WITH BDI DATE VALIE IT. B.. C L G�A "'ETS' RE I FIRE NIDFANT WIN INI INSTILL TEE ALF IT. BOX L F.PHIl. A�I.JINR�T.ALL 8: G ING — aE.D �E IC Wi ETE R E T. . CHE I AND VAULT - - - - - - - FURNISH AND INSTALL - - - - - - - - - - - - E.G WITH .—N— CNIT1111 11 111LIT111 P.. _CD PH GL.' IS FWIIINT�Ll� I z G 'LIE WITH 801 CA TE V I FIRE 81DR ANT INT T. AN, ON 0 IL ['I E '"N R' IN All. F CON-T -R—Al 0 EL z (n >- U, cc Do IIIL!.T IN, I _L IF WD < -Lu LZl Z rU�"�llfl All 11TELl C5 N__ , TE I'. P. mZ C/3 LL, z Z < < Co DATE VAL WITH A H ETER BOX —Ct -j ul CLATER —E.—T lHALL BE C—C , ��I�E_ —El LINCI. C) < 0 z 11 1,11FIl T,— I I! DAi, G ,I EWER F E uj z t: z C 1.&?'DL-' WATER PIPE �'ES'T �R V.TATD. 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PVC S WE] -IPE G.2". 710 K 2 PIPE 0 0.25% SOR-35 P�c S WER F "'.. 4-25.7.- ....... .... . .. . . .... �XATEi IR ....... ........... ...... .... .... (PREY TEA . ..... . .... SEWER HfDRAULICS:l ...... OCAP.; -.7-99. GPM, .. ...... 7M V 700 3 5 FU R Sik�lll` R SEWEN 'T SANU'.' 'TARJr, SEWER -I�NE., ... ........ ...... 14 7 7 .. . . ....... 7 15. �: 3; 1. � = I n : �: A, SHE 3 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 -00 11+00 124-00 C2.51 DO Mj 717.00 TOP OF PIPE= 7-6 1 FIRE HYDRANT As I 6� G6ATE VALVE WITH 80 1 FIRE HYDRANT ASSEMRIY R. C. C. T. 0 Lu o+oo `+vo u+ov x+oo 730 ovt 720 vo ^+oo o+vo o+oo Ulj STA. 9-20.82 FUR ISH AND INSTALL STA. 15+33.19 7 .8- M TEE - N) AND INSTALL I:q M 112�::'GATE'VALV WITH BOX 1 2 12" J TEE AL ITH BOX j;' j� G�TE VALV,1,�.T. BOX 1 a ATE VE W TOP OF UP 7 0.39 J RED R VALVE WITH BOX ;TE PL U + TOP OF PIPE- GO4.14 m 9 - ------------------------ ------ --------- 3 Lu ._A z - - - - - - - - - - - LU - - - - - - - - - - - - - - - - - - - - - Z VZY f? 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THE 5ILT 5HAL Be REMOVED MD Darosm or PROPERLY. 5. MENTHEWEOCOMFLEMY5T�11=,�EDEMM AND�UMURA=51LT51�51!M�ANDDMFOSM D? IN AN ArFRO� MANNEK G� Pl=5CRM5HDULD 5E U51!D�01=,DAM5 FOP, CONCDMTrDnOW DAPZNGrINTtNDMFORUWfN E if PMMffM rRDT=RON. C2.7 IMPACT FEE CREDIT APPLICATION 1. Legal corporate or business name of the Developer/owner: Anna independent School District Name and title of the person with authority to execute the Impact Fee Credit Agreement on behalf of the Developer/Owner: Dr. Brad Duncan, Executive Director 2. Name of Development: Judith Harlow Elementary Attach as ""Exhibit A-" a legal description of the property or new development for which the Impactfee credit would be applicable. 3. Capital Improvement facilities for which impact fee credits are claimed: Leonard Drive Improvements along Judith Harlow Elementary to Shari) Street Attach as "Exhibit B" schematic design or construction plans of the Capital Improvement facifitlesfor which impactfee credits are claimed. 4. Estimated Construction Cost, with respect to the engineering, design, and construction of the of the Capital Improvement facilities for which impact fee credits are claimed. $662,711 Attach as "Exhibit C" on opinion of probable cost prepared by a Texas Professional Engineer of the Capital Improvementfacifides that will be constructed andfor which impactfee credits are claimed City Inspection fees, and contingency estimates shall NOT be Included In the opinion of probable cost. Signature of ApplIcant IMPACT FEE CREDIT APPLICATION Date