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HomeMy WebLinkAboutC2019-652 - 12/5/2019 - NA AMENDMENT OF DEFERMENT AGREEMENT This is an amendment to the Deferment Agreement for Park PID UNIT 1 attached hereto as Exhibit A and made a part hereof, originally dated June 11, 2019, by and between: IDV Park PID, LP and the City of Corpus Christi. The Parties agree to extend the Original Deferment Agreement for an additional period, which will begin immediately upon the expiration of the original time period and will end on June 11, 2020. NOW, THEREFORE, in consideration of the mutual covenants herein, the Parties agree to amend Deferment Agreement for Park PID Unit 1 as follows: 26. This Agreement is to be executed in one original document. This Agreement becomes effective and is binding upon and inures to the benefit of the City and Developer and their successors and assigns from and after the date the Agreement has been executed by all signatories. This Agreement terminates June 11, 2020. All other terms and conditions of the original agreement remain effective and in full force. EXECUTED IN ONE ORIGINAL and made effective this Jr day of 1J6)CPrYI , 2019. IDV Park PID, LP oth Harrington. anager STATE OF e'La5 COUNTY OF Int 1 I t S § This instrument was acknowledged before me on 1 .PCPm)3 er 5 ,2019 ,by Timothy Harrington, Manager, IDV Park PID, LP, a Texas Limited Partnership, on behalf of said entity. """"',., KELLY RODGERS �s_ // p , Notary Public. State of Texas t Comm. Expires 02.23-2020 4 . /-.� ._At L'_ ,,,;,,,,, Notary ID 11851178 Notary P .� s Signatu'e 1 SCANNED CITY 0 "s RPUS CHRISTI hill., Av'a mold III Director, 'aevelopment Services APPROVED AS TO FORM: 4'ti4, � i -l0-1 1 Buck Brice (date) Assistant City Attorney for the City Attorney 2 DEFERMENT AGREEMENT STATE OF TEXAS § COUNTY OF NUECES § This Deferment Agreement ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipality, and IDV PARK PID, LP ("Developer"), a Texas Limited Partnership, in order to defer the completion of certain required public improvements prior to recording the final plat of PARK PID UNIT 1 (the "Plat"). A copy of the Plat is attached and incorporated by reference into this Agreement as Exhibit 1. The owners of the affected real property subject to the Plat and benefitted by this Agreement, to wit: IDV Park PID, LP, seek to have the Developer, acting as agent on the owners' behalf, enter into this Agreement with the City to defer construction of the required public improvements. WHEREAS, the Developer is obligated under Section 8.1.10 of the Unified Development Code ("UDC") to construct not less than seventy-five percent (75%) of the required public improvements before the final Plat is endorsed by the City's City Engineer or Development Services Engineer, as applicable ("City Engineer"); WHEREAS, the Developer is seeking to delay the construction of the required public improvements ("Deferred Improvements") shown in Exhibit 2, which exhibit is attached and incorporated by reference into this Agreement, and to have the Plat filed immediately with the County Clerk of Nueces County, Texas; WHEREAS, in order to have the Plat filed prior to completion of the Deferred Improvements, the Developer agrees to deposit with the City a form of pre-approved financial security authorized by Section 3.30.1 of the UDC in the amount of Eighty Thousand Twenty-Five Dollars and Zero Cents ($80,025.00), representing 110% of the estimated cost of constructing the Deferred Improvements as shown in the cost estimate, which cost estimate is attached and incorporated by reference into this Agreement as Exhibit 3; WHEREAS, water and sewer service are available to serve the subdivision, and the Developer has completed all other subdivision requirements, park dedications, park deferment agreements, maintenance agreements, and all special covenants; WHEREAS, the Assistant City Manager and City Attorney have both approved this transaction; and WHEREAS, the Developer is entering into this Agreement pursuant to Section 8.1.10 of the UDC in order to defer construction and record the final Plat. Standard Form Deferment Agreement 3/2013 Page 1 of 8 NOW, THEREFORE, for the consideration set forth in this Agreement, the City and Developer agree as follows: 1. The preamble to this Agreement is included as substantive content in this instrument and upon which both parties to this Agreement have relied and will continue to rely during the term of this Agreement. 2. In consideration of the Developer's request to enter into this Agreement and the posting of approved financial security, the City agrees to waive the requirement that construction of the Deferred Improvements be at least 75% completed before the final Plat is endorsed by the City Engineer and filed for record with the County Clerk of Nueces County, and City further agrees to allow the Developer to delay construction of the Deferred Improvements up to the expiration of the time period stated in paragraph 26 of this Agreement. 3. As a condition of this Agreement, the Developer agrees to deposit with the City Eighty Thousand Twenty-Five Dollars and Zero Cents ($80,025.00), as a form of financial security authorized in Section 3.30.1 of the UDC, upon execution of this Agreement or before the filing of the Plat. The financial security must provide for 110% of the estimated cost of constructing the required Deferred Improvements, as those costs are shown in Exhibit 3. The Developer acknowledges and specifically agrees that, in the event the financial security required by this Agreement has not been deposited with the City before the filing of the Plat in the official public records of Nueces County, this Agreement is NULL AND VOID WITHOUT ANY NOTICE OR FURTHER ACTION REQUIRED BY EITHER PARTY. 4. If a letter of credit is utilized as financial security under this Agreement, the content of the irrevocable letter of credit must be pre-approved by the City's Director of Financial Services ("Finance Director") and City Attorney, be issued by a banking institution having a local branch office within the State of Texas (Corpus Christi location preferred), be valid for a period of twelve (12) months from the date of issuance or longer, and require, as sole documentation for payment, a statement in writing from the City's Assistant City Manager setting forth (i) the circumstances of default giving rise to the draft or (ii) the Developer's failure to furnish proof of renewal not less than thirty (30) days prior to the expiration of the then current letter of credit [see the paragraph below regarding renewal], and accompanied by a properly drawn draft not to exceed the face value of the letter of credit. 5. If the form of financial security is a letter of credit, the Developer must ensure that the letter of credit is kept valid at all times. The letter of credit must be renewed by the Developer before expiration, and proof of such renewal must be received by the City at least thirty (30) days prior to the expiration of the then current letter of credit. If timely renewal is not received by the City, or cash in lieu thereof is not deposited as financial security with the City, the City may, after ten (10) days Standard Form Deferment Agreement 3/2013 Page 2 of 8 prior written notice to the Developer, call (redeem) the letter of credit for failure to timely renew. If the letter of credit is called for failure to timely renew, the funds will be held in an account as if cash had been posted by the Developer for this Agreement in lieu of the letter of credit. The City shall not be liable for interest on any letter of credit so called nor shall the City be liable to the Developer for the accrual or payment of interest on any type of financial security posted by the Developer pursuant to this Agreement. 6. In accordance with the provisions set out in Section 3.30.1 of the UDC, as it may be amended, the City may accept other types of financial guarantees for deferment agreements subject to the approval of the Finance Director and the City Attorney. In the event the Developer desires to use and the City agrees to accept an alternate form of financial guarantee other than a cash deposit or an irrevocable letter of credit as security for this Agreement, such other security- specific financial guarantee's terms and conditions pertaining to issuance, redemption, restrictions, limitations, and use as made be made subject to this Agreement shall be as further set out in an addendum to this Agreement, which addendum is to be attached to this Agreement and the content incorporated by reference into this Agreement as "Addendum A." The parties agree that, should there be, by the attachment and incorporation of Addendum A to this Agreement, any conflict in the terms, conditions, or requirements stated in this Agreement (including its exhibits) and Addendum A, the provisions of Addendum A take precedence over conflicting terms in the Agreement and its exhibits. All other provisions in the Agreement (and its exhibits) not in conflict with Addendum A control otherwise by agreement of the parties. 7. Unless otherwise stated in this Agreement, any notice required or permitted to be given by either party shall be in writing and must be given by personal delivery, fax, or certified mail, return receipt requested, postage prepaid, and notice is deemed sufficiently given if addressed to the appropriate party at the address shown for the party in the signature block of this Agreement or faxed to the fax phone number shown in the signature block for the party. Any party may, by notice to the other in accordance with the provisions of this paragraph, specify a different address or addressee for notice purposes. 8. Time is of the essence in the performance of this Agreement. 9. Detailed construction drawings must be provided by the Developer and approved by the City's Departments of Development Services and Engineering prior to the start of construction of the Deferred Improvements. 10. The Developer shall construct the Deferred Improvements in accordance with the City's engineering standards in effect at the time of construction and in accordance with the construction drawings approved by the City departments pursuant to the paragraph above. Standard Form Deferment Agreement 3/2013 Page 3 of 8 11. Upon completion of the Deferred Improvements by the Developer as verified by the Assistant City Manager and Director of Development Services and within the time period stated in paragraph 26 of this Agreement, acceptance of the Deferred Improvements by the City Engineer, and compliance by the Developer with the remaining terms of the Agreement, the City Engineer shall: a. Immediately release the Developer from the obligations to construct the Deferred Improvements by mailing a release letter to Developer at the address shown above Developer's signature line in this Agreement. b. Return to the Developer within sixty (60) days of the completion of the construction of the Deferred Improvements and settlement of the actual construction costs, or within sixty (60) days of acceptance of the Deferred Improvements by the City, whichever is later, any balance remaining of all monies received by the City from the Developer. 12. If the Developer has not begun construction of the Deferred Improvements at least thirty (30) days prior to the date stated in paragraph 26 of this Agreement, the Developer agrees that the City, after notice in writing to the Developer, may accelerate payment or performance or require additional financial security when the City deems itself at risk as to the prospect of performance or payment based on a demonstrated reasonable basis. In addition, if the Developer defaults and fails to deposit any increased security after notice and an opportunity to cure, the City may transfer the cash funds received or call (redeem) the letter of credit and transfer the funds (if the financial security provided was in the form of a letter of credit) to the appropriate City account, and the City may begin completion of the construction of the Deferred Improvements. If City constructs all or any part of the required Deferred Improvements, the Developer shall reimburse the City for any additional costs related to completion of the Deferred Improvements within thirty (30) days after the City completes the required Deferred Improvements and invoices the Developer if the funds on account prove inadequate for the City to complete the Deferred Improvements. 13. In accordance with Section 8.1.10.B of the UDC, an increase in financial security from the Developer may be required on an annual basis if the City deems itself, in the sole discretion of the City, insecure as to the prospect of payment or performance on a demonstrated reasonable basis or it reasonably determines that the financial security does not provide for 110% coverage of the estimated construction costs. 14. The City and Developer agree that, if the Developer formally vacates the current Plat with approval of the Planning Commission prior to the deadline for completion of construction of the Deferred Improvements, any money received by the City from the Developer remaining on deposit will be released and immediately returned to the Developer. Standard Form Deferment Agreement 3/2013 Page 4 of 8 15. If Developer defaults in any of its covenants or obligations under this Agreement [excluding failure to timely renew a letter of credit, post additional security, or as may be made applicable by Addendum A, for which the default provisions are separately addressed in this document], the City Engineer shall send written notice to the Developer [(and may send notice to the Developer's project engineer("Project Engineer"), if such address is known by the City] by certified mail, return receipt requested, advising the Developer of the default and giving the Developer thirty (30) days from date of receipt of the notice letter to cure the default. If the Developer fails to cure the default after receipt of notice and opportunity to cure, the City Engineer may transfer any funds received to the appropriate fund of the City in order to complete the Deferred Improvements. In the event there are any funds received by the City from the Developer remaining after the City has completed construction of the Deferred Improvements, the excess funds will be refunded to the Developer within sixty (60) days of the completion of construction of the Deferred Improvements and settlement of the actual construction costs. 16. The City reserves the right not to issue certificates of occupancy for all or any portion of the real property that is the subject of the Plat until the Deferred Improvements are constructed, installed in working order, and accepted by the City Engineer in accordance with the provisions of this Agreement. 17. No party may assign this Agreement or any rights under this Agreement without the prior written approval of the other party and by amendment to this Agreement. 18. By execution of this Agreement, the Developer covenants to construct the Deferred Improvements required by this Agreement, and this covenant shall be a covenant running with the land. The City, at the Developer's expense, shall file for record this Agreement in the official public records of Nueces County. 19. With the exception of Addendum A made applicable pursuant to paragraph 6, no changes or modifications to this Agreement may be made, nor any provisions waived, unless the change or modification is made in writing and signed by persons authorized to sign agreements on behalf of each party. 20. If, for any reason, any section, paragraph, subdivision, clause, provision, phrase, or word of this Agreement or the application thereof to any person or circum- stance is, to any extent, held illegal, invalid, or unenforceable under present or future law or by a final judgment of a court of competent jurisdiction, then the remainder of this Agreement, or the application of said term or provision to persons or circumstances other than those as to which it is held illegal, invalid, or unenforceable, will not be affected thereby, for it is the definite intent of the parties to this Agreement that every section, paragraph, subdivision, clause, provision, phrase, or word of this Agreement be given full force and effect for its purpose. Standard Form Deferment Agreement 3/2013 Page 5 of 8 21. The Developer shall, in compliance with Section 2-349 of the City's Code of Ordinances, complete the City's Disclosure of Interests form, which is attached to this Agreement as Exhibit 4, the contents of which, as a completed form, are incorporated in this Agreement by reference as if fully set out here in its entirety. 22. The Developer shall comply with all federal, State, and local laws, regulations, and rules applicable to performance of this Agreement. 23. This Agreement shall be construed under and in accordance with the laws of the State of Texas, and all obligations of the parties created pursuant to this Agreement are performable in Nueces County, Texas. Venue for all actions arising from or pursuant to this Agreement shall be brought in Nueces County, Texas. 24. Strict performance of the provisions of this Agreement by the Developer is required by the City as a condition of this Agreement. The Developer specifically acknowledges and agrees that failure by the Developer to adhere or comply with any term, condition, or requirement of this Agreement constitutes a default of this Agreement. 25. All signatories to this Agreement warrant and guarantee that they have the authority to act on behalf of the person or entity represented and make this Agreement binding and enforceable by their signature. 26. This Agreement is to be executed in duplicate, each of which constitutes an original document. This Agreement becomes effective and is binding upon and inures to the benefit of the City and Developer and their successors and assigns from and after the date the Agreement has been executed by all signatories. This Agreement terminates 6 months from the date executed by the last party signing this Agreement. r1-1 EXECUTED in one original this I I day of 3-0"1 6- , 2019. CITY OF CORPUS CHRISTI P. O. Box 9277 Corpus Christi, TX 78469-9277 (361) 826-3240 Office (361) 826-44 8 Fax /// Si.na ure Keith Selman Assistant City Manager Standard Form Deferment Agreement 3/2013 Page 6 of 8 APPROVED AS A STANDARD FORM LEGAL DOCUMENT:6//i , 2019. CITY ATTORNEY Signature Buck Brice Assistant City Attorney DEVELOPER IDV PARK PID, LP 10375 Richmond Ave Suite 1415 Houston, Texas 77042 (832) 500-5203 ___/1/4 --- Signature Printed Name: Timothy Harrington Title: Manager STATE OF i -e)(a 5 § COUNTY OF J1rn c) § This instrument was acknowledged before me on -FL( (N� `f , 20 I , by TimothHarrington, IDV Park PID, LP, a Texas Limited Partnership, behalf of said entity. _-�OY PVO,,'... KELLV RUDDERS. *� , ) \t 1 _ .;,,��:.:5 Notary Public.State of Texas 4/ / =2` /'�.:H- Comm.Expires 02.23-2020 Notary Publ• s Signatu .• , V„:,,,,, Notary 10 11851?78 Attached and incorporated by reference into this Agreement: Exhibit 1 - Plat (2 Pages) Exhibit 2 - Required Public Improvements (36 Pages) Exhibit 3- Cost Estimate (1 Page) Exhibit 4- Disclosure of Interests (1 Page) Addendum A- if applicable pursuant to paragraph 6 Standard Form Deferment Agreement 3/2013 Page 7 of 8 UPON RECORDING, PLEASE RETURN ONE ORIGINAL DOCUMENT TO: City of Corpus Christi Department of Development Services Attn: Director 2406 Leopard Street Corpus Christi, TX 78401 Standard Form Deferment Agreement 3/2013 Page 8 of 8 I ap I's pi- ; s z'3 110 FINAL PLAT OF PARK PID UNIT 1 STATE OF TEXAS S TATE OF TEXAS - 1 COUNTY OF COUNTY OF NUECES $ 18.80 ACRES OUT OF A 34.45 ACRE TRACT OUT OF LOTS 1 AND 2.BLOCK Thls plat of Park PID Unit 1,approved by the Department of Development is We,IDV PARK PID,LP,do herebycertifythat we are the owners of the lands 4,J.C.RUSSELL FARM BLOCKS.AS SHOWN ON A MAP RECORDED IN Services of the City of Corpus Christi, Texas, this the day of _a embraced within the boundaries of the foregoing map;easements shown hereon VOLUME 28,PAGES 58-59,MAP RECORDS NUECES COUNTY,TEXAS. 201 31 are hereby dedicated to the public for the Installation,operation and maintenance SAID 34.45 ACRES ALSO BEING DESCRIBED IN DOC , — 3 $4 of public utilities. OFFICIAL PUBLIC RECORDS,NUECES COUNTY,.2017035817TEXAS. "„ §,k; This the day of ,201_ 8 iF Rema Pottumuthu,P.E.,LEER AP ii a BY • Development Services Engineer Donald T.Veep Jr. • • lib IDV Park PID GP,LLC,Governing Member _ -rt AAE - STATE OF TEXAS Z 1Fi. a '- `•-"`�- �� COUNTY OF NUECES O A Timothy C.Harrington - V) IDV Park PID GP,LLC,Governing Member , - This plat of Park PID Unit 1,approved by the Planning Commission on the Z I ! behalf of the City of Corpus Christi, Texas, this the day of Q _:. 'F .201_ T Jarred E.Coulter i,. 1 I i IDV Park PID GP,LLC,Governing Member rc s£ 21,2::21=4:2, r—s ._ I ,ii' _ - Eric Villarreal,P.E. William J.Green,P.E. STATE OF TEXAS Chairman Intenm Secretary COUNTY OF ;"41 • 1 This instrument was acknowledged before me by IDV PARK PID,LP proven toiL me to be the person whose signature Is made on the foregoing instrument of - __ y STATE OF TEXAS writing,and he acknowledged to me that he executed the same for the purpose +..4 COUNTY OF NUECES and considerations therein expressed and in the capacity stated. h Given under my hand and seat of office, this the day of :! -k'ITOd - I,Kara Sands,Clerk of the County Court in and for said Nuaces County,Texas, •201 '..3i x -! • hereby certify that the foregoing map of the plat of Park PID,dated the '‘V I " �i_.J- day of ,201_,with Its certificate of authentication was filed • •y;,-_ • -+- ---- for record in my office this the day of ,201—,at ----7——`�— G' o'clock .M. and duly recorded in Volume , Page NotaryMa ilia - , p Records of Nueces County,Texas My commexpires: - • +1 _ Witness my hand and seal of said Court at office in Corpus Christi,Texas,this .. the day of ,201 r = STATE OF TEXAS COUNTY OF NUECES 8 l.1 O Z Na. uk I.Stacey King Mora,Registered Professional Land Surveyor,hereby certify that •^"MM"r, Kara Sands I— = U this survey map was prepared from an actual on the ground survey made under LOCATION MAP Filed for record County Clerk Q Q w7 J my direction and supervision,and represents the facts found at the time of 1'=2000' Al,,,,,,,,,,,,,,,,o'clock .M. Nueces County,Texas z survey,and that this survey substantially complies with the current standards 201_ J ..... 7. adopted by the Texas Board of Professional Land Surveying. ui Stacey King Mora By.Deputy — N ? Registered Professional Land Surveyor LL Q Texas Registration No.6166 a o u. Hanson Professional Services,Inc. 0 Dale: nP[?GiOO WC D WDEC 1 3 2017 J $ PLANNING COMMISSION 1 S '14*''1 en 2 EXHIBIT 1 FINAL PLAT OF LEGEND N o 60 120 CURVE TABLE §§ a 1- PARK PID UNIT 1 • IRON ROD FOUND W�'• -\E OFPANCOANe o‘xr uv i CUR • OVE LENGTH RADIUS BCHORD 1 CHORD ± I • 18.80 ACRES OUT OFA 34.45 ACRE `'P n'' °"""'TM ERR "T' �9//f 8 i s Cl 23.55'I 15.00' S46'24'14-E 21.21' TRACT OUT OF LOTS 1 AND 2,BLOCK 4, COT CORNER WTI.. J.C.RUSSELL FARM BLOCKS,AS SHOWN 01 BLOCK SYMB0. _____- UDUtt EASEMENT U.E. C2 23.57' 15.00' S43-35 48-W 21.22 •-•-•••••......... - � ON A MAP RECORDED IN VOLUME 28, R MECNON OF PREVA4NNG ---- YARD REQUIREMENT•VR. �yp PAGES 58-59,MAP RECORDS NUECES BREEZE ------- FIRE ACCESS/TEMPORARY TURNAROUND /' \` d "� 2u COUNTY,TEXAS.SAID 34.45 ACRES P"a'"TE DRAINAGE EASEMENr-o=-. CODA NAE QE TAI�Y Ci 11 M0. YAP RECORDS ALSO BEING DESCRIBED IN ----- ROAD CENTERONE O.R. DEED RECORDS /NOT DRAM TO SCALE'� i „�, P BOUNDARY LINE CRENTERUNE OF ' DOC82017035617,OFFICIAL PUBLIC PROPERTY DHT OF WAY ,- N88'36'34'c ` 7R RECORDS,NUECES COUNTY,TEXAS. i 0_e'_' I _ ` \ � I S88°36'34"W 1,341.83' ,,.»N..G»Y�LF...,TLMsr»IN.,,IDLY�LIM__<,_ ,i I111 1 ,8 ` a T N1°23'26"W 333.67' rll 1 iR blt F 85,605 SO FT 85,805 50 FT ¢ ii a Z :_1' 222.778 SO FT = 1.97 ACRES _ 1.97 ACRES i„„ _ .i I' 5.11 ACRES 0 - K _ k M"I 15 z I 1 N. 53.784 SO FT-I SBB'3034'W "o»'an' »o`_'_' �� J --- i Z N AzrAlmveuzurn 1.23 ACRES 58 _ \ *II 6,? 426666614!- 1r vier saNiuueentLAKAT.000.0/110 W C'--dUi----- Eee' lV ..., ,j1401.-..” _ _' �F.Iew,.BEo.�MMrtr,:welE.�_... . I0M.DOODOOMI IT 47Q PRNAIE AC,GE54 EA9EMEF1r � + -C �--aP FrIaJNE B6'B!FHMMftw,kli.�»tBOcui»r w: �j I 2 Ei( --_- x�� t YRMR6RO7m'rawc _-_- " } -'-,t»s»Y w.:.«.n�ul� - _-=_Z_ N E o , =_:_. _ _y._. I».N."..MN.N.025,1.4011 '/ �" =ham TIIIIIMMY N88°36'34"E 77.04' II I V8 1 it ANNYINT N,0,IF IL o r 1413 to 123,782 SQ FT N1°23'26"W 293.67' Ik ¢ c;¢ (n S I 123.782 SQ FT [ 2z w 123,754 50 FT 2.84 ACRES E 2.84 ACRES 2.84 ACRES ,¢ 1I , ..wnCF = _.._.__ N88°36' 1,264.50' - - - BI RV PARK PID UNIT 1 GENERAL NOTES 8. FEMA INFORMATION: I I O Z W PLOTTING THE PROPERTY BY SCALE ON EFFECTIVE FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NO.485484 0165C. MAP REVISED JULY 18,1985,INDICATES THE PROPERTY IS LOCATED IN FLOOD ZONE C(WITH ELEVATION OF 42'NGVD), a 1. TOTAL PLATTED AREA CONTAINS 18.80 ACRES OF LAND INCLUDING PRIVATE STREET. DEFINED AS AREA OF MINIMAL FLOODING;BASE FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS DETERMINED. ...I CI Z 2. ALL BEARINGS ARE GRID BEARINGS BASED ON THE TEXAS COORDINATE SYSTEM FOR THE LAMBERT SOUTH ZONE(NAD 1983). 9. IMPROVEMENTS Q. i:: a N ELEVATIONS ARE BASED ON NAVD 88. 9.1. LOTS: .J E 9.1.1AA. INDUSTRIAL-7 TOTAL LOTS(LOT 1,2,3,12,13,14,15,BLOCK 1,18.80 ACRES) Q = 3. A 5/8'DIAMETER BY 16'LONG IRON ROD WITH RED PLASTIC CAP STAMPED'NAISMITH ENG.C.C.,TX.'WILL BE SET AT ALL PLAT 9.1.1 AB. LOT 15,BLOCK 1 ISA PRIVATE STREET.SHALL BE USED AS A PRIVATE ACCESS AND PRIVATE Z ry O CORNERS.BLOCK CORNERS.LOT CORNERS.POINTS OF CURVATURE.AND POINTS OF TANGENCY.UNLESS OTHERWISE NOTED, UTILITWDRAINAGE EASEMENT. Li "J LL 4. THIS SURVEYOR CANNOT CERTIFY AS TO UN-RECORDED EASEMENTS AND/OR RIGHT-OF-WAY THAT MAY IMPACT THE SUBJECT 10.ALL ROADS WITHIN PRIVATE EASEMENTS WILL BE PRIVATE ACCESS AND PRIVATE UTILITY/DRAINAGE EASEMENTS AND ARE TO QA PROPERTY AND ARE NOT VISIBLE AND APPARENT.CAUTION MUST BE TAKEN WITH PIPELINE MARKERS INDICATING BURIED BE MAINTAINED BY OWNER.THE CITY HAS NO OBLIGATION OR INTENTION TO EVER ACCEPT SUCH STREETS AS PUBLIC 8.t. OU LINES NOT ON RECORD. RIGHT-OF-WAY. ..J. . u 5. THE YARD REQUIREMENT,AS DEPICTED,IS A REQUIREMENT OF THE UNIFIED DEVELOPMENT CODE ANO IS SUBJECT TO 11.THE OWNER AGREES TO RELEASE,INDEMNIFY.DEFEND AND HOLD HARMLESS ANY GOVERNMENTAL ENTITY FOR DAMAGE TO: CHANGE AS THE ZONING MAY CHANGE. A. PRIVATE STREETS REASONABLY USED BY GOVERNMENT VEHICLES 5 n;.: U 5 B. INJURES OR DAMAGES TO OTHER PERSONS.PROPERTIES OR VEHICLES CLAIMED AS A RESULT OF STREET DESIGN OR NS != .. O. NEW CONSTRUCTION INA SPECIAL FLOOD HAZARD AREA.AS DEFINED BY FEMA.MUST HAVE A MINIMUM FIRST FLOOR CONSTRUCTION .-I I N ELEVATION FOR HABITABLE LIVING SPACE AT OR ABOVE THE BASE FLOOD ELEVATION(BFE)PER THE CURRENT APPLICABLE :.Iffy Fro1� A i .. FLOOD INSURANCE RATE MAP(FIRM).OR 18 INCHES ABOVE THE LOWEST ADJACENT TOP OF CURB(OR CROWN OF ROAD IF 12.REPLACEMENT COSTS OF THE PRIVATE SIDEWALK AND OTHER AMENITIES WITHIN A PUBLIC UTILITY EASEMENT SHALL BE THE " ry1f 0 I i UNCURBED),WHICHEVER IS HIGHER. RESPONSIBILITY OF THE OWNER. 1111 , i` - I g 7. RECEIVING WATERS: 13.PRIVATE DRAINAGE EASEMENTS ARE TO BE MAINTAINED BY A PROPERTY OWNERS ASSOCIATION(POA). THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE OSO CREEK.THE TCEO HAS NOT I CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO CREEK,BUT IT IS RECOGNIZED AS AN ENVIRONMENTALLY SENSITIVE 14.THE TEMPORARY TURN-AROUND EASEMENT LOCATED ON LOT 12,BLOCK 1 CANNOT BE OBSTRUCTED UNTIL ITIS VACATED. e AREA.THE OSO CREEK FLOWS DIRECTLY INTO THE OSO BAY.THE TCEO HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE THE TEMPORARY TURN-AROUND EASEMENT GETS VACATED WHEN THE STREET IMPROVEMENTS BEYOND THE SUBDIVISION OSO BAY AS'EXCEPTIONAL'AND'OYSTER WATERS'AND CATEGORIZED THE RECEMNG WATER AS'CONTACT ARE COMPLETED. i • .�E,2 ,p RECREATION'USE. tM 2 CONSTRUCTION DRAWINGS FOR PARK PID PUBLIC IMPROVEMENTS 1 Digitally signed by Ralna S.Poltumulhu, CORPUS CHRISTI, TEXAS -- '-";',,,,T,7"-',„,AA6E°FDR PE,LEED AP NF.vEIfMaIENr sFxvlct_S DN:cn.Ratna S.Pottumuthu.P.E.LEED AP, I`; �' 6•44.414466''''''r..lw,4 o.Ciry of Corpus Christi,ow:Development MARCH 2018 ,. -.4..�..49i4DLK3A3r DUM2Serylce0em3.221455.26.4500' c=US Date:2018.0332 19:55:26-05'00' 1 Sheet List Table LOCATION MAP PROJECT INFORMATION Page Sheet cription COVERSHEET o. LOCATION DESCRIPTION C2.0 GENERAL.NOTES(1 OF 2) IO _111/ o C2.1 GENERAL NOTES(2 OF 2) a -I.:. N THIS PROJECT IS LOCATED IN THE CITY OF CORPUS CHRISTI,NUECES COUNTY,TEXAS. y C3,0 FINAL PLAT Sy •1 e PROJECT DESCRIPTION 04.0 STORM WATER QUALITY MANAGEMENT PLAN .w.I THIS PROJECT CONSISTS OF THE FOLLOWING,BUT NOT LIMITED TO,SITE GRADING.INST ® � .6 7 -a; THIS PROJECT OF PUBLIC GRAVITY SANITARY SEWER PIPE AND APPURTENANCES, C4.1 EXISTING CONDITIONS 2 a I�• �`I. _ INSTALLATION OF PUBLIC WATER PIPE AND APPURTENANCES,PRIVATE PAVING 'G�)�`i:T�•.I•��11 PRIVATE DRAINAGE IMPROVEMENTS,AND ALL OTHER INCIDENTALS DEPICTED IN THESE C5.0 EROSION&POLLUTION CONTROL PLAN 'p •' DRAWINGS C5.1 EROSION&POLLUTION CONTROL DETAILS&NOTES PROJECT VIrape. PROJECT DATUM C6.0 DEMOLITION PLAN LOCATION 14. THE EXISTING CONDITIONS WERE SURVEYED BY HANSON PROFESSIONAL SERVICES INC.ON 07.0 GRADING PLAN(1 OF DATUM NAVD 88.ALL WORK ON THIS PROJECT SWILL BE ON DATUM NAV()88.PROJECT 2) SURVEY CONTROL POINTS WILL BE SET BY HANSON PROFESSIONAL SERVICES INC.AT THE C7.1 GRADING PLAN(2 OF 2) • TIME OF CONSTRUCTION. C7.2 DRAINAGE SWALE CROSS SECTIONS PROJECT NOTIFICATION C8.0 PAVING PLAN .7 BATES STREET C8.1 THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTION DEPARTMENT AND THE ENGINEER C8.1 PAVING DETAILS&NOTES 5 X AT LEAST 3 WORIONG DAYS PRIOR TO COMMENCING CONSTRUCTION. S€ a 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY TO OBTAIN C8'2 TRAFFIC CONTROL PLAN(1 OF 2) PERMITS AND PAY ALL APPLICABLE FEES PRIOR TO COMMENCING CONSTRUCTION. 08.3 TRAFFIC CONTROL PLAN(2 OF 2) 3.RIGHT OF WAY PERMITS ARE REQUIRED PRIOR TO COMMENCING WORK IN PUBLIC RIGHT C9.0 STORM SEWER UTILITY PLAN(1 OF 2) OF WAV OR EASEMENT.THE CONTRACTOR SHALL CONTACT ENGINEERING SEDUCES l* S (TRAFFIC ENGINEERING)TO DETERMINE ALL APPLICABLE REQUIREMENTS(PERMITS, 09.0 STORM SEWER UTILITY PLAN(2 OF 2) win .litPROJECT TRAFFIC CONTROL PLAN.FEES ETC.) C9.2 SANITARY SEWER UTILITY PLAN ,.-.' LOCATION, GENERAL CONTACT INFORMATION C9.3 WATER UTILITY PLAN(1 OF 2) MTF 'tt ,. EMERGENCY:911 C9.4 WATER UTILITY PLAN(2 OF 2) _ .. POLICE(NON-EMERGENCY)-361.8962600 FIRE(NON-EMERGENCY)-381-8263900 C9.5 UTIUTY PROFILES(1 OF 5) E +u ot EMERGENCY MEDICAL SERVICES(EMS)(NONEMERGENCY).pm)8263900 C9.6 UTILITY PROFILES(2 OF 5) 3 CRY OF CORPUS CHRIS, a CRY CALL CENTER-361,262489 09.7 UTIUTY PROFILES(3 OF 5) DEVELOPMENT SERVICES-361426324o C9.8 UTILITY PROFILES(4 OF 5) 3 € lis SEE NOTES ON SHEET 2.1 BEFORE BEGINING THE ENGINEERING-361.826-350° ENVIRONMENTAL PROGRAMS-361,26.4066 GAS DEPARTMENT-361,8,690p (09.9 UTILITY PROFILES SOF 5) A =�._. 12 i^ PARKS AND RECREATION DEPARTMENT-361,263461 C10.0 STORM SEWER STANDARD DETAILS(1 OF 2) V!. . gSOLID WASTE DEPARTMENT-361-826-2489 CONSTRUCTION SHALL COMPLY WITH CITY STORM WATER DEPARTMENT-381,28.2409 OR 24 HOURS 885,942 C10,1 STORM SEWER STANDARD DETAILS(2 OF2 #A8 i STREET DEPARTMENT-MI-826.2489 C10.2 WASTEWATER STANDARD DETAILS(1 OF STANDARDS AND SPECIFICATIONS TRAFFIC ENGINEERING-361.826.2489 OR 24 HOURS-8862600 4) WASTEWATER DEPARTMENT-361,26.2489 OR 24 HOURS-88,6942 C10.3 WASTEWATER STANDARD DETAILS(2 OF 4 N WATER DEPARTMENT-361-8262489 OR 24 HOURS-885-6942 WARRANTY SHALL BE PER UDC SECTION 8.1.6.A, OYMER DEVELOPER C10.4 WASTEWATER STANDARD DETAILS(3 OF 4 IDA PARK PID,LP 010.5 WASTEWATER STANDARD DETAILS(4 OF 4 � AMENDED JAN 2018 BY CITY COUNCIL m ENGINEER 010.8 WATER STANDARD DETAILS(1 OF 4) m i 95 HANSON PROFESSIONAL SERVICES INC. 2 010.7 WATER STANDARD DETAILS(2 OF 4) W "' C10.8 WATER STANDARD DETAILS(3 OF 4) w a ww O 5 G NOTICE 1 C10.9 WATER STANDARD DETAILS(4 OF 4) ! o G iy 3 �orn V�...• , - Tov'o 811 x ek4 "I .,.,'A.N..o.....".4.•...OaN< '*' _ NOTICE G S iMiffini IfuGvvdlBCs below NR WILL BE REQUIRED TO VII AN FIRMLY,F EXCAVATION IN DID SOOT D AY ` � LC1.0 s g _ __Call mbar_ dig ACTIVITY L BE REQPENETRATES.;,°PLN IAT .° .Nx ALTA `HT Or CATION CONSTRUCTION SET NeY ,RUCco PAVEo`ORRESURFACEDIN TH OREM].PERIOD OF FIVE`CS)reins FROM THE DATE 03/05(2018 - , 3% ------- -- ---- orvE 1.wANxo o4YSIMFI xoTCE OF ACCEPTANCECONSTRUCTION ENTITY. DATE: N. 4NEN RA�NOAY.I.IxOTKa EXHIBIT 2 1 , .CONTRACTOR IR TO OTTAN ALL REODRED PLANT S ANT Roe,REWIRED COPIES.4511E At ALL ext.wces mom TO CONNENONO flICAVATIOTTAPC TRENCHING F.LITRaTER,GEDWAT ANO STTIVOTTO. 00.1..HON. 1 ALL EXCAVATION SHALL BE IN ACCOLOANCL NTILI THE 11..14 SAP 61Y NICONN.THAT NA TEEN...SONO ANDIMPLEENTED ST TOR Nome DAR Nos soRs...ECoNTAN ALA NoJscr Noyes ov moncr.RENAREANNTs.ANNA,F.rcoNTANNoTER our 444 mor 3 DE CONTRACTOR NEL SF RFORREn AT ALL INES LAVING CONSTRDCTION TO N..Amr....WATIAN ALL REWIRED CONTROL DEVICES CONTRACTOR MIONFMM TO OM MOM.Myr MM 4.00.44•0 P.FmfMneree Tr RN/OS.......Mill,OF Am.CaMMACTOM 40.00.4.4 .0 ARE INOCATEDvAn.TKE MOVANOS AND ALL REQUIRED DEVICES AA RECAARED SY Ahrf/ERNST L` EXCAVATIONS SHALL NOT RE ISAOE 0.0101NOE.HT wLATHER , OM DM PROJECIT 10 SEAMOMEDDEASLE WON 4.0.MOMOT cora.cr DOCIMMYTI.IMOGI INClUOES ow oor UMITS.7 TO Mt 4 NEE ALSO TEEM.,ENO,.AND PC.if DON CONTR.NOTES MO MAMS.0010.TEM CAMPO.SET. 1 MATER ACCumut ATION A...ANAT....REDING 0....1,1.1 SHAI I OF...APED OUT PRIOR TO OMOINVINO COMETINCOMT MI AS pRoACTOMOMMI.AM0.1.111.4.SPISTOCA DOM.moo DR.444.44 am..40 ALL coin.1.4r40 TO n414 camomor ON MM.. ...Fp trf THE OFTSERR REPRESE,.1.1, OP AMP 1010011EMENTES WON THE C.FRACI 00.61.1404 H.El AI TM ZOLETEMEATSE OREM DMITRACTINT TITIN,CONTROL MD EATS..PEDESTMAN FACILITIES • TRENCH FACAvAT 10,N SHALL NW PRECSDE BACKE..BY MORS THAN 305 FEE. 1 DE co...ACTOR IS ROLL,RES...NILE/13 PROWL.NPLENENT,AND COAPLY.111 A TRAFFIC CONTROL PLAN MEETS.NE R TP TICIIFS.MLL ROT T.,'OPEN.....LNED.'EP AMIN.A.N.P.I.ORS...E........ROT...ENT...E. 1 NEOTARMENTS OF 7m,COADY ON CITY,rm.,?HS OMER.REPRE.NTATIVE,ANO THE MMIMUM.41..WM..TRAPP. ,• IT IR...7 ARE LEFT OPEN,T.,RNLI.DE COvERED AP.APPX.LITATE ANO ADEOMATE.110.0.NELL BE PUGET)70 OMER., .4 root 0.....TTluoTOOTILATEST EDITION,MR...MORN P-Lce.ne ROAD ANOALLADMCENT Rm.tO DIE PROMO,SOL PREVENT ACCESS INTO THE TRENCH ANSA 1 A NINITAN OF UNE OT COPY OF THE LATEMINSIMISMOR FORIDIAOR OM POLLONING.OUT NOT LAVED/0 INST...PROJECT EDE ILI THE PON SHALL CONON PRONSIONS FOR ALL PROJECT PHASES AND PROVIDE SUFFMENT BARRI....MARMICS.MO 1.10.0440 TO SPEN COOTRUCTIONIS IR PROWESS ...MO CIDIDE MOTORISTS A...STRIA,THRODON r.t WORM Mel DEWATEANC ,,, ......,,,....,s....._..., 1 2. OM PLAN.TOSE SoDUITTED TO AND APPROVED.....APPROPRIATE MENDES BEFORE CONSTROCTICA ALCMS THE RoAD TS TO 1 DEWA IFINIO.ACTIVITIES NY BE RIOLARED TO CONRINDCT PORTIONS D.-I.PRokc.1 1.2. MI[CWILTIR.HON DRAY.. commocE, 7 1 7 0E.cootqwciop mi.4 0E NEspoNSELE sop.ALL KE0LARED RERAN,AND.FRosKANANoporALITION cowpox DEVICES TO CCM.. Et. Ai L REoLARLD,Rmos. 1.3. ims ELAN AND THE AppRoVM NOTTFICATI.ARE M.suemirrED V.li.OWNE.REPRESENTATWE F.RECOSOPSEVAINCI THE EFFIDENT PRO MALL INSTALL'Host otwcEs plimil TO LONIENCS....ATE..ACTIEDES IR, ALL NOLAN:mos..STATE,Nen FEDERAL OCOLIMENDS KRAMER MAY TIEFORE coossT N.D.Atom,.ROADIE TO CmARENOE 1,3 THE LOCATION OE DEISEI DEVICES WALL TIE INSTAL AO,APPROVED LOCATIONIN1 BY THE MNNER1 IMINESENTATIVE IN 3. OA NOM.MIN 4110.1ECT WILL 176 MOMMO TOMO MCORDANCE WTI IMCOMEAKT ODDINAINTS MD MIC30.010M TINE T.. IF A.AN Ts Now...No.7HE DRARAINos D notoRD.DIED As A GENERAL...LINE 3. ALL DENNIEN.ACTIVITIES MIALL ES IN ACCORDANCE NTH THE EVECIPICATIONS AND LOCAL.STATE,ARO PEDEN.MOMATIONS ORAY40,04.11101/STRY STA.4.04.ALL POMPTA,ANO.LADTS MO MOMANDITS 2 440 NOOPICATTor.TO THE APWRORED TRAM.CONTROL PLAN 9HALL DE Su.ITIED MALL APPROPRIATE ADENCIEN F.APPROVAL 3, THE coNTRACTOR WILL 04.00 OE ITEOLANTD TO TPST To.STAIROUNC•03DRIAcT TvATERTS,AND'11.NETER PR.THE LIEVANTERVIO 1.1. MILL.IM 0.10.40044 sr44 0 ofnOW OM ACUM ore co...mores..&MU le MOP.Malf FOR FoMmoma A cowl 4140 ODOR 10 RAFTEDENTATToN ACIWITIES FOR MITA COMPOSITE.PRIOR TO CODPAROPEI EFFLUENT I P.4.3.0.FAS NNTRESEN 1E0 w DE CONTRACT 00cLATENTs meclamancos.mom DEC.... 3 DE colONCTOR PALL RE ROLE,REMORA/ALE Fox 4140.0MM.Mm AM.,.'NM.1.4.404c comma.npoocEs AXE IN TM 7• THE CONTRACT.sNAL FURNMN DIE°ANNEAR NEWER.a kW.NTH A CO,M THE TFT1T REPORT LS. 04 DE eVENT INT A RINIOATION,APECIFICADON,DE TAN.NOT E cp,OTHER REORREMENT IA IN CON.1.1N4TH ANON. PROPER PORITION WORKING CVLIEN AND MEET THE SPECIFICATIONS EACN CAN PRIOR TO cOMLIENCINO WORK 4.40 PRIOR TO LEAVE/0 3 2. IF THE,VALERIA DETERMINED TORE OF A CONNONTION TRAT NAY..THE STOROU.0610 EIMIC44.00.IMN THE COW RACTCA RECPA.P.I.SPEOFICATION.DEIM.NOTE,OR ONTIR RECUIPTCYCT0.TIM NOST AMMO!.SDALL OE APPLICMLE UWE. ,Cm THE DAT,AND VERTMIT.AT LEAST ONCE PER DAV.,NONCRKIS DoNE woo..NEEKENos,isosiDAys,ANOPEATHER DAYS ANEL BE RESPORRIBLE E.THE 1711POSAL TN A DANNER TMT IS IR ACCORDADD,MTH TWAT STA TE.ANO MDERAL MOMATIONS DIRECTED.OM mom,.atontsENTATNE . MINTENTLNCE 0,TRAFFIC CONT.,/Rocas n.m.TO OCCUR INDEDATTEL,PATEN NOTICED THAT T.DEVICE ODES NOT NEST THE • WATER RENO.°FNMA EACANATIONS SMALL RE INNOLED IN 111.10.1A MANNER AS TO PREVENT DAMAGE TO ADJACENT PROPERTY IND S. III Ai MN PONT/INT VONE114.40 TS ROT Ci FAR POR MINT IS OEM REPRESENTED VAN*/DUD.OF ORANNOS IRE GENERAL •RAFIRC CONTROL PLAN ANO SPEOFICAMNS. OTHER NO.DAMAGE CAUSED BY DEMATERINO c•ENADmrs so THE A.M.-PROPERTY...MK.4LL BE RENEW OR . , [MONCTON 9.11, iCCNIACI DE ONER'S REINTERENTATIVE FOR CIARVICATION PRI.TO PROMEDINONOTH CONSTRUCT... S. TIE COORACT.SHALL AMNON NM.PEncsmux spool'.COM.CONSTRUCTION. M.N.Dr THE CONTRACTOR AT THE CONTOACTOWS ECM.PENSE ' 4. TM CONTROCION TS RESPOODLE ION TITTD ATEROF.DION OF NORM.CMIOITIONS NO PROPOSED CONITOON"NEIL PERE.. 4 1.C.110.010A RN,FILL ANY DoEs LEFT NEN EARR,cAOES MO=Name ADAMS°AND REsTo.T.AREA 10 1.RN... MELO YEADARENENTS ARICA TO OCOSTRuCTION IAARCATICM MOOR MOOD.CP ATAT RATER.,ANO STALL=WPC,PRIOR TO CONOTOM4S r.TEIVATER INNITART KAYERILITILITT ROTES 041.1.014.4TERINS,THE WEER/REPRESENTATIVE SPEND COMETIONS Se DEFERENT FROM THE COONCT INMARAENT N. T. DENERm, SMOMP.Armas No.TIE 1310.40,POR DES PROSEC: REAP..MN.CONEIRDC1/011 1 1, HE NASTEWATER oTeLtrY war EIE DESIOREO MCI CONSTROCTEON ACCORD...NON THE TENS CONN...eNWRONIANON 4.1 no:CONMACTOR 104.3.1.MO VERIFY OENCHMAKA EISI CONTROL PONT EL EVATICMSS PRIOR 10 CONNEWSING AA.CORSH1VCDON .. DE CONTRACTOR HELL MAITONN AMON.DRAINOE.ML IMES OURS.COSTRIATION MAL I.MICEOT RMES,THE rm.ACMIVIIIIIMIVE CCOE TIAO,OTATMER 717.5,0 MD 70.710170.3$TAC CHAPTER DI. 44 THE DeanTRAL CUMIRACIOR MM.NOWT'I.7.444E4RAMEMAIELY.PT MOO.OF MU DISCREPAKCIES 00 OTASNINS TOO, 7 DIE 0.114ADICA am.MONDE INIMON DILDNACE ITV DEANS OP PUY.MO TEDROW...C.0MS MIRINOCONTSTIC.TION AS M.A.HAPIER o AND THE MLA...GT...TARE NO SPECIFICATION,4.DIM..3.1Em 1:1- TOPOONAPmc MomATION MR.liip Dommos ODOURED TO NONTAIN AVYMI.TORMED MTE FREE OP SIMON.NEATER ANON..sOFTENITOOMLIL LIME.OTTIERVASE NUICATED Ts. ALL GONTRACTORS PERFoRNOTO ANY VITT,.0AN muST BP PROVIDED v.ti COMES OF T.MSTENAVER 11111,10TORAPANDMT 4 3 CONMIC 1 S NOSING OM MUCK OF COC611.....AND vERNICATION SOLL OE THE RESPONEMILIMMO AT THE SOLE EXPENSE OF TIT DE OWE.NPRESENTAINE, TA ALL WON NM.OE VENNEU BY I.COOIMC10.1 MO P.13 ALL TERING REDMRENETOR.OR TO EUGENE..OP AN,TAMACE >I -I- ,..r CONTRACT. 1 ONNAM FROM ADIACENT PROPEADER SHALL NOT BE NM-MI.MMOve.Mgt.ORIN,ANDAFTER CONSTRUCT,.ARO NALL OE C 1 firEmts 6 DR CoNMAcroll IS RESPONSES.E TOR sENONO ALL NEDEAMITOTcONSTRDOTION HERTA.ADO CLENUANDE S PRI.To CONNER.. TIMM 70 TM SHOO.ON.DRAWN..AS'ROUTED Of THE CANNERS REPREMIDADVE • OM mATEN 1=1 E- COKIITAVVPON N.A.,FE E SIMSOCIATE0 ANTI.HE PERMIT WELL 11E NODDED MIEN DE MO ITEME REOUTRING".3'..., 7.1.. ALL WILM.4,5 ANOCONSTRTXTTON MIST DEN ACCORDANCE PAD.THE TEAW.5 CONNESSIM ON ENVPIONAINTAL OWE.,frCEM 1. • DR 1...Nt RAC I.SIONL CENT,All CONS/M.110N KINKY 10.1.THE MIMS OF COMINUCTOON TLOC,AS INDICATED.ENN INF EACESADolounom..no SALMADED HATERIALS TRIM AMAINISTRATIVE CCOE DAC)S31/0),ANO THE se ORA...DE DM,AND SPECIFICATIONS FOR 11.PROJECT ONNINDS RN.I....DOT MST LIMITED TO ANNIE TACILITIES,S I ACTING AN.S,SICOUNLES.ECUTIMEht,ETC.Um L.OMR T TIM PROMCT AMA S.A.AT ALL Imes BF KENT IRE E Of CERAM ARO OILERS MATERIAL TO THE SATISPACTION CP 1.OVNELYS ”. MA MV/Va Plifts.10 70,gs Now if f ET THE stoupts4ENTsw 3s TAC,53.53.1 40040.0 F14.4 Dit OWN.S ITCHRENIENTAITNE.M.N. NWERENTAINf. . LS. OVNITY MNACE LINES RIM.RE...ROST RAVE AN SON OP M OR LPS.S.AND mil.PLO-T.MIN OPECIFICATIONS MO DDT. ig AR T 4LL CmANTITIES TOLICATI IT WT..D.E.A....RE APPITOADIATE MM EMI MEMENCE v1..1 MT DATERIALO REOARED TO 2. EULESS..DEMOLITION NATERIALS MECO ARE NOT D.. OT.PROTECT SHALL(*CONE THE MODEM.OF THE CONTRACTOR, €3 30,14$'.TS INDINTER3 CU.,no.. 11 .0,2,71.1.F47,)077 A PRESSURE WINO.AT TEAS,Ma POMO.333 30.333 MN .3. CORETNICT THE NROECT WY ITE INDICATED MO TT MILL RE TIE RESPONSE...,Of TM coermwcT.TO ANCLUM ALL MATERIALS LINERT T.ONNEESREPRESENTATI.STATFROITERNMSE 11.3 AND A.,R1reamicER locoNSTROCT TDIENCLIEGI mAt INT,ANON.ENE4 a M.O..,A.EXCERS..GEROLD'.N.M..M..BE T.VSLE TERPMENILITY OF T.CORTN.T.N.MEM BE 14. 33.044LMES SMALL RE INSTALLED.THE GRADES MO fLOPEs INDIDATED ON ME ORMAN...NOT LEA THAN T TIE 1411.0.• 4 •NELNANCE of co...RCN YELL RE SOESARED AHD GOORDINATED.1.4 Is,00.1.3 RPARF,ENTATIVE PRICE TO DIR..,m AN hosoampecE Nom LOCAL_so/E,AND FEDERAL REGLNATIONE ELOPES NOR GREATER THAN DM MAYON/COPES ESTABOSTIED BY D.'SIAS COMMON.ON ENSTROMENTAL CMS..OCEDI• couo...cEuctit OF CONSTRuCTI..../....ES TO TIE SE.EMOE.TA,I RE coumsamEow.THE OWNET.2 REPRESENTATIVE. 4. DENOLITION 14.I. r TOE•MEMO SLOPE ITI O....NAUMAN MOPE 0 12.3.1. f ME CONTRACTCW STLNL PRESERVE ALL CONSTRUCTIOMIMMS.uAINTS..C.UN,F.THER USE OF THE STAPES MARI.ETC.ARE NOT AI .140.11304 Of Earsn.1161.1Virerna....OE PEP[010.13 M.D.CONTRACTOR DV 3..0.1ril.AT 1,4f POPONNERE THE 2.4.2 IP LEM•10104147 SLOPE TS 0.31.,DMINUAI SLOPE LS sum NEEDED NMI.THAT COPEITN.TION STAKER NNE,ETC ARE to.REPLASED DuE To WING DAMAGED DESTROYEO. n EAT is To RENA!,µREAR DT HEE..NocATE0 Hy.orNE.RRERRERENTANNE 14.1 Dr LINE•DIMMILIN SLORE IS tn...Knamouu ucv,V•n5A RENOVETI AFTER PLAcENENT ITC Cori TRACTOR VALL BE PEDRO..E TON ALL coa'S AD.00IATETI TOTH REPLACEMENT. 4,1,1 CuTs R.,SE VERTICAL NO TOA CEPTH TNT.L AL COW THE PORT..TO BE REMOVED ANDIO/T ENAMOINO ANY PORTION IAA. TT LINE.SOMEINA SLOPE IS LOON.10.64.4 mOTTE LS CNN TO PEATAM IS, SEEARATION MO CLEMANCES I VIGATIONANOMEDICTIMISE SPAM.DITLITMA,4T3.30NIE3.4$C933 40.404.Ma DOTER 114,110.6.100 •?. OENOTTIONIPOLL PE CORPLETED IN A MANNER THAT ANL NW-DANCE DIE P4,/10.THAT VAAL RERAN MD SHALI.LIE ODNE IN A It.. OSPERAL/MODES PODIRSE MELCCADOSCP4031.3 ABOVE.0.0 4.044 1...4.404.40 I-A.4,.4 s,rox INES.Cu FOES ROADS.0 OMNI •464444 THAT EL cofcssr ENT NAT.,NgRAATF,ATAAEAN.A. 2A.I.A PARALLEL•SEE TIC.REPARADON YALL RE A MINAPI OF TWOSEET L3.1 KT..ODIN.DIAMETERS ANOT.RIZONIAL MNICTIMIENTS AMON ENE CA.410,07 ARE AmmommIE m DOT.T.07.040,4,mo man.,(.4130.5.40.1.411.44.0 4.11 LIANADE To ANy poRn.NMI'a TOREMANSPELL BE REPUCED OR REPAIRED To A 00 OR SEVER C.O..CT'. ESPERIATI.S.1.t NE A pm.,OF FOLIRREET ff.I REINEEN OUTSTOE DIALAETERA....C.OTNENNISE INCEMT ED Mae E AMCMFM OM..arxmorateoto.o.arn,r.rs ST,P,CTLWES OTC.,No..F.0.44.4.414FJOL MOM.. [O./TRACTOR.NO ExpENRE TO THE PROJECT /S1.S. CAOSONO.VERT.AL sEPAR.I.ANAL I.NE A M.A.OF(...MS Da EINEM WOOF DMIKTEAS ANO DAVE CMENT a AIM..TO 441 DIE ANT SE YMCA FED ON DE......7 or 4 0440.0441 04 FriomEmi.µ.riOr De 0 eV...Pon 4 a D..OPINA I TONS AM/NOTIFY THE ONNEF.IREINSEILENTATIVE NIMEMATELY If AMAGER,W.PROVERENTS APPEAR 10 OE STARILIZED RAND Ls ACED NEW LN AND TwpFES(30RENO.WEI, De ACcon.C.CMCCOMMEmoss of Mr I.........1.ani,04 ccoormcrog S."M.M.44.44100,45MOM 7 NIMNOMED 1.31 OPIEN.MITITs FOR ROM..ANOCMCAMO ALI DROMMONSIATION FOR THE DVEM14.40 M.TaC Drer THEMORAND I66.6.00 AM 0.6.... 44. AM...CD TIP.STEEL PROT A TORCH TS NOT PERO TTED TOL ESSAPPROMD 0,T.MOMS REPRESENT ATNE 2.4.2k ANEHE wA AL..S AND NON SLWAci:LINES/RE/RIVALLED...IA SEPARATION DISTANCE ELOPER Mout N.M.0 111E. MEMO,0..4.3 MO I O.E MOW MECO.OP AIL IV N..NEL St CONNKEND AS N.C..INCLINED EN PM 44 NE CONING,.SNAIL TA,NECESSARY PRECALISIONS ANO.THCOR TO PREvENT THE SPREAD OF Dun Ap0.00 OTHER DEBRIS RATE.INFR crsoNLANG sEvAALL L THEE ANTE...ES PAIOLLELNO BERACE LINES OR wATENLTNES.0 To SENN. “AFTRACENSCE ERMA EWEN,.OCCoPTED AREA 3 OF ADEGENT solo..oR FR.DANLAMMIERMITNO limo/THAT ARE TORENNA Rm..,s,THE f•STALLATION mu:g YEE*THE RECUIR.acfs cr.TAC t,,,,XO,I......I...,.fa.W.1 SL t § T. 114111.fOLE RESPOTISMOIM OP l.CONTRACTC41 70 CONTACT.APPROMMTE PAR.AND INNATE UTILITY 0.1.10ES..ALL 5 MATFALA,ONT ARE MENU,SALVASTRAELE MALL BE PMPERED BY THE CONTRACTOR IN A YAW.TOPREVENS DAMADE NO SHALL RE ..,..rmsrona,lo, IMAMS POSISOLE.PRICA TOOTATENDING CONSTATICTIC.TO DETERMINE UTILITY LC<ATMTIST TNT TM PAO ADACENT TO THE PROJECT STORED AT ALMA...UT DI SIATAELE SO/PM OWNER'S REPPESENTATITTE 2.3.” PARALLEL..JCPOICAL SEPARATTO.N SHALL De A AMENTA,TINoPEET os NETNEEN MIST.OINETENS ANo H.q.,. ROE 4 V WASTE AREAS OR I/ATERLAL SOMME AREAS REAM T NOIA 1MS PRO.,T.CONTRACT,.TS TO FOLLOW ALL LOOM STATE,AND SEPARATION SIN.OE A M.N.30.304(4 MT MAME.OUTSIOE DIANETE'S NTH IN ALL CASES.TIE REARM LANE 1 ME CCNTRACTORTS,SPALL VIDEO TAPE ANDITMOTODAMTML OTOPERTES AND IM0T1700MCNETAENTS THAT TAIU.OE AFFECTED. FED..REDuLATIONS S.N4L BE DELON THE UTILITY CONSTRUCTICW.RUH COPES CE THE INFORMATION RENO RuTHALLE0 TO THE MAE.REPRESENT AINE PINCE TO COMANCINO 1.3.1C. CROSSIND.VER..,MPARATON.DuL BE A TANTODP OF CNE.ECOT TM DEMMET.ODTSIDE MANGDERSAT.MVE CEMENT _g 8gt MNSTINCTERy AA 0.........ocut.v.. ...MED EM.PLAC....E.AND TM-MET 01 S.M.NWT,TOE 100DE TOE 14017 RE 33M4 TIE WATER 2, TN.NONAS Folit.TS RESPONERILE FOR COMNIAND THE i ocATIOTT31 NORISMITAL.,AND VERT.ALLY CV ALL INMEO CASTES. 1 T.msE SHALL BE[LEA.°of ALL TREES.mow,AND ERNI.umEcs 01,./..NOTED M./INELENENNOR CR nalcrEo By THE JTILITY 1 CONNOR PIPES.3.DERGROJNO.FACEITTES.OL4OND DUI NOT LIMITE010"TORN SEWER.SMATAILY EMIR,MT..." OANEMIRMRESENTAINEINACCoRDANCE.1.1,spEcIFical MLR a NONNOLES TEL I vs.,TESSIN..MEE OPT.ETC Iv...ARE wiTHIN AM.I AB/AGENT ICI.MTE 3. THE MTE SNAIL BE CLOSTED OF ALL ELISTP.CONCRETE.PAYER...NAL,FEN..FOUNDATIONS,ETC.AS REQUITED TOPROPERLY 3.1. ALL MAMMAL".3 CONSTRUCT.RUST BE IN ACCORDANCE WON THE TENS CONNISSLON ON FRNOROMAENTAL OVATE*TIMM.T. 4. IN DE EVENT THAT A LOILITYLNE NEEDS/0 NE ADA.DIL.1.LONTRACT OR PALL CODEIDENTS caw RUCTION SO TONT T. OONSTRuCT THE...EDT MODAL,•NORK IN ACCOMTAN,E MIT TI T TTE SPECS ICADONS AND AS POICATED DI T.ORAWIMOS OR. ,MARAOMMETRATME[ME rmo s2,no.v.,..E axwArsos,0111MS AnD SPE...CATIONS FOR TIM INCLECT.• ,e 4:-"'... ALINSTNNT[AN LIE WOE. MCAT.fly THE[AVERS REPRESENTATIVE S. E CONTRACTOEADY.ACODNMHERS amosRNMOE(TC . . DoM!mom,MSIAAAN.1.4110SES COSITTRUCTED OR ROPRILITATED ON MS EROJECT ADJ3 1 PS,L WATCRTIONT MfE OM WE REIN.. 17,..,........7)7. CC..7t7 Musi 0 N.0 USEO eoR FOAM STAMM...liftSMEN THE RACK OF COO. CONNECTCDS ALLOMMOIFT.C.IERENTY.SETTLE.. PART I CHAPTER TA RULE EWEN.MEW..MAROC WORKS ADEMESTRAT1ORTAPAN)UNWORN COLOR COOE,4.VC...T. ROM D.P.AND.0E..s I RIM T.M.WAY T TNE i oliCrtlig,oNE AND cOmPACI ET)ro Aprtv*.DEPTH OF.11141/OESO, 3.2. 44 30 OF THE NAHOLES MUST BE A MEN.M f OURFEET L4 T FoR DEP DLR.Cr TO IT AND et A MOD.DANETM M ACIDAT LOCATION MU...TON OE PAL AROSE 01101.141.10 ONETEROROUNO LITILITIES WHIN ANON:WOW TOT.NORM AREA 2 I. No ADDITIoNAL NATE.,S,LALL HE OJE N.ILASLO OP..Pak mATAING AREAS THAT ME DIST.INED 'TM FEST tsliOR DEPTHS oF 13, \ww..? PRICE TO COIMENIONO CONSTRUCTION VI ALL OEMS PCNIMILE LOCAL NAT,MIAT..STOM SEVER,OAS.ONO TRAFFIC 4, Mt[ART'S,.ISO E DRAMA.KLING sAutir0 04.0 000.44.40.4 F,0 4 4,0,04m 0 40 44.441.THE MERANO ORRDES.MMCATED 3.2 T. THE MANNY.ALST INVE A MINIMUM CLEAR[PORNO OMR,FR DT D.INsI.P.S 11.1.110 MS MO 651. ., OFPAN TUENT 3 MAIL M NCTIMMISOMOUALLY ITO&SLOE LOCATE.OF TATLITIES. mrtm Has oTTATNND 77 I st.A.L BE EcA.OL Els°By THE CoNTRAcroo 4./2. DIME TRATENNONN ANO ODER DE TARS SHONINO COATS LANCE NT,Ls,CoppAISOON S RDLES CONCERT...NORM.AND S. THE DONT RACTCO OREEMTMSTOLE FOR TETE PROTECTION OF ALL EXISTS.AROSE CIRCNNO WROTE.SNOEROROOND FAMITIES. S. FAN 44,040 THE Slaskir.M.wAY.101 LOTS,Eno.OE P.ACED TN ROE/CHM LIL/SAMDCONPACTIED TO MEET T1441.DE AVM,.0.F SEWER 4.10.00F044 NyENTS DE SCRIOE0/N M!AC S3I/55 AL.ins.siss,IN THE SLVIAOE DETARRAIDN THESE ONWHOS STADDfuleas MOMS ROADS.AND mL PROPOSED MpROVENET.6 MM.MO MUATOMIT TO DE PROJECT AREA .ERIS,.v....1AL Cr4 OLE PRIOR TO ANY 13157,11MOICE 3 3 ALL RAMO.ES NTH SENACE LNES WI ERN.GREATER DEN THIN TYSNCHE 3 psl ADD..THE MANHOLE FLOw L THE.1 DP R.N..-° ,. ILI, V ANTEMEME OCCURS TO um CP IDE MORE DENTIONED ITO.DuRSTO CONSTRUCTIOTT,OM CFMTRACTO,V.NE SOLELY S. 07PORACrON S-,u4 L PERFORM RODOTT EMT-Tam:RP I.TF...NO,NOM.ONJUNO.CLITTINO,1.04.0.ETC.,TOMO,AD.:AMIE TO HAVE DROP CONNECTIOUS INST.,0 ON THE rilMTER INCONITTO I T. X IT IMINTONSME POR All CO.S ASSOCS..VAIN TM REPAIR,REPLACEMENT.CD RENE.OP INS DATAADET3 ITEM TO Ei.TAL OR .NT“QUA.I IM CI.SHE TONHIEvE DIE RECTVIREJ GRADES INDICATED NITHIN DIE MM.SET POOR TO ANY OTHER t4 AO RAMOSE FLOW LNE AN...ELEVATIONS SHOVN ON UTE ON.NO3.ARE APPROXIMATE FM 0 FFE FNAL ELEVATIONS OEM fELL R BET?.TN.IMORTMEAL CONDO.WS REQUIRED..DE CANER OF l.DANDEO ITEM IN A MOAN,NVANER PAIR NO CoNSTRucts.m. PERFECT Ire THE 00.1,00,01, OCOTIONAL ONE ADDED TO ITTE COORACT 6.1, IF NATERIA,s Too,HALRED FR00 oic.m.sop/cEs THE ALATERvy R.,eE of LITE ANTE.,coNNAENDON As Town.Ls 3 4 1 RSA ELEV....CAN HAVE moOFT ADJUST.011.110 NACE ARO OCKATED ON DM AD... FOUND CuRREND s..-51TE NA,APPROVED 1.TTTE OMENS REPRESENTATIVE V SEITVIOE LATERAL S I 1 i ORE En SAME(AIII3=Dom 7. FINAL ONDES AS MOS.EDNA INN 11.DRAIMNOS 01.-L BE A.ALVEO PR.R TO FINAL ACCEPTANCE 4.1 PoOL.SEANCE CONNECT ToN5 rF A.RAN SELNACE LT.TO PROPER,L.CLEAROOD L It TS OM RESPONSIMITT OP DIE CONTRACTOD TO DAMENENT•SMEM MOOR./MI TS Pe COMOTTLIANCE 4.4 10 1.0...STATE,AND A GRADES NOT 017DRANSE infaCATE0 SHALL.1.6.FORP Li-vMS OR MOPES BETWEEN POINTS PMERE ELPvATIONS ARP CTN..OTT 4.TT ALL MATERIALS AND coNSTRUCTION DUST DE ST ACOODMV.P.MTN THE IELAS CONADINON co DIONONMENT AL CAmom ! Ill MOEN.SAM.,RETIMATIONS.711 MT MOM..AM MOORS FOR T.VOIDED,OP TM PROJECT mmuEN..1 Novas AN.EALTATIND EWEN mmoss Nov.oFF A.,'cHANoss TN sLopE ITCE01.DE TENS ADIANST NINE CODE OAC11,21110,MO DM DRAMET021,ODIM S.NM NEER'CATIONS FINN I His Pi.r,Tr c T• t TIE CONTRACTOR owl.POST ORNSITE ALL EMENDENCY NAME MAME.FOR I. TIE CONTRACTOR VALI OE PEOTAITED TO LAAT DM mACTONT OF Dust AND WINO TRANSPORTED LIATERN,FROM OCCLANNO.AND OFF •1.3. CONTECTIONS ARE TO BE ST MOOTED AT A MOM.OF AOLIMPEET MT MOM AT LEAST INNOEEE 1 LL,ANA,FNMA+ORIN ;jr;i4 SA POLICE,FIRS.AND.0.4.EISEROIRICES MiE elto.ccr am MANI.ANOAFTER MORS.TiCuRS MVEN 0,GASS A WEEK THRODOHODT THE OVATION Of THE PROTECT 4 I a. ALL CONNECT..NELL DE SO..WINK. . AVM.UTILITY OPERATORS 001(.04 OPERATOR ANTON MOAD.CENT TOT.OIMECT NTS, 7.7 THE 0.1.E)011.&NALL p.m WEER oN THE Ent AND vac wATER,TEmpoRmr.Gov.,m.o./cost CoNTRoL Amp..To LENT •1 4 SHALT HAW A THIRT.,10 NW INTINIONLITA TO DITMTCH NOT,NAANTINN COVER AT THE PAcormr,Litie 44104 Amy , 1 A - .j. pooNTE LTOLITTI WEN.DM(FOVEA..OMILATEO N.M.MI ODUACTENT TO THE PROTECT OTEI THE ANOUNT OP MOT MOON.INNO.ORME ANTEOMS FRON EWE.NE PROJECT.TF MT...MIST°ETATIOELOW WATER UTILITMS DENO DM REMONSOILIMOR 1.00,00.COOR. EA. WNW OPERATOM IFON FACH 01TRAtoll MOON MO MINCE.TO THE Ples.ct MINI Et V WITT IRON 114,PROM.4FT[11.70.Es RECESS.,ME CONTRACTOR TULL SE REO.RED TO TAM ANY..AM MEASuNES SA MAISTEDEMOD MERATONOTION.C.1 OPERATOR MT-IMAM MAC.,10 IND PROTECT MIE, POSS./017010.01.ISM POLLUTICK 6,0604 WADER DAM NOVO. V i 1'iri!I X 1 ENS MNIMAMOR SIALL SE RESPONSIBLE FOR TANN.µL SAIELoYEER AND ONSONTILACTORS PI T.RECON.101 NO A00440CE T. DommAcsos....,.0 Tug ADD.,06.....D.,6 sTD4L.A.,,ANLEAN.AR,,,LospRA,As , µL sT.N sENNEN sHAAL DE As 4.44,40.144.4.4.AND EsA,,.Ns TALLED BED0o,µs,.T3AcµFALB.NAmmioN,DL.TH , OF 1.1111.11 DINIOTIONE ANON TM NEONATE".AND LANANDS.1101APPLY TO DE AKA 44 P.M.THE WEIN.,TAKE PLACE ..2... V TAONDCONTIOACTOMOREMPONIMILE,M1PROM.PRO.L ED.mouDr TTHAENwoRK PROGRESSP ALL SAOFETTEYCTE.X.PO.SURPESR . ANOM IN THE ORAN..INA IMELY DONNED AMEN CONCTIMM ALLOW. 2, ALTL.TRsETNAcIMH MEADcRSE,DREL TRAHILASL.,IN.OTTuS.DTRDyE.sTANNEDALRa,CD.AANNDD.144040,.,A..c.T.UR,ENcSouREsDAcMLIePoE.Ns AA T0IOENsSsuff m NoT LERR THAN sw,m DE 4.44.1.Dorf DEAN,As DETERNINED LW 1p.E.smmomo NiocTos c0.1fAcTros TERT,ARTAI DERNRANsTo MIT7 DEINICITOMDEMESIMIIIMITTIME CONTMC104. 1. DE C.NLACTO.mom.[ONSTRTACT 1. 1 3 FETE To DE LINEOPA S, SSES,ACspE ,LSVAT JO.. ssFED AND AS NOICATED.D.THE 2. THE coNTRAcTER'HALL Now,A NEAL,of L.cLEANALGE AT ETGRAL stwERµwATERLNE cryosmwsS .,- . MIDOONTMACITOO SHALL WON.MI CPURATIONIT Pi A TOMER SUM,THAT TRUCKS ANO OTHER EOLVIIDNI CON.CRPATE ROMP, mum... A. THE CONTRACTORS.,RE RESPONSIBLE FoR pLIGTECHNO NARITA...AND RE ET 0...ANy RACK ELOPE ORNLACEIWSTER THAT a WARD.ANY NEMO ME MAUS STREETS I. NW ATLAMTMENTE TO.LINE,.ORAOES ANO ELEVATIONS MSALL BE APPROVED BY THE OWN."REPRESENTATIVE. mAS.COM DIST.SED AS A RESULT OF/LAS wORrl NI § 1 Toe.,RATER.,ANEN REOLNED.SHALL BE CP SIMILAR NTERML AS TO DE NATUNL COORNINO MATERIAL ON-MTS AND APPROVE. 5 ALL WOES SHALL OE GRADED TO THE PROPOSED ELI,ATTCNS TO ENS,.PROPER DRAMA. 11E. 9 .7 El.. 1141=1.3•10AL RE SOLELY RESPONSELE PCP THE c.o.woloARENENTATIC•1 O.A:0.0104 WE,PRIXIMIA W.. Cf a,I.CIANMSREIMESENTATME a ALL OUTFALLS SHALL BE PROPER...006 LEO ARO...PACT., R 3034 4,EXCEEDS DIE MEOLIMEIRENTR OF Trie OCCUPATIONAL SAFETY A IVA.THAMINSTRATIONTOSHAIANOANTOT.N(COOT NATERIAT 671.OP TREE OF MADE.003.LARGE ROCKS,MGM.MATTER,CONSTRUCTION IAATERLAL TRAMANO OTHER '8 z a EWE,MO r EDP.A1 RENA AIN.THAT F.01.4 40 TRENCH SAFETY. MARC DONANE DATE.. LETOAP MCI, .3( 00 '. ANT L160,00 OPERATIOuS DM.DE NAGE...LEND,TIM LATEST CON EXCAVATION TOO mm.o.,Fax nor CONTRA,.WILL OE MEE,R6.7.1MILF FOR WRIFICATICM Of MATERIAL TVPP AND MANN,ImPOPITO MR TRUCK THE TL.T.' 1-, D.D.D0 um 77,37 ,TTT TuT.P. 'P.M..,''•T rUTPE• 7: ..._.2s MANTA.,SIM F PIMA MOONS.AND LOCAL EORATED.M.NE CONTRACTOR SHELL PROVIDE ANEELAVATION F,AN ' rAmiEllSNI,Y,s.1,1VE SHALT DE PROVIOLO TOP OCTETS 0.0 SIM0VO TDE 7 FN.no4RM,0.40,.CELINE.,RATER. t2Nilgr . ...Y.,Em170.aTTAPP.Tm. CONSTRUCTION SET SEA .0.76 PREPAR•IL of AN LNCINEEN REGISTERED IN ILE NATE OP TNAS PRIOR TONOINNING TRENCHING OPERATIONS DElmeliE0 AND 0DANTITY OF NATEDIAL DELIVERED TRIP 10003 PALL se PROMO.TOE..'.TANNER'S REFRENENTAINE COI ni '...,,,e. ,.....................11.71 em TIE CONTRAak L APP.., w A-co.,FENT MASC..DEFINED O.OSHA MTO MC OE ONDDE AT ALL TIATES NOME NES.VOTER'',AND•s.0../ESTED .2.10.03.72 143...0.10' DATE: 03/05/2018 P TRENCHING.INNORMINCIESCAVAILONS.AnDw,NWONCERE ARE N TRENCHES • LOLCFss ACC ILAISILIAL f Nom GRAM.ACTIVITES SHALL NOT RE REBOvED Mc.THE SITE,yeASER DiR,C7 ED BY DE OeNERII IIMENEMSMEMMENSONIMIMMIS ILIA 1.TO-ATT A T To.wAN S.1ALL IWNCAT E THE PROCEINASS TOW LINO BY r,CON,RACTOR TO comp,ANATH Toy.061M..SLATE RENRESENTATIVE LACE.VALE..NNE OE NCORPORATE00410 THE PROEM OR SIMKPILED INA PAINER TO PTIONOTE FAMINE e C ASOLOCA1 SI OtANFNENTs DRAINAGf NOTICE , '' :.4, . ,-,7' ',.°,° ',.74,',.',T ,==`034 08 0 `"°`°'''00 2 '' '.0'30 '""`"'30 "(04'. ' 0, '...".=:',.'TL°.0 .....,""0 "30 '`7.'''';`::r=''''''''''""T"'"'"-"*."'"`'''''"•"`$`.`"`''' ' 4=772:P.."11.V..r=r1'..T..g.7.' ,Z0P,1i2- 1 ••• SASNOLESOL1OF LNCOMPACTED DEATH,ONLESSINOICATED 0.1.9k ITY THE ONNER3RePRESENTATINE. ,Af,..E.,=•••a OF.DEPCNOND ARO Mow DRouND st41.5 Non is T invoe 8/, ,_,,, INPROVENET.Ts Dur to ACC.,,TS TM,.AND vANDALISTT 7. DC,COMPACTION •.... IT 0 VA I NOT.1,RES.,....ILY Of TrIf OWNER OWNER SRE PRESENTATIVE.OR ENGINEER 10 ENO,.THAT ALLMAN", f t. "BEYOND RIONT.OF.WAY AND MOEN I.N RIOILI.MWAY AREAS TO A DENSITY ANICIIAPPROARIATER THAT §Of ROCTOR THE EMS/04-0 NTIPLAL '.V26".4.71tErT7Ant o,17.TIts,M.,AT:TiAgr.TIcktriV4.4"47.‘7LITI a? 'TT., 'T r I. T-5 ' 2 „I,.D Mout...atm,A160.1 or.”0,4,1:0 II-DR OWNER OWNERS RENPRENTATNE,.ENGINE.ReCOGINES OR EINOTEREDON 5 0.:0-,Tir.'a-„la,,Tr='!,na.,.„---,0,„.„0,,„, &dug - LiNymE coNINT..I.woRK MINOACCCOMMNEDMill BE STOPPED UNTO.THE CONDUCTOR PTIRCAT ES THAT rir MM.AN UNSAFE 71 tersEYOU'''l TraatE17.0V.a."17NOs'TNI7Tri UrETHE'T'.0P.",NA'''',APEOS."7•0"'ACTIMIMMA.77,40T LESS THAN 4.4 STMEMPO PA/OPTIMUM 0 NIL TIM)OR RI CT.TES THE MIL/MIMI Al NO EXPENSE,DE O..ON..REPRESENTAME.OR ENO... MOISTDRE CONTENT MALE ES WOCAT ED OTHERWISE BY THE ONTETELT REPRESENT/al. ,. 'WOW What t below... . ‘-!",...,,:',H,R, 73. .OREM/M.1T..TTRESS0NS ANO ROE I SPOTS PPITCH DEVELOP FROM COAPACTION OPAL OE CORRECTED.,DIE g ERDOION AND Pou,DTE.TAm DyRSTO coasmocnon cow.mo, Call betorm you dig. C2 0 i..._, , ALL CONETINCTION ACTIVIDSS MANS.SWAG,101.EROSION Me POMMICAO PREVENTION REOLANDAERIP CP TM COV.OMPFTY. E. ANY ERRHANORK WARMER SHOWN ANTI AN THE[PANAMA,FOR INCAMATIONt PURPOSES Om V ONO mAy1401R6FLEcr ME MIEEMEITS . /.."1 TEms LONANNION.LININORMENTAL OWL.,OCT...ALL APRICATTE REMITS.ANO Mt MON AND RECREATION.AILED ACM.MO.!THAI TR.DE REDDEN.TO COMPLETE T.WORE DLO TO CONTIMUCTICO NET.0011. .•... • ."OPTVP:VIIVOL;a-4AZ=''' • sc. SIONEVALI ER.NNI,OR CONSTINCIDON ARM SE RECOPIED FOR NO PROJECT l'O'r'tl.Ng;11114'074712Vr14.0'41C.E." 00-111.10 1 THE CONTRACTON.L SE WOOS.TO REMOVE EACESS RATERS.A.CONSINTICTION,......FRC='I r of PROJECT SITE CT..ALL SAT. ESP01„F«",now,.........,,,P„"»TEu1 u>,...11.1.mr 0.o««.,;"r,.,«,,..,,, ".TO PROP.DRAoc,.oarwTHE SITE«.0 Fa..,,•"„O THE SA„akra„Of THE ... 1 1 1 POOR 1000M...1N,«CONSTRUCTION,THE s.STE.OWE.HERRESN,A,HE MST.011.THE nNnOw.re 1.0 REaO..,. SCOPROHATED STATE,INTO THE PROJECT 1.141. Digitally signed by Ratna S. LOCAL,Of Mt PERE....THE CONTRACTOR f110.1.8 PROJECT AND DISPOSE0.0 IN ACCORDANCE 01TH ' "s"'"'E"N10'"` Pottumuthu,P.E,LEED AP ....AcCRE130123 RV MN• SAS/IC WS t.uNt Ix KAI.viATER SVSTEMS....1 WA,.THE NATIONAL SAN1111101 ECAPHDATICY SEAL OF • _ . RELEASED PAD YE.SENTATIVE CONSTRUCTION DM en=Rama S.Pottumuthu,P.E., tve0 An ASOA L00.1410.13111.11110 CV AT LEAST 03 MCA A S wVE.AN««.1,.0..,01 SM.HE AwwEO«, u THE THE O`0"""S�"E"'w'"ESTAL ¢�w.i C.,...A1ESTsmfxrs LEED AP,o=City of Corpus Christi, S.N«„OD,.E 0«.RA„0«»ORLE::. �,�^p „,„1., .o rR« ,w..E.Em..Eo,Ow,ETHE.P0,E0T.,E..�,.,...NOE..TN..«...IONS � ,..' c rs.. ,E mm ou=Development Services, wa .11111.1.0.4.0.13 DESTRMISON OYES YOST RE ..>. .«,ot 0 NTT. TH+c w,RwTn,.E .. THE CONTRACTOR 9014.S.°SLADE,.O,TARA.THESHETORRE..ETHEMEFOR THE RCENDEo0aTCTNE SATnP.cuwOf THE m ., .�unc e..f.r • Tu, 0ORREO«H,E»,EORVTHEMOSTDmRENTAW.. a»,ERSREa.SENTAT., email=ratnap@cctexas.com,c=US a CAST MON A.OL03ILE IRON..E LI. L AS SPE«P,E0A"0 Not um..AT LEA.,»R1..,.UV Hu».AFTER AHDLT 0.0.1011 Date:2018.03.22 15:02:52-05'00' n,c1ASI CONCIS.I 1,110(.1 CLOCK KAS..UVHLOm AOE ASP.,Dw.RUE>nw.OR..T.1 Nrs.00 . EACH SEC11.OE P.a.VIAL.TV AI OTSTEILLEL1.1.4.014 ANO RN SPEC.S3 MIT _ _ 433 IR 00.0 MALL CONINA0/01 OSSIOPOEIS.0 101PECTOS10 u 0. 8.011E APP...o THE SPEC TEST M.S.,ALL AIR>... ME.Eo HIE '« : Er ET. �P. NT .H,rOE.11.H,EO TOmE OMER]RVP"ESENTATive PRIOR TOPRO0. EASE RAI OE CORRECTE01.001A.,ST THE CONTRACT. ..a EECT.WO ,THE O,Eme MATER.a...SE 1c �ND REPLACED S H. NOTES' • E.>THE OSr.wr.c..SYSTEM AT ALL POINTS WHERE 1.00... 1. IF A PARTICIPATION AGREEMENT AND/OR REIMBURSEMENT ARE BEING REQUESTED BY THE ^ .. .,. =''''',E:r'REOw,H,..H>,OR wan.mRRO>«,REas1A"1 CREENR,O..., . DEVELOPER/ENGINEER,THEN PRIOR TO START OF CONSTRUCTION,CITY COUNCIL MUST "'"°`E EaR'^LF"' APPROVE SAID AGREEMENT. OA OPNETTAL a 011.SEPARAT0N LS TO SE A.SUPED MOM T.C.SADE SuRGACE Of EA.RESIKINE J MA..F Hew.EO,O.w.,...."O.E..E.,w1o,.,o w.No.�.-.,o«.,EOwTHE Oww.w 2 THIS WORK WILL BE INSPECTED BY THE CITY'S CONSTRUCTION INSPECTION DIVISION. ,0.,. >,.,11.141Ew.,«,..,EEE,m.LWLESOTHE"w,E w„O«, CONSTRUCTION INSPECTION SHOULD BE CONTACTED AT LEAST 72 HOURS PRIOR TO START OF Q a ".,,a OwLR>RE,n..u,�.E..��' CONSTRUCTION.THE NUMBER TO CONTACT CONSTRUCTION INSPECTION IS(361)826-1738. - 3,00.013EM£E13 MO lel, 531333.A1.3 Or WC. NT..40/1 O, TPA .SHALT PE.C..vwswuvrE ORE..TO OR SETTER n1.,EATS,TNc. 3. DEVELOPER/DEVELOPER'S AGENT SHALL ENSURE THAT BEST MANAGEMENT PRACTICES TO THAMESIBA MME30003 10•1 GENERAL MINIMIZE EROSION AND SEDIMENTATION ARE BEING USED AND THAT ANY AND ALL TCEQ 0.4.1.1 NALL CASES,THEVA,.003301ELDIE ,MAT.,.3n 0111.1.... TEREBON mAS..IIIIE O•,O'E"OT`H. PERMITS WHERE NEEDED HAVE BEEN OBTAINED. 1.2 3EPARATION Or 131.301.311,130.31..111A33 DIRECT.111 m..,. CAVES TORE TWAT.MOVE THE SEV.DE unmA,o.nrAUEOAs.aurrOOV THE OR..W>.O, 4. DEVELOPER/DEVELOPER'S AGENT SHALL ENSURE THAT TRAFFIC CONTROL MEASURES ARE 10,4 3A NEAMANSTMAIER 10103 Eu».NV ow.. IMPLEMENTED AS NEEDED.ANY WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE 043,.. w.WET 1,awauRE....IRT.crr,S.D,0Ww DEMON,ADO»TAZEMB.3.3»331E. CITY'S TRAFFIC ENGINEERING DIVISION. 8 ,,.,A. > NMI.. Al... g i ,5..., S. ANY WORK AFFECTING TXDOT RIGHT-OF-WAY REQUIRES REVIEW,APPROVAL AND/OR tl ».,H, S•"OWACEnn.1W.E"1.w EWE+EE mRE"wO,eO". s'°''''ww.1.E Ta�'''`."T�`""'"" PERMIT AS APPLICABLE. .0 N y u ER Umm LP.EreEAn.w.1HE UNE M.1 SE NeAKEDN.a.wE,MINFKH a,ECTION«rw 1 i 6. ALL PUBLIC IMPROVEMENTS SHALL BE WARRANTED BY THE DEVELOPER PER UNIFIED t »Ara, rAc5„T,0OIN.E OEM. TAcf»P..VE.ry.TER f v S 'f. 1SArn"cRwq" vwrHEET THE DEVELOPMENT CODE(UDC)SECTION 8.1.6 FROM THE DATE OF ACCEPTANCE OF THOSE f R3 > w.1..w«r.oEEErmANO No»ro.1.L w.wA1i0.,Ew.L x. IMPROVEMENTS BY THE DIRECTOR OF ENGINEERING. EERTS 1 »ONSTA VEPTV w.,., CE.H..E...CRN T,'oo O.1.OSuTus 7. APPROVAL FOR PUBLIC IMPROVEMENTS PERTINENT TO PLATTING REQUIREMENTS OF A....,,..,,,,,u3,1 AND SAMPLE THE TOSS IV.OPE PH.PLACEDIRTO SERVICE ,a' TO«ac.,3C<A1104 OE MIEN LINES 9E11.1 C.NECT..VALVES...0 WORN., RePwE M. Q�E.« �TTEms ARE...RO.wAW,oceD,ws. FINAL PLAT SHALL EXPIRE IF THE FINAL PIAT EXPIRES.A FINAL PLAT EXPIRES SIX(6)MONTHS . VOA BE FROM THE DATE OF ITS APPROVAL BY PLANNING COMMISSION IF IMPROVEMENTS HAVE NOT �±„dd BEEN INITIATED AND SUBSTANTIAL PROGRESS CONTINUED TOWARDS COMPLETION UNLESS AN wrr. ca>rrr�?� ...NATE NOT^LLREOw ua° rr,TO SE TCVA/Fn.ACCTSTANCI,N11,4 SS SANE AM a,ISAVP SIMAPVITIES9.040.1 ANE 0. E wureOE.111...... SEM.,,,A.R.. EXTENSION HAS BEEN GRANTED BY ENGINEERING SERVICES. Z x k. m 1311101.0 PARTIAL,or_.,ENr � ,P ,ANO MEL n."u,031 8 APPROVAL FOR PUBLIC IMPROVEMENTS ASSOCIATED WITH A BUILDING PERMIT SHALL ` ,z,. r.e.ce.rmaT.O''.OTnO'''''ccO„D.Hcew,HST.mbr EXPIRE IF THE BUILDING PERMIT EXPIRES.A BUILDING PERMIT EXPIRES 180 DAYS FROM THE DATE 'E - ,.u. 1THrsHRO,CS. .THE REPAIR SECTION BE ncRE„SED TOMATO„ OF ISSUANCE UNLESS AN EXTENSION HAS BEEN GRANTED BY BUILDING INSPECTIONS. I r1 aTHE En„»O ECH«URE«E.O TO 'C0R •a ' co'.On.1.11,«, 1, MOasn C ' 9. A PERMIT IS REQUIRED FOR ANY EXCAVATION IN PUBLIC RIGHT OF WAY.EXCAVATION g L d.11 `SRE..«,.RLEFOR.»e Re.»ROR NE,NA«.E".«THEM. MEANS AN ACTIVITY THAT CUTS,PENETRATES,OR BORES UNDER ANY PORTION OF THE PUBLICy5 iv..u AI No A130111.0 coSI TO 1.PROJECT. rONAwNOSAN.^Dnm.H.nTORE.....CRAMS.^NOELe.A1w.>.LL SE APPROVED OWNE.a WAY THAT HAS BEEN IMPROVED WITHAPAVED SURFACE FOR STREET,SIDEWALK,SURFACE VI Iii :-.1 RAVEwNr SECTS.SA,PmcATEDwHIN Ha.P.,V.NO,VAN,ESTERS.SEE..IT 000sENTAT0E DRAINAGE,OR RELATED PUBUC TRANSPORTATION INFRASTRUCTURE PURPOSES.PERMITS WILL iR s$ NOT BE ISSUED FOR EXCAVATION IN ANY PUBUC WAY THAT HAS BEEN CONSTRUCTED, $ L 016300E Al.04030600 BASE.TERIALS TEST...APPROVED RECONSTRUCTED,REPAVED,OR RESURFACED IN THE PRECEDING PERIOD OF FIVE YEARS FROM gA.MO .. THE DATE OF ACCEPTANCE BY THE PUBLIC WORKS CONSTRUCTION ENTITY. _ ii AMNON MIMI 30 vEllrE T.300A3100.00103 10 1.133.0010310 Of rs HaNANvms.ERECAT»Dww w U ' 0 AMMIE.0 10 NEVEM ME 93.0013 MM.IEE E..,AT ME CONTRACTORSE1.3300E. 10. ANY EXCAVATIONS ALLOWED BY THE DIRECTOR OF DEVELOPMENT SERVICES ON CONCRETE 0 ,, n( ' STREETS MUST BE PERFORMED IN SUCH A WAY THE ENTIRE CONCRETE PANEL IS REPLACED. n aa.�g .EE.,,=77.E,,,"r«1,.P"«d,E„WL,:,L,N, 0A'»T,HR1»"O,DAw0E0"'A,A.>.Na.ns„N«OE,.' CONSTRUCTION SET n -w„ �„,°,"n DATE 0310512518 .n�w G C o. c OEM.NDND.E,A,S Ow»H «WRO.ARE NOTICE - a . nf RACT..SHALL PENEOR"OPE OP �E u., �D,� R waEAl. *Tell' 811 w e S: 11.11..«.^wO.nRAw»,.,nwL.RrA s„O,EO«,TIVE APPROVE0 ED.,APO T.011104 w«SI,.THE o. E •-u`- Knorr what's below.�/ u a A0300.H,,.H,EO E,.HT .VHT.,N I ;.,811` ._ SUT T U elomyoudlg. C2.1 ,�,,,11Eu.H.,HD,HEPRE.^RA,InN nWE.Wo.fRDD..,�...,NaTK. On+iwnE' 0 /� l 1 Digitally signed by Ratna S. Pottumuthu,P.E.,LEED AP d Icy .n.,..Alittetusee roe coNSTRuOT DN:cn=Ratna S.Pottumuthu,P.S. ` o.,ENrssevnEs - A -- - ----- - Jg -LEEDevel pmentf�Corpus Christi, • aF=a�:, ••.UDC.14.5.F°ou=Development services, FINAL PLAT OF LEGEND IxRwTAue •eFrAeiLREeb,ep@.cct xas.com,c=US 3 PARK PID UNIT 1 • wiiGtr ,' Da e: otfi.6�zzt :o6as-osoo ` ._, '""° �,aR,I RADE Ix,OAD u,Dw k _ I a 1 BBD ACRES OUT 0E A 3445 ACRE •W / fl- 1B.ID EWE. �Y u2*2? 'i, TRACT OUT OF LOTS I ANO 2,BLOCK 4. ` _ ••E J.C.RUSSELL FARMBLOCNS.AS SHOWN i� Rom msg. --.-_ O2 2321' Is go go.EP AM ETC I=lb ON A MAP RECORDED IN CORDS U E 2E - rlE.,aA.c _n //�—�\ t PAGES 5B5B.MAP RECORDS NIECES - -- ruAN.ww COUNTY.TEXAS.SAID 34:SACRESOe CORNER Ile TAIL I I" ALSO BEING DESCRIBED IN - NOT MAIM TO SCALE. j 1 11 DOC6201R13561).OFFICIAL PUBLIC p�'�� "w - nwtowAr / AI ag Tj RECORDS.NUECES COUNTY.TEXAS. Ham ! ,,Ri itP j 8 `• /� E LLJ 6u"�•-°v:.,.• .,,' MMMT.:. j ,.... - .L=, I � ri - e i 0 .. 1111111 a ,, -- - --^� - 886"36'34"W 6.34"W 1,341.83' 341.83• yl i 1.23'26"W 333.67' i' i I Illi Ia UHa I�b Q a G., � MOSSO, '. -,..-r..te_, e ZmF,BFT 1stAaEs A� _ ` ! N • ...... _.—_ .-..r�� "� iB_i➢ii Rr_ =,0'S:,�"�'. - s` V------ • -'�=1 �` 4.e5rrigrrFc-e aei moi:__. V '..TB g , 68"36 34"E 77.04' J b P 1222ll 22•0 ET 9Sp� c. F� IaliiaoFr 1 1-211'23'26"W 293.67' i;3s� tf' 6 q IMAMS 1� ACM Au ACRES Pt ie I ,11 83 2.t 4 A -..,,.,..F --- 2166'38'14"E 1,264.60• ....4I m 41190--4_ 1.7. _ l PARKf PID UNIT 1 GENERAL NOTES ","o°"„ RDF BY s ON EFFECTIVE FLOOD HB R.„E RATE MAP o«w. PANE NO.M.,. . r• 0 2 4 { 3 D DIE C NRTH ELEVATION OF AZ NGYOI ,. IOWA FUTT,D ARERCONTARe Te o BORES OF MRS 00 Mo•aFRNATE STREET OOBRA ER ARE`,OfO R,LFLOM..BASE noo0ELEVATIONSMO`ROOOD HASA.FACTORS DETEmnNED CZ i .'€B .� I.AUBEARWDaA �BASEO 034 THE TOMO fmROINAT[SYSTEM FOR TNEWI3EM 5354 SONE,050 Num 4 a a��yJF :fr C�`- V s ELEVATIONS ARE BASED CR A AAs DIAMETER BY,r LONG IOII ROD WITH RED PLASTIC GR STAMPED TASNOH ENO. BE BET AT ALL PUT B„� - PRIVTS ATE ST EET.SA.LL,BE USECD.A FRNAT00 ESACCESS AND PRIVATE Z W p P I 1: CORNERS.BLOCK BLOT DDRNMB.POINTS DFcRARE�PDWBD,AHGE.Y.RREBBOTHERWISE NDED DRI DR»GEEABENENT ARE LLa5 =8W1 uHAEcoRDEDEASMEHrs moron acNTOAwAv MAT MAY IMVAcr TIE suB,EcT Y ' PROPERTY AND ARE NOT`SN SAND APPARENT CAUTION MUST BE TAXER M TN PPELBE MARKERS INDIGIWBURIED BE MAINTAINED ST TIE CITY Ho.ND�WUCn;iON OR�MENTONTO"EVER TSS' STREETS.EASEMENTS CL 4� IT.. LINES HOT DH RECORD ,� ARD RE0010MENT,AB DEPCTEO.ISA REDURENENTOF TIE UNIFIED OEVFLOINEM COOE NeD LS SUBER TO .THE OWNER AGREES TO RFI F•,F.INDEMIFY.DEFEND ATO HOLD HARMLESS ANY GOVERNMENTAL ENTITY FOR DNAAGE TO. _ ---��.! 1 CHMHGE AS iNE 2o5KG w0CHONOE PRIVATE STREETS REASONABLY USED BY GOVERNMENT VEHICLES 3 u C. / B B. INJURESCOISOI 0R DAMAGES TO OTHER PERSONS PROPERTIES OR VEHICLES[UWE°AS A RESULT GSTREET DESIGN OR R&: u I E.NEW RUCTXR N A SPECUM FLOOD HAZARD MEAA B*SBS,BY FENS.MUST NAVE A MOIRA. ST FLOOR CONSTRUCTOR ,.. L(!,. ELEVATOR FOR ITABO.BLE eEE)PER INE CURRENT APPLICABLE w R,:4' FLOOD O AIV PWML ORORESBgESAABBOVE TIE LOE ADJACENT TOP OF CURB OR CROWN OF MADE NT COSTS a THE RRrvATE SDEwFuc Aro OTHER urtNITIES WITNn A PUBLIC BRILFY EASEMENT'ROLL BE R. ,PI'”" aH UNCOMBED,.INSURANCE IlIEv'ExF CIRC HER REM v THE CARER '' r- yyII rr� T WATERS: I.PRIVATE ORARAOE EASEMENTS ARE TO BEIMIHTAR6OBTAPROPERTY OWERSASSOCIATOHIPOAI I D. N<WU R FOR Tit STORM WATER RUNOFF FROM THIS PROPPTY IS THE OSO CREEK.TIE ILVBBE NOT Q 2302 - CLASSIFIED RECEIVING igwTO ICE USE FOR ME DSO met*BUr R is RECOONOFD AS AN ENHRONLEMAIEY SEraTIVE 4.121E TEAPwIARY TMRN.MaRO EASEMENT LOCATED OH LOT TT.BLOCK I CANNOT RE OBSTRUCTED ARIL IT IS VACA.D. {� I THE AREA THE 080 CHEER FLOWS ILY INTO THE CSO EA4130TCEOHMS 0ASSE1E0 THE AOHTIG UPI WE FOR TIE OMTEMPORAMTUIRTARWMO 0AseEN1 arm vACA1F0 wHEH THERREET IMPROVEMENTS BEYOND THE SUBOV1000 in 3 C Roso my As v ECREATION...E. ETORAL AND vTETER RATER.AIO CATEBOPREO THE REEEPAO WATER w L•ONTADT ARE CpPIETED. r_ W s "'2 n2 a,- Y Q ^k o gK"' I CONSTRUCTION SET r3 O % DATE 0310112018 v • WB 05,20:6 4:,1 PM MCNEMt)i] \104035\17001'9\CFO\$Ir1SMER\CDs\c°.0 SrC.R14 407E5 04.40?540NACEMEN1 P4.4%WO r i N .I pcielixi � °Ei1$t a 9IJJiq' tifflJ' ii i Ej! 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Z e3.e r — pp i,-d' yycij -. m i1 11 11 ; 111 : — e — a <., i n Mal iI ail ! — — ' ; —G- 5 ii &ye"n @ khat- « E`''— — — —1 G° 3 .. € IWN 4 ill/a 9 "1 4111 1111 via, 910 1 I \�, g a all fes: o n o rn 1a$ T1 t, i 9i d i FF F /F w m 6 O ,I /I !I LOiy 55D S Za =-_ za !Ycrm'Z2. °np= pEiiiva ii!e5"si a z ,,, • A tgco D 1\I _CYc V:ti '-lr 1 ----- -2,-,9.7‘,-' 1-... .. .. -t nIll i ! i m� -.„o s:aD iii `t $4 Z - T _______ >('-- . ____ caro Ftre r.¢w«rFFa•q -' CA n r''r SF's MIN 55is ein r l { ' ON\i ` ' "9'1 -1 ICS''.:`.- =�-., i e s o O .. I STORMWATER:4 isM tri":i _ m Z QUALITY MANAGEMENT PLAN OF HANSOM .:. •�— .e, "1'..•••., m PARK PID . .4. .d _ CM OP CORPUS CI1NISn.MACES 40(445?.reNAl „„j`gC 2' I ,„, STORM WATER QUALITY F. �^—• FF :,`F&..,«..�; V' REN69+ D•tE MAW DESIG`EC N�£,./X eatHANSOM m .� a . 0 MANAGEMENT PLAN L,1. ®'D\I PARKPID PHASE 1PUBLIC bcr w1'n.w�y„_--.7T--......,..,...__— i_1' — — -- O IMPROVEMENTS SptGc••iaAv tJ,,•• #.•I IMMO 9Y IDV Park PID,LP GORI,.CHRISTI IA mE Tswre.TEXAS fppp QMYi,Toa 18111 ~4 A& ,cera"., ;..,... Cl) REMOVED Cr 1 / N nwasAu a¢Ea:m ro. Digitally Signed by Nana S.Pottumuthu, LEGEND �u ' .. CDE4f1 enol PI.,LEED AP .Axl! DN:cn.Ra Ina S.Pollumulhu,PI,LEED AP, 0•EXISTING CONTOUR T ®'^ A. DEVELOPMENT SERVICES ivn �''�/ qr.w...nx.bNa o.Clty of Corpus Chrlstl ou=Development Y+•EXISTING ELEVATION POINT VI11 " yy„ i�•�' • m..tiuom N.w p uoc sis.F Seryices,emall=.arnapgcctexas.com,c.US y Date:7018.03.72 15:07:50-05'00' DATUM NAVDaB ' 1 . IR SEWS,u E. 1 , I ARYa u'M.♦2 LOSS �T SISI �RN IC.CMC2iS OCC.NO 00k a?} RC.W 303,93303 nr • ♦..G Ti.— laESIMDOFEs c • I (Crux WET M.TSTIL R E+r2 f^,✓aR.a.w CUTw.x WI >I RI I/Rw PROPERTY.. RCP 11C —.J SISI SISI.iI:NGR RR'=r 6EE4. �__--.(r //t Y � I I'I 1 r`■■� 0. "-'N5'FruT lt'A41T'1. susTANY • '$ `,PR NTE.. �,._.___ _'.W___.. N- Ri. 114.1 EDGE OF ' �_=ALI.CONCRETE 3e+ `—'� Nr L SOx:Txn (.�/ I E EGI Ow FL.nn ,. PROPERTY I .` EMr u ..Er \\ ` a ,. ExIST aJ ' 8:4 MG•Co= --per 'R.LAMfdP P aa.RS ft; IR1ri ®, ' o:Fi oreolm.Lx C.Er "'.�._,�_ TCFrCa.`FwE`'K' �n a ...z�amC I IT- ILI > g`N NUE.as CV.,Ira. I NEn �. d DMKRr a/s �, I. 'M` T ��. _SISI.. ® a a o:Vi i, klNEti _ o 1sGN ;jfi ASTIR CaRMEr ,,,,, li fi E.6 EXTENSION93 ETS --®— tir11111111111 L II" �I i EMIL/NOM m '1 • r RE - - N!` T ..,, t lI 1A� S tr, =MIMED EL CIRICLME OVERHEAD _'5Tit EASY.);V r- —2', / IJ. EAarMO Wt.. E G yl revamp i CYNIC ® w • .BERN =MU l • M 1 $`8•H d u C,LVLM In r. w ® •q. NE -IW1. + „ / ` II j SISI\\ �oP or ortl9�I.7 »e f ® P 4= Tor r^'rFJ� 13.,ACNE;:,a..A.w \.\ —>itt TTS S o Ci (`` EA ING FIRE I �� - \,r, � ^`N 7,.-________ �e+ '•- a1P '�' L.,R.;k' a.,C.7' '�' T EXISTINGuCR'xMNGE cN �1�' , - 5, L Ifn• I �/ TO RwCO1 yy 4, F x SIDE I I 'M. v^ ,Y+ ,a,. R„ ,c- v. v- ,a^ ,e+ 'N 4• S 14 SEWER RoT Ian NH` I `Icwu r� SISI. SISI - 1ES. •; wN SISI SISI _,,$, x+ ,R„ 'e' �• '. 'N r 'N 'e+ �l• •'^ ip, ^ 12011221MIZEINEW '' t. I.y� I CeE3t-.LINEl EXISTING mxu vn ao• • �I . �L.v iMo,c R<. .,SISI., L`n[4 E + �oN __SISI 1. 'a:R. I _ a t , , tflf, I , 11" IP 111. IP 1. 91. .., or,,,,G1.1213 D 013 2r E. mC` Lm a OV Mr ,. CC ti 1 luE. SISI. qQ YCOM SISI I r TINGN w - _ L.TING u'uiwN�wr LL 3 : Il SISI.. :•'�� � ._ � .JZ ' ernT w Mr �°� L \_ _I! ��I'? i: li f R� '..A ` o • 9Y SISI. *Dh Tc 7 SISI SISI-. —_ - ',. O2±' SISI_ " +SISI _.- ., % i# `�j E+ __SISI.. Iw ' 7 I ?u= w- Ex s.NGu.EwEAO 'e vs, 'e' AVTI N �- ..tix..,....._, • E /1 AURUCTFCIRIC EXXSiS.e ;-. » Y W NOTES: . TAPER SISI ;,!r _I,I RE m NAMw b , s. _' REeSNO ,�EGON,,cTR,O cNMi,x«Tx _ �. Alr.R sEwcx - 1. a 1 I»nsMa.Mxr aMCR NA...wL F nom' OW•39 53 EXISTS.SANITARY ' . corS.s.auei�a.A�oiie ERV Art N,S x. �.'. F a�33 L SLE A< HALVE aa.PPS': s # e OIUT.L«.a RSI nINMANUAw�N.,onEPROE 4nCT I..FL:RT I:."a' z -"wS �E RACTOR 0URO EUO KRR T E LO .qN S aa. o a w W SA iwM rL ENSrMO u,unEemLOR romarRUCTION u IIISCREPANCIES SEPTAGo o: 3 REEWPRION TO PROCEEDING SAWWO•E ENGINEER FCR IN.rx.x�.n = oaN AVIV,,0.ruTo•oeol Sfcn.E a ?3 . E FOR INE PRISCO.OF ALL •wE.TIMCI.ABOVE Mot.]unti �_ n S O PROPOSEOLUPRWEMENTS ' 0.99 r x Q na1.1. 0CT OSTXµvOF',NE LOVE SIENSCOEO11EMe Pom�.L,ne,..ay. IY hNa ,,L uCTE.THE 0.TRACT.wEL RE SOLELY G g nuNINCI RSIBLEN ITS COSTSCONDITIONSO.RENS.OF ITIE ED SIM DIE REITE91 TO PAIR. N..L,iixnouu rwLL ix NR CL.Nx.sren w.r.aT wl� U m 1 Nom % L DnoE�« uNM.EN N, PR•MLITx CONSTRUCTION SET II C^.1 DATE. 03L0312018 �IIV` X01 S4 a et a 3..J 4.SR OS.10:9 4:11 PN VCNE9:702 c\l).03\,TEO,19\GO\STE\SHEET\COS\C5.0 EROSION 4 PODUTON CONTROL PLASMO ' NORTH PADRE ISLAND DRIVE (SH 3N . um 41f.HT 0, 4'C . r _in,OK ",..-- _ _s :a:._T: 9 ......„_.,,sit-'1 j �m 11 [I_P ,, y ii 1I ,. ! I 1 ii dug. \-___= === =*---- ''',',-,4,,3. d a r, I I ➢ 1 1I.P11 ; ' gig . g, I $ i I PR[ Ra E .per I , deg ► $9Y � III �fq �: c-$' AR's ms " s ' gg , ` £00 a Yi • I t p.4 I T ►V It11 11 CA vac mo rum R.N.o i �� Alin VI 6:Fir g NMMS g „nl IF mnR wT W 01.0,5 •¢ 6 8 Z 0,11 a s m S co • Imo o z -- P�4 b�"RIbCT�i'P—•.vo,. ow- -E GIF Nom 6ESIG'Mt RIWKEK EROSION&POLLUTION (®IDV CONTROL PLAN ` ' ,'^ 0 MOM • PARK PID PHASE 1 PUBLIC IN..Prol.sionti Sento.He Q IMPROVEMENTSunto 9/11IDV Park PID,LP CORPUS CNTOSTT NUECES COUNTY.TEXAS °MIN qy --- --------- . REVERED CBO J r 1 TETE SCEE-STABILIZED CONSTRUCTION ENTRANCE 8 EXIT CURB INLET PROTECTION BARRIERS ..1f...ITO140...,..0 H.R..,WI NOT....I.NEORMEAMOS OCR.M...OP V.A...AS.S.O.E0.0,. STWILLISLO ComMUCTIMI MEMNON LENT IsCLE1 TYPE AWES* COFISTWVION AC WT.11.CONTRALTI.MU SE SPE,RESPONSES.FOR.4.04100.AO DOW..IS NW WSW.REC...FMCC TE RI. .`IROM oSTA ow.ry , Sims ILL INSTAI L Ell A5 SOON A!MIAs.u,Tk.eFOAE.o alNUenoN D ,EDN,wN.0 AREA. SAW WENN TEE O /S.A.{.41./N IN vLACk.ASO RAINTAIREC UNTIL OMVASED AREA IS STEW 1,30 RT we/ANENT MEASNREN PETE..RFOUI.A71.3 AIEGIAIAML.0.0114,0E OF STCRAP.3.A.I.O.R0e.P.b.TEO ASSOCIATED NI.T.CONSFRACTON ACIMITY NY...NEW WASL,RW ADO 114E t•14041.4EPP OR OWNER APPACNES 3F-At• .k. OR 1 RPOOVAT 0.,-1RAL • OIIMN,.e. MICART",,..ad ,.E. ITUSTO,., IE.,�..ASTIEP M.'OPERATO,.0E «,,.x,, ,POE! 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CO REVICMCDCBO-_--I J ERFNIEMN JOIN, 1 1• Digitally signed by Ratna S.Pottumuthu, PI.ANE ACLROLEAamPOR P.E,LEEDAP conm.uCnON ON:cn=Rama S.Pottumuthu,P.E,LEED oevator errrsmVTCEm AP,o=Clty of Corpus ChnstL cm.n55.510.Ew5MMIMa ou-Development Services, M'dii`img0 IN UDC s emailaratnap@ccctexas.com,IMUS �� ' Date:2018.03.22 15:40:25.05,00 g -maw J_ ri 5.VelEIW.EWELDED CONTROL JOMI MERE MORC PI AN VIEW 51.115 SEMMD OM CORM. G. W.t-1 r SCALCONMROVED�MWm ,4 t. 1. R N4L MNACCORDNtE VON ORALRCa,wSUnCAT61l AM Q L _ p KOMISTMMIIoa 2 nMwlr51,LM A MM..Mow 0O1RAEEENl MOON.OF lig a Ili r° 2515 Pit a �y'1 I. RMIIWC/10 MEL MALL E WADE MMM A MNIMUM NOF MOM PM I ' , TP 1 . IMOMO MOM 5MY1M110UNCO MMA Nr MIMI TOOL 6.11 f .1. EMML MN ACCORCA l MOW 711E LATEST MOON OP M,ONe - 0 TOW y1OI0q Rm AC SITNC STANOLIMERM EELOM OUT 101 IMMO TO AM M 1•.1- \�� SCMIMMANLrwCa00 EMO. MOOR COVERS. _ TIAMEgRUMMMNMaRMOi. MO 57060011151111PERPENCK21.225 TO TRAVEL MAT. WO" _linrum :1. aIMI znlJEY SPAM AT Ar MAMI.wAop OP IMNTICIEET ,— ■ 1MLWMNOIOON INC OMAN. m:i�� 1,.,. EMNMIR MATTAo1®TO ne MIRO THEXPAA■W JOINT MALL NMN MM be EMMMION JOINTS OFr1E I0 ES. 1.,i AL•••S'' ..Gk,,,,->>.,.� *`::: ,:ti.: E]. DONK MRS NE RNNEOM E1MRNN,HE COMM MR OEM. OlfO,M1OERD .... UEAIWiOIJOINT WTMAL MWA5 NOTED ARD MTIVEM REWARD auOIMIT 199502 00541.MASTIC mMO MMEARD MTMSNAM MRS. W MOM RA�aomo•wN aNNNMq ITEM.NOM.NMww,M EruoAuNr EJPNMONANT MATERIAL KM ELEM. I, cWI1101. JORM1 MEM ��� ASrM EPEQr Tg10 Irma SMOOTH nn EM. T.,. NCLLN WEMYRMOEOAOAIAAIRNwMRO EOM.TO TE i OWOS WOU50 LL NOI0I MLMTNIW eNE NRpM,4oF.M51y. CENTERED.JVJt AT MVO. MONO,THE SEEM.W M WTEOON INE GOWN.. A fpOE[OCOp®NALLNRGRMEO M,NA yr MOM TOOL. ,25� M NOTED. 1.2 MALL N IRW0E1220152 N IE)M S. EOIMN4 ILL_ I i PRIFIIE VIEW 7.1 REIMWOM MEL FOR THE IOMJA MALL CONTINUE THROWN _ _ 1,IECW1JONi. Et. NOTED. OILWMEWOOCTEOMA WPM FOOT MIME TO OTE PCMEER.COMMIE NOMECIMN OF ORAOE.M E McWAo!CALL N COMPACTED TO A NM EVEN 111AYAL�INE TO MMAU.ME MMOHEO qAM,RMPiMpCyµTO,MVEL WAY. TYPICAL SIDEWALK DETAIL OMOEMMCROMMECTIWMTOWMOMTMIENCONCETEIII PLADEO FOpONL.WA.DE , I ............ AMC MM EVENLY EPACEC AT Mir W AE NOIEO W Tr!OMal rg 0) CM.MARE AN DOME.DME.TIE DORM 11M OEM.MAyTERIAL MAIL N W TRIM MRM MN AMMT MIAMt MO WR EAEOTED KA COHORMRD TO G R AAPMCEON NOTIONEN I TLVEEN NEW CCM MO MIMING CI5 T. 01 NNTE IHN 1.1.. 54EVEM,MAICEOMMEENERlMMONJOME At HP ON CENTER WOW MIN NORO � OIMI OMAN. T.S. MALL N MW CUT I12YAOE ST,VT DEPTH Nr N 110151E 05 CO1E5ER PLACMNT. - 'i T.S. RNIeORCIN STEELPNLLCONRNIE'MOWN INF AWT. MIEF. •D t ME MOIST MMIINCOE,E 15P rOATEM lVln E1MIICE,1RNf 10 OMOEARD CROMeERpL MO �i� BE MOIST MEN WNGE,Fq RlACE6 1{ @ANMYI AERO 51ANEEEALAN DOW CORNRD 1S At PER WgCAI EMel6EIAAEKLMO MIr11rE GDNOIJER W r r JCNi NM WAMRMERE0.VM MII il, .AVlENTDEIMI I r•r' A 88 CwrRaJON, 1111i ,jJi1` r ,.r „r iQppt al ■ MI.MMMT MN Rn unv_I $E IV PDA400 ..T. lb. 3 • M�WR,ron � aMRt ITA EAU1M1r LT 4 NMnPrJ yr corm mo. I ii omm0515 � : GPM PLASTIC f I I Nwma OrJ / W ceFW4E SUP WEAVE �i ttwoiA PROM 0 MM ONI � CONTROL JONT IARANMw I MR.V R!MOW-ATOM I)E OOR.T WL. r h WPERw =CRETE PAVEMENT OETALI CENSER OVER JOINT AT 1rON R wMOTOL WIMMREiE1JA PLAN VIEW PROF NEW CENTER MAOAr DRIVEWAY GUTTER PLAN DRIVEWAY GUTTER SECTION TYPICAL CONCRETE PAVEMENT DETAIL n u ff 0 V a Rg1 CONSTRUCTION SET ^O I DATE: 03/05/2013 C8 ' ki / LEGEN.ee DNDA END �Tyne J Darr... 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' ., ^ • I Ts 150• ers'I 900' r5' 150' 900' S.0' Q 1fio =$ 3 L M Conventlorol Rood.Only r ` /Iv ' IS••ro , ail roper lengths have W oua•Oo 0 as tow 6 I•"i^•' s 6 e„fes • L•tength f raper if rl R• g RiOtn I Olfeet.fll 5•Po.reO sw.m llPal 6�¢ uorm�me iYjflii S µ.� . srP'px.DTCAL USAGE sr.1 s x• •s1 ;:3.. •• • uoPlu z.mr mcol [ aroiPu aa+ i®' • ` p1111sr10e r[Pu SImi1M.Ry .11 4 . 1=1 •• ` `� GENERAL NOTES ' '1 iE6 6s«T .°- CS.nor..6 a r5 �A r I •• " _, I . 2.. rmlep siol n.issnore s 1 mom ore•PEOUIKIL a Thom - 4 B et El 2;; r Por E anat.,eirnarh.foWovee.rete•mm2 a 0.i.p.n.s e.o�except n..n.r.•1n 55*00 •, . ® the Dims,m for routine to Clos 1 pre,moron*Wort.ore rM(Van. C Z I See to 51 • ].ChOnfeliilre Oerire5 v55.0 to close Imes may.supplelenrp GX i Y m •/ *I •� Cavite.fa�reKma roax r.�arn�e0lOCed oe.ryw u 0Der 0 ecls.»c m• s R' E 4.c oretar re°7111f9 oev.ces uses Ir v010,9 the work. pace o,Glop . I , :Ira d •U"nint t ri mlillmmiocea cc earn c l Ir IN t fo Set or •••1.. II J EXIT� ,� I ` s.1.ie.so tra e. 1porawn� Flea.ter b i..p mono'In r..oly.•rw+ { l' N RIGHT .ro.1 of pwl titavement approval o fee Eralr..r. 't� • LANE �s-I Y USE m ha approval Intensity rated'no.nomira.Desi uarra • CLOSED e•x.z• I �� RAMP NEXT s.Shoo.obs limes.Dna.y�nie.with ig..ma himn intensity..... PM - 0120-srR CLOSED vawa ripening,este mayor N ing or con oeuoo u. aam..leo In oO 1e x 1e- / P AEI I "--11°50. I-MgT RAMP ce t.oka,weo of re moose"I workers General rrmglsely oll Dime Tom week s' 1000 Fi - J°- �azsRlrcoreTowsIry oew1Y• trafficemFw.me no longer mesa Z f Ca16-JOP , 1E1_ I 9- 9•A 9orrlco0es or Dryesmar awRD.aeli2� or The - i l ]0'% 2- ® L Ten °•brpfoSRIGHTgil ��8 LANE ^ •�CLOSED ca.JYz ` , rw off me pore pg( Ca20.5,R e• 60"� EXIT / • Devi I<�alar attar D.no,nr•nm.ce cmfr«r earl.,s • pe OPEN 20' poelrq f«cm specific proiecr t'U �g i i Ie- Cr . , , yew eta0aw Ymiuo em he rp/y In the proles.DE Ee.L ,� 4, /� 1.71 ry �/JR01 III .6-fx SrSm TCP12-5:1 IOM for Item 502.Porrlcales,5193.a.Iroffie Me alila. _.¢ `LI' far Ian• g5Y - CR16-JaP yDr I , � Alessi Is i 1.- i ]0- z- PSee r."mott 5, •• ` / meed TeroS Deportment of Tr70Sporfaxfo9 .� Y. ♦ •. ' I me 11 15 enter nwnp am.mwm arr5rm f'v 9 �Q 4 TRAFFIC CONTROL PLAN ° s n ROAD t wtOAIRLE / lee TCPq-hor odvanceal ` LANE CLOSURES ON 5 ,:k,,L,§ Sae TCP 12-6a1 ' RAMP d cwxonf I !Or laneCloa , I Porggyoae e� LOSED DIVIDED HIGHWAYS S. -w„ m +5.5+e' I .m a urs \ , io«r"im•°closer HEAD. -7 < u s u.°o°;e 1, TCP(2-6)-12 Cf).IT 4]D H u 0; Ni TCP (2-60) I TCP (2-6b) S I TCP 12-601 `1e-x+e- ;D I.a1 l 1551 z Zit 1 l m, jµ,,.. ° a a 28 ONE LANE CLOSURE /LANE CLOSURE NEAR EXIT RAMPS` , LANE CLOSURE NEAR ENTRANCE AMPS ;-n 2.12 ""•'a JO. I U 11 Yell • !fi61 I w...n m m�^ ...•. _. ete5rn n. I n �m Inst•[IFlp AY 5. E.LFEO.P o•CIIyPCmwr C8.2 ^. 5 -�`4q► ..m.,<.> ON Tal, s .,. CONSTRUCTION SET 1/V•.oUL1 3/ 7 """"'"'""'o"'1 Due:20130 5:52.25.05.05 DATE. Q3105120jP. _. n, x.,.m. f N — ` 'END ROAD WORK'SIGN � �I�� N:17170375.0418 B'�..4, I� E +w • E:1319838.9163 NOTES: 1 1.USE TRAFFIC CONTROL PLAN FOR DURATION OF WORK ALONG NORTH 5 I )I I PADRE ISLAND DRIVE RIGHT-OF-WAY: -STORM SEWER LINE CONNECTION TO TxDOT CURB INLET INCLUDING 0 I i EXCAVATION,LAYING PIPE,AND BACKFILL • Cg I I-. „�,•4areap>r �°"""""" - o I I •s1DEW171 CLOSED SIGN -FIREXII HYDRANT INSTALLATION LIE NGD WATERLINE CONNECTIONAINGUTIUTY, TO _ N:171eernn4s EXISTING WATERLINE INCLUDING EXCAVATION,LAYING UTIAND 100 00' �� E.1317865.6848 BACKFILL TYPE 3 BARRICADE -EXCAVATION,GRADING,LAYING REBAR,AND POURING CONCRETE FOR it , 4 PARK PID ROAD 'a' 302.53'=WORKSPACE:Ij���`TVPE 3 BARRICADE + 1.‹.- -SIDEWALK CLOSED.SIGN 2.TRAFFIC CONTROL DEVICES TO BE REMOVED FROM SITE UPON 19 N.17169469.1634 COMPLETION OF WORK FROM THESE AREAS. \ 'SIDEWALK CLOSED'SIGN 240.00'-B i5 .E;1317863.3182 +: � 3.LEAVE GAPS BETWEEN CHANNELIZING DEVICES FOR DRIVEWAY r F. TYPE 3 BARRICADE �J j'• I' _., - ACCESS AS NEEDED. Th,, 14 p WORKSPACE o I% - 4.4. 4.CHANNELIZING DEVICE 7 I. -SIGN LOCATION S 1Q c LANE EXISTING 1• 5.REFER TO TMUTCD FOR DETAILS AND SPECIFICATIONS ON TYPE 3 ,. a STRIPING I wr r 14 BARRICADE AND CHANNELIZING DEVICES. 111 m, :?.k.‘..-. X�N PADRE ISLAND DRIVE I ..._, y 1 FRONTAGE ROAD yyy¢ .». �� EXISTING SIDEWALK 4 \ 'u„ '• L'4 S ,(; y DEVI7.E ZED -. a 4 ..+-• 1 0, O\\\ -RIGHT LANE CLOSED 1000 FEET'SIGN T .r e DEVICE :•4•p+=4.wp.,tw.rpp`i!, r}r�'�{.MOW*" O. \\ N:1718TI60.43A BEAR IANE p 9 t \\\ E:13113376.6600 141 + O a 7 •RIGHT LANE CLOSED 1000 FEET'SIGN r. - w1_ O / \ \ N.17167719,5771 Q;6 O 0'+4 \\\ E.1318331.1223 1 cc S;...Av. WORKSPACE \\\ E g �w I y;AA iG44 \\\ �7 R Ur ••ii X.:•4. •'J..JO400Pi \�\ 3 1- 4i 1•••••4i r••4.4••.••••i•••••••••••••••••••4 Z !10••6•••••••••••••••••• 'J \ \ • } •46,.0•••4••••••••••••• B \ cL II Os���:4i�0.O%••ii•••iiiiO4.4.44o \ �� �� LL •1• • •••4444•••••••. D. \ \ •RIGHT LANE CLOSED to MILE SIGN \'1.-• %l •1 p�O•i°••••••••••••••••••••••••••••••••••� _ I \ \ N.17166569.147] "2]+•C^^�� W 111444�1��4•�••••••44•••••44� k \ w,E p1•MM1Y (Z' .1,4.4.14.4• - \\\ Z 6 O t1•.•..i•4. \ \ 1i'4,•••• p ' .e'.:` \ •RIGHT LANE CLOSED 1/2 MILE-SIGN 6th ON'.17166534.9103 j, • at�• �� ',. d.. \b. \\\ E:1319407.1242 1 j \ 1 Jr-442 N \\\ f aly —a E \\\\ PO i R8g 2 lig \ \ 9° g F- w _ Z I ; * Dom o -Oa f 5 ..,§ \ • y G Z 99 ,p \\ "ROAD WORK I MILE SIGN i. a 03 O P Y-_ 1,, ':\ \ N:17164606.1097 Z 0 2N } \ E.1]21149.0342 TC' Digitally si••eclby tna S. U 1.0 WORKSPACE '.A Pottumuthu,• ,LL'0,,S AP 'ROAD WORK 1 MILE SIGN r u. n •• -r _- ,t. or.','mwp ON'cts.Ratna S.•otturtAt lu,P.-. N:17164631.8160 2 •Ap LEED AP,o=CItyo.orp1I\Chris• e.13711797330 oxu w oe`v+1.wv..+mss r "'G '•��_�/ TYPE 3 BARRICADE `44.�..w�,.1:vrct,•+r ou=Development Se ce6\\ f 00 �m emall.ratnap@cctexas ,m,c Y -SIDEWALK CLOSED'SIG CONSTRUCTION SET C8.3 K 'i, IMAGES FROM ARCMS 11!11/2017 ''� Date 2018.032215:43:36''00' --- ----_-_ l!U DATE 0 310 512 41 8 __ • I REMAINDER OF ,!'' AC Tom+, I IO.00ACRES DOC. NO. 200'• ` 9i •a, DOC. NO. 2015002942 D.R.N.C.T. D.R.N.C.T. (OWNER: CLIFF INVESTMENTSINC) I w �,,.,, (OWNER: SM&AM PARTNERSHIP. LTD.) , Kw.b, ,,, ,,,,u,a I ___-_ �CMdC Devebpmm� 2.095 ACRE TRACT DOC'.-ND'. 538800 D�R.N.C.T.`(OWNER: CITY OF CORPUS CHRISTI) .ter- a Pon ,,, a • til rs..�a..w.«.... .........‘...1...;:, 1 ... a .. t i _ _ _ �_ - - — 31 ppfw..ta w.rm ra n 0 OA > u.a —.a ....» ....o.a <» 1 a ® ` .e PRIVATE>9CCESSEASF.IQENT �3��. •ae MP «ao na a.a as r 1 I b PA- PIS •••'• ;. '�" -N"..eL.a.11.-. .-..-+r..l Pt.W 14 11.114,1001%.04 OM I.mmi..u k SIE E p'a LP! ,ll',,I .MELM;;Of..30./M VEl gip! L.: ,.,.,_.n n., _ _ - - - - - — - cn in z I' -- S r. aL>J (AI LOT 4 ?y8 C 7 Zi g _ 'I - BLOCK 4 C 5 .,2u ��; GEMINI SUBDIVISION a 6 '_ Cr :1 \\ a VOLUME 66. PAGE 53 i W° o°6 . R� a I— $3 I �I M.R.N.C.T. i m a'ga R‘ _ 0 (OWNER: IDV NPID LP) . ,^LL a p V *;Ik CONSTRUCTION SET L C9.0 z lr7 ' II \\ DATE: 03/0512018 r o >e *heels I MM 05.0010•:00 PM MCY[001702 I:\MON\I700119\G0\STE\9KET\CO9\C9.0 STOW NKR 001/N RNL5Y0 r MATCHLINE 1 I7. II r •• r I Ili ii1 1, R`e R' I( 1 it '�``� I 1 _ I II 8•S 1 ._1,i II I $ i I I ! g . - 11 I I I. •!: s 11 1 I I I$ - @ I I 11 I 1 II I I II II I I 1 NI I1 1 H II Il 0 1 II I Y ��A II o I 10 1 cc, I nA I 1 I I 0r)z I rn A00V I 1 mm� II no o o�•Z IV I 1 i 0O z" f)7'c I I I I inoA II oa I Iil m > Ii II Ax, 1 1I I I r Oo! 11 8 I Z N n Ie II 1 I �� II; 1 1 II ''4 I . X D it I II In I > I1 I I 1; I I I r III, I 4 1 $ T 11 yt: I „- ¢a. 11 A . I 1 I III I eai i �,��Ir�: - --I--- _ _� - 1 1 r Ti ��\ \\XV `` \\;; - - I1 �_ •:.... :1.4.-_=__- �P�OG - PGC -- r-O - - ; ,.1:/"•�,�.*'��— _ - ss 5, iitlt:y�R°use i.11 :i f I ,--...a." '- ,,.,.. .._.,,,,_,_, �E _ , g h� I H SCHOOL 0 '0 E ' 1, BLOCK 6 >.1 0 !g PuFARM BLOCKS 57'-•z m 0 i LU' PAGES 58 - 59 9{ '.;l N 4.R.N.C.T. F fI j!i Tn XI I !s 1 / :',i i¢ {:4$$ O =. } € Z 4 1 'Itis a x ilfMt —{ / e1 q- STORM SEWER UTILITY PLAN(2 A t NM `�T�U�r OVoltX,C,.5 CMEMENSIMB SO OF x FIANSON ii--,) C��� PARKPIUPHASE 1 PUBLIC 3 1� _—=— Ilwwll P.oTn.Y„Ir s.m•.•me ys, Q IMPROVEMENTS Cp1.CnsgT + • .�� IDV Park PID,LP CORPUS CURSTr MUECES COUYtt,TEAS Caw+CNn4 Texas TNt I - me- - It .57:=7:,r''' 1'' a I P I »rncs nw.moca a.w nz.cMes I i .cuMMnr nor.Ma 205752/39712 ACAES 00,,,..io oi.axr.a low purr mu>:sranls WC) Mx.:CUW..A.'S mc) Ai N +u mm0•4•1•ww••maw ! 1. 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I7•00 11.20 11.10 11.4 11.4 I..4 1.•30 14.40 a 00 GA 4. 4. 0•b o• 90a5, 1•-]]j E OFFSET a COVER,SEPERATION BETWEEN WATER AND WASTERWATER MAIN TO MEET CITY AND TCEQ STANDARDS CONSTRUCTION SET C9.0 L DATE: 02/0812018 100.7 O 'nn 043....0 COVER.4•4 PAVED AREAS UNPAVED AREAS , a rMr...aM.O4a.w.M va.or, r,s I T rIOS.TET FOR STREET I. • �a,w.M. 1-"M N SIGNED TO M@T AVNTO ,............„.........•rM _ ; .Mw -pY�w� MR..n.. w�wn �: : .w� wmw..a ,DRFn� � k r. N.FRAME HAVE let TO M..m.MNMnxMmr ;7 r TN 7 —.<_.._. w,M, . .a , ,�DN.Rw M LHNE TMA I IN ,WEIGHT OF SO 1 4...., t��:�fltj d��:�P ` .wwM..rawa. {�arrww�l1.511. w�. I�II��rll t/I. ���l\\ FRA4E ELNAMN NEw t Mill ��\�\C�/\\�\Gp�/�\�%\� waea 6i EDGE OF COVER ...... } E E x Ir NNGO uR) �1 yrs air . RpBIrvP) .�' WV11M Fr•GTAC 1.NTq 25 B a� ` x ,mxr n n ����� 11GR1A ONj BEARING BF I .w...�.� fin,.w r.e w,. TLETT N fi �� R.T PIR DIER rEG Fl H�RMnI G w.., . ''="':"'"7.e.w..,"aw.r. ...M.• µow HOLE N � v\ / ? n,,,N MANHOLMOTTO E FRAME AND COVER DETAIL ��- \ / ��� '"'°n`rM,— STORM WATER UTILITY GENERAL NOTES w_r'�—� ; \ r \ u�",a ra,o Pna a�'•fa•wrta STANDARDSvA.MANUFACTURER RECOMMENDALL BE IN TQ E WrN INWSTRV a 2. KL 5 SEVBA SHALL BE HOPE RD AND TH T EC TM ARDS, Q ` \ ; a•w.ur.o....wa.e..ocrw _— , STORM IS VN IN ACCORDANCE vain THE N.D.S, Q D_ ININNOIN DETAILS.AND PRAf.LICES WMIN THESE CONSTRUCTION ORANMIOS.AND — KKL TRENCH BALKFlLL SPECIFICATIONS. BE PLACED IN 6 LOTS.MD MfCHANICAILV f0 .wa.v,nwe..arw (r(14 ,---3-7;`, I' " ' ce ACTEDTOADENSITVOFNOTLESS THAN95%OiTHE MAKrIA4r DRV ® du oiw:.%"::��;\ \_\ ::::.;',:r7::;:".::.:=Oxw.0 N NS.D-EBOE TE ASHTO TEO BY THE SIMOAROPROCTOR COMPACTION TEST 0 S. TNN G ACTOR SITALL OR SMALL 121 MINIMUM CL ANCE AT =."'".2:." •mgr_ 'r u d•�A..-.7:41.r.------ . ALL PIPE STUBOUTS FROM MANHOLES AND INLET LEADS NSIBLE / ae.vt „ , u wnwrr•r,w,e ARE -- - `�� w�wlemi.mnn�.rrFr......crn Noncom i000 PLUGGED WIMS BR CK LLS UNLESS OiNlRWSC NOTED. NiMNMYO —t "r ,wwrowrrerrnww«narn.ra AND WATER LINE CROSSINGS. STORM SEWER ..Fn.nrrs. M° vAfBN 1111=111/1‘,0411141 FM= .rarnsawureawmauM aFsry 4e mr T RESUAND LT OF THIS BE STORING ANY BACK SLOPE DRAINAGE SYSTEM DISTONS TOB A8 A x ALL DITCHES SHALL BE GRADED TO PROPOSED ELEVATIONS INSURE tLNI `_1111R111111 \ u wvo rnw„w ra AccomANN AIN 1.04.,@UMW; R..wr�rew.M e. KLROPPT OUTFALLS BE PROPERLY BALKflLL[DANO COMPACTED. ALL DISTURBED MEA SHALL BE REGRADED,SEEDED,ND FERTRIZCD. l�tl\l�p `�\/VA''? t..Wj71� '� w.rPw...w..,.r. rB.iNucriuREs.s SMALL BE LOCATED TO AVOID!MONO CURB watt g i ER.. .""` ;' -4* 1 4‘././‘ .//�\ \fJ� r, .«..,,wa.,r.eM.rr..r®w...e,.r,a..aen,...,.rr.. •B $I `Z '� NOTE'IN THEEKM OFCONFLICT W,IAP REGULATION,N,SPECIFICATipv OR rrrMewtRw mw.rme.wMMwA 4mrmrrtw/MM.M DETAIL THE MOST STRINGENT SNAIL BE APPLICABLE TYPICAL PRE-CAST CONCRETE STORM SEWER MANHOLE .....amRENNE,...rw.Nm..mr.r..afre,m Hr DIwnO.oMMrnr. �� I3 w,ENKASOV i CITY STANDARD INLET 1. 0400114 SN•O MANICOLE RING ANO R ,.T. wPRA,ION COVER d APPROVED IOJK 9Ln NSRpp '.Iw. -7 ,�' *50350 CASTING I.� rI RPE�MTFaR;x�GD Owa�IScgwiroRAwa1 wEwTrr t.w u'^SxoLo rp550OA 5?CT c]]:,.'ST,MMnowucrC*W .'m.m,eTO w rw� .7:%..r fr AMER PTI•.r "VAX _ �SAri ]-16 Bu15 O A'O.GLN. +� -- wi TRENT rEN TO E TI FOR SEVENT IAIGNIATION OE E 1E93INE R ROD ..Or. rmo.s‘NIEST To 4.w ANY MN SrAMMRO PROCTOR AREND M F [,I,Y CLEARANCE „n i:mGElf� • - TH.Of... If fr .ORMMTON EII.INTION,IRE DEN.Er.NEER DiE 1RENO.MN T.WY BE STABILDED 0.0 A OFONAINE WENN_ 21.CEMENT•DONE fal.CIN NATL.°.sMEIrt P.cwlc YARD of e,no R l /(TVP)AR K MMOOREO FRw.TOP O.IM roB04704104.ROME PAVEMENT NI TO TOP OF R.0 PAVEMENT H'.P GS. g I 1. Z ,.$ ERPAVED AREAS UNPAVED AREAS u owP *K«•INN s,xwe.vR«Ta gg .� 1 r r ,If F A.GE I 1 i �0i • .C1,110.114 2.OINNIVEN BARS• cOV. e_..,mw� R j " —.. .- A•r1.1.mMAraoN�a Act ATM were STANDARD PROCTOR • r.. HwvoMu,EACH NAV WAIL V i OCE•EXCAV re S .?' OO,w" *,O, H.6 O.M6,NOAAOw4«roR ' § 'rIPEMnFn INTSnELMwT • POe y ii14 ' rMBEB —Lt.. g N ..,Rr,.,r.,r.,. / `" r.M... ; TIw.4.•Anx Gs.4 srAMwxG PR«rw WALLS ARO BOTTOM gym.. 3 2 w. m ra r s CTawRm.NSLLINrMP ,Nx'A•nEr_.MBE IN AccoRom.MR !•+• -- ; a�TMrmAne VMEB k,.: ! ;'A% , =:-..7nN;,,,. •vEHn65INaeEr4.DT RAY R[WpE AMT..coven 0020.1.019.AND.ryASTMwnsrAMceo PAH00. ...a..Am1..0501184 $ M IY G � .':_.__ . i.•Aly' C^, m Vie; _ .. MS••-.—.-= E 3 a o m ` _ wP550551°LGGER.. ,Er �mRwceG.METL. -I..I ^I11!■1mon na _� #$ ......s VANES . WALL H4.13E1.14 PON 0 MDT MVFNwBEu TOY 6— _>? 3 �xnumE 1' A Y I B rw.S..ww. UP TO 2A- .r THE CURRENT EDITION.SPECIFICATIONS Ftil CONSTRUCTION MO 0.AINIINNICE CS mYe. !TORN alar N w e o¢z n 4,410." Ta .. PEf POE N f A• V. :� � Me ,. _ MEAIAEOFRwro a NM T011011...a O wwAYANOOONELNTG Irl c r su ss ^'� +..M ,LTMcw EOOIE,EG,BARBw.M.UCAA.E TO NAT.IFADJA``_"NT70EAVINCC TTHEROs:r ES OND DEPTH Am RENFORCEMENT UN' .,r 0� D• • g I..x t.° .,o•A R mw en.AO 0.110.9......10coM SOTS.rOMATw STANDARD JUNCTION BOX DETAIL s �"""'°° "a" CONSTRUCTION SET ^ Oleo 4. DE,aRAT.. 1, 9 S TYPICAL TRENCH DETAIL FOR HOPE PIPE •., RURONNUNa ouNlRa MINE EacArAraNAw cam,creo,oMATCH DATE: 0310512018 ` .ea,.,M,. \ . tIAT VAII II I SI1IING ce- ,.MSS ee"" nC,EM N:nt.-• e t U. I— : I 11' I.....e,.. 1 1 I 1 1 1 "� FLATO ROAD DETENTION POND SIDE SLOPES Mr firi - I ��� — — I I _ ,o........,,,,,,,, .a.,.,,a,..�n.;o g DETENTION POND OVERFLOW FLUME SECTION C g I I I DETENTION POND PROFILE " 1 in I I I er..VMS MATE or .eb„r•..,.... .�....."'''''.e„ea.”' I > ............ ij 1 ...RANA A TL 1..7-OwMISTAZ__.1--41 " ...."''''":272'...777:7":.,":"=7F,":7:47.2,:::: "i II lir,: OUTLET a`r o,»,».. .» a , PLACED.In ANT" Ae,a ,.„,.. , , , _LL ._„„_. NOW ./N t COLLAR / : I:IETj FLATO ROAD DETENTION POND f viliP1 ... olop 12.02' EWING Phi AND SVEISPALIE Ak, �, a = p 10.00' OF 1----..tillit I--,°°— <O -J^- — — 1� '_�/,I' _ r+�E]x+c cope CROSS SECTION GV w`e 4 LLL W i» —— 1110.00' �¢e HEADERWALL g OVERFLOW FLUME w e o¢° Y+:,,%',.' N. 1893]e.Dl9 CONCRETE ,M'-:- D09ttax.slpnee W wma S. C d f z k.� N;7;193,7°,7, :1370718.990 IM Ponumuthu,P.E.SEED AP C� ¢_U ,„ -.132roe].043 =:.7,7:,""'" DN:cn=Puna S.Pottumuthu, O Q P IEFD M,o:Dty of Corpus 1- d Christi ou.Deeeboment N R gccran-n-w:;nu. __=...-,.,"se.... 8 8^', e FLATO ROAD DETENTION POND ®q„ 41 STANDARD CURB INLET CONNECTION DETAIL <=usmal-mnap@cne,as.<om, CONSTRUCTION SET O, i� +-,aoa• 1 Nor rosce� — Datc:o,eal.nnsez.-asno' GATE. 0 310 612 01 8 N. 111 —�0.144.02341 TT h CCPASD PASO ,.....1.—.{----PAVED COnu.1V,,SMT!1O. PRwuE NEW OwO.CORK.M SIM.. I ,4000 OPu6: SEE PENS a SPECS W4 PROM.NEW Roc.COR.A.SuvaESS I ROW OP.. SEE PLANS a SPECS HDR r STEEL fa)INFLOW MAWR. I WOWED 0x001 STEEL(SS)MWN INHIBITOR REuuwED OASETER MANHOLE REQUIREMENTS i 3 MMMS or W J FOR 10614T 'Y PS COMMIE ONTONOEE RMS FOR sow 1 I 3,00DP9 R�YSOIKEuFM COLLARONCRETE (P PIPE DIA111- • Ww01 DIAMETER wur,�ENT.T-E.B.) I -/.Wel rsOvecR ' Ir<ro sv e' AME cd.vR,[,O TOP a,AP`EEL•,�' PLACE cCNUER ro G.y��T1 I I WTc»FweiNt ]T•<ro S.D' i S A� i�.a �Mn I>•uw �..+� j \TT'F.`S ET . rw-tr.. �J Timms. uw - '� .�"�" ° �I ee (; I FAUL R�xOT01Ry—7,-. APPROVED COATINGS TABLE ] \b K O�k°'+.Ro°° a.eu ��..'E'A"s °c � S - m 121 P,xo usExRwrAcrulRRxaocL NUR��°TETE; AIN`` °S'. .Pr..wED e ss wiem°inw,.�axr 4e,.y o.J .4 T" ,"'er „Ess ^'Ertrreaixnea,'vsmcEwu.riiaiRTgn �� v�°sP s y'.: t.D0 1R.1 nT,L "'"' vJ D`. % EwswSEx CPSW S+sRNwvcxosSANG(Itt V� `°J `d MN.iIES,R..ov6sw OP MMIO[ fl �� 'a b? G1� \ rNEu B.FILL T SFlERcReO,aR P.pCYRC m.u 1" NE MST..c PONCEN1 BATE .�v<a.i c.BT..cs e` n•1 imTO S.SPRa�nr OR BaaTm AwrV'''''''','..'.'1'0 C L J y,�yS,yL VAE.'"'"E u ' '*.%411,Z:4 Ofx9h ALL CONCRETE 4s.KE4 4gRae such a MLLT 0 ,� 4 / ` - soa:, ME S'7 a -� wwz•.m iciox A O,. MA,DI g TLo»wE TE BrN \ v ''�"` sEc,Or':TN"�`.:-.Ts u'i \11.s"A;xa,' 7 it BE so:e INOS""" MT LWP STR S mwB) AOT I Q S bw..L ADO. V SLOT , /.1-/rt. '''��'i nm n OD nrs) 7 0.001.0 ADOR�'^'.R \ ! t: Rmu O n.`\II g..ME ., ..„,,,a1OP I,m Ps uw s x wvsl , PIPE (� "Ws rd R"„ww D mc.r D' 140.• ...e SPARC 4.14_e NETT iRRRwID I.cNos) �j® a° .Ra rnnoaTi \ j % nE'DORM.B. rig O ma.IE c 421 04 SONE �1 ORM.EAI2I a s.3 4. G / D.D.m1 1.001AS p(1 PRESENT1 r.COt o,,,,2 3 a. \ � . 1 ,r U REaRRB ur.Be)O`n 4t �0) r +r E_ a• cRae..R1u e H ': 60APACT TOP is.Cr suar....2 To CC""F WE s,UBx TOR DEE AS.Owe -\\-t \:Y\S."-Fri•. -e. �rw mm�u as :-E.BJj.B.PSi�e.�I:1�_ 's 2 m N.s Ow mwPNPOCi MOISTURE AMA MON ��� \\!ice\✓\�v .T aws a o • FIBERGLASS MANHOLE e r COX06 a e co. a2=N Or,O AE CONot NCRETE MANHOLE ,g41.1.-;,(1. 41AS.-W W ill l i OM.SNx1 te Mo. sz SOODTO TOMm.� = U o E I! s 1=SN.PED x.M CONCRETE CO.CAI* IW T--REIMS c a �o0r:norm •/n r »_ •" FOWL O le PROTECT 061.0ox061.0.ro mi p xx»w.E PALL(r f I Or ■ _ E RE:x c Or AR.R1a PPE ,�nn, co C.CRPa PNC' , P•SEIM OR WEER"T"Er xn�A PPE II r 1 1M-�u" it V �/• P=....;\ 11 PME �- 1� �� PwL fRPq Trssu \\;RN,n .., A*w✓. CONCRETE ���� S.xw .I 111 ---111 \\�\, U"^D AIr a nn?'� PAD '0n'wart MP.) NUET`. ,�, •_OP `\ or n...ORKE STK.4C*0500, CE NN14 50W.STCS. / V TMORCEi lm0 PSI ABB_ .. ,10 REOaem SUL ASS...?APPROVED a CONCRETE PRuacna+ (n R € AR1.RN,.(I 0014 w W mllu�E\� J V :50Evl A:EE) ESS R4 RfARK rBAf 20 Q 1 WASTEWATER MANHOLE(BOTTOM) PIPE SEAL DETAIL T. ) y 1401 10 SC. .S TIo� Dor TO SCALE BMWa g* a i Ti MANHOLE PROTECTION IN UNPAVED AREAS! pg� rr � GENERAL WASTEWATER CONSTRUCTION NOTES: (CULTIVATED/SPECIAL) q VI 1i./ 1 T»1. 0010 ., T R 1»E NOR.wU MOT 1O rKE 0 5l_a�`,'�� RREC10...YONG 66114 0U11.1 RESEARCCH MA.0416 TO BE TReRrrtcas.D..R.TO uaSiwE TIN E T , NOPE u L�L7 � IN•.CJ -PROVIDE INSTR.. _ �A"� s- 'eapN'oR s eMf1Ap�"`oee R.w,r MAT wx�,ME PRurc°k..NLExm ouREINc`TNE MORE aws 0r BR s• (ie-'uv`) D ti 3. C.,PKT.Swtl.ADHERE rOsl 101.0 TCUVTCuS PER m.K CHAPTER 317 _ FW- \ ARO 1140..WEFT POM . NZJ }•••INC `.S BBOORA, 1 THE CONTRACTOR G RESPONSIBLE FON ALL MY1X C iI1G_414 MUST 1414E_4E TO r.1. - I - , IN a /A uvPaw,wR,t CONTROL c5(uT¢D). � \ �\ �- ___._. •y. 0 U �. MANHOLES 5»41.1.BE man..[WON 0soo~ cN;r. Ts. EwBNxD—/ a `r.RTN ^ coo a wro. BE 6110o. GROUND c •.. ,o `PM .NR T:*c NW PPESSIwE uNDEP ALL C0 D.46. �Cnesssuss oao PM CONCRETE i = m NT. tLuluagziaa T x»»a1.NAu :R B,.w-TOO DTII IN MOVE 1.2 (PROT.OMR 8 USE SONDiOSE WRRNSTOP SO 10Er Slue BEC 0 SCALD m x SEAL CASKET cOK0011 COU* WN..OIf� 505)11TYCM J-/. /•0 2U 5` . M a FOR SURFACE51.(ROCEOuc[LES. rtE ,0..DON MTBE PRECAST.0400x0 I ),1P.(14011.) w_ !�Ii,''''' 0 A BAMS M.T OmI.E BON NRR R[SrRA.A.S. l 5501 oN�wr,OR Swop004 0125.0101 roM075 010µIIXETPO0 CONCRETE I PROW 04,40.AO u Oi iC ALL FORCE IOW N s BE No LORE IR».s rR.040E N N 0aN 5141.0 n0x OR OD.. SANTACEM NCI...00001 :Ir.,xron.5 0.,AND x.1401.0 REN[». MANHOLE PROTECTION IN UNPAVED AREAS a N e. FOR feERLWS 1.0.KKyS RINI.1E141.0.11 DOOM.BwEAC 10 Al WNO ACIONER Q 1- . �vl FORCE MAIN DISCHARGE MANHOLE DETAIL RN ..R NB a BEHAN 01F ALSO BE EKIE.INSTALLED (RESIDENTIAL) $ II' c y.a NOT 10.'.NL TO SCALE S 002 IW0100!/ N 6 U a i' S 9 CONSTRUCTION SETT C 10.2 I? DATE. 03105/2018 l/ t -- n 1T 11 06 J I L a wfl SRF NO. I. n CWE. n,t DE Nub D.P.W.,aLE DNc,ER. 1 NUISOETT CWT... WOWS.L.LOCATORS.SSS. C 00.NEWw.Mn NEEDED t0`REEOSSITATE r). PROPEIE NEN RING It COVER wiN tARRESs� .C.F.3-04(PR0 2 u..e14C. NO 00,14E b'E OR WAIT. l; iI1 4°"3. MOSDR.O.NO ALL GROUT MD IRE rR, ALIODE MOO MATSS. 1 w.L.10 LIC OAD MO RESW[ p,R,SSt� -/111. 4111111..:. NOME W.I.10 MOSSO IWEPEI[ FACES WM:APVR`CHi5 i S „.1).41,1,1 .1).y,1L}1 m= _ ). CCeR��SNt n+dN15 de.01 TSC`i wm SN u1C xwC.xE�..SNul mOnK ux CORBEL CORROSION 9 "�."7 N-m d RA:frr a le 3.wR. E T17,'.5,1 N. 5!x OO.RAORT a FRP Pi Pt LS(RLT ON x BCMKS OP Cl. , OF E.siNC tam.. P. E AROUND COSI USES RIN SLOE ROPE.0.04.1SOaIi O fVfwr CEUREr cTNNRrE4 BACRERt Ly.:r. •�Ji S b J (,3 SCRS DE CEvtwi/nl T"' � _ (mu Loc iuts To a wronfo1FB or woof.ctoot b111° '� ...Oct DROP 2 NSOE PN..AL. -.aTsoFwls.ARE O j•:_; C,Imx IF MORE I ,•> ooNrn4 wN..EL II 3KY L-i TUN�'PROVE nanNi (wo-L a coRcann �c _ \ R I.I. CAREFULLY SAM ro coa FOUR r ni Rim noN.xe nu 8 • ( •. 1. Y-r S� coNREcnoo No.4P.-40.11 �I \ ® a unnr DEPARTMENT L F.u�..,ION..0 p SEAL DET. mow aRnL a EaRrt NClop SEE E PPE .ES �".ssEw0.rEMIcji w �an[rtRJ< "�"N,NE N A.a �\ o PRo�,lOE PIPE slueIrl N MONO MOO To"Ery,ME..,:«::`E `eco-IIKNEcr�.c KCK Lt OW PUL I.wR211.P. ....(E)::••.:= 6 4RE R Tr' PROMISE x iii oR F�`IF on4...AD B b cII,Ili UImK ERN Y-a'OFP,N DE uN e(xEtl1 SMEAR MOS CC... R uw L 2 v, NO NMET OL.ut smxc C.Ewx PROPOSED FIBERGLASS (g, in E �1 2 sour ry>rilroen.rPna.Ro Eau.Lr RESEW uRniG w for w+ EL< p� - ill A Q CONCRETE .. .S RwRED �L )C,W IN KIR. E FOOT 1 P.n..FILL ROAFRP INSERT REHABILITATION OF EXISTING MANHOLE FRP INSERT PIPE SEAL DETAIL o n NOT To SUSI MOT To SCALE U I. (II I.A. ''''"c"' ,........,,----3. ...,/,.,, 1 /2-,FrnR. i� �(])R /]-CLOSE4 PKRML[s �r0 U /�w.CNNF CM[CR.mE MORIPLAww.SF mrvrR r,'•> O >'r~ IAF CONTWK,O SECURED A MOP.STONE.STS (S.S.)Kt.OWN. TS • W1 !i rt 1 D.ui • TO .ii. \ ASS!•TS,S S U.w'RP,``OREEXCEED.LL Ew ENVAbactfm SSIAM.. OE}COVER PLAN VIEW �� FR4N RECrEwB Lw,ERP.,.E C4N,R.EnR,I..LL PR4`wL LENR.,<.,bN -� wr,B xALE // I\ ` J Nn;os..srE s,Nwwos.mE iNcs ..0 .ciuRDbW � 11 / aEu oPFRRc uuarAc,BRFe(I)CASTINGS R near Rxnsra E I— �I tic OA NEIOPRprt PFI,PANS i —— — SON WORKS P-i,w V w V.., Iiiil ,J i SE CASKET ��+ x.. U.S.ra.aR, ERATIE-P01 un g %- - - �� § MEEK.F010100 R_. -24 O ALL C U VSt ON FORKS FRAME-P1420 .WF TPCR C. 0 'C Q m i PER W EINACTURFR Kn.rOUMr DE- 12x1 fit.E.-0021.361 h N W f V 9 N PG IIHRR'rCRRER (2)tNa.'WIb/m COWL(140E N INCCOIBR srul.BE 10 OW.. I SKIT of M M.M,MM.rot,VANRED p[Mi. RECQJ ROW:1%. W J I a O� a SECTION OF RING&COVER RING&COVER APPROVED LIST ;e x g"a Tor ro SCALE € ZZ ;u OiY MUM/ < < U a I. I. CONSTRUCTION SET C 10.3 3-F DATE 03/0612018 l� C OISTR RrS WIT WO rPROP°° rse,c PROI APPROVED ARVs axia<eR`REArc`xrsAPP< MER HOPE ADATSTIgnit MRCSRUN ST rO•ANG STEEL` .0101•0101101i MOM WAR WOW. wEns<..arat. (4j uu 0-023 w 0-02s vroRr - --,X(T SRi�P�\L'C.-R.,\ i • -SEC UOOEL RM(SS)PPP Lee 3SS- 02ALL STOPPERS KOwl MOM TORP TIGHT sill M 16•011141C YU.144 00 to 666 EPSVM TES..PRCsLM ERTSIING 10 PEWA F eWWa r PVC ER `a iE � rE\ ••••:14V411111- SEE aU+ WSACPn3.t.sTea � p �µ ; d CEl[M ) RGu E -i ARS)TT, - DCAVArzE3 EPE OS. e.3 PK GP .'-0• OR Iii _ II EASE VPER METRI ) '< I'i 6ap E: j ,C.tiL,�oLL�anA rn R<IMCOLMS TR w0E 5-0 — ERG 0.0olloo a. Ifg I y21.02.2 lo s R P.. -'1 CR..Stag FOR 01•40040 ����i _ 1 1 - o®=rli /sr 1MUM E iOPRATIO, � ,000. •on. '-• iii J `%V' e���„i \1 3.-';-, ttuusEnEss x<x n.,ER r x °..,A.r.,r.o PIPR+G FRONT VIEW '`A0O"coxcR SIDE VIEW R—^ N Q. SUPPOR,ONLY MULL 00.4.1 cf n ,is- rnw<wm,,ER AC coosTo rcROR KARTS x i_o- a o LEVEL U �;°xPACTT°AP A „" "° tsx o BOLLARD DETAIL DEEP CUT SERVICE CONNECTION II A <n v I AIR RELEASE VALVE AND MANHOLE omen x"" "`COPi"" NOT'O SCALE POT TO s"<L a iIIII-'W 1. 1 11 I TO SGLE z. L.- - i� ! ill O0 7or OR°SUEZ SERVICE CONNECTION NOTES: ii %{r I. CONTRACTOR TO E SEP=E c00 0450.,.w a � QWot ,.SERVICE LK OUTSIDE EA TT AS°SKARNRAROO L. J IF RI,TT PILO SCR AO PVC i-,n•oLL b SHORN OTHETORSE IN TIE PIARS. PROnOC SERV. Y R '1- Rac aEo MIA - RA -P,C»Apron v.USE UTIUTv S/,-(I ' .�- - ? fr O`ONNECTOk SEMPLE USE PvC PSE OR TEE A3 OPxG,EO AT p ++ o a S i 1 i "' "A"' ' scP o IM Eu.xSC CE °GRGTER Tx. PK Q e��I Q r_>/.•or o l}E. (,a �z �` i A. ..ur REp1wFp S. TRW Ux[.R<E A.LING SO',uY.6' II Y��1 3/'• ,e=o 3;4 G P°�E� EEK K.K.,.WO �`J ��>" a �� � ? V! .xu SR 1riY�.�C O SY `o LY SA F Or xrw vuRES /� K W$ i l-a•• iRJ • �. 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N..0O/1W Cw007N2WNN1Y 7/C .M.SS20,1002,01 WS.s v> .0 4 elan n..sod.v Yin) I \ .f \am , aa • • Meou. . d12/3 1000.1100003 1000.1100003 u1000.1100003ViuJ Warr� ww � +a mar ..,.x301 Iwwu. N aaux � b/s124.0, }.1 �Y07011 . lars. - w. m.M. Yr ...n a•CO I .......k.•"1----1. l.,sal . :I i.u_ *moo anra.v .,.,sr .l./ ( .l av - - Engineer Estimate of Construction Costs HANSON 4501 Gollihar Road. Corpus Christi,TX 78411 for Repairs to Sewer Line Engineering I Planning I Allied Services 361-8149900 Title: Park PID Date of Estimate: May 14,2019 Owner: IDV,LLC Hanson Engineer: Craig Thompson,P.E. Contact: Tim Harrington Hanson Contact: Address: 10375 Richmond Ave,Suite 1415 Address: 4501 Gollihar Road Houston,TX 77042 Corpus Christi,TX 78411 Phone: 832-500-5203 Phone: (361)814-9900 Email: tharrington@idvllc.net Email: cthompsonhanson-inc.com BASE BID A. Sanitary Sewer Repair ITEM NO. DESCRIPTION QUANTITY UNIT CONTRACT UNIT PRICE TOTAL COST 1 __Labor and Equipment_ __ 1 LS I $48,000.00 $48,000.00 2 'Bedding Materials(gravel) _ 1 LS I $18,750.00 $18,750.00 3 [Camera(televise) ^_y_ � _ _ _ 1 _LS I $6,000.00 $6,000.00 A. Sanitary Sewer Repair Subtotal: $72,750.00 Construction Costs: $72,750.00 Construction Costs at 110%: $80,025.00 f��P.. TF �4,% Digitally signed by /.fig William J.Green,P.E. /* : �, ••**+'I DN:cn=William J. / Green,P.E., r CRAIG B.TH0MPS0N ,, • 1 e re bV ,.,, o=Development �( • 89 496 :Cc/ Services,ou=City of V• , !1// Corpus Christi,Texas, 0 41 email=billg@cctexas.c 141 '� •<ICEn!S-`••..0' om,c=US ���8/0NA1-��s Date:2019.05.31 '� 11:03.39-05'00' `\1�`��ti EXHIBIT 3 lie61 CITY OF CORPUS CHRISTI DISCLOSURE OF INTERESTS City of Corpus Christi ordinance 17112, as amended, requires all persons or firms seeking to do business with the City to provide the following information. Every question must be answered. If the question is not applicable, answer with"NA". FIRST NAME: Hanson Professional Services, Inc. STREET: 4501 Gollihar Road CITY: Corpus Christi ZIP: 78411 FIRM IS: s41. Corporation o2. Partnership ❑3. Sole Owner o4. Association o5. Other DISCLOSURE QUESTIONS If additional space is necessary, please use the reverse side of this page or attach separate sheet. 1. State the names of each "employee" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named"firm". Name Job Title and City Department(if known) None None None None 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Title None None None None 3. State the names of each "board member" of the City of Corpus Christi having an"ownership interest" constituting 3%or more of the ownership in the above named"firm". Name Board, Commission,or Committee Craig Thompson, P.E. Landmark Commission Wilfredo Rivera, Jr. Transportation Advisory Commission 4. State the names of each employee or officer of a"consultant" for the City of Corpus Christi who worked on any matter related to the subject of this contract and has an "ownership interest" constituting 35 or more of the ownership in the above named"firm". Name Consultant None None None None CERTIFICATE I certify that all information provided is true and correct as of the date of this statement, that I have not knowingly withheld disclosure of any information requested; and that supplemental statements will be promptly submitted to the City of Corpus Christi, Texas as changes occur. g B.Thompson, P.E. Title: Project Manager�k5Si. 1�/I Certifying Person: lsl� Signature of Certifying Person: Date: 3 � (Type or Print) ( f 2O -7 EXHIBIT 4 Nueces County Kara Sands l Nueces County Clerk *VG-50-2019-2019023669* Instrument Number: 2019023669 Real Property Recordings AGREEMENT Recorded On: June 17, 2019 11:46 AM Number of Pages: 49 " Examined and Charged as Follows: " Total Recording: $199.00 ***********THIS PAGE IS PART OF THE INSTRUMENT*********** Any provision herein which restricts the Sale, Rental or use of the described REAL PROPERTY because of color or race is invalid and unenforceable under federal law. File Information: Record and Return To: Document Number: 2019023669 DEVELOPMENT SERVICES CITY OF CC Receipt Number: 20190617000095 2406 LEOPARD STREET Recorded Date/Time: June 17, 2019 11:46 AM User: Lourdes V CORPUS CHRISTI TX 78408 Station: CLERK07 %%%%%%%%` STATE OF TEXAS gp$1Y COU��, Nueces County *tio I hereby certify that this Instrument was filed in the File Number sequence on the date/time c, y; printed hereon, and was duly recorded in the Official Records of Nueces County,Texas o r,\a c; tyyPo� Sl1E�� ' Kara Sands Q Nueces County Clerk /�G Nueces County, TX •••• OK s«<JJJ Nueces County Kara Sands Nueces County Clerk `VG-51-2019-2019051356` Instrument Number: 2019051356 Official Public Records AMENDMENT Recorded On: December 13, 2019 09:34 AM Number of Pages: 52 " Examined and Charged as Follows: " Total Recording: $211.00 STATE OF TEXAS c")�NTY CoO t,, Nueces County * 4. *it I hereby certify that this Instrument was filed in the File Number sequence on the date/time i NO/ I,i printed hereon, and was duly recorded in the Official Records of Nueces County,Texas Kara Sands ,it°P NUEC 0 � Nueces County Clerk /�0 Nueces County, TX sscccJJJ ***********THIS PAGE IS PART OF THE INSTRUMENT*********** Any provision herein which restricts the Sale, Rental or use of the described REAL PROPERTY because of color or race is invalid and unenforceable under federal law. File Information: Record and Return To: Document Number: 2019051356 DEVELOPMENT SERVICES CITY OF CC Receipt Number: 20191213000030 2406 LEOPARD STREET Recorded Date/Time: December 13, 2019 09:34 AM User: Brenda R CORPUS CHRISTI TX 78408 Station: CLERK02