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HomeMy WebLinkAboutC2019-539 - 10/11/2019 - NA 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 Aruba Bay Resort, LLC. ("Developer"), a Texas Limited Liability Company, in order to defer the completion of certain required public improvements prior to recording the final plat of ARUBA P U D (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: Aruba Bay Resort, LLC., 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 Five Hundred Ninety-Nine Thousand Five Hundred Thirty Nine Dollars and Sixty Cents ($599,539.60), 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 7 SCANNED 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 Five Hundred Ninety Nine Thousand Five Hundred Thirty Nine Dollars and Sixty Cents ($599,539.60), 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 7 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 7 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 8.1.10.6 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 7 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 7 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 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 24 months from the date executed by the last party signing this Agreement. EXECUTED IN ONE ORIGINAL this I day of OC+O.,,r , 2019. CITY OF CORPUS CHRISTI P. O. Box 9277 Corpus Christi, TX 78469-9277 (361) 826-3240 Office (361)826-4428 Fax Signature inV3........, Steven Viera Assistant City Manager Standard Form Deferment Agreement 3/2013 Page 6 of 7 APPROVED AS A STANDARD FORM LEGAL DOCUMENT: i ° , 2019. CITY ATTORNEY Signature Buck Brice Assistant City Attorney DEVELOPER Aruba Bay Resort, LLC. 5926 South Staples Street Suite A Corpus Christi, TX 78413 (832) 533 6 Offic Signature Alex H. Harris Date: \k) 101 STATE OF 1 COUNTY OF `�QGeS § This instrument was acknowledged before me on 1O`L \ \`\ , 2019, by Alex H. Harris, General Partner, Aruba Bay Resort, LLC, a Texas, Limited Liability om ny, on behalf of said entity. r LORI ELAINE COX Notary Public's Signature F' ' Notary ID 1:394280-3 M1►Commission Expires Attached and incorporated by reference into this Agree e . 07M/2023 Exhibit 1 — Plat Exhibit 2 — Required Public Improvements Exhibit 3— Cost Estimate Exhibit 4 — Disclosure of Interests Addendum A— if applicable pursuant to paragraph 6 Standard Form Deferment Agreement 3/2013 Page 7 of 7 Lr L"'Li;U V -',r 3C ASEP 20 2011 PLAT OF STATE OF TEXAS g F'' I ARUBA P.U.D. COUNTY OF NUECES ::- STATE PLANNING COMMISSIONThls plat of Aruba P.U.D., approved by the Department of nu e , COUN1Y TEXAS NUE BEING ALL OF LOTS 17, 18, 19,AND 20, PADRE ISLAND-CORPUS Development Services of the City of Corpus Christi,Texas,this the COUNTY OF NUECES day of ,201_. Xo' 1 s I� CHRISTI SECTION C,OF VOLUME 34, PAGE 133 M.R.N.C.T. g s I do hereby certify that PLAINSCAPITAL BANK is the holder of a lien F on the land shown on the foregoing map of which ARUBA BAY AND ALL OF LOTS 1 AND 2, BLOCK 1, PADRE ISLAND-CORPUS $ 1,g,.— RESORT,LLC is the owner,and we approve of the subdivision and CHRISTI SECTION E,OF VOLUME 38,PAGES 25-26, M.R.N.C.T.AND Ratne Pottumuthu,P.E.,LEER AP -a g1,f• dedication for the purposes and considerations therein expressed. CONTAINING 3.65 ACRES Development Services Engineer This the day of ,201_ By: — • /�P l I' STATE OF TEXAS x MRiti�� (►i �\ COUNTY OF NUECES e a �� ., `( This plat of Aruba P.U.D.,approved by the Planning Commission on ._ SEam 1, the behalf of the City of Corpus Christi,Texas,this the day of ' -� f I A i ,201_ �/4:1 r E '-*4'0 Eric Villarreal,P.E. William J.Green,P.E. la STATE OUN YF TEXAS •; j y,A�. ! ,$/ --k' _ Chairman Interim Secretary s COUNTY OF NUECES i� Ft 1 I P, c r u mai h ,.Yn This instrument was acknowledged before me by ,:r rc,.dMr +•in Vuk.�- s STATE OF TEXAS g$ PLAINSCAPITAL BANK, proven to me to be the person whose -; �-� Ii^ t 4 (pno,lea� • COUNTY OF NUECES Z signature is made on the foregoing instrument of writing, and he -vx- i _- -{ a E 1:•lLocAf�ff 1, Kara Sands, Clerk of the County Court in and for said Nueces Z Q acknowledged to me that he executed the same for the purpose and vn_,'I' �• II��-� �T a> ,�- -- County,Texas,hereby certify that the foregoing map of the plat of 7 considerations therein expressed and in the capacity stated. I ' --� A4ctey pZ_J; Aruba P.U.D.PUD,dated the day of ,201 �,�� with Its certificate of authentication was filed for record In my office this Q Given under my hand and seal of office, this the day ofI —I the day of , 201_, at o'clock T y 20L. • '� r� -I 1 • ` _.M.and duly recorded in Volume ,Page a'..r� 1"" A i 1 1 .,.- Map Records of Nueces County,Texas. Notary Public d lT%"~ sPi sI . I —f r \. � I I� N1E •I: t I II I j Witness my hand and seal of said Court at office in Corpus Christi, 1 STATE OF TEXAS �mms '-t.- I Texas,this the day of ,201 COUNTY OF NUECES '""' ° ' @I' , j i I I , I do hereby certify that OCEAN 6940,LTD.is the holder of a lien on • the land shown on the foregoing map of which ARUBA BAY RESORT, • Kara Sands LLC is the owner,and we approve of the subdivision and dedication ,y,,,.,,,,,,,,,,,,,, Filed for record County Clerk for the purposes and considerations therein expressed. LOCATION MAP At o'clock .M. Nueces County,Texas 201_ NOT TO SCALE This the day of ,201_ STATE OF TEXAS By: NAM rn 6y. TITLE COUNTY OF Deputy u) I,ARUBA BAY RESORT,LLC,do hereby certify that I am the owner of the lands embraced within the boundaries of the foregoing map;easements shown hereon are hereby dedicated to the public for the installation,operation and maintenancez SIGNATURE of public utilities. U This the day of .201— O LL ? U STATE OF TEXAS N Lu STATE OF TEXAS Q. U COUNTY OF NUECES By: COUNTY OF NUECES z Alex Hams,Owner ~ This instrument was acknowledged before me by ~ I,Stacey King Mora,Registered Professional Land Surveyor,hereby J vt certify that this survey map was prepared from an actual on the ground of OCEAN STATE OF TEXAS survey made under my direction and supervision,and represents the �' N U on4th LTD.,provenito me instrumentto be the person whoseeacknowledgedodre made COUNTY OF facts found at the time of survey,and that this survey substantially LL on thaton the executed esfor the pure and ande considerations to me complies with the current standards adopted by the Texas Board of Q he executed the same purpose therein This instrument was acknowledged before me by ARUBA BAY RESORT,LLC, Professional land Surveying. 0 expressed and in the capacity staled. proven to me to be the person whose signature is made on the foregoing U instrument of writing,and he acknowledged to me that he executed the same for 0 Given under my hand and seal of office, this the day of the purpose and considerations therein expressed and in the capacity slated. Stacey King Mora 201 . Given under my hand and seal of office, this the day ofRegistered Professional Land Surveyor U ,201_. Texas Registration No.6166 yY Notary Public Hanson Professional Services,Inc. Notary Public Date: My commission expires: 6Herr 1 or 3 a Exhibit 1 T �y i I ¢ wLY^ o8z ZONE A73',(LY 9'1 0 AS FR PANEL 485494 0705 0 / 6'1i t 1 1 i�i i. �. REVIMSED 5.4.1992.. / t L. 1181 / \moi �'I i 1 i g A tm 1 \\ ! N 1 4EpEp�„ ILO�4 /// O ( i � b Sw G� Nf' 1 • N36°08' 19"W 46.82' J Z XYE Ati (EL E5..........-_..._ —.._._..—% .2 S-m I.- R \, h4 � ' �()`' \ / / , • RE PER 9-1P7 4854610005 D --. .---- ..—.._--.— -- . , U y U 2°4 Ci 2 / REVISED 9-17-,992 J-y 0,,2 p� ,C;° /' / 2y A_R_UBA.DRI VE °o s U ° �a• S"E' 'b. // 60'RIGHT•OF-WAY a__�...__ ° Q1/1 JSoiti / /i J/$/1" N66°32'26"W 140.00' A _ c°QP�� � / // // /7..4 _ = - Ia" , t�Io�Sr e o , — € e°° ��ti � /// / / �z/ a paw _ - - 1.111101111TO MEET 1.111111.1 . d 'A 'i1 i�ggp ,7 E // // /� .7..\`� Ax 11.00' : 22m 1200 i1A1 Lm 'i -(. / '/ 4. �� see•uxE 55 Va. Z / P '/ 244',:,� .t` --_— g M A WA ---COMMON AREA / // f 1 Aj \ `��-- \'� p _�ASIBPtlDI DaN�_____ R d- 3JO SF , � / / 4,..f i • '`. PRIVATE STREET T-1 F / $ t 4 IIISW I _ U ' v 11 ZONE'413'(EL9) / R„�'� 'X' 4' /.. A. ' '§e •�• 1 p I. fl+ -N ��Z�m�• (� AS PEP,PANEL / -_. ,, \ \ 0 • I °ar M N>5=2,c, 13 405494 0705 D / 5 � �' , \ ", '''y. I I �YJ y N O O, REVISED 54-In2 ' A. / i We SF W LJJ >. poW>UmD- 22 i/ /� yg hhhy em 6 �y_� 1Lm TLm I µm M /j, ,tcu. m¢°y O S .ve4. 1t \ HL CU ZONE'Al I',(EL 9) / '`4 `� \ ii 12 d Ip I m u t N 0 AS PER PANEL 485484 0405 D / / \,\ _P $ i, + -- - u REVISED 9-17-1992 / . S ' i p I Mem M x cR �� nre: I I uAE Z Q C_9 9 >o asA WiCI `M 9 \\ _, Y\ ^. , ...., • um 1z00 as `/n,B 1I I O / 9 COM►M9M AREA PRIVATE ACCESS 11� _�___—_�-- q \\ f/s yep : ARppRNAnFASF.MENL.tlT I L� m w 1\ 9�(+ -�` - ed •\\�A. g nm srrx°E —1mtro I �i Z \ 9f lF 1 e5Y \\ C u - .•ui Q D ci z • \I °yam v-,,,�? 8\� -� - m o a o \ .y91, C, Y�4 -ero 0th A b F 1 o o U .c /_� W 1\ yFC • 681 �._ oy - ��$ _ .3 -+ro oI4RU Q Y� o M g • ,`O • Z \\ LEGEND >4®I ,. Q \ PUBLIC EASEMENT CROSSING -A . " - \ IRON ROD FOUND L_J PRIVATE EASEMENT v - \ __ DRILL HOLE FOUND _-_-_ FEMA FLOOD ZONE BNDY � S71°24'47"E 290.39' s = U (] IRON WITH RR RED LONG MOORING LINE n y \ IRON ROD WRH -+ �Y 5 PLASTIC CAP STAMPED ono.-- EXISTING ELEVATION LDT i6 -m a I a •NAISMITH ENo.c.c.,TX? µ1L MAP R000H5 PADRE ISLAND•CORPUSCHRISTI-SEC iTON C \\ SET DA GEED RECORDS N '^ O- F O o CURVE LOCATION 1 CENTERLINE OF 4' iy VOLUME 34,PAGE 133 M.R.N.C.T. NI 2 ym ti U 14 1 0 BLOC(SYMBOL RIGHT OF WAY y U Ti U p 7- \ PROPERTY BOUNDARY LINE U_y YYY �1�A-\„ \ LOT LINE _._-.._.....------------ ---- r— �"P P a QQ�/C 1 ° a o c E !I(1 U •' • UTILITY EASEMENT U.E. �EVALL�REEZE § N 7 3 y, \ ,ARD REOUIREMENT-V.R. \ II 1.8 U S 1 -- -". DRAINAGE EASEMENT•D.E. SEP 2�'2011 A \ "Ar' CENTERLINE f LOT f5 D zo 40 \ PLANNING k 4111......NfF.11 COMMISSION o ,..T„ I r 1 SHEET 2 OF I 1 eC ARUBA PUD GENERAL NOTES 4 4,- 5g m5 i'PLB 1. TOTAL PLATTED AREA CONTAINS 3.85 ACRES OF LAND INCLUDING *,-o E y.e Curve Table PRIVATE STREET. d 2- ALL BEARINGS ARE GRID BEARINGS BASED ON THE TEXAS Cum 6 Length Redlus Date Chord Direction Chord Length COORDINATE SYSTEM FOR THE LAMBERT SOUTH ZONE(NAD 1983). ELEVATIONS ARE BASED ON NGVD29. Cl 25.09 80.00 17.93 866'28'35'E 24.93 3 A 5/8'DIAMETER BY 18'LONG IRON ROD WITH RED PLASTIC CAP C2 39.04 78.31 29.30 N50'47'21"W 38.82 STAMPED"NAISMITH ENG.C.C.,TX.'WILL BE SET AT ALL PLAT CORNERS,BLOCK CORNERS,LOT CORNERS,POINTS OF CURVATURE, i K AND POINTS OF TANGENCY,UNLESS OTHERWISE NOTED. $ C3 130.00 246.02 30.40 851.20'20'E 128.48 u 4. THIS SURVEYOR CANNOT CERTIFY AS TO UN-RECORDED EASEMENTS C4 15.71 10.00 90.00 N21'32'28'W 14,14 AND/OR RIGHT-OF-WAY THAT MAY IMPACT THE SUBJECT PROPERTY AND ARE NOT VISIBLE AND APPARENT CAUTION MUST BE TAKEN CS 54.07 150.58 20.57 N12'24'17"0/ 53,78 WITH PIPELINE MARKERS INDICATING BURIED LINES NOT ON RECORD. e ''- g CO 150.39 887.77 12.90 S14'18'48'E 150.07 5. THE YARD REQUIREMENTS AREAS DEPICTED AND BASED ON THE u d e PUG. C7 2.50 245.02 0.58 538'25'53'5 2.50 6. NEW CONSTRUCTION IN A SPECIAL FLOOD HAZARD AREA.AS ° 6 08 28.08 245.02 8.67 340.00'23'E 28.08 DEFINED BY FEMA,MUST HAVE A MINIMUM FIRST FLOOR ELEVATION e._2.55 - FOR HABITABLE LIVING SPACE AT OR ABOVE THE BASE FLOOD i' ELEVATION(BFE)PER THE CURRENT APPLICABLE FLOOD INSURANCE C9 22.33 245.02 5.22 845'54'01-E 22.32 RATE MAP(FIRM),OR 18 INCHES ABOVE THE LOWEST ADJACENT TOP $B OF CURB(OR CROWN OF ROAD IF UNCURBED),WHICHEVER IS e 010 22.79 245.02 5.33 I S51'10'32'E 22.78 HIGHER. 7. RECEIVING WATERS: Z C11 12.10 245.02 2.83 S55'15'15'E 12.05 THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE LAGUNA MADRE. THE TCEQ HAS O 012 27.20 246.02 6.36 S59'60'55'E 27.19 CLASSIFIED THE AQUATIC LIFE USE FOR THE LAGUNA MADRE AS 'EXCEPTIONAL'AND'OYSTER WATERS' THE TCEQ HAS ALSO V C13 15.01 243.24 3.54 06447'24'E 16.01 CATEGORIZED THE LAGUNA MADRE RECEIVING WATER AS 'CONTACT RECREATION'USE. 014 16.8+ 160.68 8.32 N6.16'38W 18.60 9. FEMA INFORMATION: T i 015 22.24 160,68 8.46 N12'40'08'W 22.22 PLOTTING THE PROPERTY BY SCALE ON EFFECTIVE FLOOD u1� INSURANCE RATE MAP COMMUNITY-PANEL N0.485464 040511s�e� MAP REVISED SEPTEMBER 17,1992,INDICATES THE PROPERTY C16 15.22 150.58 6.79 Nig'47'45'W 1622 IS LOCATED IN FLOOD ZONE All(WITH ELEVATION OF 91,AND ON COMMUNITY-PANEL NO.485494 07050,MAP REVISED MAY 4, C17 0.58 667.77 0.05 1420'44'27"W 0.56 1992,INDICATES THE PROPERTY IS LOCATED IN FLOOD ZONE AIS(WITH ELEVATION OF 9').DEFINED AS AREAS OF 100-YEAR V t C+8 149.83 887.77 12.88 N14'17'20'W 149.52 FLOOD;BASE FLOOD ELEVATIONS AND FLOOD HAZARD d FACTORS DETERMINED. T C19 21.99 14.00 90.00 N8'51'41'E 19.9 10 IMPROVEMENTS C20 13.80 28.00 30.40 N5+'20'23'W 13.63 10.1. LOTS. 10.1.1.6. SINGLE-FAMILY-32(LOTS 1.55,BLOCK 1) F) C21 4.12 10.00 23.58 S78.19'4TE 4.09 10.11.8. COMMON AREALOK I,LOTS43-PR55,VATEK1;ST41,4REET S 10.1.1.B.A. BLOCK AS LOT 54-PRIVATE TREES SHALL BE USED ACCESS AND UTILITY EASEMENT 022 1721 20.00 49.30 518'{5'48"E 18.88 ASSNED BY HOME OWNERS ASSOCIATION. C23 4.25 28.00 8.38 588'k'05'E 124 10.1.1.C. COMMERCIAL-1(LOT 1, NCK 2;NOT OWNED BY HOME OWNERS ASSOCIATION) C24 18.71 26.00 41.29 911'24'34'E 18.54 11.ALL ROADS,SANITARY SEWER LINES,AND COMMON AREAS WITHIN C25 87.73 52.00 74.62 816.32'5B'W 63.04 PRIVATE EASEMENTS WILL BE PRIVATE AND ARE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION.THE CITY HAS NO OBLIGATION C28 31.42 20.00 90.00 SBI'or 19'E 28.28 OR INTENTION TO EVER ACCEPT SUCH STREETS AS PUBLIC U) RIGHT-OF-WAY. W C27 27.12 56.00 27.74 550'00'39E 26.85 12 THE HOME OWNERS ASSOCIATION AGREES TO RELEASE,INDEMNIFY, DEFEND AND HOLD HARMLESS ANY GOVERNMENTAL ENTITY FOR y C28 2.64 68.00 260 986'10'EVE 2.54 DAMAGE TO: A. PRIVATE STREETS REASONABLY USED BY GOVERNMENT 2 C29 0.06 58.00 0.08 568'30'39'E 0.08 VEHICLES ..: J -- I - - B. INJURES OR DAMAGES TO OTHER PERSONS,PROPERTIES OR O C30 2228 j 28.00 45.58 S43'44.54"E 2189 VEHICLES CLAIMED AS A RESULT OF STREET DESIGN OR CONSTRUCTION n w 031 2228 28.00 45.58 N89'19'59'W 21.913.THE HOME OWNER'S ASSOCIATION NAME IS: 0 ^' w 032 5.22 28.00 10.67 581'12'18'E 5.21 LL Z 14.THE HOA RESTRICTIONS AND REGULATIONS DOCUMENT NUMBER IS C33 17.16 28.00 35.11 538.18'65'E 1&9 Q P. C34 28.71 28.00 58.74 NB'35'32'E 27.47 15.REPLACEMENT COSTS OF THE PRIVATE SIDEWALK AND OTHER J COCC AMENITIES WITHIN A PUBLIC UTILITY EASEMENT SHALL BE THE d n U C35 7.78 28.00 16.88 N45'55'15'E 7.74 RESPONSIBILITY OF THE HOME OWNER'S ASSOCIATION. 4y 16.THE ARUBA PUD ORDINANCE NUMBER IS XXXX-XX. < C38 31.42 20.00 90.00 521.32'28'E ;2828a 17. VEHICULAR ACCESS SHALL BE PROHIBITED ONTO LOTS 18-25 AND 55, 0 BLOCK 1 FROM LEEWARD DR.AND LOTS 25-38,BLOCK 1 FROM ARUBA U DR. -1 Ppa ©O NICD D U 0 'l SEP 2 0 2017 J U PLANNING COMMISSION i 1 "ErT3U13 , CONSTRUCTION DRAWINGS FOR ARUBA P.U.D. __ Sheet List Table Sheet Name Sheet Description a CORPUS CHRISTI, TX GENERSHEET LNOT Wu C2.0 GENERAL NOTES(10F 3) 3 C2.1 GENERAL NOTES(2 OF 3) DECEMBER 2018 C2.2 GENERAL NOTES(3 OF 3)8 TESTING REQUIREMENTS C2.3 GENERAL LEGEND AND TYPICAL STREET SECTIONS C3.0PLAT Ck C3.1 STORM WATER QUALITY MANAGEMENT PLAN C3.2 EXISTING CONDITIONS _ C4.0 EROSION AND POLLUTION CONTROL PLAN C4.1 EROSION AND POLLUTION CONTROL NOTES I . C4.2 EROSION AND POLLUTION CONTROL DETAILS IX C5.0PAVING SIGNAGE AND STRIPING DETAILS 0 GS., ACCESSIBILITY SIGNAGE PARKING AND PAVING PIAN LOCATION MAP PROJECT INFORMATION CC C5.2 PAVING ALIGNMENTS PLAN U CBS GRADING RAN Q J r LOCATION 07.0 SANITARY SEWER UTILITY PLAN CO - 08.0 STORM SEWER UTILITY PLAN Q ' ®' ,114��\a THIS PROJECT IS LOCATED IN THE CITY OF CORPUS CHRISTI,NUECES COUNTY,TEXAS. OD Rfllf; •�s4 PROJECT DESCRIPTION C8.1 STORM OUTFALL STRUCTURAL DETAILS D II111v 4{l C9.0 WATER UTILITY PLAN (X 1l1lllt#1,11 HIS PROJECT CONSISTS OF THE FOLLOWING BUT NOT LIMITED TO,SITE CLEARING.GRADING, Q -.ATiF. - C9.1 WATER UTILITY DETAILS 1,4461.1. ,-..;��,�' ` INSTALLATION OF PRIVATE TOGRAVITY SENITMV SEWER PIPE, S STRUCTURES, INSTALLATION APPURTENANCES, ♦ L«��, Ry1-.•,- INSTALLATION OF PUBLIC STORM SEWER PIPE,INLETS,AND OUTFALL STRUCTURES,INSTALLATION C10A UTILITY PROFILES 1114.41/: lir N��Np �. OF PRIVATE STORM SEWER PIPE AND INLETS,INSTALLATION OF PUBLIC WATER PIPE,FIRE Ilig 4404 ) HYDRANTS,VALVES AND APPURTENANCES,INSTALLATION OF PRIVATE CONCRETE ROADS,AND ALL C PROJECT T `'' OTHER INCIDENTALS DEPICTED IN THESE DRAWINGS. LOCATION WI s `-i: yy7� PROJECT INFORMATION PLANS ARE RELEASED FOR �?I ' OWNER.ARUBA BAY RESORT,LLC. IiiiiCONSTRUCTION Digitally signed by Jalal M.H.Ali + ENGINEER.HANSON PROFESSIONAL SERVICES, u.� DEVELOPMENT SERVICES Saleh,P.E. �sB ddb PROJECT DATUM DN:cn=Jalal M.H.Ali Saleh,P.E., THE EXISTING CONDITIONS WERE SURVEYED BY HANSON PROFESSIONAL SERVICES,INC.ON City Of Construction plow will.opo. P S g • • Corpus based onconditions stated In o=City of Corpus Christi, 5 t DATUM NGVD29.ALL WORK ON THIS PROJECT SHALL BE ON DATUM NGVD29.PROJECT SURVEY I•'Y • f 4tl - CONTROL POINTS WILL BE SET BY HANSON PROFESSIONAL SERVICES INC.AT THE TIME OF Christi UDC 38.5.1(Aug.2016) ou=Development Services, • -. `� CONSTRUCTION. email=Jalals@cctexas.com,c=US '4Y., • PROJECT NOTIFICATION .3 Date:2018.12.31 10:02:09-06'00' II PROJECT � THE CONTRACTOR SHALL NOTIFY THE DEVELOPMENT SERVICES,ALL UTILITIES,AND THE ENGINEER LOCATION.- _ ., AT LEAST WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION. 'v ;Z i 3 GENERAL CONTACT INFORMATION DATE EMERGENCY-911 CITY STANDARD DETAILS - CITY OF CORPUS CHRISTI "g FIRE(NON-EMERGENCY)-(381)8283932 INCLUDED AS PART OF THIS DRAWING SET ARE THE CITY y', • EMERGENCY MEDICAL SERVICES(EMS)(NON-EMERGENCY)-(381)8540930 OF CORPUS CHRISTI STANDARD DETAILS AND POLICE(NON-EMERGENCY)-(381)888-2800 a DEVELOPMENT SERVICES-(x1)828-3240 SPECIFICATIONS. THE CONTRACTOR WILL BE j .i._ °>t$ Llf ENGINEERING-(x1)8263500 RESPONSIBLE FOR OBTAINING AND USING THE CITY OF io g�� H -r. +/' /, WASTEWATER-(x1)828.2488,AFTER 7PM,WEEKENDS,HOLIDAYS(x1)B261B18 CORPUS CHRISTI STANDARD DETAILS AND ' 1 WATER-(x1)828-2489,AFTER 7 PM,WEEKENDS,ENDS,HOLIDAYS(361)8284888 _ 44 ° • �` STORMWATER-(361)828.2489,AFTER 7PM,WEEKENDS,HOLIDAYS(361)826-1888 SPECIFICATIONS FROM engineercc.com FOR THE VI 1 „. 0.. �! �.. GAS.(361)885-6910,AFTER7PM,WEEKENDS.HOLIDAYS(x1)854-4396 FOLLOWING: iliggg _••� _ I : STREET OPERATIONS-(x1)826-1957 UTILITIES-(361)857-1874 • CURB,GUTTER,AND SIDEWALK STANDARD DETAILS o 1 n . fI • DRIVEWAY STANDARD DETAILS S GOGGLE EARTH IMAGERY DATE 09/10/2017 • SANITARY SEWER STANDARD DETAILS i 8 • STORM WATER STANDARD DETAILS UTILITY w $ • DRIVEWAY STANDARD DETAILS w s 3 NOTICE • ADA STANDARD DETAILS = E m% 1. A00ANE55 051)AANo UBCONTRATCTOR(5 ON THIS PROJECT ARE SOLELY RESPONSIBLE FOR CONTACTING TEXAS N U IIS G r�,o n41NGCOMPANIEB.AB wELL rs LocAi unuTlES IwATER.BTGRM sfwrR IX ( 1••tEy AND nAeRove c'Ro6u'No u'TaIEI s>'�c.11 PossIB�E FOR INE Loannc uNB MARwNC DF UNOERCRouNr, PORT CONSTRUCTION. BL d •i 2. 90 ES.INC.ND ITS REPRESENTATIIVES PROFESSIONAL NO /� pILITTIIESWITHIN RAND ADJACENT PROJECT SITE ARE T°' If� 0 i8 B. DAMAGES TO UTILITIES WILL RETION SPONSIBILITY * Y ` U a CF THE CONTRACTOR TO RE SO.EXPENSE LI `a Know what's below. NOTICE _ Call before a dig.THE NTRAcroR waL BE REouIREo To oaN PERI FOR ANY EXCAVATE.IN Puauc RIGHT a WAY.EXCAVATION 9 TY THAT CUTS.PENETRATES.OR BORES UNDER ANY PORTION of THE PUBL.V./AT TINT HAS BEEN 1-500-089-83M OR IW A)N Bil.can Bt t'OR 4800-!44377 OR www)NOTICE/.orp g MEANS CTU.PARED SURFACE FOR STREET.ILOTI BE ISS.SURFACE DRAINAGE OR RELATED.WA TRANSPORTATION GNE 4 WORKING.AVS MF NOTICECONSTRUCTION SET l c i •O 3 f0 FOR EXCAVATION IN ANY PUB UC LIC 130 HAS BEEN ( I GIVE 4 WORKING DAYS(MF)NOTICE 1I'` l./ I 'ITEDRECONSTRUCTED, YONSTRUCC WO EPAVE°.ORRRESURFE ISSUED THE PRECEDING PERIOD OF FIVE l53 YEARS FROM THE DATE Of ACCEPTANCEDATE: 12!11/2018 • AUGUST 2018-PACE 10F `/ e 5.11. WILL OE ON SITE AT lel TME.WHILE 1 TRENCH.,PERFORMING EX.VATIONS.AND WHEN WORKERS ARE N TRENCH. NOME: 513 THE E.AvAnor4 PMN S.LL INDICATE ME PROCEDMRES TO BE U8E0 BY THE CONTRACT.TO COMPLY VATN,HE OS,STATE, PENMEN!TO TNE PROJECT MUT ARE 1.1,0E0 FOR REFERENCE.TT ATLE BE ENE RESPONSINUE I'Or All CONTRACTORS WORKING AND LC.L REQUIREMENTs 1 .ON DAS PROJECT TOSE KNOWLEDGEABLE WON ALL PRO.ECT CONTRACT 0001111EINET WWII INCUTOES MIT NOT TANTE°TO ITE 8 OGRAM AND EXCAVATION PLAN SHALL M BGN0 NNM]lEDOEA*LE MTN DE CONTRACT DOCWENEWILL BE A/ME SOLE EXPENSE OP Ile CONTRACTOR.. B DIE ODNIEUCTOR dSIO SHALL BERESFLE FOR SECURING AND CONTR.EWOiL ED TO THE RS PRESENTATIVE "E wORSE K TOF0ELEN0THEFT,ACCIDENTS,THEFT,AN PROJECT GENERAL REQUIREMENTS,SPECTEICADONS.AND creams.ANT ANTALL CDS WRELATED 20 ME ORF.ANI/RE RECORD 7 IT wiLL NOT SE THE RESPONSE:N.17Y OF THE OWNER 0.ERS REPRESENTATIVE,ORE...ER TO ENSURE ETAT ALL SAFETY .8 GENERAL RE.LATIONS ARE ABIDED Sy HOWEVER IF THE OWNER.OWN..REPRESENTATIVE.OR ENGINEER RECOONGES OR IS NOTIFIED OF OE TEL COW OF THE LATEST VERSION OR EDITION O THE FOLLOWING BUT NOT LRAM TO,MUST BE OR THE PROJECT SITESTOKED unlit THE CONTRACTOR INDICATES THAT IS NGT AN UNSAFE ...CONSTRUCTION is RE PROGRESS. METHOD OR RECMES THE SITUATION AT NO EWENSE TO THE OWNER OWNERS REPRESENTATIVE OR ENGINEER T D 33 SPECIFICATIONS, 3 1.2 ALL CONSTRUCT,. ATERIALS T.3. ALE REOUNBE0 RMITS NGS, I ONLY WTERNES MEETING THE REQUIRELENTS OF THE SPEOF.ATIOUS AND REOu1RED FOR PERFORMING ME WORK ON THE PROJECT I, ALL WORE.ON TINI PROJECT WILL IIE REQUIRED TO BE IN ACCORDANCE BATH THE CONTRACT DOCUMENTS AND SPECIFCATCNn.THE R AN y PROPOSED AL TERTRATNES TO THE MATE..NOTED WITHIN THE ED�0CVEInREWIRED PRO'TTHE SP CI CATIONS.ARE ETOSE0. DRAWING.INDUSTRY STANDARD.ALL PERIN..AND ALL LAWS ARO REGULATIONS SUBMITTED TO THE owNERS REPR.ENTATIVE FOR...PROWL DETAIL,NOTE.OR OMER REGIME...ENT.IN OONFLIGI WITH ANOTHER RESERVES THE RI.1 TO REJECT ANY PROPOSED IN FAVOR OF INAT ED 12'. OTHER.GULATION,SPECIFICATION.DET.NOTE.OR gEOOREMENT.THE MwiSMlnOfrvr SHALL NOTICE NE CONTRACTOR STEM KNOW THE ACM.SITE CONDITATNS AND 5.1.1.OE RESPONSIBLE FOR FURxsHNGA E APPLICABLE,UNLESS COXMEED , MATERWS THAT ARE TO BE STOREO OISITE SHALL BE ATKINS AND OIPECTED BY T.OWNERS REPRES.TAIDE PROTECT SPECIFICATIONS ANDS..SE TO.TED.AN AREA iHATe PNOECTACCORDANCE LE°'D TO PREVETH THE NT FACCfrtnis.ACMRER ECouv.OE'tO MATERIALS. TATOJECT AS REPRESENTED INT.CONTRACT DOCUMENTS.SPECIFICAMNA AND Al THE...ENDS A. AEgfO BY iKKECOGRACTO1 Ar ME faJTwCTwe SOLE EXPENSE IN ACCORDANCE 4. IT AT ANY Para THAT SOMETHING ISNOT CLEAR FOR WHAT.BEING REPRESENTED MTH.TH.sET OF DRAWN..THE GENERAL Yn.mANDFACTuXER RECOMMENDATIONS. CONTRACTOR sHAL T CONTACT T.OPENERS REPWSENTATIVE FOR CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCT... . n 70 IUIMITTAL REQUIREMENTS K CONSTRUCTION FABRICATION MOTOR PURCHASE OE Amf MATER.,AND SHALL CONTACT.PRIOR TO ORDERNG NUTERIALE THE I. THE FOLLOWING PARTIAL MT NG OF SUBMITT.S STALL BE FORWARDED TO THE OWNERS REPRESENTATIVE FOR REVWEIEDI ANT OWNERS REPREsENTATIVE SHOULD CONNTIONS BE DIFFERENT FROM ME CONDUCT COMMENTS,SPECIFICATIONS,ANDTOR THE AssOCNTED BATH THESE ITEMS NOT COMMENCING UNTIL T.SUBTATTALs Tuve BEEN RENEWED..APPROVED SY TEE METERS at. THE GONTRACToR sHALL FIELD VEN1M BENCH..AND CONTROL POINT ION...O R TO COMMENCING ANY CONSTRUCTION. 1.1. URE DENSITY CURVES FOR EACH TYPE OF EXISTING SGBRRADE ENCOUNTERED AND 6.2. ME GENERAL CONTRACTOR WATT NOT.THE ENGINEER IMMEDIATELY,N W WTI"O,OF ANT DLu"EPA CES CR OMISSONS TO THE FOR EACH TYPE OF FILL MATERUL TO BE GS.) 1.... IONOGRAPHIC INFORMATION KIM.THE DRAWINGS 1 2 sum.REINFORCING STEEL SHOP DRAW.GS DET.I.REPEFORCEMENT FATIR.ATE.AND wR PLACE.. r‘ °. THE Cox-TRACT..RESPONSES.E FOR SEWHING.L NECESSARY CONSTRuCTIDN PERMITS AND �MIOCE6RICA IO COMMENCING TT, TE ED CPMERIALSFOR ALL REINFORCING STEEL.ACHW REFERENCED TO THE N CoNsmuCtION AND Mt FEES ASSOCIATED wa H THE PERMIT SHALL EIE INCLUDED wITHIN THE END REOUIRING THE PERMIT INFORTLATION ON THE SHOP CRAW.. T THE coNTRACTOR SHALL CONFINE KL COW TRLECTION AC TIVIT I TO WITHIN THE LAMS OF CCNSTRUCT.41 AS ]] L PROVIDE SUFFCENT DETAIL TO PERMIT PLACEMENT OF THE REINFORCEMENT WITHOUT THE USE OF THE OF...Gs INCL...BuT NOT NEMO TO,JOB SITE FACILITIES.STAGING AF.S.8 TOOMILES.EON...ETC.UNT E.PRIOR DEs.N DRARKNOR 6 NO CONSTFLCTCN LINTS ARE SFEOFIMUY CUL ED WT ME PROPERTY 1 SUBMIT DESCRIPTWE LETERATUREITULLETINS.TECHNICAL DATA SHEETS...TERM SAFETY DATA SHEE TS MNGST Aro Ne1ALUTOM Ce U MANHOLES,LINES..°ECON.:ERE°ME CONsTREECTION LIMITS INSTRECTIONS FOR THE FOR LOWINGUT NOT LIMITED TO PIPE. E AND_ >-J CONSTRUCT THE.02.1 MAY BE INOCATEDANO a WILL BE THE RESPONSIEL VOFTHECONTRACTORTONGLGDEALLMATERIALR ,°z SANT4.1 SEWER sic..SEWER ,T Y-INCLUDING O«D IEOGPE MND BNLE•a RME«DmERbRAEDGNRE1µAROCOAMENCENENT OF CON...CIT.AND PONCES TO THE SEIXTENCE SHALL BE CC.10INATED NAM THE OWNERS REPRESENTATIVE 1 3 3 NETER MITI•INCLUOING BUT NOT L MT.TO-PME VALVES.rarriss.CONCRETE.AND APPuRTENANCES Digitally signed byJalal a'' 9 A SEOUENCE OF CONstRuCTION S..BE SCHEDULED AND COORDINATED WITH THE OWNEErs REPRESENTATIVE PRIOR TO APRERTENANCES M.H.Ali Saleh,P.E. g 10 NOT 1A. PIANS ARE RELEASED FOR — 7 NEEDED ANYTIME REMOVED PETER PLACEMEN,THE CONTRACTOR QUAL BE REBPONNBLE FOR ALL COSTS,SnwMTED WITH REPLACEMENT. .DESTROYED.OR STA.OF TEXAS IFYNGTH,L,MEPRODUCTMEE,SALLAPPLICABLEDESIGNCONDIT*.ANDO...5TOGOVERNINGCODE CONSTRUCTION DN:cn—JaIaIM.H.Ali Saleh, TC.AW TO BE REPLACE°DUE TO 1.5. SUBMIT ANY PROPOSED SEASTITuTONS TO THE ITEMS SPECIFEO HEREIN OR SI ME SPECIFICATIONS P.E.o=Cityof Corpus AND PROTECTION Of COSTING UTxnES^SMuc,uROMARAS EDITCHES ROAD.AND OTHER IMPROVEMENTS fir El DEVELOPMENT SERVICES P "°" PECTIC,. E °' NYMNNERME LOG',CATS, LNG City of fDI.NMAIesor.1will ew►E Christi,ou=Development e ADOVE GROUND UTILITIES.ANDERGROUND FACILITIES.SERVE I UREA TEICNES,ROADS.AND OTHER lAPROVEATENTS TAMEN AND 1 s.B. OC OR PROPOSED COM°. Imee on cen°ILMm MUNE in services, ADJACENT 110 THE SITE MAT BE INDICATED ON TN E DREITANGS IllE CONTRACTOR SMALL TUVE FIAT RESPONSMIT V EON ° Christi UDC 3.8.5.F(AusuN2010 OTGANY R00000ARNMEGM,CPAMOFWFRDH",ABECONSIDEREDA°RM„«GBENINCLJDEDNMHE MMHG AND CHECKING Alt STEn.0......1POR InE SAFI TV AND PROWL/70N THEREOF ANDREPAFTWO ANY DFD"TY THE FOR RENEW PRIOR TO 02O*1a.INTHE email=jalals@cctexas.com, 4 vAVET..TS.IN GENERAL. AVEENT CONSTRUCTION DTSPACIlo„ H pTE MEANS OBBML*R"pR`ITYTO O THE CONTRACTOR n*ADETERMINEx•ICA TM"A:No*D11COMPANIES.THEBr°ate,compACEpRocE VDaNTCONNT OINTSAC GSHHAL°NOTEXCEED,EnF C=US ® k E ORS.SHALL VIDEO TAPE AND PHOTDGRA..ALL PROPERTIES Aro EXISTING IMROVEMEMB THAT WILL BE AFFECTED BY �I ALL cMEN Oms ERECTION 8CTINDEROLs ALL BE"Sur..CEo ITC W,COUNTY. SITE MO POLL Date:2018.12.31 10:02:57 j THCOP.OFTHE INFORMATIDRBENGSGR..TOTHE OWNERS REPRESBDATIVEPRI.TGmMMENCNG Mogi "LICAMEPPEGRMNITS,.F1ALL LAWSARO O`R LATONS. -061OOI 1 s 1.1 DIE WEEN THE ACTUAL ]. TOM,ANALE REM..PERMITS ANGPOST R:OMR:DGPEsas*EATALL ENTRANCSPR001000 ENDINGCONEATIONS VERSUS THE DATA CONTNNED IN THE C.STRUCTION i :,]. owBFTHORzor`uE"�.A avERrCALLraTIE AGaRE _ THAT A.INDCATED War.THE_ ...RED CONTROL GEwcEs CONSTRUCTION 5 E7 81 • cosouns`TOORN1SHLN°EIOIFY iT.OWNERSHALL BE AND ENGINEER ERRRORS OREDUCFERMTICD"rn ARE Faro ON DIF R. SEE ALSO,EAPOw"Y ERos.G"AND POTUMNCCOONTROT NOTESAADPtAANTS,EOUIRED,.THISDDRAwilANY ane1.CONSTRUCTION...LENTS...ICH NEGATIVELY ILEACT THE PROJECT ',y�A n NEEDS TO BE ADJUSTED,THE cwTRACTO"BHALL COORDIM,E CONSTRUCTOR SO THAT THE ANN FACILITES TI ADJLNITAENT OGRR....SR BE MSOLELY RESPONSIBLE FOR L MATING,MARKING IN ACCORDA.GE WITH TEXAS AC.NSTRATNE GOOF DAC.DIRE ME COATI'OR. T.wT THE wNERB REPRESENTATIVE AND THE TEXAS MANvu ON UNIFORM/ROTC ION ot I ME CONTRACTOR IS SOLELY RESPONSWE TO PRO...94.E MEM,ANO COMPLY NITH A TRAFFIC CONTROL FUN SEETING THE ARAM•NA.. IA PART, LE L IAL AND AMERICAN PUD c RATION(ANNA)UNIFORM DOLOR CODE.AND VERFWNG THE C[sc ION,FOR ANY WORK ALONG THE ROAD ARD ALL ADJACENT RADS TO THE PROJECT SITE y 4. TIOMSMORMONTALLY AND MEMO.Y OF.L AB.,GROUNARO UNDERGROUND UTABMS.CARLE,.CONDUIT.PIPES, 1.1 SUFFICIENT OARRI.DEB WARNINGS.AMO G...2 To '�N.�^ • '1 ACTUAL LOEB BROIL/DING BUT NOT LAMED 1O STORM SEWER,SANITARY SEWER,WAER,GAS,TELEVISION., .FIBER OPTIC,ETC..F MN AND ADJACENT 10 THE PRoJEcr AREA PRCq TO CONAMEING COSMUCTION BY ALL MANS PO.IME E t]. E suBMITIED TO AND APPROVED BY ALL ARPROwUATE AGENCES BEEOE CONSTRUCTION ALONG THE ROAD S TO DATE .11 PLORE AND ResE.CH THE SITUATION AND COMMENCE FACIIF ANAADONEO UNDERGROUND FACILITIES ARE ENCOUNTERED,THE LITY..ARE IANDONEDNTWETOR MUST°% ,S. S REPRESENTATIVE FOR RECORD KFEPNO o n., ABANDONED UNORGR IDES.REOUREo O COMPLETE ME WDIRR CN SHALL FuuY " ^ IES..PUCE,UrvLE.OMERWISE I^OCATEN BY THE O,NE.REPREBENTATNE:ALL WORK SHALL 2 a BBE INCIDENTAL AND NO SEPARATE PAYMENT SHALL BE MADE MIL,GVM A PORTION EXISTING SYSTEM 10 ' APPROVED 1101-F C CONTROL PLAN SHILL BE SUBMDTED TO ALL APF*EPNNE AGENCIES Fw APPROVAL 1 H TN OR WILL BE LELA RESPONSIBLE FOR NANTAINING AND YE RIFYNG THAT ALL TRAFFIC CONTROL DEVICE S ARE IN THE WTBB'ON'S'IlllE TA: TO PRoPER wORKING AND;NEM THE SPECIFICAT DNS EACH DAY PRIOR 10 COTAMENCING W.K AND PRI.TO TEAN. PRMATE E10TING IMPHOVEMEN.B.AND PRDPDHED IMPROVEMENTS..ANY DAMAGE BEM REMELTED BY THE v k ODNTIMDTOR. A CIOHI.IALLIROVIDEDAILYNOnwMnON I A TO ALL MIMIC EMERGENCY ONCE 6E�FIRE.EPA RnEM I. - RS CODE)PERMIT OR OTHER ENVIRONMENTAL PERMIT.THE S,AND AL L PRIVATE EMS •, HE CONDUCTOR SHALL MAINTAIN sTG ADAGE.PHDPERRESFMR EMERGENCY VEHICLES AND a e - STULL RENBTwEAREABND,EDONTHEDRANroeDRAS B• OR WILL BE RESPONSIBL E F on COAML RING WITH THE PER.. 5 CONTEMNS AT SHALL FILL ANY HOLEBLEWWHENBARRIADESAND.ONSAREREMDREDANDRESTORETHEAREAToTHEADJACENT GT, B D E G w «'B` T as "E` m� CONSTRUCTION NT V i laii G ,] OWNERS GRMEPRGTro1w.�6LME�016000�m60.,R�E08TMB ORWRINCS0c�n*DBY,HEREONRED TO DSIR FREE OFSTANDNGWATERAND WATER SOFTENED SO.,uIM DRAINAGE BIM..OF PUMPS AND TEMMEML.DITCHES `H ENDIATED _ oN As _ _ A E,sPROPERTIESSH AN TELL g F PRecnOSANG PROTECTED 002202 REv4 00 HANDLED As sHo*ON THE Dluw,*0S OR AS INDICATED BY THE G002 REPRESENTATIVE. LL w)IbRNE MFEIYANV•ECwITY"O BE O:ERMNEDBV ACOMPETEni PERSON Ai ME COxiRACTDRemLE EXPENSE. AND 6**00AOED 00NEALS FREE DEBRIS AND EXCESS MATERIAL TO ME UTSFAC,IORO ME OWNERSO 4 WITHLOMLSTATE,AroCONSTRUCTION SET a L. 3 IRO THE PROJECT ] E PROJECT WALL BECOME THE PROPERTY OF THE CONTMCTOt W g =3 2. THE CONTRACTOR SHALL POST DEM of Hs�O.TALL EALLEMERRsµ`o�ONENuFBETEEro0RiM1"ArIBNmIN` DGIRTRRo1MANOBN.LLBE DATE 12/11/2018 F 2 to to MEDIC.,FOR`ACCHOPERATORw1ERGENCY,HNANDADJ,CE�TOTHEPROJECTSIE) INAccwDNCEwDHLOC.,suTE,ANDFEDERALREGULATIONSL EXCESS TWO DEMOLITION OUTER...SHALL BE THE SOLE RESPONSIBILITY ONE NuMBE.FOR uNLESS THE OWNERS REPRESENTATIVE STATES OTHERWISEo m 1 = ORR(FOREACHOPERATORWITHINANDADACENTTOTHEPROJECTBRE)) 4 1 DEMOLITION OF EXISTING IMPROVE...MS SHALL BE PERFORMED BY THE CONTRACTOR BY W.m rNGATMEPON WHERE THE r NOTICE ~ Z 3 5 25. DUFF.SIGNAL °1POE�OPERATOR RIO ADJACENT LEMPTODL »3SNICONTRACTinE. A1, CUM sm.BE,E"TIGALAND TOADEPTH T.TWILALLOW THE PORTION TOBEWMOVEDND"GUTDAMAGNGANY PORTION NTE.OTHERVWE INDICATED ST THE OWNERS REPRESENTATIVE "AET7GTo a , a THE CONTRACTOR SHALL BE TO RE.IN LOCATING C.I.A..AS WELL.LOCAL re a a$ . .] HN^Ro NNo AIG'SEX *210 NTI HI s„R R T W a OE uNSAFE CONDITIONS AND IN DIE REGULATIONS AND HAZARDS MN.APPLY TO THE ARF-A IN WHICH THE WORK WILL TAKE PLACE T CONSIBUCTkax Z 1LEWDw NOG�BB KT SAFETY EXPOSURES OR VIOLATIONS ALL NBHULBEREP..,GR ov W � ,.MFH/10111 Hm�[n Rr g 811• a 6 DW,ELv BY THE Aa DEBRIS s NF INF SOLE RRSI•DHSINnD.NO EXPENSE CF THE � g tg °, FROM ER1Ewro OcruPED/EAS OF ADJACENT BUILaNDS CR FROM DAVAGNG FASTING ITEMS THAT ME TO REL.. n MENCH aAETv ME conrRACTOR BHALLruRENecESBARV PRfcwrNXRa AND METHODS PREVENT ME SPREAD AND/OR DIMER D.wwss 10^.I.RIss Wu g mErGNrRAcroR SHALL BE IMPLEMENTATION OP SAFE//PgoauMwwr.H EaxRHKAaRTOR[PAx LEFTS OR EXCEEDS THE REONREMENTS Of THE CCCUPATIONAL SAFETY 6 HEALTH ADMINTRATION 1OSHAIAND ANY OTHERLOCAL. ! Knew what's below. .S3 STATE.AND FEDERAL REGULANDAIS THAT PERTAIN TO TEEN.MEET, 5 °' AN --CallbeforeIOPd�$ n O PTEPARED BY AN ENGINEER REGSERfDNMESTATE O TEXAS PRIOR TO BEGINNING TRENCHING OPERAre]NB. -- ------------ - ONE A WORCNO DAYS IM-EL NOTICE l.� GNE.wGR�G SMI^E;No:1 EM 2 D, 21 NNW.i AUGUST 3016•PAGE E OF] I „O 26]D. PLUMBING INDUSTRY TECNNOLES. CORRECTED UswcAM.ISFAtTweD SADDLERAWINO(s1AND xANHEOAFTER mEP,ED TS MUST BE INSTALLED AS SHOWN ON THE AMMER,TO DIE PROJECT SDI ARE INCLUDED ROM REFERENCE.IT SALL BE THE RESPONNI DVS V OF AU.CONTRACTORS WOMAN, SAC:TOLLING.SHOWN EN THE SEWAGE DEL..ARMIN THESE DRAWINGS ON THIS PROJECT.SF IMOWLECAM.LE WIEN.,PROJECT CONTRACT DOCUMENTS,WISCN SICLISDES Ma NOI LAVED TO TRE T TS USED AT THE END OF THE PROPOSED SEVIER LINE,NO PRNATE SERNCEATTA.MENTS MAY BE ,• CA SONG ANOWLEDDG6IE LITH me CONTRACT OMANI:NTS MI SE AT THE SOLE EXPENSE OF INE CONTRACTOR.PROEM)GENERAL REQUIREMENTS SRECIRCANIONS.AND DRAIVINOS.ANS AND ALL COSTS RELATED TO TNE GR MOREisA SOF]D CONNEC TED AO121TNCR]RE)THE LAST NOIE AND BOE CLEArlour uNLE]Bncw aE CERTIFIED.coNFORMNO WITH THE yl. ,r ITCEQT.THE a' @« TEXAS CODETACTREmr1.6 AND DISE DRAWINGS, ANDCSPECI SPECIFICATIONS FOR Dna PROJECT.. .ALL IMITHOL ES CONSTRUCTED OR HABILITATED MIS ECT T RAVE SIZE ON F RESILIENT CC...ORS OWNERS REPRESENTATNE IN ACCORDANCE WITH THE SPECIFICATIONS. µLOWING FOR[OFFERER..SETTLEMENT t 1 TNERwEE xDTDDnSETC AS REQUIRED Q PROPERLY A: : ::.wBEtER OF t CONSTRUCT THE PROJECT MTN ALL WORK IN ACCORDANCE WITH ME SPECIFICATIONS AND AS INDICATED ON DIE ORAM1Nm OR AS ES 1]ENTAT3,2,1,THE RAHWAY MUST.VE A MINIMUM CLEAR OPENING DI/NETER taF OI 116 TAC 1211,561 INDICATED BY THE WNERS y RA ISITQE GRADING mFIuaING...NG.CUTTING.LOADING,ETC.)REWIRED TO ACHIEVE THE LINES AND GRACES AS NDIOMED ]]3 THESE DIMENSIONS AND OTHER DETAILS SHOWING COMP 1WITH THE EIONNEE« TAO g],.55n INCLUDED IN TESeNAOE DETAILS WITHIN TBaAWNOa. 4. FINAL GRADES AS INDICATED...ME DUMAN.SHAL L HE ACHIEVE°PRIOR 70 FINAL ACCEPTANCE 13. ALL MANHOLES WITH SEWA.LINES ENTERING GREATER THAN THIRTY,WCHES(]PI ABOVE THE MANTIC.FLOW L WE WILL BE REQUIRED 5. GRADES NOT OTHERWISE INOCATED MULL BE UMFORM LE VETS OR SLOPFAS BETWEEN POINTS WHE.ELEVATIONS ARE GIVEN.CIR 70 HAVE OROP CONNECTORS 4.4S1 AILED ON THE HI.ER INCOMING LINE BETWEEN SUCH POINTSAND EXISTING FIN.G.DES ROUNO OFF AB..CHANGES IN SLOPE 3.4. If I/AWOL ES ARE CONSMICTEDWITHIN ME IDON.41 FLOODPMIN,THE COVER MUST HAVE A.SO1 ARO BE SCALED 10 THE RING. S CONDUCTOR SHALL LINT THE AMOUNT Of.0SION DUE TO STOMA EVENTS NiD ANY EROSION AREAS S.LL BE I 1,6DD .PARED TO ME LN.AND GRADES SHOWN IN ME DRAWINGS N A TWELV MANNER WMEN CWanaE ALLOT.'. NEDANO ]A.I MORE THAN THREE MANHOLES IN aEQUENCF OR FOR MORE THAN 3.5 BRICKS ARE T AM ACCEPTASI E STRUCTOR THE LE El 01401110 ]0. NL MANHOLEFEET,ALTERNATE MEANS OF VENTING WILL OE PROVIDED FLOWUNE AND NIM ELEVATORS SHOWN ONTTHE DMWNGS ARE OF APPRE.MA,fWITH THE FlNM ELEVATIONS BEING FIELD I. ME CONTRACTOR SHALL CONSTRUCT T.NM TO ME LILIES GRAD..AND ELEVATORS.SPECIFIED NADAS FILICATFO W..THE MERCED BY DIE CONTRACTOR . . y N RAVE MINOR ADJUSTMENT.,MADE AND INDICATED.7....ITS . ME CONTRACTOR WILL BE RESPONSIBL E FOR CONTROLLING D.,ARO SOL MOVEMENT BY WINO ANO WATER ONCE SITE ND 4. SERVICE LATER4E ACTIVITIES.VE C.I.TENCED AND SULL STA.CONSTRUCTION ARO PRON.DUST AND SOL ST.LIZADON ,ROL sT 4.1 PUBLIC SERVICE CONNECTA.(FROM MAN SELIACE I INE TO PROPERTY LINE CLEANOUT) yt. EPRESENinnvE MAY CEASE ALL 4.1.1LWLnr1iCEQ). CONSTRUCTION DCTrnnEs a .0E GAO)521 N.)1 Aor"oCRAM..DETAILS,ANDMSPEaIivrroNS FOR THIS y 1 I NOF FouR.FEET pill MO BE AT LEAST TWOFEET RIAWAY FROM JOINTS. TOP Es 16.)OF BOE BOA 4.1.3.ALL CONNECTIONS S.LL OE srxwv6DOF ALL vEGErATON.Hu14u3.AND MATTER u wa AT we II. MATTER SMALL BE STmEPLED,F FEAST.,ANDIELSEO AS SURFACE 4.12. INCH Mr)MINIMUM TO SIXTY.INCH(SM)MAXIMUM COVERAT TOE PROPERTY UNE LITERARY ADJUSTMENTS 0 ITY OF THE SS. DNS IFROM PROPERTNEYECLEEAN."TO RESOErvaE/COMMERCIAL,WOOSTRML TIE.) W CONTRACTOR AND DISPOSED OF IN mtuANC.E WITH LOCAL STATE,A...EDENN TEOMATIONBwem PROPERTY INSTRUCTED 6.2.I MUST BE N ACCORDANCE YAM THE COMMISSION ON ENVEOrvMENTN OLMLDr1TCECIL ADMINISTRATIVEBY THE OWNERS REPRESENTATIVE THE TEXAS CODE ]]„R),LOCAL BUILDING COM.AND THE ORAW,E,OETNIS,,AND.EGIF.TIONS FOR () A BE OF MMILAR MATERIAL AS TO THE NATURAL CCCLNRNOMA,ERN ONSITE AND MOROSE D TAO E213.6(CRE)(IL Q J Cf BY THE OWNERS REPRE.NOTIVE 4.22.ALL PRNATE SERAICE LATERALS MUST OE INSPECTED.°CERTIFIED IN ACCOR.NCE WITH 30 Rl. MATERIAL SHALL BE FREE OF LARDE CLW6.LARGE ROCKS ORGANIC MATTER COSTRUCImv MATERIAL.TRASH.AND OTHER Ay] D CO OBJECTION..MATERML SEVIN.COLLECTION SYSTEM,A TEUS LICENSED PROFE&MORAL ENGINEER A TEXAS REGISTERED SANITARIAN,ORAN 42. THE CONTRACTOR WILL BE SOLELY.5PONSIBLE LOR VERIFICATION OF MATERML TYPE AND QUANTITY TRUCK ApPROPPLOE CITY INSPECTOR MUST VISUALLY INSPECT THE PRIVATE SERVICE LATERAL IND ME CONNECTOR TO THE SEWAGE 421 1LDDTSTITO INDICATE THE TRUCK nu ER DARE OFOLLIERY,MATERN 82STFMARO CERTFYT.T THEY OE CONSTRUCTED IN CONFORMITY..THE APPLICABLE PROVO..OF THIS CIS DEL1VE.D.AND QUANTITY OF MATERIAL DELNERED SECTION S 4 2 2 TRP TIC..SMUT BE PROVI.D TO THE OWNERS REPRESENTATIVE ON A WEEK],INTERVAL AND AS REOUESTED 22I DIE OWNER OF THE COLLECTOR sYSTEm muST M.N.SUCH CERTEC.TMDNS FOR P.(6)YEARS AND FGRWNto COPES TO THE K a EXCESS. Q MXINCRES 16'1 OF UNOOLIPACTEO DEPT,.UNLESS INDICATED OINFRV.E BY THE OWNERS REPRESENTATIVE As. CONNECTIONS MAY ONLY BE MADE TOAD APPROVED SEWAGE COLLECTOR SISTER. 6 NM EARTNWORK CLANTITIES SHO.WITNIN THE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONL Y ASO MAY NOT REFLECT THE SOD05ATOx ANTRENCHINGfQR UiILI,IM.ROADWAY AND.,RGDTGSSS DUE IC mN6,NMD,IDn METHODS. , AND RACK FLED INN«GRDArva WAN Digitally signed by Jalal M.H. ALL EXCAVATION LALLSENACCORDANCE WITH THE TRENCH BMETV PRO.AMTHTASBEEN DEVELOPED ANO IPLEMENTEDB.TE 2. TIE GBUEED6:°MIFTS'AA,NNDMEC.H�`F,�LYYRCMMPPAACCTEDTOACCO.DARD PROCTOR COMPACTOR TEST . NOT TLES;TiNS.OFTHE PUNS ARE RFLFASEDFOII All Saleh,P.E. "� CONTRACTOR MAXIIMUM DRY CTENNTY AS DETERMINED BY THE ] ONEINOEEII1.)MINI BE PIMPED OUT PRIOR TO COLT....PNS,Rm2IONORAA APPROVED SOME COMERS.PRESENTATNE 64. ALL DITCHES. ALL W,FAMBIS SAML BE EOR TA"EBEPROPOSED DtEER I ILL REINFORCED CONCRETE PPE IRCO JOINTS LEEVATOR o E15BE WRAPPED 25 PROPER DRAINAGE OTEXTILE CONSTRUCTION g ON:cn=Jalal M.H.Ali Saleh, I DEVELOPMENT 5ERVNEs 4 TRENCH EXCAvAT ON SHAL NOT FITIECEDE...XL EP LORE THAN ROO FEET -......- RE.,o=City of Corpus Christi, v 6 TROCHES SMLL NOT BE LEFT OPEN OR UNSECURED N,ER NORMAL WORING HAIRS ORM]IEE WImER]ARE NOT PRESENT mart« City of CnnLLrM,Ion plans xO1 exp. b' 2 S 1iAT w"TY(T.R UL.N,O...TORSFORTu ITLWATER ESTEMS30TEX;BblE:gR;; `R"I �, NDMrvTN c w Ga'TP,I`DMStated ln ou=Development Services, 0 1. OEM/ATER.ACINIT.AUL BE REQUIRED TO CONSTR.”PORTIONS OF THE PROJECT 1.1. TNE CONTRACTOR WILL BE RESF.ISIBLE F.ALL REQ..,PERMITS AND ER.ON AND POLLUTE. RD DEVICES omNRm CONVEYANCEQ aEMaQWATERNM 6 A«EPTEDQR CEE i D,.B.aE1Aw K:D]w email=jalals@cctexas.com, -i'i ACTINIDES HULL 0E XI T ALLOWED BY THE MOST CURRENT AW WA ME EFFLUENT ARO SHALL WSTALL THO.DEVICES POIOR TO COMMENCING...ERE.AcownEs .LOCATED FOR USE IN ANY RELIC DRINKING WATER SUPPLY C=US 3 y RDMECOECMIIONSSHALACCORD.. SRS EONBLCHAMANNERA,TOPREVENTDAMAGETOADJACENTPROPERTYAND Date:2018.12.31 10:03:20 OTHER WC. ]1 TESTS SIULL BE MADE ONLY AFTER C.PLETION OF SACKFUL AS SPECIFIED AND NOT UNTIL AT LEAS,THIRTY.au P6)HOURB AFTER 31 ITA.GE CADS.BY DONATE..OPERATIONS TO IRO PERTY OR WORK MULL BE 0 OR REMEDIED BY THE THE UST CONCRETE THRUST BLOCK HAS.EN CAST cont.c ION AT ME CONTRACTORS SOLE EXPE.E 3 2 EACH SECTION Of P.M.MOLL BE SION.) WITH WATER/WO ME SPECIFIED TEST PRESS.E.M.SURED AT 3 if ALL IS 10S.BNDDMPmEOFDNOFFSITE THE CONTR RL«NxsEREWIR TOLCOOEDERAL ANDACAPM�THE OSP°.SITE.OBTN S 3 3 DURING THE LNGDFTRENPEAPPLIED AND APPLYING HESPECIFIED Ea PRESSURE.ALL Na NI BEEXPELLEDFTRDMTHETDF 06001 PPELINE WASTEWATERISANITARI UTILITY ROTE. E...ENAMIEDJ. M.S.,BE CORRECTED IMMEDIATELY BY THE CONTRACTOR 1 MENTI Bu DEFECTIVE MATERIAL THE DEFECTIVE MATERIAL GRILL BE REMOVED AND REPLACED BY THE DATE 12/I MOIL TYGCE.NOES,METE.S ADMNISTRATNE CODE(TAL)CRAP,ERR 213 MOML]O6 21T 70 COMECHAPTER 212 CONTRACTOR MTH SOUND MATER. w TS. ENWBO,L ,rpMWSSS(S I. WNA STANDARD Cm1 NLD PROJECT SPECFICATIONS MUST BE D..COPES OF I.S. NOTICE E ANYPORTIONPRSPERFORL•NG ANY UTILITY TION m THE PROPOSEDNSEWAGE COLLEECT'OOR Svs,EN6 TO BE RLNATEETHEETHAT PORTON BE AI. SIS TO CHECK THE EFFECTIVENESS OF ME DISINFECTION PROCEDURE CONSTRUCTED UNOER THE SUPERVISION OF A LICENSED PL LABOR AND HAVE NI TNE REWIRED PERTKITS WHICH SHALL BE 8 1I 4. CONSTRUCTION OF.6. _LL HE PROPOSED SYSTEM STHE TTLBEG.AND AT THE TIE-IN SNLEI:S,ISPOINT TOAEMESTEXISTING;POOR PLACEMEn,aF,WYa1FE/0B 6 A MWMULT OF ONE BE RAAND THEN FLUSH IND R0eoOCONTAMINATIONRREAFEEET OF CMAMETED WATE THE INES BEFORE BEING PLACED INTO ER ENE WALL BE REQUIRED.UNLESS NOTED OTHERWISE RE ] TO BE LOCOED IN AcCoRDA.E WITH ME STANDARD DETAILS NLMTERNaAN B. WARTITESNSCATEDAREAPPROAa,RRTEAND NOT ALLREAUNEDM.LINES,SERVICE CONNEC TIONS,VANES.F. �T,MATS. ,INDICATEDANO ERNEMa R APPNo.IMA,EnrvDA 1x g .«LENTS TION MUST BE N ACCORDANCEWOH TRE TE AAS mEMSSOR OR E5510)5 5 TAI QUALM(TEEog,TIE ,ERIE RATmrv"ESCODE MAC)521114),AND THE DRAWINGS,DETAILS.AND SPECIFICATIONS FOR THIS PROJECT, 1 y6 22. GRAVITY AND LOINTS BEaMICLAIEET STEHAV°E'IA',NSOR REQUIREMENTS IN LESS,AA /MUST MEET THE ASTM SPECIFICATIONS FOR BUM JOINTS D,1N.Dr,,.W,,2MINF.APRESSURERATNGOFATLEAST,6DmUNCEPERSQUAE.Ia i. !� APES AND IANNI BY THETENWMMISSONONENVIRONENTALCO. o 2.4, S.A.LINES SHALL SE INSTALLED AT THE GRADES ARO SLOPES 24D.TED ON THE m ("CEO I_i � 4,...1 LAT. r UNE-MINILTIm SLOPE 6 0.5014,MAXIMUM SLOLE ISM.. LI 242 ST UNE-MINIMUM SLCPE 6 0.33.M.N.SLOPE ISO ROM 0 2 24.3.IOU.MANNA.SLOPE 6 0.25.12A.1441 SLOPE IS 6,13. 15. SEPARATOR AND .MwwM%CTwPPOD SuuCI ES W 561A SM9ANRIaDTW,pWFEETTaIOBEDWNRDNTSIIEEUaAMOETRERaANroD HORIxOM. IONBON,N w F 0 ].6T6. OPLBOeFNE,O'1E1AAULEuSrIrSINENTI.NWT®E MME,ERS Aro AVE CEMENT _ 01 52o. WATERAJURE. CONSTRUCTION SET y « g WAHEDIES)IREDINSISLLMTE,MUSMMEETTOE`EES2E SO WAC41�53)1lv4DESK.,AND30TAC55500)5I DATE 12/11/2018 f c] kY GER DISTRIBUTION)AC O ;5,5, y6]E. ETI])BETwEEN WTMDEDIAMETERSAxDFIrOw, N / 2 R " Q FWR"E:i.;B w" wEDWETERaWTHNNLG E HEa WDEINE NOTICE R. F i 152.0 6514 OFODEs0T O15ENNEENOUTSIDE OAAETERS AND HAVE CEMENT Ig 7Nm 4 O AS E z a STABILIZED 8 3 ...ACED EEME SENA/1E1.1XE MOST BE BELOW THE WATERUTILITY aUR DLI L R, W< :6] COLLECTION s,ETATRs.STBEma,RDCTEDWI WITH FOR LIE CONNECTION ANTICIPATED *TovOc 811 m F °o BETHoIRBDIRD RQ R. aRIt R TO REPAN .2 • ]6] EDWY�mIEa,HTRD lRAL WITH BOTN THE SEWAGE LINEA.THE EXTENSOR Know what's� W. ? A CONSTRUCTOR, END IiCECalyou lNUFACTURED CAP TO PREVENT LEAKAGE EXTENSIONS MAT WERE TOTCCC2.1 �'��� ANTIOIPATBOATTETIME�C7 Cf ME STREET PAVEMENT EAL SIMMTH A NSTRUCTIONORTHATARE,OBECONNECTEMANONSTINOSEWERLINENOT DIVE.woRlwD oas"fI NO* N ONE.woAO V_ ...I..: • ' CLsi 1018•PACE 3O 3 DESCRIBEDe DENSITIES MALL BE TN.N AT THE.TE PER LIFT OF COMPACTED MATERIAL.A MEW.OF THREE(G)TESTS SNIT BE `b • TAPE FOR/PREP Cf COMPACTED FATERAL ANO ,. HOWEVER A Pp..OF WE DI SET O CYLINDERS —.— G • M..POO. . PERTINENT To THE PROJECT DOT ARE A TICIEDEO POR REFERENCE a PALL RC DOE PEAPONsielLOV OP ALL CONTR.TORS NORM° SHALL BE POE FOR ANY CONCRETE P.C..IN ANY OP.TEST.ALL BE EVALUATED N ACCORDANCE WITH ACT 3101 . CT DOCUMENTS,PESCH INCLUDES RorPori.POTED TO NNE . If WORPTAPHIP IS OWED TO EE BEL.THE REOAREMENTS SET FORTH HEREN CR N THE SPECIFICATIONS ASA RESULT OF TESTING PROJECT'GENERAL REDUIREA TENT E NA AND DRAWINpi INN ITROJECT ID BE KNOWLEDGE..MTH ALL PROJECT GS CONTRACTOR ❑ STORM SERER MTIELT ]� OP RONOIWOILIEDGUBLE WON THE CONTRACT DOOM.,"WILLAAI MEeuFF.OEWSEWTHE CORIRACIOt. S5, THE CONTRACTOR SHALL COOPERATE ARO COORDAPTE FULLY MITH THE TEST.LABORATORY AND PPECT TESTING REWIREME NTS . O WHICH IS REWIRED TIP MAN A By ME CFRATONS,CONTRACTOR SHALL SEE SPECIFICATIONS FOR ADGRIONAL TESTING REQUIREMENTS —•—•—._WATERLINE a' 1 PSPHAL I...MEP STANDARD PROCTOR-TR.CH anal._PER PEERS%SOURCE • WATER MAME 1 NCH D'MOT MIX-PPR.TIC CE1 1 PAvf TENT SPAT BE SAIN-CUT FULL DEPTH VETERE EXIST.PAVEMENT IS BENG MENT INN:(AND TWELVE-IN.(TT)CCMPACIED FLEXIBLE BASE IN PCORDANCE 5.0111 THE SP.FICATIONS. DENSITIES•e,. DENSITIES•TWITCH EPPEL PER TO LINEAFEET IR.CH PERU. • PER STREET PER MATERP SOUPE A ORAAr Y REMOED. STANDARD PROCTOR OE IA-`;Pnu• Oi STAMEN_PER tm LINEAR FEET PERurff LET . LINE FIB(YN • 1.1 t. EOR,PERCENT IaaAT PPE.,RAPTOR IN ACCORDANCE MIN ATM DIET P(CONCRETE STREEIT_PER TO LINEAR FEET PER LANE PER LW • WATERLINE TEE tN AI MOSITuRE CONTENT-116 TO A%OF OPTIMUM. WITSOM. OE ERNEwAvs) a 112 IF THE EESTNG PAVEMENT S.TION IS FOUND TO BE OMER THE PAVEMENT REYAR SECT.SHALL BE AMPS.TO MATINDENSE.SPERM(sOEWALN PER 6.000 SQPRE FEET SANITARY SEWER LINE __ L e.2. S SANITARY SEWER SEWER FMVNIKKOPLE MNN jjRR 121 PALETENT SHALT BE SAINCUT FULL DEPTH WHERE EXIST.2 SECTION Na PAVEMENT VE REINFORCED WIMP REMOM:IeE+RCNGTIDNCEMEas W. MAW cunS AND GUTTER PERZ PRRxFM FEEL SANITARY SEWER MANHOLE SI T REPAIR..CPSIST OF PI T. CLEANOU PWELS INTO THE EXTSTNO PAM.,EVERY TWENTNEODR MCPS IN'I DR EVENLY SPACED AND EIGHT-NPTeTCPPAOED IED PROCTOR PER LMQCu —•'•_ RRoaSGP 8$ xxt EIGHT PEICENTTEMAI MOPED PROCTOR IN ACCORDANCE MM ASTM MST FLEXIBLE EASE N ACCOPONICE W.THE SPECIE... L en IRTANIMNDI eRIePE RALE IC YARDS —w—wPS LNE — AT MOSITURE CONTENT.1%TO.3%OF OPTIMUM MET BALL PI TEST PER PTE.L SOURCE I) 0.12.PHONE RISER ' I 222SECTION O FOUND TO BE MCrE11 THE PAVEMENT REPAIR SECTION SHALL BE INCREASED TO MAOI PER TTERUL SOURCE ME.STING SECT. DENSITIES OF COMPACTED RASE(M M.!STREET_PER ID LINEAR FEET PERU WE PER LET C EXIST.rMNSFORMER c LTENSITIES Of COMPACTED RASE(CONCRETE SIREEN_PER 100 LINEAR FEET PER LANE PER LT A POWER POLE EASEMENT CONSTRUCT. ETENATEEs OF COTEPAC,ED RARE RAAB a GUTTERT_PER TO WEAR FEET 1. PRIOR TO COWEN.°PAYING...PIES.ALL IMPROVEMENTS SHALL BE P.TECTE0 FROM CAPP 6.2. PAYTTENT I.,. L RE RESPONSRLE FOR THE REPAIR OR RERACEMENI OF,HE ITEM 5.11, HOPP ASP T(HG) - BURIED AT&T caLECL ANALYSTSDAMPED AT NO ADDITIONAL COST TO THE PROJECT EXTPCPN, PER 500 TONS OR PER DAY Ct AVEMENT TO THE LINES.GTS.AFD ELESPECIFIC...EOS AS EO BV THSPECIFIC...ANDA L RIPANTRY m• BURIED FIBER OPTIC GRIT O RY(ROE MTImI - — CO El PT ADJUSTMENTS TO ME UPS,GRADERS.ELEVAT.S W.BE APPOW D BY THE OWNERS REPRESENT.. TEPERANRE•DURNO FROM CoNTINPLA AS NEEDED W L NS A CAT PAVEMENT SECTIOMIEDWITRN MM MATER...THE ORAWNGS MMATER.METING OR NESS•IN PUCE(CORE) ET OF STREETCe EXPEONG ME SPECIFICATIONS AIR VOIDS•IN PLACE ORT( PER Leon WEAR FEET OF STREET EROSONIPOLIUiON CONTROLLEGEND e THEORETICAL DENSITY-IN (CORE)_PER LOM LINEAR FEET OF 0 CEOTECHNIPL ASTRO LABORATORY FOR THE ESTABLISHMENT OF AN OPIPITAI SOIL ATISTuRE AND DENSITY PROCTOR STREET RI REPORT COPIES SHALL BE SM..TO THE OVERS REPRESENTTILE PRIOR TOPERFORMING ANYWORA REQUIRING THE e01 FROSIWNDLLUTOM CONTROL DEVICE Q J CO PTERIALS COMPRESS.` WARMER.TS WITHIN THE PAVEAT.T AREA SHALL BE O020ST TAG 2011FM0)FINAL THAT AP TER PAGE°ACTIVITIES ARE WLESWA TERMSTRE COT.11 10 DURAL(BBMM)STRENGTH•7 GAT AND 18 Pp,'H-MP AND API I SET PER 2,500 SODARF YARDS OR PEA OAT _•^• REINFORCED FLIER FABRIC Q NCH 1 PT PER 2,500 SWARE ARP OR PER DAT CO OTHER DETAILS OR THE OWTERE REPRESENTPIVE P 'SET PER 2.552 SPARE YAPS OR PER CAT n e. E l coNcRETE ce SEW.UTILITIES.STORM SEWER UTILITES.WATER UTILITIES.SL EEO.FOR ELECTRTAL PERES SLEEVES FOR TREAT.UTEITES SR... SMIW 1'N,AND 18 DAV ROADWAY LEGEND Q PAPP TO TIE PAVING IMPROVEMENTS STALL BE INSTAL ED is ACCC.ANCE WITH CONCRETE ROADWAY • El MEWED BY THE CONTRACTOR.AND P.S ALL TEST.ILL OAP PATS DRNEwAys so'ER 2 boo THE CONTRACT...PROCEED SOLELY Ai MECO...RS OWN RISK N ENTBMIIO TOMCOST�s RESUL'0GfnT/PATENT OF PAVNG oM TREVVEAFuivR OR TEE pm. EFETWLEss WRIT AND DurtERlcuaa PROVEMENTS PRWRTO CuRB,POST AND ORA.INLETS SET PER 5 EACH OR LESS C BBONCURS/CURB YRANSRKKR SET PER 2 EACH CR LESS 0 DRIVEWA _ TESTA°FPURE 01.10 SOLELY AT THE CONTRACTORS EXPENSE BP MANHOLES R FEET OR LESS FOR EACH BARREL y 6x © SIDEWALK F TEEN PRIOR TO ME P.CEMENT OF PAVING WPROVEMENTS. ANY OD. END TREATMENTS(SET._SET EFEEr ® Q • DRAPE.A.OR FPED TOMER.IP REEKING f NW CTIVITES TO REMEDY THE IM..L BE BOLE.AT THE CONTRACTORS EXPENSE mANHOLE BASE/FOOTING sET pER no EAcH I TO APURE THAT IS NOT GARAGED AND AT A RAPP ORTANCE OF IWO THE.STING PAVEMENTSTP CONTRACTOR PPP SAW CUT ME PAVEMENT IN 11. WNEER ORLCOALENTm MAY REOAREAopnaNAL TESTI.THEW 04.REGON.RETEST FOR FAILuRES ARE NOT INCLUDED. DRIVEWAY/PAPP.STRIPING pq 1 FEET 127 PROPOSED w HEST TO MOF THEE PROPOSE ENT IMPROVETEN TS LOCATION MIL --- STRIPING R 7 A d1� ONEWALK/ED ACCFTIELITYMMP CONSTRUCT. IATESTED CT.,THE T OF ENGINES OR LOUT PRIMmA5 ORDER RTEESTSAS NECESSARY,O..TEST..BE REWIRED.IF MESSNER/A CR DRY PERlmoccuaSONA PREVIOUSLY 0 STOP SIP /0 y TE. ALL SiDERAL PS AND ACCESS.,V RAMPS(Luna RASPS,RAMPS EMT.THIS PROJECT ARE TO W ODAIRUCTEO/NACOOROAME 1.5. 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THE CONTRACTOR WILL BE REAMED TO REMOVE EXCESS WEEMS ANDCONSTRUCT.DEBRIS FROM THE PROJECT SITE.CLEAN_ P THE GER Date:2018.12.31 10:03:50 a H 5.' 1 DEaI(.,N W° TI 0151 ESN~ASTEAHOG ENSOTIDRA•�DNI� RQ RLL -06'00' ,�i CTED BY TEE OWNER OR OWNERS REPPSENTATIVE ' DEVICE REPRESNTATEB LRE NFIED NDREMEER. 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MOISTURE-DENSITY TYCUR/ESSHALLBEGENEPTEDFOREACHTYPEON sE•MCES AS OPLINED IN THE PROJECT OF SP PM.,UBEDDNT ME PROJENS AND AS LISTE0.0w A.CT NPLA:ECOMPACTIONAN THE �,D..Jm e�,,PR ;a .;`— '0TZi ; — 02.2 VIS` ,, oNE 4 14:120 DA vs ID+I ZVI ^ 4 of 21 eneets • AUGUST XIS•PAGE IOE, ME FOU014441G ARE 1HE rro.C.44 SECTIONS 4014.141.E OWL P.M.OF CONStRUCTON(44444W403.SEE NE ONNWINOS FOX ADOGION,44 n CONTRAON CTOR ° w� .o»wEwS/ NEENE�N,A,AE 04.1...13114401494.5.14E. o>o..,E,� LeE,.L°,E�Ie°wb.mCO.,E,<ea , ,IOw E g R 3 E i - -V A E 9 r. \ d" i� /' _,,,mw,.wAT.,cc.sAND wawa un.m...sOGRT— PAVEMENT,CURB,SIIDEWALK,&DRIVEWAY w �; .\ / i ' — _,N..cN DUN. ,N.0..N.�0. 4•. 3 COMPACT ED / BENNowo m mom. m* a,DN Warp so Bo RADE 2 PAST EDGE or ENvEmorp =SFr WHERE PAVEMENT WEIS etnoorda wacou ;r %. aqRow oRcm CoodERFP,442no mat,: , .#1111'' • 'I` ir illIllPifr B w nROwANMATEAccE..AbwN.AT.Nno,N,A NW CC U . # , Fa moomou \ @41, .." Jr :WTN..COMPACTEDTOMA Rm..PNCCT. n,.N,N,. �3�oN wn. 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MEGENERAL ,I,EO DONINNE wSOME CASEsAoeso.m°„w,.w.W, ,.�E INMONS .IFATIV.,oN„orANAmgenin°„osNo, 54.keemally.l.l te.a,.°m. o � a STORMFF EN LUMPS.. 1...POINT cf NivisEcnoty sT.sToRm US•UP STREAM <=US CONSTRUCTION SET z w a ,f, AC ASBESTOS CEMENT DE.DRAINAGE ENT Date:2018.12.31 10:09:20W DI.COCTILE RON FL•PONINNE ME•MATCH EPSOM PRO•PROPOSED STM•SCAM W•WATER DATE: 12/11/2018 t7 m Az. tunes ACT FOC•FIBER CPTC CABLE JOINT EASEMENT MP...CAE PROP•PROPOSED SW•SIDEWALK W•WHITE � 1.1 W MIN.RUNUP FVC•POLYVINYL N pwEN N ENS N E,LTN:AL c °ND a TCP OF cum WL WATER LAE / NOTICE -j 1- a ,- aDNOE Ne EASEMENT TE E REGULATION riti °.�:°N 7,' t:zw l7F2 m Lia' g 6 FA.BUILDING OW ELT,'•ELEVATION ..GUY WIRE ND oECOETc,wNEM N YELL cau a ENT gw�”w�`b. a ONNo N,,n. R N, v m ENE wA. WALL .NT,N„N.NN,. , •N Tov�� COEFFICIENT .ENTINT * 81. 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DN h,P.E., l M.H.Ali i m ""�" 1 ' Sal h,P.E.,o=City of {, L k Copus Christi, Y n �f 4 ` ...•,....,.. ou.Development +++ II asx Services, d; 111111 .,. dao a ? demUl alalspcctexa zoxE n•.rEisi ; _ O TS �6 { s.can•C=US E.es.wo o ]]I � I W.: li R. lq1 €L . , . , 0a :2018.12.31 aevsr-n u,wz '- i ce.' si �' 10:5:02-06'00' +� , I, ,y 3 ZONE 7... w.s.ssruamu \� - - i. .I Z-a� n.v0 ire"� x i — (14 . .IENSEOYf]T+.] ✓4 ` -- 4k ',E N 3 PLAT OF '•\ • 1, ,." - - s w o I DATE z„ . ARUBA P.U.D. + BEING ALL OF LOTS 17,18,19,AND 20, G 'I• ` 00.,_.--..P--,,„,,,,,—Y PADRE ISLAND-CORPUS CHRISTI -k ..t��',q�,� \ p•\` i 3 SECTION C,OF VOLUME 34,PAGE 133 �E 'b F\\ . 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V o _ .J' INV.IN(SW 8'CLAY):0.23' JJ ® INV.IN(S tY CLAY)-0.25' 4 F L" • (((HHH INV.OUT(N,12'CLAY):-0SB': Z O 011141 1 CONSTRUCTION SET C3.2 DATE: 12/11/2018 l� • I ,26 LF STRAW WATTLE I 't '. 93 LF STRAW WATTLE I/r .. - 311F STRAW WATTLE j / 1 �� 72:,R �t \t /'�/ —— ARUBA DRIVE_ I .�; / �y"�^o — ., �0'SIGHT-OF-WAY —— — z . 1 , 4h`hRA " ,\• ' T'� /.• wnsxf .cs•/° \W`�=T-= 1M LF STRAW WATTLE •—+�"�� O �' j wr "�••.�.�r�.•�r�r�r�w�w�r��� 13 LF STRAW WATTLE CC \\ �y4�� \ /\ ,,,MMM--- } / U Q-I CO \1 i4' J -_,FT, 1 m CC / rr �0�,- - bRTrD• I � -1 .�.... ii LU ______ [::‘,,... ,-,,v, I 1 1 ii! ij, ____ I r t •bN.D•P�P•R 0 �" 1� WIC. \\ �`� j /> t� �iO ntrE ILIIlA1. • # " IIS �I S :® 3i� g J 1 p s / I • Digitally signed by $ " Jalal M.H.Ali Saleh,P.E. tY —�4 U EROSION AND POLLUTION CONTROL SCHEDULE -,:-Q .,,,:r..,�ryC ✓/ _ � I.' I� _ 1 p iiiii C9i `\Pi // 1 I — L-- �- N O 1 j DN:cn=Jalal M.H.Ali 1 RTR• WATTIEDEBCWTION wLr.. 91, �v1, 9`. \ i Al oRASPENTr•Ta Saleh,P.E.,o=City of O w T d WATEINLETPRO, •E• m '' p j Corpus Christi, CURB INLET PROTECTION BM BARRIER 2 E '•. \ M^E STABILIZED CONSTRUCTION ENTR„N�E.EWT E. _ — _ _r I @ w' '" ou=Development z € A CREW RUC WASH M A 1. j R,u,w..sq` Services, o g F. 3 6 PD INFORMATION SIGN 55 LF STRAW WATTLE •'� 11F STRAMI M7ATlE` I small=Jalalsgcctexas.c d U ly �Y" I om,c=U3 °z 0 m m\. m Date:2018.12.31 <r R g r ...m,....Pw.,A.a,.,•.r..",.k.�=7:',======r \ N, p l^ j j 10:07:32-06'00' zo 0 o I I , R j I CONSTRUCTION SET /�A 0 a \ I once: 12/11/2010lr`F or 21.11••1. N B. N.PuRPOSE OF IHE EROSION AND POLLUTION CONTROL MN(HEREINMTER REFEREED TO AS HIE"...Pc,IS TO PROVIDE PRE CONTRAG TNN 24. THE LOPINGASOLIDw..PIANO COLLECT Aro DISPOSE OF ILL WASTE MA,ERMS OISCHNIGNO OF IIIE EFFUJENT MISCHARONO TO...CENT AREA NOSH MO RUNT,IMO.NMP RANG FOR MOW LALµGENERAL INFORMATION REGAL..EROS.,MAOµMOTION CONTROL;OR TNE PROJECT THE EAPCP ISNOT A STORIAWATER EIENE.TED FPO.CONSTRUCTION ACTIVITI.. DISPOSAL,...FOR DUST ROLLw.OROANCE WITH LOGO.STAR,MID FEDERAL REWLATMNS ASSOCIATED1.21117014 PREVENTION PLAN AND THEREFORE.WILLµT.TISFY THE REOUIREMEHTS FON HIE MM..OF STORAINATER ].t. DESIGNATED LDGTIONS FOR SOLID WASTE RECEPTACLES.TYPES. Se. CEWATERING EFFLUENT SCNAROEI MONITORING.SHALL Ne FnEOLOWS,UENCY UNLESSMFM otl KNAVES Ds.DSI HERWISE STATED- ,. REWIRED F OR THE ELLACHAT.N SYS M(WOESIGENERAL EAS POSTED ON-SITE M1obMMlTED,o HEOWNER DROWxERS REPRFaEm.iNE PRIOR,OCOMLErowa SUSPE?OED.LIDS DSS) _ ® MTH THE µ%NTN ANENVIRONMENTAL D EDECRAL REGULA ERA PERM EONS REGARDEDTiiHiED u..OfR l'HE TEARS SimµDISCHARGE LGROUNDWATERASSOORTED WITH THE SIAL Emmy 7 DAys 11•9 STANDARD q�B CONSTRUCTION AC TONYµROUGH DIE GUN.MN OP NE SECT AS THE CONTRACTORµALL BE KNOWN AS THE PRIRANV OPERATOR. ].1. UM HYDROCARBONS e.00 RECEIVING E DEFINED MOEN THE TIDES GENERAL PEHMIT RNR IToaw NEN RTI ATWEEK THROU.ODI THE DURATION OF°1 THE PROJECT. 11. ME CONTRACTOR SHALL PH/GE WORK.THE SETE AND USE WATER,TEMPORARY COVER.ANDIOR OUST CONTROL MENTS TO LIMIT NOR .E AMOUNT OF OUST AND OHM...BORNE MATERIALS FROM EXITNO THE PROJECT SITE TOTAL BT. EV.y 7 DAM 010 1 CONTRACTORS PERFORMING ANT WORN OR THIS PROJECT TO BF ANONTEOLEASLE MI El ALL PROJECT NOTES,PROJECT 11 KE MI .CESSIVE,THE CONTRACTOR WILL BE REWIRED TO TAT VIDA',MEAN/MSPCSYN.L.R MCAMnC RYER...BONs EVERY 30 DAIS 0.01 DRAWINGS,ReouRCIAENTS,ARO PROJECT ANY AND ALL COSTS MA IED m FAILURE OF BEING NNOWLEOBEABLE TO BE AT INS POSSIBLE TO CONTROLTTE PawnM. AMIE_ EVERY IdYS 06 SOLE EXPENSE OF THE CONTRACTOR 0.COMPLETION OF ME PROJECT 4u N., rd,F,ADEQUATEMNITARYFKEITIEBFORWORLERSIAmdLdNCEWITH MdwSOFSEEDING,M,LOHNG.SODOM.AND I a 1 T.PROJECT WILL AND BE GENERAL.YPERF.MEDDI THE FOLLOWING SEQUENCE(NOTE SOAEIMIRONEMENrsIIST�GENET..PROJECT MFOR.TION REPRESENTATIVETLE DISTURBEDAR.*COVEREDORSTABILIZED IGIBLEJ:TO A.1,. LOCATORS SHALL NOT BE NEAR w w THE PATH.STORM WATER RUNOFF,WATER BODES,CR ENnRONMENTMLY SENSORS 0.]1 ONCE ME SDE S STABL EO.ME CONTRACTOR SHALE REMOVE ALL EROSION AND POLLUTION CONTROL MACES,uNLESS 1 1 SITE PREPARATION, M.S. mMER.SN..TEDdNTHE DRAWN.OR BYTHE OWNERS REPRESENTATIVE 1 2 GENERAL SITE GRADING. . LBE M.wAwsD DAILY BY THE CONTRACTOR S-].MTE.RE THT OPROMCT FREE OFCOTMw ANTS WEIOCOSTRmiNAI:,mnss 1 3 WET UTILITIES, 4.4. PORTABLE UNITS IMPROVEMENTS. AIE FA.LSY 1 5 DRY UTILITIES. PRO...RANO wASTE.ALL BE DISPOSED OF N ACCORGIME YAM LCCAL.STATE...FEDERAL REGULATIONS 1 6 RML 0..110 AND SOIL 5.311.111.4 4.42. ME FACILITY WILL NEED 10 BE SECURED TO PREVENT TAPING.SPILLING OF WASTE MATERALS 1 ]. RL CONSTRICTION ACTIVITIES SHALL BE SUBJECT TO THE POT Lu TON PREvENTE.REOUREMEN TS OF THE Cloy FEDERAL REGULATORS...8LE PERMITSAND AL STORM WATER POLLUT.PREVENT ION ANS IMP)FM,HETPROJECT. u3t. NMEDATELY ANO DISPOSING THE MAT.AL N MCORDANCE NMI LOCAL,STATE,AND FEDERAL REGULATIONS. CC 1 THE CONTRACT.WILL BE REsPONSIBLE FOR CONN ANSE.INSTAL LATI..ANNTENANCE.AND REMOVAL MD IT wIll BE THE MM. ...NAL BMN MAY BE REQuIREO TO PREvENT CONTANNATION OF SOIL.SURFACE WATER,ANDORGROUNDWATER RESPONSIBILITY OF M THAT.L .TATO COMPLIANCE SPEOAL AREAS SHALL BE DESMNATED FOR VEN.ES AND EQUIPMENT TO BE wASHEO AT SO THAT THE WASH MTER CAN BE WLOWED S,FEDERAL SLUORACTm TDP MARC,LAN WINMEASURES MIS SET OF DRAWRGB IS A RECOMMFrvd,IOLI OFHTHE ETORASS rvD B,. OTHER POLLUTANTS GN BE COLLECTED AND r CONTROL VCES(ECMSHA°°W0000ESEDEDTFCSS(ER.HECONTRACTORMAYNEEDORBPREQUIREDTONLUALLMOM.. IORw Q' CONTROL STH LOCAL, ON THE D.NTRACEOM'S BTDRMWATER POLLUTION O PREVENTION NLiAN(GS TOi*O ENRASJnECOMPLiANCEWITH LRCM,STATE.AND FEMPAL HEGN✓TIONS TO SATISFY REQUIREMENTS e]. FROM wnERETHE RUNOFF WILL FLOW DIRECTLY INTO DRAINAGE WAYS.WATER BODIES, CO AS THE PRIMERY W e.,. IDE THE EQUIPMENT TO HOLO/ND DISPOSE U 4.1. POTENT./POLLUTANTs FROM THE CONSTRUCTOR NTE MAY MLUM,BUT ARE NOT TINTED TO,SEDNENT.SOLO ARI Of THE wATER IN ACCORDANCE WITH LCCAL.STATE.AND FEDERAL REGMATIONS WASTE,DEBRIS,00 TCONSTRCTIHE TYPE AND NEHm.CdEMOLEU. Cre,Casna/CRONdTETEALS.NUTRIENTS,METALS,iNDOTHEERS 56. NIA,BE BY THE CONTRACTOR WITH THE LOCATOR BEING RI }Q ACCORDANCE WITH GE SPIDIFICATIoNS AND DRAWINGS _I 5 ovecootq toct. P AN AREA IS DESIGNATED ON THE RAWwm IT IS FOR REFERENCE ONLY AND THE LOCATION CAN BE 6ONE0 BY THE CONTRACTOR CO 5.1 DAILY ION GROOS.. _ e.T1 EN ORmwSDMNEDDEACEBwHEvwERF AN INSPECTION.ALL EDWARDS.AND St. SHALL MAwIAIN AG EQUIPMENT...SITE TO PREVENT POLLUTION.THE PROJECTµTE AND MOMENT m 6.2. WEEKLY NSMPAIR RCE0(RETOR O,RED,M CONTRACTORS TIER EN,AINESHALLPER.DRM e,. MAINTENANCE ErANDREPAIR.EQUIPMENT ONSI0ESHALL BECONFINED TOTHE OORLSISPECEIGLLV.WOTRETEDFmMAT Digitally signed by Jalal M.H. n I .TOW N..D00 CONTRACTORS TWELVE,100140AFTERA WEEAATH1ER EVENT..ULNNNGOf IA l.EC. OnoA°TPI EVERT PURMNE RE, S,NAO BE LOCATED AND DESIGNED 50 THAT OILS FUELS,GREASES.SOLVENTS.ANO OTHER 0.LITAN10 CANNOT eE �� ,,„,„,,,,,,-.10. All SaIeh,P.E. W is IORGMATER WAS D...1Y INTO DRAM.WAYS.WATER BOO.,OR ENVR.ENTWLTµEn&TME AREAS. di e1RE 052100 SO 0000205400 SAlUTE 0040 54 0000 110. M.N..RE PROVIDED WITH ME UATEWASTE 25 OBSPOSAL DN:cn=JalaIM.H.All Saleh, SITE AND BIM/NOTING ANY CORRECTNE Al EA.RES BE R.OGNUED BY THE MOPE.,THE OWNER/NO HE OWNERS REPRESENTATIrt. R„ PREVENT OIL FUEL POLLUTANTS AID OTHER FROM BENG WASHED DIRECTLY NTO DRAINAGE WA Ta. �O. DEVELOPMENT SERVICES 63PORT FORM TOSEPROVIDED TOTHE ENDRE..THE.RN.APO THE°WEE...RESENT..WIHwN P.E.,o=CityofCorpusChristi, City f nPuotoil.gre HOURS OF COMPLETION e]. QDIRMErvTFROM HEPROJECT SITE rDAM00ESUITABLE LmwrwNSHALL DEDONE PRDRro c 0.0...4 4,4,606 ou=Development Services, v NHE EN,.PROLOG!WITH ARQUADm.BPEffIOATIDR«mTML.TEMmTB,RNmxIRro.NNrMALLBE APPLICABLE REPAIRS ORES..!HEM«,RATDRSMLPRD IDEDMs,m07401TEQNmEBTDG.DRxHEAMmxr. Citi DDE5B°,5(0.00"0') email=jalals@cctexas.com, GENERAL REQUIREMENTS 7.1 WRING DEMOLITION OF DR NOFSHALNOT FLOW 0RN:TLYI,°I ME CONTRACTOR WIL L BE RESPONSIBLE FOR ME°ESTELLA,.AND MAINTENANCE OF ALL.1.1.1 CONTROL DEVICES MO MP, AIRBORNE POL LUTANTS c=US NO TED oN ME CSW3P AND TO RAKE DURATION Of THE PROJECT DRAINAGE WAYS.WATER BOP.,OR C,, ALL DEVICES SHALL BE MAIIONNED rvTINDx. EN OF RDISTURBEDM aCTOEREDmSTABIL.,Aro m HE NP D Ea M TERIALE,QHEMGLOMNDFLIEm MLYBENBITMEARMS Date:2018.12.31 10:08:10 �� a A �S�t b THE REMOVAL OF THE DEVICES. HE PROSECT 06'00' a PRIOR TO COINEENENG ANY C.STRUCT.I.TIM CONTRACT.SHALL INSTALL A STADLOED CONSTRUCTION ENTRANCE/ESP "B TYPES Of sHEETs�sl°Q�N °ACH M�A°�N�"I µrt"r W ]. PRIOR TO COMMEN.0 AM LAND ONT.BANGE MTIvITY,THE CONTRACTOR SHALL.RK THE Ee. LIMITS.THE LAND DISTURBANCE 61 2.2 1 ALL MHICLES AND EQUIPMENT THAT NIE EWING THE PROJECT SITE MUST UM THIS DPACE SITE AND.NTAN A LIST AID SIBLEIOFOR OMPLIANCEWiM OCCUPATOFNnES�l[n D HEALTH ADMNSTRATION IC.AI 3 1 THIS LIMIT SHALL BE CL EARLY MARKED FOR THE MANN.OF THE PROJECT ,,, DANCE NH MANUFACTURER 4 PROR TO COMMENCING ANY LAND DISTURBANCE,THE OSx,RAETmBHMLINSTALL WIEROSION CONTROL DEMES MAT ARE EaMCOMMENDMIONSAND IN ACCORDANCE NUR LOCAL.STATE AND FEDEFAL REGULATIONS APPROPRIATE AI MAT PONT.CONSTRUCTION .114TANERS AND MSES..l BE INSPECTED DAILY SY THE CONTRACT.FOR ANY L.IS OR SPILLS _.• IE,EMRSODLEA.ANDCUTFMLSNAMBEPROMCTEDASTHEYAREINSTMLEDWITHAPPROPRIATEPOLLUTION 11,11 FACILITIES EL"m PERSONNEL ARE OR IN MT PR.ENT CONSTRUCTION SET i CONTROL DEVICES II SEDIMENT AND DEBRIS SIML BE RE.VED FRON1 Rs mMBEWERINLETS.MANHOLES.mTEML0 ASDSTHERSTR CTUREeVAT. HNT Aro PRIOR 1000AP.ETIONOF R,T CNTRCTOR'+LLNEEDN DATE'. 12/11/2018 xT TO THE DEVELOPMENT PRI.rDOrvDMlu EAawEA,ER ENE ..SPORT FROM THE SITE , *�co R�wJTI. ^SECTO MPIEMExT NGwRasroPREVENT wEMrua FROM PawTwO THE suRFAM.a,RFACE 1.5 � 02.1. THE USE OF HEMICAL RESISTANT ATS AND LINERS SHALL BE USED B. AS SOON ASTT FOT0EM LEANS.SEEDNG.MULCHING, 111. FEDERAL CESSCH0ICALS N ACQNdMM MH MANUFACTURER MC.MENOATOMS AND LOCM, w t P r ONr IrRQ NN DATE Iv„m,R SOO...AND/OR OTHER APPROVED MEMODS BY THE NIGNEER S D.i Anv SRI PRIOR WRNG,ANDMlERCONSTRWTIOrv.HE 3 DEVELOP...1AM)WIL L BE HANDLED As SHOWN ON TM PLAN �' EAro ALL FUEL rA]NEU SHALL BE Ndis0lNDc 5IO«iREE.OAwCETONT MGHlCWNOMSECmrRNMFrAro MEET Rill. PROPOSED slmLrwSTSW ID ACE NOW OrecTCE o M. PREVENTI.PERMITS AND POST REQUEED CORES 00555E AT ALL �_. TALL ATE AND FEDERAL REGD HARDWARE ULATIONS UIRED FOR THE DISPENSING SHMLSENrouromronIO5FREE DFdMADE ANDMEET LOCAL,STATE.AND Ei PRPROPOSED v wroINETPROT NLET,IONPBwRNR.m a r F ENTRANCES PRIOR 10 COMMENCIm CONSTRUCTION ,T 0M0450I15 ANY COEUTHICIIDN AND 0 RESPONSIBLE FOR THE REWIRED WETENANCE O THESE DEVICES. PRIOR TO REO. FEDERAL WIGALLEON°SSSHALLBHAVE APPROVED SECONDARY SPIEL Cm1MNAENT DEVICES WITH THE REQUIRED PROPOSED STABILIZED LCNSTSICIt.N EN1FroEIEWr.9DEE 1 S PROTECTOR OF VEGETATION RANOSRVIRONMExTAI LY OEEOIROEOS505 CAPACITY BY APPKAIRE REGULATIONS SSA. MEL STO.GE AREAs NIL L BE REQUIREDro MEET ALLLOCAL,STATE AND FEDERAL REGULATIONS. ew FABRC FEN.•RFFF vy A Rr Ra MOMFEASOR OR OTHER E502005 mM04522 HE S]A.HAZARDOUS ANTE ,1.- ru.3 7 nlr®mFIFm EACH SUBSTANCE AMR ] EFmTHE PRDrec,ION.ALLVEM,AlION THAT IS rxEVRAWIM;sMOS DIRECTEDn THE ]E].,,HAZARDOUS ---PROP.ED STRAW PROPOSED STRAWO E,BBDE.as 0 L8 2 1. TREES.SHRUM.AND VEGETAMION RAT ARE TO MAIxa ALLmTIBMM TRAINED IN 00525 4STANDARDHmrIODLwRM ORM.,IOrvABOUTmEPROJECTPOSTED.ANDANOTHERCCP.SHALLBEMTHHE DINIEDATE AR.MERE THE PRODUCT RILL OE STORED ANOTHER COPY VE - -°,wGaTDRMW,ER, V �= ,R R]AMPRo- w .. D �^a 1 DE.ALEENAroNMNA',TS Nn A��DTEDGNTHEDR W«mDR e D 11 _IS DISTURBED DAMMED. TECH«IODEAERSONME ICNFmMTIONINMEAPPLIdNEMS.DRTMPRmmIHOSHEISUSNG.PARTIO',ARLrSP..AT IS TO H.V.E A SUBSTANCE AIM HAZARDOUS PROPERTIESWILL BE IMTRUCTEDON THE USE OF RO IB;MDa�LMEHOLEomxa,GRATE TIOxExTRAI�IELnBARRIx• PR ° AND N 00400.0000E MTH LCGA STATE AMEFEDER.EREGNATQSSATOSROUREMFUNPrs.T E CONTY OF THE iwCTORS EXPENSE TDR R.I. LLB N ACCORDANCE R. _ F F FABRC FENCE RiiF m EREMEDYYRirM DISTURBANCE A. = Z '^ N.M. MIR MANUFACTURER RECOMMENOATIOM,MS.,AND LOCAL,STATE,AND FEMPAL REGULATIONS EXISTING MNFORCED FILTER CONTROL NOTES S...,.1. AND BE NFmM400F TME _ _ _ nry F O USS ONTR.PLAN MAMMAL SPILLED ARO TIM PROCESS THE CONTRACTOR WILL TAKE TO CLEANUP THE/PILL ME CONTRACTOR WILL VEL.AwLwmNtOn,ImL PIAN TEAT NDRGIee HE FOLLOWING.BUT wNOT LIMITED TO RAA. R SHALL POST ON•NTE THE MANUFACTURERS RECOMMENDED METHODS FOR SNLL CL.NUP AND rm CONTRACTORS PERS.IC WILL BF MADE AWARE.HE PROCEDURES ANDLo0AT.I O HE N.M...TO CLEANUP TANGO snow SALE FFNrE PRF 'W o Z 00 IARC TANG MACES. TION AND EDMRATI00 PIAN. DLOAVCO SPILL RUNOFF TO pAINADEAPEAR STREAMS,WEOIE BODIES,ANO J 0 z LU RTO DUST AND V./T.NSPORTED ON w O= °LIT.,.PO11 RADE dJc .CAVATION AND CONSTRUCTION AREAS LL J ;; IOxatil. 1.1.M.DODS WASTE STORAGE�nxNs ME CONTRACTOR SIML KEEP TB. ' NOTICE i o EX 1.1.2. GENERAL SPILL PDICLEANUP STO..NATIm F.NLIOLINvicesx,H LSCAL,0101F,Aro FEDERAL REOuurgxs. UA EASw1vITTEFL SA va,>Eaom,u°D.OMEML TRASH LIMITED µPENCE L FOR SITIE NECESSARY MATERIALS AND EQUIPMENT FOR SRL L R THIS MENTuRPOSEaLELYRESPONSNLE FOR ALL M.SuRES AND.0.11RESIENTS FOR THE CLEANUP OF ME WATERWAY.WATER BODY.ANIVOR I. ORIS AN TOR'. RB,ON Tws 700105T ARE SOLELY REEFONeNBLE FDR coNTACTeL010000 E,,. a� 2_,2. BOLO WASTE 21. THE CONTMCTOR WILL BE SOLELY MSPONSOLE FORAM SOLID WASTE.TERIALS GENERATED FROM CONSTR....GAG. AREA 400 SOLELY REsiONSIR1510005SEO ALL NOTIFICATIONS 500001 STATE AND FEDERAL A SANIT0O0EE TRAFNC,MC ( M E F.THE0 uAIO1EARKING O TRMBEWER, $_ SANITARY ABOVE OWER,GAB.LRAFFlC OR TO CONSTRUCTION. POSSIBLE FON THE LOCATING ANO MARKING OF UNMRGRWNO O 2 O a 19 R]. SSHALL BE HARMED, DISPOSED.IN ACCORm.NCE WITH LOCAL,STATE.AND FEDERuREGuLATIONS GROUND UTILITIES PRIOR iO CON�NSTRUC,ION. p Q. L7a 2.HA AND SERVICES INC.AND ITS REPRESENTATVE' MIKE PROFESSIONAL THE PROJECT ALE AREITIESA,THNMTD NrQV'0 0 V 6(. ]ANI. ERUS.wiOwA,ETS.HEus. Et. VERIFY THAT AILNON�SrORMWA,ERdscHANGESARE ALEwED UNDER HE aENERAE P' V�ftsevrAs OSCNER°NLOiHE POJCi NTE ARE INgGLEDONTHE 0 {� N�N� LL FPRHA ] dCON TRUCT]TILIDRAWI LL BE THE 9OLE REBPONNNLIN p' }S O1 S ,EA ACE OLA,ERA«OqR GaOurvdW.lER MUST aE C0.LECTEDAxD S] E.THE CONTRACTOR TO REPAIR. W b V...!..1 HANDLED IN A 6.11NER SO GAT THEY DO NOT POLLUTE 2.1 WL SCUD WASTE MUST BE COLLECTED AND PLACED IN CONTAINERS A INSCHARCIE FEMR BAG.SEDIMENT WAD,OR BANN PRIOR TO BEING HARGED FF./THE PROJECT NTE 9.3. IN.CASE WILL EFFLUENT SE ALLOWED TO RE...ROE°DIRECTL I INTO THE SEWER OR Y WATER _-2g ,.St. MUC,ED OF APIROPRNTE MATE..AND HE OUTS..HE C.NTANEIS ME TO BE CLEAN 9.4. THE FTML DIS.ARGE PONT SHALL BE.e. AND.11 THE CONSTRUCTED�TO PREVENT ERONONµTIM E ND EFFLUENT PRIOR TO RIS dig. 4 AND FREE OF OMR. C -.e ]1]. CONTAINERS SHALE m EMPnmSGuwaV THECONFNERe. 011. IF THE EFFLENT00ES NOT MEET THE REWIREMERTR ME 0.NWATER.ORACTOS u TEED.THAT WO TOPROVIOE ALTERNATIVE METHODS FOR 1.500154434405 Www.IGnater811.CWR N10R l&0�1 COMMENCRODEVIATERNOMTINTES MS '.lexals11111 org •1 O- GIVE.WORKING DAYS(MF)NOTICE OWE 4 WORKING DAYS(MF)NOTICE � ,O Ot ]1 Pt0s,e W \ N. I / CURB INLET PROTECTION BARRIERS °"°°°°" REWDDS YM�" \ IETE OR°ONATERND AC,MTESARE COMPLETED.LIMB �O noon. INliiiii FLOW! " 3 LOCATION SHALL ETE CLEARLY LABELED AND ACCESSIBLE MAINIANED UNTIL DISTURAREAS STABILIZED BY "°"DINE°AREA1 SHALL BE INSTAL LED AS SOON PS PRACTICABLE. IS h. ONCE CONCRETE RESIDUAL/SILT ACCUMULATION In THE HEIGHT OF THE RAW BALE FENCE INS OCCURRED, PERIAANENT MEASURES 1111411 CLI:11111111111;CI'1111131.1',1:11iI;1.3? STABIL VED BY PERMANENT MEASURES CIP 3 CAEN.INSPECTION/510 BE MADE BY THE CONTRACTORM ACTMITF.S. PRw ""DE nTHAT 11111illlllllllllllllillllllllllllllllilliillllllll Ayy I OR WNT AND RAE O„„,°" W,HAWA axOirWrHES,RLWB.LEa e =«•rAFTERWMOa. REQUIREMENTSROW ;°"TE,AuFLOW FLOW PRIOR TO A STORM EVENT AND NTH TIGHTLY RM„DAE` 3. t.t. MMDFBRMAER./ AB HE t] MLENGTHOF]ONCHES.ANWTHOFIdINCHES,AHEIGHTOFtawEAMPOSED OF NATURAL VEGETATIVE ENTERAL W OurTE„� • t]. SUE .ADIAMETER OF tSTRAW BALE MATER1.4.SHALL BE COAPOSE°Cf.NATURAL VEGETATNE MATEFUL .a MIRE RN NYLON OR POLYrxgPYLENE ROPE...ERNI.JUTE MIG COTTON ] SME SHALL BE A MAMMAL LENGTH OF]a NCHES,MTH Of MPIONS A HEIGHT OF 1.NO.,.MORA MINIMUM OF FIBER6 INCHES,AND WEIGH A MINIMUM OF 5LBS. BINDING ANE NOT ALLOWED 50 LEIS TUBING•SHALL BE A 1,4, STRAW BALE PLACEMENT•BUTT THE ENDS OR EYDES OF ME STRAW ENE NOT FALLOWED PAVEMEN1410E BAN°BIAS "A rW,v,KNRE°.H 2.FIBER FILTRATION TUBE IGH DENSITY YLENE OR POLYETHYLENE St COMPLETELY W�WON WYSTRAW PaM1NMEDW0W FNIERSANOHM.w�MACEFNER HALTER./ANY . LBEOFCOMPLETELY MATH �MATERIAL HEETOS OR SIDES OFINFSTRAW BALES IRII YA6MIST EAWOMER.AMY OMS SHALE SE FILLED BE oaL, FABRIC o]niBMN MU LEN BURST URST ST S•WOVEN TRENGTH GTH EXCEEACNG ury°g0Y WEIGH AMNIMUM of aLm. ifADW aIMw�N SHALL6 .SHALL BEA HEAVYWTY,MOWED.HIGH DENSITY POLYETHYLENE MESH BY PEWIXEDtEHOiH MADE FROM xp1.TRFA,EDLWBFA WNW AFREE6AHr DEFECTS.uqW MATER./IS NOT ACCEPTABLE - 2 STEEL SVI PAVEMENT,� THEN THE CURRENT r.WlSrArvDAR)9 DLIMMRWHI[I19FREEWAxr DEFECTS ° W./METERB REQUIRED LENGTH oElERan"iVq p 2.3. BAG SZE..FILLED BAG SHALL BE A MNIMUN LENGTH OF Id IKNESSOF3NCHESAND NCHESANDASNCHLAPWrHESrRAw SB-STRAW BALE 09 . ..,,E., 5 CONCRETE WASHOUT SUE-OVERALL SUE ESMFaAYFREEAND _UND WATWIT LBEDONE. NCNDELETEROUS MATERNA THE SUE SHALL BE SUFFICIENT SO THAT T TOP THE STRAW BALES SOF•STRAW WiLL FENCE NOTES 3 PANNTENANCE OF MATERIALS ORE mNTENANcE OFmATER,ALs 1.SHALL BE ANGLE;ZIT ^"°G" DETERIORATan. EANYMAreRALSrHMAREDAMAGEOOR51 IMILIEDATWE REPLACE ARO/ATE..WHEN OMIAGED OR OETERIORATING 7 REMOVAL OF THIS DEVICE WILL INCLUDE ALL MATERA4S AND.L • MDSraEESrABLAXE°DEPE�MGWLo�LrgNArEROOFRNORENWEMEARrHE°EMIDE.IxLGPCOFODrADEa ] °As�oxo aNOMO Iulliill� '° A«E.1: :1.1;11.1.1.1.1.1.1!;I,' O CIPBB-CURB INLET PROTECTION BARRIER TYPE B RSE STAYER a�iiiiii111: tLOw E 111011lullll Iiu II/Illimi CC v A,%M EIVBE BY ME CONDUCTOR MADE e 1,1;1(1:1I11,1ILL1;1,1T a A 4 SIL T ACCUMULATOR OF 1/3 THE MANHOLE/GRATE INLET PROTECTION BARRIERS TIBER A�T "'Iif1h_�PLAa CLNER 'flail ll'IIIIIIIIUIIIINil ll TORRE m 411111141 °RIFNR°K ROW Y NOTESWES•MANHOLERNLATE INLET PROTECTOR BARRIER TYPES •. AND TIGHTLY MIN L BE INSTALLED AS SOON.PRACTICABLE L 'iL'SrirtL REMAIN IN PLACE AND MAINTAINED UNTIL DISTURBED AREAD ER./ 1 STRAW RALE...ATER.•SHALL BE COSIRDSED OF NATURAL VEGETATES MATER.. al < STABILIZED BY PERMANENT MEASURES -H-3 DM,INSPECTOR IS 10,BE MADE BY M.CONTRACTOR. -• eir� LENGTH NCH.,A MOTH OF 14 INCHES.A HOGHT OF le INCHES.AM gW.A. W p� 50 LIES a „, 3 BINDINGS•SHALL BE• OF WIRE woo..., °M°RPD PROP E ERDPFMM aM. OEAwCO OSNOWS ARE FENCE SHALL BE !MOVED.M°RTOASTONMEVENTANOIAME°RTELY4.SA T AC...LAWTON OF ONE-MIRO noR THE HOGHT Of THE FILTER FABRIC NGLE FIRST SIM.TOWARDS EvoumyL.sALE D®ESD BALESHESTRAW rn«TA .S EA.OER ENV GAPS SHALL BE LLED w STRAW MATERAL. 111A11644.REQUIREMENTS WOODfid. _ MANHOLE WORATENLET✓ VIBE rR R M°E FIBERM,EMMMPRO F^Sw THE ERD. CWDF-CONCRETE WASHOUT/DEWATERING FENCE 511°s,t TBY D ME REWIRED a Sr RE,RED ExDTM°M"W `EOLUMBER M L n`"°°°ANY°°E"° I ENGNEER 11 SUE.SHALL BE A MINNA.LENGTH Cf T2 INCHES, SANDBAGS ;�1 J R WONEE AND WEI.ENVENOM We WS t.] DUTY,KNITTED.HON°EMN,Y 2.MAXIMUM B61 1 EMANCTrfDYRREEPLACEMATERYLSTHAT/RED/M °ORDETERIRATN°. €g 1 rLup „ POLYETHYLENE FABRIC BETWEEN POSTS TA SBFBSTRAW BALE FENCE A°E �" y.A A A BE INSTALLED PRIOR TO BEGINNING PSI MSTMD„Bel roIM WATER POLJJNIaICONSTRUCTION MRA A GI SOnunox EXCEEDING TM MST.0-4.35). •pEIE0EMrnx oRMArIgIJ SHALL RENTA.W IN 2. PLACE AND MAINTAINED NOTICE:THE EROS/ON CONTROL DEVICES AND BEST MANAGEMENT PRACTICE(BMP)DETAILS ON II Al 1 ]P •TUBE BURLAP MATERIAL IS NOT ACCEPTAITLEI 1"w`¢E°°Y THIS SHEET ARE FOR REFERENCE AND NOT THE ONLY PRODUCTS OR METHODS THAT CAN ffiffiffi MAMTAINED BY r,ICES THE cvwWri.W,arAwAwS SITE NOTICE vFRMANExI MEASURESTHIS USED.THE CONTRACTOR IS THE PRIMARY OPERATOR AND WILL BE RESPONSIBLE FOR S]. .A INS MATERIAL REQUIRFAIENTS DETERMINING THE TYPE OF BMP NECESSARY TO MAINTAIN COMPLIANCE WITH LOCAL, VAOTH OF 12 INCHES,A THICKNESS oF]INCHES AND wfnH NOTICE OF fix, '- •SHALL BE ALL TREATED APPROXAMML If IT LEIS AND KW/COD WHICH N PANTED STATE,AND FEDERAL REGULATIONS AND ANY PERMITS. IN 2.4.FILL MATERIAL•SHALL BE A NON.001.31.•1 NON•DELETEROUS MATERIAL 3.MAINTENANCE Cf MATERIALS CONITUCTOR 2.TBEE•SHALL BE A MO3MUM WORT Of 5 FEET ABOVE GRADE ANDA WIDTH THAT 5,T,r.L. El AIMEOATE,REPLACE ANY INFORMATION ALLOWS ME IL,' DETERIORATING0-ifs MP -MANHOLE/GRATE INLET PROTECTION BARRIERTYPEBMAreRw IMIEM�DAMwE°W 7MINIMUMrr°�a. ECO eucKwITri A OFPAPER-SHALL 1/'STHEIGHT NDWEATHERRR GATE "MORI. STANDARD OTHER W 114.AHICH LAIRIUTED TO RESIST CONDITIONS f i AA SCEE-STABILIZED1.SHALL BE INSTALLED AS SOON IS CONSTRUCTION &EXIT a STANUEED CONSTRUCTOR ENTRANCE a E°K:K F NOTES R1 - BY NTInFALLIHL5ANL)THEENGINEEROR2.SHALL REMAIN IN PLACE MP MANTAKED UNTIL OWNER APPROVES MED MEANS MA T RESIST THE NECOWwND BOARDER aDOCUMENTS ' � REMOVAL AND PRECIPITAT. g 3.OM,INSPECTION IS TO BE MA.BY THE CONTRACTOR NIMEOLAT ELY REPLACE MATERIALS AND 4.REMOVE ACCUMULATED SEDIMENT ARO ENGINEER010CIMORM AGGREGATE URBED AREA IS RSExn E IE MINIMUM WIDTH AT ~ r °C°war E°OR 1 21- 1.ESOTEATILE FABRIC.TERIAL-WOVEN ORTNONWOVENFAIN.�DOI'M DRIVE SURFACE PIS-POLLUTION INFORMATION SIGN Digitally signed byJalal M.H. VI iliJIW TRN°TG°RECA7 PERMEABLE...WITH �'MTENE N DwOI.`*SEPLACED BETWEEN I S•YLENE FABRIC WPM A ' N0, PIANSAl*.L1ASEDMIAli Saleh,P.E. I l.,g NATURAL 21.TYPE JUIgcoMssr a'F]T*oawW owMEraR MATERAL,woeE CONSTRUCTION 1 N,•SHALL L.;,ERMXIBLE MAT ASE oBW G LErFRn a MATERIAL D �T p will DN:cn=lalal M.H.All Saleh, Mil DEVELOPMENT SERVICES -.- City E.,o=City of Corpus Christi, Z i °F°mE � sMuxwMLENCTH°FwFeFrAmDTXW to FEET,Ax°A iFIJ'DoT«'E�11EFMIMM111C«eEiEilwnrN Cly f CONAL. I..Pt. g CEENTD°M„GEO NOTES"ENTNE°�<BELOW AGGREGATE AND THE SLOPEc ,w,.M NIO..NL.) ou=Development Services, y 6.1' m«awTa DRAINAGE 10 SIDES AND TOWARDS THE wxarrucrnrJE 'w "' Ch ua''''M"."M P"M email=jalals@cdexas.com, =-I p>p URBPAVEMENTD° ERT FMwFRry N SITE _ID MINIMUM WIDTH AT c=US _l F a a egEwuK L r I CONSTRUCTIONDRIVE SURFACE / 50'MINIMUM LENGT H AT Date:2018.12.31 10:09:36 a a v S.G DRIVE SURFACE x'00' =o Q j%9 E °E '- I I I • I I I•I •• Z '1 9 r F Z � a W WirE0. '.0•;��,; NOD AGOREOATE AT W t MONOCONSTRUCTION 91rE. W "b ALM,. CONSTRUCTION SET /E� //� TYPE DATE 12/11/2018 C4.2 • CONCRETE PAVEMENT NOTES: CURB RAMPS FOR ADJACENT(TIED)SIDEWALKS ALL WORK SHALL BE IN ACCORMNCE WITH DRAWINGS,SPECIFICATIONS,AND INDUSTRY STANDARDS. 2. CONCRETE SHALL BE CLASS A MINIMUM 04DAY COMPRESSIVE STRENGTH CA 3,000 PSI AOTE ALL CROSSWALK PAVEMENT MARKINGS ONTIAS LATEST APS TO BE COWSTI0715 INM'*Ovtiu-s NIM RMIF.XNSACCE591SIUT1'dT PAS),UTESTASE MD ME MOSAKNUALON REINFORCING STEEL SHALL BE GRADE 60 WITH A MINIMUM NOF 60.000 PSI. DENCES °,LATEST EDITION.D ME EVENTTINT RE OETAA(y Ad MOWN 19 IN COwaDT NrTN ME TITS OR IMurfn,MENTHE MOVE STRIDENT TAS W EXPOSED4. EDGES SHALL BE ROUNDED WITH A VT EDGING TOOL. TMUrco REP/AMEN,'SMALL N`eQgP NOTES 5 61 ON THE S 1/4PER AVANG9OT SC°REC EO E TO PROMOTE POSITIVE OHNNAGE,IN DIRECTION OF GRADE.A9 QAC PAVEMENT MARKING SHALL BE NATE MATH AWIDTH OF 1T TO te,UNLESS OTHERWISE INDICATED. 6.t. 9HOLDHE BROOMED FINISH PERPENDICULAR UEAR iO iRAVEt WAY. ENT MARKING SHALL BEVMTENITH A WAOTH OF 24•,UNLESS OTHERWISE INDICATED.THESE SHALL BE EQUALLY SPACED SO THAT 8. EXPANSION JOINTS Ds,.PAVEMENT AVOID TYPICAL WHEEL PATHS. g 8.1. SHALL BE EVENLY SPACED AT 30'L'MAAMUM,ORAS NOTED ON THE DRAWINGS. DOWEL BARB ARE REQUIRED A9SHOWN IN THE DON£L BAR DETAIL • TYPE VEMEHT MARKING SHALL BE WHITE WITH A VADTH OF IT TO IA•,UNLESS OTHERWISE INDICATED. W GA MATERIAL SHALL BE 3/r THICK WOOD FIBER ASPHAL T IMPREGNATED MATERIAL CONFORMING TO PA 13 PLACED AS NOTED AND BETNEEN NEW AND EXISTING CURB. J (llllllllt L DA MOTH SHALL BE S°THAT THE CURB RAMPS ARE WITHIN THE EXTENSION OF THE PAVEMENT MARKINGS UNLESS OTHERWISE INDICATED. PENSION JDINi T. CONTROL JOINTS DB SPACING SHALL BE 1T TO SOY IgNEYER SPACING SHALL NOT EXCEED 2,6 TIMES THE WIDTH OF THE PAVEMENT MARKINGS. - • • AB PER CURB AND GUTTER) r.t. SHALL BE EVENLY SPACED BETWEEN EXPANSION AT 10'4'ON CENTER MAXIMUM,OR A9 NOTED ON DRAWIINGw _1WJ IWJ� 12.. SHALL CUT WWI.BY 117 DEPTH WITHIN 24 HOURS OF CONCRETE PLACEMENT. M TYM ' - R _ e).9.U�REINFORgNG 9T CO PHALL ACTEDTA IETHRON SURF CE,TRUE.NXM. C p., e sNAll BE COMPACTED TO A FIRM EVEN SURFACE,TRUE TO GRADE AND CROSS-SECTION,AND 1 PAVEMENT DETAIL) CONCRETE IS PLACED. _— MOOR ox RI1 DRAWINGS PAVING CAP SEAL GREEN9TREAK OR APPROVED EQUAL r C.ICR TE CONTRACT 0000.4ENrS �► INSTALL AND FASTEN OVER EXPANSION BOARD PRIOR TO I � CA I 1- � yISEER TYPICAL 1 COrvCRETE PUCMNTNEW 70 NEW. 0/AVOW/WEARY GR.ODEEN TDEVEK//610 D p 0 PAVEMENT DETNL) •NEW TO EMSTING=GREENSTREAK ee2S MED,1YOrpSECNOR °J , GENERAL LAYOUT TYPE A TYPE B TYPE C - _ h CONTRDU JOINT TYPICAL CROSSWALK PAVEMENT MARKINGS DETAILS o r8 lon.g..- � 'A P1. `ANII WOR SH LL BEE wACCORDUNCE WITH DRAWINGS,SPECIFIW Ce Q J■ REGULATIONS,ND INDUSTRYSTNDARDS ONS.FlRECO E.LO AL,9TATE,NDFEOERAL•• • 2. PROCEWR°ESIALL CONTACT THE LOCAL FIRE MARSHALL PRIOR TO COMMENCING PNMT TO RENEW LOCATIO.AND Q EXTSHALL BE SPACED EVENLY AND SPACING SHALL BE CONSISTENTIn OBITER FAgR WAY I0�— • D WITH THE ASSISTANCE OF A STENCIL OR TEMPLETE FREE HND TEXT WILL NOT BE ALLOWED• 5. PRIOR TO PAINTING APPL HE SURFACE SHALL BE CLEANED TO REMOVE ALL LOOSE MATERAL AND DELETERIOUS MATERIAL. 1 • �� • PAINT AND APPLIED IN ACCORDANCE MATH MANUFACTURER RECOMMENDATIONS. I �Bpj .-'N „�. `'` �yY COVERAGE AND COLDS TWO(2)COATS OF PAINT MAY BE REQUIRED. DEFORMED fND SONELPLPBTIC ED IN A MANNER TO PRODUCE STRAIGHT UNES AND EDGES AND PREVENT RUNNING AND DRIPS. / Pir DED ASPHALT SLIP SLEEVE 8.2. PNNT SHALL BE APPLIED REFLECTNE RED TRAFFIC PAINT CONTROL JOINT EXPANSION JOINT MPREGNATED FIBERBOARD ■NTERX I'2•DONEE BAR, As PER TYPICAL CONCRETE PAVEMENT DETNLI OVER Jgrvr AT te•aN 7MINMUM-a'MAXIMUM — CENTERMAXIMUM PIAN VIEW PROFILE NEW TALL IN WHITE PAIN* �QRO�.. ...UM 0 TYPICAL CONCRETE PAVEMENT DETAIL b IlLEI:TERS ��`�a`��` a NOTICE:INFORMATION ON THIS SHEET IS FOR DEWALKS 011 THIS PROJECT ARE TO BE CONSTRUCTEDIN ACCORDANCE WITH THE TEXAS ��Q \� f ILLUSTRATIVE PURPOSES ONLY AND MAY NOT ACCESSIBILITY STANDARDS mks),LATEST EDITION.SPEOFICATIONO,DRAWINGS,AND INDUSTRY E\��t\QBE I i i 5•f g, INDICATE ALL REQUIREMENTS REQUIRED TO MEET THE STANDARDS. IT LATEST EDITION OF THE TENAS ACCESSIBILITY 1.1. IT WALL BE E RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT ALL IMPROVEMENTS IN n ACCESSIBILITYMANNER THAT MEETS THE TFOTHMENTB.IN PORTION OF STANDARDS. OBE CONSTRUCTED THAT WILL NOT BE ABLE TO MEET THESE REQUIREMENTS,NTIS THHEN`PRIOR TO COrv9TRUCT ON OF ANY PORTION OF THE PROJECT THE GENERAL PAVING NOTES: THACONTRACT.IS TO NOT,THE TDOES ,* ` t.t. ANY PORTION OF DOES NOT MEET THE REOUIRMErvie NOTED ABOVE WAIL BE PAVEMENT DETAIL O REQUIRED TO BE NODIFIEO CR REMOVED AND REPLACED AT THE C09T OF THE CONTRACTOR CNN ,' 1. SHALL BEI 2. APPROACH AREA SWILL HAVE A TRAVEL OF DIRECTION SLOPE OF 6%MAXIMUM. ....00. ASD ACCORDANCE WITH DRAWINGS. PERPENDICULAR3. WALKINGBURFADE9HALLBEBROOMEDFRI9HTOTRAVELWAY FIRE LANE MARKING DETAIL 3 2 °URACLORISSOLELY RESPONSIBLE TO ENSURE THAT ALL WORK A. SUBORN.SHALL BE COMPACTED TO A FIRM EVEN SURFACE,TRUE TO GRADE AND CROSS-SECTION, DIRE 1� DANCE WITH AND BE MOIST WHEN CONCRETE 19 RACED. TTE ADJACENT DRAWINGS,MANUFACTURER ILft 1! ALL CITY,STATE, Ig G :1 REQUIREMENTS IN THE EVREGULATIONS AVEMETo UST BEEMNO OF TO ACCET. huts ME SELBROG MR Digitally signed by Jalal M.H.All yl LATHE EVENT THAT PAVEMENT MUST BE REMOVED TO AccESs WORK COVERED THE CONTRACTOR WALL BE SOLELY RESPONSIBLE CONSTRUCTION REMOVAL AND REPLACEMENT. Saleh,P.E. • 'a 3 DIE M E DRAINAGE SHALE BE MAINTAINED AT ALL TIMES DURING DEWLOENT SERMCEs DM cn=lalal M.H.All SaIeh,P.E., U A. THE CONTRACTOR PILL BE SOLELY RESPONSIBLE FOR DETERMINIrvG THE PAVEMENT, ep VIZ= � 5 :::::::, °=City Of Corpus Christi, I W} LOCATION AND DEPTH OF ALL UTILITIES PRIDR TO PERFURMING ANY PAVEMENT,CURB,SIDEWALK,B DRIVEWAY iEA Hr PAVING RK. CII 1 �wA..�P RNMP at Services, K I IF DAMAGE TO A HTILITY OCCURS THE CONTRACTOR WALL BE SOLELY elnalHalals®ccteoas.com,c=US UTILITYRESPONSIBLE FOR TO THE 5 REPAIRINGExl.NM GINAL LOCATION ND MAKING ANY REOUIREDADUSTMENTS AwEx.',wentsmen TUBULAR SOCKET Date:2018.72.3170x10:29 6 g O CONCRETE TTHE ILITY. ToomoN O HOT RIO POPHRALTC CONCRETE SHALT BE MADE WITH EXNnq Nrt memo,ITA. SWALL BE FLUSH i0 STREET SION PIPE AS PER REOAREMENTSI VI6 e§ HOT MIX ASPHALT WITH A 2RT WIDTH BY DEPTH OF CONCRETE A'ABOVE CONCRETE WfCOE NOTtd `r I 23 6 PAVEIMENT OPE CONCRETE AT t TO BE USED ON ALL STREET SIGNS. IL � �LR lie PER FOOT AWAY 2 VAEN USED WITH iNU WALL TUBING,MAY BE USED TO C. F SUPPORT UP TO TEN SQUARE FEE T(10 SF)OF SIGN AREA TICK COAL ALL ; P02I-L WEDGE ANCHOR SYSTEM SHALL BE ALL STEEL. h ASPHALT TUBULAR �ET THE NED.SHALL BE PERMANENTLY MARKED TO INDICATE SURFACES(BOTH DES) MANUFACTURER. GRIMM.NOTES III 6. SYSTEM SHALL BE FROM TXCOT APPROVED MATERIAL L RE°UUTORY SIGNS.WARNING SIGNS,OBJECT MARKERS. 0 ME CWT N PRODUCER LIST. BARRICADES SHALL BE INIGCORDANCE PATH THE TEXAS Z 3 p SAW UT FULL DEPTH 2 SHALLAL ON UNIFORM TRAFFIC CONTROL DEVICES DMUTCD) Q N [ °(BOTH ROES) COMPACTED TNSTALLILTDN J rL MAC MATCH 1. SYSTEM TBE IN6iAlLED A3 PER MANUFACTURER t CONTRACTOR SHALL INSTALL ALL REauuTORY MONS. W Q R 8 EXISTING PAVEMENT IONS AFD AS INDICATEDIN DETAIL. WARNING SIGNS. 0000000 AS Cl F CONCRETE SHALL BE TXOOTCUBSA PRACTICABLE AND PRIOR TO OPENING TO THE RQ W 2 w 8 12,115 CRUSHED LIMESTONE BASE. Z C H P. 6 CNCRELEMALL CTIONANIOMINMELNOF SE ETOWYS '_• PPoOI2 iO INSERTNG SIGN POST.GN SIGN rO FACE THE SIIOFPONSALUTON N=Nom H � --- SING T BEIAEWITHSTRY1 IES EDIRE LEAVING A0PR0%IMATEL,T iHREHNCHEfl 6' ITMIN 2 NS.M BEE MINIMUM in OF THE V.00E EXPOSED. ND CONTRACTOR AND STRUCTURES PRIOR TO Z C j g �—s2'DIAMETER ExuvnnoN. sU9n DE /i� HEepAE,BY LENGTOF 6. ANY RFGuuTORY 51oNs.wARMNG eIGNs.EPTANC SHALL E <N Bc P021-LOC WEDGE ANCHOR SYSTEM DETAIL A��RIESWE°`RI°"T°AG`E`I" EBI""BE a RSHALL OE D ASSOON AS PROOSUBOF L(TAMP) TYPICAL HMAC PAVEMENT REPAIR DETAIL CONSTRUCTION SET C5K0 DATE: 12/11/2018 �` er-. = I2 RE 11 sheets J / V 1 I 114.1!4 t. /L�, i ________---11 \ \ ACCESSIBILITY.SIONAOE,ARO/AVM SCHEDULE A \\ RnNFoxEDcorvwETER RIBBON CURB � \ • �- I 06•DEPTH 20est3F �� REINFORCED CONCRETE CURB TRANSITION .DOT 1S1 F a �� 0 ENTRANC REINFORCED CONCRETE SIDEWALK O r DEPTH 49.19 SF '\.,N :-- REINFORCED CONCRETE DRNfl08'DEPTH tS.tte BF REINFORCED CONCRETE CLUBHOUSE PARKING 0 r DEPTH .SW SF J ROAD CENTERLINE STRIPING 1.18E LF e N 40 wB.ALP PARKING STRIPING 1,011.LF C RER �_ ! PARALLEL CROSSWALK ARKNG STRIPING Br LF MB F 2 ou MT Pi \ — ARUBA DRIVE Da EWAY4 RPIN FFt I A+\ wuT f _ _—_—_—_____—_—_--_—_—_—___—_� CLUBHOUSE PARKING STRIPING tet if „w44== 0A \ 60'RIGHT-OF-WAY .DEEP o= E y oA44IP.P AglSTOP SIGNS EA 5i441P'NP Yss,,,> VTO �. 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'RM^EA°°M"T 1.-.,01 B '""'I""' "'•`'."n v5 Mf,ERBu« 8. ''IYm ou=Development \\ �' (^ cArwM METER ,� cti' °°L""''''"'°'" Services, -�\ I i L2 o A"E" email=Jalals@cctexas.com \, 3 m ,t=US , I, Date:2018.12.3110:16:21 \� i-.- I 0 0 .w.....R wR wawa,w 9w�ra x'00 CONSTRUCTION SET a , C9.0 1 DATE: 1y1v2o1e 7 ` 'A 19o, 21 9009091 • g CONCRETE THRUST BLOCK UNDISTURBED SOIL CONCRETE • V (1/4 OF TOTAL SQ.FT.) v. O THRUST BLOCK MEGALUGS V'1 SS� C�.�.�!�.�1'" 0 11 THICK TREATED CONCRETE• y CONCRETE THRUST ...'').4411111411.111;1•8• <G.GAG.r1�4114�`.S°ARD `,, T• HRU MilGATERAPPING VALVEL (1T20F TOTAL SD.FT) gPLUG MEGALUOS • MEGALUGS Y. ��! CONCRETE THRUST BLOCK—,..............,....,4, • 4Q s e CONCRETE THRUST BLOCK ,10 (1/4 OF TOTAL SO.FT.) UNDISTURBED SOIL MEGALUGS • '0 CONCRETE SUPPORT BEHIND FITTING , 117 ._ede .. MINIMUM THRUST BLOCK BEARING AREA REQUIRED H NOTE ALL CROSSES MUST BE SWIVEL TYPE • CC (150 PSI DESIGN) a AND TWO OUTLETS MUST HAVE 13.SWIVEL O NIPPLES. PIPE 11114' 221/2' 45' 90' TEES 8 . (I) SIZE _ BEND BEND BEND BEND VALVESNI W CROSS WITH PLUG 4' 150,FT. 1 SO.FT. 2 SQ.FT. 3 SO.FT. 4 SQ.FT. (Y o 1O 8' 150.FT. 2 50.FT. 4 SD.FT. 7 S0.FT. 9 50.FT. UNDISTURBED SOL Er 2 SQ.FT. 4 SO.FT. 7 5O.FT. 12 SQ.FT. 18 SO.FT. Q J CONCRETE % 13'SWIVEL NIPPLE 10' 3SO.FT. 5SQ.FT. 10 SQ.FT. 18 SQ.FT. 25 SQ.FT. TAPPING SLEEVE AND VALVE DETAIL-PLAN VIEW m (! 12' 4 SO.FT. 7 50.FT. 14 50.FT. 26 SO.FT. 36 SQ.FT. NOT TO SCALE m THRUST BLOCK JJ / MEGALUGS 19' S50.FT. 1050 FT. 1950 FT. 3550.FT. 4950.FT. ��1��qqIM,...../ , 16' _750.FT. 13SO.FT. 2550.FT. 45 SO FT. 64 SQ.FT. Cr A, I� 1W 8 50 FT. 16 SQ.FT. 31 SQ.FT. 57 SO.FT. 81 50.FT. Q DV 2W 10 SO.FT. 20 SQ.FT. 39 SQ.FT. 71 50.FT.100 SO FT. 1'6'x 1'-6'x 4'CONC.SLAB,3000 PSI NOTE:ALL TEES MUST CONCRETE IN UNPAVED AREAS } 4J BE SWIVEL TYPE AND NOTE: d ONEOUTLET MUST I. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. t 1.1. WHERE TRENCH WALL HAS BEEN DISTURBED,EXCAVATE ALL LOOSE HAVE A/3'SWIVEL MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED SOIL. ,' NIPPLE 2. THRUST BLOCK CONCRETE SHALL NOT INTERFERE WITH MECHANICAL JOINT TEE WITH PLUG FLANGE OR BOLTS. 1�'��I�t/�� �ffa 3. CONCRETE SHALL BE 3,000 PSI. FINISHED o 4. ON TEES AND BENDS,EXTEND THRUST BLOCK FULL LENGTH. GRADE �� 0 S B ,n N N 5. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SOIL FREE OF ROCK FRAGMENTS. SLIDE OR SCREW TYPE 6. ANY MUCK ENCOUNTERED SHALL BE REPLACED WITH ACCEPTABLE BACKFILL. VALVE BOX S TYPICAL THRUST BLOCK DETAIL FLANGE g o E NOT TO SCALE fir)17' EXISTING WATER MAIN yALyE M.J. FITTING CONCRETE THRUST BLOCK . f E��.-• - DATE I�LIt 11 NW 41110111111.4 - I IX SERVICE CONNECTIONS TO 1 11i* AL e UNITS PER MEP PLANS(TYP) TAPPING �, f SLEEVE PROVIDE CONCRETE BEARING PAD yd CONNECT TO WATER MAIN nl4111111101111.4 1 WITH SIZE AS INDICATED _RESIDENTIAL METERS: NOTES. a c AS PER CITY DETAILS AND 1.CONCRETE SHALL NOT CONTACT BOLTS OR a fe OTYAS REQUIRED BY PLANS TVP) ENDS OF MECHANICAL JOINT FITTIINGS r 1 U ( 2 THRUST BLOCK MADE OF 3000 PSI E i'pv' TT m CONCRETE n..,O,E 4 ° 1 a 7 6 TAPPING SLEEVE AND VALVE DETAIL-PROFILE VIEW FII W `j O NO!TO SCALE f' o La REDUCE PIPING AS 1 BALL VALVE(TVP) J m NECESSARY(T W) Digitally signed by Jalal M.H. N SOBMCONSTRUIUx�DFXB AliSaleh,P.E. a' CITU OF CORPUS DN:cn=Jalal M.H.Ali Saleh, C Q NOTES: CHRISTI PRIVATE o[v[toE E EI!100!S p E.,o=Cityof Corpus Christi, W a g J 1.EACH METER TO BE TAGGED OR STAMPED WITH INFORMATION RELEVANT TO THE UNIT CCt F _ oP ►. m v� ^ NUMBER TO WHICH IT APPLIES (•�° ==',:ex. Q [' `zC"5.f I•ww,ot:'" ou=Development Services, & TYPICAL METER BANK DETAIL email=jalals�acctexas.com, 8 NOT 10 SCALE Calls 7%`_ Date:2018.12.31 10:17:10 CONSTRUCTION SET L C9 1 x -06'00' DATE: '14/11/2018 V�7 I 21.n.1 l DEC 11.101a 1D:04 AM MCNE101782 I.\16J0B5\16E0337\CAD\SITE\SHEET\CONSIRUCIION DRAWINGS\CIO.0 UTILITY PROEILES.OWG 1 1 NOIiVA313 64" • P , r , t 1 t , T 1 T 1 T 1 T , T , T ' . T , 1 . Y , 4 s — NO IiVA313 - 4 R ¢----- __.___ ..- ------ 41 g 4 Z4 1Y , 9' 22 � , t, t , T , T , T . T . T . T . Y . Y , f , f . T , -4 - ^ E 5' se axecturcal . 8 ow samosa set w 77 �wa s Y R m �- o I A R p r - 8G 1 e ! ' j ' j ' I • d b ' 1 d 1 o ' 1 j ' m ' m „, - --_ o CC9 - -i_.._SOMIlARY m—.1.11001 - NOIiVA313 " ~" ,m,,,a,,,,, + t , , 1 , , , T , TIT , TIT , T , T1t1T , T , s7 mirin.• 4 ea ,I- . 8 .""»,."m. o ".1.10.,10 et i w m. • EMIIIIIIIIIIIII R r „1 - - STA 1.21 o uJ Y— $ Os . . ". . m r.,0 _ -fiainnesTAPP•17117 7-1 1r + .an _ - --.. -ri__ _._STA i•IS SO - Y E __,_iL ., m -ara $ '8 .CO.mm.i _ A. I • 1m. ' v �� ;rte m1s110." $ 3 .9">"w.m"v.. -I ' I r+,a 4 STA 3,9.0 - — Y73 . f. o_._ T Avumu mlRR , .AxnAer vvlrsmr � S'3.114714. �. r.K 4 m ; I I I A j . j . 1 ' 1 ' ,S ' 11d ' 1 ' o-1N I = 1 i I 1 1 .i.mlrrn".c NOIIVA313 fl, E44 f �' $ .7. ± iir; _ry - A•ArVATEPANS7772 [ 91i a g — }a Qft?z -s x.1v .a.,w ys '" o n 1 .Iv .Kn.LIT + i- --r8 F: .r 4 '::„ P40-1M9 _ ® " w ." 10�� C10j j L ' d ' d ' 1 ' d ' Je ' N ' 1e1 a` - --; 1C: HAN SON TOPE F.417•TOGP F.50017•TOPLS F-30039500 Engineering I Planning I Allied Services ENGINEER CONSTRUCTION ESTIMATE Project: ARUBA PUD Project#: 17PL1082 Estimate: 1 Date: 9;1,/19 Owner: Aruba Bay Resort,LLC. Contact: Alex Harris VSat_ b Address: 5926 S Staples St.,Ste.A2 E-Mail: ibispi Engineer: Craig B.Thompson,P.E. Phone: 361-814-9900 E-Mail: cthompson@hanosn-inc.com Address: 4501 Gollihar Road Corpus Christi,Texas 78411 Notice: This Engineer Construction Estimate Is provided for budget purposes only.This Estimate Is subject to change with little to no notke due to design requirements and fluctuations in prices.The actual cost of the Project will be determined upon the reciept of Rids or Proposals from the perspective Contractors. ON-SITE IMPROVEMENTS ESTIMATED ITEM NO. DESCRIPTION Nr QUANTITY UE ESTIMATED UNIT PRICE ESTIMATED TOTAL COST STORM WATER POLLUTION 1 Pollution Information Sign/SWPPP 1 EA $ 1,500.00 $ 1,500.00 2 Stabilized Construction Entrance&Exit 1 EA $ 3,500.00 $ 3,500.00 3 Curb or Grate Inlet Protection Barrier 6 EA $ 40.00 $ 240.00 4 Concrete Truck Wash Area 1 EA $ 3,500.00 $ 3,500.00 Stormwater Pollution Sub-Total: $ 8,740.00 SANITARY SEWER UTILITY 5 PVC C-900-6"PVC 286 LF $ 35.00 $ 10,010.00 6 PVC C-900-8"PVC 624 LF $ 40.00 $ 24,960.00 7 4'Diameter Manhole(0 to 7 feet) 1 EA $ 4,500.00 $ 4,500.00 8 4'Diameter Manhole(7 to 14 feet) 2 EA $ 5,000.00 $ 10,000.00 9 Tie to Existing Line 1 EA $ 4,000.00 $ 4,000.00 10 Sanitary Service Connections 52 EA $ 650.00 $ 33,800.00 11 Sanitary sewer cleanouts 10 EA $ 750.00 $ 7,500.00 Sanitary Sub-Total: $ 87,270.00 STORM UTILITY 12 HDPE-18" 735 LF $ 45.00 $ 33,075.00 13 RCP-24" 153 LF $ 65,00 $ 9,945.00 14 Curb Inlet-5' 4 EA $ 3,500.00 $ 14,000.00 15 Storm Manhole 1 EA $ 4,000.00 $ 4,000.00 16 Tie to Existing Storm Manhole 1 EA $ 2,000.00 $ 2,000.00 17 Storm Headwall/Outfall-24" 1 EA $ 4,000.00 $ 4,000.00 Storm Sub-Total: $ 67,020.00 WATER UTILITY 18 PVC C-900-8" 1,111 LF $ 20.00 $ 22,220.00 19 Gate Valve-8" 5 EA $ 1,000.00 $ 5,000.00 20 Gate Valve Adjustment-8" 1 EA $ 600.00 $ 600.00 21 Fittings-8" 9 EA $ 500.00 $ 4,500.00 22 Tee-8"x8"x8" 1 EA $ 750.00 $ 750.00 23 Water Service Connections-Single 2 EA $ 750.00 $ 1,500.00 24 Water Service Connections-Dual 32 EA $ 1,000.00 $ 32,000.00 25 Fire Hydrant Assembly 2 EA $ 5,000.00 $ 10,000.00 26 Fire Hydrant Relocation 1 EA $ 5,000.00 $ 5,000.00 27 Connect to Existing Waterline 1 EA $ 3,000.00 $ 3,000.00 Water Sub-Total: $ 84,570.00 Exhibit 3 PAVING IMPROVEMENTS 28 6"Reinforced Concrete(Pavement&Sidewalk) 36,660 SF $ 5.91 $ 216,660.60 29 Concrete Curb Transition 167 SF $ 20.00 $ 3,340.00 30 Fire Lane Striping/No parking Striping 2,400 LF $ 0.75 $ 1,800.00 31 Crosswalk Striping 566 SF $ 15.00 $ 8,490.00 32 Parking Striping 1,183 LF $ 0.75 $ 887.25 33 Stop Signs 2 EA $ 52.50 $ 105.00 34 On-Street Parking Prohibited Signs 6 EA $ 75.00 $ 450.00 35 Street Name Signs 3 EA $ 100.00 $ 300.00 Paving Sub-Total: $ 232,032.85 ON SITE IMPROVEMENTS SUB-TOTAL: $ 479,632.85 OTHER COSTS ITEM NO. DESCRIPTION RATE UNIT TOTAL FEE 36 Engineering Fees 5% I LS $ 23,980.48 37 Contingency 10% LS $ 47,963.29 38 !Deferment Agreement 10% 1 LS $ 47,963.29 TOTAL DEFERMENT AGREEMENT COST: $ 599,539.90 orit,OF 'WS ol".00:074;***°:Zkil‘ti, i*CRAIG B.THO ..ni.° E� 89496..• r '00:%: % 4/CENS�O.-' , eS�ONAL -c;-1:4:-�p(3 Ic4 GO�QUS`C/y.P's DISCLOSURE OF INTERESTS O/r ,"' r_ - ,..c. k City of Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking J '- ti 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". 7852 NAME: Hanson Professional Services, Inc. STREET: 4501 Gollihar Rd. CITY: Corpus Christi, TX zip: 78415 FIRM is:®Corporation °Partnership 0 Sole Owner °Association 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) N/A 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 N/A 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 N/A 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 3% or more of the ownership in the above named "firm". Name Consultant N/A 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. • Certifying Person: Craig B. Thompson, P.E. Title: Asst. Vice President (Print Name) �, Signature of Certifying Person: r / Date: 9/1 6/201 9 K:\OEVELOPMENTSVCS1SHAREO\LAND DEVELOPMENTWPP TION FORM CONING\DISCLOSURE OF INTERESTS STATEMENT_5,12.201 S.DOC Exhibit 4 Nueces County Kara Sands Nueces County Clerk *VG-50-2019-2019042278* Instrument Number: 2019042278 Official Public Records AGREEMENT Recorded On: October 11, 2019 02:39 PM Number of Pages: 36 " Examined and Charged as Follows: " Total Recording: $147.00 � STATE OF TEXAS /=Go IY CoU�,p1,! Nueces County * ,+, *,1, I hereby certify that this Instrument was filed in the File Number sequence on the date/time printed hereon,and was duly recorded in the Official Records of Nueces County,Texas iIa of -' Kara Sands Nueces County Clerk Nueces County, TX cCI ***********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: 2019042278 DEVELOPMENT SERVICES CITY OF CC Receipt Number: 20191011000126 2406 LEOPARD STREET Recorded Date/Time: October 11, 2019 02:39 PM User: Brenda R CORPUS CHRISTI TX 78408 Station: CLERK02