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Home My WebLink AboutC2019-384 - 6/11/2019 - NA I/ y aJ DEFERMENT AGREEMENT STATE OF TEXAS § COUNTY OF NUECES § This Deferment Agreement ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipality, and IDV PARK PID, LP ("Developer"), a Texas Limited Partnership, in order to defer the completion of certain required public improvements prior to recording the final plat of PARK PID UNIT 1 (the "Plat"). A copy of the Plat is attached and incorporated by reference into this Agreement as Exhibit 1. The owners of the affected real property subject to the Plat and benefitted by this Agreement, to wit: IDV Park PID, LP, seek to have the Developer, acting as agent on the owners' behalf, enter into this Agreement with the City to defer construction of the required public improvements. WHEREAS, the Developer is obligated under Section 8.1.10 of the Unified Development Code ("UDC") to construct not less than seventy-five percent (75%) of the required public improvements before the final Plat is endorsed by the City's City Engineer or Development Services Engineer, as applicable ("City Engineer"); WHEREAS, the Developer is seeking to delay the construction of the required public improvements ("Deferred Improvements") shown in Exhibit 2, which exhibit is attached and incorporated by reference into this Agreement, and to have the Plat filed immediately with the County Clerk of Nueces County, Texas; WHEREAS, in order to have the Plat filed prior to completion of the Deferred Improvements, the Developer agrees to deposit with the City a form of pre-approved financial security authorized by Section 3.30.1 of the UDC in the amount of Eighty Thousand Twenty-Five Dollars and Zero Cents ($80,025.00), representing 110% of the estimated cost of constructing the Deferred Improvements as shown in the cost estimate, which cost estimate is attached and incorporated by reference into this Agreement as Exhibit 3; WHEREAS, water and sewer service are available to serve the subdivision, and the Developer has completed all other subdivision requirements, park dedications, park deferment agreements, maintenance agreements, and all special covenants; WHEREAS, the Assistant City Manager and City Attorney have both approved this transaction; and WHEREAS, the Developer is entering into this Agreement pursuant to Section 8.1.10 of the UDC in order to defer construction and record the final Plat. Standard Form DefermentAgreement 3/2013 Page 1 of 8 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 Eighty Thousand Twenty-Five Dollars and Zero Cents ($80,025.00), as a form of financial security authorized in Section 3.30.1 of the UDC, upon execution of this Agreement or before the filing of the Plat. The financial security must provide for 110% of the estimated cost of constructing the required Deferred Improvements, as those costs are shown in Exhibit 3. The Developer acknowledges and specifically agrees that, in the event the financial security required by this Agreement has not been deposited with the City before the filing of the Plat in the official public records of Nueces County, this Agreement is NULL AND VOID WITHOUT ANY NOTICE OR FURTHER ACTION REQUIRED BY EITHER PARTY. 4. If a letter of credit is utilized as financial security under this Agreement, the content of the irrevocable letter of credit must be pre-approved by the City's Director of Financial Services ("Finance Director") and City Attorney, be issued by a banking institution having a local branch office within the State of Texas (Corpus Christi location preferred), be valid for a period of twelve (12) months from the date of issuance or longer, and require, as sole documentation for payment, a statement in writing from the City's Assistant City Manager setting forth (i) the circumstances of default giving rise to the draft or (ii) the Developer's failure to furnish proof of renewal not less than thirty (30) days prior to the expiration of the then current letter of credit [see the paragraph below regarding renewal], and accompanied by a properly drawn draft not to exceed the face value of the letter of credit. 5. If the form of financial security is a letter of credit, the Developer must ensure that the letter of credit is kept valid at all times. The letter of credit must be renewed by the Developer before expiration, and proof of such renewal must be received by the City at least thirty (30) days prior to the expiration of the then current letter of credit. If timely renewal is not received by the City, or cash in lieu thereof is not deposited as financial security with the City, the City may, after ten (10) days Standard Form Deferment Agreement 3/2013 Page 2 of 8 prior written notice to the Developer, call (redeem) the letter of credit for failure to timely renew. If the letter of credit is called for failure to timely renew, the funds will be held in an account as if cash had been posted by the Developer for this Agreement in lieu of the letter of credit. The City shall not be liable for interest on any letter of credit so called nor shall the City be liable to the Developer for the accrual or payment of interest on any type of financial security posted by the Developer pursuant to this Agreement. 6. In accordance with the provisions set out in Section 3.30.1 of the UDC, as it may be amended, the City may accept other types of financial guarantees for deferment agreements subject to the approval of the Finance Director and the City Attorney. In the event the Developer desires to use and the City agrees to accept an alternate form of financial guarantee other than a cash deposit or an irrevocable letter of credit as security for this Agreement, such other security- specific financial guarantee's terms and conditions pertaining to issuance, redemption, restrictions, limitations, and use as made be made subject to this Agreement shall be as further set out in an addendum to this Agreement, which addendum is to be attached to this Agreement and the content incorporated by reference into this Agreement as "Addendum A." The parties agree that, should there be, by the attachment and incorporation of Addendum A to this Agreement, any conflict in the terms, conditions, or requirements stated in this Agreement (including its exhibits) and Addendum A, the provisions of Addendum A take precedence over conflicting terms in the Agreement and its exhibits. All other provisions in the Agreement (and its exhibits) not in conflict with Addendum A control otherwise by agreement of the parties. 7. Unless otherwise stated in this Agreement, any notice required or permitted to be given by either party shall be in writing and must be given by personal delivery, fax, or certified mail, return receipt requested, postage prepaid, and notice is deemed sufficiently given if addressed to the appropriate party at the address shown for the party in the signature block of this Agreement or faxed to the fax phone number shown in the signature block for the party. Any party may, by notice to the other in accordance with the provisions of this paragraph, specify a different address or addressee for notice purposes. 8. Time is of the essence in the performance of this Agreement. 9. Detailed construction drawings must be provided by the Developer and approved by the City's Departments of Development Services and Engineering prior to the start of construction of the Deferred Improvements. 10. The Developer shall construct the Deferred Improvements in accordance with the City's engineering standards in effect at the time of construction and in accordance with the construction drawings approved by the City departments pursuant to the paragraph above. Standard Form Deferment Agreement 3/2013 Page 3 of 8 11. Upon completion of the Deferred Improvements by the Developer as verified by the Assistant City Manager and Director of Development Services and within the time period stated in paragraph 26 of this Agreement, acceptance of the Deferred Improvements by the City Engineer, and compliance by the Developer with the remaining terms of the Agreement, the City Engineer shall: a. Immediately release the Developer from the obligations to construct the Deferred Improvements by mailing a release letter to Developer at the address shown above Developer's signature line in this Agreement. b. Return to the Developer within sixty (60) days of the completion of the construction of the Deferred Improvements and settlement of the actual construction costs, or within sixty (60) days of acceptance of the Deferred Improvements by the City, whichever is later, any balance remaining of all monies received by the City from the Developer. 12. If the Developer has not begun construction of the Deferred Improvements at least thirty (30) days prior to the date stated in paragraph 26 of this Agreement, the Developer agrees that the City, after notice in writing to the Developer, may accelerate payment or performance or require additional financial security when the City deems itself at risk as to the prospect of performance or payment based on a demonstrated reasonable basis. In addition, if the Developer defaults and fails to deposit any increased security after notice and an opportunity to cure, the City may transfer the cash funds received or call (redeem) the letter of credit and transfer the funds (if the financial security provided was in the form of a letter of credit) to the appropriate City account, and the City may begin completion of the construction of the Deferred Improvements. If City constructs all or any part of the required Deferred Improvements, the Developer shall reimburse the City for any additional costs related to completion of the Deferred Improvements within thirty (30) days after the City completes the required Deferred Improvements and invoices the Developer if the funds on account prove inadequate for the City to complete the Deferred Improvements. 13. In accordance with Section 8.1.10.B of the UDC, an increase in financial security from the Developer may be required on an annual basis if the City deems itself, in the sole discretion of the City, insecure as to the prospect of payment or performance on a demonstrated reasonable basis or it reasonably determines that the financial security does not provide for 110% coverage of the estimated construction costs. 14. The City and Developer agree that, if the Developer formally vacates the current Plat with approval of the Planning Commission prior to the deadline for completion of construction of the Deferred Improvements, any money received by the City from the Developer remaining on deposit will be released and immediately returned to the Developer. Standard Form Deferment Agreement 3/2013 Page 4 of 8 15. If Developer defaults in any of its covenants or obligations under this Agreement [excluding failure to timely renew a letter of credit, post additional security, or as may be made applicable by Addendum A, for which the default provisions are separately addressed in this document], the City Engineer shall send written notice to the Developer[(and may send notice to the Developer's project engineer ("Project Engineer"), if such address is known by the City] by certified mail, return receipt requested, advising the Developer of the default and giving the Developer thirty (30) days from date of receipt of the notice letter to cure the default. If the Developer fails to cure the default after receipt of notice and opportunity to cure, the City Engineer may transfer any funds received to the appropriate fund of the City in order to complete the Deferred Improvements. In the event there are any funds received by the City from the Developer remaining after the City has completed construction of the Deferred Improvements, the excess funds will be refunded to the Developer within sixty (60) days of the completion of construction of the Deferred Improvements and settlement of the actual construction costs. 16. The City reserves the right not to issue certificates of occupancy for all or any portion of the real property that is the subject of the Plat until the Deferred Improvements are constructed, installed in working order, and accepted by the City Engineer in accordance with the provisions of this Agreement. 17. No party may assign this Agreement or any rights under this Agreement without the prior written approval of the other party and by amendment to this Agreement. 18. By execution of this Agreement, the Developer covenants to construct the Deferred Improvements required by this Agreement, and this covenant shall be a covenant running with the land. The City, at the Developer's expense, shall file for record this Agreement in the official public records of Nueces County. 19. With the exception of Addendum A made applicable pursuant to paragraph 6, no changes or modifications to this Agreement may be made, nor any provisions waived, unless the change or modification is made in writing and signed by persons authorized to sign agreements on behalf of each party. 20. If, for any reason, any section, paragraph, subdivision, clause, provision, phrase, or word of this Agreement or the application thereof to any person or circum- stance is, to any extent, held illegal, invalid, or unenforceable under present or future law or by a final judgment of a court of competent jurisdiction, then the remainder of this Agreement, or the application of said term or provision to persons or circumstances other than those as to which it is held illegal, invalid, or unenforceable, will not be affected thereby, for it is the definite intent of the parties to this Agreement that every section, paragraph, subdivision, clause, provision, phrase, or word of this Agreement be given full force and effect for its purpose. Standard Form Deferment Agreement 3/2013 Page 5 of 8 21. The Developer shall, in compliance with Section 2-349 of the City's Code of Ordinances, complete the City's Disclosure of Interests form, which is attached to this Agreement as Exhibit 4, the contents of which, as a completed form, are incorporated in this Agreement by reference as if fully set out here in its entirety. 22. The Developer shall comply with all federal, State, and local laws, regulations, and rules applicable to performance of this Agreement. 23. This Agreement shall be construed under and in accordance with the laws of the State of Texas, and all obligations of the parties created pursuant to this Agreement are performable in Nueces County, Texas. Venue for all actions arising from or pursuant to this Agreement shall be brought in Nueces County, Texas. 24. Strict performance of the provisions of this Agreement by the Developer is required by the City as a condition of this Agreement. The Developer specifically acknowledges and agrees that failure by the Developer to adhere or comply with any term, condition, or requirement of this Agreement constitutes a default of this Agreement. 25. All signatories to this Agreement warrant and guarantee that they have the authority to act on behalf of the person or entity represented and make this Agreement binding and enforceable by their signature. 26. This Agreement is to be executed in duplicate, each of which constitutes an original document. This Agreement becomes effective and is binding upon and inures to the benefit of the City and Developer and their successors and assigns from and after the date the Agreement has been executed by all signatories. This Agreement terminates 6 months from the date executed by the last party signing this Agreement. r1-1 EXECUTED in one original this /1 day of -Tv.J e- , 2019. CITY OF CORPUS CHRISTI P. O. Box 9277 Corpus Christi, TX 78469-9277 (361) 826-3240 Office (361) 826-44 8 Fax fir/ / / Si•na ure Keith Selman Assistant City Manager Standard Form DefermentAgreement 3/2013 Page 6 of 8 APPROVED AS A STANDARD FORM LEGAL DOCUMENT: c/ll , 2019. CITY ATTORNEY 2 Signature Buck Brice Assistant City Attorney DEVELOPER IDV PARK PID, LP 10375 Richmond Ave Suite 1415 Houston, Texas 77042 (832) 500-5203 Signature Printed Name: Timothy Harrington Title: Manager STATE OF 1 e ra 5 § COUNTY OF Fri This instrument was acknowledged before me on TA r`E , 20101, by Timothy Harrington, IDV Park PID, LP, a Texas Limited Partnership, behalf of said entity. ;Pti'µv n��,, KELLY RODG RS Notary Public, State of texas / 'Q Comm. Expires 02.23.2020 Notary Publ' s Signatu - , ;° ,;,,,, Notary ID 11851178 Attached and incorporated by reference into this Agreement: Exhibit 1 — Plat (2 Pages) Exhibit 2 — Required Public Improvements (36 Pages) Exhibit 3— Cost Estimate (1 Page) Exhibit 4 — Disclosure of Interests (1 Page) Addendum A— if applicable pursuant to paragraph 6 Standard Form Deferment Agreement 3/2013 Page 7 of 8 UPON RECORDING. PLEASE RETURN ONE ORIGINAL DOCUMENT TO: City of Corpus Christi Department of Development Services Attn: Director 2406 Leopard Street Corpus Christi, TX 78401 Standard Form Deferment Agreement 3/2013 Page 8 of 8 9g I -i , i9 k lets i1 $M H- FINAL PLAT OF STATE OF TEXAS PARK PID UNIT 1 STATE OF TEXAS g $ COUNTY OF NUECES COUNTY OF18.80 ACRES OUT OF A 34.45 ACRE TRACT OUT OF LOTS 1 AND 2,BLOCK 4,J.C.RUSSELL FARM BLOCKS,AS SHOWN ON A MAP RECORDED IN This plat of Perk PID Unit 1,approved by the Department of Development We,IDV PARK PID,LP,do hereby certify that we are the owners of the landsServices of the City of Corpus Christi, Texas, this the day of a embraced within the boundaries of the foregoing map;easements shown hereon VOLUME 3 28,PAGES AL58-SO9,MAP RECORDS DESCRIBED INN D COUNTY,5617, 201— I i I are hereby dedicated to the public for the Installation,operation and maintenance SAID 34.45FFIACRES ALSO BEING O N Y,TEXAS.S5617, r "s OFFICIAL PUBLIC RECORDS,NUECES COUNTY, � of public utilities. s .."c This the day of ,201_ s`g u� Rama Pottumuthu,RE.,LEED AP e Development Services Engineer a fD , Donald T.Yaap Jr. — ti t 1 _ ,� e ' (I ( - �� • IDV Perk PID GP,LLC,Governing Member ,,,,,; _ _,., �. �y��\ Z alt, l lr a STATE OF TEXAS -- — _ .wrs l -- - '' COUNTY OF NUECES 0 R Timothy C.Hartington ;",I - 61) IDV Park PID GP,LLC,Governing Member -� I •I I.t ,� This plat of Park PID Unit 1,approved by the Planning Commission on the Z I iI ,x �I ='' Il behalf of the City of Corpus Christi, Texas, this the day of Q --:.,,,-.z.,-.;-,......,. ,c- t,Kr�. v, I I Ir.. .11-, ,201_ T g Jarred E.Coulter N l 11,,,, - i €i IDV Park PID GP,LLC,Governing Member 5`II I u G I I # t r--i Eric Villarreal,P.E. William J.Green,P.E. STATE OF TEXAS • 11' -' Chairman Interim Secretary V COUNTY OF PI `1 •This instrument was acknowledged before me by IDV PARK PID,LP proven to "131 I me to be the person whose signature is made on the foregoing instrument of '44._a.:= - aY 4 STATE OF TEXAS writing,and he acknowledged to me that he executed the same for the purpose 1 an,'0°4 COUNTY OF NUECES and considerations therein expressed and in the capacity stated. at I,Kara Sands,Clerk of the CountyCourt in and for said Nueces County,Texas, Given under my hand and seal of office, this the day of l �j ya. 'PROJECT g ` hereby certify that the foregoing map of the plat of Park PIG,dated the ,201 ,PocnnCT i l v� day of ,201_,with Its certificate of authentication was filed for record in my office this the day of .201_,at __ -- -_- - --`--- --- o'clock _.M. and duly recorded in Volume Page Notary Public �y '� `- � _ - ,Map Records of Nueces County,Texas. ugf My commission expires: v,. "•'%.,,,...:5: Vr' eliF I i ' Witness my hand and seal of said Court at office in Corpus Christi,Texas,this I -lam �,E,_ j'iI the day of ,201_ r STATE OF TEXAS LL p COUNTY OF NUECES No. OZ w I,Stacey King Mora,Registered Professional Land Surveyor,hereby certify that .r MAP ,r„M,ryl.44 Kara Sands this survey map was prepared from an actual on the ground survey made under LOCATION ry I AP Filed for record County Clerk Q = I my direction and supervision,and represents the facts found at the time of 1”=2000' At o'clock_.M. Nueces County,Texas J Q z 3 survey,and that this survey substantially complies with the current standards ,201— d d H adopted by the Texas Board of Professional Land Surveying. --1 re By: ZY6 Stacey King Mora Deputy Registered Professional Land Surveyor Texas Registration No.6166 fZ u 6 F Hanson Professional Services,Inc. o U Date: e PPG30O NIET fA DEC 1 3 2017 J PLANNING COMMISSION 1 ii,tr1 1 or 2 EXHIBIT 1 FINAL PLAT OF LEGEND N 0 60 120 CURVE TABLE - 3 !,,- PARK PID UNIT 1 IRON ROD FOUND `= • eDMNETER BY...LONG W�1%E CURVE LENGTH RADIUS CHORD CHORD g wwxe ' EMFee U or Roo mem neo Pus»c In�f ID BEARING LENGTH SCALE -,ao 0 y a. 18.80 ACRES OUT OFA 34.45 ACRE CAP STAMPED TINSMTH ENO. -- -------- c.c.n.ser S" Cl 23.55' 15.05 S46°24'14•E 1 21.21' ' f E TRACT OUT OF LOTS 1 AND 2,BLOCK 4, o LOT CORNER LOT LINE I --- - I d I' J.C.RUSSELL FARM BLOCKS,AS SHOWN 0 BLOCK SYMBOL ______ UTILITY EASEMENT-OE. C2 23.57' 15.00' S43.35'46'W 1 21.22' -' ON A MAP RECORDED IN VOLUME 28, r` DIRECTION OF PREVAILIING ---- YARD REQUIREMENT'Y.R. -1\ PAGES 58-59,MAP RECORDS NUECES BREEZE -.--.-- FIRE ACCESS/TEMPORARY TURNAROUND \ 3 L g? PRIVATE DRAINAGE EASEMENT-D.E. MR MAP RECORDS CORNER DETAIL 5 COUNTY,TEXAS. SAID 34.45 ACRES ROAD CENTERLINE D.R. DEED RECORDS NOT DRAWN TO SCALE } 55 m 5 ALSO BEING DESCRIBED IN PROPERTY BOUNDARY LINE CENTERLINE OF I DOC#2017035617,OFFICIAL PUBLIC RIGHT OF WAY N88'36'34-E , R 5 6 .- RECORDS,NUECES COUNTY,TEXAS. 1 0.36• 4 I 1 01', \ �� ---1-.._ S88°36'34"W 1,341.83' - - �' x Fa YeRNA,.NENNN PARA,E MrT�AA„.M L.Ak.I.« N,. •t.rDF" -"- - ;ra:: A.- N1°23'26"W 333.67' I .0 9u . x+.12 IIR 2 3 6 $ + '- 85,605 SQ FT 85,805 SQ FT Q = 222,778 SO FT 1.97 ACRES 1.97 ACRES 7. 5.11 ACRES kIs O M x SA I 15 ® oo�'RIE'Px*aTF_re .-exT la '‘:4.3 (n R N. 53,784 SO FT SU'3EASW J 'I Z C4 MIME _I 1.23 ACRES ---- '�`6,3Ep46F""M"'r (p ,wArNQ MSMrNr _8_r g_4 ________ ___j_-__ ti -F a,rnurARATUNE BIENT.COMMENT 140.__.......... L__ 1 nrcavw'iE�� l )) W'll-- '-frli �iO.iC PRNATE ACCESS EASEMENT e '+ ___ -�-_ �.�} i _ �r Nrwn arr.OAMTF,r,:6t,e 16.. _' r m••xr.ooMA/rt a sNW tl6'n sT_wA1(.diWe«76ocIITiMrt$ ma = VI,. AIM-- -rgair IsmsAD 4Z -F---�: k -_ r:o _e+ ioo<oT.w 3 , p` > .-4r�^ ,�-�.f�....-��y�..��w°° ��..�. A«FA.N.NI, n,�,nu„ n Ik I C4 , ;� N88°36'34"E 77.04' V I in rAMNex rg I . s .i 14 A 13 23,7822SQ FT '..--....•••-N1°23'26"W 293.67' IK i 5L tn$, 123,754 SO FT .{q 123,782 SQ FT 2.84 ACRES pz 281 ACRES }i- 2.84 ACRES 1r' II I 1,.I II ,Coe PARA,E ...I - - - No I ( IMITIBMBNT.mGAeNI ' - - - - - ,„N,VmE Dery SEraA,erxS,NwEN,o«UWITNO -_:<.- •, -,TF,ewngr-- --44140- N88°36'3 1,264.50' N i "I ,1 Z LLF- 0 PARK PID UNIT 1 GENERAL NOTES 8. FEMA INFORMATION: 1 O Z N PLOTTING THE PROPERTY BY SCALE ON EFFECTIVE FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NO.485464 0165C, A = W MAP REVISED JULY 18,1985.INDICATES THE PROPERTY IS LOCATED IN FLOOD ZONE C(WITH ELEVATION OF 42'NGVD), 1. TOTAL PLATTED AREA CONTAINS 18.80 ACRES OF LAND INCLUDING PRIVATE STREET. DEFINED AS AREA OF MINIMAL FLOODING;BASE FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS DETERMINED. Q Z J 0 Z 2. ALL BEARINGS ARE GRID BEARINGS BASED ON THE TEXAS COORDINATE SYSTEM FOR THE LAMBERT SOUTH ZONE(NAD 19831. 9. IMPROVEMENTS a a I- ELEVATIONS ARE BASED ON NAVD 88. 8.1. LOTS: J N ii 9.1.1AA. INDUSTRIAL-7 TOTAL LOTS(LOT 1,2,3,12,13,14,15,BLOCK 1,18.80 ACRES) Q Y U 3. A 5/8'DIAMETER BY 18-LONG IRON ROD WITH RED PLASTIC CAP STAMPED NAISMITH ENG.C.C.,TX'WILL BE SET AT ALL PLAT 8.1.1 A.B. LOT 15,BLOCK 1 IS A PRIVATE STREET.SHALL BE USED AS A PRIVATE ACCESS AND PRIVATE Z CORNERS,BLOCK CORNERS.LOT CORNERS,POINTS OF CURVATURE,AND POINTS OF TANGENCY,UNLESS OTHERWISE NOTED. UTILITY/DRAINAGE EASEMENT. - Li. s LL Q 5 4. THIS SURVEYOR CANNOT CERTIFY AS TO UN-RECORDED EASEMENTS AND/OR RIGHT-OF-WAY THAT MAY IMPACT THE SUBJECT 10.ALL ROADS WITHIN PRIVATE EASEMENTS WILL BE PRIVATE ACCESS AND PRIVATE UTILITY/DRAINAGE EASEMENTS AND ARE TO PROPERTY AND ARE NOT VISIBLE AND APPARENT.CAUTION MUST BE TAKEN WITH PIPELINE MARKERS INDICATING BURIED BE MAINTAINED BY OWNER.THE CITY HAS NO OBLIGATION OR INTENTION TO EVER ACCEPT SUCH STREETS AS PUBLIC OU LINES NOT ON RECORD. RIGHT-OF-WAY. 'i --J. .. ---is i,2 • 0 5. THE YARD REQUIREMENT,AS DEPICTED,IS A REQUIREMENT OF THE UNIFIED DEVELOPMENT CODE AND IS SUBJECT TO 11.THE OWNER AGREES TO RELEASE,INDEMNIFY,DEFEND AND HOLD HARMLESS ANY GOVERNMENTAL ENTITY FOR DAMAGE TO: CHANGE AS THE ZONING MAY CHANGE. A. PRIVATE STREETS REASONABLY USED BY GOVERNMENT VEHICLES i 2 R j U Y B. INJURES OR DAMAGES TO OTHER PERSONS,PROPERTIES OR VEHICLES CLAIMED AS A RESULT OF STREET DESIGN OR .11i f„_„L;;�AEu E.COC g°t 1 8. NEW CONSTRUCTION IN A SPECIAL FLOOD HAZARD AREA,AS DEFINED BY FEMA,MUST HAVE A MINIMUM FIRST FLOOR CONSTRUCTION i-I ACRE 1RACI ELEVATION FOR HABITABLE LIVING SPACE AT OR ABOVE THE BASE FLOOD ELEVATION(BEE)PER THE CURRENT APPLICABLE I.F:-uI ,7110107,•Sr S, FLOOD INSURANCE RATE MAP(FIRM),OR 18 INCHES ABOVE THE LOWEST ADJACENT TOP OF CURB(OR CROWN OF ROAD IF 12.REPLACEMENT COSTS OF THE PRIVATE SIDEWALK AND OTHER AMENITIES WITHIN A PUBLIC UTILITY EASEMENT SHALL BE THE _ g UNCURBED),WHICHEVER IS HIGHER. RESPONSIBILITY OF THE OWNER. i 7. RECEIVING WATERS: 13.PRIVATE DRAINAGE EASEMENTS ARE TO BE MAINTAINED BY A PROPERTY OWNERS ASSOCIATION(POA).THE THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE OSO CREEK.THE TCEQ HAS NOT E CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO CREEK,BUT IT IS RECOGNIZED AS AN ENVIRONMENTALLY SENSITIVE 14.THE TEMPORARY TURN-AROUND EASEMENT LOCATED ON LOT 12,BLOCK 1 CANNOT BE OBSTRUCTED UNTIL IT IS VACATED. AREA.THE OSO CREEK FLOWS DIRECTLY INTO THE OSO BAY.THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE THE TEMPORARY TURN-AROUND EASEMENT GETS VACATED WHEN THE STREET IMPROVEMENTS BEYOND THE SUBDIVISION OSO BAY AS 'EXCEPTIONAL-AND'OYSTER WATERS'AND CATEGORIZED THE RECEIVING WATER AS 'CONTACT ARE COMPLETED. 1 8 RECREATION'USE. SHEET 2 in 2 R CONSTRUCTION DRAWINGS FOR g PARK PID PUBLIC IMPROVEMENTS g g TEXAS Digitally signed by Ratna S Pottumuthu, CORPUS CHRISTI j PIANCON'STS RARELK'TpN RF,EASED FOR p,E.,LEED AP �- ' 111 oFVELM3reYr SERVICES DN:cn=Rama S.Pottumuthu,P.E.,LEED AP, �Y9I» CuW�u- M•m,.�II eFPin r.a o=Clty of Corpus Christ),ou=Development MARCH 2 018 al<P Axe.state,°UDC J.9 ss SeMces email=ratna5.26-0 xas.com,cUS Date:2018.03.22 14:55:26-05'00' Sheet List Table _ LOCATION MAP PROJECT INFORMATION Page NumberSheetCOVRSHEET C2.0 GENERAL NOTES(1 OF 2) p ' ./ , LOCATION DESCRIPTION C2.1 GENERAL NOTES(z of z> - 0 a THIS PROJECT IS LOCATED IN THE CITY OF CORPUS CHRISTI.NUECES COUNTY,TEXAS. _ __ ` N C3.0 FINAL PLAT m AI% PROJECT DESCRIPTION C4.0 STORM WATER QUALITY MANAGEMENT PLAN a h I. Q1,,1 THIS PROJECT CONSISTS OF THE FOLLOWING,BUT NOT LIMITED TO,SITE GRADING. _ •• ,. INSTALLATION OF PUBLIC GRAVITY SANITARY SEWER PIPE AND APPURTENANCES, C4.1 EXISTING CONDITIONS - 'r' E INSTALLATION OF PUBLIC WATER PIPE AND APPURTENANCES,PRIVATE PAVING, ' 1 641%-:** *•)1 ` PRIVATE DRAINAGE IMPROVEMENTS,AND ALL OTHER INCIDENTALS DEPICTED IN THESE C5.0 EROSION&POLLUTION CONTROL PLAN '► `VDRAWINGS. - `„ �� m C5.1 EROSION&POLLUTION CONTROL DETAILS&NOTES ),PROJECT PROJECT DATUM cs.0 DEMOLITION PLAN LOCA I ION 9�Aa q 7- CONDITIONS.,„,, THE EXISTING CONDITIONS WERE SURVEYED BY HANSON PROFESSIONAL SERVICES INC.ON C7.0 GRADING PLAN(1 OF 2) DATUM NAVD BB.ALL WORK ON THIS PROJECT SHALL BE ON DATUM NAVD 88.PROJECT 4 I SURVEY CONTROL POINTS WILL BE SET BY HANSON PROFESSIONAL SERVICES INC.AT THE C7.1 GRADING PLAN(2 OF 2) 1 TIME OF CONSTRUCTION. C7.2 DRAINAGE SWALE CROSS SECTIONS '_s g I- PROJECT NOTIFICATION C8.0 PAVING PLAN ! ;11 3 d b A 1.THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTION DEPARTMENT AND THE ENGINEER ( 1 PAVING DETAILS&NOTES 0 anresaTREET AT LEAST 3 WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION. N E ¢ " 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY TO OBTAIN C8.2 TRAFFIC CONTROL PLAN(1 OF 2) 4 5�g --SPERMITS AND PAY ALL APPLICABLE FEES PRIOR TO COMMENCING CONSTRUCTION. C8.3 TRAFFIC CONTROL PLAN(2 OF 2) II 3.RIGHT OF WAY PERMITS ARE REQUIRED PRIOR TO COMMENCING WORK IN PUBLIC RIGHT 09.0 STORM SEWER UTILITY PLAN(1 OF 2) - OF WAY OR EASEMENT.THE CONTRACTOR SHALL CONTACT ENGINEERING SERVICES C9.0 STORM SEWER UTILITY PLAN(2 OF (TRAFFIC ENGINEERING)TO DETERMINE ALL APPLICABLE REQUIREMENTS(PERMITS, 2) te P RO J ECT TRAFFIC CONTROL PLAN,FEES ETC.) C9.2 SANITARY SEWER UTILITY PLAN ,LOCATION I GENERAL CONTACT INFORMATION C9.3 WATER UTILITY PLAN(1 OF 2) XTE EMERGENCY:911 C9.4 WATER UTILITY PLAN(2 OF 2) s. POLICE(NON-EMERGENCY)-381.8862600 R FIRE(NON-EMERGENCY)-361-826-3900 C9.5 UTILITY PROFILES(1 OF 5) EMERGENCY MEDICAL SERVICES(EMS)(NON-EMERGENCY).(361)826-3900 _ =1 a C8,6 UTILITY PROFILES(2 OF 5) H 1 - 000.0 CITY OF CORPUS CHRISTI CITY CALL CENTER-361-826-2489 C9.7 UTILITY PROFILES(3 OF 5) w z DEVELOPMENT SERVICES-361-826-3240 C9.8 UTILITY PROFILES(4 OF 5) SEE NOTES ON SHEET 2.1 BEFORE BEGINING THE ENGINEERING-361-826-3500 ENVIRONMENTAL PROGRAMS-361-8264Q $ 066 C9.9 UTILITY PROFILES(5 OF 5) i! CONSTRUCTION GAS DEPARTMENT-361-88S-6900 gg PARKS AND RECREATION DEPARTMENT-361-8263461 C10.0 STORM SEWER STANDARD DETAILS(1 OF 2) -IP - SOLID WASTE DEPARTMENT-361-826-2488 s § "A CONSTRUCTION SHALL COMPLY WITH CITY STORM WATER DEPARTMENT-361.826-2480 OR 24 HOURS 895-6942 010.1 STORM SEWER STANDARD DETAILS(2 OF 2 1 1.d1F Y STREET DEPARTMENT-361-8262489 C10.2 WASTEWATER STANDARD DETAILS(1 OF 4) s $ 5 STANDARDS AND SPECIFICATIONS TRAFFIC ENGINEERING-361-826-2489 OR 24 HOURS-88626009 WASTEWATER DEPARTMENT•361-8264489 OR 24 HOURS-885-8942 C10.3 WASTEWATER STANDARD DETAILS(2 OF 4 LT. WATER DEPARTMENT-381-8262489 OR 24 HOURS-885-6942 w WARRANTY SHALL BE PER UDC SECTION 8.1.6.A, OWNER/DEVELOPER C10.4 WASTEWATER STANDARD DETAILS(3 OF 4 IDV PARK PID,LP 010.5 WASTEWATER STANDARD DETAILS(4 OF 4 AMENDED JAN 2018 BY CITY COUNCIL m ENGINEER C10.6 WATER STANDARD DETAILS(1 OF 4) W F f HANSON PROFESSIONAL SERVICES INC. C10.7 WATER STANDARD DETAILS(2 OF 4) W 2WS !SW Z mg- C10.8 WATER STANDARD DETAILS(3 OF 4) a ww NOTICE 1 C10.9 WATER STANDARD DETAILS(4 OF 4)2. o,cT *Tavola El r�� ..,,o,,,F , , 6t' a d R- X w on raI!IIAII NE,pit SintxtaPwvx Rr N,R Lwx,f[ mE 8asawwhet'B below IRE N CONTRACTOR 55111 BE REQUIRED TO SATAN PERMITS FOR NOTITS FO ANY EXCAVATION IN PUBLIC RIGHT OF WAY.EXCAVATION o AN ANY TION OF THE PUBLIC WAY THAT HAS BEEN IMPROVED PITH A PAVE°SURFACE FOR STREET,SIDBORES ALK,SURFACE DRAINAGE,OR RELATED PUBLIC TRANSPORTATION CONSTRUCTION SET (� 0 -..__...___-._..... INFRASTRUCTURE PURPOSES. PERMITS WILL NOT BE ISSUED FOR EXCAVATION IN ANY PUBLIC WAY THAT HAS BEEN 9111I�! l J OR RECONSTRUCTED CONSTTRRUC�N ENTITY IN THE PRECEDING PERIOD OF FIVE(S)YEARS FROM THE DATE I 03/05/2018 i im T OE1 00444 TN OR nnwFi NOTICE"" OF ACCEPTANCE BY THE PUBLIC CONSTRUCTION ENTrrv. DATE. t oNE R PogxTHa OAY 1.1 E _, al B,nae„ EXHIBIT 2 IAA 05.2018 4,0 MN WNW),f is\1),105\I 7E0 II9\CAD\SRE\SHEET\CDS\CT.0 GENERA NOTES.DWG e - , ^ " " - - ,. 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' . RQ, a . 'gig ,A •r •gig Vic gg g� P1571 0 C g i g € ?i 2° AA : oa r g$ a� g 24,X g of C n i s $ Agr # A i s g A Al gg g ;y .g $ 'i "la$ 1,4 R g! "t!K 0 g O • 4 aeP h NI 9 AR 4r 9 ri ,9' Is a A' : gs- $ g T$ aZ i i ? W � a A i m ' ' 'Ti`g a R ° a m N ll 4 —• t MO Mel. %%OM REV REv61v1 Rig DRAWN DESICAED R05 =^ GENERAL NOTES(1 OF 2) <33 (J �.�.��. ..y. ®I DV N ..........�7NIYJlJ1Y / g t. �. PARK PID PHASE 1 PUBLIC 0.,„A• —�, YS 11141.' i *' Y+. CD IMPROVEMENTS a51�1ot canna R°"O°`I mazes In ! \ / Ur0u1 COT IDV ParkPID,LP CORPUS CHRISTI,NUECES COUNTY.TEXAS s umb.Texas)Bat l `t DRAWN CNP ,wmn„s.e,ae"y �1 REVIEWED COT WATER VERY NOT. ENVIRONMENTAL CONSTRUCT.DEBRIS FROM THE PROJECT SITE CLEAN ALLE SANTIARV S.ER Of DESR,S,WINO ALL S ` '. T.""n(MECORULEBSANION o neouTSIONe OR PUBLIC CONSTRUCTED SYSTEM wTEXAS H..ST.0W ODEE Rnc,CI.FGEER 2wRON "Ta TO PRmeBCR...ANDC,uRT"E SITE OF ALL EQUIPMENT TO THE SA,T,eE.c,w«OFT"E E 2 MENOEMENTOECONSTRUCTION.THE SYSTEM OWNERS REPRESENTATIVE„BT«DTI,.THE APPROPRIATE TDEDREDIDR,IL,. MATERIALS LARGER THAN FOUWINCHESInTNOHWITHIN THE CONSTRUCT.LIMITS AND NOT INCORPORATESSE.«DEEDER,L B""" Digitally signed by Ratna S. oF Fief SE REMOVED BY THE CONTRACT.FROM THE PROJECT AND DISPOSED OE IN ACCORDANCE N1TH S.swiswSANDAROS.µDmuSTBECERTFIEE SFµORGAHN STANDARDS EN RNAL Pottumuthu,P.E„LEED AP i 1 FROST.AND POLLUTION CONTROL D.cES SuCH AS,BuT NOT LIMITED TO.REINFORCED SILT FENCE,INLET PROTECT.,HAVBALES AND PLANS ARE RELEASEE FOR A NAL iNSwPwAND OTHER DEVICES AS DIRECTED BY THE OWNERS REPRESENTATIVE SHALL BE VERIFIED AND REMEDIED TO WET T«E REQUIREMENTS OF co.rsrnDcrloN DN:en=Ratna S.Pottumuthu,P.E., HAVE AN AS.DESIGN PRESSURE RATING oF AT LOST 150 PM OR A STANDARD DIMENSION RATIO OF 25 oR THE DEVOE AND°NNE.REPRESENTATIVE. S. COWEYARCE OF TWINNING WATER SHALL BE ACCEPTED OR 3: THE CONSTRUCTION ENTRANCE SHALL SE REMOVED UNLESS OD TO THERWISE STATEDE THE aaaeaTE IN OPER. WITH LOCAL. oraao reNT SERVICES LEED AP,o=City of Corpus Christi, g RELOCATED FOR uSE IN ANY PUBLIC ORINKINO,V,ER SUP., M'R"I"°'P"L""'P'""°'"°ou=Development Services, A 5. WATER TR,H.ISSION AND DISTRIBUTION LINES muST RE INSTALLED IN AcCORDANCE WTH THE MANUFACTuRERS INSTRUCTHE CONTRACTOR S..GRADE TIONS. "�RINDHE AN n L E SITE TO PREPARE THE SITE FOR THE INTENDED USE TO TSATISFACTION OF RIE ANI Com..EwN in CDC 3.2.5. E. THE HADROSTATIC LEAKAGE RATE SHALL NOT EXCEED-THE TALLOwEDORREOONNENDEDB.THEHOSTCURRENTAWNAX DEFLECT.OF WATERLINE HORIZONTAL.,AND/OR VERTICAL...10 hut/NOT BE INDICATED ON THE DRAWINGS. OWNERS REPRESENTATIVE. email=ratnap@cctexas.com,c=US AND DuCTILE IRON OPE E, S FOR PVC CAST PLL AS SPECIFIED AND NOT UNTIL AT LEAST TPRTY-SM 1261 HOURS AFTER Date:2018.03.22 15:02:52-05'00' .. THE UST cONCRETE THRUST BLOCK T.BEEN CAS1 1. THE CONTRACToR ANL SE RESPONOBLE FOR MAINTAINING,.10121 SETS OF ASBHAT'DWAIN.SHONIND ILLUSTRATION'S ANDIon 1.2. EACH SECTION oF PIPELINE STALL BE SLONTY FILLED VAL MATER D i ECIFIED TEST PRESSURE.MEASURED THE POINT NOTES OF ALL PIEL0 C...0.0 HODIFICATIONS TO THE DRAWN.AS ISSuED FOR THE PROJECT. ,SSUILT...NOS..BE SNIPED.WL CONTRACTOR .3. ILLINOOTHE PIPE AND BEFORE APPLYING TH PECIµEnreSTPPRESSURE ALL AIR SRALLBEEXPELLED TFRON E O 2.LOWEST ELEvATION,WALL BE APPLIED SETS OF MUST BEeuemTEINSPECTOR.).ONNRSREPRESENTArnEPRIORTOPROIECT NAL E.I. DURING THE TEST.ALL EXPOSED PIPE.FITTINGS.VALVES.HYDRANTS,AND JOINTS SHALL I.CAREFULLY EXAMINED. IF FOUND To sE THEY SHALL BE CORRECTED IMMEDIATELY.THE coNTRACTOR. ...2. FECT.MATERIAL.THE GEFECHNE«ATERIALQT.BE"E«OWDAND REPLACED BYTHE L• • CONTI...NCH SOuND MATERIAL. IL THE CONTRACTOR...INSTALL APPROPRIATE.RELEASE ES IN THE USTRIsmoN SYSTEM AT ALL PUNTS WHERE TOPOGRAPHY 1. IF A PARTICIPATION AGREEMENT AND/OR REIMBURSEMENT ARE BEING REQUESTED BY THE BE".RED MTN,AESH BIR FINER CGRRosIW RESISTANT unEENINO MATERIAL DEVELOPER/ENGINEER,THEN PRIOR TO START OF CONSTRUCTION,CITY COUNCIL MUST 0.i ACCEPTABLE EQUIVALENT.LECKE' ` B •PPROVE SAID AGREEMENT. 10.SEPARAIION 10.1.GENERAL a WA SEPAILY.IS TO BE —i E MAESUREDFRM10,12 DEPLECTPN OF PINED To THE OuTSID SuRFERSEF EAnWARDNu.YNPIEBE EINDICATEOON THE DRAWINGS. 2. THIS WORK WILL BE INSPECTED BY THE CITY'S CONSTRUCTION INSPECTION DIVISION. CONSTRUCTION INSPECTION SHOULD BE CONTACTED AT LEAST 72 HOURS PRIOR TO START OF ,821 NSMALLBEAMINIMUMOfTV.FEETQt.UNLESSOTHER,«SENOTEDOR Q a CIRECTED BY THE OWNERRREPPRES.TATIVE CONSTRUCTION.THE NUMBER TO CONTACT CONSTRUCTION INSPECTION IS(361)826-1738.10.3.ORO.NG s 10.2.1. H,e(n TO T.1OEEETW.CEMENT STABILISED SAND NO%CEMENT PER CUBIC YARDOF SANDI SHALL BE ® D PLACED BETWEEN AND EETEaI CNPBEVONO EACH unLm. WA.SEPARATION OF PAORE THAN TW0F 1a-BALL SHALL BE AS DAWNEXISTING.OSINDICATE OR ETO OR BETTER THAN EXISTING. DEVELOPER/DEVELOPER'S AGENT SHALL ENSURE THAT BEST MANAGEMENT PRACTICES TO UTILITIES10.4.WASTEWATER MINIMIZE EROSION AND SEDIMENTATION ARE BEING USED AND THAT ANY AND ALL TCEQ d 10.41 A,!HALL CASES,THE WATER NT 00 UTILITY TBBc`EWEREDONTNE CROSSING. vn BE ABOVELDY. PERMITS WHERE NEEDED HAVE BEEN OBTAINED. /0.4.1.EL WATERLINE PIPE 10.4,2,SEPARATION Of ET 1DOR MORE WALL DIRECTIONS 10.A2w IN ALL CASES THE WATER UNE IS TO BELOCATED ABwETHE S.A.UTROYAND INSTALLED AS INDIurea C«THE UuwNGsAND BY THE DEVELOPER/DEVELOPER'S AGENT SHALL ENSURE THAT TRAFFIC CONTROL MEASURES ARE EEILITY LEssIN ANY DIRECTIONVASA.Nov NASTEWATER IMPLEMENTED AS NEEDED.ANY WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE gg ,..A., UST MEET THE REQUIREMENTS O 30 TACE2Nrm1DI1PIP:DESIGN,AND 30 TAC P2n.NE,EwATER CITY'S TRAFFIC ENGINEERING DIVISION.GIST R11.101-0. 5 ,.u.A2. INSTALLATION SEPARATION SW.BE A MINIMUM OF TWOFEET mANDHORIZONTAL SEPARATION SHALL BE A.1.5 oF EETi., SE SIT 1n BETWEEN OUTSIDE DETERS AND HAVE CEMENT 5. ANY WORK AFFECTING TXDOT RIGHT-OF-WAY REQUIRES REVIEW,APPROVAL AND/OR Y£ 1Q1JA2 • SAND PULED BETWEEN AHD FIVE-FE.1 SEPARATION SNALL SE A ET(01 BEYONUTILITY ANO THE SEWAGE UNE MUST BE BELOW THE waER PERMIT AS APPLICABLE. 88,3g MSS.EXISTING TER MLITT WAIST ENTER UTILITY LINE LS LEAKING THE LIVE MUST BE REPLACED NPEPEET(V)IN EACH DIRECTION OF THE TAC s2,cs511 DEMON) TAC IpEo.ulE)IwATER 6. ALL PUBLIC IMPROVEMENTS SHALL BE WARRANTED BY THE DEVELOPER PER UNIFIED • 10,...3.8.2.THE• MUDISTRIBUTS,."LIST MEET THE REQUIREMENTS OF 30 DEVELOPMENT CODE(UDC)SECTION 8.1.6 FROM THE DATE OF ACCEPTANCE OF THOSE 5 ' 10.4.1.2., SPOIL BEA MwwUM OE TWD.FEET m ARD HORIZONTAL SEPARATION SHALL BEA IMPROVEMENTS BY THE DIRECTOR OF ENGINEERING. 181.3.8.2.2_ BEA MINIMUM OE TWOPEET IBI AND..CEMENT STABILIZED BAND PACED BETwEEN AND EE*R33 BEYOND." H T T TNE coNTRACTOR SHALL DISINFECT IT W NEW.TER PLAINS IN ACCORDANCE NITH MAYA STANDARD Cm,AND PROJECT SPECIFICATIONS 7. APPROVAL FOR PUBLIC IMPROVEMENTS PERTINENT TO PLATTING REQUIREMENTS OF A * `,t AND THEN FLUSH AND SAMPL E THE LINES BEFORE BEING PLACED INTO S TO CHECK THP EFFECTIVENESS OF THE DISINFECTION PRaCEOUaE FINAL PLAT SHALL EXPIRE IF THE FINAL PLAT EXPIRES.A FINAL PLAT EXPIRES SIX(6)MONTHS O11°AMY "�P" V611011 SHALLBE REPEATED1SAMPLE FOR EACH CONTAM'1 1.SAMPLES SHALL BE COLLECTED FOR INATION OFF COB'1.2.AURELIUS OF IAPLETED VOTER LINE WILL BF REWIRED.UNLESS NOTED OTHERWISE. FROM THE DATE OF ITS APPROVAL BY PLANNING COMMISSION IF IMPROVEMENTS HAVE NOT ,:•• LCGTION OF WMTER LINES.SERACE CONNECTIONS.VALVES.FIRE',DRAWS.FITTINGS.AND OTHER HEMSARE APPROXIMATE AND ARE BEEN INITIATED AND SUBSTANTIAL PROGRESS CONTINUED TOWARDS COMPLETION UNLESS ANTO BE LOGTED IN ACCORDANCE PATH THE PLANS AND sTANDARD DETAILSDae maSrmN APPROXIMATE AND NOT UL REPAIRED MATERIALS MAY BE WDICATEDEXIBTING PAVEMENT REMOVAL AND REPAIR EXTENSION HAS BEEN GRANTED BY ENGINEERING SERVICES. 1 1 PAVEMENT SPALL BE...CUT FULL DEPTH 1AMERE EXIsTING ag 2 NNCHuG IENo*IS BEING CEMENTmaAc,AND TWELVE,"cHOn COUP.TED FLEXIBLE BASE IN ACCORDANCE..THE 8. APPROVAL FOR PUBLIC IMPROVEMENTS ASSOCIATED WITH A BUILDING PERMIT SHALL ,.Z,. .EIGHT PERca,,'a*IMDDIFIEO PRocTa+INACCORDANCE wr,AarMmx3 EXPIRE IF THE BUILDING PERMIT EXPIRES.A BUILDING PERMIT EXPIRES 180 DAYS FROM THE DATE 122 SECTION IS FOUND TO THICKER,THE PAVEMENT REPAIR SECTION SNA.BE INCREASED TO MATCH EF ISSUANCE UNLESS AN EXTENSION HAS BEEN GRANTED BY BUILDING INSPECTIONS. .H s NGSECTION.CONTENT 1 i�1I$ 1. PR.To CONSTRUCTION 9. A PERMIT IS REQUIRED FOR ANY EXCAVATION IN PUBLIC RIGHT OF WAY.EXCAVATION F - ,.1. L SE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE DELI MEANS AN ACTIVITY THAT CUTS,PENETRATES,OR BORES UNDER ANY PORTION OF THE PUBLIC 6 GRADES,THE CONTFUCTOR SKALL CONSTRUCT PAVEMENT TO THE LINES,GRADES,DJUSTMENTS TO THE UNE, _ WAY THAT HAS BEEN IMPROVED WITH A PAVED SURFACE FOR STREET,SIDEWALK,SURFACE E .i =I DAMAGED AT NO ADDITIONAL ODST TO THE PROJECT, E REPRESENTATIVE.2 IDR.AWINcs..NvvEMENTSEcnoNRSARSII;DICATEDWnPNTHEDRAWINGSNTHM..rERULROVED BV THE Ls MEETING OR ERS DRAINAGE,OR RELATED PUBLIC TRANSPORTATION INFRASTRUCTURE PURPOSES.PERMITS WILL €liggl aTHEse. NOT BE ISSUED FOR EXCAVATION IN ANY PUBLIC WAY THAT HAS BEEN CONSTRUCTED, y § 4, THE CONTRACTOR WU BE REWIRED TO HAVE THE SUBDRADE AND PROPOSED BASE MATERIALS-TESTED BY AN APPROVED GEOTECHNICAL TESTING UBORATORY FOR THE ESTABLISHMENT OF AN OPTIMUM SOIL MOISTURE AND DENSITY PROCTOR. RECONSTRUCTED,REPAVED,OR RESURFACED IN THE PRECEDING PERIOD OF FIVE YEARS FROM M� g6. PRIOR To PLACEMENT OF ANT PAvINO IMPROVEMENTS.ALL uNDERGROUND PAPROWJAWTS SHALL BE INSTALLED IN ACCORDANCE.. HE DATE OF ACCEPTANCE BY THE PUBLIC WORKS CONSTRUCTION ENTITY., THE DRAWINGS AND INDUSTRY STANDARDS,VERIFIED ST-THE CONTRACTOR,.PASS WL TEsTING WOLXREMENTS.IF IT IS _ 3Z TS,THE«ANATEDO RESULTWOar.. ry 0 THE CONTR.-TORTS EXPENSE 10. ANY EXCAVATIONS ALLOWED BY THE DIRECTOR OF DEVELOPMENT SERVICES ON CONCRETE o m rz ' R'"`E"RENEW PAVEME"T'"XO`•” SML BE EETTHE SAW CUT THE STREETS MUST BE PERFORMED IN SUCH A WAY ENTIRE CONCRETE PANEL IS REPLACED. N `: a FEET;>IBEYIS ONDDPAPAL`NWAR THE °oPoBEDPAVE PAVEMENT TO POINT THAT G DAMAGED NDATAMIMMMMDIBTAN EG DID CONSTRUCTION SET ow W W m E ALRAR EIB EanCCO RAMPCON CTION DATE: 031061201$ 0 NOTE. ALL MIEWALES AM ACCESSIALIA Ps LOUR.RAMPS.WAWA'Co ON MISPaALEC!ARE TO BE CONSTRUCTED IM ACCORDANCE 4 AA WEST ME AI NNE OEM IL5 ANG NOTES AS MOAN IN RIE GAwNGS ARE _ >i 0 b „ DEES MIA BE SA°UCTHECONTRACTORSHALLPERFO.MTHEFOLLOWINoE Tr NOTICE 1 o CRACKED,AND.INA CONDITION Z ALTOA FOR THE PROF..SIDEWALK TO PROPERLY N.M.THE CONTRACTOR. IF THE POINT OF THE EXISTINO st.NATN EDGE NOW.THE PROPOSE.TO ABUT SHALL PERFORM UNE.THE UH L R UH U a_rc AAAA ALLTIMES.LEAVING A MREMUM O 2 CONTROL JOINT SECTIONS BETWEEN AN ,. ■0V'o w a .. ,, THE FAOJEC, * ��. IS E NCSIH IEA EA s 4, EXPANSION JOINT AND THE PANsu OI.INIA MANNNEEiR THTWIL`THE i NOT QeoE.WTHEEXISTING.ALK BY ANDUdNa EPDXY T .1tEi IP R OR.101 No..HIT NV150ORONERSREPRESENTATIVE AAPPROVED EQUANARDTHE O OTHER PORTION O THE DOWEL a o„ .L THB DILE AF.FN M T 1 belOVIL M REOUI«ED BY THEowNRNSREPRESENTATIVE. o E oa„„�oa ..�•"'M Can tiet"'°you u �Z.H� MOMtH ,1,ioonu1M/iNOTICE ' ;-- '�BALCLEANUPA«D6HEPREPARA "":s1M/INGTiCE n 3 0 AAAA d' 1 Digitally signed by Ratna S. Pottumuthu,PE.,LIED AP 44[44045 ARERNGSm FOR DN:cn=Ratna S.Pottumuthu,P.EN ' OEVELOP4ENrSERVIOES • : ' Corpus Christi, ' L'°"ioaiaej...".."^6ed ou=Development•ervices, wawl*NNW"m UDC 34.6.F o LEGEND ..b..-„cct•xas.com,c=US FINAL PLAT OF W MEW TANS Da ei2 1 e.Q3 22 T,:06:15-05'00' PARK PID UNIT 1 • 'fit"f '«1" CHORD 7K g "\►.. c Lia'" �r°u' WARM Team 6 t= a 11180 ACRES OUT OF A 34.15 ACRE °"'"'n° 01 O.W 16EY ,,1464 N]L' ° TRACT OUT OF LOTS I AND 2.BLOCK 4. J.C.RUSSELL FARM BLOCKS,AS SHOWN 0 [Two Poew Q OST We ser sew* Ila 1? i ON A MAP RECORDED IN VOLUME 28, Per°NMY —..— .-., 99 PAGES 58-59,MAP RECORDS NUECES - AM,RI.M--•-Rul ^"11010 CORNER DE TAI i R COUNTY,TEXAS.SAID3145 ACRES _ - TENUNSOF ALSO BEING DESCRIBED IN Olt NOT DRAB t0 SCALE j ° DOC/12017035817.OFFICIAL PUBLIC w.unxiT w.wwuw.UM 2..2.2s, IwYN•[• ]1�tI �� RECORDS.NUECES COUNTY.TEXAS. BJ6 7 Mill I o. S88°36'34"W 1,341.83' - - - - - _ 11 1:2 a xs P I J 1°23'26"W 333 67 Iil �� I 1dl 0 N' - , :.L BS.6055O FT 611. 5O FT Ip xElI1 SO FT 2 97 ACRES �. ACRES _.. _ ...- 11¢4 5 Z A 6P ACRES ` _ pBd V6;414I * mx4wA° A , 66.104 YO FT w EV ,36 ACRES ° rH 11EY]P+r1154E'M 4.B4NIP - _— u,wNrumm -r__=_- 3L_I.m --� YLY6YiYS RmIrW� E C:I -ir rN...Y.rY.- .ii 88.36'34"E 77.04' 1I �$ • VI o n rhe Wm�.I. 6.i R AA12 I/� N 1aTn"OFT 1n,.sOFT �N1.23'26"W 293.87' I°EF t yt $� _•�• 1 FT i 104/WEB 2NALTEB `I€ 5 a'¢ +• 2.84ADRIEB 4,--------- G 04•' N88°36'34"E 1,264.50• _ Ir I ;: � Pg GATE0. ,- Til - _ E FEMAINFORMATO ZIll' a PARK PID UNIT 1 GENERAL NOTES PLOTTING THE PROPERTY BY SCALE ON EFFECTIVE FOOD6a5URANOERATE MAP COMMMNITYRANELNO4BNNBMOC. i I u e a s THE PROPERTY IS LOCATED R FLOOD ZONE C IYTN ELEVATOR OF 47 NGVEN2. T TOTAL PLATTED AREA ONRAMS IBM ACRES OF 1440/1610640 PRIVATE STREET. DEFINED.AREA OF MINIMAL FLOOD*.BASE FLOOD ELEVATIONS AM FLOOD HAZARD FACTORS DETERMINED. II' gQI a I 0.$ BEARINGS AREORIO BEMIN0B BASED ONTNE T00000OORDAATE SYSTEM FOR THE UNWEPT SOUTH ZONE INA°t9NE B. IMPROVEMENTS • a m ° a. i! Z ALL ARE BASED ON NAVOBB 9. L1M' NMISTRML.7 TOTAL LOTS LOT 12.3.12.13 14.1S.BLOCK I.IR SO ACRES) ZY 0.1 u DIAMETER BY IL,LONG IRON ROD WITH RED PLASTIC CAP STAMPED NAAMDH ENG.C.C..TX.•WILL BE SET AT ALL PLAT 8.1.14411. LOT IS NOCK IIS A PRIVATE STREET.SHAT BE USED A6 A PRIVATE ACCESS AND PRIVATE ��LLII ^1 CORNES,NOR BLOCK CORNERS.LOT CORNERS,POINTS Of CURVATURE,AND POINTS OF TANGENCY.UNLESS OTHERWISE NOTED. UTILOWD UINAGE FARPLENT. 6LL Q j 3� a, T.SURVEYOR CANNOT CERTIFY AS TO UNRECOROEDEASFMFNTS AWOR RID NTOF-WAY THAT MAY IMPACT THE SUBJECT 1 ALL ROADS WITHIN PRIVATE EASEMENTS WILL N PRIVATE ACCESS MO PRNATE UTILITYIDDANAGE EASEMENTS AND ARE TO � ' PROPERTY AND ARE NOT VISIBLE AND APPARENT CAUTION MUST BE TAKEN WITH PIPELINE MARKERS IND/CATRG BURIED BE MARTANED BY OWNER THE CITY HAS NO OBLIGATION OR NRENHON TO EVER ACCEPT SUCH STREETS AS FOLIC a§ 9 } i ES NOT ON RECORDRONTOF.WAr. _ _RYY -_�; 6 6 THE YARD REO7IREMENT,AS DEPICTED.IS AREOUIREMENT O'THE UNIFIED DEVELOPMENT CODE AND IS SUBJECT TO IE DIMER AGREES TO RELEASE.INOEANBY,DEFEND ANO HOD HARMLESS ANY GOVERNMENTAL ENTITY FOR DAMAGE TO- (Fq� CHANGE AS THE ZONING MAY CHANGE B T PRIVATE STREETS REASONABLY USED BY GOVERNMENT VEHICLES 1i E I I 0 U INJURES W OM..A TO OTHER PERSONS PROPERTIES OR VEHICLES CLAIMED AS ARESULT OF STREET DEEDS OR 1 6. NEW�COONSTRUCTION IN A SPEC.FLOOD HAZARD AREA.131 EDNNE“1.FEMA.MUST HAVE A MINIMUM FAST FLOOR COISTRUCTIN J pCi CORN FOR HANTANE WING SPACE AT W ABOV£THE BASE NOW ELEVATION IBFEI PER TIE CURRENT MPR OD IA '°°�C J y UDCUR N51MANCE RATE MAP IFIPMI,OR I6IN(nESABWETHE LOWEST AD16fFNT LOP OFCUIM IDR LAOV/nOROAD IF RfI1.ACEMENi COSis aF TRE PRIVATE SAEwA[[AHOOTRER AEHRIIES VATItlNAPIBLKUTRm FAScuPNi SHAT BE TRE NISI I( aH§ f 3 UNCURNDI.WHICHEVER IS IRGHER. RESWN&BNTY OF THE OWNER. 1 W WW 2L/S 6g 7.RECEIVING WATERS, J.PRIVATEORIeNA0E EASEMENTS NEIOBE MAINTAINED BrAPROPERTY ONNER5A630CUTgN(PWD "t1 d QW G THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY M THE OSO CREEK THE[CEO HAS NOT J [ CLASSIFIED THE AOLATIC LIFE USE FOR THE OSO CREEK BUT TT 15 RECOGNIZED AS AN ENVIRONMENTALLY SELRSITNE THE TEMPORMY TUN.MOU D EASEMENT LOCATED ON LOT 11,BLO]t 1 CANNOT N OBSTRUCTED UNTIL ITR VACATED. ` :f.8' IAREA THE VSOSCREEK FLOWS DIRECTLY WO THE OSO BAY.TIE TCEO HAS CLASSIFIED THEAOUANCDSROT MEE USE FOR THE THE TEMPORARY TURNAROUND EASEMENT GETS VACATED WHEN THE STREET RPROVEMENTS BEYOND THE SUBDNIBKR .I L_ :a= z 090 SAYAS•E PTIONALAND OYSTER WATEA, AND CATEGORLZED TRE ASCEND.WATER AS-CONTACT ARE COMPLETED. q E. i QRZ n2 LL E,rc ?9 a 6j D. 6 m „i CONSTRUCTION SET L (�3.0 DATE: 03/06/2018 lr g .,a,o.,,wm rnoN,r,r..„m,.nn,wnuw,.,a«..cr mn«.vcs.w o. • """"""" t Digitally i aned b0 Ratna S. xuc. 1 is 11410.001` Pollumulhu,PE,L-ED AP `...:\. t i' 3 ,2321220146,21201XTMUCOP201421101.1.2.2 MVP. w.u.ouRP .N.. . - I i0. 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N.N..E....N..E.a..N.Pt.N..m .. a € 1.101PARNAIM0014 UR t, e N m O r.w zaa D n no .n IV . s• W o PROPOSED DRAINAGE SWALE TYPICAL CROSS SECTION16 OR 'D•0 sr n a U �. , ro ....11‘i n s u�010 `LC �..P,I.a.N �� 1. >v IW c a Cl. o�§ �t5'OHA NAGE SWALES TO arVWm...r,MAN 01PR..,amu.r.roARO u..N[W.. AM W NV ALAI 10 = Wvl ___(„•,.• . .., , IF 1.1101.011011.11 03/ ` 'Y'' to e.acoaANGE EXTENSION OF PONDS — - N W w Q ww ��,^\ STRIP AROUND POND \DE1 ENT ON AREA •-• SDE SLOPE.:, - TO ROADSIDE 4 II OEIENfIp.Pato ORMrN(i dTON * Q w a O cmc.eE..m N.crP.wr..:.am. X71\� ,\ ii//%�//t/ \\ . ` _ —.— _ ;Q ah CONCRETE PROPOSED PILOT FLUME POPE PROPOSED '''''1","....'.. O K U PPE ,L''•.,:J 1- p OPROPOSED DETENTION POND TYPICAL CROSS SECTION s"' „•, N A. g CONSTRUCTION SET r .O I DATE 03/06/2018 Sh C lr`F 0 38 al,. / Digitally signed by Ratna S.Pottumuthu, LEGEND N ` /�� mrls fRU(..=E"FOR P.E.,LEED AP ��1�A o 00 2ao cam DN:cn=Patna S.Pottumuthu,P.E.,LEED AP, ®•EXISTING CONTOUR W ��I S ®wn .1�6-i DEVELOro.u.,PME.T 5,x,,1('..5 o=CIty of Corpus Christi,ou=Development 191•.EXISTING ELEVATION POINT "000' �e7" ,°"""`1X14 pu'""'tl1"°O` Services,email=ratna eate%as.com,c=US mmllMm xNMUUDCBasF P DATUM NAV088 Date:2018.03.2215:07:50-05'00' A it f II I(' o 1 o- I I r d T - „ I ,N I I l XISTINGSWBT_COPPER .. k TO U ly NG r: $'G,NENE (-HA., PROPERTY LINE i y.« 4 nnxv MANY EXISTING J9A,. -..fy: 11P .___. ,r C�� , I e - you UTILITIES {' SIpEWNA�N ONCRETEI CONSTRUCTION L 4,i PROPERTYTHIS EDGEALONG EXISTING�1 E ! fil •; DUSTING CURB WLET \ J _ GD RM 9a6 \ OE.45 ALPE A I RL Fl 9R 16 .\.._ f 4 WOL£11 L OGC Y 101CS 0,070 WAX L6 OCLOTOS.'Oka,CLUNI. 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'M" Lrx NR SEWER IINI ,n,L tlQ a1rn, 9 — 1174] gas ,P." _ ADI \ I 9lonnol �S NT vypb„ NM w+cD� e l n.,roar Irl '�'" E I c'orT"VC T ON •i '.. 4ftry. _ .e•. Is 'TNR. lr' xn.^ 1.4 , �P,o,,/II,I r _.. _ g— vnLw.. ) �_� ,_-. L w,TTRCP a3so C; I r .TNc.TO RCP i ar„ .•.` -rLE�a • tom'--9M -'to N E / 1, I I N r �1 G '121 w.. . .. 'Ar I "NV as M py��.. ._ �I Al •�.No nrwnl w,.,HU FL oi MJwME 66 PACE •NRRf V/ _ MR n c.R. ,a-. N s RM +I nA a!_' ,rp.-a n m�a� T A \ r, .., ��' 14� I EXISTING .11 - L, - Rc eAMTMY EWE y OU NOTES: i,�\'. ELIN,swNARv SEWER uvNr_i 106/ $ sANI axY SI wLiNnNHOII O p m II 9 ONSNMLITY OF THE CONTRACTOR TO CONTACT ALL Or9 CENMI UNIT E%STING'ANNARV , F 0NLJ MPROPRMTE PUBLIC ANO PRIVATE UTILITY COMPANIES BY ALL MENDS SLOCx, NOUN..Bt,PAGE 2E4 I ISL 3199 SEWER NAME _ _ POSSIBLE PRIOR TO COMMENCING CONSTRUCTION TO DETERMINE •9963 LT y ,'. M'9 I UTILITY LOCATION(S)WITHIN AND ADJACENT TO THE PROJECT SITE. MR.NCT. FFL•30 se Fl la1 PPI ,6.R0 -t W WW U 2. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION(S)AND V EVATIORIS)OF ALL EXISTING UOLTITES PRIOR TO CONSTRUCTION ID �� H DISCREPANCIES SPALL BE PRESENTED TO THE ENGINEER FOR Z paN REVIEW PRIOR TO PROCEEDING WITH WORK eon BLOTTON MiNDLE SET IN THE 8.2fTHE CONTRACTOR19 RE9PONSl&.E FOt THE PROTECTION OF ALI 1 2 PROPERTY ALT ION MATO ROADIxGRTHE i_ �_ WSTNO ABOVE OROUNO UTILIilE6,UN0ERORWNO FACILITIES, NORTHING•1716940060' 22(( O STRUCTURES,DITCHES,ROADS,AND ALL PROPOSED IMPROVEMENTS W Q WHIN AND ADJACENT TO THE PROJECT AREA ELEVATION �NiIM 90:09 d 9.1. IF ANY OMAGE OCCURS TO MY OF THE ABOVE MENTIONED ITEMS DURING CONSTRUCTION,THE CONTRACTOR WILL BE SOLELY 2 (WI-CHISELSQUARE MRH A DRILL HOU IN THE CENTER,SET ON EANNWE INLET RBETTER ESPONSIBLE REPLACEMENT WNa.woN00 DAMAGED 005050 1i •17169.02 RV ' CONSTRUCTION SET OWNER OF THE DAMAGED 1TEM INA PROMPT MANNER WITH NO POINT ELMO.3.33.9�DL C4.1 ADDITaNAI TIME ADDED To THE cnNTRACT. DATE: 02/06/20111 �\ 01 36 sheets IUR O6.2016 4:11 PM MCNEI01782 I:\I7J0B5\17E0119\GO\SIT SHE CDS\C5.0 EROSION*POLLUTION CONTROL PVN.0WO NORTH PADRE ISLAND DRIVE (5H 3 :) Ja ux .11.2:2 1 /, . ��ygr.. 8m€ : a a ,. ., 1 g .. _ tp - 1 HH ,Ai z i g it R sIF 1 :1 \g g_ I I 0 I RV" I �y^!o N fl v ^ N I $$ ' " I H1 IN I €7 I I I I I � t II I I ss I, I I 9 e Rs a I ="Me I q@ 2 <f451 ' I I=Y • ,pYY 6 S- I ` Nq '8w • I I $ J I §'�r'� : • ' I rJ I I \� i t l 11" Dg ¢ s E 0 Sm � �V \ i }i a :IS np : . ,z . N BEutR4H 4 tON - —T�.�Z 2g.to '.41P741' i _ 9 —I wTSLRUSspEu'ra.s -pRp 3r1 Y O0.tIME 3M.PPN. S. -59 m Ga F i 1 5e Z :wit e8 8 y $ F Q m S EROSION 8 POLLUTION g _ _ -_ LM �_ R MIIIM Cil CONTROL PLAN •� '0 s. .4.°PS SOWN ®'D'I _-111.1.1 BIM MOM _--- �(j/ S / Y PARK PID PHASE 1 PUBLIC H» <6 -�� L Hanson Professional Service.Inc ®, �_ IDV Park PID,LP M� �� Q IMPROVEMENTS 4501 GORE.Ra. .• _-_--- CORPUS CHRISTI,NUECES COUNTY,TEXAS corpus CNis '�„y6411 '�`, �®- _-___ i THE PURPOSE.THE EROSION AND POLLUTION C.TROL I PLAN ME ESP OTASTORM.T.F� F„F=dm o Wm SCEE-STABILIZED CONSTRUCTION ENTRANCE&EXIT CURB INLET PROTECTION BARRIERS GENERAL INFORMAEON REGARPNG EROSION AND N CONTROL ONTR LFORTPROJECT ER POLLUTION FOR I.SHALL BE INSTALLED.SOON EAT ICAAe E BEFORTYPEE CCNSTR i CONNOTES EONS TRUCE,.ACTIVITY THECOMPLIANCE NOE LOCAL m ENCCLL^unxwa er BE `REQUIREMENTSPREVENTION PLAN AND THEREFORE Mt NO I'SAGS,TNE RESPONSIBLE PROVO. ME RAS COMMISSION PERI,ME DISCHARGE OF STORM.TER .REWIRED NMENTAL avium "e PRACTICABLE uc lov 1.SHALL BE INSTALL ED AS SOON AS PRACTICABLE UNTIL olsivasEo^auu ` GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS POLLUTANT DISCHARGE EOIANADON EwnroESIGNEHU PERMI r,mrsaml...I.REGGIE A EONS REGARDING ME PSC...FOR STOWAGE.AND GROUNDARTER ASSOCIATED VAM THE conos.uorrov ^AND I ED 2.SHALL REMAIN IN PUCE AND MAINTAINED OR OIROIJON THE DOM PON OF ME PROJECT AS PIE CONTRACTOR SHALL SExNONNAS MERtlMARYOERATORAS DEFINED NIMH THE TPDEs • STABILIZED BY PERMANENT MEASURES nory BY iMFAwRESAWo DOE Exa»EER OR OWNER APPROVES A• REMOVEDPRroR To 3.DAILY INSPECTION IS TO BE MADE BY THE CONTRACTOR. 4.ANY SU ANL/DEBRIS ACCUMVUTION SHALL SE GENERAL PERMIT WHEW. STORM EVENT AND 4.REMOVE ACCUMUUTED SEDIMENT AND DENIS ONCE REGATE IS 5. GEMRRu PROJECTMFQRMATlD1. ENGINEER INEEROSCE.OWNERS REPRESENTATIVE. WL ,,, CIPB MATERIAL REQUIREMENTS'FIBER FILTRATION TUBE I Lr AFTERWARDS. ^ _ 1, . FIBER MATERIAL-SHAL L BE COMPOSED OF PHYTOWNITMED SE PROJECT CONSIST BE GENERALLY PERfORYEOIx THE FOLLOWED SEouEHCE(xO,E.sWEMIPROVEMExTsusTFo IMVIx)! , DRIVE u II m D MANNOE FIFER MATERIAL APPROVED BY THE $Z� 1.1. ENE PREPAWOON,12 GENERAL VIE ADO GROUND DE MATH FE!ENTRANCE X23:YPE A SERE BEETT£EN r,B .ADTH ATI CURB BADANEEaDf .. 1.3. WET UTEIRES,1.4. PAVEMENT IMPROVEMENTS. dPE1 RETERMATERALANDBE r xlnEDwQ DENSITY 1.6. DRY UTILITIES PAVEMENT SANDBAG REQUIREMENTS IA FINAL GRADING AND SOIL STABILIZATION STATE. THOF,.FEET,ANDA LENGTH N • , I FILTRATION aAND�. R,. BAG...TERI...OVEN POLVFAROPYLENE OR POLYETHYLENE ACTIVITIES REQUIREMENTS ET HE PROJECT,M RESPONSIBILITY SHALL PROMOTE DRAINAGE T TO ARDS THE p SAND �R�ATIDN _ o,.MD.„s3B,RUPMATERALISNOTADCEPTABLE. PAVEMENT SHOULD BE USED 1 ^2. FABRIC WIN A MULLEN BURST STRENGTH EXC...EA PS FON i 3. DRTQE»9DRETALL BE TuND � p; i nTDR THIS_N MAINNEWMAINTTAIN N,»t�VAL L,TATENO IT AND FEDEL BE THE RAL L CURBANDGTTER; Rr �, THENOLET TY THE DxnFNT,.�TBiGE ANO.IF NDAY R� REOUUT1, THE . ILAG MIZE•TILLED BAG SHALL BE A 1.4INIMUM LENGTH OF IS os(EMI)THATND `UTION CONTROL PUN WILL BE NEEDED.HOWEVER THE CMETwONTRACirn MAY NEEDOF NGS IS A OR BE REQUIRED TO INSTALL LADDITIONnTHE ALi CONTROL PAVEMENT LM�I SITE PPL• THICKNESS OF,INCHES,AND • DEvicEN AND REST MANAGEMENT ES,(BtlP.)xmEDDxiNE CONTRACTOR'S BTORMWATER PULuipx PREVENTION MN(C51»P) WEIGH APPROXIMATELY 53 LBS. ,.. ESME Cuv FREE AND TO ENSURE COmPLIANCE MATH LCCAL,STATE,AND FEDER,REGUUTIONS TO SATISFY REQUIREMENTS AS THE PRIMARY OPERATOR. �M DRIVE SURFACE^ 4. MATERIAL POsSIBLE POLLUTANT SOURCE POTENTIAL POLLUTANTS FROM THE '•s,CONSTRUCTOR MATERIALS, ..�. °t4+r4 Apt, dPPSE MAI DNA. 91.IMMEDIATELY SANITARY vaASTF.DEBRIS,CONSTRUCTION CHEMICALS. E ANYMATERAS THAT ARE DANAGEDOR METALS.AND OTHERSDEPENDNGONTHETYPEANDMETHOD,CONSTRUE, e ttt, :. DETERIORATING o 5. INSPECTION oN REC... AOO TE rp�tt : z425 'Pt CIPS-CURB INLET PROTECTION BARRIER CONTRACTOR JwTH PERFORM AN INSPEo„D»OF ALL EON,ANO BMPAND REPAIR OR REPLACE ANY DAMAGED OR COMPRQASEDDENDEBNMEDATELY ;;,,t...te ee.r t: t. .e. Q E 5.2. WEEP.'INSPECTION'RECAP..3.2.1. THE C.TRACTORAND I,OR DTEaj"°';iEPS'E"wE' ` "°:q a"S' Q" EVERY ` °°NOT CK IMMO CALENDAR B 16 MINIMUM WIDTH AT NDWITHIN cwRE:EEA NQ INSPECTION ,m� . • AGGREGATE• 33 ME MANHOLE/GRATE INLET PROTECTION BARRIERS CB ENING CONSTRUCTION SITE GREATER. .E I ookr PUCE slaw SEWER FIRE 5.3. THE DAILY AND NE.,INSPECGONS SHALL BE DOCUMENTED ON AN APPROVED REPORT FORM THAT DETAILS TNE STATUS OF THE SITE A. u... tti"- ENDA. AAANNA4 ANII•MANHOLE/ORATE INLET PROTECTOR EARNER.FOR BM,NOTING ANY CORRECTIVE MEASURES.THIS INSPECTION PORT IS TO BE PROVIDED TO THE ENGwEER THE OWNER.AND THE r3'1635.3. B. INTNE EVENT OF CONFECT NTH A RECUUTION.SPECIFICATION OR DETAIL,THE MOST STRINGENT REQUIREMENT STALL BE APPLICABLE. TVPEA___ STNNLVED BY PERMANENT a.SHALL REMAIN IN PLACE AND MAINTAINED Taolsr0EEEOARPOE 0 4,SILT ACCUMULAT.4 OF ON,THIRDOS.HE HEIGHT OF THE FILTER FAINC GENERAL REQRREMENTa L FENCE SHALL BE EMOVEDPRIORTOASTORMEVENTA»DIMMEAATEL. THE CONTRACTOR NI,SE RESPONSIBLE FCR THE INSTALUTION AND MAINTE.NcE OF ALL EROSICM CONTROL DEVICES AND BmPs NOTED ON OF COMPLIANCE .AND FEDERAL TON OF THE *TA • INSTALLED PRIOR TO BEGIN.. MATERIAL R.11.11RENNTS �_I,. AND TO...CERTAIN ALL DEVICES SHALL BE fDu TQM of TlaTMASTUaeEOAREFw IscwEREDOR STABILIZED,A»o JOS, THE uwERMPPRwEe THE1.FIB.FILTRATION TUBE s E UT• STAN PROJECT. BUCK I UCOON AT EACH ENTRANCE AND MwH«E on ORATE IPP. A II. NOOC 9 REMOVAL Cf THE DEVICES .SHALL REMAIN IN PLACE AND MANTAINED FIBER ENdNEER ,2, PRIOR TO COMMENCING ANY CONSTRUCTION,THE CONTRACTOR SNALL INSTALL A STAMLIZED CONSTRUCTION ENTRANCFAX/T. ....11....... LETS.MANHQES AND OUTFALLS sw.a BE PROTECTED ASTHEY ARE WsrAueD NTH APPROPRATE POLLUTION SITE NOTICE T PERMANENT MEASURES.INITE DISTURBED AREA IS TAwLIZED By sr- - TUBE rRATION I.,. MANMADE FIBER MATERIAL APPRwEAeETER OF. i I � CONTROL DEVICES, „. SANS n a UCTURES m I._ _.1 +, nun KNITTED,HRH DEsT POLYETHYLENE MESH. AND...ENT TO THE DEVELOPMENT PRIOR TO AND AFTER EACH WEATHER EVENT AND PRIOR TO COMPLETION OF TR'C�1ON. ' WOOD TREATED g g e 5. STOCKPILES OF SdL SHALL BE PROPERLY CONTAINED 70 ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE. T,. FABRIC s e. RBEDAREAS xs SON AS POSSE.BY MEANS,aEexxo.Muww»G,saonw. M x oIP z °, NTH A MULLEN BURST STRENGTH EXCEEDING.. ANI,OR OTHER APPROVED METHODS NI THE ENGINEER_ CONTRACTOR FEET ABOVE GRADE AND A VADTH THAT SAND� TRATIGx DING t wMouU1 7. AT ANYTIME PRIOR.wRINc.AND AFTER CONSTRUCT..of THE i "^ LOWS THE REQUIRED INFORMATION ? T �.^�ooOONA, x., FTYRANGEAIF ROADVYIS .. PREVENTION PERMITS, AND POST REQUIRED ONSITE ALL ATED POSA MINIMUM OF 11.IN o`�ERUCK... SAEOND i, ME SUR,.MATERIAL IS NOT ACCEPTABLE DEVELOPMENT AND VALL BE.NDLFD AS SHOWN ON THIS P ` 4,PAPER.SHALL BE ENTRANCES PRIOR imI0 OF THICKNESSQ>I» EB.xDWIINCHES,A D 3i H RESISTN I ENGINEER APPROVED UNI.TED TO WEATHER ED 1. S.LL BE INSTALLED PRIOR TO COMMENCING COI.R.E OR TERINGIOES. INFORMATION a, SHALL REMAIN IN PLACE AND MAINTAINED UNTIL CONCRETE OR DEDAREDa COMPLETED. M TEwAANE»DM DAMAGED INFORMATION,AND OTHER GENERAL i.a s ERCE MAB i ePULEMENT•SHALL SE AT EACH ENTRANCE TEXT SIZE OF 1. MPB-MANHOLE/GRATE INLET PROTECTION BARRIER OCCURR,THE RESIDUAL SHALL BE REMOVED'BEFORE CONTR./.NTH.TIVITIES, - AND EXIT COPIES OF THE DOCUMENTS .--ir 2 SHALL BE.HERED TO THE BOARD BYPATE DaW101 Q; P SUFFICIENT SO THAT WASH..TER DOES NOT TCP THE STRAW RALES.ZE VARIES DEPENDING ON THE AMOUNT OF WASHING/FLOW TWT VAL BE OCHE THE 917E MALI MEANS THAT RESIST THE EFFECTS OF VEND RE.•REINFORCED FILTER ENING FENCE NCENOESury I SHALL BE INSdLLED PRIOR TO NG 8. CV4I3F MATE.,REQUIREMENTS 7.IMMEDIATE,/REPUCE IAATERIALS DAMAGED CR D ANNUM STEEL POSTS OR CCRSTRUCTION ACTIVITIES. 4 PERMANENT 1.1. STRAW BNE MATERWL•SHALL BE COMPOSED,.NRAL VEGETATIVE EATERS.. OETERK G. TABILIZED BY • 1.2. STRAW RAE MEE•SHALL BE A MIMMUm LENGTH OF 30 SO NYLON oPOLYPROPYLENE" aaPP1". .w.CHES,A°° «D HT Of IA PISrGPOLLUTION INFORMATION SIGN MAXIMUM DF, IAEASU.S AND THE«c NTWOODEN POSTS TO TOP STRAND OF 3.DA,INSPECTION IS TOom"WOEER E BY NO, .cuE SUCCESSIVE WELDED WIRE COTTON BINdNO ARE NOT ALLOWED SHEETS OR RCELS AT A Of VAT A POST PATH A u ITIt YIELDED PARE MESH BY cONTRACTOR 0 I. TIGHTLY AGAINST EACH •RF•ROCN ALTER DAM Non. RF MAT..REQUIRE/NETS OF 6 F.TENER5 ALONG H 11j . ug A SHALL BE FILLED COMPLETELY WITH ST...TERI. ExD9 SPACED E„.:01144,11111:111 VENLr.11111�!1111LL ^ aE p�$ .-4. 2. OBER FILTRATION TUBE 1.STLALL BE INSTALLED.SOON AS PRACTICABLE. 11 ENT AND AN It IL,,.I�LTRILI, OFOTEXTILE w FIBER 1 ANNE TELvumRMARDs. I HttoawRl>EDAQOD FIBER AND MANMADE IR 1 F i aF DA yrq. 7.. A MAXIMUM HE.HT OF ��1�I til TRE FABRIC iro STABILIZED BY PERMAHExTME.AsuRESANDTHEENaHEERAPPRWEe E99. may-t, .i�l1j S -'[^ AND SHALL BE A MINIMUM VADTH OF'CINCHES AT THE LI 1 DAILY INSPECT!.IS TO BE MADE.THE CONTIWCTOR, II VIII AIL II C ➢e, MINIMUM raTH aF T71xcHE9 AAAMETEq TR/01OR .TERIAL APPROVED BY THE ENGINEER. DEPTH OF 6'AND A MINIMUM VADTH Of IQ THE DRAW.WAY NONWOVEN 3. STAKE 6.4,WON A MAXIMUM OPENING SIZE OF 2"2 ATTDED IRE LENE OR EVENLY SPACED • STRENGTH EXCEENNG 20CRF IMMEDIATELY PM Ma.Cow AND AND STABILIZERS TO IDE A EDF H IS ANCHORED TO T.GROUND AND STRAW SALE SUE OVERALL SIZE VARIES DEPENDING ON THE AMOUNT OF WASHING THAT VAIL SIX 13 q SUFFICIENT SO THAT WASH WATER COES NOT TOP THE STRAW BALES. r 7 tt 6, MAINTENANCE,WTERIALS 1.1016, Rn 1'MINIMUM' ATTR' MONTH DE " DONE THEM 9 LLRE9DFF w 2• U T GRADES MUST BE ESTABLISHED DEPENDING ON LOUTION ALL xENV THE DEVICE.PROPOSED wELce .._ - • P r , SHALL PRIMARILY BE THE p= m W 0 • • • UPSTREAM SHALLL F p" REMOVAL OF THISDEVICEW U INCL E D p AND I. x» BEAMORE Ta MINIMUM ...INTHAM NDM { WOODENs I 46...403,61:114.3!........., BEn SCUINE 4A i.O a 1-§ 23 • • • • • • • gp� J j Z 1 PPM O A 1foW •,.•,,.•,.:• • • • •. e W WEIR M� FIBER FILTRATION n 111111111 PLASTIC LINELEWINR .r.,. SI. WOOD STAKE-MADE FROM NOMTREATED 6Q "�V 2 r I ..111111111+r-. TLAx NaTNx"mu DIF N.AM.aEVMn /)V•6x.." BED Pols,MINIMUM OR ANCHOR IF IN RDON OR PAVEMENT. .S. ATA °�W a 02 al FILL GAPS COMPLETELY 'STRAW MATERIAL. ANCH. F IN ROCK RF-ROCK FILTER DAM ��J 0 "M 9.PA Rfff RENaW ED o°° a ay ?8 FLow I RFFF-REINFORCED FILTER FABRIC FENCE FNMA FABRIC EaE. o F �5 i.`A" TOWARDS DB Is= a �' wuxrt.MA�TwuR Digitally signed by Ratna S Pottumuthu, W(.1 2 r.W wY{eMIM • SEAPoR PE,LEED AP NOTICE:THE EROSION CONTROL DEVICES AND BESTMANAGEMEN7PRACTICE(BNW)DETAILS ON CWDF-CONCRETE WASHOUT/DEWATERINGFENCE rs DN:cn-a[naSPOttumuthu,PE„LEEDAP. THIS SHEET ARE FOR REFERENCE AND NOT THE ONLY PRODUCTS OR METHODS THAT CAN g � LwIX •.Gty o(CorWSChristl ou.Devebpment BE USED.THE CONTRACTOR IS THE PRIMARY OPERATOR AND WILL BE RESPONSIBLE FOR CONSTRUCTION SET C5.1 g E Sate:20,email=r atnap:230500com,c=US DETERMINING THE TYPE OF BMP NECESSARY TO MAINTAIN COMPLIANCE WITH LOCAL, DATE'. 09/06/2078 3% �r,��,�„�...W- N ^ Date:101•.03.1115:17:1]-05'00' STATE,AND FEDERAL REGULATIONS AND ANY PERMITS. e of 36 sheets { EIIIIIIIII 111111111 N.17LA977247Q - "'twA ]IIIIII'll L1317855. 829 6 IMAGE FROM 00001E EARTH 10/19"1017 0 g° awu; .: +°#' i: 9117 1 ®� 1 Digitally signed by Rat f P tt W Q ( N'171898!9.907-,.. cn— a Z ( P E.LEED AP 2111""' { W Q O I yam. _ DN''''''''''' N: Rat S,Puttu tl PE L -„ ;a•"---"E:1317860127 _ a, pus ChrlU Dev '".�}a 0 d LL I <r Sen 1121528 1 xascrnn. �a Y N 17189678814 - _LL ` Date:2018.03 22 15 28 11 A5'00' AiE 1317856.439 1 d " d 1417189679.599 , 2 O CY '1317847162 cc Z 0 - 0 •p a :4; iiiiiiiiiiiii, -A INLET CONNECTION ® p0 0 I ilp III 1r II ige --�—B ENTRY DRIVEWAY 5 k I ill `' t'tie i a tire• " %; '4i �'" t, SIDEWALK AT CURB �" l< <: B, L p-�J C INLET CONNECTION JL5 0AV01 0.81 :4: N'.17169588.932 { �y, , � 1 '�� 1 :'E 01:. $•^r. `E:1317662256 .• C1 l ,22 \ 1 x 6 N-17169588840ile I I II 21$ � "-E.�317858 39s ._ __ I g 112' g N 17169988 627 I ' 1317849428 .Y --� e`pp � ... - .�,ry P_ Gn 5, ' ,..(.�rrrr,r,r,�.r.r,�.r.rr,r....rr z + �F mF E Yr' -: 1 I# 1 I I l I ! o= It N WG ,: o ii z8 N 171689476 936 ! ! f 1 ! tCI 6 ..- 1317863,52 - S d I. CONSTRUCTION SET C6.0 ? DATE lr ,. .._ 03105/2018a o, oe.neee. LEGEND N ��l art B a RE PLANS ARE RE EASED FOR Digitally signed by Patna S.Pottumuthu,RE., EP•EDGEISOF PAVEMENT W e�I't �, LEEDAP FF•FINISHED FLOOR o `.A-��r, ,'ONSTOEEOE 0\ TP•TOP OF PAVEMENT `MX 1 rl.Ovn,,,eav,m, ON:cn=Rama .Pottumuthu,P.E.,LEED AP, TC•TOP OF CURB I \ _�a �'•,C cMea•�o PI••„rill[Fps's based Pf o=City of Cor us Christi,ou=Development GB•GRADE BREAK \ \/ �'w m,a.o.,,u:eein UDclusi Services emai 2153400-0xas.com,c=US PG•PROPOSED GRADE 'B°' Date:2018.03.215:34:00-05'00 ME.MATCH EXISTING GRADE' SW•SIDEWALK B `\ FL•FLOWLINE •EXISTING CONTOUR ®•PROPOSED CONTOUR ' f•FLOW DIRECTION 1DATUM.MAVD88 I 1 r.mxv.nnwx .°coat \ I / \ a I' I I u a m$wFT — > 222,1711 SOFT • .r.., ,, mea — — 7111- 7 o ssra SO FT I CENTERLINE] .n RORER I ;r1''�� $ I 8 1 `r. 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E2Lr L ------------ - 0 w A VAii:A �w1 YErc 4- (.,A.? „ ,. b ....r q i• �\ I �; r / r CONSTRUCTION SET 7 .�- _ '1 I I /' DATE: 03/05/2018 l . �_ of 36 meet. / I / Dlgitanysigned byRamaS.Pnttumuthu, LEGEND w 4„4 0 w 1 EP•EDGE OF PAVEMENT ♦ C ®� e,nu ar,wscn EOR RE,LEED AP y Saa �/`'11 COusiaba ION DK cn=Rama 5.Pottumuthu,P.E,LEED FF.FINISHED PAVEMENT o, - .��- DEVELOPMENT SERVICESo=City CorpusTP•TOP OF PAVEMENT bg AP, of Christi, IC•TOP OF CURB (, c.M„,•n.•i W.^..un.m wed ou=Development Services, GB•GRADE BREAK /” '''' ''' ''''' d.UOc).5SF emall=Eatnap@tn,cctexas.coC=US PG•PROPOSED GRADE I Date:2018.03.22 15:35:14-05'00' ME•MATCH EXISTING GRADE SW•SIDEWALK 1 ,-/ FL=FLOVINE /' CJ•EXISTING CONTOUR ®•PROPOSED CONTOUR fI -•FLOW DIRECTION DATUM NAVDIM ., , ' .4 loa1•104 01 11I, a_ \ o >I -J E.ar,.a., EEru.,E ,E"rl. t• fAirMa•InO00.•• 'III Q d ray ` ' '%.••••171.4:. a o , / ✓�; __ / I 1>r o w 9/4.w eE..«l- D, 20' flOr a /a --- 1 0�11.14-,1119i.�nag II 5 2 2 �111,11014.113.70 x:11:;,",..,. tea a6nq PI.'" 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MM■EMEO�sEMMMMM•7.0 30. ■■MMM■MM11■■■■■•,a CONSTRUCTION SET L C7e2 a.oa w.• o•+o o.• o. max • o• 0i' 0* DATE: 03/06/2018 !� OFFSET OFFSET 12 'heels i NAR 05.201B 4:17 PN NCNE101782 I:\17408S\1TE0119\CAC\SRE\SHEET\COS\C8.0 PAVING PIAN.OWG NORTH PADRE ISLAND 1 Aiq DRIVE FRONTAGE ROAD °q ti si i t 05'Ll .05'LL .009 — 0 ,00'82 w ID o �a € o a a€a 11—4 m,x. _ . F� ,E,,n 08n.0 g1 . L ; = s'22 i l' `, q,o,= m _ $ p, rg ; fig 'm !i° ' c Iii . ,'e'mr _ � aPv » l °fir Vim: ° E _ 1 �,a I 1 _ �,� Ym a 4i'" 1N3W3SV3 SS300V — Em- - i 31VnRid,00'9E In g m E — — — AC s I 1N3W3SV3 3`JVNIVaa ifi 1x i 1 i 31VAI d.09717 I _ ='g I I I 11 1 — 22 pppp l NORTH PADRE ISLAND e _; DRIVE FRONTAGE ROAD :iam d € &:g4p` Zt e = _ _ SSS p -o g 41 '' I / I t € : i 4423 o 111,3.1T1— g „ N s o0I09i, O " > a-. s i' 6 2,.'"T z e 8 F3 �mm >g. n i . ) I RIRI r. mr 4 O N mm w fi - z F. ?m$ l',,! 2 u 73 1 1I / mA ua ` '; z _ -4 rr 0 1,1 i v 7J-----.., ttg VI E it 3 Oeat= ° LI %' li 1 :i ��\ I y 8 c = a B 3 1T z >Z --17 s1 — _ n aa e OcE o $ " 4 Cv — 41/9 OS nc - -�ro� 4 Z o ,` L ' yr Q w...M.17110111611.0232 REV REVISION DATE DRAM GESIGIED RE4EBE4 s^ PAVING P1.11 ��71'�I S°N ""^ u.ow,.�,— ®IDI/ COF. N. 07.01;" V PARK PID PHASE S PUBLIC 0 'M P*s..l��z. i ! A� I O Hanson Professional Services Inc. LAYOUT SNY IMPROVEMENTS a5G1c°u�nsRa gIDV Park PID,LP CORPUS CHRISTI,NUECES COUNTY,TEXAS corR�s C i,Texas T8a11 `,• DRAWN I SIM - nw..aav:.e.eraaxse Ort REVIEWED CST i / EXPANSION JOINT ..5 • Digitally signed by Ratna S.Pottumuthu, a PLANS ANE RELEASED FOR P.E.,LEED AP '�'�,,,�, COSSSRLcTlON DN:cd-Ratna S.Pottumuthu,P.E„LEED JR']1 DEVELOPMENT KERVK'EB AP,o=City of Corpus Christi, A Co1oH Dim pURR will Ew.Raan =Development Services, 8 rV SI C0RdiURM MANI M LIDO 2.3.3.F ' email=ratnap@cctexas.com,c=US L. Date:2018.03.22 15:40:25.05'00' 11/11/1'- 1: AS NOTED I 1I®[s 3 'MA/ L A0 1 X W2.1 WELDED CONTROL JOINT HIRE FABRIC PLAN VIEW n,Nam CLASS 5 SEALANT DOw CORNING EL 610-SL SELF.LEVELING SILICONE w.l-1 1-- 6.JOINT SEAL OR MPROVEDEONLL J I I SIDEWALK NONA: 0 h•} 1 ALL WOMB SHALL BE IN ACCORDANCE KITH OAW1NGb,SPECIFICATIONS,AND d Id 1 INDUSTRY STANDARDS. 7. CONCRETE SHALL BE CLASS A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF N 3. REINFORCING STEEL SHALL BE CO WITH A MINIMUM MOF 00,000 PSI, d .;:r •r, A EXPOSED EDGES SHALL BE RWNDEDWITH AI?EDGING TOOL. > El ill• 5.1. SALL BE IN ACCORWNCE WITH THE LATENT EDITION OF THE TEXAS 31 WM BACKER ROD ACCESSIBILITY STANQARDS(TPS),INCLUDING BUT NOT LIMITED TO.ANY PES(TRANSVERSELY AND LONGITUOINALLY),LIDS OR COVERS, YW{'•1 \� OBSTRUCTIONS,INTRUSIONS,AND OPENINGS. T �M� 1� B]. SINLLBEEVINLY PACED PERPENDICULAR TG VELOF WN b E 9N L BE"E E T— PACEEATA ANDS. SPACING OF 1WENTYFEET 5.11 I F SI.WATEDW THE IXD TO THE. I F, �p�� S ALLALIGN WITH THE EX C THE 101 THE THE JOINT II SHALL AVON WITH ME EXPANSION JOINTS OF THE CURB. ',Au,, ER EXPANSION MATURED H LL CR 00 EHE00WET BETWEEN NEW i NU- DOWEL PLASTIC SS EXPANSOU JOINT SHUN ANNOYED AND BETWEEN NEW AND C1. ALL WORK BE IN A { N4E SLIP SLEEVE AXIST N060EWKrcAND BETWEEN ANY CURB. I. ALL WORrc eILALLBEINACCOROANCE WITH DRAWINGS.SPECIFICATIONS.ANDINWSTRvbigND4RDs. d¢ 7. CONTROL JOINTS ESSIVE STRENGTH OF X000 PM. lib AS PER SPECIFICATIONS 13.84 SMOOTH DOWEL OAR 7A SPACED AT A MAXIMUM SPACING EQUAL TO THE 0. REINFORCING STEEL CLASS B MINIMUM DAY COMPR i�F 50000 PS. III CENTERED ON JOINT AT SPACING OF AS NOTE ON THE DRAWINGS. 4.3. REINFORCINGSTEELSHALL BE GRADE 50H A AMINIMUM L g R AS NOTED. 7.0. SHALL BE na EW1.B tKITCOIN DEPTH. 5. SURFACSED E 7.3, SHALL BE ROUNDED W7THA VY EDGING [ REINFORCING STEEL FOR THE HEWER SHALL CONTINUE THROUGH a PER FOOT SLOPE TO PROMOTE POSITIVE DRNNAGE,IN DIRECTION OF GRADE CS C a g i PROFIT E VIEW 7x THE CONTROL JOINT. sl NOTED.THE1DRAWI.S OR DIRECTED BY THE ENGINEER. 6 S. SUBORAOE SHALL BE COMPACTED TOA FIRM EVEN SURFACE,TRUE TO 53 SHALL BE GROOMED FINISH PERPENDICULAR TO TRAVEL WAY. 5 ¢F, TYPICAL SIDEWALK DETAIL GMADEAND CROSS-SECTIDN,AND BE MOIST WHEN CONCRETE ISPLACED. S. EXPANSION JOINTS CI. SHALL BE EVENLY SPACED AT 40-0•41/021•1124,40-0•41/021•1124,OR AS MUTED ON THE DRAW... - - 5]. DOWEL BAS ARE REQUIRED AS SHOWN IN THE DOWEL BAR DETNL. 5.3. MATERIU SHALL BE 3/4-THICK WOOD FIBER ASPHALT IMPREGNATED MATERIAL CONFORMING TO PASHTO 13 RACED A8 NOTED AND BETWEEN NEW AND EXISTING CURS. I. 7.1.. SHALL BE EVENLY SPACED BETWEEN E%PANSONJOINi9 AT IOP ON CENTER MAXIMUM,OR AS NOTED ON DRAWINGS. A•W7 7.2. SHALL BE SAW CUT 10E By t 1/T IN DEPTH WITHIN N 34 HOURS CONCRETE PLACEMENT. ' 7,3. REINFORCING STEEL SHALL CONTINUE THROUGH THE CONTROL JOINT. MITE 03.06601 0. ACTED TOA FIRM EVEN SURFACE,TRUE TO GRADE AND CROSS-SECTION,AND JO plimmipp, PSME MaBTWMENLCONGAETEIBPADED _ANBpNJOINT CB 56656EAANT DOW CORWNG r u L ELF.LEVELING SILICONE JOINT Lys.�L {� Ni SEK OR APPROVED EQUAL NT DETAIL) I I,.I, 11 X CONTROL1. IIIIIIIIIIO,. JOINTIfj, . ( 1 is a w ilrai I?g ��! V € �:� S FOAM BACKER MW Mifflitt sfis PIP OILY DRIVEWAY MM PEO Sn^.9'Lµ8 oP.MMI,oMn s• wM5m1 mIA '''JON I; w SARs IT ONF '! — .. . ® !� rA` �� 1 DPMKRIWA v"V N5110DAJ _ 19�lr� �� 0 ° s nx DEFORMED END A Z 7 /G 5 LX-EXPANSION T CENTER MAXIMUM T 15 ON N IM 1[w1[Yxn 1 I N1M /4.1. CONTROL JOINT / EXPANSION JOINT"lirAB PER SPECIFKATIONS P5NTE).1d W y n R•EM OAS PER TYPICAL CONCRETE PAVEMENT DETAIL) CEWO3O W ^eG T yTAESS Of A 11.10.7 p� PLAN VIEW PROFILE VIEW QWw DRIVEWAY GUTTER PLAN DRIVEWAY GUTTER SECTION TYPICAL CONCRETE PAVEMENT DETAIL o a wo, 11,95 .,MINI ` <".0 o. g R L CQ DATE:CONSTRUCTION03/0512016 062SET ,�I II,: • 1 gil END w LEGEND 1 ROAD WOR END / - Type 3 Barrie°.. •• Chonnellzlno Devices "t6 ♦ 20-2 ♦ IROAD WORK I Op Heavy Reek Veniel• ® 1;1. Mmnr.0W 5'. e-x 24- 1// _ menet° � g ie x Zr ® Trails Mune.. e IMuobl.1,-Ic S• 3 . FI°Mlnp 4rrpe Bo°r. M Wssoa Sign 1PCY51 1-. END 1 Q I 4 j tif ‘ Q Q i Sia, C Traflic Fla. ROAD0.2 WORK 11. 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SS L•RS 550' 605' 660' 55' 110' 500' 295' a :•?.?.'J•,"- I 155•Mcrki note SI 0< I 60 600' 660' 720' 60' - 120' 600' 350' ® -� 65 650' 715' 780' 65' 130' 700' 410' N t h ` •':• •v / .§ —1k .`;t h• / 7a 700' 770' 410' 70' 140• 800' 475' G• k ♦ ori)144 I I p Q■ M' _ ` I 15 750' 825' 900' 75' 150' 900' 540' O S£ ( I 3 ■ .r♦ 40 Convent lonol Boo40 Only 8 ,g ` '...lkr I / i Mee nor.• • „ 00 Tpper,fl n*T hove 1».n i4nn o off. he — 6 6 71 ` I L•Leng+n I Toper ay R•Rla+n of ons•,ail 5•PosUa 50.011PNl IQ. Par.wnr ■CF Y- ♦ r',T' • !$kMorkinp \rL' ^ • 3 SNORT TMpRT TERM INTERMEDIATE LEND TERM a 15•• h•Sl� �t -•• ■ r MDe1L[ E6� ! _ IC A X ' • / DURATION STATIONARY TERM STATIONARY STATIONARY se in € ■ -" 1 0-0 •• ♦ I a GENERAL NOTES •IS..notes Is.e notes 6 e 71 • I.Flops u irn..to signs More Mom.ore REQUIRED.6 e 11 fe' ■ • I ♦ / 2.AI a ffic co„rol arias 111uetrate2 ore REQUIRED,repeat+Iles. Htlgfi ®®® Pov 0407 • ®' deform with+n.triangle.„.01•ay oe omitted Mw,0.00 0.Iwlore In IL,,, ,i ^"' R Markir' the plan,or for rou ine mi01000 1 work,Mien odpraod DY rile Engin.or. 0zo■ •/ 3.Oxen.Ring arias nano to!loan Imes soy De My5Iseined y • 15.e note sl •• " with Me Chevron 4117 be 0 Sign Pla.a on every other charnel ixIng g o E devia. Erman Boy be aftocnea to Dune ruse a par eE S,areras. 4.Cnare Trine 4201005 tn.alae Me wok WON 0'alaq,°pelf w,ion. ♦ aOy b awplwnted with mr,lai pawls 101 plow on•Mryotner •� e agwo'.galnp aeric. If night tic conditions slek.7+WI/kw"Ilial,to w a+ EXIT Ise+ rPs.1ne YPs way a Dlac.d on.air r4+OnetlSinp arta. otwomx�ox 1 5.The Dlocwn,o/parwnf swrklne•Boy b peiffn on InNrveala+e fav — f ....h. loran wok raw•with Mo opraol of 1ne ErOlnsor. ,d.,sew RIGH l i ` c vmo.r.niw with Ise as sign mraei+Y roan irq,n00It),o.cn leu .,a'�°•'i UNE �s-I I USE r.frobe lights.Shadow Vehicle 11th 1116 era Mi01 Inr•wi ly rotating,^0 • CLOSED 0-x'z" V� RAMP NEXT n0Mln0,Own lotino r areas•1100ts. A Sadow V.nmle with o 1W DATE 0"°/101 • - Lx .vn II ( CLOSED RAMP Mala b used onytise It cm be witiaea 30 to loo fest In aamae 49-%49' / r J 1 / 11-215T o1 Me ram o1 crew impose without odr•r•ely off.c+ing the performance n .R25-IT r a.al It,of Tim aka 11 workers re no Moes resent M rood r work a I IOOO FT� ' J0• malnaw r.wlne gm tear*ie emtrol to re.wm in plan,type 3 0 IOOO 3oP ® I 11E11 I 8-x 4e-� errlodas o-atbr ammo bine avian My be•ns+i+Msa for ne yS$ i .0. ]0-% 2• I 1.w tl Iapl Snooty lShadow VIMIcles with IMLs sea be positiond In Boalb RIGH `Jeri X y *...:11 10'Min. clow lel.,M Me MO11M or off+1e perm srface,nest to MOM l x•/�/� MOM in ear to rolsef a velar work swat. 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Q emlR-m ■cn in0D000000n,a-111 DATE 0310512018 i�`_ ...,r,�,,..x.vuma_r Dale:20180322154225-05W 1s of 36 sheets i 3- N ' 'END ROAD WORK"SIGN a". 1 N:17170375.0418 R h�� I' ®�• E:1317938.9183 NOTES V . ,,,„, 11� 1.USE TRAFFIC CONTROL PLAN FOR DURATION OF WORK ALONG NORTH 1 I PADRE ISLAND DRIVE RIGHT-OF-WAY: $1 I -STORM SEWER LINE CONNECTION TO TxDOT CURB INLET INCLUDING $ R o I I EXCAVATION,LAYING PIPE,AND BACKFILL Wo R !! ...., W.A I I " 'SIDEWALK CLOSED"SIGN -FIRE HYDRANT INSTALLATION AND WATERLINE CONNECTION TO 1 N:17199779.2249 EXISTING WATERLINE INCLUDING EXCAVATION,LAYING UTILITY,AND 1 100.00' E:1317855.6848 BACKFILL a TYPE 3 BARRICADE -EXCAVATION,GRADING,LAYING REBAR,AND POURING CONCRETE FOR PARK PID ROAD 302 53=WORKSPACE 1� -----.. - TYPE 3 BARRICADE " r "; --- 'SIDEWALK CLOSED'SIGN 2.TRAFFIC CONTROL DEVICES TO BE REMOVED FROM SITE UPON SII _ 240.00'=B I, N:17169469.1834 COMPLETION OF WORK FROM THESE AREAS. .. 'SIDEWALK CLOSED'SIGN 1 £:1317863.3192 . TYPE BARRICADE 3.LEAVE GAPS BETWEEN CHANNELIZING DEVICES FOR DRIVEWAY k I `�_� IIx I:. ACCESS AS NEEDED. 1 WORKSPACE o' I� 4. •=CHANNELIZING DEVICE 0- o 114 • =SIGN LOCATION O o _ EXISTIN:-- N 5.REFER TO TMUTCD FOR DETAILS AND SPECIFICATIONS ON TYPE 3 17- LANE STRIPINI. .. i1 BARRICADE AND CHANNELIZING DEVICES. �` \,' ^,a rr„.� 4' N PADRE ISLAND DRIVE . r "' a r .t.........: \\\\ FRONTAGE ROAD t.74` ` ,► Q EXISTING SIDEWALK 'K 9 ' 3 " r 0, \\\ 4 CH NEL¢ED-.\ 6�,,® ." o \\ 'RIGHT LANE CLOSED 1000 FEET"SIGN `BEAR LANE DEVI G y' a.�... ...... it•arn p- \\ N:1]16]]804320 \ E 1318376 8900 l \\ . ' x„ 'RIGHT LANE CLOSED 1000 FEET'SIGN "' j S Q 88 N:17167719.5771 T 11 '^'^ QO 1.1 ,9'g a, ' •. g + \\�\ E:131 S131.1223 S5 = D_ 410$. 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'1'—' =c-"r-'-�� gs'.nF'd`Ay '— r.' . g w w —� - R ' Ec? [€ i CH SCHOOL 0 4 $€ 1 1, BLOCK 6 a ` ! m Q34 RU FARM BLOCKS i f+r7 .'1`• Z LUN 3, PAGES 58 59 �1. € �I.1 in a A.R.N.C.T. f ``dg�g€E w C [3 n Him?(11-%d Y illiM (/ e2 97 g's _ STORM SEWER UTILITY PLAN(2 Q "e'r.1 Lw-'E�i—.. REV REVISCH DATE DRAM DESIGNED '^^, 0F2) HANSON _ . ^,— ®IDV .c..0 ,c0„,,'«oma.P.,,ysimPI Soviet Inc. SBI$it 1 54 urma PARK PID PHASE 1 PUBLIC Hannon S.M .ProfessProfessionalProfessionerviceINK * Q IMPROVEMENTS 4501 Goa.Ra. i,. LAYOUT SUM IDV Park PID,LP CARPUS CHRISTI,NUECES COUNTY,TEXAS Corpus Const,Texas 78411 `1 y DRAWN SMI Trcr ,.s.c.a.a.s. CO REVIEWED COT L,2.59 p ..*. MY 'E- �' * T.1 00C r " r rwerrorE..x. 11EI.I�I I1' ^. �Isxs.q RS �g Date:E9leev2,1.6I5 aro, ! . REMAINDER OF 30.512 ACRES REMNNDE„CF 10.612 ACNES O IO.00ACRES DOC.N0.2007027397 OC. 0.20070 2719] ryl T INVEST4ENTS INC) 11. AMMO ARV SEWER DOC N0.2015002912 OR N.C.T. (OWNER:Cuff INVESTMENTS UM) P.M:Cu. (OWNER S,ISA4 PAR WORSHIP.UTI.) It N • ...........,TT18 • a t1 I Q ❑ � a rf II STA n' - 6rA nwMAMMA AM aE4AINDER a 1. ALnE mA�1� I I I. ® rf ART _MIN RIM Ato,PSC SVUBCPECOPOSIBED.N ONUECE51]b6]T:%AS I ❑ Mel OUT • I Om Com MN.MAT MIRK MY OUT,LIM UT PVC Riaill 0.1444-11.' ' �r.;RR.� I. �' I�.�^ p , . d.4.4.1 RETIREE 1 Inn MERE! ...... 1 1 i !!! • Mil ' Ill I : !i/io..' I I Mil lrtM�r 1 -!' N; I A A li 0 ® 0 W Mw.M En &Emu ' ' 1.7. AM ALAN. Or N"Q") 16.0]ACRE TtACi wrm nalr RATE 0>.9NM01 K S ii BLWO ..K a TQ ape MINI WOWS. wl DOC.NO.2015041090(MO:IOv NP10,LP) EL \'' � vOLu4M.FDV NPIO STA E.w ANV MIMI � WINNER: ID LP) IW REVATMns1.1 '.1 AANYARVAE. E / NV N-MAO IP PVC MOU7%s IV NY , i .,1 ReEismii it,., VI il!,1 . \I51: LOT 3 S BLOCK. '.i S aD SON .,.,,... d VOLUME 66.PAGE 53 ^'"ulr xwE 4PKCT. N. MAN IMAHOIA .-SM;2 2 I -.-.., ,6 D.E. q¢W m I AMMO my '741'etrrrnrvesEr.5; i" j1. LOT 2 cEMINeLoc�'�'x:son ® '''""."4',11.'1'. ' I.. b t aay' ,82 99 1 11 UNIT 2 - VOLUME 65.PAGE 20 � -I E Y 1p L�r7 9LOIX l VOLUME 57,PAGE IM LOT> IH t GK El +- 3 F n.i J.YYl_ \ I t U '..i ?w 566"`' "" "�"'""" f i CONSTRUCTION SET C9.2 DATE: 03/06/2016 • 10.00ACRES DOC. NO. 2007027',,:'7 D.R.N.C.T.W�'IS� E ®: DOC. NO. 2015002942 (OWNER: CLIFF INVEST '.I. W D.R.N.C.T. yRanv:yned by Ralga s.Po mmO nu, (OWNER: SM&AM PARTNERSHIP, LTD.) a DPASEDFOR P.E,LE=R n cmamtxnm. DN cn-RatnaS Pottu^DIIuInLLPE.LE DAP. pm.avw..sr C,ry of eotposcnrtsrt,ou-bevel••m-u g 111:r 11 Servkea,en minapfMtlezaz<om c n, h ---2:0g5-ACRE-TKACT b�O.-Na. 53Fit10O DItN.�T(OWNER: CI IY OF �.pRPD��IkISTI�— 0ate 3018.03211605:18-05'00' - - - - - gacrwc..Nan 1 i l I FIRE HYDRANTS TO BE SPACED EVERY 300 FT a xwreauxe MN TRAY J I 0 a S FI I 1.� I igi ifo 1 , PROP IC as WMENDC WWC END e D. �.w� PROPOSED W PROPOSED OS eD.. p_ a.ZHD' „� ED SS LF OF ' 12:1 PROPOS 7� ADD 4000 D = ',1 < 1.W 1.00 MIIIEMI�1� a - mil limp N w.Eaa xe.x.a. u A i'm :;; xx Dr .w . 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NO. 2007027397 DN:cn=Ratna muthu.P.E..LEER nvnananr ARRIVES AP,o=City of orpusorpue Christi, g r°a -c,W aKDera nent Services, g (OWNER: CLIFF INVESTMENTS INC) em 0=ram.Pap @cne,0:19-0t=us Date:2018.03.2216..7:19-05'00' I ui 2 3 FIRE HYDRANTS TO BE SPACED EVERY 300 FT I o I tHNE SEPERATION BETWEEN WATER AND WASTERWATER MAIN TO MEET CITY AND TCEQ STANDARDS I. r- 1I I 3 a 18 o QE- E- 1 ® m 1 yI SEE I 18 LF OP" a REMAINDER OF 34.45 ACRE TRACT o AS DESCRIBED IN DOC. # 2017035617 " IV CASING UNDER rS=1!P OF OFFICIAL PUBLIC RECORDS, NUECES COUNTY, TEXAS :X' I ' ,,,,AEnrUtoeoo, PROPOSED rPRP,SED CONNECTER a"o,.a.,.aENO J� w.r ."E' 7Ear pNcpc. �,ruEn� aEEar �I a.Er w� ,� ,F :: : !" 1 v -14.00 - - 15+00 1E+00 17.00 INSTRUMENT t9„ Y I -19sU0 I I !A 13.00Ia 5 111 t ,r uEermwareaa LP r I I PVC TERME - SEPARATE ...Ir. . �oraaEn I I I r o.tr....EE" I I I I oo , . . mmuuea I I I O In I DEFLECTION SEE PROFILES I I 10 ° U are axosnoi . 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YPVNM 39.94 C wxlax]�s�q<Rosallo 11.- W 1vPVC mPec AVrtAlm AalIYNHOPE51 (SANITAtY.65) II . $ . SANRfi SEWER SERVICEL OMNEGTIOII IL T. 1/6! R N:eVOF we®1%sL0 � xD WATERL6. Oa8N0 $ SU:9. .32 �j COill s_ Z V.. ITS CROSS*. Z moor swam b' `��.2.z.Lt.NR § D 4NRAaflVER 9ERNCE COXNECTXIN _ wC®1x SLOPE _ D g •g XI T I 6ER O g II: N aAINITAw; vR:E fANLCTION SANITARY SEWER WNW. N STA 21b8 M,42T.5M O y 'STI �I y'l: 1 N Z 8 �AITEALNEE'ROSSN6 �� $ O en NVOUT:29.N 10 PVC RMNiAW AA i N # O " N��Y.83N SEWER MANHOLE MN ,I g H27 SOL -o g II: $ ry ',...,"%=..'"=":.....7...11.., O rm -.■ R m p° 8■EM8 m s R s s 's A a...SEWER WNIOLE AM B T. 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IDV Park PID,LP CORPUS CHRISTI,NUECES COUNTY,TEAS Corpu6 0.65 TexaTs 78411 `,� DRAWN RN O(`I REVIEWED CST J f 1 STORM A PROFILE 2.00 a.• 40.63 x. .4 e.60 x63 N. x63 x63 x63 1x63 10.» 10.10 10.00 + 11.» 11.40 11.63 +.w 1.63 12» 12.40 1.60 1x.60 13.00 1.20 1x.40 13.60 ,3. e ° ew x63 1163 , 60 + 63 40 ' 1 i r1080.0d1.°...r.S i 1 _x MINIMUM 1 FEET COVER ON 01•62611+686.6• 6 --- - - • --- 0 TOP OF STORM PIPES 40 I o m.ra,1.1rrlwerz.n.golmsI sr.woe:rvira,e 3e 0 t I e0 Rat°a S. >s-- o �. . .._�- 91 a fy sign by 3 ` ............... .. ... e.. ..IME ,,,,s:_„„oar SN:cn otho P.E LEED AP Ptna S. - �_ +6.6.4nnsuvxss AP B.Ciittyy of CorpusChrrsti,in LEES - es 554 PRF R ==.615,1.71,38,13 a�elopment Services, i 4 e" p yei 1 Ni II=ranapeae:a:.wm.=us 3t- R ,6,, 6 £e S B H ¢^ W l 'y; 1 _x40 Date:2018.03.2310,45:40-05'00' rc - ax-tF9te n `G1 t',WB1Fry s6Q� _ _ _ 14 IIF FF% ti11CR€ -n - i G qq S t E.� y E,40 I!C9 Ikd!:a :a�. 3>:n taro i i i i 1,13bi 1 r i Sas:":`d 3`0.40 w a m ' 40:60 a 20 x401x63 1°.20 10+40 '11.63 11 40 11.63 ' :.63 � x. e.4o � x63 ' x63 ' x63 + 9+80 ' x63 i10180 +6300 11.63+ 11.63 12.00 121» 12 40 12.e0 u w u.63 1+x.xo i u:aa'+x:63 1x:63++40.63 :MI' 0. 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'o W Henson Professional Services In IMPROVEMENTS 4501c°wlRRd. ti' UYOUI SUM IDV Park PID,LP CORPUS CHRISTI,NUECES COUNTY,TEXAS Caput Chet,Texas]8411 `' DRAWN ANex°rmxaTUE.mx+e 0-4 REVIEWED COT / l o xxn ,r 1MµGENERAFLM M[ax0[DVLA NOTES 1 PAVED AREAS UNPAVED AREAS , r,,awaw,w w�.LLMWF.c.xn/RxLTL�LDrAxP „r wee x,rw APPLICATION oEslory°EoiGeiiiiiwsHro M305 1 MACHINE TW9 1.2.SHALL CUR E E A NUG COVESEATING SURFACE OE iAwrSxo<vxRARHx xwexSxwr no�coxRxur IAwera°cowx wenex �aNGS raro�`!Rnr.a .'� ,eP roxuxawAwrMrvseRLmor mxae,e SURFACE THE FRAMER COVER MACHINED TO yEVAON VIEW ,.1L �ARMWIMUEI WEbHi OF MO Swore rexaenmx.ems ruAgN lµ xr MIM,"'M uee.ucmcu,e wmrews e.Axorveeowrox pri88.7,.,,Dv.. ei ,e r HALL BE CLOSED. ... �. ei ei tr, «.L La.a.I AHDN WEAR icASDNG LO t�`!I`�I t I \\ ].t.MIME BE TRUE TO OWN. ERN.FORM,NA ��.�Olp rltl�:I� •1 ��\/\j\/ STANDARD LIFT NOTCH FRAME 2. 6EMEEAN SUBSTANTIAL g /'/\/\'�/ �!"!\ EDGE OF COVER x Y,%�I\\/\/\/�/J/Z\ IN FROM BURNTON SAND,FREE FROM REE /�\�\I\/(/\ 1. III C �i//`//J//�I\\ �� REASONNABLY SS,BLOWHOLES,AND A \,\.��1 uRar. IBS(TSED / B(ITC STANDARD REASONABLY SMOOTH. MIN / INFORMATION a COVERS SHALL BE GST OR MACHNED° F _ ��' M TU%NG • WITH SUCH PRERING SHALLCISION THAT UNFORM �TeaWANAer . D. ` �� %'/// Ar ,xE:ti.:FDrr 7.wE.4 414:.,...on t LETTERS,,1��RI DIV TAPER BCONTACT CITY TO OLHER REQUIRED INFORMATION COVER TYPE ANO 4 1.moAwmA w, a,xux 1?LE ERB �� ognayrgnea evl.ws.vox.m.mx. .:. o�L w.D_ .r MLareuerA<e. RAISED INA Er) a a.FO/S5,�1.XE< ec,.FO MU.I.,ue 19011.. .w]..xr.ca. PLP. Ew „OiI FNr �..rr.,aroi.` `,:r'''"'-,7:72:"'"".°,. Rus .1 _ MANHOLE FRAME AND COVER DETAIL p$w ,„w L°I^TPERM=YA Of WO STORM WATER UTILITY GENERAL NOTES a :::.7.,....%"°"".... uu'Re1c VAS, eee�r RA�o as cww�wx 1. ALL NWORK PERFORMED SHALL BE IN ACCORDANCE VAIN INDUSTRY I J �"'�®� e ' ,,„,,,,„,,,x,„.., „,• xu..,T.oTroworx«,u uwrPnwm woJro.TIL STANDAIRDS AND MANUFACTURER RECGMAENDAIIONa. Q 2. ALL STORM SEWER SHALL BE HDPE PIPE.AND SHALL BE INSTALLED, 118 OM j \ x row L^'Lx x.v.uLMRwLo,o Me Tor BEDDED.AND BACK FILLED IN ACCORDANCE WITH THE STANDARDS, II d v, DETAILS,AND PRACTICES WITHIN THESE CONSTRUCTOR DRAVANOS,AND ` Aa ii xuru or s�woworx«,or 4k,,,,, i TOWN.n°MINECOVER. THEPROJECT SPECIFICATIONS.m' ” S. PTRENCH BACKFILL SHALL BE PLACED IN 6'LIFTS,AND MECHANICALLY l6COMPACTED TO A DENSITY OF NOT LESS THAN 95%OF THE MgXMAIN DRY D_ , N . • x �. DoawcNcrxe DENSITY AS DETERMINED BV THE STANDARD PROCTOR CpAPACRON TEST 4.SELECT FILL* r ,an.Lr+v ,o-wuws,u osu STArouorxx,ox v�.auLwrAa�wxcxncmwT. B (ASTM Dfi9fl�PASHT0 T99). Q ii A. ALL PROPOSED PIPE STUB-OUTS FROM MANHOLES AND INLET LEADS ARE • TO BE PLUGGED WITH B'BRICK WALLS UNLESS OTHERWISE NOTED. Ae Y" [E� LAND WATER SHALL PROVIDE 12'MINIMUM CLEARANCE AT STORM SEWER 11.111. � �—% ... unxwrxouwTe wlxerion.v°eTxLne. pyea.L V u O. ANDWATER UNECROSHALL BE R. �ws1 e°cu�rc, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING,MAINTAINING, �11 I� .R AVM ix.STAxNF4:77-...'"'"'"—"-- IROCI e°A 1111 rFU L.mNoAND RESTORING ANY BACK SLOPE DRAINAGE SYSTEM DISTURBED AS A RESULT OF THIS WORK. w A1111eoae VARIES 7. ALL DITCHES HALL BE GRADED TO PROPOSED ELEVATIONS TO ENSURE PROPER DRAINAGE. '� u e, ALL OUTFALLS SHALL BE PROPERLY BACKFILLED SEE AND COMPACTED. IR Biala9. ALL DISTURBED AREA SHALL BE REGRADED,SEEDED.AND FERTILIZED. 4 J Luvem,xe<wuaTearol. x�ouwrwxre or 10.ALL DRIVEWAYS SHALL BE LOCATED TO AVOID EXISTING CURB INLET a V'VVV\V Vr]A•rZ;: VV' V'V 1` ::=.:''''''" oRceo SMA.w ewe w' STRUCTURES. .,w.. RwaM ` ��`_, �� ,Uk`L��1 y �'�` :, w,o, .,H° Mro°.a.REINFORCEMENT xnow.POO . d!s V •• 'NOTE:IN EVENT OF CONFLICT LNTiIAREGULAT10N,SPECIFICATION,OR 84. vH�Nc MAIM./MO DEP. DETAIL THE MOST STRINGENT SHALL SE APPLICABLE.MONalliwo•onom pg TYPICAL PRE-CAST CONCRETE STORM SEWER MANHOLE ww+.m.Mxuaw.wLe a .,.L Mon.Hc°rPOW ora,cArwwuw.Acrm,e....�N..aUNnwSEW. gg $ Aga 12• 8- TER UL REOSODA i CITY STANDARD INLET 1�' MANHOLE RING D REV RECOMINNOSOS-C TV 410.OM TO ICON PASSING ENDS YAG` `!"``M T1. °Ruurwry COVER OR REPROVE EQUAL •F* AROUND CASING 1 ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE MTH THE LATEST EDITION OF./11 D232/...STANDARD PRACTICE FOR E.. TV 440•2014 TO 10016 O 88444 ND INSTALLATION OF THERMOPLASTIC HPE FOR SEWERS AND OTHER GRAVITY FLOW APPLIG....LATEST 821.2. PLASTICITY INDEX 03.104•pomoP NG b .-- 2-/6SARSNA'O.C.E.N. A... .-C-�-,�- ADDITION M. 2 MEASUREs SHOULD BE TANEN TO PREVENT...RATON OF NATIVE FINES INTO BACKFILL MATERIAL,WHEN HE EO TO OM WW1 Deva STANDARD Pn«TOR 3 0,40. WC 1.3. PLACEMENT•r LIFTS 'CEARA CE DATE ` OSasnOIY s. FOUNDATION WHERE THE TRENCH BOTTOM IS UN sTABL E.THE Tr THE°GI .AMALL N ALTETE TORNATIVE ANDAT THE RV 14C 34. THE ATERIAL. 2.1. CEMENT•STABILIZED EDSANNaDISCRETION OF THE DESIGN EFENNEER,THE TRENCH BOTTOM [RS PORTurIOCEMENT PER cuMc raRO OF SAND l 1(T-.) _ IN wNsgGRAss OR LANDSCAPE V BE STABILIZED USINO A ARRA Sc 17 FRROM TTHEs OP OF EWE 1v. ORAOATIOII .,Cat PAS.. J ry '0 GROUND SURFACE EVENT CONSTRUCTION Cp.Mwie1.1COE X,LSREWIREDOu'<MMETERPIPEANDS MLP[NMETERPIPE,NCLuDINO 1,3TDAeLOP.IA040.28 T0100% S musuRLD FROM TOPo�nPAVED AREAS BOTTOM OF FLEXIBLE IPAVEMENT UNPAVED AREAS PAVEMENT. 2.3. PLASTICITYµESL PASSING k 1 3 Q cIr� 1 a M 2.1 PLACEMENTON•UNTS DM.STANDARD PROCTOR N ^�$ U .....I. K.W.r�.-S. l• .-"/,:%,:',<,•: D'.•M. TOF.oa DEJLE 1«eTo In a • •- _ gp •v:-- T'I £O:�l>• 4�Ocr IwNlecaeR�Nm eovlR aA.®IexvpCl! eLIFTS ar Attu ow STANDARD PROCTOR Hr U M. V P'O. � eeu.Tncr®euo 4 �LMS 4./. SHALL BE OBTAINED FROM anal A. SELECT FILL PIPE EACH modwe • •'•' \ (n"T AXLE LOW Acnes-aswasM DSM STANDARD PROCTOR %� _ s%�- , wAus AMin BOrwoMYPUI � � LTL * ril Rxecr.rtNrNo,H VARIES <eOP rvn n.•euaouxo Sem 12,41. IV x en — ' ~ i �� EMBLEBASE IN ACCORDANCE MATH hDOT STANDARD SF£CIFICATIONS FOR t: :: •. T ^2410F THE CURRENT EDITION. VARIES SSWENMLE.NEXCESSofTITMAr REauREAD NCIC.LCWER CONSTRUCRON AND FGF HIAwvsSTREETSAND MIIIbES REu . 1 "IA••r•} C U M 9NGTEDwTNNPRGLE<Ta wxGaGRaEaaME E, j `.!':o::/ E 3. �-;• <LL f21 GLA 6 PIPE DIAMETER COOPER E,a9 11.1.1.6.2. ...MIT MATER.AND THICKNESS D, -Jr! I'I�!- INLETKK1TLEi%PES TO BE C O W W IF NOT NOTED NITHIN PROJECT DRAM.,SHALL BE CEPTH TYPE IPLACED IN ANY NLET/OUTLEAND IN ANY UMBESCTMN g S 12 O^ .awemR VARIES ��{Ly vMEb r��1111�0UP TON` 3v-m- 241 3.1 . STREETS,AND BRIDGES ITEM 340 OF THE CURRENT EDITION �' STORM STORM o�- 9C(9 ®xlxOLwEO'/ etm 11115.3. 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CONCRETE FLUME DETAIL 1 1 i B 1 '4� I r{^7s 11r-- ; p 1 10.00. / �► I [NEED[. � i �^ 12.92 '2916 I PAVEMENT,BASE. � w CI -..11.10I- AND SUBGRADE 1-00_04ccortmuous�% N:1716893)3,277I11ocj�L� /13.88' E:7320257 1661 �/ 10,00' INLET PIPE MAYBE IC U12 73' N ANr PAVANG N La ' PLACED IN DIIRECTIOI 'i�i w N / a u a H 1 • • ybo.00' �, J �� .1r�� METING CURB �,m- N N W W W — — INLET CROSS SECTION — <w° �( / W J7 3� a0� "Is I HEADERWALL OVERFLOW FLUME w F o n� 180.00' N: 169378.079 CONCRETE Y Digitally signed by Rama S. d E N `iq.II� 1920226.990 j Potfumuthu,P.E,LEED AP C �L.l_1 N:17169373.717 DN:cn=Patna S.Poyumuthu, O Q 2 10 a :1320007.013 ^ M Christi,oDu+Dev 0=City of Corpus 01 o 0 �F&.�..A•�TAIL ��.. I R, ema6watnapocctexa[.mm, g IRB FLATO ROAD DETENTION POND 090 STANDARD CURB INLET CONNECTION DETAIL [=us CONSTRUCTION SET LC10 AI s —�ae'261e.Bu3nsene-0svo• DATE: 03106/2018 o 28 26 sheets J f g AVSD PAVED uNPAVW .I�PNIO ODSIADW S SNEED NO. PRa•oE NE INC ANp srARALE 0 wP THROAT()PERM: SEE PUNS W SPECS FOR 1ROAOE NEW RING.coxa AND STAINLESS MOTOR I TY1IMT PERM SERI RIMS DIAMETERCS E� MANHOLE REQUIREMENTS gg W STEEL SS)NFLOW PI.EBTTOR REWIRED PAMPER SIM(55)BROW NMBRCRE ISE I LOGO PSI CONCRETE COLLAR(PRU'aE TR 0NNE= MANHOLE MM. NAPE P.INGs E(R HET.) Ix• ]000 PSI CONCRETE COLLAR((PROwOE ISE HDPE TMEN EOR WA) ' PERM REINFORCEMENT]-i•BARS) Is'<m SNOT S. An.lumExrs(Ie•Wx> I Rian REINFORCEMENT J-ie ) ADJUSTMENTS(IP NAR) RACE CONCRETE r0 i0v OF CORBEL I PUCE CONCRETE TO TOP CORE. I _.— IST111P• JB-<TO LW E' MATCH E%ISMO 1 _��:tI'YR cC c:1 WAG:s' _ ppA�E� `�1= - ,• --\�� ark a e.. i""1.ni N !�\ V.4N a�, iiil�illil�ul i Ir ..,A,EST°"E MSE pR APPRTE APPROVED COATINGS TABLE C313-\ \', `e H i..'b°' .Yaoa,`V, - m�nni��M,l• %�Y\-0y.- 00 o a" itNi�Oninnn�- eASE EawL�r.Dol it o z T o a.� UStP 0:` :4 • - - TYPE A GRADE I-2)R WBIINACTIMFR YODEL YWE �':?�A4 ,4,4`4%.,AA>' yc o'4�� o BZASE wiERMlil eolNr TC 06\�RP`¢iPr`. arra ;me, /o J/` DIAN TIE R ss NO C 4r c4 4 xEECGT ART.Sxs CEMENT siABNzco :":a�e4a .?,Q" 1;;°,:;'•° ((I ODS F•TYPE A rcn c�sxE .4.,,,,,C^o�?i4 r,,,;,; `\.\l a KK✓Nes LESS EXST. RAVER LINING SYSTEM MEN 400 SMO(IS SACKS O irk 4e4�4¢ b . r is °OOENI ExI W NO GSE 5 n �giNri i�'� Y\jp`T`O` MucEN SBASE� SNERwN mLLWS GRM4VE moo CEYENrs/Cv) N..F,JAN, •F4 A{ IjSV'Pr O�il�oF' THE PaOHo ,ONPER,,,VVVXH 4aby, J��fr�`�r� OKNML TO BE SELECT 4 a444P4aPT... a Ess TTI..MS.....SMO RESSTA TNT COAT.° 'IMMI. . 4 y o TwN COMPACTED 100 w 6' CAROM. Ex0as1[sE y4y`a\a45rYay'Yy ME E%STMG AWKFHI BI.SE. O otQ'`4 ai'`'r•a T LAPS i0 BSS STD PROCTOR NM ONpm.... %,',',4 4�QTra4a1\ a E ST. slue TABLE.ON CONSINOS �.ii.it i 1 > OwMLL MI.it COAT ALL CONCRETE SURFACES R I..BENCH a WALLS. a,4raH q>Y�4ia BE sOTe xe TIL Iz• PREUST eoneRETE , J4a4`�"vD4M,o�ay O' MOVE CONNECTION 0. ia,\ a %.1k.',1,,,,',';:. /8000 CMACCTIO. SECTIONS ASTM C-476(ID •\, M�'p...SWIS'; "� 9ELSDR 3s S""`L O FL LL WIN /�� O•.Y EDW STa 0•020)0) \))A room' MM Q MRMLL FILL .... SLOW D- 000 R 10 MR) �r 0088022E Tal wm _ /FT. S Deuru~DDI E * _ .' W� i s B� �' NO Z•REBART 24EL50.. ;� - SEE P. !]�. _%% .G` (IO PSI xe Wrsl ire,," ® ID LONG SEK pEM0. Y�YW„L,TNN'xN55•W%F00 A 1� Folea DROP / , = F NDATION `\ , 1 WALL •.•; COT.NTECRONS WHOA FOp1 CONCRETE fDMIDSIION ` , '/ SW S (u uN.10•INERT.§) 0., % YAMr IN (YNYDY x'TIWCxIAESs) % '%— `M+ifss Msu O BY MONDE CRUSHED STONE.POI / - �� cNCRccR w i.OT TEN US ED T 3. {. "'•,, /colitj� T,DOiAITEM{x ro sr, 1 REWIRED(fSx•MN)P � lb '�1®� MGROUNDWA°u GROUNDWATER PMN)N - - - I r L• ~ GROUNDWATERPRESENT oI 8• 10' 99) -- y T TOP e'of WUOWOF TO 1 ”?':"-'w T:1, ' •17 COMPACT TOP e'OF SUOGRKE TO - 7 • : . • • -..& Ix• c. I/1 Cgl95XOPROCT0DENSITY Al B3R •i43-ir,�s I. •cu, oY950P OPTIMUM DENSITY AT z •r0�8�i�8�8�I�i��0`�`, L+ MOISTURE Am D999 J MOISTURE 0STY M. • I' ��`/0A V s urns 3 CO 2' 00 12• .4.9.1.'",g. •e OCIDT In I oD Hx l 'il 1. . FIBERGLASS MANHOLE CONCRETE MANHOLE ■■■■ D(+ o a NM TO SCALE NOT TO SCONE [ HI 0 W If, 7 t`�' S60.1 TO 0 OR Y C i x5 MANHOLE BOTTOM 0101 SIYLL 10 c60€CCI, TS 0000 —• p Al c5 ;;i V•SHAPED WITH CONCRETE :.r nes. ■Mx m GROUT,SLOPED I./FT TO • Y.N. OT Y.N. C PROTECT SIT.TO TOP MANN.1641(F ormu55 YEEVE T o M LAMEST DWIEIFR PPE .II OR CONCRETE) PRROV.RUBBERUL OR WATER SEOP t&IN.1 ��.,- NOR MOOSTWNT a x ,, ET I�T•IDS(T�MAN.,/� ► PROP.PVC S OP PPE „�.•,••l�;1LE PPE Aar V IltiPPE(nP.7 07-i. CONCRETE II�L YANG 6•YR. ~' 1' .A•I_`\\„ 0E e;.-car.EPME [PlE 03.f(!01 P- I. \\ P. OW'PMNs rvP.7 NE.I. INSTALL SEK M ACCORDANCE WITH NEES.SPECS. / [REINFORCED~18100 PROTECTION J000 x. IElfv OF➢MTYEMASS£SSLv APPROVED B/ a I� ^g (015~44 OR PIPE..OR Y Nµ INSERT A AEI 0 RED.CHAQ ra WASTEWATER MANHOLE(BOTTOM) PIPE SEAL DETAIL RS'Al I0l OC o gg NOT TO SCKE 05 BEND NOT TO SCALL ! ,71R p [1 �F 1 __ MANHOLE PROTECTION IN UNPAVED AREAS i m �i G ,`L FORCE GENERAL WASTEWATER CONSTRUCTION NOTES: (CULTIVATED/SPECIAL) o i VI 11!:1!:1 NAIP NOT TO 4OYE "� / 1 THE G TRACTOR SMA TIE S.a THE WORN AIA EXAMINE TOWL COMM. -- �m1V LIu �I� RE A ENCOUNTERED,IN IMPROVEMENTS TO BE THATR5 WEE.AND O ENS ANOFEES TO BE � $; Vyy '� RENAMED,AONG ER RESEARCH NECESSMr i0 ENSURE M 18•CONE PEPE POAIS111EHf MACS � lNT g^ CONTRACTOR(R I TRAI UNITE ENCOUNTERED E D 5 FULLY WARE OF ALL THE CON RACTO AND CONSTRAINTS N ERSt MAY W CPROJECT AN O FUL THE COURSE OF (l0•MAIL) 0 Q S- Ot NOME RF NIRNm • CONSTRU RKT ��'—`� W rrr//C�� N % % 'IOEOS OW) 2. WE TRENCH SNFTRAExGEAiO ALL rCEC REGULATIONS PER.TO TK CMAPTEa xl> n T g P.PN. AND _ _ _ rypg= �/ a.AY .. TIN COMP-ACTORES RESPONSIBLE FOR ALL CES(u C.)- AO MUST ADHERE TO 112 ..I �, finish GROUND U Au” RIGA4MUN.ON uNF(Ru rR.SEE%cONigpl OEVx:Es(MUTCDo. • STWG� ` �• /I\ ~Iv ALL FIBERGLASS WNHOLES SHALL BE WNW°.WITH 50'M MUM WALL THICKNESS. ; � WIN CONCRETE P PROVIDED! REWIRED.ERERGUSS BOC10N SHALL BE OESUNEO TO Ml TNA GROUND • 00c Ps CONCRETE S e• 03 R 4Wr2VR�l1OY•dTl PAD HYDROSTATIC HEM PRESSURE U1.R ALL Orpi1._ Ira , x�x� MANHOLE WALL PENETRATIONS FM PPE re•-T5.100 20 PI1E)MOW THE 445E SOWED.CR ' 011 (RPRowOE REWR i W 4=§ ,...,...,.,i,..:-_,,i...,...,.....,?..,..: B �WATERbWUNE tX TIE MANHOLE SHALL BE CORD AND SEALED NI+APPROVED SEAL CASRfl FOWL 10 FORM y EWFORCEYENr J-,. 0 Da�O WE, a10060 SS MANHOABLYOLES. CONCRETE COLLARremuss BMR0)TIP.(0DWMU0) k SHEET 01 W 611`y _>j FIBERGLASS WNNOLES,ME MANHOLE FOUNDATION MAY O PRECAST ON GROUND a IOW i 1.0.. - E.(PROCEDURE NU P E SURMrtEO TO M ENCWEEMNc SERVICESJ PROOVA ,.'LL BENDS SHALL BE DUCTILE RCN W.RESTRW.MINTS. z. SHALL FOR TIE Ec�rNE COATING.ON ALL EXPOSED CONCRETE MANHOLE PROTECTION IN UNPAVED AREAS REC°40 0R1p1C HO. <t a ay' CONSTRUCTION I� O„ TIE CONTRACTOR 5 T. Z 3. INFLUENT FORCE W.MUST BE O MORE THAN 5'MOM PARALLEL WITH DOWNSTFFAM FLOW DIRECTION SURFACES.~CLU NC.CORBEwrtAR,AWeKKE WALLS AND MMnCLE BENCH. 2 B. FOR TIBERGL35 WNNOLES WATERTIGHT OTION.MNERE TO NJ.WNUFACNRER Q •E FORCE MAIN DISCHARGE MANHOLE DETAIL REDUIRE,IENTS FIBERGLASS 1300001'AND BENCH KIST ALSO BE FACTORY INSTALLED (RESIDENTIAL) ;yT C '+ NOT TO SCALE NOT TO 00000 -. I aFP PROJECT/_ Wi Q U t a M m tCONSTRUCTION SET (�AI O DATE. 03/05/2015 lr I l --- - 29 or 36 Wools i P \ i N FRP WV.0111A011 DA,.O 151Sn5 10110011 NGTFF. m/6LE TAINS SNFE1 TO I. NUMBEROfor UTERSIN.SHA LL LO-0 SES,AND THE EXISTING INFORMATION0010 COMM. NEEDED To LINE. EVBNN M OU. R PROWDE NEW RING N 0.01 WITH STAINLESS ].000 PSI CONCRETE OCCUR(PRONE 2 PR.10 INSTALLING CONTROL OR FLOW OR IORATNG MINNOL0 REPAIRS.THE CONTR.TOR SHALL W STEELE (F01.)OR ABS(RANG0wD)NOUN ARBOR REINFORCEMENT]-N BARS) CCOONTTEROLL MN..PEOtSIGNS o o LIVER1 TPNFK AND PEOEs1RlW5 PER THE APPROVED TRAFFIC AND ROPE ADJUSTMENT RINGS O. THE CONTRACTOR SHALLRE IBE THE INTERIOR Or NG FOUNDATION STRUCTURE IN Z MS/BI_CHM 5.MECHANICALLY R0.K.11.THE ENTRE I/1 ME CONTRACT..NLEANS THEE INTERIOR MIN°f H H THE OSUREEWATER JETLY 111 PUCE 000 •PSI CONCRETE 1 i N Av PROVFO 5151E LL EORROI WJ TO FPERTINENT w [O:E TAL RESULTING SPOSu AUDGE AND DEBRIS 0 THE TOP or CORBEL B. THEACONTRACTORCOSA LA USE LAU-LETT:NG.NO NUT CONCRETE R AND RESHAPE IHE PROPOSED PRO,.COAII.TO EXPOSED CONCRETE PITH..0.0 SYSTEM 10 PREVENT `�. .R.4E� 0V.. 50LMCOMPLY ... DC0.15 ON. .1 \�/ ... =��® 0LCONSTRUCT.W-NOI CANE.SHALL PROVIDE AN P BENCHES OUT i0 EVENLY 0.0 OFF P INSERT NET PS B. USUPPORT'WS FRP 0 r TN+OH RTNCNES OR cN r .216 REYWE TOP CORE a 9. SEN.AINNJU.R SPICE.WOUND EXEI UNES W.JU1E ROPE AND CHEMICAL GRAIL 'S! OF UNWIND MMJNIXE p,a a _ ao \ CE4EM STABRIFEO HAMM. (1a SACKS O CEMENT/CF) ! o u (EXACT LOCATIONS TO BE T•OEM..Br CONnscIOR) \ '. PRONE ON. 2 ONE 4.H VLVL I '.•WISLE LLK BILL Q :. , \1\ MINDS B �!!I THAN CONNECTION L°LEN.NERE � - (e IC as C'.""q a r a \\ I W. Lr , CONNECTIONURETERELASUTORECMD r0 E. —... iRt wnrl noMrsE. m ` M111..-.11.4r Imm DEPARTMENT , ' EXCAVATION WALL WM — --—\-` SLOPE T• =, DUSTSEE ING SEAL DET.PIPE PIPE VANES W OP uwi = EXISTING O+KH oliLE PER R. N: — MART E H��`W. � PROVIDE AT 1.10.03E NV TO 4CUT W NE E BENCNECnNG N .� • UEINC BFIFCII . AS ONRECIED RO tDARO�ILr.0111V'E - e' jillP PROVIDE ANON NM.Oco(pool oR E X V) (IW PL MIN.O T M15) —' SgyL COOAKS ALING WITH STAINLESS STEEL U C HUR RINGS REMOVE IND APPLY 3r a:ERsN of No BEN L PROPOSED FOERGLAVS I.WTmE, (■p(B. III3 a a.o �F(y? a GROAT(OM MID 0R 0PROVEO EOWL) EIBMIIIII WRAF • 0'.. EMT.MN WKL OR T �IQI a X y SI TO PROVIDE DONT RAL WIRED ■■■ O EU W EXISTING CONCRE10 100111IO REDAETO FLOWIB00 FII. U O FRP INSERT REHABILITATION OF EXISTING MANHOLE FRP INSERT PIPE SEAL.DETAIL 0 � NOT TO E rmrosruEE a U a I I/e air.. (I)ON VENT HOOP 41) (])I I/]'CLOSED PNCKHOES �� MACHINE EOM O NLNC ROADWAYOATS OLO6/M B.NNOE RNC AND C FR •f^N \ T THE CONTRACTOR SHALL PROVIDE STAINLESS STEEL(S.w.)T INFLOW INNER ON J 6 V PL TH SS ME SECURED MAONOI.[ L. R LIOEAD WIUSH WITH K OUTER ESD. Y -•� �•• UCEMRAFFIC SHILL BE OF CONCRETE.. N FROM MANHOLE FOR DE A HOURS SURF ..FTER CLE \```—�/// / OPENING 0 ACCCHNNOATE TK SPECIFIED MANHOLE COVER SUFF...C O LT 2 INROWTRiNHIBrtOR S"TO-1-306(UIES'REVISION)PROOF ro TESS'„rtt5 REQUIRED _ EF ■ TNI (TO BE Y.(541,O) \ 0.000 LEBS)TAN°MUST DE INSPECTED.Prz N1AigN.THE :`A n o I \ !. �IEiE TUTS OF MANUFACTURING BE SUBM`TIEG ANT RNC AND ADEADON It A d,$ d4 TEF FORD i Q ASSCMBLSS SHALL MEC FRWROHIUENIN. /��./-j �i FRaM°mcva o�A,u"w01505�e"E CASTINGS SBwL PROVIDE cElTI0000 N • i COVER PLAN VIEW / , AND STANDARDS �N VI H c a NOT 10 SCALE \ oCL Pigg ' s // \ N / 0080 WPM 4A (S) NOMI IRIYBER• NFSOM RBIIBIEOB 5 3 U ESL MONDE CLEAR / UST & tie ON"EPOPRFNE OPENING PER PLIES ./ ——— W •,1 � ' /' CORER-AeONBSTe le B N. LLS fOMORY MANE-/e03131] Q 1 • 'y vn y•••••EaWR� NEENW FOMIRY REWIRED ON ALL �;`..IIS-�� B 15 USL JOIOW Cant- NSTNUTgNS PER OTT 3 4 U 3 ON wgNs Cant-Vl.m srcfJFlr/.TNINs 6 o a j NFA ZJ- .A �.._ v'W us FouloRr FRP._59310015 lMl F p F 0 PER WMFAOTUOA TM.FWIOIEr DE-Ino 33 L N SIG PER WNFRCTWG (I) OR WOMB EOMI(WOE N TK 050) 1 SHEET of_ 11 nc— W w V= (9) WESS NOTED N THE PINS NL CO.FAS SHNL BE se OANERR NEL'QO MINX W. ~ 0.EL I��..II ANO NOT MENDED FOR M6FIWO EMIT. g ;` am }°gg SECTION OF RING&COVER RING&COVER APPROVED UST L�a r g i NOT TO SONS W E P90Xcw I S a a S m DCONSTRo os O aSET 1 010.3 %� ". b of 36 I / I -,, i CDM:IETAMI'S ShWFT MO MCDaI PER A PL.SLE i APPROVED ARV. REouMEUENrs '� MTH SEAMLESS ]D'NM COVER WMIPAC11Md MODEL NRI[ WTFI4EL n ADl usruE 6 MRS slm( ) ARE 0-025 OR 0-025 9400 _ In I2 .. s M-TEC UOCEL Mae(ss)AND wB DPE •• ]/r• .STSEAL a WM NT ROLL ROOM(5E.STEEL) Ola II SP.R mOPORE mean OM BFORMEA DEABLE TO EINSTN0.TUR• CHN.R VA1MM: W NAS ORW NAS , W NMSb.D 1100x0 PRESSURES GROUND 0583 11 _,,,..ain" ,,e4 �� !,11111111111 011111111111 e-PVC STOPPER 43 111;144110;1"1"1 .1/4 M48 L \ SEE CLL.-WT , rc CONN SIAIRL �y PSI REINEORC[D CONCRETE LL(1 S Sk 5 -0'YM.CLA 4. E COLLAR(PROV.REB. 1 w OEM -,12-1�'<j ME CFYEM/CAL) .;'iA- EIHEOPCEYENf]N eAx57 Tm. iFLG�f• .-X5}, RENF0 01ENTC PEP M. F.CM ` �I 2- ;l'.ti Tv%1:4 �. ® SIATEBMR is e'.SOL EN CPEONCRETE As NEO'0. �ri. r 11•11 J PROVIDE sur. EOR P•11..S L S1MlDM0 6r 6 PCPW-W2 CALL 061021-CM(IOa ES 7w E aRr r v TE1 pEPAxTLRNT)• 1I1 ( naElA•• M P1/4 igiCMM AS M.PRMFD , •PrtOVMURES MPARnEMT01.1.E® awu • D.> .. A ,- , . ...., ... joie pirCON ]000 P9 CONCRETE :11 • _ F_�t.•._. Is cLEW 1 ,. rT�— ` (.MESS 1MG;WATER E2 8-9]IFpRE N RPM _ 1 ' ✓Y•I)�'-• 1\ n��,` MOT rtOl 421.CPME 2].M! 00•I' ;POMP CONCRETE 2 ' 1- u CONCRETE 1-a• I., SuP oL TS a,`0.BETWEEN o o ORAiN R HoT_E FRONT VIEW ]°DDIE SIDE VIEW uuROIE O.O.aR' OP OF CONCREI S.IS♦ OR BOLLARD LDCAT1.AND MMNTTTV. LMT 13 NOW MWNOMATER SLY CONOTNUCTION BARS 4u U a CWWPACT TOP E"OE SI ON.M a 95x..ITT ASDA 0-6.AT D2% BOLLARD DETAIL DEEP CUT SERVICE CONNECTION Tn D OPTOuu MOISTURE CONTEXT NOT To aoALE TOT To SCALE 4 111 R(),`c . AIR RELEASE VALVE AND MANHOLE �111i o t4 Ls 41 11 U o 1-'; 50 c 5a.z -r,u. RMNT-of-WAY SERVICE CONNECTION NOTES: 0.-3... 0 1. CONT.CtOR • z M EASEMENT — -------- —._--- urn MTF 02.RI101 oVICE SEINCE CONNECTION TAP TO THE R.W.° Y e CONNECT Ex5T SERVICE LIM OUTSIDE EASE..SH.H I e 1.I TALL SE O VI Y PR r THREADED PLUG `00005000,o OnIFRu:OM ER01E_I�S. nT wF SUSf♦uTrt�ry 0 1�I-1/I•W. Q S WIDE OETmGEa E F-3f 3 tj WPNEA 2 A4 ] DEPPART NT APPROVEµCOWOR. P.ME O M TEE As pKECTED AT ]/♦} C. e ♦. SERVICE CONNECTIONAL SEANCE,U Fp{ tl ♦ MADE 1 - IF SCP♦O IRU2L CLOH SE WENCE E 10 SEC WIN LINE NE.X GREATER 1.N�.CASE 6 PVC O O S/r 7-3/4.01'1 6 •b CT RED1�1 6{ EE A4 NEEDED i� ENCASE THE AVENIX OF ��.,� MONDE ONDE mums a 4"E 1``J � 'a 1 ,-,L't:: 5e ay inn 4WD q � � 33, �N� 3 ��13 W i 0 Er � V!�� 1/ 7 LOCATOR ASO OF Y.so Po`s /�^ yam, Hs roN R 0000 c0. PLAN CLEAN-OUT BOOT Q y SEE NONE) 00621 we°Nn�I 510012 NOT TO 5GEE NOT M SCALE \\. �oD�°ia�WERm) EERNco NEAR Rlrm,OR # e CtJ CON SMR.- uid A4 910811. X'/'�\\ \ 1r I- t\*� -1/CASE 12 M Q 0 U PUCE WIINOI RLSx M '��``" 1. '('II,,,,,:•-. 2-1/�. "�,�♦ 10 %1/ " AVER 0 `O m MONDE SAND 3-/P '!�M ♦ �< � t) / 1 LL R IN- A MEOW. �` C I� I\1C I•"' s .`'®Y�� STONES(]EACH) O 'Z Ar JL �° �� i�!'��' �) N www NAORWATER NUN W/RE ANM SADDLE.NYE. 1 NIP 1 f r-C N� M TEE(This OPN M EAE)(SM]s FOR `'C. L rW HDPE M SEW:a EM PVC) s/1r T.. Km N.M, 001 Or 10 EN MTH SECTION A-A SECTION B-B 1 vacs of__ O _ 3. POLY PROTECT.EEM CAP M EACH END, ACCORD MEMO AU F M 03: NOT TO SCALE NOT M SCAM t Al O dF 1 g.9 °R.S SERVICE CONNECTION DETAILS STANDARD SERVICE MARKER TYPICAL CAST IRON CLEAN-OUT BOOT 1 w t E a2 ?i NOT TO SCALE s MOONED CALM 511.1 TAP NOT 10 SCALE e, WY MFGECT/ Q O ¢ w :' ; 0 M a CONSTRUCTION SET C10.4 1.5 i DATE: 01/08/2018 H s a MAILAW25 SHOT Aa UNPAVEDD-- PAVED ASPIMIT 3-MIL THICITNESS.IN NO GSF SIMIL LESS GAN THE THICKNESS OF EXISTING P IF BT. 5 P.N.PRIME COU(OAS CL.PER SY IAN.)Ex S COATED OR STAINLESS STEEL SPACER BOM' 111111 CR10100 PIPE • •- REPAIR: 2'W.THICKNESS.IN NO GSE SHALL REPHR BE g . W NOTGROUT LESS.1.1 THEKxESS G EK MHG CWCMT STEEL GSM PPE .�-,4 DON SING 10.01L SEE TABLE 2-ITEM B(UNPAVED SM..NT PAVEMENT. ..DED STEEL OP Gs GST to., RUNNERS AREAS) ME Ella EXIST. V ��`- AEYr4EgrEilw4lc R iV \r ♦ G:•1,.• YI: i ,,M 4•TO 10•CASING DETAIL = \r 6 12.LIMESTONE TIG 2,TYPE" GRAD 1-_)BASE MATER. NOT ro SONO \ • T1gMRGESES OF Elisxf 6TNTHE ADJACE BSE CASE THE MCP,.SAL BE CEMENT STABILIZED HSMAC (1.5 SACKS Or 00.11/01)COA100 0R STNNLESS STEEL SPACER BOOT w CARR.PIPE *NOTE: d STEEL CASING PPF (101A-----.1 �� DD NOT GROUTr ..:1.:, J WELDED STEEL OR GST POLYETHYLENE /RT • INSIDC — - SELECT INTERIAL MOM PER LITY.0.OM.ARTICLE 111 CUTS AND FXGAvADONS,A PERMIT G E%GVATpN OR MIPORTED IS REQUIRED RGI _� RUNNER II R RUNNERS MAGNETIC ,:/ TERML SEE TABLE 2-ITEM A Q EL R Vii..., PS[EEE NOTE 2 ABOVE PIE (PAVED ARG) OR NEAR PT.e PTO.... ` ,i■ Bt NOT RE PIAN IT TO j 5PEINETALIEDInGUTTINGGEROAD,Eoon. ® 05 1?TO 36"CASING DETAIL 1110® TONrc4T+«AILORLI. p NOT TO SCALE OVE,u./vA°fM Art x[P/iI":MVD Tf,R"NIfl CU�ISEOR�"M�F`fM 12-MAX. Au BEODIt 1 INBML BACKfu fTREt AxDwLL PANE S'EMR, SPACERS SMML CWSRi G CRAHIUL.RR CUTA.OST ILA.N PLAN ATIN BETWEEN SPACERS WTERW.SEE TABLE RGDWAY TO BE CUTR.-II 6- SECTIONEXISTING PAVEMENT III FROWML ENE I.ATKR♦ANDTME N t,l CARRIER /O IIDNI DTHOREPAM. MEL N PAVEMENT REP.111 ATS TOOTH ROADWAY TRAVEL SEE NO ANT R EXCAVATION 4RNI 1 MUST BE .PIPE DN..r MUST BF I"CIVOED IN THE ORAvn IANEISL a (,) SHOWN EO WITH ULLNLRAR MG. xG1/IFRMrt APPLICATOR, 4-2 SHOULD BE SPA ED A SHOWN W TARED t. III N P MAn4uM GGSING SPACER ONE f SID`"""UCH TRENCH BACKFILL FOR WASTEWATER LINES I a•(w 'i r i d A N CASING DETAIL AND PAVEMENT REPAIR FOR UTILITIES i III o B MN TO SCALE NM 10 SCALE 0 - IAA gl'g 0 GENERAL NOTES FOR BACKFILL o TABLE 1 TABLL2U a ° BEDDING AND INITIAL BACKFIII FINAL BACKFILL N (BELOW PIPE TO 12" ABOVE PIPE) (GREATER THAN 12"ABOVE PIPE) . UNPAVED AREAS PAVED AREAS $ \„=°.' A 11'ADM PPE TO RATE OWE. REFERE°1 BEDDING SIGN INITIAL EBt✓CyPEOI"IRGEWS CONSIST RANULAR THE ACKfO1ILL °A OM OFT woo, BOTTOMOFRow BASE BAC..BELOW SAD OR SANT'GRAVEL,OR MAITRML SELECT MATER.FR.EXCAVATION OR BE g• PRODUCED 01 CRUSHING Of NATURAL SIM(OR GRAVEL NATERM0 FROM nw T- IMPORTS)W LTERML EITHER E.ALL X CASING NOTES: DIC ORB ON.MATERIAL reRw MEET TR EMU.. g `5 BE` 0.R.S.DEB _ I ENG°11000.LENGTH,LOCATION,AND WAIN THICKNESS SHALL BE PER PROJECT 20 LEAPS GR- F<15 -1*1 ENTS.(wNwUM SCHEDULE AO) O EME£T4LG TAIL f0.LFT wpEF➢AxO ABOVE RHTR TALI F,USE wTRML EATER'LAS' i'011 'IN ONR6lEA; 6-10 rASITEPM L i0 BF TO ALIO TURF 12'OM ALL NGRP.PIPES IN INSTALLED CASINGS SHALL BE SUPPORTED BY BOLT W STYLE 10 WK -T ♦); sg �(SHALT NNNrCEROMDE P.O.',ROy GS'OF APPROVEDALLY EWALNED w. WEER.REOIAREUExR Of ASTM MAST COR: COWER 95;0696 STO PROCTOR I5ONLY 00 N CARRIER R ES.1EGALUG"CTYPE C(0011 RES,00 S OF APPROVED EQUAL TS FOR FORCE W6 SM-w CN ro�SP GP COMP..RICIN` LOOSf LOIS Of t2'MAX S Q 11111NUSED SW STD.PROCIW ons). 6C¢ �ORP ECT I.E.FROM EXCAVATION ♦. EASING SPACERS SHALL EWTHe i0 SECURELY FASTEN TO ME CORaIER P. A ..G TOP/LIE ACARim ro MEET NOT RE DNIS.THEN USE CEMENT Z lig!'0,,,',1 AND SHALL BE FURNISHEDMINIMUMRUNNER EIGHT TO TNN 5 AND IN AMAZON: ST.L.10 Fa-111 VI BF THA. E MAXIMUM 0 D.Of THE GAMER PIPE NEP THE CASING WALL PASS. /I'SIEVE-1001[ roPSGL�TOPPF vROVIOfD SEE TNIE 2-ITEM 0 BELOW. o!A POSITIONING D<THE SPACERS ENSURE THAT THE CARRIER PIPE 5 41 ...TELT SUPPORTED THROUGHOUT rt5 LENGTH, /A -.MpL MIMWIu B GUN. FTTF'RT THAN U E SPAGERS T EACH END SMALL NOT BE FURTHER THAN 12'LPW THE END (P)-WTO TO MAK. w50PT x. B.BOTTOM BOTTOM M PION BASE TO W gg AND EXISTING I X. 13 tiF SIAL BE INSTALLED 41 TE CENTER OF THE PPE SEM. O IN DEEP EXCAVATIONS(x207 OR BRW WEER TABLE.USE ems." BNKR1 SMALL BE CEMENT STABILIZED U'iN 9 STONE OR CR.ED GRAVEL MEETING GMOAiIOx tr: TO SNI°(t.5 SN/C.YJ LHETUAxI CASING PSPnCINSIw°f'.THECASINGUSRNGB SPACERS SIENL BE 1 FEET. ADJACENTS oOP- Al THEMO SYSTEMINC. IALL SEALED WATFRND S WITH AN ADVANCED THICK.SA COMTETE C¢wSE ACGREG1:1.001 OEM 421:GRACE 2.1. BE PERFORMED 10000PRODUCTSESYS YOGI AT-TIPKP,PS MODEL C END BFAI.W AN Br VGRIE SMALL LIFER M flllLdNIG EA AP ROV£O EOIUL`I W A. DITCH'MRH°B-TOP SGL REWIREYENTS: OR T(SNIPIAGFD E PLACED W LESAND D R(44 • ; IV U B.CRASHED LIMESTONE PER G.ITEM 42I'GRADE 2,1.OR A 04 55_1120 C € O ii 110 V ? 'Co f100 E 10-20 F O R. 8 N -0 .2.1. IQ l0 00 / C y Q Ww m G CCM.,TO 95.;G 0.MOIST.10 ESHEETN f J a Di. BE)DIRTILY TO O(+/-2;)OF OP+wM RECON MING MO. <<F 0 C N ii WW 0-fC gg K 55 '4 a On iRO.EEr/ 4193 Q a mR g R§ CONSTRUCTION SET (�AI 12.5 DATE: 0 3/0 612 01 8 lr I �` .A.32of 36 oneets J g E WMAILTMYS 511111 No. a WATER DISTRIBUTION SYSTEM GENERAL NOTES SEPARATION OF WA TERANDWASTEIYATER LINES IINPAPEZIAREAS i PAWIPAWS I. PROPOSED WATER OSTRUBU/ON SYSTEM SHALL BE INSIAMEO IN ACCORDANCE MIH CST OF CORPUS I IM SEPARAIOV OF WATER AND WASTEWATER LINES AAD ME MATERIAL USED SMELL BE INTOPS.R2 If MOM. CHRISTI WATER DMSON DISTRIBUTION SYSTEM SANDARMS ACCORDANCE MM ME WOES W REGULATIONS FOR WAC WATER SYSTEMS-O TEXAS NATURAL I IOW 0 IT BOER PPR RESOURCE CONSERVATOR COM ISSON AND E CITY WATER DETAILS. MUM WOOL.WAN Rd OMT.lCONSERVATORPO MI 1. THE CITY RESERVES THE RIGHT TO ACCEPT ME SYSTEM FOP OPERATION AT ANY DYE,BUT THE LATE OF MOW.p N/R OFFICIAL ACCEPTANCE O IM SYSTEM WILL BE UPON CONPLETKW Of/M PROJECT ANO SAISfACIORY 1 OKRMIERME WASTEWATER`ING UNC N�sS.ONE AOdnav TO VETT OF C900 PVC REd/NXYCNISNATER LINE SHA AS OIC RU BYLBE STO Irc4 I LW9Wl SA'WE 1- A OTOWRY 1.4. TEST RESULTS CENTERED ABOAE. AVM,OR COMACTE PMOWR=NW J. THE PASTING SYSTEM SNt0 REMAIN IN SERVICE UNTIL ME PROPOSED 5✓SIIS PUT RICE. I MF CONTRACTOR SHALL PROTECT IMC CxKING SYSTEM 0551 TT IS WAKEN OUT Or SERR SERVICE. LIZ= W. INC CONTRACTOR SHALL PURSERS ALL MArnvuL.LABOR AND COLPPMEM REJIRRFD TO INSTALL THE CONTRACTOR LAY BE REOWRED BY THE WATER ORISON INSPECTOR '✓Q �PDMM-STA 115 ATO PROPOSED SYSTEM INSTALL CENTERED.ANTS O DUCR,IRON PIPE AT WATERLINE ^•a••-•• + CROSSINGS O EXISTING WARD.,PROMO'MOWING. �W�� ~ u 1 YO S TESTING O LINES(STERILIZATION tN0 PRESSURED)SNHL BE DONE BY THE CONTRACTOR UNDER THE JjE 1:01 ••.. s SUPERESGI OF THE WATER CONTRACTOR WATER FOR FILLING/HE NEW WATER LINE AND PERFORMING TESTS ww Ct+•, ESPWF(u1"RAI B WILL BE FORTIONEDT TO THE CONTRACTOR BY RM Gln O CORPUS CHRCE.1101104CA A STANDARD WATER -- A•• II - a CONSTRUCTION METER CONNECTION. STANDARD WATER CONSTRUCTION MEIER AHD GAUGE WILL BE �!!�� PATO swrAct v.:♦:.:, 0. SUPPLED BY IM COY AFTER INE CONTRACTOR TMs PAD ALL APRKABIE FIG FOR TM WATER /— BAII uATM, War. CONSIMUCTION NETER. N.I.WATER°SCRAWL-MUST BE DECMORTATED N ACCORDANCE MIH INPCC W / i:��:�. S Q 0 WOES PEcuuncws. s"K"'1p` A�S♦ B mE CONTRACTOR SHALL RECOVER AND STOCK-PILE AT A LOCO,.DESIGNATED BP NE INTER MASON i� SEE•ORS MON �.�`�.�. F INSPECTOR.HL OPE HYDRANTS..VES.AND MOWS DNI ARE IAISCN our O SERNLE.ILI[SF ' '' hi; X41 �.�.ttatt.!� E ® ) MK INS MAY BE ma.BE IS THE CITY. THEKR.KL REAS NOT CLAMED BY IM ah MMM TO IAL T ►V��. 1. IREINSPECTION SHAL[BE dSPoSEo DE BY IM CONTRACTOR. a b9 NM /- 4 �Rl CONTRACTOR sN4l S HL COST ASSOCIATED WITH NATERLMF PUMAS(MAWR RESULT FROM I / �� da •� NT 0 TALLAGE GUSED BY ME CONTRACTOR) UPON COMPLETION OR PROJECTS. ALL INTER LINES SWILL BE l J �N'NETC DAME FREE O ALL PATCHES AND SPLICES. — B KL PHYSICAL TIES O THE PROPOSED SYSTEM WID ME GIS..WATERLINE SIMV BE RECONNECTED AND A�� MAO AOM BE MADE UNDER SUPERVISION O ME WATER PULSION OTEWSPECrOR.SE-D INC CONTRACTOR SHALL MARNSN ALL WATERL/NEM/NMILM/COlERREQUIREMENTS MAMMAS AND ALL EQUIPMENT THAI IS REOLNRCD 10 MANE RE-INS CITY WATER DIVISION CREWS WEL K P.-- MAKE MANE IMS ON CITY MAINS ARRANGED THROUGH WATER DNSCN MSPECIOR(11 NOG NOWEAG ). WI TO scHC N �� 10 9. ALL EXIS NG SEANCE CONNECTORS DED WTO INC CAMSONG WATERLINE 5.1./BE RECONNECTED BY TRK �� ' AND IN THE STREET SHALLe L HAVE A WJAI O x"O 2 CONTRACTOR,INCLUDING RECO...EXISTING PUNIER PETERS If SHALL BE IM CONTRACTOR'S SOLE I BE:1"u IOW SDBGRADC AT KL POWS AND b U RESPONSLBILDY IO NOTIFY AND CO?RMANIE WITH THE WATER DIMS.INSPECTOR SHO RECONNECTIONS/ HA COVER CLEARANCES IN ACCORDANCE NMI ME ALK DETAIL. A X ;:.7.2-":5711=21;?:... -W'AW 71 WP[f.N RELOGI..S IN ADVANCE O CONSTRUCTION TO MOM DELAYS.(NO SEPARATE COSTS) 1. ALL TRANSMISSON MANS(T1"DAYEMR R ABOVE)IN ME STREET • ,.rZ'MN.fU Arcs A rs DR V) U 10 WNW LENGTH OF DUCTILE MON PIE ADAM,TO FININGS WY BE REQUIRED AS DIRECTED BY THE SLMLL HAVE AB"O COVER AT ALL POINTS. ��p VJ[ y�' WIG dMON INSPECTOR BASED W CONOMOVt EMCOHNTEREO N THE MO nHc CONTRACTOR SHALL J. ALL MAWS NOT WOR THE STREET SMALL HAVE A NUAMUM O TYR..PIPE TRENCN/NG BEDDING ANO ! IfEl�Q D' i *1 Ai_L, USE DLP.45 DIRECTED AND SHAM BE PAD AT ENE uRD PRICE d0 EOR IM APROPAMIE STT ts'•O COVER AI AL POINTS. BACKFILL FOR WATERLINE �* �;3M1 IOU = WAMRIWNE. A MANOR LENGTH TN DEFINED AS A SINGLE LOCATION RCWMING THE USE O IAD JOINTS OR LESS NOT TO IT LADOR AONSIMCNTS IN THE LOCATIONS OR PITTINGS VALVES FIRE HTDR TS.ETC CAN BE ANTICIPATED. F ILOW�(C SCBErE MKEKMP ONM0 O S g ME cWTRACTOR SHALL LEAD SAO MANOR ADNSMENTS AS DIRECTM BY THE ENGINEER ANGOR WATER COWITIGOR WS OPO. WTO DIVISION INSPECTOR AT NO INCREASE OF CONTRACT PRICE. NATER DIVISIONDIVISIONNEL BE ROMEO PRKM TOOCTAL WTLWIG. AL `W m s[Lttr ?• E ALL CHANGES ti t 11. ALL TOPPLES BETWEEN FITTING AND VALVES HONG MAINS SHALL BE DUCTILE IRON GENERAL NOTES FOR BACKFILL V $ [[ $ IJ ALL DUCTILE MON PIPES VALVES.AND MATINGS SHALL BE WRAPPED WM(AS THICKNESSES O LI ALE RM-LEiI POL2TMn ENE AND SHALL BE RESTRAINED WRH RUST BL-.MCCHANN%L.GNI RESTRAINT OR ENGINEER TATTWMWG BR2K 6055 PI FWN�SW • F., COUPE AT ALL OI)NGS.CONCRETE THRUST BLOCKS SHALL BE PLACED BEHXNID ALL FILINGS Jarrow PIPE TN I]'ABOVE PIKj IORFMER iwW LR-ABOVE PAPEI 0..-;-. EXCEPT MERE LOCKING OR 51W/1 RUING ARE UTSIZED,UNLESS OTHERWISE SPECIFIED BY IM WATER IOMER. UNPAVED AREAS PAVED AREAS �h DATE p1'05/101 IA. ALLLDN(H SELOW,IND WAN WOOL WPM OFFS£I5 ARE TO BE dOAC NUN HPE ASSEMBLES LOCKED TWCEMEF BY RETAINER GLANDS DUCTILE rsLNMn CV WE FOWNW OF LLOW.RI E IRON BENDS SWILL BE UnIZLD PDR ANY CHANGES IN ALCNRNT OR GRADE TOPS. Io M1= rs f a wATEF LINE Hs TO BE ABANOOYEO.INE CONTRACTOR PULL F%t MM CONTROLLED LOW STRENGTH ['WL PROXIMO BY OhaAirvG IM Mar NW TANTON Oa WE ALL q� HN Wu NEU THE ` MATERIAL,LL91OLL-BRAND OR ENGINEER APPROVED CPVAL.WOES WILL BC RELAPSED OR TILLED AS a W`CRAWL OR M`I WM.n[vC U M1 D N -T REOUREO BY WATER W ASKS INSPECTOR Sr FRIT IP ROWS DEWS u5[ OR AM'LIMPS GROW It F.X.S Q kr 16 CONTRACTOR SHALL COORDINATE TAM WAICR pMSJDV INSPECTOR AND NOWT ALL wAZECTCD CUSTOMERS 21 WT[HH INR Ak2'1 TTOME WO P MW I0 M PAWED F i IF HOURS PRIOR TO MACRO OR EXISTING WATER SYSIEu.w AW[ AS.NNT EU. woc IOeut RP C«WAa POW PAWe STD WI.I9LIU * N INTER DISTRIBUTION SYSTEM s NDAADs CALL roe MAx u AD"COVER W WArcRLNEs WREN DEPTHSSe ly WW ON W sHYc L' 24 - o:;;y$y EXCEED N-COVER TO AVOID OBSTRUCTION/M USES O BENDS GOO BE REWIRED. SW-W AW� TMS P lOOSE HMS OF RRL BTSMAWR.TION NOT Q C VI IB. 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COLO NMI.GOO f .V.L `Q Q W = r !SIM",AND MTNr us,MP""° sr . en CM (v.a r• NOT PLACE BOLLARD w a San a i o a'o'= oar.ir As 220.2m/ BOLLARD DETAIL KM MOW NO 4 Dn E y IF rs NW Davi r':mu ar. a TO PROPERTY PLACED BENNO V7 2,7r r ROPERTY,Nrz. TYPICAL CONNECT/ONafETA/L ,* u 8 Z g OMR BOX saSM.. MY TO WALL C a Oh PMLFCI/ F d g mP 3 DATE: CONSTRoUCCTTIIONNLC10SET 36 .9 i. � r36 sheets J Engineer Estimate of Construction Costs �� HANSON 4501 Gollihar Road. Corpus Christi,TX 78411 for Repairs to Sewer Line Engineering I Planning I Allied Services 361-814-9900 Title: Park PID Date of Estimate: May 14,2019 Owner: IDV,LLC Hanson Engineer: Craig Thompson,P.E. Contact: Tim Harrington Hanson Contact: Address: 10375 Richmond Ave,Suite 1415 Address: 4501 Gollihar Road Houston,TX 77042 Corpus Christi,TX 78411 Phone: 832-500-5203 Phone: (361)814-9900 Email: tharrington@idvllc.net Email: cthompson(U7hanson-inc.com BASE BID A. Sanitary Sewer Repair ITEM NO. DESCRIPTION QUANTITY UNIT CONTRACT UNIT PRICE TOTAL COST 1 Labor and Equipment 1 LS $48,000.00 $48,000.00 2 Bedding Materials(gravel) 1 _ LS $18,750.00 $18,750.00 3 Camera(televise) 1 LS $6,000.00 $6,000.00 A. Sanitary Sewer Repair Subtotal: $72,750.00 Construction Costs: $72,750.00 Construction Costs at 110%: $80,025.00 'y�R,�s 01= rFX9 , • Digitally signed by /* : • *�, / v William J.Green,P.E. /* • DN:cn=William J. / Green,P.E., CRAIG B.THOMPSON J e �r�,� o=Development lr 8456 / Services,ou=City of �// Corpus Christi,Texas, Sa •••',y Q ;I� I email=billg@cctexas.c CEt`IS�. •G1 , om,c=US ,� SiONAL — Date: 2019.05.31 \ 11:03:39-05'00' \‘r�� EXHIBIT 3 CITY OF CORPUS CHRISTI DISCLOSURE OF INTERESTS City of Corpus Christi ordinance 17112, as amended, requires all persons or firms seeking to do business with the City to provide the following information. Every question must be answered. If the question is not applicable, answer with"NA". FIRST NAME: Hanson Professional Services, Inc. STREET: 4501 Gollihar Road CITY: Corpus Christi ZIP: 78411 FIRM IS: 141. Corporation ❑2. Partnership 03. Sole Owner 04. Association 05. Other DISCLOSURE QUESTIONS If additional space is necessary, please use the reverse side of this page or attach separate sheet. 1. State the names of each "employee" of the City of Corpus Christi having an "ownership interest"constituting 3% or more of the ownership in the above named"firm". Name Job Title and City Department(if known) None None None None 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Title None None None None 3. State the names of each "board member" of the City of Corpus Christi having an"ownership interest" constituting 3%or more of the ownership in the above named"firm". Name Board, Commission, or Committee Craig Thompson, P.E. Landmark Commission Wilfredo Rivera, Jr. Transportation Advisory Commission 4. State the names of each employee or officer of a "consultant" for the City of Corpus Christi who worked on any matter related to the subject of this contract and has an "ownership interest" constituting 35 or more of the ownership in the above named"firm". Name Consultant None None None None CERTIFICATE I certify that all information provided is true and correct as of the date of this statement, that I have not knowingly withheld disclosure of any information requested; and that supplemental statements will be promptly submitted to the City of Corpus Christi, Texas as changes occur. Certifying Person: Craig B.Thompson, P.E. Title: Project Manager k55'l%_,v►C G (' (Type or Print) 1 Si Signature of Certifying Person: fr Date: 3(Zell EXHIBIT 4 Nueces County Kara Sands Nueces County Clerk *VG-50-2019-2019023669* Instrument Number: 2019023669 Real Property Recordings AGREEMENT Recorded On: June 17, 2019 11:46 AM Number of Pages: 49 " Examined and Charged as Follows: " Total Recording: $199.00 ***********THIS PAGE IS PART OF THE INSTRUMENT*********** Any provision herein which restricts the Sale, Rental or use of the described REAL PROPERTY because of color or race is invalid and unenforceable under federal law. File Information: Record and Return To: Document Number: 2019023669 DEVELOPMENT SERVICES CITY OF CC Receipt Number: 20190617000095 2406 LEOPARD STREET Recorded Date/Time: June 17, 2019 11:46 AM User: Lourdes V CORPUS CHRISTI TX 78408 Station: CLERK07 � STATE OF TEXAS r�o�NTY cs,4 ,, 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 Lk/= Kara Sands vF NUE��s= Nueces County Clerk Nueces County, TXT