CITY OF CARLSBAD CARLSBAD, NEW MEXICO PLANNING AND ZONING COMMISSION

Transcription

1 CTY OF CARLSBAD CARLSBAD, NEW MEXCO PLANNNG AND ZONNG COMMSSON Monday, May 2, 2016, at 5:00 PM Municipal Building 101 N. Halagueno Street Planning Room (Second Floor) 1. Roll call of voting members and determination of quorum. 2. Approval of Agenda. 3. Approval of Minutes from the Meeting held April 4, Consider final plat approval for Copperstone Estates Subdivision. 5. Consider approval of a Conditional Use Permit at 1005 Production Ln. to allow employee housing, legally described as BEG E4 COR N 60 DEG 03'32"W ' TO POB, N 44 DEG 47'38"W ', N 27 DEG 03'16"E ', S 44 DEG 34'25"E ', S 27 DEG 24'11"W ' TO POB STC 1.95 AC M/L. 6. Consider approval of a Conditional Use Permit at 5204 Brooks Dr. to allow employee housing, legally described as Tract D1, Danny/James Stafford Tracts Replat of Tract D. 7. Consider approval of a Conditional Use Permit at 5210 Brooks Dr. to allow employee housing, legally described as Tract D1, Danny/James Stafford Tracts Replat of Tract D. 8. Private road naming for Hackberry View Estates Subdivision. 9. Discussion and Consideration of a recommendation regarding the City of Carlsbad Long Range Transportation Plan. 10. Discussion and Consideration of a recommendation regarding proposed Amendments to Chapter 56 of the Carlsbad Code of Ordinances (Zoning Ordinance). 11. Report regarding Summary Review Subdivisions. 12. Adjourn. f you require hearing interpreters, language interpreters, auxiliary aids in order to attend and participate in the above meeting, please contact the City Administrator's offices at (575) at least 48 hours prior to the scheduled meeting. 1

2 Agenda tem #1: Roll Call of Voting Members and determination of Quorum 2

3 Agenda tem #2: Approval of Agenda 3

4 Agenda tem #3: Approval of Minutes from Previous Meeting 4

5 CTY OF CARLSBAD AGENDA BREFNG MEMORANDUM PLANNNG AND ZONNG COMMSSON Meeting Date: 5/2/16 DEPARTMENT: Planning, Engineering & Regulation BY: Jeff Patterson, Planning Director DATE: 4/21/16 SUBJECT: Approval of a Final Plat for Copperstone Estates Subdivision, zoned PUD, is requested in order to create 76 new property parcels, installation of Aspen Court, Chitalpa Court, Redwood Loop, Teak Lane, Mahogany Avenue, and Palo Verde Loop, along with the installation of all the required utility infrastructure that were approved with the Preliminary Plat, in accordance with Code of Ordinances, Chapter 47. The final plat generally conforms to the approved preliminary plat. Applicant/Property Owner: Carlsbad Properties LLC 1401 Don Roser, Ste. 82 Las Cruces, NM SYNOPSS and HSTORY: A preliminary plat for Copperstone Estates Subdivision and final PUD plan were approved at the November, 2015 Planning and Zoning Commission meeting. The final PUD plan stated that there would be 72 new lots created with 25 front setbacks, 5 side setbacks 10 secondary street front setbacks, and 10 rear setbacks. There would also be 4 sidewalks installed, 37 of pavement, curb and gutter installed within 50 street ROW, and water and sanitary sewer installed to City specifications. Since approval, the applicant has agreed to and signed a Development Agreement with the City, and proceeded to prepare for the installation of this development. As it currently stands, the applicant has yet to begin the installation. Due to business concerns and the need to sell lots, the applicant has agreed to provide the City with a Letter of Credit to cover the costs of installation for the entirety of the project. The applicant now asks that the Planning and Zoning Commission consider signing his Final Plat of this development, which will allow the applicant to begin selling lots in this development. ncluded in this packet are the Construction Plans for Copperstone Estates Subdivision, a copy of the Letter of Credit provided by the applicant, and a copy of the Final Plat. The Final Plat will create 76 new parcels, 70 new single family lots to be developed and 6 parcels (Tracts B, C, D, F, & G) to be dedicated to the City. The setbacks on the Final Plat are as follows: 20 front setbacks, 10 secondary street front setbacks, 5 side setbacks, and 15 rear setbacks. The pavement, curb and gutter, and sidewalk dimensions remain consistent from the preliminary plans. The applicant has met with the City s Utilities and Public Works Departments in an effort to address any issues or suggestions those departments raised concerning the construction plans. The applicant has made any and all changes to comply with those requests made by the City. MPACT: (SAFETY AND WELFARE/FNANCAL/PERSONNEL/NFRASTRUCTURE/ETC.): Approval of this request will allow for the creation of 70 new single family residential lots and 6 tracts within the City and will continue to expand the City s infrastructure. The request furthers Comprehensive Plan goals and policies: Chapter 3: Land Use Goal 1: The City of Carlsbad will adopt policies to support the nfill/redevelopment Land Use Scenario. Goal 2: The City of Carlsbad will make efficient use of government resources through well-planned land use decisions. Goal 3: The City of Carlsbad will cooperate with Eddy County to influence and shape development in the county that is adjacent to the city s border. Goal 4: The City of Carlsbad will strive to create an aesthetically pleasing built environment. Goal 5: The City of Carlsbad will ensure that land use does not negatively impact the city s environmental resources. Chapter 4: Housing Goal 1: Carlsbad will continue to encourage the development and redevelopment of housing in appropriate 5

6 locations and at appropriate densities in order to provide a range of housing choices that meets the needs of current and future Carlsbad residents. Goal 2: Carlsbad will ensure that local housing protects the health, safety, and welfare of residents and their neighbors. Chapter 5: Economic Development Goal 1: Enable the development of needed affordable and market rate housing in Carlsbad so that future employees and residents have places to live. Goal 6: Support the efforts and expansion of existing major industries, such as potash mining, oil and gas drilling, and nuclear waste disposal. PLANNNG STAFF RECOMMENDATON: Based on department recommendations and analysis, planning staff recommends approval of the final plat based on the following conditions: 1. The applicant shall provide the City with a tentative schedule for construction. 2. The City will perform a final walkthrough after installation of the development and proposed public infrastructure is complete, and all infrastructure being dedicated to public use will need to be inspected and accepted by the necessary City Depts. before dedication is accepted. 3. The City s Public nfrastructure nspector will need access to the construction site to monitor the installation of all proposed public infrastructure. DEPARTMENT RECOMMENDATON (please check): Approval Denial n/a Approval Denial n/a Public Works X Plng., Eng. & Reg. Dept: Fire Department X Code Enforcement Division X Legal Department X Engineering Division X Police Department X Planning Division X/cond Utilities Department X Building & Regulation Division X Culture & Rec. Dept. X Carlsbad rrigation District X DEPARTMENT COMMENTS: Public Works: no comments Utilities Department: no comments Building Department: no comments Fire Department: no comments Code Enforcement: no comments Legal Department: no comments Planning Division: see comments above. Engineering Division: no comments Police Department: no comments Culture and Recreation Dept: no comments Carlsbad rrigation District: have spoken with the developers about this property and its encroachment on a CD easement on the south side of the property. Although a verbal agreement has been discussed CD will not endorse this development until a written agreement is in place with the developers. ATTACHMENTS: Application materials, final plat, construction plans, Letter of Credit, PUD Development Agreement. 6

7 April22, 2016 City of Carlsbad Community Development Department Carlsbad, New Mexico RE: Copperstone Estates Subdivision To Whom t May Concern: Please be advised, Citizens Dank of Las Cruces has established a hold in favor of the City of Carlsbad. Funds totaling exactly one-million and two-hundred thousand dollars $1,200,000 will be held in accounts at Citizens Bank. The funds will be held in favor of the City of Carlsbad to ensure the completion of Copperstone Estates Subdivision Carlsbad. New Mexico. Development includes costs associated with water, sewer, street paving, grading and drainage and improvements related to approximately twenty acres (19.95±) to be developed into seventy (70) single family home sites. Any request to draw on the funds held in the various accounts related to the performance and development of Coppcrstone Estates Dlock 1, Lots 1-12; Block 2, Lots 1 23; Block 3, Lots 1 14; Block 4, Lots 1 8; and Block 5, Lots 1 13 must be accompanied by the following: 1. Certified copies of unpaid delinquent invoices, or liens filed from mechanics and/or material men for work performed: and or 2. Your sworn statement and engineer's certification that the work was not performed in accordance with the plans and specifications and the City of Carlsbad Subdivision Code; andjor; 3. Your sworn statement that a phase of construction has been successfully completed and accepted by the city and that certain funds should be disbursed to the contractor accompanied by written notification of acceptance by the City of Carlsbad. This will also require certified copies of unpaid delinquent invoices. The commitment to the City of Carlsbad shall mature April 30, Sin~.. c- \ Executive Vice Presid nt Acceptance: David Parmeter City of Carlsbad by its: FAX P. O. SOX LAS CRUCES, NM MEMBER FDC

8 AGREEMENT BETWEEN THE CTY OF CARLSBAD AND CARLSBAD PROPERTES, LLC. FOR THE CONSTRUCTON OF CRESTLNE SUBDVSON, A /-ACRE MASTER PLANNED COMMUNTY, ZONED PLANNED UNT DEVELOPMENT (PUD) THS AGREEMENT is entered into at Carlsbad, New Mexico, this 3rd day of November, 2015 by and between the CTY OF CARLSBAD, New Mexico, a municipal corporation, hereinafter referred to as "City," and Carlsbad Properties, LLC., a corporation incorporated in the State ofnew Mexico, hereinafter referred to as "Developer" WHEREAS, on July 14, 2015, the City approved a change of zoning from "R-2" Residential District to Planned Unit Development (PUD) for an approximately /- acre area, located south of West Cherry Lane between Callaway Drive and Sandy Lane, hereinafter referred to as the "Subject Site"~ and WHEREAS, the City's Zoning Ordinance, Section ), requires Developer to provide a Concept Plan concurrent with a zoning change request or establishment of PUD zoning~ and WHEREAS, in conjunction with approval of PUD zoning, the City approved a Concept Plan, which indicated future development of the area with residential uses and public infrastructure in accordance with: 1. The development standards described on the concept plan; and 2. Code of Ordinances- Chapter 4 7, also known as the Subdivision Ordinance,; and 3. The City's nfrastructure Specification document; and 4. The City's current building, mechanical, electrical, fire and other construction codes. WHEREAS, the City's Zoning Ordinance, Section ), requires Developer and City to enter into a Development Agreement, hereinafter referred to as "Agreement"; and WHEREAS, this document and attached Exhibits is the Development Agreement~ and WHEREAS, on November 2,2015, the Developer submitted to the City a Final PUD Plan, as required by Section (j), which generally adheres to the Concept Plan approved by the City and addresses any conditions of approval imposed by the City; and WHEREAS, the Final PUD Plan, identified areas for the development of single-family residential uses and public infrastructure; and WHEREAS, the Developer also submitted a Preliminary Plat and Construction Drawings for the subdivision of the property, pursuant to Code of Ordinances, Chapter Subdivision 1 8

9 Ordinance; and WHEREAS, the Final PUD Plan, Preliminary Plat and Construction Drawings address all of the conditions of approval and meet the minimum City requirements; and WHEREAS, the Developer agrees to proceed with development as described in the Final PUD Plan and Construction Drawings and agrees pay for any costs incurred for such development prior to approval of a Final Plat, pursuant to Code of Ordinances, Chapter 4 7; and WHEREAS the City's approval of a Final Plat will be contingent upon the successful installation of all water and sewer utilities, streets and drainage infrastructure and acceptance of any public infrastructure by the City; and WHEREAS, prior to the issuance of a building permit for any building or structure in this PUD, proof of filing of the Final Plat, the maintenance and homeowners association agreements and covenants and restrictions, shall be provide to the City. NOW THEREFORE, the parties, in consideration of the mutual covenants and agreements herein contained, agree as follows: 1. Term. The right to develop in accordance with an approved Final PUD plan shall lapse and be of no further effect if all development shown on the approved Final PUD Plan is not completed within five years of the approval date. f approval lapses, the Planning Director may initiate action to rezone the property to Residential 2 (R-2), or if R-2 no longer exists, than the zoning as determined by the City to be the most similar to R-2. The term of this agreement shall begin on the date this Agreement is fully executed by both parties and shall terminate on the earlier of either the date that the construction as-built drawings are approved by the City or five (5) years. 2 No Third Party Beneficiaries. Nothing in this Agreement, express or implied, is intended to or shall confer upon anyone, other than the parties to this Agreement, any right, benefit, or remedy of any nature whatsoever under or by reason of this Agreement. 3. Force Majeure. The City shall not be responsible for or liable to Developer for any loss, claim, or damage due to force majeure, acts of God, strikes, lockouts or industrial disturbances, civil disturbances, arrests and restraints, interruptions by government or court orders, present and future valid orders of any regulatory body having proper jurisdiction, acts of the public enemy, wars, riots, blockades, insurrections, inability to secure labor or materials, including inability to secure materials as a result of allocations promulgated by authorized governmental agencies, epidemics, landslides, lightning, earthquakes, fires, storms, floods, washouts, explosions, breakage or accident to machinery or equipment, or any other cause, 2 9

10 whether of the kind herein enumerated or otherwise, not reasonably within the control of the City. 4. Termination. A. By Developer. Prior to commencement of site grading, the Developer may terminate this Agreement without cause by providing the City with written notice of its intention to terminate this Agreement. After commencement of site grading, Developer may not terminate this Agreement. B. By the City. This Agreement and the right to develop in accordance with the approved Final PUD Plan shall lapse and be of no further effect if all development shown on the approved Final PUD Plan is not completed within five years of the approval date. The City's Planning Director shall provide Developer with written notice ofthe lapse at least ten (10) days prior to the termination date. f approval lapses, the Planning Director may initiate action to rezone the property to Residential (R-2), or ifr-2 no longer exists, than the zoning as determined by the City to be the most similar to R Entiretv of AKreement; Modifications. This Agreement incorporates all the agreements, covenants, and understandings between the parties hereto concerning the subject matter hereof, and all such covenants, agreements, and understandings have been merged into this written Agreement. No prior or contemporaneous agreement or understanding, verbal or otherwise, of the parties or their agents shall be valid or enforceable unless embodied in this Agreement. The parties expressly waive any other or further representations, warranties, or agreements not set forth in this document. Neither this Agreement nor any provisions hereof may be waived, modified, amended, discharged or terminated except by an instrument in writing executed with the same formality as with this Agreement and then only to the extent set forth in such instrument 6. Notjces. All notices permitted or required by the terms of this Agreement shall be in writing and be deemed to have been duly given and delivered, if mailed, certified postage prepaid: fto City: City of Carlsbad C/o City Administrator PO Box 1569 Carlsbad, NM f to Developer: Carlsbad Properties, LLC. c/o David Parmeter 1401 S. Don Roser, Ste. B Las Cruces, NM The parties shall notify each other in writing of any change in the above information. 7. Limits of Authoritv. Developer agrees not to purport to bind the City, unless Developer has express written authority to do so, and then only within the strict limits 3 10

11 of that authority. 8. ARBTRATON. SHOULD ANY DSPUTE ARSE BETWEEN THE PARTES N CONNECTON WTH THE AGREEMENT AND F SUCH DSPUTE CANNOT BE RESOLVED BY DSCUSSON BETWEEN THE PARTES, THE PARTES AGREE TO SUBMT THE UNRESOLVED DSPUTE TO BNDNG ARBTRATON N LEU OF LTGATON. SUCH ARBTRATON SHALL BE HELD N ACCORDANCE WTH THE PROCEDURES AND RULES OF THE AMERCAN ARBTRATON ASSOCATON. 9. New Mexico Law and Venue. The parties agree this Agreement shall be construed and controlled by the laws of the state of New Mexico. The parties further agree that litigation, if any, arising out of this Agreement shall be brought in the District Court of Eddy County, New Mexico for the Fifth Judicial District. The parties expressly consent to both in person and subject matter jurisdiction of the Eddy County District Court and agree that venue shall properly lie in the Eddy County, New Mexico District Court. 10. Severability. To the extent possible, each provision of this Agreement shall be interpreted in such manner as to be effective and valid under applicable law, but if any provision of this Agreement shall be prohibited by, or held to be invalid under applicable law, such provision shall be ineffective solely to the extent of such prohibition or invalidity, and this shall not invalidate the remainder of such provision or any other provision of this Agreement. 11. Cantions. The captions of any articles, paragraphs, or sections hereof are made for convenience only and shall not control or affect the meaning or construction of any of the provisions thereof. 12 Exhibits. Any instrument or document made and attached to this Agreement shall constitute a part hereof as though set forth in full in the body of this Agreement, whether made a part hereof by reference or whether made a part hereof by attachment. CTY OF CARLSBAD: 4 11

12 Carlsbad Properties, LLC. STATE OF NEW MEXCO ) ) ss. COUNTY OF EDDY ) 5 12

13 EXHBTS 1. Copy of Approved Final PUD Plan 2. Copy of Approved Construction Drawings 3. Copy of Approved Preliminary Plat 6 13

14 VSON BEGNNNG AT THE EASTERLY CORN OF COPPERSTONE UMMARY PLAT N0.2, FLED N CABNET 5, SLDE 506-1; THEN SOO"OO'OO"E, ALONG THE EASTERL LNE OF SAD COPP. RSTONE N0.2 FOR FEET; THEN N90"00'00"E, FOR FEET; THEN THRU A CURVE TO THE L FEET (R=25 0 FEET), WTH A CHORD THAT BEARS S61"34'10"E FOR FEET; THEN THRU A SECOND CURVE 0 THE LEFT ET (R=50.00 FEET), WTH A CHORD THAT BEARS S29"03'10"E FOR FEET; THEN S61"39'42"E FOR FEET; THEN S '36'26"W FOR FERET; THEN S30"03'42"W FOR FEET; THEN S48'25'24"W FOR Fi T; THEN S34'42"52n OR FEET; THEN N55'58'3rW FOR FEET; THEN S35'24'38"W FOR FEET; THEN 5"58'37"W FOR 20. FE THEN S35"24'38"W FOR FEET, TO THE NORTH LNE OF RVERSDE COUNTRY CL SUBDVSON; S55"26' "E, ALONG SAD SUBDVSON; THEN S87"50'26"E, CONTNUNG ALONG SAD NORTH LNE, FO FEET; EN S79"17'18"E, CONTNUNG ALONG SAD NORTH LNE FOR FEET; THEN N00"17'58"E FOR FEET; N00'02'33"E FEET. TO THE PROJECTED SOUTH LNE OF COPPERSTONE SUMMARY PLAT N0.4; THEN 89'49'43", ALONG THE SAD PROJEC D LNE, FOR FEET; THEN N00"02'33"E, ALONG THE WEST LNE OF CALLED UMMA PLAT N0.4 FOR FEET. THE SOUTH LNE OF CHERRY LANE PARK; THEN N89'54'33"W, ALONG SAD S TH RK LNE FOR FEET; THEN N2B' 4'33nW, ALONG SAD PARK, FOR FEET; THEN N61'03'33"E, ALONG SAD FOR FEET, TO THE WEST LNE OF ST CHERRY LANE ROAD, ALSO THE EAST LNE OF CALLED TRACT A; EN N56'24'00"W, ALONG SAD LNE FOR Fi T, BACK TO THE PONT OF BEGNNNG. CONTANNG ±25.15 ACRES M E OR LESS. AND TOGETH WTH A 60 FOOT WDE ACCESS AND UTLTY RGHT-OF WAY ALONG THE EAST LNE OF T CHERRY LANE LNE ADJUSTMENT SHOWN HEREON, WHC EASEMENT LES EAST OF THE URVEY LNE DESCRBED AS FOLLOWS: BEGNNNG AT THE N RSECTON PONT OF THE SQ TH LNE OF COPPERSTONE SUMMARY PLAT N0.4 AND SAD Ll E ADJUSTMENT; THEN 0'02'33"E, ALONG THE EAST LNE OF SAD LNE ADJUSTMENT OF THS EASEMENT, WHCH P[ONT LES ON THE SOUTH LNE OF COPPER STONE SUMMARY PLAT N0.3 PHASE 3 (CABNET 5, SLDE 522-1) R FEET TO THE END RESTLNE SUBDVSON. N9o oo oo"e ' CH=S61.34'1 O"E L=24.81' R=25.00' CL=23.80' CH=S29.03'1 O"E L= ' R=50.00' CL=88.46' COPPERSTONE SUMMARY PLAT N0.2 PHASE 2 (CABNET 5, SLDE 506-1) 30' SPS EASEMENT APPROVAL BY THE CTY COUNCL x l""lt-1 Lxr ~ L;51 1 l ~ 1 THS S TO CERTFY THAT THS "CRESTLNE SUBDVSON" ~ HAS BEEN EXAMNED AND APPROVED BY THE CTY COUNCL OF THE CTY OF CARLSBAD, COUNTY OF EDDY. STATE OF 1-1 NEW MEXCO, DURNG A REGULARLY SCHEDULED MEETNG ~ HELD ON lin CHERRY LANE PARK THS DAY OF ~ MAYOR 20_. TRACT A CARLSBAD PROPERTES LLC, 873/132 CTY CLERK LOT 3 ±0.26 A OPPERSTONE SUMMAR,. PLAT N0.4 o~~~- TRACT 1 t:qf~ :,, m 0 N "' LOT 1 ±0.18 A N89'57'27"W ' LOT 8 b 0 ±0.15 A 0 "' LOT 7 w... "' 0 ') b 0 "'. ') ') L() "' '-" 0 p b LOT 11 c.. 0 ±0.15 A "' ±0.15 A z 0 _J ' z b w b... c.. ±0.26 A Vl 0... <( "' "' LOT ' 63.51' 70.10' --X------&89 /~AT 5 l PE1ROL UM EASEMENT // 451/ / / /188, 453/ /192 ;? WELL 2 LNf (CABNET 6, SLDE 53-1) f.f } '43"E 60.00' 0 0 ' ~}! ~<>),r;j' tj(;; ~Qt$' ~# ''( ( TRACT A CARLSBAD PROPERTES LLC, 873/132 LEGEND CORNER FOUN.O AS NOTE.O SET #4 REBAR, CAP OVERHEA.O ---QE----0[- ELECTRC LNE ' w YATER LNE ----G-----(l-- CAS LNE \ \ ---X- FENCE LNE ' ---ss----ss--- SEYER LNE LAN.O LNE CENTERJNE OF A c...0..dtch NEY ~ OL.D EASEMENTS A COMBNED FACTOR OF S FOR THS SURVEY. 3. AREAS AND DSTANCES ARE SURFACE MEASUREMENTS. THE MEASUREMENTS MADE HEREON ARE N THE US SURVEY FOOT. LOT 23 ±0.27 A CO:f:.oRff.f / / '»"'»"''»"'» BO/... WATER WELL C ALL MEASUREMENTS WERE MADE ON JUNE 31, NOTES AND OBSERVATONS: 1. WATER, SEWER, GAS, AND ELECTRC ARE AVALABLE AROUND THE PROPERTY. 2. THERE ARE NO SDEWALKS AROUND THE SUBJECT PROPERTY. 3. THERE S ASPHALT ONLY N CHERRY LANE, THERE S CURB N THE PARKNG LOT OF THE APARTMENTS AND AROUND COPPERSTONE SUMMARY PLAT N BULDNG SETBACKS ARE AS PER PUD REQUREMENTS: FRONT-25 FEET SECONDARY STREET FRONT-10 FEET SDE - 5 FEET REAR - 10 FEET 5. THE SUBJECT PROPERTY LES N FLOOD ZONE X, WHERE AREAS ARE DETERMNED TO LE OUTSDE THE 0.20% ANNUAL CHANCE FLOODPLAN. ACCORDNG TO THE FRM 35015C1055 D, WTH AN EFFECTVE DATE OF JUNE 4, THERE ARE NO LOTS BENG DEDCATED FOR PUBLC USE, SUCH AS PARKS, SCHOOLS, CHURCHES, OR NDUSTRY. 7. THS SUBDVSON HAS 72 LOTS LAD OUT NTO BLOCKS. APPROVAL BY THE CTY PLANNNG COMMSSON THS S TO CERTFY THAT THS "CRESTLNE SUBQV/SQN" HAS BEEN EXAMNED AND APPROVED BY THE CTY PLANNNG COMMSSON OF THE CTY OF CARLSBAD, COUNTY OF EDDY, STATE OF NEW MEXCO, DURNG A REGULARLY SCHEDULED MEETNG HELD ON THS DAY OF ~ 20~ CHARMAN SECRETARY CARLSBAD PROPERTES, LLC DAVD PARMETER, SGNEE FOR CARLSBAD PROPERTES, LLC OWNERS STATEMENT AND AFFDAVT STATE OF COUNTY OF ; ss THE ABOVE SGNED BENG FRST DULY SWORN ON OATH. STATE: AS THE OWNERS AND PROPRETORS WE HAVE OF OUR OWN FREE WLL AND CONSENT CAUSED THS PLAT WTH TS LOTS AND BLOCKS, STREET DEDCATONS, EASEMENTS, AND ACCESS AND UTLTY RGHT OF WAYS TO BE PLATTED. LES WTHN THE PLATTNG JURSDCTON OF: CTY OF CARLSBAD THE PROPERTY DESCRBED ON THS PLAT SUBSCRBED, SWORN TO AND ACKNOWLEDGED BEFORE ME DAY OF, 20 THS BY~==~~~~====~stGNEE FOR CAiiLSW) PROPfRTES, LLC NOTARY PUBLC ASPEN LOOP (50') oiiiiiiiiiiiiiiiiiiiiiiiiiiiiii~wo 20~0iiiiiiiiiiiiiiiiiiiiiiiiiiiiii3~0~ Scale 1 " = 1 00'.. THAT THS SURVEY S TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELEF. THS SURVEY AND PLAT MEET THE MNMUM STANDARDS FOR SURVEYNG N NEW MEXCO. MELVN R. PYEATT, JR., 42.3 W. GREENE ST. SUTE 1, CARLSBAD, N.M., 88220, CERTFCATE NO , TEL , FAX R&R SURVEYNC LLC A LAND SURVEYNG COMPANY NDEXNG NFO. FOR CO. CLERK STATE OF NEW MEXCO, COUNTY OF EDDY, HERE BY CERTFY THAT THS NSTRUMENT WAS FLED SUBDVSON: FOR RECORD ON THE DAY OF, 20 A.D. OWNER: AT O'CLOCK.M. CTY: COUNTY: CABNET SLDE ---~ STATE: ROBN VAN NA TA-COUNTY CLERK DATE: ACCESS: BY DEPUTY AREA: 14

15 CTY OF CARLSBAD Planning, Engineering, and Regulation Department 114 S. Halagueno (PO Box 1569) Carlsbad, N M Phone (575) , Fax (575) APPLCATON FOR SUBDVSON APPROVAL (SEE l\u 1! C!Pr\L CODE CAPTER 47- SUBDVS!Ot' REGULATONS for PLAT REQU REl\Et'TS) PROCESS FOR ACCE PTANCE AND REVE W O F PLANNN G AND ZONNG COMMSSON MATTERS. The Planning and Zoning Commission's regularly scheduled meetings are on the FRST MOND AY OF THE MONTH. Applicant should obtain an Application Packet for the particular type of request (Zone Change, Subdivision, Variance, Annexation, Special Property Use, etc.) from the City of Carlsbad (Planning, Engineering, and Regulation Office). 2. \Xith the exception of Summary Reviews, Applicant must submit a completed Application to th e " Planning, Engineerin g. and Regulation" Office on, or before, the FRST FRDAY OF THE MONTH prior to the d esired Commission m eeting. (As per Section N MSA 1978 and Chapter 47 Code o f O rclinances, Summary Reviews may be submitted at any time.) The minimum application packet submittal is one (1) copy of the Application with originaj signatures and all required supporting documents. f desi red, a letter of explanation or clarification may also be provided. The required non-refu ndable application fee is due with submittal of the application. The desired maximum size for all documents is 11 "x17". O ne original plat and three copies are required. However, if the applicant wishes to support his or her application with larger size docum ents, an original on and fifteen (15) copies need to be provided. (For Summary Review-an original and three (3) copies are required.) Separate arrangements for copying these large documents may be possible, but will incur additional costs. Plats must be signed in permanent black ink. 3. The Planning, Engineering, and Regulation Office will give the Application an initial cursory review. f deficiencies or questions are noted, the Applicant will be advised and pro\ ided an opportunity to supplement the Application. f the Applicant fails to complete and resubmit the application prior to the above deadline, the matter will not be heard until the next subsequent Commission meeting. The original application fee will be retained and will suffice for the specific original application for a period of four months from the date of the original application. 4. Applications appearing complete will be set for fu ll evaluation by City Staff prior to the Commission meeting. The purpose of this evaluation is to develop and provide a full briefing report for the Commission. Applicants will be advised of deficiencies noted during this re, iew and will be afforded opportunity to supplement their application during d1eir presentation to the Commission, if they so desire. 15

16 APPLCATON FOR SUBDVSON APPROVAL (SE ~MllNlClPAL C DE Cl- L\PTER 47- STJBDJVSON REGU i\110ns FOR PLATRE(J lrei\f ~ n ) Applicati< n Date: 2-:2- A-t?P.-il- (...O Go Application T)1J and f~e: D Sketch Pbt no feej D Prelimjnary Piar 1...,. lot:;: $150.0 $2.0 / lot; + lors: S S3.0 )/ lot,. -fin:\ Pia no fee) 0 Summary Rc\ iew* ($50.00) ) ~- tp' )... l.,1 APR :\!>DRESS Lc.. 1)<l 0/1 lty "JAT ~ ZP CTY ZP PH O~E ~~ \LL PHO~ E E:\AH. Lo catr. n ot - r h e proper()' l >emg. su bd 1\' ~ l<. ' l c d : (o~(?~~~ p,~ F-~rA.#et...,_,.._,_,,,..r (,J.,.,.liv ~...n '_.:...; "l" :_t.;";;:_,:,_c,..,.._~'f-~"- ~-"-'-'~'-'-'-;: ---- s the propeny: []( \X irhin 1 he City f Carlsba l Zoning D i. trict 0 R-R 0 R-1 0 \ 2 0 C-1 0 C-2 0 l l!lpl'd 0 utsidc the City Limir but within the City Planning and Plarringjucisdicti n - -?\fjh: Radius) Exis iog se of the Propcrt ': V_A...;;,_;(...;...A;._;,_; tf"'r:., ; _ --' Pr pos d Use f the Property: _...:::S;;...6..;:;; ;._'C...; h_a~fl'\-..:..:.(_l...,'(_ffl...:_t:=js!:.!lt)eu;...;::..:...ui-!.f,.!.:/lf~/...;. ~ The Carlsbad Code of Ordinances Chapter 47 - Subdivision Regulations and Section et. seq. NMSA 1978, regulate the subdivision of land. As the property owner, understand that all required information must be provided in accor:dance with these re~:,"lllations and that the construction of certain public improvements may be required as a condition of plat approval. f these improvements arc not already in place and accepted by the City, the applicant must attach a financial guarantee, subject to appr:ovru by the City, that these improvements "ill be completed within 1 (one) calendar yeu: after the date of this application or request a variance by the City Council of the applicublc subdivision cegulation(s). The justification required for this variance is summarized on the reverse side of thls page and must be reviewed by the Planning and Zonino- Commission prioc to submitt ll to the Cit. Council. 16

17 DOCUMENTATON TO BE SEALED BY A REGSTERED LAND SURVEYOR OR PROFESSONAL ENGNEER, AS APPLCABLE, AND SUBMTTED WTH THS APPLCATON: li[ 1\ plat of the proper ')' to be subdivided prepared in confomm1cc with Chapter 47 of the Carlsbad Code of O rdinances and applicable New iv!exico Surveying Law. 0 t\ scaled drawing locating all existing structures, water and sewer service lines, and other utilities on or serving the properry with accurate dimensions from au existing srrucrutes to all properry lines. The drawing is not required if the properry is vacant or otherwise undeveloped. 12(.1 Construction plam defining and illustrating the design and consrn1ccion requirements for all public improvements required by Chapter 47 of the Carlsbad Code of O rdinances and subject w approval and acceptance by the City (nor required for summary review). 1Z1 lf applicable, detailed Estimates of Consmtction Costs for the proposed infrastructure improvements suirable for the preparation of the performance bond typically submitted as rhe fin:tncial guarantee that the infmstructure will be completed (not required for summary review). *LMTATON ON THE USE OF SUMMARY REVEW PROCESS (AS PER SECTON J.20 8 NMSA 1978 AND CHAPTER -17 CODE OF ORDNANCES) Subdivisions submitted for re\>iew under this process shau comply with applicable subdi\;sion regulations and arc limited ro: 1. Subdivisions of not more than two parcels of land; 2. Re subdivisions, where the combination or recombination of portions of previously planted lots does nor increase the total number of lots; 3. Subdh;sion of t\\ o or more parcels of land in areas zoned for industrial use. 4. O ne per parcel of land per year as calcularcd from approval date. VARANCES (AS PER CHAPTER 47 SEC CODE OF ORDNANCES) \Xhem:ver, in the opinion of the board of appeals, the strict application of the requirements contained in this chapter would result in extreme pmctical difficulties or undue misuse of property, the board may modify such requirements as are necessary so that rhe subdivider is :tllowed to develop his/her properry in a reasonable manner pro, iding rhar the public interests of the community and its citizens are protected and rhe general intent and spirit of rhese regula1ions arc preseryed. The board shall grant such a variance or modification only upon determinacion that: 1. The variance will not be detrimental to the public health, safety and general welfare of the community; and 2. The \ ariance will nor adversely affect the reasonable development of adjacent property; and 3. The variance is justified because of ropographic or other special conditions unique co the properry im oh ed in contradistinction to mere inconvenience or financial disadvantage; and 4. The variance is consistent with the objectives Qf this chapter and will nor have the effect of nullifying the intent or purpose of this chapter or the comprehensive plan; and 5. The variance has been sho" n to be in the best int e re~t of the general public and nor only of interest ro rhe developer. land owner or other imeresred parry; and 6 The hardship must not be pecuniary and must be a direct result of the land location, 10pognphy or other characteristic; and 7 \'(/here a varim1ce is requested from the required provision of sidewalks, and ADA compli:tnt, alternative route to the nearest bus stop or school is required. lf an alternative rome cannot be pro\ ided, a variance shall not be approved. 17

18 COPPERSTONE ESTATES SUBDVSON A SUBDVSON OF PART OF TRACT A OF COPPERSTONE SUMMARY PLAT N0.3, FLED CABNET 5, SLDE OF THE MAPPNG RECORDS FOR EDDY COUNTY, N WHCH THS SUBDVSON HAS A PERMETER DESCRPTON DESCRBED AS FOLLOWS: ~~~~~~!~~.,tat THE EASTERLY CORNER OF COPPERSTONE SUMMARY PLAT N0.2, FLED N CABNET 5, SUD 506-1; THEN ~~ ALONG THE EASTERLY UN OF SAD COPPERSTONE N0.2 FOR FEET; THEN N9D"OD'OO"E, FOR FEET; THRU A CURVE TO THE LEFT FEET (R=25.00 FEET), 'TH A CHORD THAT BEARS S61'34'10" FOR 23.8D FEET; THRU A SECOND CURVE TO THE LEFT D8.56 FEET (R=50.00 FEET), 'TH A CHORD THAT BEARS S29"03'1D" FOR THEN S61'39'42"E FOR FEET; THEN 536'36'26"W FOR 239.D5 FEET; THEN S3D'D3'42"W FOR FEET; THEN S ~~25':24''W FOR FEET; THEN S3477"22"W FOR FEET; THEN N55"58'3/W FOR FEET; THEN S3574'38"W FEET; THEN S55"58'37"W FOR 2D.DD FEET; THEN 53574'3B"W FOR FEET, TO THE NORTH UN OF RVERSDE fyn1ry CLUB SUBDVSON; THEN S5576'14", ALONG SAD SUBDVSON; THEN S87"5D'26"E, CONTNUNG ALONG SAD NORTH FOR 292.6D FEET; THEN S7917'18"E, CON7TNUNG ALONG SAD NORTH UN FOR FEET; THEN N001r58"E FOR ~~~~~~ ~FEET;:~;; THEN NDD'DD'49"E FEET. TO THE SOUTH UN OF WE"ST CHERRY LANE UN ADJUSTMENT; THEN h ALONG SAD SOUTH UN, FOR FEET (N89"5r'2tW '), TO THE WEST UN OF CALLED UN A 1JU:SThfENT; THEN N00"02'33"E, ALONG SAJD WEST UN, FOR FEET (N00"03'07"E 54242'), TO THE NORTH UN OF UN ADJUSTMENT; THEN 589"57'31", ALONG SAJD UN ADJUSTMENT, FOR FEET (589.56'37" '), TO THE UN OF SAD UN ADJUSTMENT; THEN SDD"00'49"W. ALONG THE EAST UN OF SAD UN ADJUSTMENT, FOR 5283 FEET, PROJECTED SOUTH UN OF COPPERSTONE SUMMARY PLAT N0.4; THEN N89'49'43"E, ALONG THE SAD PROJECTED UN, 6D.DD FEET; THEN NDD"02'33"E, ALONG THE WE"ST UN OF CALLED SUMMARY PLAT N0.4 FOR FEET, TO THE SOUTH OF CHERRY LANE PARK; THEN N89"54'33"W. ALONG SAD SOUTH PARK UN FOR FEET; THEN N28"54'33"W. ALONG PARK, FOR FEET; THEN N61"03'33", ALONG SAD PARK FOR 4DD.DO FEET, TO THE WEST UN OF WEST CHERRY ~c:.. ~_ROAD, ALSO THE EAST UN OF CALLED TRACT A; THEN N5674'DD"W. ALONG SAD UN FOR FEET, BACK TO THE OF BEGNNNG. CONTANNG ±19.95 ACRES MORE OR LESS. AND TCor..-rno: R 'TH A 6D FOOT l'de ACCESS AND UTUTY RGHT-OF-WAY ALONG THE EAST UN OF WEST CHERRY LANE SHOWN HEREON, WHCH EASEMENT UES EAST OF THE SURVEY UN DESCRBED AS FOLLOWS: THE NTERSEC7TON PONT OF THE SOUTH UN OF SUMMARY PLAT N0.4 AND SAD UN THEN SDD"00'49"E, ALONG THE EAST UN OF FOR FEET TO THE END OF EASEMENT, WHCH PONT UES ON THE SOUTH UN OF ESTATES SUBDVSON., MELVN R. PYEATT, JR., A NEW MEXCO REGSTERED PROFESSONAL SURVEYOR, CERTFY THAT AM RESPONSBLE FOR THS SURVEY, AND THAT THS SUR'; '( S TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BEUEF. THS SUR'; '( AND PLAT MEET THE MNMUM standards F;ZP.;;:? Xco. MELVN R. PYEATT, JR., 423 W. GREENE ST. SUTE, CARLSBAD, N.M., 88220, CERTRCA TE NO , TEL , FAX COPPERSTONE SUMMARY PLAT N0.3 PHASE 3 (CABNET 5, SUOE 522-1) COPPERSTONE SUMMARY PLAT N0.2 PHASE 2 (CABNET 5, SUDE 506-1) ' SPS EASEMENT BASS Of BEARNGS AND DSTANCES: 1. BEARNGS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERCAN DATUM OF 1983 (NAD 83), NEW MEXCO EAST ZONE (NM ZONE JOD). 2. A COMBNED FACTOR OF S FOR THS SURVEY. 3. AREAS AND DSTANCES ARE SURFACE MEASUREMENTS. THE MEASUREMENTS MADE HEREON ARE N THE US SURVEY FOOT. 4. ALL MEASUREMENTS WERE MADE ON JULY 23, 2015.,_, ~ i:'il ~ ;!' ll J-1 ~ EXSTNG PONDNG AREA TRACT A CARLSBAD PROPERTES U.C. 873/132. COPPERSTONE SUMMARY PLAT N0.4 TRACT 1 (CABNET 6, SUDE 53-1) WELL 2 WEST CHERRY LANE LNE ADJUSTMENT TRACT A ' ' ( LOT 12 ±0.21 A TRACT 8 (CABNET 5, SUDE 259-1) PART OF COPPERSTONE ESTATES WELL QJRKER ftjlln1j AS NDTKlJ Sl!T # Rif11All. CAP l11j251 -te-- OYERliZAJJ J!/Jft:TRC LNE l l ;;) ~ ~ ~~ i THERE ARE NO SDEWALKS AROUND THE SUBJECT PROPERTY. THERE S ASPHALT ONLY N CHERRY LANE, THERE S CURB N THE P11RKNG LOT OF THE APARTMENTS AND THE NORTH SDE OF COPPERSTONE SL>MM.o.RY PLAT N0.4. BULDNG SEBACKS ARE AS PER PUD REQUREMENTS: FRONT-20 FEET SECONDARY STREET FRONT-10 FEET SDE - 5 FEET (10' eetiteen STRUC11JRES) REAR - 15 FEET THE SUBJECT PROPERTY UES N R.OOD ZONE X. 'MERE AREAS ARE ~~~=~-w TO UE OUTSDE THE 0.20% ANNUAL CHANCE R.OODPLA/N. TO THE RRM 35015C1055 D, WTH AN EFFECTVE DATE OF JUNE ARE NO LOTS BENG DED/CA TED FOR PUBUC USE, SUCH AS PARKS, 1 ;:,t.;r1tajlo>, CHURCHES, OR HOUS1RY. THS SUBDVSON HAS 76 PARCELS LAD OUT NTO LOTS AND BLOCKS. NO S1RUC7URES OR ENCROACHMENTS OF ANY KND ARE ALL011 1J ON 11. BLOCK AND LOT 3. BLOCK 2. ONTO THE YA JES 15' WA ler AND UNE EASEMENT. OTHER THAN YARD WALLS. Ocwit41P~ CARLSBAD PROPERTES, LLC DAVD PARMETER, SGNEE FOR CARLSBAD PROPERTES, LLC 0~--~100 Scale 1 " = 1 00' RACTS B, C, D, E, F, &: G, CREATED PER THS PLAT WLL BE DED/CA TED THE CTY FOR PUBUC US THERE S CREATED, PER THS PLAT. ACROSS THE FRONT OF ALL LOTS A FOOT WDE UTUTY EASEMENT FOR ALL ununes AS SHOWN. BEEN EXAMNED AND APPROVED CTY OF CARLSBAD, COUNTY OF EDDY. STATE OF NEW MEXCO, ltjjrn 1 G A REGULARLY SCHEDULED MEETNG HELD ON C\:-xx-i~~ NOTARY PUBLiCi STATE OF NEW MEXCO, COUNTY OF EDDY, HERE BY CERTFY THAT THS NSTRUMENT WAS FLED FOR RECORD ON THE DAY OF ~ 20 A.D. AT O'CLOCK.M. CABNET Sl.DE ~ ROBN VANNATTA-COUNTY CLERK SECRETARY BY DEPUTY 18

19 AGREEMENT BETWEEN THE CTY OF CARLSBAD AND CARLSBAD PROPERTES, LLC. FOR THE CONSTRUCTON OF CRESTLNE SUBDVSON, A /-ACRE MASTER PLANNED COMMUNTY, ZONED PLANNED UNT DEVELOPMENT (PUD) THS AGREEMENT is entered into at Carlsbad, New Mexico, this 3 rd day of November, 2015 by and between the CTY OF CARLSBAD, New Mexico, a municipal corporation, hereinafter referred to as "City," and Carlsbad Properties, LLC., a corporation incorporated in the State of New Mexico, hereinafter referred to as "Developer" WHEREAS, on July 14, 2015, the City approved a change of zoning from "R-2" Residential District to Planned Unit Development (PUD) for an approximately /- acre area, located south of West Cherry Lane between Callaway Drive and Sandy Lane, hereinafter referred to as the "Subject Site"; and WHEREAS, the City's Zoning Ordinance, Section G), requires Developer to provide a Concept Plan concurrent with a zoning change request or establishment of PUD zoning; and WHEREAS, in conjunction with approval of PUD zoning, the City approved a Concept Plan, which indicated future development of the area with residential uses and public infrastructure in accordance with: 1. The development standards described on the concept plan; and 2. Code of Ordinances - Chapter 4 7, also known as the Subdivision Ordinance,; and 3. The City's nfrastructure Specification document; and 4. The City's current building, mechanical, electrical, fire and other construction codes. WHEREAS, the City's Zoning Ordinance, Section G), requires Developer and City to enter into a Development Agreement, hereinafter referred to as "Agreement"; and WHEREAS, this document and attached Exhibits is the Development Agreement; and WHEREAS, on November 2, 2015, the Developer submitted to the City a Final PUD Plan, as required by Section G), which generally adheres to the Concept Plan approved by the City and addresses any conditions of approval imposed by the City; and WHEREAS, the Final PUD Plan, identified areas for the development of single-family residential uses and public infrastructure; and WHEREAS, the Developer also submitted a Preliminary Plat and Construction Drawings for the subdivision of the property, pursuant to Code of Ordinances, Chapter Subdivision 1 19

20 Ordinance; and WHEREAS, the Final PUD Plan, Preliminary Plat and Construction Drawings address all of the conditions of approval and meet the minimum City requirements; and WHEREAS, the Developer agrees to proceed with development as described in the Final PUD Plan and Construction Drawings and agrees pay for any costs incurred for such development prior to approval of a Final Plat, pursuant to Code of Ordinances, Chapter 4 7; and WHEREAS the City's approval of a Final Plat will be contingent upon the successful installation of all water and sewer utilities, streets and drainage infrastructure and acceptance of any public infrastructure by the City; and WHEREAS, prior to the issuance of a building permit for any building or structure in this PUD, proof of filing of the Final Plat, the maintenance and homeowners association agreements and covenants and restrictions, shall be provide to the City. NOW THEREFORE, the parties, in consideration of the mutual covenants and agreements herein contained, agree as follows: 1. Term. The right to develop in accordance with an approved Final PUD plan shall lapse and be of no further effect if all development shown on the approved Final PUD Plan is not completed within five years of the approval date. f approval lapses, the Planning Director may initiate action to rezone the property to Residential 2 (R-2), or if R-2 no longer exists, than the zoning as determined by the City to be the most similar to R-2. The term of this agreement shall begin on the date this Agreement is fully executed by both parties and shall terminate on the earlier of either the date that the construction as-built drawings are approved by the City or five (5) years. 2 No Third Party Beneficiaries. Nothing in this Agreement, express or implied, is intended to or shall confer upon anyone, other than the parties to this Agreement, any right, benefit, or remedy of any nature whatsoever under or by reason of this Agreement. 3. Force Majeure. The City shall not be responsible for or liable to Developer for any loss, claim, or damage due to force majeure, acts of God, strikes, lockouts or industrial disturbances, civil disturbances, arrests and restraints, interruptions by government or court orders, present and future valid orders of any regulatory body having proper jurisdiction, acts of the public enemy, wars, riots, blockades, insurrections, inability to secure labor or materials, including inability to secure materials as a result of allocations promulgated by authorized governmental agencies, epidemics, landslides, lightning, earthquakes, fires, storms, floods, washouts, explosions, breakage or accident to machinery or equipment, or any other cause, 2 20

21 whether of the kind herein enumerated or otherwise, not reasonably within the control of the City. 4. Termination. A. By Developer. Prior to commencement of site grading, the Developer may terminate this Agreement without cause by providing the City with written notice of its intention to terminate this Agreement. After commencement of site grading, Developer may not terminate this Agreement. B. By the City. This Agreement and the right to develop in accordance with the approved Final PUD Plan shall lapse and be of no further effect if all development shown on the approved Final PUD Plan is not completed within five years of the approval date. The City's Planning Director shall provide Developer with written notice of the lapse at least ten (1 0) days prior to the termination date. f approval lapses, the Planning Director may initiate action to rezone the property to Residential (R-2), or if R-2 no longer exists, than the zoning as determined by the City to be the most similar to R Entirety of Agreement; Modifications. This Agreement incorporates all the agreements, covenants, and understandings between the parties hereto concerning the subject matter hereof, and all such covenants, agreements, and understandings have been merged into this written Agreement. No prior or contemporaneous agreement or understanding, verbal or otherwise, of the parties or their agents shall be valid or enforceable unless embodied in this Agreement. The parties expressly waive any other or further representations, warranties, or agreements not set forth in this document. Neither this Agreement nor any provisions hereof may be waived, modified, amended, discharged or terminated except by an instrument in writing executed with the same formality as with this Agreement and then only to the extent set forth in such instrument 6. Notices. All notices permitted or required by the terms of this Agreement shall be in writing and be deemed to have been duly given and delivered, if mailed, certified postage prepaid: f to City: City of Carlsbad C/o City Administrator PO Box 1569 Carlsbad, NM f to Developer: Carlsbad Properties, LLC. c/o David Parmeter 1401 S. Don Roser, Ste. B Las Cruces, NM The parties shall notify each other in writing of any change in the above information. 7. Limits of Authority. Developer agrees not to purport to bind the City, unless Developer has express written authority to do so, and then only within the strict limits 3 21

22 of that authority. 8. ARBTRATON. SHOULD ANY DSPUTE ARSE BETWEEN THE PARTES N CONNECTON WTH THE AGREEMENT AND F SUCH DSPUTE CANNOT BE RESOLVED BY DSCUSSON BETWEEN THE PARTES, THE PARTES AGREE TO SUBMT THE UNRESOLVED DSPUTE TO BNDNG ARBTRATON N LEU OF LTGATON. SUCH ARBTRATON SHALL BE HELD N ACCORDANCE WTH THE PROCEDURES AND RULES OF THE AMERCAN ARBTRATON ASSOCATON. 9. New Mexico Law and Venue. The parties agree this Agreement shall be construed and controlled by the laws of the state of New Mexico. The parties further agree that litigation, if any, arising out of this Agreement shall be brought in the District Court of Eddy County, New Mexico for the Fifth Judicial District. The parties expressly consent to both in person and subject matter jurisdiction of the Eddy County District Court and agree that venue shall properly lie in the Eddy County, New Mexico District Court. 10. Severability. To the extent possible, each provision of this Agreement shall be interpreted in such manner as to be effective and valid under applicable law, but if any provision of this Agreement shall be prohibited by, or held to be invalid under applicable law, such provision shall be ineffective solely to the extent of such prohibition or invalidity, and this shall not invalidate the remainder of such provision or any other provision of this Agreement. 11. Captions. The captions of any articles, paragraphs, or sections hereof are made for convenience only and shall not control or affect the meaning or construction of any of the provisions thereof. 12 Exhibits. Any instrument or document made and attached to this Agreement shall constitute a part hereof as though set forth in full in the body of this Agreement, whether made a part hereof by reference or whether made a part hereof by attachment. CTY OF CARLSBAD: 4 22

23 Carlsbad Properties, LLC. 5 23

24 EXHBTS 1. Copy of Approved Final PUD Plan 2. Copy of Approved Construction Drawings 3. Copy of Approved Preliminary Plat 6 24

25 April 22, 2016 City of Carlsbad Community Development Department Carlsbad, New Mexico RE: Copperstone Estates Subdivision To Whom t May Concern: Please be advised, Citizens Bank of Las Cruces has established a hold in favor of the City of Carlsbad. Funds totaling exactly one-million and two-hundred thousand dollars $1,200,000 will be held in accounts at Citizens Bank. The funds will be held in favor of the City of Carlsbad to ensure the completion ofcopperstone Estates Subdivision Carlsbad, New Mexico. Development includes costs associated with water, sewer, street paving, grading and drainage and improvements related to approximately twenty acres (19.95±) to be developed into seventy (70) single family home sites. Any request to draw on the funds held in the various accounts related to the performance and development of Copperstone Estates Block 1, Lots 1-12; Block 2, Lots 1-23; Block 3, Lots 1-14; Block 4, Lots 1-8; and Block 5, Lots 1-13 must be accompanied by the following: 1. Certified copies of unpaid delinquent invoices, or liens filed from mechanics and/or material men for work performed: and or 2. Your sworn statement and engineer's certification that the work was not performed in accordance with the plans and specifications and the City of Carlsbad Subdivision Code; andjor; 3. Your sworn statement that a phase of construction has been successfully completed and accepted by the city and that certain funds should be disbursed to the contractor accompanied by written notification of acceptance by the City of Carlsbad. This will also require certified copies of unpaid delinquent invoices. The commitment to the City of Carlsbad shall mature April 30, Acceptance: David Parmeter City of Carlsbad by its: FAX P.O. BOX LAS CRUCES, NM MEMBER FDC

26 p E T~ NE T DESCRPTON OF SUBDVSON S PROJECT T-1 G-1 G-2 G-3 c:- 1 c: EC:P C:-2 c: C:-3 C:-4 A SUBDVSON OF PART OF TRACT A OF COPPERSTONE SUMMARY PLAT N0.3, FLED N CABNET 5, SLDE OF THE MAPPNG RECORDS FOR EDDY COUNTY, NEW MEXCO FNAL PLAT COVER SHEET GENERAL CONSTRUCTON NOTES UTLTY DETALS (SHEET 1 OF 2) UTLTY DETALS (SHEET 2 OF 2) MASTER GRADNG PLAN EXTENDED GRADNG PLAN ECP SWPPP MASTER UTLTY PLAN (SHEET 1 OF 2) MASTER UTLTY PLAN (SHEET 2 OF 2) P-N-P: MAHAGONY DRVE FROM STA:O+OO TO STA: P-N-P: PALO VERDE CR FROM STA:O+OO TO STA: 3+50 P-N-P: PALO VERDE CR FROM STA: 3+50 TO STA: 6+00 P-N-P: REDWOOD LOOP FROM STA: TO STA: C-5 P-N-P: REDWOOD LOOP FROM STA: TO STA: C:-6 C:-7 C:-8 P-N-P: REDWOOD LOOP FROM STA: To STA: P-N-P: TEAK LANE FROM STA: 0+00 To STA: 4+68 P-N-P: CHTALPA C:T FROM STA: O+OO TO STA: 3+50 COPPERSTONE ST. COPPERSTONE APARTMENTS N90'00'00"E 13.72' CH 581'J4'10"E L-24.81' A 26.00' CL-U80' CH..,S29'03'10"E l 108J6 R!O.OO' CL B8,'1D' F======--===== ~~-----~ [] r~-). '- -! f 1 1 " 4 l i e l \. \ l l L,_,_,_~,_,_,_j l 11~.- '' ll.,. UGON 1 WEST CHERRY LANE "i u~lj!\,\.\.~'f{!'~.. c ;_...- SOUTH CLUB :~ >< ~.!Q_ = VCNTY MAP: LOCAL AREA MAP NOTTOSCALE COLORADO LOCATON E-< ~ ~ ll >z:1 ) ~ Q 23 t!l ' ::t:: E-< ~ ~ ~~ ~ ::;) lt!l VNEYARD LA r COLFAX 0 ;:>::; C)s ~q ~. ~ ffi :;;: p,l 0 0 ffi ~ ~ gj \.! ~~~d~~ ~j~~~~ 0~~~~~ z~u~~~ ~0~~;1~ z 0 -(f] - >... 0 [[]...,... "'!l'i «1 i::l A til aj 2:: ~ u i:i "1 > w :4 en 0:: ~ z ~ 0 en - -> w 11 LW 1- <( i, cr. a ); ',... "',.,.,;:., CTY OF CARLSBAD: OWNER/ CONTRACTOR: PRO..J ECT ENGNEER: DRAFTNG BY: Approved: Date: CRESTLNE BULDNG CORP S DON ROSER STE. 82 LAS CRUCES, NM PH: (575) FAX: (575) KD ENGNEERNG 1880 E. LOHMAN AVE. LAS CRUCES, NM CVL MECHANCAL ENGNEERNG DAVD B. CHURCH, P.E CELL/ OFFCE DA VlD@lHURSTONHOMES.COM Civil, Commercial and Residential Drafting 1615 S.SOLANO DRVE las Cruces, New Mexico Phone; (575} aao01 THE CONTRACTOR SHALL NOTFY ALL UTLTY COMPANES BEFORE COMMENCNG WORK AND BE RESPONSBLE FOR COMPLYNG WTH THE EDDY COUNTY UTLTY COUNSEL BLUE STAKE PROCEDURES. ANY DAMAGE TO EXSTNG UTLTES WLL BE THE CONTRACTOR'S RESPONSBLTY. (f) W ~ ul es ~ ol c~ w o CH.'VC:S Adf:!siu O:DDY VCNTY MAP: EDDY COUNTY MAP NOT TO SCALE / )1,/ ~ ~- / --t-r' // J / - _... [ G---" "., ' ""-""""""""-"""'""'""'-''""''"~--"""'"'"'""'""""-'~"'"~--Uoo HHoHH-HO- H~O """""' lq Ll.. J <( z 0 N 0::: <( '" ~~~-Reserve HDALGO SAt\ JUAN C!BOLA 40 r VALENCP. Belen...-.::>.., r---...L-- 1 : SOCO,RO CATRON MEXCO r_.j.. Truth Or SERRA MEXCO OTERO TEXAS VCNTY MAP: NM STATE MAP NOT TO SCALE 116 Tatum PROJECT LOCATON ::J (f] (f] w 1-- w <( w 1'1 X )> (/) w ~~ (f] ~ z 1-- w 0 w 1-- (f] 11) ' ct: W ct: 0.. W 0.. >! 0 0! [.J ' tj -- --r i zl tul T - wl 1 :cl (/)_'

27 CTY OF CARLSBAD SPECFCATONS FOR THE NSTALLATON OF WATER AND SEWER MPROVEMENTS.,,., i.',.... ' '. ' i.i GENERAL CONSTRUCTON NOTES 1. ALL STREET, SDEWALK, AND UTLTY WORK S TO BE PERFORMED N 6. THE CONTRACTOR SHALL BE RESPONSBLE FOR REPORTNG AND CONFORMANCE WTH CTY OF CARLSBAD, NEW MEXCO, PUBLC CLEANUP OF SPLLS ASSOCATED WTH PROJECT CONSTRUCTON AND NFRASTRUCTURE SPECFCATONS ADOPTED MARCH 10,2015 UNLESS SHALL REPORT AND RESPOND TO SPLLS OF HAZARDOUS MATERALS OTHERWSE PROVDED. SUCH AS GASOLNE, DESEL, MOTOR OLS, SOLVENTS, CHEMCALS, TOXC 2. WHEN ABUTTNG NEW PAVEMENTTO EXSTNG, NEAT CUT BACK AND CORROSVE SUBSTANCES, ETC., WHCH MAY BE A THREATTO EXSTNG PAVEMENT TO A NEAT LNE AS REQURED TO REMOVE PUBLC HEALTH OR THE ENVRONMENT. THE CONTRACTOR SHALL BE BROKEN OR CRACKED PAVEMENT AND MATCH NEW TO EXSTNG. NO RESPONSBLE FOR REPORTNG DSCOVERES OF PAST SPLLS AND OF SEPARATE PAYMENT WLL BE MADE FOR NEAT CUTTNG EXSTNG CURRENT SPLLS NOT ASSOCATED WTH CONSTRUCTON. REPORTS PAVEMENT BUT SHALL BE CONSDERED NCDENTAL TO THE SHALL BE MADE MMEDATELY THE NM ENVRONMENT DEPARTMENT COMPLETON OF THE WORK. EMERGENCY RESPONSE AT OR : THE CONTRACTOR 3. THE ENGNEER WLL MAKE AVALABLE TO THE CONTRACTOR ANY SHALL PROPERLY HANDLE AND DSPOSE OF ALL ASPHALT PAVEMENT NFORMATON THAT T OBTANS FROM ENGNEER NVESTGATONS AND MATERAL REMOVED ON THE PROJECT BY HAULNG TO AN APPROVED OTHER SUPPLEMENTAL NFORMATON OBTANED FROM UTLTY LANDFLL; N ACCORDANCE WTH THE REGULATONS OF THE NEW COMPANES, PPELNE OWNERS AND OTHER FACLTY OWNERS THAT MEXCO SOLD WASTE ACT. HAVE BEEN DENTFED. THE ENGNEER MAKES NO REPRESENTATON AS 7. THE CONTRACTOR S REQURED TO PROVDE A TRAFFC CONTROL TO THE VALDTY OR ACCURACY OF THE NFORMATON PROVDED. THE PLAN FOR THE WORK SPECFED N THS CONTRACT. THE CONTRACTOR CONTRACTOR S RESPONSBLE FOR OBTANNG LOCATONS FROM SHALL FURNSH ALL MATERALS, TOOLS, LABOR, EQUPMENT AND ANY UTLTY OWNERS AND MAKNG SUCH FURTHER NVESTGATONS AS OTHER APPURTENANCES NECESSARY TO COMPLETE THE WORK. NECESSARY N ORDER TO LOCATE SUCH PERMANENT AND TEMPORARY FLAGGNG SHALL BE PROVDED AS REQURED FOR SAFETY AND/OR AS UTLTY APPURTENANCES PROR TO NTATNG EARTHWORK DRECTED BY THE ENGNEER, WTH NO SEPARATE PAYMENT PROVDED. OPERATONS. THE TRAFFC CONTROL PLAN MUST CONFORM TO THE SPECFCATONS 4. THE CONTRACTOR WLL BE RESPONSBLE FOR EXPLORATORY SET FORTH N THE MUTCD AND BE APPROVED BY THE ENGNEER BEFORE TRENCHNG, F NECESSARY, TO MORE SPECFCALLY LOCATE UTLTY MPLEMENTATON. ALL CONSTRUCTON TRAFFC CONTROL DEVCES N LNES. THE COST OF LOCATNG UTLTY LNES NCLUDNG EXPLORATORY THS CONTRACT SHALL BE PROVDED WTH HGH RETROREFLECTVTY TRENCHNG WLL BE CONSDERED NCDENTAL TO CONSTRUCTON. FOR SHEETNG. THROUGH THE LFE OF THE PROJECT, THE CONTRACTOR THE VERFCATON AND DETERMNATON OF DEPTHS OF UNDERGROUND SHALL KEEP THE LOCAL NEWS MEDA NFORMED AT LEAST ONCE A WEEK UTLTES, THE CONTRACTOR SHALL CONTACT THE CTY OF CARLSBAD; OF ANY LANE CLOSURE WHCH WLL RESTRCT THE NORMAL FLOW OF FOR UTLTY LOCATES PLEASE CONTACT NM ONE CALL TRAFFC THERE WLL BE NO DRECT COMPENSATON FOR THS WORK. PUBLC WORKS Water Superentendent: (Emergency Only!) Jamey Schwiger MANTENANCE OF RECORD PLANS. THE CONTRACTOR SHALL MANTAN Wastewater Superentendent: (Emergency Only!)- Wes Nichols AN UP-TO-DATE SET OF RECORD DRAWNGS FOR THE PROJECT. THESE PLANS SHALL BE KEPT CURRENT WTHN TWO WEEKS AND SHALL BE 5. THE CONTRACTOR SHALL BE RESPONSBLE FOR ALL REMOVALS SUBJECT TO REVEW BY THE PROJECT REPRESENTATVE FOR REQURED TO COMPLETE THE PROJECT. ADDTONAL REMOVALS NOT COMPLETENESS ONCE A MONTH. THE FNAL AS-BUll T PLANS SHOWN ON THE PLANS WLL BE DESGNATED BY THE PROJECT SHALL BE SUBMTTED TO THE PROJECT REPRESENTATVE PROR TO FNAL MANAGER. REMOVAL OF STRUCTURES AND OBSTRUCTONS AND THE PAYMENT. THS WORK WLL BE CONSDERED AS NCDENTAL TO THE CONTRACTOR WLL NOT RECEVE ADDTONAL COMPENSATON FOR COMPLETON OF THE PROJECT AND NO SEPARATE MEASUREMENT OR UNLSTED REMOVALS. TEMS DESGNATED FOR REMOVAL WTHOUT PAYMENT WLL BE MADE THEREFORE. SALVAGE, UNSUTABLE CONSTRUCTON MATERALS AND DEBRS FROM 9. QUALTY CONTROL/QUALTY ASSURANCE NCDENTAL TESTNG FOR CLEARNG AND GRUBBNG ARE TO BE PLACED N AN ENVRONMENTALLY SUTABLE DSPOSAL STE DECDED UPON AND COORDNATED BY THE CONCRETE AND BASE COURSE S REQURED. THE CONTRACTOR SHOULD NCLUDE COSTS FOR QC TESTNG WTH THESE TEMS. CONTRACTOR WTH THE APPROPRATE REGULATORY AGENCES. 10. SHRNKAGE FACTOR-THE EARTHWORK QUANTTES ARE BASED ON A CONTRACTOR SHALL NOTFY THE PROJECT MANAGER N WRTNG OF SHRNKAGE FACTOR OF 10%. THE DETALS OF DSPOSAL OPERATONS. BORROW MATERAL, ROCK 11. THE CONTRACTOR WLL PROVDE A STORM WATER POLLUTON WASTE, VEGETATON DEBRS, ETC., SHALL NOT BE PLACED N WETLAND PREVENTON PLAN FOR HS EQUPMENT YARD AND FOR THE NTERM AREAS OR AREAS WHCH MAY MPACT ENDANGERED SPECES OR CONSTRUCTON ACTVTES. ARCHAEOLOGCAL RESOURCES. 12. THE CONTRACTOR SHALL PROVDE MATERALS AND PAVEMENT MX DESGN TO BE USED ON THS PROJECT TO THE PROJECT ENGNEER FOR APPROVAL.. THE CONTRACTOR SHALL NOTFY ALL UTLTY COMPANES BEFORE COMMENCNG WORK AND BE RESPONSBLE FOR COMPLYNG WTH THE EDDY COUNTY UTLTY COUNSEL BLUE STAKE PROCEDURES. ANY DAMAGE TO EXSTNG UTLTES WLL BE THE CONTRACTOR'S RESPONSBLTY. THE FOLLOWNG SPECFCATONS FOR MATERALS AND EQUPMENT TO BE USED N THE NSTALLATON OF POTABLE WATER AND SANTARY SEWER MPROVEMENTS, ARE NTENDED TO BE THE MNMUM SPECFCATONS TO BE ACCEPTED BY THE CTY. WHERE SPECFC TEMS ARE CALLED FOR BY NAME, MAKE, OR CATALOG NUMBER SUCH REFERENCE SHALL BE NTERPRETED AS ESTABLSHNG A STANDARD QUALTY AND NOT CONSTRUED AS LMTNG COMPETTON. THE USE OF SUBSTTUTES S PERMSSBLE N MOST CASES, PROVDED WRTTEN REQUEST AND PROPER CERTFCATONS ARE SUBMTED TO THE CTY FOR REVEW AND APPROVAL. MATERALS AND EQUPMENT USED N THE NSTALLATON OF WATER AND SEWER MPROVEMENTS SHALL BE NEW AND UNUSED, MANUFACTURED N COMPLANCE WTH STANDARDS PUBLSHED BY THE AMERCAN SOCETY FOR TESTNG AND MATERALS (ASTM), THE AMERCAN WATER WORKS ASSOCATON (AWWA) OR OTHER PUBLSHED APPLCABLE STANDARDS SANTARY SEWER COLLECTOR: 8 NCHES MNMUM, PVC, SDR 35, PUSH-ON GASKETED SEWER PPE. SERVCE: 41NCHES MNMUM, PVC, SDR 35, PUSH-ON, GASKETED SEWER PPE. FTTNGS: PVC, SDR 35, PUSH-ON, GASKETED SEWER PPE. MANHOLES: PRECAST RENFORCED CONCRETE, 4 FT. NSDE DAMETER, TYPE "E" CONCENTRC MANHOLES. MANHOLE RM AND LD: STANDARD CAST RON, BOTTOM FLANGE, 325 LB. MANHOLE RM AND LD, CONCEALED PCK SLOT, VENT HOLE REQURED. WESTERN RON WORKS # OR EQUAL. POTABLE WATER DSTRBUTON LNES: BNCHES MNMUM, PVC, SDR 18, CLASS 150, C-900 PUSH GASKETED WATER PPE (CONNECTON TO EXSTNG MANS S DONE BY THE CTY UPON REQUEST). FTTNGS: MECHANCAL JONT (MJ), CLASS 350 S.S.B. TYPE, DUCTLE RON PPE FTTNGS. FRE HYDRANT LNES REQURE MJ X FLANGE FTTNGS. GATE VALVES: BONDED RESLENT SEAT, NON-RASNG STEM TYPE, MECHANCAL JONT, FUSE BONDED EPOXY COATED NSDE AND OUT, 21NCH OPERATNG NUT, OPENS COUNTER-CLOCKWSE. 1. VALVES TO BE USED FOR SOLATON OF MAN LNES SHALL BE MJ X MJ TYPE. 2. VALVES TO BE USED ON FRE HYDRANT LNES SHALL BEMJ X FLANGE TYPE. FRE HYDRANTS: TYPE MUELLER SUPER CENTURON 250 OR GLOW MEDALLON THE COLOR OF THE HYDRANTS SHALL BE CHROME YELLOW. CTY OF CARLSBAD SPECFCATONS FOR HYDROSTATC TESTNG, FLUSHNG, DSNFECTON & FLOW TESTNG HYDROSTATC TESTNG THE CONTRACTOR SHALL BE REQURED TO HYDROSTATC TEST ALL WATER MANS, LATERALS, DEAD ENDS, AND SERVCE LNES. THE TEST SHALL BE CONDUCTED N THE PRESENCE OF THE WATER DEPT. SUPERNTENDENT OR HS AUTHORZED REPRESENTATVE. THE CONTRACTOR SHALL PROVDE ALL EQUPMENT NEEDED TO PERFORM THE TEST. F CONNECTONS TO THE EXSTNG LNES ARE ALLOWED, T S WTH THE UNDERSTANDNG THAT THE CONTRACTOR ASSUMES ANY RESPONSBLTY N CASE OF DAMAGE OR FALURE OF THE EXSTNG SYSTEM. LEAKAGE THROUGH CONNECTONS TO THE EXSTNG LNES, OR LEAKNG EXSTNG VALVES UNDER THE TEST PRESSURE WLL NVALDATE THE TEST. THE LNE SHALL BE TESTED AT 150 POUNDS, OR 1.5 TMES THE NORMAL OPERATNG PRESSURE OF THE LNE, WHCH EVER S GREATER, FOR NOT LESS THAN FOUR HOURS. LEAKAGE SHALL NOT EXCEED 10 GALLONS PER NCH OF PPE DAMETER PER MLE OF PPE. THE COST OF TESTNG AND FNDNG LEAKS, AND RETESTNG SHALL BE AT THE EXPENSE OF THE CONTRACTOR. WATER FOR TESTNG WLL BE FURNSHED BY THE CTY OF CARLSBAD, FLUSHNG & DSNFECTON PROR TO DSNFECTNG THE CONTRACTOR S REQURED TO FLUSH ALL NEW WATER LNES. TO REMOVE ANY FOREGN MATERAL THAT MAY NTERFERE WTH DSNFECTON. FLUSHNG CAN BE PERFORMED FROM FRE HYDRANTS OR CONVENENT OUTLETS. F NOT AVALABLE THE CONTRACTOR SHALL NSTALL FLUSH PONTS. AFTER FLUSHNG THE WATER LNES THEY WLL BE DSNFECTED WTH A CHLORNE LQUD SOLUTON. THS SOLUTON MUST BE DRAWN THROUGH OUT THE NEW SYSTEM, AS WELL AS ANY NEW SERVCE LNES. THE CHLORNE SOLUTON SHALL REMAN N THE LNE FOR AT LEAST 24 HOURS. THE LNE CAN THEN BE FLUSHED UNTL THE CHLORNE RESDUAL S EQUAL TO THE NORMAL RESDUAL N THE EXSTNG SYSTEM OR AT LEAST 0.2 PPM. TESTNG PROR TO THE LNE BENG PLACED NTO SERVCE, BACTERA SAMPLES WLL BE TAKEN BY THE CONTRACTOR A TTHE CONTRACTOR'S EXPENSE. SHOULD RESULTS OF THE BACTEROLOGAL ANALYSS BE UNSATSFACTORY, THE DSNFECTON PROCEDURE SHALL BE REPEATED. FLOW TEST ALL NEW FRE HYDRANTS WLL BE FLOW TESTED. THE FRE DEPT. WLL PERFORM THE FLOW TEST BEFORE THE NEW SYSTEM S APPROVED. SERVCE LNES EACH NEW SERVCE WLL BE FLOW TESTED TO MAKE SURE THERE HAS BEEN ANY DAMAGE TO THE COPPER LNE. HYDROSTATC TESTNG THE CONTRACTOR SHALL BE REQURED TO TEST ALL SEWER MANS & LATERALS, AND SERVCE LNES. THE TEST SHALL BE CONDUCTED N THE PRESENCE OF THE WASATEWATER DEPT SUPERNTENDENT OR HS AUTHORZED REPRESENTATVE. THE CONTRACTOR SHALL PROVDE ALL EQUPMENT NEEDED TO PERFORM THE TEST. CONNECTONS TO THE EXSTNG LNES ARE ALLOWED, T S WTH THE UNDERSTANDNG THAT THE CONTRACTOR ASSUMES ANY RESPONSBLTY N CASE OF DAMAGE OR FALURE OF THE EXSTNG SYSTEM. LEAKAGE THROUGH CONNECTONS TO THE EXSTNG LNES, OR LEAKNG EXSTNG VALVES UNDER THE TEST PRESSURE WLL NVALDATE THE TEST. THE LNE SHALL BE TESTED TO A SLOPE ftlft THE COST OF TESTNG AND RESETTNG PPE, REPAR OF LEAKS, AND RETESTNG SHALL BE AT THE EXPENSE OF THE CONTRACTOR. WATER FOR TESTNG WLL BE FURNSHED BY THE CTY OF CARLSBAD, FLUSHNG & CLEANOUT PROR TO PLACNG SAS N USE THE CONTRACTOR S REQURED TO FLUSH ALL NEW SEWER LNES. TO REMOVE ANY FOREGN MATERAL THAT MAY NTERFERE WTH OPERATON +F THE SEWER SYSTEM. THE CONTRACTOR SHALL NSTALL FLUSH PONTS. SERVCE LNES, EACH NEW SERVCE WLL BE NSPECTED TO NSURE THERE HAS NOT BEEN ANY DAMAGE TO THE FNAL NSTALLED LNE(SAS) LNE. z rn > - 0 co ::J rn rn w i::i > LU U)Y :z 0 -C/) >w w!;t ceo 1- <( 1- JJ w JJ l w w 1- z 0., 0 z 1- rn _J! <( i ' w! l 0. w! ' D.. 0 w tl (!) z --""1"""",,_... Oi Zl ~G-1 :r:l. CJ

28 GEHEBA. ilot 5 G CASE 1 (Will- PARKWAY aehnd CURB ANO GUTTE.'\) ~- ~- ~/~$~''t=====;t==~==~d- ~\~==~~j RRe HYDRANT LOCATONS SCJ : NfS TRENCH CROSS"'SECTON SHOWNG TERMNOLOGY TYPCAL PPE TRENCH DETAL ScAJ.:: NTS D.\)00 M. f!!t >: \ flre 1-!Ydg,.NiS Ail Nilt Ti l'l( LOb:.TEi:l ll'lllllt! 1M. Q.RS Rcr\JftN ARM. FRE!flu':t'\tlTS ;AMTEO 1H TtiE Ulll l'llllck 'LENGlli SH!>U BE CEil:'ERED ON AO.i:HNH(l PROP~'ft'( l1ne's. jl_ A l.ll ~mi~j CLEMli.MCE OF.;' 0/11!1, El{'?RO'llp~ BEf!iE'krol 11 Flllf H'l'll~Wlr A(olo A. f'erma!tlnf ~smue.ntli'l (UTlJ':Y POLE. LitiHT STNDMD, i:r''fi!l Sl~i"A., S"R:.). llrl!j~illu!wo~ OO!J;s: A. fire HYOR.\Nr. e. fligrit.,;qf-'w 0~ EllSEJJEMf Uo~E. C. 'OOP.i!;l"l' LNE". D, Pt:RMH!ENT a.;,smuaoon. E. l"ark'a1'. F. SDW.o\lK. G. PC (~ P OF 0'J~B Rtl'l:*li. H. "' ~Nf At~ A Ultllt.l ijm C~.CE ()~ Z' Rl\01 L 1 S f;'1q~~ Ci;NT~ Of' ffi'i:.'t\nt ill J>.~t il)'ld M.l. OBS':'l\lCJJONS. 1. M;,XMUiof QJST.'oHCf Of" 50C 1 t! RES)EW~l. NE)CHEO~H~Orlli Will'! l'lo :~ow; t OR~ THA~ 2S~' rno~ A FlAS: " YMANT. GEN!RJ; NOTES: 1. MEOfiANCAL TAAPERS SHALL NOT (is: \)SE!i N '!HE NTAL BACKFU.. REGON FOR flexb.e PPE, WHEN FLEX PPE S U~EO, CONTRACTOR SHALL, PROR. TO the START OF' CONSTRUCTON, "ROVOE: THE f'ro?osed COMPACTON METHOD N THE NTAL BACKfiLL REGON' TO THE ENGNEER FOR i'ppaoval illll'limua CLASS "c' BEDDiNG WilL SE USED... COSJRUCTJ(JN NOTfS A. #12. AWO.. SOUD COPPER WRE \lith HOPE DRECT BURAL. TRACER WRE. BURAL N HAUNC-l!NG_ ~ON~ COi Jni'JU(,)US RUNS TEA..tiNAT'!G N MAN UNE. VAL~~ BOxES. 8,. MAGNEllC MAR~ER TAPE MARKED "water UN~ BU~ED SELbrl".. POROE MAiN SEWER O.R WATER LNES WRAPPED AROUND PPE, T-.EN ~NtirtEQ EA.OH 'S..Di:; OF SPLCE lee SPLiCE TRACNG WRE W/ SPUCE KT. M('.}N~l}ZEO RA.C.~R ['lox... SNAKEP#T OR APPROVED. EQUAL PART. RBN-TP. 6" PP.E TEE: ON WlN NOTES:. 1,.A 6" T-O< GONC.REl:E G()~LA.R (SAME; AS WATER VALYE BO>;} SMALl S~ NSTALU;o W!'tij i'h.e JRACi:;R B(J)i. SE~ ARTCLE fb ANJ ARJC.LE 1.1 FOR TRACER' B.OX SPACNG AND MATERALS. 2~ lest 13.bX LOCATON MAY VARY. UP T6 5b i=t,,f:ro~ FORCED. Mi\N UNE..3c RE'FEF( TO STANDARD$ A.ND MATER,t\S LSTS FOR MATER.ALS MATERALS ANP MANJf'ACTLF(S NSTALLAT.ON NSTRUCTONS. SPLCNG V\/JRE Dt:TAL ARTCLE to.. M J /..G 1S''..3.' SO[!ARE,. FiRe HYDRANT NSTALLATON scalf:: NTS WATEA VALVE AND VALVE BOX DETALS SCALE: NTS i.. i,.., ' i l ' ' E...,..) 1. NO OBSTR\JCTON WilL BE.PJ!RMTTED WTH' 3 FT. OF FlRE HYD!WT. 2. HYilfWii L~G.. SHALL BE VAL'E:D,.N Afflli:R/>1.. STRE 1'S. LOCATED N COMERciAL ARF.:AS.., j, CONTRACTOR SHill. BE RESPONSBLE FOR.f.. :S. ~rr,w~. 6&~T~5 ~~~~~~vs~r for FRE i1yo!jant LOi::AtloN, SEE' DWG.< 2J47. WHEN N('{l Oil 'EliiSnNG,SOEYALK AllOTS CURS, RECONSTiiUCT SD!WAL.<. AS. PER OWG. 2~30, 2! PUMP.E~. NOZZLE. TO.BE S;:t FACNG THE T!!AVELEO WAY; UNLESS OtHERWSE NOTEO ON FL.'J'l.S, 7 HYDRANT instali.eo N SOE.'AlK ARE'AS SHALL MA!NrAN S MN. 3a-'lNCH CLE'AR P-EDESTRAN PAT~ PEl'\ AJA. STANDARD!';, Cl)t!SDUCJ!!JN NOTES A. Fli'E HYDRA'T PoR S.F'ECFlOAJ]ONS, 13. i=umf'efl. NOZZLE 4.1/2". C. HOSE i'10z2le 2 1 /'J!, 0. 1/2" EXRA~SidN JO'T A.o.TEAAL, (, MATCH SDEWAll( SlOPE d,r SLOPE 1/if" ~Ell 1'1\ f. J' X 3' X 6" CONC. SQ, PAll, TO 8~ CONStllUCre:D Alro~NO FR!': fiyof<.o\nt's ~~N~~~~~ ~~~- NfriJ:O~gR~~~R. SEC; 101 EXTEROR CONCRETE:, J50Q PS i!ll.28 DAYS. G: 91\CK 01' CURB.. H; CO!'iTROLl$0 EL \1. UNE, Le.'EL N ALL DRECTONS, J. USE OF' R ST~NN.ED ~OlNT$,.1!! ~ANOTOR'J'. All. fire HYDRANT LEO PPitlG ANO. f'litinqs NCLUDNG TEE: ON MAN SHALL st: 'Ri::STANEO JOiljTS,.... K ~~T~EMRpi~J;.?~~~ ~NJ~~7 5 ~~AC.E. L!. STANDARD CUR~ & GOTER. F]R ie:r TYfiES ()f' C. h; G., OR.. WHERE NO C. & G; S:XST. THE F.ACEMENT OF FlRE HYDRANT RfQURts SPECAL O~!GN,.. M; A VALV'i. S REQUREO, VALVE WU... BE CONNECTED Tt) TEE AT MAN, GEN'f!~L NOTES: A,. VAL.VE SOX ~lng AND COVER' PEA STD NO. 70 SHO~Tl.'l' VAi.Vlt SOX.... B. O" DMlE:T'R RBBED OR.C:ORRU(lAl'E:O PVC: OR' FE. P"E WTH SMOillH NTEROR (G-900), C, NEW OR EXSriNC VAL\lt.,...,. o; COMPACTED. BAC~ALL SOL. OR EJ,O;SE COUR.SE MATERAL (95:11 coi.pacton),. SEE SEC\10tl E. 6" TH<:K CONCRr:;rf COLJ.AR... r, TOP OF CoNCREtE. C(lll:AR SHALL E!E STAAF'El) WlTH UNE SZE NolO DRECTON, MNiMUM LETTER Slit S.HALL BE. 3" N' fie1clh. G. M/N; S' OR MATCH XSnNG, H. TAlL ~?PRO)(, $ -11' N LEN(iTH; J, TRACNG WRE... J; JONT FLLER, NSTALL PER M!\N'ACri.JRE'S.. NSTRU.C1JONS O.VEfl BAG!<~. ROO OR JONT <. TAPJi:. T\'PCA:. PAVEMENT SECTON ,... o.~~ ~ 0 t~.:/ 0,!o: ~~,, ~~~ ~ o',:-... _. t~ ~.. :,. lo "' '. -~. <,!.... ~--;,.. ~~ ; -: ~ iii'.... : " vll... q.... l''"~ - i. ' -_ _..., ~o ~... UNE SZE, SEE NOTE F..,. ~.. -' : :...:,.! -!.-.,,.:-:._. ::., -. "~-- :. wne ojrecnon 1 see NoTE. r-,-, ~' ' ' ~... ' " : ~.. '.~....., "':...,:. "ll 1 :.;... '". t ~ ''1'' ~.. ~: "-:.... :.. '.,. '"' '..,:-:.,:.... ~ ~.. r ' ~.-.. '1.,'-..:. ;; " ;... ~ "1... ~..1. t.' l! ~.: : r: 'i~. :, ~.. e: LABEL REQUREMENTS 0 ~ ~ ~~ (j z ~ 8o ~ ~~ ~ u l) ~ ~ 3 <] ~ ~ <~ ~a Cl ~ '"" z rn - > 0 m :J rn rnl w 1- <( 1- UJ w w z 0 1- rn ~ w 11. [L ;Q u n > w CJ)O:: z: 0 Cl) ~~ o:o "" 8 ttl ;;_; 0 8 p.; "" 0 :f 'i' 15 ~ u &1 "' ~ ~ ~ ~ ~ tj - ~ p:i s ~ Q 0 ~ "' ~ a ~ "' [!;... 0 :z 1- w :c en....,. G

29 GENERAL NOTES, 1. STA,NPAREl CAST RON M.H. FRAME AriD COVER, WEGHTS: COVER = H!O!.:SS,, FRAME = 145 L.SS. TOTAl,. = 325 LSS; (TOL.EAANCE! :i;$~) 2; REFERENCE SPEC. SEC\lON A 1/2" R. MN. d LoJ- +-- R "" 2'+ d 12'' MN. cgnera. HOlES: 1, JYFlE E' tvt;h, NOT TO BE USEO FOR MPTHS LESS trtan S' MEASlJRE::D F'AOM NV;. TO RM. 2.. M.H. GREATER.THAN Hi' N OEPTii. SHM.L BE OF. PRE!:::AST CONC; SECTONS ONl-Y. 3,.DESGN APPLES. TO +' AND. 6; 1.0. MANHOLES, "' ~~rftfsot"s~~~~t:~~n~~~. JONlS, 5. COMPACT ALL BAC<FlLL AR'OUNil M.H. TO. 6, ~g~ T!ON. M.H, OPENNG OVER THE UPSTREAM SlOE OF MAN UNE.. 1/2" MN,.:3/16",... oj!+. TA["PER PLAN /4" SOUP COVER (l&o LB.) A LEtTERNG PLAN cqnsmucnon.wres; A. MACHNED OR GROUND.BEARNG SURFACES. B. "SEWER''.... 'WATER" OR. "storm~' -. - CAST... ON. COVER TO DENTFY S>J'TARY SEWER; WATER OR 'STORM DRANAGE systems REsPECTVElY, C. l..e''fer SZE TO BE 1 ~ MN N HEGH.T, TYPCAL. 0. VENT HOU!: RS:QU.ftEO... E, MONOUTHC.CAsr u~on OR.STEEL-ROb NSERTS AT MANUFAC:::TUR::R'$ OPTON. F NSERT S PROVO)'::D T M.UST riave 3/16n MJ;l, COVER AND 3/4" END EMSE:riME't N CASTNG. F. GOsSEr$ <lpnonal if REOUREO 6Y MANUFACTURER. ASF'HA!X PAVEMENT ;- 8~ PLAN AT c,..,c rr.:sn::=~~::;rn PLAN AT D-D l. z ;:,; "N....,.. N CONSTRliCTON Nb'Es: A CONCRETE. PPE SUPPORTS $1-lAt..L EXl'ENil OUTSOE OF,M;H, TO.. BELL. OF FRSf JONT B. ~~ ~~~LJm~~~EJi61_rlgHgr~l~~rEeE. FLVSH 10 2." MAX., Ml:f>.SURE:D AT SFRNGUNlt; OF PPE E. use: Mil>< + COURSES QR. MS BRCK ON ~P~~~M~~~E~Rk~ ~WiRAi}ksl~~ ~~~~ 1/2" MOrifAR F. BASE TO 9.1: POU~EO N PU\CE USNG NO. ;4,; BARS Ar 5'' O.C. EA. WAY FOfi M;H. 16' OR GREATER. NO. + BARS AT 12" o.c. DEPTH OF EA. WAY FOR M.H, LESS. THN 6' D.EEf',, H. ~}~S. OF STUB OR LATERAL AS SHOWN J; e" GR()LJT Flll.EJ'.oN UPPER HNJ' OF PPE AND AROUMD BASE. K. USE A 5'. ~. 5'' CONCRETE: PAD ln ALL AREAS. L. M.H;.FRAME AND COVER; SEE DETAL.. M. CONCRETE FLL, JOOO ps..n. SL.OFC: 1" PER Ff, FROM PPE CROWN, P. SHELf. TO tie Q'' WDE MN. ;Q, iipe'rcveo WATt:RST<lP TO ee: WTH n'pe OF PPE.. R. STEPS TO EiE NSTALlEb JS PER SPEC. SfCfiON g.:zo.4.7. S; ~0 {N UNPAVED A~EAS) T. N UNfiAVE:D ;AREAS; SliT FRAME TO GRADE AND SLOPE: TOP Of PAD; Ci > w (/)X :z 0 (/) ([j~ o::o ' ;; ~ 1' ~ <J '" 'i' "' ~;- _) " " '. f) A 1.:..., 8" FRAME SECTON. X,...X j_ -~- ~-:.1~ _, -. ~ ;..;..._ =J= : _ ----.;.;...;. - ~. MANHOLE f=ra!me AND. COVERS a SCALE: NT$ _;,... ' 1 ~.. ~~-~~~ :. ' ~ ~.~ " 6" SECTON.A-A A PLAN CONCRETE ENCASEMENT c.. '..... GENE8AL NOtESJ 1. WHERE A WATER LNE PAS.5ES BENEPJH OR LESS THAN 1 a N ASOY:: AN EXST. SEWER t*e, THE SEWER LNE SHALL BE. ENCASEO N CONC. 6" THCK AS.DETALED, FO~ AT LEAST 10 FT~ ON EACH SDE OF THE WATER UME, OR THE SEWER UNE SHALL BE D.l. OR o-900 PVC PPE WTH ~~EMg~Es11JlEo~ 0 t~~s l,~~ralnlf' 81 ~i~ ~HALL ALSO APPL.Y WHERE A PAAAW:L WATER.t.NE: S LESS THA( 10 FT. HORZONTALLY AND LESS THAN 2 FT. MOVt.. THE SEWER UNE; CON$TBUCDON NQrfs; A. SANTARY.. SEWEtl UNE AS SHOWN ON. PLANS, NO, + ems; CONT. WTH :3" CLEAWCE. C. NO. 4 BAAS, AT JS" O.C. SEWER ENCASEMENT DETALS SCAL::: NT$ ~ l ~ ' SE:RVCE LNE PLAN 2lt SLOPE c 'MN. = ~~~~ p CROSS SECTON a !:""'=--,---~--" SEWER SE!RVCE LNE DETAL SCALE: NTS ~~~~~~~~~~~~~~~ 1---_;;;.o.:::. o;.:_. ~+:.....:.,::..2'_'.:.:.:M.:.:.: N;.:... ~--""~' 1 2,, QENefW.. NOTES: CROSS SECTON A-A 1. A.L SERVCE lines SHALL CONFORM TO THE PLVMflJNG COD~ Of CJ"iY Of ALSUQUERQUE.AND TO CHAPTER 24 SECTiON 2 PART [, D VEL. PROC. MANUAL coosmucnon NOE$r MANHOLE TYPE e" A. RGHT.,.OF'.,-WAY UNE. B; Gl. SERVCE LNE. C. t-.'lin.,of.. 4 FT. FROM NVERT TO TOP OF CURB AT RGHT-.Qf';...WAY ~NE,....D. ELEcmONC t.tii'r<er TAPE, CCLOij CODED. (JRE~N,.PLACED ONLY t SERVCE HOOK..oUP S POSTPONED E. STAMP OR CKSEL 3" SZE, "S" ON TOP OF CURS OVE;R LOCA1iON OF SERVCE LNE, MN, 1/4" DEEP, F. CURB lc GUTTER. G. 22, ' OR 45' SEND. H. CORE DRLLED,. USNG f<lw R OUK -WAY QRLL SYSTEM, OR PLOT. HOLE; CUTTER SY$TEM OR APFlROV 0 EQUAL... J. SERVCE LNE SHALL NOT F'ROTRUOE NTO SEWER MAl N, <. SANTARY.SEWER JliPFN~ TEE, USNG PONEER OR GENERAL ENGNEERNG ca. SADDLES OR AFFROVEQ E'QUAJ.: )Q. NOf OVER TGHTEN SADDLE BOLT$ WHCH WOULD PREVENT free PASSAGE OF' REQURED >WitiREL, L SERViCE LN( (CJ. SOL PPE, SERVCE V/ElllH.T PVC S.CH -4-0 OR ABS SCH 40). M. PLUG. OR C/JF',. N. GROUND l.evel. P. SAME; ELEVATON OR H HER. Q, ppprox. S" BUT.pEF'T8 OF BURAL SHALL. NO.T BE f..!ore.than 6'. R. BACKFLL UNDER SERVCE WTH MN. 1. CUSC FOOT <lf P.C, CONCRETE ("SACKCRETE'' OR QUAL AJ...OWA91-E TfjiS NSTALLA'Tl C N). SCALE: NTS CROSS SECTOf\1.8-B 1 X 2; t/2(' cor 3/4, X 2 1 /:t" 'MUt."Ct." ;QJii-j~~~O a~m~.miljer: coupu~g' ' co~.a;i4;, B\:AOW ~. JWS,fil~ '()A(lKTJ '9'r,iNCllE:t~ Jltr,i K: 'i.eiilllth: of 'i.!eter.. : SDES' AN:l' 'ON ENDS. END'S' M.u:ST BE;. TWOAL (3/4~ TOT~ WAEA SEAYCE LATERAL ~!i zl 0 [fl - > - 0 [] :J [fl [fl w 1- <( 1- [fl w w z 0 1- [fl ~ w [L [L 0 [.J 29

30 21'-0" 6" 6" NEW PAVEMENT /. // /. <. ' <D J ; ~..L...-f-~ ,..,-:-~ ~ 'ix> COMPACT TO 95% MODERATE DENSTY (6" THCK) SECTON X-X CONCRETE RUNDOWN 1-#4 DA. CONT 4"-6" ROCK COMPACTED EARTH 95% MODFED PROCTOR (6" THCK) N.T.S. RUN-DOWN SECTON Y-Y NOT TO SCALE EXSTNG PONDNG VOLUME = 945,174 C.F. GRADNG LEGEND ? PROPERTY LNE & RON ROD FOUND ENLARGED VEW LEGEND SCALE: 1,. = 30' --@- FNSH GRADE CONTOUR EXSTNG 5' CONTOURS ---- EXSTNG 1' CONTOURS PROPERTY UNE nan ~C--.- L""---., / :,;;;;:---,A...---,-.o.-:: - T _, FG 96.2 ~ 11' 95.2 ~ HP TC 95.2 ~ sw 95.2 ~ TW OW 95.2~ EG(3195.5) + EXSTNG 5' CONTOURS EXSTNG 1' CONTOURS FNSHED GRADE TOP OF PAVEMENT HGH PONT TOP OF CURB TOP OF SDEWALK TOP OF CMU WALL DRVEWAY EXSTNG GRADES DRANAGE FLOW DRANAGE HGH PONT 4" CONCRETE 4" THCK COMPACTED BASE Z-Z SECTON ci > w (/)X z 0 (/') 2" HMAC PAVEMENT~ CROWN TRANSTON NOT TO SCALE,,, i.",_,, r',..., '' -~ao.. "Eii " o~- 6" BASE COURSE -----'C.~i ; ~:. :&'?.. :.~ 95% MODFED PROCTOR n~m~rn~rn~m~m~r =C:cCJ Ec=ll'=lll:=lllc fl=lll=fll=~=lll=l SUBGRADE PREPARATON ~ 95% MODFED PROCTOR TYPCAL PAVEMENT SECTON NOT TO SCALE Ff= P o= 28.5D.,_j r-. -:-----"! f:f= 28.83: Pf:D=.~~ j)8(eg(3131.5b) JF= _: 29 ::._.: 3 = 3 t_ ~(EG( ) PtD= ,_J r "! F'F= 29.83' Pi;D= -~9.59 r-,.----"! F'F= PAD= _,_J 1 \,f! 1/ - - / SCALE: l ' o' \ RE-GRADE EXSTNG POND ( " L.. _.,_,_,_,_ 12'-0" 6" 11'-0" 6" 1-#4 DA. CONT. COMPACT TO 95% MODERATE DENSTY (6" THCK) SECTON z-z /CONCRETE RUNDOWN N.T.S. 1-#4 DA. CONT. z 0 - rn - > 0 [[) :::J m m w 1- <( 1- m w w z 0 1- m ad W z <el _jl D.. [!] z LEGEND, '; OVERALL GRADNG PLAN SCALE: 1'" = 80' ' ' ' ' '- '- NSTALL 1 CURB EQU17ME~NT -' "c'tall 14' WDE LAY WN CURB FOR RRGATON EQUPMENT ACCESS SEE Fl N AL PLAT FOR EXACT ROAD LOCATON CONTRACTOR TO BULD ALL WHEEL CHAR RAMPS FROM PC TO PT AT TME OF ROAD CONSTRUCTON ENLARGED VEW SCALE: 1" = 30' "B" --@- ~NSH GRADE CONTOUR EXSTNG 5' CONTOURS EXSTNG 1' CONTOURS PROPERTY UNE 30

31 / / / _/ / SCALE: 111=501 )ll( EG( ) ' / )ll(eg( ) "'-- / J'.. -;\7-e~ STA: ELEV: PL PL STA: ELEV: o.oo--... r.._ ;,;;4. r.\c~ipp ---, STA LT. EQU o STA: i rt. NV SEE SECTON Y-Y ;;.; ii+es.74. ELEV: "CMFL... STA RT. EQU STA: RT. NV.'24.36" ;.~fjr"; ROCK x 12" DEEP STA: sta: L_ -- J C!JD C!JC! '[\J [\J (!](!] D J..<( L.. -- J oo "-6". ROCK x 12" DEEP D o g ;!; CUT OFF.WALL J'DEEP X 6"\\DE STA: 0+33,66 ELEV: iii ;!; 24" CMP 16 GA. 36' t.f. SLP FT/FT g~ ;!:~ ELEit: ~~~~~~~~~~~~~=--~~~==~~==~~==~ oo Oo drt) "'"'.±~ CROSS SECTON "A" SCALE: 1" - 20' CUT OFF WA... 3'DE[P X ~" DE oo q.,. o o"' +~ "'"'..... ~ POND STA: ELEV: 3124._38...,.... z 0 -[fl - -> Cl D ::J U] ;:.(j ;., <:'.., ' '" ~; "',_. SEE S ECT.ON. y OVERALL GRADNG PLAN SCALE: 1 " 50' PL PL STA: STA: 1+88.~\ li::lev: ' CMP STA RT. EQU STA: : RT. NV ::: y ~ -.. :.... STA _ STA.., _ +- 7 _ 7. 8~--'.1/\ ELEV: \ EX_s_n_'.N c; =- relev: ,.. ' ~ ( 5-::2+4o:r _1.~~ -:-:-:: o-::-24" 3 CMP 16 G~:'~.....SLOPE ELEV: 3123:00~ STAi 2.+S7.20~ELEV: 3124~00... ;~;~:~~ ~.o~frr~ stk o+~~.e6m:oe"l~:,.~ 27'-~f ~:5,~~ ""' "u"' ~"'~ 311 o.ocr=- oo ~.. : ELEV: ' B=' 99.F oo 0 ~ o'c,; D+ o.ollop.oo g ~ 0 0 g ;!; 1~~0 Oo O Oo go g~ Oo ~~ ;~ d~ ~~ ON oo 8 oo oo ~~ d~ -~~ ON "" ~~ l(l~n g~ ~re ~~ +~ J~ O+C\1 ~~ LON+~,tn ;j;;;) ;J;;;:j t"l~ l')tt'j. 2+0P-:OO 00 Co Oo 8 Cl"! ~~ ON ;tr;; ;t~ 4.,...;;:; +..-trl +~ N~ N~ 24' CMP STA ll 4C.SO lt. EQU STA: ! 0.0 RT. NV, 2101! _.c en CROSS SECTON "A" SCALE: 1" 50'.GRADE~ g ;!; 0 0 ~ ;!;... -:e ~ : , " : , e i LEGEND --@- FNSH GRADE CONTOUR 3 EXSTNG 5' CONTOURS 313~ =- EXSTNG 1' CONTOURS ---- PROPERTY UNE DRANAGE FLOW ~ld crown TRANSillON 6,6' 1% SLOPE RUN-DOWN SECTON Y-Y NOT TO SCALE COMPACT TO 95% MODERATE DENSTY (6" THCK) SECTON X-X CONCRETE RUNDOWN N.T.S. 1-#4 OA. CONT. U] w 1- <( 1- U] w w z 0 1- [fl ~ w (J 0 :z: z <(..J [L [!] z - ~ ~ [!J..J..J <( ~ W > 01 tuc-l UJ :c: c.n 31

32 BMP 2 -NSTALL 1' HGH BERM ON THREE SDES & MANTAN c 0 N crete~ /L. li=abho~ut AREA--= <; WASHOUT AREA DSPOSE OF UNUSED CONCRETE AND PAVNG MATERAL PROPERLY.! 30'±/- GROUND LNE CONCRETE WASHOUT SECTON 1' HGH BERM ON THREE SDES ROCK ENTRANCE DETAL-TRACC!NG CONTROL 8" THCK ROCK 30' Wide x 8' WDE EXSTN~~;:: j f,~ndng A~E1 ' \ r ' /. ~ / c:::j SLT FENCES c:::j HAY BALES c:::j ROCK BERMS c:::j EARTH DKE/BERM. c:::j SEDMENT TRAP c:::j PA V!D FLUMES c:::j CHANNEL LNERS c:::j EARTHEN SWALES c:::j DRANAGE SWALES c:::j PPE SLOPE DRANS CXJ STABLZED CONSTRUCTON ENTRANCE c:::j OTHER - SEE: ATTACHED STE: PLAN WASHOUT AREA CONCRETE WASHOUT AREA APPROXMATE LOCATON 30'+/- Site Coordinates: 3 2_c)_~g- 2 6 min_ sec N. 104 deg 14 min sec W. NOTE: EROSON CONTROL PLAN S SUBJECT TO CHANGE BY ON-STE S.W.P.P.P. MANAGER TO Cot.PLY WTH E.P.A. STANDARDS. ALL MANTENANCE AND WASHOUT ARE:AS TO BE DETERMNED BY CONTRACTOR AND UPDATED N THE S.W.P.P.P. SEDMENTATON BASN USES STREET BASN AREA VOLUME SZNG. EROSON CONTROL BERMS TO UMT FLOWS FROM LOT TO THE STREET. Site Operators: Con tractor: Respon sib e for: Grading, Earthwork, Utility nstallation, and Paving. MEASURES TO REDUCE STORMWATER PERMENANT STABLZATON 1.Provide Permanent Paving. 2.Construction of Permenent Ponding to control sediment/runoff. ROC ENTRANCE DETA~-TRACKNG CONTROL POLLUTON area BMP 1 -NSTALL 8' X 30' X 8"' ROCK '- AT STE ENTRANCK ;' ALL WAS11i' MA 1li'RALS, NCLUDNG CONSTRUCTON DEBRS. SHALL BE COLLEC1li'D AND SOR1li'D N A SECURE:L Y LDDED METAL DUMPSTER. NO CONSTRUCTON WAS1li' MA 1li'RAL SHALL BE BURED ON Sl7!i', THE TRANST DUMPS1li'R SHALL COMPLY WTH APPLCABLE STA 7li' AND LOCAL SOLD WAS1li' MANAGEMENT RE:GULA TONS. THE DUMPS1li'R SHALL BE EMP11ED AS NECESSARY OR AS REQURED BY LOCAL REGULATON AND THE TRASH SHALL BE HAULED TO A LCENSED LANDFLL. THE STABLZED CONSTRUC110N ENTRANCE SHALL BE STABLZED WTH ROCK RP RAP THE FOLLOWNG PRACTCES SHALL BE: USE:D TO RE:DUCE THE RSK OF SPLLS OR OTHER ACCDENTAL EXPOSURES OF MA 1li'RALS TO STORM WA 1li'R RUNOFF. r;, {, ".,.,... J~ ' i~. POTENTAL STORMWATER POLLUTON SOURCES 1.Sediments/Storm Runoff 2.Porta-Potties 3.Staglng Areas/On Site Waste 4.Non-Storm Discharges A. Fuels and Equipment Oil /Hydrau lie Flu ids B.Concrete Curing Compounds c.paving Products/Oils 5. Off Site Tracking of Materials( earth) STORMWATER PLAN NO FLED DATE: NOT FLED DATE: Project:: COPPERSTONE ESTATES SUBDVSON Location: Project Area Acres SWPPP Project Area-(Disturbed area this project) Owner: CARLSBAD COPPERSTONE, LLC. Address: 1401 S DON ROSER City: AS CRUCES State: NM Zip: Date Project Construction Activities Begin: DEC 01, 2015 Expected Project Construction Completion Date: JUNE. Site Contact Representative: Zachary J. Theus Address: 1401 S. Don Roser Telephone: tp provide a stabilzed roadway and storm drainage system. Description of Proposed Project Work: Grading, Utility nstallation, and Paving of roadways Description of Receiving Waters for Site Storm Runoff: STORM RUNOFF S RETAN ON STE Endangered Species Act: - No Endangered Species were found during site inspection. Historical Properties: Project is located on existing desert area. Project does not affect any existing. buildings.... ' EROSON SCALE: 1" to 80' '--... ' l \; \ \ OL! / / ( 1----r ~ \ / / / A.... /~ /1 ' / / // 11---'o '\ 7 \ 11-lr- - \L -+-T 32 --'"- ( \,\ l L \ ', / ' BMP 2 8' X 30' X AT STE \ -- r\ _..- / / ~- /1 SCALE: 1 11 =80 1 * STORE ONLY ENOUGH PRODUCT REQURED TO DO THE JOB. * NEA 1L Y STORE MATERALS ON-S1li' N A ORDERLY MANNER. * KEEP PRODUCTS N THER ORGNAL CONTANER. * DO NOT MX SUBSTANCES WTH ONE ANOTHER, UNLESS OTHERWSE RECOMMENDE:D BY THE MANUFACTURER. * USE ENTRE CONTE:NTS OF A PRODUCT BEFORE DSPOSNG THE CONTANER. * FOLLOW MANUFACTURER'S RECOMMENDATONS FOR PROPER USE AND DSPOSAL. * KE:EP PRODUCTS N THER ORGNAL CONTANER F AT ALL POSSBLE. * RETAN ORGNAL LABE:LS, PRODUCT NFORMATON AND MA 1li'RAL SAFETY SHEETS. * DSPOSE: SURPLUS PRODUCT N ACCORDANCE WTH MANUFACTURE:R'S OR LOCAL AND STArr RECOMMENDED METHODS. ALL ON:-S1li' V!HCLES SHALL BE MONTORED FOR LEAKS AND RECEV! REGULAR PREV!N11V! MAN1li'NANCE TO REDUCE THE CHANCE LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED N TGHTLY SEALED CONTANERS W CH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ON-S11li' SHALL BE APPLED.ACCORDNG TO THE MANUFACTURER'S RECOMME:NDATON. * MANUFACTURER'S RECOMMENDATON METHODS FOR SPLL CLEANUP SHALL BE CLEARLY POS7E:D AND Sl1li' PERSONNEL SHALL BE MADE AWARE OF THE PROCEDURES: * MA 7!i'RALS AND EQUPMENT NECESSARY FOR SPLL CLEANUP SHALL BE KEPT N THE MATERAL STORAGE AREA ON-S11li'; * ALL SPLLS SHALL BE CLEANED UP MMEDA 1li'L Y AFTER DSCOV!RY; * SPLL AREA SHALL BE WELL VENTLA 1li'D AND APPROPRATE CLOTHNG WLL BE WORN * ANY SPLL SHALL BE: REPOR1li'D TO THE APPROPRA1li' GOV!RNMENTAL AGENCY * MEASURES SHALL BE TAKEN TO PREVENT A SPLL REOCCUR. ALL POLLUTON PREVENTON MEASURES SHALL BE NSPEC1li'D AT LEAST ONCE: A WEEK OR WTHN 24-HOURS FOLLOWNG A STORM EV!NT OF 0.5 NCHES OR MORE. NSPECTON WLL BE CONDUC1li'D N FNAL STABLZED AREAS OR DURNG ARD PERODS MONTHLY. BEST MANAGEMENT PRAC11CES AND POLLUTON CONTROL PROCEDURES SHALL BE NSPECTED FOR ADEQUACY. DSPOSAL AREAS. STOCKPLES, AND HAUL ROADS SHALL BE CONSTRUC1li'D N A MANNER THAT WLL MNMZE AND CONTROL THE AMOUNT OF SEDMENT THAT MAY ENTE:R RECEVNG WATERS. DSPOSAL AREAS SHALL NOT BE LOCA 1li'D N ANY WETLAND, WA 1li'R BODY OR STREAMBED. CONSTRUC110N STAGNG AREAS AND VEHCLE MAN1li'NANCE AREAS SHALL BE CONSTRUC1li'D BY THE CONTRACTOR N A MANNER TO MNMZE THE RUNOFF OF POLLUTANTS. ALL WA 1li'RWA \'S SHALL BE CLEANED AS SOON AS PRACTCABLE OF Tt:MPORARY EMBANKMENT, 1li'MPORARY BRDGES, MATTNG, FALSE WORK, PLNG, DEBRS OR OTHER OBSTRUCTONS PLACED DURNG CONSTRUCTON OPERATONS THAT ARE: NOT A PART OF THE FNSHED WORK. 1. PERFORM PERODC NSPECTON OF THE SWPPP STRUCTURES. PERFORM MAN1li'NANCE, ADJUSTMENTS OR REPLACEMENTS AS NEEDED. 2. CLEARNG AND GRUBBNG. 3. Sl1li' GRADNG AND PAD SCARFYNG AND COMPACTNG. 4. EXCAVA 7li' FOR Sl1li' AND BULDNG UTLTES. 5. CONSTRUCTON OF Sl7!i' MPROV!MENTS. 6. W-lEN ALL CONSTRUCTON ACTVTY RELA 1li'D TO DE:V!LOPMENT OF THE S17li' S COMPLETE, REMOVE 1li'MPORARY CONTROLS. z 0 Ū1 - > - 0 OJ :J (f) (f) w ~ <( ~ (f) w z <( rt: w r z z 0 0 r- CJ z (f) ~ ~ CJ ci Jl 0 rt: w! l '! i --- i :ECP 1 w ~,!

33 CRESTLNE SUBDVSON MASTER UTLTY PLAN T ~EXSTNG FORCE MAN n~!2j EXSTNG MH NV: ::J "' LEXSTNG a SEWER LNE TO ~ BE ABANDON~ rn... s -- s ----{ ~ NEW 12" SEWER LNE [;; t:) NEW MANHOLE 1120 NV: ' s l NEW 12" SEWER line SCALE: WATERLNE SY_o_!EM DATA OWNER:CTY of CARLSBAD OPERATOR:CTY OF CARLSBAD SYSTEM PRESSURE: EXPECTED N PROJECT AREA-50-ro PS WATER DEPTH N GENERAL- 4' BELOW GRADE CONTRACTOR TO NSTALL NEW 1' WATER SERVCES & TE-N AS PER CODE. CAP ALL PRESSURZED lines. SANTARY SEWER SYSTEM DATA OWNER:CTY of CARLSBAD NEW a SEWER LNE NEW STUB OUT SECTON DETAL NO SCALE --s ----s ----s ----s EXSTNG SEWER EXSTNG UFT STATON FORCE MAN ALL WATER SERVCES ALL SEWER SERVCES OPERATOR:CTY OF CARLSBAD SYSTEM TYPE: GRAVTY ON STE-8' SDR35 TO EXSTNG EXSTNG LFT STATON SOUTH OF SUBDVSON SYSTEM N CTY OF CARLSBAD RN 0 > w CJ)OC z 0 -CJ) / ' ' / ABANDONED PPE AND EXSTNG MANHOLE WTH CONCRETE NEW MH 11 TE N TO EXSTNG 8" WATER UNE.rE:XS'nNG a WAlER UNE ~--_/ NOTE: CONTRACTOR TO MANTAN SA SERVCE UTLTY PLAN & PROFLE LEGEND "-fl _ 22' EUBOW - S NEW SEv. R UNE - W -NEW 12" WATER UNE -G -NEW 2" GAS UNE ---w- 1" WATER STUB OUT ~---t ~G - 1" GAS STUB OUT -X SOV - SHUT OFF VALVE ---3S - 5' SHUT OFF VALVE ~~ t 4" SAS STUB - SEWER MANHOUE LOCATON ~ - AR RELEASE VALVE NEW a G. V W/ BXB TEE W/ THRUST BLOCK.-sox PO\ER 5' SHUT OFF! ]11 VALVE 'lot en LOT ~- 45' EUBOW y - 90' EUBOW -NEW ARE HYDRANT ASSEMBLY TEE, GATE, & THRUST BLOCK, VALVE -$- - PONT OF CONNECTON TO EXSTNG UTiliTES ' "' - o:j..~ '.... SDEWALK..-.:.,_:. ~.:.-,;~."' :as.. -. ~~-... :~.ot " ::~- t -:... ::..._,,... ~~-. -;...-.~ CURB & GUTie:R./. ~ -+-8" ~Ev. R 4. " - - ; ~-"'.'.. t-.1 --: s WATER 8" WATER w t ~~ 10' > > j!!; --s _... s!5..1.'--m.mo~~.,!--- ~ ~ ~~ ~~ ~ m ~~ --ii;--,---2"g-----c2"g----,_.; ~ ~ - NOTE: UTLTY LOCA ON SHOWN BELOW ARE T'PCAL. ANY VARATON WLL BE SHOWN ON UTLTY PLANS. ALL SERVCE CONNECTONS SHALL MANTAN 5' SEPARATON DSTANCE AS A MNMUM. TYPCAL UTLTY LOCATON r-1 METER STUBOUT N PARKWAY z m > - 0 m :J m m w <( 1- m w w z 0 1- m ~ w [l [l 0 CJ z <( _J [l > NO SCALE C> :z:,. ' 33 ~uc-2 w :::c (/)

34 CRESTLNE SUBDVSON MASTER UTLTY PLAN T ~EXSllNG FORCE MAN ~ 7!l,l ::J EXSllNG MH NV: EXSllNG B" SEWER UNE TO L. BE ABANDONE)_) s... _ s _..,.\ WATERLNE SYSTEM DATA OWNER:CTY of CARLSBAD OPERATOR:CTY OF CARLSBAD SYSTEM PRESSURE: EXPECTED N PROJECT AREA-&J.60 PS " z E.. J U) NEW 12" SEWER LNE NEW MANHOLE (/20 NV: s ' l NEW 12" SEWER LNE SCALE: 1 11 =80 1 WATER DEPTH N GENERAL 4' BELOW GRADE CONTRACTOR TO NSTALL NEW 1' WATER SERVCES & TE-N AS PER CODE. CAP ALL PRESSURZED LNES. SANTARY SEWER SYSTEM DATA OWNER:CTY of CARLSBAD NEW a SEWER LNE NEW SllJB OUT SECTON DETAL EXSllNG UFT STAllON OPERATOR:CTY OF CARLSBAD SYSTEM TYPE: GRAVTY ON STE-8' SDR 35 TO EXSTNG EXSTNG LFT STATON NE OF SUBDVSON SYSTEM N CTY OF CARLSBAD RN'/ NO SCALE --s ----s ----s ----s EXSllNG SEWER ALL WATER SERVCES 1 11 ALL SEWER SERVCES ', ~ )", ' '... ' ' ' ~ EXSllNG FORCE MAN SEE DETAL THS SHEET~ NEW MH 20 RM: 312!; NV: ABANDONED PPE AND EXSllNG MANHOLE WTH CONCRETE NEW MH NV: NEW MH 9 NV: l ~ ;;: ~ ;;: 0 m t.)., ;;: w z N TO EXSllNG B" WATER LNE rexsl~ng 8" WATER LNE / --; J NOTE: CONTRACTOR TO MANTAN SA SERVCE 'k---j :::; -X-.1 X x-:-~ UTLTY PLAN & PROFLE LEGEND "'-fl _ 22" ELBOW - S NEW SE\\m LNE - W - NEW 12" WATER LNE -G -NEW 2" GAS LNE ---w- 1" WATER STUB OUT ~- 45" ELBOW y - 90" ELBOW -NEW FRE HYDRANT ASSEMBLY TEE, GATE, & THRUST 50 0-iV G - 1" GAS STUB OUT BLOCK, VALVE SOV - SHUT OFF VALVE ----;J]S - 4" SAS STUB OUT - SEWER MANHOLE LOCAllON ~ - AR RELEASE VALVE S - NEW a G.V W/ BXB TEE W/ THRUST BLOCK POWER :~n SHUT SHUT OFF VALVE f. f VALVE OFF ~... "'LOT $- - PONT OF CONNECllON TO EXSTNG Ul1Lil1ES "' "'" '. - '.. 4_. 4". SDEWALK.... """.... ~..-. ~. :~~.~:.... _:...~ = "'...::~......,. ~... f::. ::~... ~,,~.-: :...~ 1... ~.. :.,.J'... " CURB & GUnER_/ a WATER 8" WATER w ~-+a ~R w " > ffi Ul Ul """ ~ w " > ffi "' Ul 13 ~ s NOTE: UTLTY LOCATON SHOWN BELOW ARE TYPCAL. ANY VARATON WLL BE SHOWN ON UTLTY PLANS. ALL SER~CE CONNECTONS SHALL MANTAN 5' SEPARATON DSTANCE AS A MNMUM. ETER STUBOUT N PARKWAY ~M 2"G -----<2"G----=.~...:~::. TYPCAL UTLTY LOCATON NO SCALE z m > - 0 m :J m m w 1- <( 1- m w w z 0 1- m ~ w a.. a.. 0 (.J. 0 :z z <( _J a.. > J -1- :J! w 1- m <( ~ " ' ' 1- w :c (/) C-2. 34

35 UTLTY PLAN & PROFLE LEGEND s s y--l- EXS11NG SEWER LNE TO BE ABfNDONEO / / / / / / ~ '. "' -s---- NEW SEWER UNE - W NEW 12" WATER UNE -G -NEW 2" GAS UNE ---w - 1" WATER STUB OUT -~G - 1" GAS STUB OUT SOV - SHUT OFF VALVE --3S - 4" SAS STUB OUT ~- 22" ELBOW ~- 45' ELBOW ~- 90' ELBOW l -NEW FRE "' H'JRANT ASSEMBLY TEE, GATE, & THRUST BLOCK, VALVE ~ - PONT OF CONNEC110N TO EXS11NG U11L11ES NEW STUB OUT 20LF. 12" SAS & CAP SL=0.003 FT/FT NEW 8" G.V TEE s s NEW RM: ~"'" u NV: STA PLAN VEW- MAHOGANY DRVE STA: 0+00 TO STA: SCALE: HORZ. 1" =50' SEE THS SHEET TEE,_W/ T.B. 1+7~.22 NEW RM: ~ NV:.m '' ~" STA ,, GRAPHC SCALE ( N FEET) 1 inch = 50 ft. / /,. / "' s ax a TEE w 1 T.B STA (10.00') PLAN VEW- PALO VERDE CR. STA: 0+00 TO STA: 3+50 SCALE; HORZ. 1" =50' NEW go mlow STA 2+39!03 OFFSET (10.r) GRAPHC SCALE ( N FEET) 1 inch = 50 ft. TO CONSTRUCTED AT OF HOME SEWER MANHOLE LOCAllON ~ - AR RELEASE VALVE NEW 8" G. V W/ BXB TEE. W/ THRUST BLOCK TYPE "8" PMBP r- A5:PH1~ L T PRME COAT 6" BASE COURSE COMP. SUBGRADE 2% TYPCAL STREET SECTON. NO SCALE 1/> 11-1/2". 1'-o" 6" R [12" R.~ ~.. ' 4.,... 2% 4,... ~ ~ j_.. " 4 50' RW j ~. TO BE CONSTRUCTED AT lime OF HOME CONSTRUC110N i::i ::> w c.n~ z 0 U'),,. ;!,._,..,.... : ; : -1+5Q _!_ , : ; ,.....,.... '' '""';"' '"" L L _l_ 3150.!'"" ,.... : i BXB TEE-; >ftr 1..W/ T.B...: _l_ L L L... L :...,......: ,... _ y. NEW MJ:l #1... :..... 'EXS11NG SURFACE'.. STA: ="s:;;-- - ~- NSTA!J...NE.'/ " GATE VALVE '. ~~: g,~go9 go. r--::==::;;;"1.... MANHOLE /1.1 STA:O+OO.OO EQU STA (Mahogacy) RM ELEV= 3125.!i0.. N.VERT N (56),:, NVERT. N {SW) ~ 3118,18.. NVERT OUT (NW)., 311B.OB DEPTH: 7.90'.. "'... :.. :... r 5' 5' POWER :t-o~ NO SCALE LOT SHUT OFF VALVE ~ ~ e ~~ 11 SHUT OFF VALVE..... '... "... ~ 4' SDEWALK..- -:..~...:...,t :,'<, " n' ~. ~~~ :, '.... -~."' ',. :~. ~ '",.:. ' \. "'r'....'~<~-.. ~... =- -.,; -:.''.~ ''-.~..,,; t._. t-f '. ' '."..., ;...,...,... :...- NEW ~RE HYDRANT:... ;... ;....._ -- _: : - -' :~. ~:.. ~ :.. NEW MH 113 ; :... STA: 2+48; RM: : it Gl,f... NEW 90'... ELBOW... STA: WANHOLE U3 STA::2+4S.92 RMaEV=3127.2D NVERT N (SE) = \NVERTOUT(NE) = , DEP.TH.=5.al....,... srli: 2+4il:sz NV: '...,... : ~--~~~====1====+----~--~--~ ~--~--~ ~--~~ oo oo Oci +~ "'"' _,., oo oo lfici...,., + ~"' Oo oo ~d +" "'"' CURB & GUTTER.../. -+s ~EWER ~ ~ s WATER a WATER w lx m a --~----, ~G ~G~------~~~---- ~ ~ NOTEi UllUTY LOCATON SHOWN BELOW ARE TYPCAL. ANY VARATON WLL BE SHOWN ON UllLTY PLANS. ALL SERVCE CONNECllONS SHALL MANTAN 5' SEPARATON DSTANCE AS A MNMUM. TYPCAL UTLTY LOCATON NO SCALE METER STUBOUT r: N PARKWAY z tl1 - > 0 rc :J m m w 1- <( 1- m w w z 0 1- rn (! w c.. [)_ 0 [.J r:t: (J w 0 r:t: w > 0...J <(! 11' c(il wl > - r:t: ol >- zl <( [!) 0 <( ~ 11 z 11. ; PROFLE VEW- MAHOGANY DRVE STA: 0+00 TO STA: SCALE: HORZ. 1" =50' VERT. 11!:: 5' PROFLE VEW- PALO VERDE CR. STA: 0+00 TO STA: 3+50 SCALE: HORZ. 1" = 50' VERT.1" = 5' THE CONTRACTOR SHALL NOTFY All UTLTY COMPANES BEFORE COMMENCNG WORK AND BE RESPONSBLE FOR COMPLYNG WTH THE EOOY COUNTY UT LilY COUNSEL BLUE STAKE PROCEDURES. ANY DAMAGE TO EXSTNG UTLTES WLL BE THE CONTRACTOR'S RESPONSBUTY. PROFLE LEGEND FNSHED GRACE EXSTNG GRADE la PV.N PROFLE NEW WATER UNE (CH~~,a~,J~~'tutffi~~ EXSTNG UTUTY LNE S~'ROTli FilllliTJ.TYc.ollOT NEW SEWER LNE U!VJJUE.! &E C/.UWT~N :tltol} SCALE: NO 0 SCALE 0 :z C-3 1- w w ::r: U') 35

36 UTLTY PLAN & PROFLE LEGEND / / / / / / - S NEW SEv.ER UNE -w----- NEW 12" WAlER UNE - G NEW 2" GAS UNE --w - 1" WATER STUB OUT -~G - 1" GAS STUB OUT SOV - SHUT OFF VALVE "-! _ 22' ELBOW ~- 45' ELBOW y- 90' ELBOW 1 - NEW FRE <> HYDRANT ASSEMBLY TEE, GATE, & THRUST BLOCK, VALVE -$ - PONT OF CONNECTON TO EXSTNG UTLTES \ NEW 45' ELBOW " STA '\ OFFSET (10.00') / / / s NEW FRE HYDRA STA f f f / POLE- SEE UTLTY PLAN FOR STREET SDE LOCATON -~S- 4" SAS STUB OUT CD - SEWER MANHOLE LOCATON ~ - A1R RELEASE VALVE 19 - NEW 8" G.V W/ 8X8 TEE W/'THRUST BLOCK,-AS'HALT PRME COAT 6" BASE COURSE COMP. SUBGRADE 2% 2ll: ~~--~~~~& ~~~ PLAN VEW- PALO VERDE CR. STA: 3+50 TO STA: 6+00 END SCALE: HORZ. 1" =50' GRAPHC SCALE 1-.. r-i~i--~t~~~t ( N FEET ) 1 inch = 50 fl PLAN VEW- REDWOOD LOOP STA: TO STA: 4+50 SCALE: HORZ. 1" = 50' GRAPHC SCALE TO BE CONSTRUCTED AT TME OF HOME CONSTRUCTON TYPCAL STREET SECTON NO SCALE 1/> 11-1/2. 1'-o 6" R --~2": r ' -., ' :;. 4,, '. ~ " "' l : t.. 50' RW TO BE CONSTRUCTED AT TME Or HOME CONSTRUCTON ';i ',_,,,_,_..,..,..., >., :"i "' ' - -u _j J L. ' _L LF=269.B7~ -- ' ' '..., : PROFLE VEW- PALO VERDE CR STA: 3+50 TO STA: 6+00 END SCALE: HORZ. 1'=50' VERT. 1" = 5'....,...,..,:,......;......,......:... """ '..., : ' ; '""'- '"... lo.~.-. ti U:l rjl L ' 0 ON t), o r-- oo;j +"' ~~ 5l~ 9r> vv J... L... L.J..J... L L 3150 g.,. 8"' ' c.,. q,., arl"-': N- d"l t)' o1ii N1i; o- +"' "' ol"> o"'... ; :... ' ' ' ' ~~ 8- o., g~ of'! c.,. o., o., 8a; Lri~ 8"' d~ Lri...: g"' Lri...: d~ t)' "' O"' O"' "' ""' 6;;) j:~ "'"' +- ±~ ""' +- +:2 o"' ~Pi -"' -"' "'"' PROFLE VEW - REDWOOD LOOP STA: TO STA: 4+50 SCALE: HORZ. 1' = 50' VERT. 1";:; 5' o., o., ~~ ltl..: q"' "'"' ""' "'"' cttrl +- 2'-o FOR USE ON MNOR LOCAL STREETS N RESDENTAL DEVELOPMENTS HAVNG ACCESS OF NDVDUAL DRVEWAYS TO STREETS. ONCE USED, T SHALL BE CONTNUED THROUGHOUT THE SUBDVSON, TO li'lclude EXTENDNG TO THE NEXT STREET NTERSECTON. ALL CURB RETURNS SHALL BE A lype "A" OR "8" CURB AS REQURED FOR DRANAGE WTH A MNMUM 10' TRANSTO'l FROM THE PC & PT OF THE CURS RETURN TO THE lype "E" CURBNG.. DRVE PADS AND SDEWALKS TO BE CONSTRUCTED BY HOME BULDER. NO CONSTRUCTON AT THS TME. TYPE "G" CURB & GUTER ' '...,..... NO SCALE o., q"' o1ii "" '' '"' '"... old q"' o ltl..: +- "'"' ;J;;;; "'"'.. "' """ '" ' '" " ' ',. : A " '" " sox. 5' " _,... _ <.... ' ! : c.,. q., o on1ii +- "'"' ~ o,. q,., ~ill 8"' lfi...- o1ii N1ii g:9 +:2 ;J:1ii ;j:1ii ~~ "'"' o., m-.j< ti.. ~ "" rjl Qg:a "rll 1:5.+,-.j< ~~ '' rjl THE CONTRACTOR SHALL NOTFY ALL UTLTY COMPANES BEFORE COMMENCNG WORK AND BE RESPONSBLE FOR COMPLYNG WTH THE EDDY COUNTY UTLTY COUNSEL BLUE STAKE PROCEDURES, MY DAMAGE TO EXSTNG UTLTES WLL BE THE CONTRACTOR'S RESPONSBLTY. SHUT OFF VALVE,.-POWER r~hut off ~ VALVE!.,- "'!! ;~ j 'J r LOT ' ~ ' 4 4' SDEWALK.,'..,.. "'~. ' ".._o,l ~ -... ' ":'.-.._... ';...::- ~... ~._ ' 'ir ~::,_,,,.-~~ _;' ';.. -.~,. f/ 'f ~. CURB &: GUTTER_/ a WAlER \.!/ a WAlER w -+ ~ "'!!'" 10' 5 u PO ~ l a" Ev.ER --S l S ~---t\tllf-#!x-- -!J!!! ~~ ~ ~ ~ ~ -imii--_m"',... ~G :~G------~~-~-- ~ (3 ~ ~ NOTE: UTLTY LOCATON SHOWN BELOW ARE TYPCAL. ANY VARATON WLL BE SHOWN ON UTLTY PLANS. ALL SERVCE CONNECTONS. SHALL MANTAN 5' SEPARATON DSTANCE AS A MNMUM. TYPCAL UTLTY LOCATON EXSTNG GRADE /l, PV.N PROFLE = === l~'lli~j.fijes. NEWWATERLNE tu C.OUDTOMSHUTJ (00(;11311UTF:JCO.Q\T Ofll'l.liPl!i twe) EXSTNG UTLTY UNE filo< mcne f ygj.j.o".trl NEW SEWER LNE ~~O~.WH!. ste:.a:.\u/1 o~~'--"11 NO SCALE r~ ElER STUBOUT N PARKWAY z 0 - Ul - > 0 [D ::J m Ul w r <( r Ul w w z 0 1- Ul ~ w (J [Li Dl 0'...J ol Dl ol ~~ o! ~ r.(i~ ~ 0 w ~~ w > 0...J ~~ [L ~ '',._ 36

37 8x8 TEE W/ T.B. STA ~ET (10.~) & C-4. ' t=!l NEW F(RE HYDRANT STA 1d (/) :::;: (/) 0:: Cl > :z ( 0 :c ~ SEE SHEET C-3 ~~- - STA 11+76,95 OFFSET (11. 73') UTLTY PLAN & PROFLE LEGEND "'--! _ 22' ELBOW -s----- NEW SEWER UNE - W' NEW 12" WATER UNE -G NEW 2" GAS UNE ---w - 1" WATER STUB OUT -~G - SOV --3S - 1" GAS STUB OUT -.SHUT OFF VALVE 4" SAS STUB OUT ~- 45' ELBOW Yl - 90' ELBOW 1{ -NEW FRE ~ HYDRANT ASSEMBLY TEE, GA TE, & THRUST BLOCK, VALVE $- - PONT OF CONNECTON TO EXSTNG UTLTES 0 - SEWER MANHOLE LOCATON - "'. t--.grit POLE- SEE UTLTY for STREET SDE LOCATON ~ - AR RELEASE VALVE 1<9 - NEW 8" G. V W / 8X8 TEE W/ THRUST BLOCK 6" MNMUM DEEP SUBGRAOE TO BE COMPACTED TO 95% Of MODFED PROCTOR. 2" TYPE "B" PMBP r--asf'ha.t PRME COAT 6" BASE COURSE COMP. SUBGRADE 2% (j! PLAN VEW- REDWOOD LOOP STA: 4+50 TO STA: SCALE: HORZ. 1" =50' GRAPHC SCALE ( N FEET) 1 nch = 50 L TO BE CONSTRUCTED AT 11ME OF HOME CONSTRUCTON TYPCAL STREET SECTON NO SCALE f2'tr--11-1/2' 6' 1 R 12" R 1'-o --,.... ;. 4 50' RW TO BE CONSTRUCTED AT TME OF HOME CONSTRUCTON i:i > w Cf)O:: z 0 -C./') >w UJ;;i o::o.,.,,,.. U -_:; 3150 _j s+os.44: "... """"'" ; :... : !... L... L L L!.J PV STA: PV ELEV: K: 134;64 LVC: L.P.Sta. 11' ''ELBOW !.. L L 315o ,...,. -."\~ SHUT OFF VALVE e '-o' FOR USE ON MNOR LOCAL STREETS N RESDENTAL DEVELOPMENTS HAVNG ACCESS OF NDVDUAL DRVEWAYS TO STREETS. ONCE USED, T SHALL BE CONTNUED THROUGHOUT THE SUBDVSON, TO NCLUDE EXTENDNG TO THE NEXT STREET NTERSECTON. ALL CURB RETURNS SHALL SE A TYPE "A" OR "8" CURB AS REQURED FOR DRANAGE WTH A MNMUM 10' TRANSmON FROM THE PC & PT OF THE CURB RETURN TO THE TYPE "E" CURBNG. DRVE PADS AND SDEWALKS TO BE CONSTRUCTED BY HOME BULDER. NO CONSTRUCTON AT THS TME. TYPE "G" CURB & GUTER POWER r 5' VALVE SHUT OFF ~ "' NO SCALE LOT ~ " ']' ,... ". 4 4' SDEWALK..' "..... : ~..- : " : ";'.'... _:.. --:~ t. 1'; ~,';,,:;;, -.~... ~-:._, ~ ' '!' ~. \. :.:! J'. CURB &: GuTiER.-/ 8" WATER s WATER w -+8" ~EWER t ~~ 10' :;: :;: ---s--~----s~~--~~~~~- ~ ~ i i ~ ~ ~ ~ :~G :~G ~-~-- NOTE: UTLTY LOCATON SHOWN BELOW ARE TYPCAL. ANY VARATON WLL BE SHOWN ON UTLTY PLANS. ALL SERVCE CONNECTONS SHALL MANTAN 5' SEPARATON DSTANCE AS A MNMUM. TYPCAL UTLTY LOCATON NO SCALE r METER STUBOUT N PARKWAY - [fl - > 0 DJ :J [fl [fl w 1- <( 1- tn w w z 0 1-, Ul l:t: w 11. a ~! l _. ol ol o~ ~~ Ol w! ~ ll ' ~ ll,.. ;. ; : '-~ PROFLE VEW - REDWOOD LOOP ST A: 4+50 TO STA: SCALE: HORZ. 1' = 50' VERT.1"=5' THE CONTRACTOR SHALL NOTFY ALL UTLT COMPANES BEFORE COMMENCNG WORK AND BE RESPONSBLE FOR COMPLYNG WTH THE EDDY COUNTY UTLTY COUNSEL BLUE STAKE PROCEDURES. ANY DAMAGE TO EXSTNG UTLTES WLL BE THE CONTRACTOR'S RESPONSBLTY. PROFLE LEGEND FNSHED GRADE EXSTNG GRADE A PV. N PROFLE :==: ~~~~W~~~:rfoak 1 ~!CH'~ SleET C!eA:.!Clll'c-t PUPJ\EPP') EXSTNG (![11~Efllfli/TU'Ye,ou~UT) UTUlY LNE NEW SEWER LNE!UE\AAJ<t.ll>ECUDe"t><'ElJ LOCATON MAP SCALE: NOT to SCALE 37

38 . UTLTY PLAN & PROFLE LEGEND \ ----s ----\ ----s ~ -1-i M> ABANDONED P PE 1 tnd EXSTNG MAN OLE! WTH CONCRETE/~"' J ' \ \ \ \ NEW 22' ELBOW STA OFFSET \ \ - S NEW SEWER UNE -W'----- NEW 1 2" WATER LNE - G NEW 2" GAS UNE --- w - 1" WATER STUB OUT -~G - SDV 1" GAS STUB OUT - SHUT OFF VALVE " SAS STUB - SEWER MANHOLE LOCATON ~ - AR RELEASE VALVE ze - NEW 8" G.V W/ 8X8 TEE W/ THRUST BLOCK " ' ELBOW ~- 45' ELBOW Yl - 90' ELBOW l - NEW FRE H'rllRANT ASSEMBLY TEE, GATE, & THRUST BLOCK, VALVE -$- - PONT OF CONNECTON TO EXSTNG UTUTES EXSTNG MH !NV: STA NEW RM:!NV: STA 17+~1.13 \ \ \ MH 15 _,-RM: STA UTUTY SDE 6" MNMUM DEEP SUBGRADE TO 8 COMPACTED TO 95% OF MODFED PROCTOR. 2" TYPE "8" PMBP r-asf'ha.t PRME COAT COMP. SUBGRADE 2% 2% ' :,. : 1:i... : ~: '.. " : _j REDWOOD OR. PLAN VEW - REDWOOD LOOP STA: TO STA: SCALE: HORZ. 1" 50' GRAPHC SCALE (mfeet) 1 nch = 50 tt L J...! J L L... J.. J L.. <0.0. -N f' :...: a:i <D- N... : ;}; t;; NEW~~!: ~s!~~~l... ~ ~.,... >-m.(d ' j... VALVE BOX ,sj~~;p~ Ef 5 ~~R~o~~~go~!~EWE~FT~~~"' =~s=t:::a.-, t1:::s+"'4-:::2.:::2:::il:::...'l LF=253.92'!NV: ;54 MANHOLE J ~3 EOU.... STA:OO OO.(]O..... :... RM ELEV= () NVERTN (E)= :..., ':''NVERTN {Npo :mo.64 :.....!tn.~p{,ti(s).7:.~,.fd.-5.t... DEP1H=8.1'l!i'... PV.. STA: PV ELEV: 'Kl'79:24. LVC: NEW MH #13 STAC: RM: :---~ m.. '...::: co """'""'... :... to (',!""' :_ ;b tr;. ~.. w '~ 1.!..., ~ GJ B WATERLNE SO 35 SEWE. : SLOPE = FT /FT tf=238;85' "...,: NEW... 22~.. ELBOW.... STA: : PV STA: 18+58,89 PV ELEV: K: M.nr. LVC: too,oo : ;... LP.Eiev: L.P.Sta : : en ;,c;; w -oo- "'.... \ ,._,... ~ gf 'ffl'''' ai roo:" 0<>1... io ;,+ - - ~... '.... '. ;j; ;;;... : lxl t') -... i.":": ~ ~.....:... 1-~ -~:.. :> m 'CD..... :w... ~.AN.':'OL~ ~ :... RM.9.EV;;;312~ NVERT OUT(SW) = NVERT-N [NE)=-3.121:70... O:PTH=6.10' L _!_ :... SLOPE = FT/FT LF 239;56'. MANHOLE# 15 STA;20t'<l.M. : RMELzy= : 'NVERT OUT (VJ);; 3122'.113 :.. ~~~~~-m ~~l=~-~~ii!::.-- "... : ' '""'... ; DEPTH ' ' :... ~.;._...:::::..:::...:::~...J 8K8 'lte WTH T.B. STA: STA: NV, &-l----t---i----t----r---t----~--~---t---i----t----r---+--~~--~---t---i----t ~~--~--~ ~--4---~--~~--~3110 o,._ 0 ""' ogj +- "'"' ~ PROFLE VEW- REDWOOD LOOP STA: TO STA: END SCALE: HORZ. 1" =50' VERT. 1" = 5' g.,,..., 0() - +~ -"'"'... J... TO BE CONSTRUCTED AT llme OF HOME CONSTRUCllON THE CONTRACTOR SHALL NOTFY ALL UTLTY COMPANES BEFORE COMMENCNG WORK AND BE RESPONSBLE FOR COMPLYNG WTH THE EDDY COUNTY UTLTY COUNSEL BLUE STAKE PROCEDURES. />NY DAMAGE TO EXSTNG UTLTES WLL BE THE CONTRACTOR'S RESPONSBLTY. TYPCAL STREET SECTON 5' (!BOX 5' SHUT OFF \ SHUT OFF 011 VALVE VALVE E CURB & NO SCALE 1/> 11-1/2" t -c 6" R. ~2":... s, ' ~ " t 4.. " 50' RW 2'-o" FOR USE ON MNOR LOCAL STREETS N RESDENTAL DEVELOPMENTS HAVNG ACCESS OF NDVDUAL DRVEWAYS TO STREETS. ONCE USED, T SHALL BE CONTNUED THROUGHOUT THE SUBDVSON, TO NCLUDE EXTENDNG TO THE NEXT STREET NTERSECTON. ALL CURB RETURNS SHALL BE A TYPE "A" OR "B" CURB AS REQURED FOR DRANAGE WTH A MNMUM 10' TRANSTON FROM THE PC & PT OF THE CURB RETURN TO THE TYPE "E" CURBNG. DRVE PADS AND SDEWALKS TO BE CONSTRUCTED BY HOME BULDER. NO CONSTRUCTON AT THS TME. TYPE "G" CURB & GUTER POWER : '. " SDEWALK. '...:,,. :.... \"~ ":"'"..'..',. "...1". :. -~.... NO SCALE ~ w <n LOT. -.. <# '... '... :::....,. ~ :... h::... ~... -~-.. ;'': :'.~ ''-.~. ''.' 'f-.r -: GUTTER~ B" WATER 8" WATER w ---. w o "' o 1 0' :;: :;: --'-- s...l., s.l--..v~;...;;~-- ~ ~ m m ~~G ~~G ~~ ~ ~ NOTE: UTLTY LOCATON SHOWN BELOW ARE TYPCAL ANY VARATON WLL BE SHOWN ON UTLTY PLANS. ALL SERVCE CONNECTONS SHALL MANTAN 5' SEPARATON DSTANCE AS A MNMUM. TYPCAL UTLTY LOCATON PROFLE LEGEND FNSHED GRADE EXSTNG GRADE la PVJ.N PROFLE (,U~XJa~~J}~~~ ==== EXSTNG UTLTY LNE (l!effijfleftll\lll.rrf(;nj.q(j) -,,..p " ;_ ===~-== J~~;;;;;;;;;;;;;-:::;;. 38 C'tCH~T roo UU0\!1'00 f'uitlli.e f;f'i:} NEW SEWER LNE f'rr~ \'MlB.EEt:l.tlOOT 0~ ZliFfT) NO SCALE :.,. TO BE CONSTRUCTED AT TME OF HOME CONSTRUCTON METER STUBOUT r~ N PARKWAY z UJ > - 0 ll :J rn rn w 1- <( 1- r.n w w z 0 1- rn r! w [.J 1- w :::c i:i > w (/)X z 0 (/) >w LU~ o::o ' t i! l! ' l i! i D.. 0! i 01..J ~ ' 01 ~~ ~ z 0... C-6 (/)

39 UTLTY PLAN & PROFLE LEGEND - S NEW SEWER UNE -w----- NEW 12" WATER UNE - G NEW 2" GAS LNE ---w - 1" WATER STUB OUT -~G - 1" GAS STUB OUT SOV - SHUT OFF VALVE ---3:5-4" SAS STUB - SEWER MANHOLE LOCATON A<...ij _ 22' ELBOW <'y - 45' ELBOW '4-90' ELBOW - NEW FRE HYDRANT ASSEMBLY TEE. GATE, & THRUST BLOCK, VALVE -$ - PONT OF CONNECTON TO EXSTNG UllLillES EXSllNG J.tH 19 RM: !NV: STA ~ - AR RELEASE VALVE 16 - NEW B" G.V W/ BX8 TEE W/ THRUST BLOCK EXSTNG J.tH 18J RM: !NV: STA ~ "--LGHT POLE- SEE UTLTY PLAN FOR SllREET SDE LOCATON 6" MNMUM DEEP SUBGRADE TO BE COMPACTED TO 95% OF MODFED PROCTOR. 2".TYPE "8" PMBP ASPHALT PRME COAT 6" BASE COURSE COMP. SUB GRADE. 2% 2.0' TYPE "B" c.u"or\\r;,;;;;;;;~~-1 ~~~~~~~ PLAN VEW- TEAK LANE STA: TO STA: 4+68 END SCALE: HORZ. 1' = 50' GRAPHC SCALE ( Dl FEET } 1 nch = 50 fl TO CONSllRUCTED AT TME OF HOME CONSllRUCTON TYPCAL STREET SECTON ' NO SCALE 1/2 11-1/2" 1'-o" 6" R r12" R... ~!:!,.. <! <t. A :-r.. ~.... A.. : 50' RW t TO BE CONSllRUCTED AT llme OF HOME CONSllRUCTON 0 > w C/')0:: :z: 0 -C/') >w w~ r:r::o :,~ Li ~ '~'!.) L L L "- BXB lee W/ T.B.+ STA: ~ ' :... - g l;j CO> o.,. ~ ~ 0' ogj ;;; ;!;;;; EXSTNG MH 11'13. STA! RM:. 3128;60 STA: : : NV: : 'im~ho'l'e#, i (~istin~).. ;.@STA:llhOO.OCl RM ELEV,.:Jj ltnert N (Er=:J12D.l4.....NV!=Rr.~.(NJ.~~12Q.64. NVERT OUT (SJ = : DEPTH= s os ' -cc ') Or- 0 01') arlo; 0 uid...,., "'"' 6Pi "' ;!; ol'> EXSTNG MH /i18 STA: RM: 3130,30 MANHOLE 18 STA:1+61M8 RMELEV= NVERf.OUT:(W) = : NVERT N (E)= : DEPTH= 8.88'. :.. 00/) g O!Xl 00/) ~ co dd a.,,g _,., - ~ g o' +- + ;;; ±n o- co uid +- "'"' _.., ' g ~ g ~ it ~ N go ~ t::j "'! ol:'! ;;;,;;; ;;; ;t ;; "'"' "'"' PROFLE VEW- TEAK LANE STA: TO STA: 4+68 END SCALE: HORZ. 1" 50' VERT. 1" = 5' 3+00 g;;; d...: 0o<) ;Jjt:=i ~ N. ;;; ;J; ;; PV STA: PV ELEV: K: L vc: i!io.oo.., "l 4+00 L. EXSTNG t.h 1/19 STA: RM: 3131;00 'MNHOLE # 19 RJMELEV=3131.CO, NVERfOUT ('ll' ,. -.. : NVERTN (E).'C :.1'!22.67 i DEPTH = 8,43'. g.. co 010 o.,. co o"1,;;;.o,...;;; 0' oiii +- ;J;;; ;l:t:=i "'"' a, o_ 0 ui...: 0.0 "'"' "' L 3150 TE TO EXSTNG WillER UNE -,... :;!:iii ;t :;!: -: : : THE CONTRACTOR SHALL NOTFY All UTLTY COMPANES BEFORE COMMENCNG WORK AND BE RESPONSBLE FOR COMPLYNG WTH THE EDDY COUNTY UTLTY COUNSEL BLUE STAKE PROCEDURES. ANY DAMAGE TO EXSTNG UTL~ES WLL BE THE CONTRACTOR'S RESPONSB~TY. 2'-0" FOR USE ON MNOR LOCAL STREETS N RESDENTAL DEVELOPMENTS HAVNG ACCESS OF NDVDUAL DRVEWAYS TO STREETS. ONCE USED, T SHALL BE CONTNUED THROUGHOUT THE SUBDVSON, TO NCLUDE EXTENDNG TO THE NEXT STREET NTERSECTON. ALL CURB RETURNS SHALL BE A TYPE "Pi' OR "B" CURB AS REQURED FOR DRANAGE WTH A MNMUM 10' TRANSTON FROM THE PC & PT OF THE CURB RETURN TO llhe TYPE "E" CURBNG. DRVE PADS AND SDEWALKS TO BE CONSTRUCTED BY HOME BULDER. NO CONSTRUCTON AT THS TME. TYPE "G" CURB & GUTER f POWER f A r SHUT OFF :\. VALVE VALVE ~. r~hut orf NO SCALE ~ w "' ~.. A 4' SDEWALK... ~......:, :..,.~.. r ' : :-:. ~.. '~:.. ;". =~---...!.....,. :...,..::;. h".--~ -..: ~ :.~! ~-~~-. '- CURB & GUnf:R_/"' 8" WATER s WATER w LOT '..., s +WER 0 "' ~ "' tj s: s: "' ~ ""' (/) (/) ~G - - s 1 J' :~G ~-~-- NOTE: UTLTY LOCATON SHOWN BELOW ARE TYPCAL. ANY VARATON WLL BE SHOWN ON UTLTY PLANS. ALL SERVCE CONNECTONS SHALL MANTAN 5' SEPARATON OSTANCE AS A MNMUM. TYPCAL UTLTY LOCATON PROFLE LEGEND FNSHED GRADE ---- EXSTNG GRADE A PV. N PROFLE NEW WATER LNE ~!:EVR...,"\UUUm"l.E'J lal:tll1rm ro\c.o.w:\j'oopuno rr~ EXSTNG UTLTY LNE ji!efroro.e FCfliJ!llll'e.m.ollll NEW SEWER LNE 11~0\'MES.EE~ Co\.UliiiO\ lrfot) NO SCALE METER SlUBOUT N PARKWAY LOCATON MAP scale: Nbtto scale z 0 Ūl - > - 0 rc ::J Ul Ul w 1-- <( 1-- Ul w w z 0 1- Ul ~ w a. a.. 0 [J 0 :z: 1- LU LU :c (/) w z <(.J ~ <( w r- a. z D..! i! 39

40 w ---- w ---- w ( w -~-- w ---- w ---- w ---- w ---- w ---- w ---- w ---- w ---- w ---- w ---- w ---- w - 11 ~8 UTLTY PLAN & PROFLE LEGEND - S NEW SEWER UNE - W - NEW 12" WATER UNE -G -NEW 2" GAS UNE --w- 1" WATER S1UB OUT -~G - 1" GAS S1UB OUT SOV - SHUT OFF VALVE Q-...u _ 22" ELBOW ~- 45" ELBOW 'Ej - 90" ELBOW 1 -NEWFRE <!l HYDRANT ASSEMBLY TEE, GATE, & THRUST BLOCK, VALVE ~ - PONT OF CONNECTON TO EXSTNG UTLTES / --3S- 4" SAS S1UB - SEWER MANHOLE LOCATON ~ - AR RELEASE VALVE J9 - NEW 8" G. V W/ SX8 TEE W/ THRUST BLOCK 6" MNMUM DEEP SUBGRADE TO BE COMPACTED TO 95% OF MODFED PROCTOR. -". ;. ~,, - SEE SHEET 7 2" TYPE "B" PMBP ASPHALT.PRME COAT ' BASE COURSE COMP. SUBGRADE * 2% TYPCAL STREET SECTON 50' RW TO BE CONSTRUCTED AT TME OF HOME CONSTRUCTON. -, ;:-,.. ::; " -;.... ',._., " '-",. h ' _j_ J _._ 3120 _._ - -~.: PLAN VEW- CHT ALP ACT STA: TO STA: 2+77 END... L... SCALE: HORZ. 1' = 50' GRAPHC SCALE M 0 e M ~ ~ ~R;~-~--~ -1~1 ibiiiiiiii~l ~~~' ( N FEET ) 1 nch = 60 ft ! L. 1.. L.. L 3150,...,;.,,. ~ PV STA: "1+38;46. PV ELEV: ~ K: LVC: ~ -.:._ ~--~----}---~---+--~~--+---~--~----} t--~r---t---~--~----t t--~r---f-3110 PROFLE VEW- CHTALPA CT STA: TO STA: 2+77 END SCALE: HORZ. 1' =50' VERT.1" = 5' THE CONTRACTOR SHALL NOTFY ALL UTLTY COMPANES BEFORE COMMENCNG WORK AND BE RESPONSBLE FOR COMPL VNG WTH THE EDDY COUNTY UTLTY COUNSEL BLUE STAKE PROCEDURES. ANY DAMAGE TO EXSTNG UTLTES WLL BE THE CONTRACTOR'S RESPONSBLTY. NO SCALE 1/2 11-1/2" 1'-0" 6" R. S _2".R.. s,.~~ <. ' :i!'-o' FOR USE ON MNOR LOCAL STREETS N RESDENTAL DEVELOPMENTS HAVNG ACCESS OF NDVDUAL DRVEWAYS TO STREETS. ONCE USED, T SHALL BE CONTNUED THROUGHOUT THE SUBDVSON, TO NCLUDE EXTENDNG TO THE NEXT STREET NTERSECTON. ALL CURB RETURNS SHALL BE A TYPE "A" OR "B" CURB AS REQURED FOR DRANAGE WTH A MNMUM 10' TRANSTON FROM THE PC & PT OF THE CURB RETURN TO THE TYPE "E" CURBNG. DRVE PADS AND SDEWALKS TO BE CONSTRUCTED BY HOME BULDER. NO CONSTRUCTON AT THS TME. TYPE "G" CURB & GUTER 5' SHUT OFF VALVE :\1 t 'sox ll 5' SHUT POWER OFF VALVE NO SCALE "'LOT! ~ " ".. " " " ' -. " '.. 4 4' SDEWALK... ~~ ~-... ~... «-... :-;...,. ~ :,...:...;,...-..: ~... ~ ''' 1.~. '- 1 J'...,,.. ~.,r~--... '... CURB & GUTTER 8" WATER 8" WATER +WER s 0 "' ~ :;: :;: 0: "' ll Ul ll ~ < "' ~ ~., 2~G ~~G ~---- ~ t ~ ~ NOTE: UllLTY LOCATON SHOWN BELOW ARE TYPCAL. ANY VARATON 'MLL BE SHOWN ON UllLTY PLANS. All SERVCE CONNECTONS SHALL MANTAN 5' SEPARATON DSTANCE AS A MNMUM. TYPCAL UTLTY LOCATON PROFLE LEGEND FNSHED GRADE EXSTNG GRADE /!. PV. N PROFLE = === S<!: NEWWATERLNE VN'J!!.&!~C'il~O C1l ~1<fll (CH5CitS'<J:.trO t:w.cti'!of, l'lr'e'u'ii EXSTNG UTLTY LNE (!OE Pl'tFlE '01',1/lU/lYOOJDJl) NEW SEWER LNE ~~~~~WJ"1!l l!" t.ol.l0jf O iii'ej NO SCALE. rl METER STUBOUT N PARKWAY LOCATON MAP SCALE: NOT T6 SCALE z 0-11] - > - 0 ll ::J 11] 11] w 1- <! 1- (f] w w z ] 0:: w D.. D.. 0 (J 0. :z Cl > w c.)c:: z 0 -c./) - >w LL.J~ o:::o 1- [J <( D....J <( 1- - [J t(1 fl: () 1- (J1 w z 0 1- [fj fl: w D.. D.. 0 [J D.. z D.. C-8 ~ i j '" ~ ' ~ ' 'j ~ fj ' ~,,, ~ J 40

41 DEPARTMENT: Planning, Engineering & Regulation CTY OF CARLSBAD AGENDA BREFNG MEMORANDUM PLANNNG AND ZONNG COMMSSON Meeting Date: 5/2/16 BY: Jeff Patterson, DATE: 4/18/16 Planning Director SUBJECT: Request for a Conditional Use Permit to allow employee housing at 1005 Production Ln., legally described as Tract C, BES Tracts, in accordance with Sections and 56-41(g). Applicant: Original Services, nc. P O Box San Angelo, TX Property Owner: Hughes Commercial Properties, LLC P O Box 5097 Carlsbad, NM *The applicant provided the required notification to property owners within 100 and agreed to post the required sign 5-days prior to the public hearing as required by Sec (i). The City will notify the property owners 15-days prior to the City Council hearing and publish notification in the newspaper 30-days prior to said hearing. SYNOPSS, HSTORY AND MPACT (SAFETY AND WELFARE/FNANCAL/PERSONNEL/NFRASTRUCTURE/ETC.): The applicant is requesting a conditional use permit to allow employee housing to be located at the subject site. The subject site is zoned ndustrial District and Employee Housing requires a Conditional Use Permit is required. The definition of a dwelling unit is: one or more connected rooms and a single kitchen designated for and occupied by no more than one family for living and sleeping purposes. According to Section (f): The Planning and Zoning Commission, in approving a Conditional Use Permit, shall make the following findings and may attach to the permit such reasonable conditions of approval, in addition to those specified in this Zoning Ordinance, to ensure that the development in its proposed location: (a) Will not endanger the public health, safety, or welfare; and (b) Will not adversely impact abutting or nearby properties; and (c) Will not impair the integrity and character of the zoning district in which it is located; and (d) Will be in conformity with the City's Comprehensive Plan and other plans officially adopted by the City. *Conditional Use Permits are not transferable and do not run with the land. Conditional Use Permits expire upon the sale, transfer, or lease of the property to a new owner or tenant or upon the expiration of a City Business Registration. Recent predictions are that the regional economy is expected to continue to cause the need for housing. The proposed use is intended to address the need for housing temporary workers that have relocated to Carlsbad. 41

42 PLANNNG STAFF RECOMMENDATON: Recommend approval with the condition that all requirements for ndustrial employee housing. DEPARTMENT RECOMMENDATON (please check): Approval Denial n/a Approval Denial n/a Public Works x Plng., Eng. & Reg. Dept: Fire Department x Code Enforcement Division x Legal Department x Engineering Division x Police Department x Planning Division x/cond. Utilities Department x Building & Regulation Division x Culture & Rec. Dept. x Carlsbad rrigation District x DEPARTMENT COMMENTS: Public Works: No comments received. Utilities Department: Utilities - No comments regarding temporary housing at this address. Building Department: No comments received. Fire Department: No comments received. Code Enforcement: No comments received. Legal Department: No comments received. Planning Department: See comments above. Police Department: No comments received. Culture & Rec. Dept.: No comments received. City Engineer: N/A Carlsbad rrigation District: CD neither supports nor objects to any of these applications since none of them affect our operations. ATTACHMENTS: Application materials 42

43 Conditional Use Application Page 2 of 6 r :. 1 n, MAR 1 7?016!11 1 CTY OF CARLSBAD Planning, Engineering, and Regulation Department PO Box 1569, Carlsbad, NM Phone (575) Fax (575) CONDTONAL USE PERMT APPLCATON (NCLUDNG HOME OCCUPATONS) Sec (0 Application Date: 2:> \1 \ ld Fee Paid ($50.00): lp V f? APPLCANT NFORMATON: Or i l..rx>j) Su w CR.O ~'nc. N AJ\-fE ~ ADDRESS P.o. 3d5 t.o\'1 \L\00 PHONE -z.dx enno.r\ Q E MAL 0\" i ca i '""0.\~ &vi U!> \ nc PROPERTY OWNER NFORMATON (TFDFFERENTFROMAPPLCANT*): ~~ Lomrnev6o.t4 '?v~er\:ma p\.\.c-. P. D. &>y. 5:>9-, NAME ADDRESS CTY S'fATF. ZfP PHONF. * f the applicant is not the property owner, a signed affidavit from the properly owner, consenting to submittal of the application, must be included with the application. LEGAL DESCRPTON AND/OR STREET ADDRESS OF PROPERTY (FOR WHCH CONDTONAL USE S REQUESTED): \00~ Proi.uC:A-ioo l o.no D \ ADDRESS LOT ZONNG OF PROPERTY:. A--""'' TYPE OF CONDTONAL USE REQUESTED (}' HOME OCCUPATON, NDCATE TYPE):----- CwpDgo.. \-h)!lcv~

44 Conditional Usc Application Page.1 of 6 JUSTFCATON FOR REQUEST AND STE PLAN: (Describe the proposed use and any conditions on the property or within the neighborhood that may affect the use i.e. parking, building locations, neighborhood character, etc. nclude a site plan, drawn to scale or with accurate dimensions, showing property lines, fences and/ or walls, setbacks, building and structure locations and parking areas. Attach a separate sheet if necessary.) FOR OFFCAL USE ONLY: Required prior to P & Z: Complete Application ncluding: D Site Plan D Fee D Notification DSign Posting Agreement D ABM D Staff Comments D Letter of Explanation D Sign Posted D Application Packet P & Z Action: D 1\pproved D Denied D Other Date: 112 tlh ~~~-; 44

45 Condition~] Use 1\pplicmion P<tge 4 of 6 CTY OF CARLSBAD AFFDAVT BY PROPERTY OWNER(S) F AN APPLCATON S MADE BY SOMEONE OTHER THAN THE PROPERTY OWNER TDS FORM MUST ACCOMPANY THE APPLCATON MATERALS. APPLCATON T YPE: 0ZONNG CHANGE sf'ondltlonal USE D VARlANCE 0TEMPORARY USE (WE) HEREBY CERTFY that am (we are) the owners of record of the property described as follows: ADDRESS OF PROPERTY: \C'O~ Qyocj.,uc:hcn lq.("\4.. STREET ADDRESS LEGALDESSCRPTON7\v-0(:.X Q. \ ~n\od- rl ~ ~~ Q ~S~U~RO~V~ S~O~N~~---~~fR~RL~O~CK~--~~~-~~O~-~~~L~O~T~OR~T~R~Acr~ (WE) HAVE AUTHORZED the following individuals to act as my (our) agent with regard to this application. AGENT: NAME PHONE J {WE) UNDERSTAND, CONCUR AND AFFRM: That this application may be approved, approved with conditions or denied and that, as the property owner, it is my responsihi]ity to ensure that any conditions are complied with and to ensure that the property is maintained in a condition so as not to jeopardize the health, safety or welfare of others and that compliance with all applicable City ordinances is required, and {WE) HEREBY EXECUTE THS AFFDAVT in support of the proposed application as presented: OWNE~y~ /ll:k BY: :G"~~lNTE~::she~ DATE:_'"6 """'-- -';~ ~\~lo~ oare SGNED OWNER 2: (F APPLCABLE) BY: ""'=..-== s lonarure BY: -===~~ PR!NTEo NAME m ~~;:Fig~~;, m, ~-~..,.. ~... L ~...:...! DATE: --;:;-;-=-e== DATESGNED :... : ADDTONAL OWNERS: ATTACH SEPARATE SHEETS AS NECESSARY 45

46 Conditional Use 1\pptic:ttion Page 5 of 6 NOTFCATON SGN POSTNG AGREEMENT Notification of Public Hearings before the City of Carlsbad Planning and Zoning Commission is required pursuant to Sec (i). Signs shall be posted a tninimum of 5 days prior to and shall be removed a maximum of 5 days after the public hearing. f the sign is not posted as required, the application will be delayed and will not be considered at the public hearing as scheduled. The sign shall be posted at the street side property line with a secure stake provided by the applicant. have read and understand these requirements. understand where the sign is to be located and my obligation to post the sign prior to the public hearing and remove it afterwards. jj;aj,rrre s;"" ;""'' b,& Staf( ember DATE Sign Notification Agreement Rev. 10/ llh ~015 46

47 DALEJANWAY MAYOR Post Office Box 1569 Carlsbad, NM (575) www. cityofcarlsbadnm. com STEVE MCCUTCHEON CTY ADMNSTRATOR Applicant: Maalt Specialized Bu lk, LLC 4413 Carey St. Ft. Worth, TX Property Owner: BES Properties, LLC PO Box 5182 Carlsbad, NM OFFCAL NOTCE OF DECSON On july 6, 2105, the City of Carlsbad's Planning and Zoning Co mmission a pproved your request for a Conditional Use Permit to allow employee housing at a location on 1006 Production Ln., zoned 'T' ndustrial, legally described as Tract D1, Replat of Tract D of the Danny/James Stafford Tracts in accordance with Sections and Table 1 with the following conditions: o o Only three structures were approved, more woul d have to be approved by Planning & Zoning. Site plan must be in place that meets all requirements in the City Ordinance. f you have further questions or concerns, please contact my office at , ex Thank you, ~~6~/ Georgia Goad Deputy Planning Director COUNCLORS 47 Ward.3 JASON G SHRL'E): ' R Ward4 ANELL E WTLOC DO

48 1:3,250 ADDRESS ASSGNMENT MAP# 387 _ed01..,',.,,_.,.~.. :;..,.,..., ; _. ' Legend Address Roads c:j Parcel Feet CTY OF CARLSBAD {l;l~ Engmeermg Department Date: 12/23/ N. W s. E

49 49

50 50

51 51

52 Lf1 1.1"). S. Postal Service,., CERTFED MAL,. RECEPT (Domestic Mail Only; No nsurance Coverage Provided) ~ L~~.:~~~-a~:, 0 ~ ;~,4~ ~~~~~~~~-'~'f~ ='~ : '~" ~f~:~c!"~''~ ~; ~~~~ '~a~ r3"~r 'C: ~'u~ ~ ini ~i~~ai :if:iiii f' Lfl.. T", "> J, Cl r.ll ~ U.S. Postal Service.... "CERTFED MAL RECEPT (Domestic Mall Only; No nsurance Coverage Provided) ~ ~~---. t Yo f') 1 L,._G ~ ;~~~;- c <?..~~;~ef f' t9.' c,yy. State. ZJP+<~ ~.)..(") ' c.e N ~\ ~ '6 '2 3 \ r_. ~ r..j.... ~ ~--~~--~~~~~~~T---~~~~--_j Lf1 T" CMif!ed Fee ~o:'l!lj' ~t'~ 1-ko <i.ll ~.::r ~ u.s.~ e~~-tal.- ~.e ~yi.s 1 ~ '"' -~~ ;;_f. _., -. : -. GERJ!FtED, MALn. J~lECEP.T... ' -~,.'(D;n7estic Mail o~jy; No tnsu ranc:ec!ve'rage Ph)videdJ _!,g For deu':'!i!ry informatlonylslt our website at www. usps. cdij''~ 1./") ~~0~F~f~~~-U~S~E~ r- 1.1") T" C&rtiffed Fee CJ CJ Re~Jm l'leca~pt Fea CJ fi:: r.dors.:.,~r.t Raqurrr:d) CJ 52

53 1:2,500 Conditional Use 1005 Production Lane Map # 998_ed01 NATONAL PARKS HWY PRODUCTON LN BROOKS DR Author: Heather Roy Legend Roads Parcel Feet Date: 4/14/ MPORTANT: Maps, products and data are NOT surveyor quality and are only to be used as a reference. "

54 DEPARTMENT: Planning, Engineering & Regulation CTY OF CARLSBAD AGENDA BREFNG MEMORANDUM PLANNNG AND ZONNG COMMSSON Meeting Date: 5/2/16 BY: Jeff Patterson, DATE: 4/8/16 Planning Director Subject: Request for a Conditional Use Permit to allow employee housing at a location at 5204 Brooks Dr., legally described as Tract D1, Replat of Tract D of Danny/James Stafford Tracts, in accordance with Sections and 56-41(g). Applicant: ntegrity Field Services 5204 Brooks Dr. Carlsbad, NM Property Owner: Hughes Commercial Properties P.O. Box 5097 Carlsbad, NM *The applicant provided the required notification to property owners within 100 and agreed to post the required sign 5-days prior to the public hearing as required by Sec (i). The City will notify the property owners 15-days prior to the City Council hearing and publish notification in the newspaper 30-days prior to said hearing. SYNOPSS, HSTORY AND MPACT (SAFETY AND WELFARE/FNANCAL/PERSONNEL/NFRASTRUCTURE/ETC.): The applicant is requesting a conditional use permit to allow employee housing to be located at the subject site. The subject site is zoned ndustrial District and requires a Conditional Use permit. According to Section (f): The Planning and Zoning Commission, in approving a Conditional Use Permit, shall make the following findings and may attach to the permit such reasonable conditions of approval, in addition to those specified in this Zoning Ordinance, to ensure that the development in its proposed location: (a) Will not endanger the public health, safety, or welfare; and (b) Will not adversely impact abutting or nearby properties; and (c) Will not impair the integrity and character of the zoning district in which it is located; and (d) Will be in conformity with the City's Comprehensive Plan and other plans officially adopted by the City. *Conditional Use Permits are not transferable and do not run with the land. Conditional Use Permits expire upon the sale, transfer, or lease of the property to a new owner or tenant or upon the expiration of a City Business Registration. Recent predictions are that the regional economy is expected to continue to grow for many more years. The proposed use is intended to address the need for housing temporary workers that have relocated to Carlsbad. PLANNNG STAFF RECOMMENDATON: Recommend approval with the condition that all requirements for ndustrial Employee Housing be followed. 54

55 DEPARTMENT RECOMMENDATON (please check): Approval Denial n/a Approval Denial n/a Public Works x Plng., Eng. & Reg. Dept: Fire Department x Code Enforcement Division x Legal Department x Engineering Division x Police Department x Planning Division x/cond. Utilities Department x Building & Regulation Division x Culture & Rec. Dept. x Carlsbad rrigation District x DEPARTMENT COMMENTS: Public Works: No comments received. Utilities Department: Utilities - No comments regarding temporary housing at this address. Building Department: No comments received. Fire Department: No comments received. Code Enforcement: No comments received. Legal Department: No comments received. Planning Department: See comments above. Police Department: No comments recieved. Culture & Rec. Dept.: No comments received. City Engineer: N/A Carlsbad rrigation District: CD neither supports nor objects to any of these applications since none of them affect our operations. ATTACHMENTS: Application materials 55

56 Conditional Use Application Page 2 of 6 R~cc 1 p~m rc l s1 a~ ~~16 ' ~l~ ~;.. CTY OF CARLSBAD ~ J : e. ' ~- 1 j Planning, Engineering, and Regulation Department PO Box 1569, Carlsbad, NM Phone (575) 885~1185 Fax (575) CONDTONAL USE PERMT APPLCATON Application Date: '2> \, \ ld APPLCANT NFORMATON: (NCLUDNG HOME OCCUPATONS) Sec (f) Fee Paid (sso.oo): / pv p CTTY STATE ZP PHONE wte,ddev@. i~s,-1t.c.orn EM/\TJ. PROPERTY OWNER NFORMATON (FDFFERENT~ROMAPPLCANT*): NAM ADDRESS CTY STATE ZP PHONE * f the applicant is not the property owner, a signed affidavit from the property owner, consenting to submittal of the application, must be included with the application. LEGAL DESCRPTON AND /OR STREET ADDRESS OF PROPERTY (FOR WHCH CONDTONAL USE S REQUESTED): =ryac.i D\ LOT ZONNG OF PROPERTY:..,.. TYPE OF CONDTONAL USE REQUESTED (D' HOME OCCUPATON, NDCATE TYPE): ~~ 1-\oH~io' :2,1Jto;:W15 56

57 Conditional Use ApiJiication Page 3 of 6 JUSTFCATON FOR REQUEST AND STE PLAN: (Describe the proposed use and any conditions on the property or within the neighborhood that may affect the use i.e. parking, building locations, neighborhood character, etc. nclude a site plan, drawn to scale or with accurate dimensions, showing property lines, fences and/ or walls, setbacks, building and structure locations and parking areas. Attach a separate sheet if necessary.) FOR OFFCAL USE ONLY: Required prior top & Z: Complete Application ncluding: D Site Plan D Fee 0 Notification DSign Posting Agreement D ABM D Staff Comments 0 Letter of Explanation DSign Posted D Application Packet P & Z Action: D Approved D Denied D ()ther Date: 02 / U6 ; ~0!5 57

58 Conditionru Use Application Page 4 of 6 CTY OF CARLSBAD AFFDAVT BY PROPERTY OWNER(S) F AN APPLCATON S MADE BY SOMEONE OTHER THAN THE PROPERTY OWNER THS FORM MUST ACCOMPANY THE APPLCATON MA TERJALS. APPLCATON TYPE: 0ZONNG CHANGE ~ONDTONAL USE DV ARANCE DTEMPORARY USE (WE) HEREBY CERTTFY that am (we are) the owners of record of the property described as follows: ADDRESS OF PROPERTY: 5:;}04 e:,yoc\<.~ LEGALDESSCRPTON;-JV'ac.:t D \ Drt"e_ STREET ADDRESS Rto AL c\o. ~S~U~RO~ V~S~O=N--~~--~ffiFc ~~~~-o~~~~4-~~l~~or~t=r~acr= K t rl 3v>ac:J- D 1 (WE) HAVE AUTHORZED the following individuals to act as my (our) agenl with regard to this application. AGENT: "l'r C!.'f \:\ ~V) Ni\MF. PHONE 1..\~'' eooo,c. o... LCM"A (WE) UNDERSTAND, CONCUR AND AFFRM: That this application may be approved, approved with conditions or denied and that, as the property owner, it is my responsibility to ensure that any conditions are complied with and to ensure that the property is maintained in a condition so as not to jeopardize the health, safety or welfare of others and that compliance with all applicable City ordinances is required, and 1 (WE) HEREBY EXECUTE THS AFFDAVT in support of the proposed application as presented: OWNER!: :... ":: DATE: b.,.,. LD DATE SGNED OWNER 2: (F APPLCABLE) BY: ~~== srgnaturr: NU ' '\RY SF.~ L BY: ~====~ PRNTED N AMT DATE: :~=~ oa.testgnen ;... : ADDTONAL OWNERS: ATTACH SEPARATE SHEETS AS NECESSARY 58

59 ConcliLionnl Use :\ppli,ation Page 5 of 6 NOTFCATON SGN POSTNG AGREEMENT Notification of Public Hearings before the City of Carlsbad Planning and Zoning Commission is required pursuant to Sec (i). Signs shall be posted a minimum of 5 days prior to and shall be removed a maximum of 5 days after the public hearing. f the sign is not posted as required, the application will be delayed and will not be considered at the public hearing as scheduled. The sign shall be posted at the street side property line with a secure stake provided by the applicant. have read and understand these requirements. understand where the sign is to be located and my obligation to post the sign prior to the public hearing and remove it afte1wards. Sign '" "'d by' (- Stair Member ~ \1 \~ DATE Sign Notification Agreement Rev. 10/1 1 59

60 DALEJANWAY MAYOR Post Office Box 1569 Carlsbad, NM (575) STEVE MCCUTCHEON CTY ADMNSTRATOR Applicant: Maalt Specialized Bulk, LLC 4413 Carey St. Ft. Worth, TX Property Owner: BES Properties} LLC PO Box 5182 Carlsbad, NM OFFCAL NOTCE OF DECSON On july 6, 2105, the City of Carlsbad's Planning and Zoning Commission approved your request for a Conditional Use Permit to allow employee housing at a location on 1006 Production Ln., zoned "" lndustriat legally described as Tract 01, Replat of Tract D of the Danny /James Stafford Tracts in accordance with Sections and Table 1 with the following conditions: o a Only three structures were approved, more would have to be approved by Planning & Zoning. Site plan must be ~n place that meets all requirements in the City Ordinance. f you have further questions or concerns, please contact my office at , ex Thank you,, < / / y c) '-_} ~.- ~ r- - Georgia Goad Deputy Planning Director Ward 1 NCK G.!:iAl,fiDO Ward ~ SANDRA K..NUNL'E1 COUNCLORS 60 Ward 3 JASON G, SH!l<.LEY W:..~r. ~ ~i ARTEH Ward 4 JANE.L E. WHTJ.. OGK th<..

61 1:2,300 Address Assignment 5100, 5204, 5210 Brooks Dr. Map# 701_ed01 Legend Address Feet 500!creator: Heather Royj Roads CJ Parcel 61 MPORTANT: Maps, products and data are NOT surveyor quality and are only to be used as a reference.

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66 1:5,000 Conditional Use 5204 & 5210 Brooks Drive Map # 999_ed01 NATONAL PARKS HWY ARPORT AVE COMMERCE DR BUENA VSTA DR PRODUCTON LN BROOKS DR Author: Heather Roy Legend Roads Parcel Feet Date: 4/14/ MPORTANT: Maps, products and data are NOT surveyor quality and are only to be used as a reference. "

67 DEPARTMENT: Planning, Engineering & Regulation CTY OF CARLSBAD AGENDA BREFNG MEMORANDUM PLANNNG AND ZONNG COMMSSON Meeting Date: 5/2/16 BY: Jeff Patterson, DATE: 4/12/16 Planning Director SUBJECT: Request for a Conditional Use Permit to allow employee housing at a location on 5210 Brooks Dr., legally described as Tract D1, Replat of Danny/James Stafford Tract D, in accordance with Sections and 56-41(g). Applicant: Lightning Oilfield Services, nc. PO Box 203 Haslet, TX Property Owner: Hughes Commercial Properties LLC P.O. Box 5097 Carlsbad, NM *The applicant provided the required notification to property owners within 100 and agreed to post the required sign 5-days prior to the public hearing as required by Sec (i). The City will notify the property owners 15-days prior to the City Council hearing and publish notification in the newspaper 30-days prior to said hearing. SYNOPSS, HSTORY AND MPACT (SAFETY AND WELFARE/FNANCAL/PERSONNEL/NFRASTRUCTURE/ETC.): The applicant is requesting a conditional use permit to allow employee housing to be located at the subject site. The subject site is zoned ndustrial District and a Conditional Use Permit is required. According to Section (f): The Planning and Zoning Commission, in approving a Conditional Use Permit, shall make the following findings and may attach to the permit such reasonable conditions of approval, in addition to those specified in this Zoning Ordinance, to ensure that the development in its proposed location: (a) Will not endanger the public health, safety, or welfare; and (b) Will not adversely impact abutting or nearby properties; and (c) Will not impair the integrity and character of the zoning district in which it is located; and (d) Will be in conformity with the City's Comprehensive Plan and other plans officially adopted by the City. *Conditional Use Permits are not transferable and do not run with the land. Conditional Use Permits expire upon the sale, transfer, or lease of the property to a new owner or tenant or upon the expiration of a City Business Registration. Recent predictions are that the regional economy is expected to continue to grow for many more years. The proposed use is intended to address the need for housing temporary workers that have relocated to Carlsbad. PLANNNG STAFF RECOMMENDATON: Recommend approval with the condition that all requirements for ndustrial Employee housing be followed. 67

68 DEPARTMENT RECOMMENDATON (please check): Approval Denial n/a Approval Denial n/a Public Works x Plng., Eng. & Reg. Dept: Fire Department x Code Enforcement Division x Legal Department x Engineering Division x Police Department x Planning Division Utilities Department x Building & Regulation Division x Culture & Rec. Dept. x Carlsbad rrigation District x DEPARTMENT COMMENTS: Public Works: No comments received. Utilities Department: Utilities - No comments regarding temporary housing at this address. Building Department: No comments received. Fire Department: No comments received. Code Enforcement: No comments received. Legal Department: No comments received. Planning Department: See comments above. Police Department: No comments received. Culture & Rec. Dept.: No comments received. City Engineer: N/A Carlsbad rrigation District: CD neither supports nor objects to any of these applications since none of them affect our operations. ATTACHMENTS: Application materials 68

69 Conditional Usc Application Page 2 nf 6 r_, i l CTY OF CARLSBAD Planning, Engineering, and Regulation Department PO Box 1569, Carlsbad, Nrvl Phone (575) Fax (575) CONDTONAL USE PERMT APPLCATON (NCLUDNG HOME OCCUPATONS) Sec (f) Application Date: 3. \., \ ld Fee Paid ($50.00):~ APPLCANT NFORMATON: ~htrun5 0\~~ aod SuwCJ:).-ne.. P.o. e:nx ;>o?> N, ADDRESS CTTY ST\TE ZTP PHONE PROPERTY OWNER NFORMATON (FDFFERENTFROMAPPLCANT*): NAJ\.f ADDRESS?,Lo\ 2>d,\i CTY STATE ZP PHONE * f the applicant is not the property owner, a signed affidavit from the property owner, consenting to submittal of the application, must be included with the application. LEGAL DESCRPTON AND/OR STREET ADDRESS OF PROPERTY (FOR WHCH CONDTONAL USE S REQUESTED)! 5:l\0 ~roo~~ Dri,, o.- =ryoc.t D \ ADDREss LOT ZONNG OF PROPERTY:... :r:. = TYPE 01~ CONDTONAL USE REQUESTED (FHOMEOCCUPATON,NDCATETYPE): q*)\t Q. \-tow'>i~ 69

70 Cnndition.~ll'sc.-\pplicatirm Page 3 of 6 JUSTFCATON FOR REQUEST AND STE PLAN: (Describe the proposed use and any conditions on the property or \"\;thin the neighborhood that may affect the use i.e. parking, building locations, neighborhood character, etc. nclude a site plan, drawn to scale or with accurate dimensions, showing property lines, fences and/ or walls, setbacks, builcling and structure locations and parking areas. Attach a separate sheet if necessary.) FOR OFFCAL USE ONLY: Required prior to P & Z: Complete Application ncluding: D Site Plan D Fee D Notification DSign Posting Agreement 0 ABM 0 Staff Comments 0 Letter of Explanation DSign Posted D Application Packet P & Z Action: D Approved D Denied 0 Other Date: 70

71 Cunditinn~l l lsc r\pplicllli 'n Page 4 of 6 CTY OF CARLSBAD AFFDAVT BY PROPERTY OWNER(S) --=-=-=== ====- =-~ =:.-.= F AN APPLCATON S MADE BY SOMEONE OTHER THAN THE PROPERTY OWNER THS FORM MUST ACCOMPANY THE APPLCATON MA TERJALS. APPLCATON TYPE: OZoNNG CHANGE cic:ondtonal USE OV ARANCE DTEMPORARY USE (WE) HEREBY CERTFY that am (we are) the owners of record of the property described as follows: ADDREss of PROPERTY: 5d.\O i?:>roo~~ Dv\'(e. STREET ADDRESS LEGAL DESSCRPTON:~c...t 0. \ B~\a.:}- d_ \,ac_~ D -,S~U':-:':H?.; ) V~S~O,-,-:N""'---'------~R-'ll c L ~C':L'K,._,'---'\)o.q-.._----'-.._,"""'-.._..."""Lo=T:-:0:-= R-::T:::-RA:-::C:::-T (we) HAVE AUTHORZED the following individuals to act as my (our) agent with regard to this application. AGENT: NAME PHONE ADD (WE) UNDERSTAND, CONCUR AND AFFRM: That this application may be approved, approved with conditions or denied and that, as the property owner, it is my responsibility to ensure that any conditions are complied with and to ensure that the property is maintained in a condition so as not to jeopardize the health, safety or welfare of others and that compliance with all applicable City ordinances is required, and (WE) HEREBY EXECUTE THJS AFFDAVT in support of the proposed application as presented: OWNE~:~~ ~A E BY: DATE: :r;~ PR~r~~ll/) 3 \:1 \ \.D DATE SGNED ~ : MFCAL SEAl TANYA MOORE NOTARY PUBliC Stltl ol New Mlll~o My Cormillion &pin~ z("l~/19! ~~......J i OWNER 2: (F APPLCABLE) BY: «=~"""" stgnature f... ~ NUTARY SF.-\ 1. BY: ~==~~ PRNTED NA'viE DATE: _ --;;;-;-;;;;o:o;=or~ oat ESGNED :... ~ ADDTONAL OWNERS: ATTACH SEPARATE SHEETS AS NECESSARY 71

72 NOTFCATON SGN POSTNG AGREEMENT Notification of Public Hearings before the City of Carlsbad Planning and Zoning Commission is required pursuant to Sec (i). Signs shall be posted a minimum of 5 days prior to and shall be removed a maximum of 5 days after the public hearing. lf the sign is not posted as required, the application will be delayed and will not be considered at the public hearing as scheduled. The sign shall be posted at the street side property line with a secure stake provided by the applicant. have read and understand these requirements. understand where the sign is to be located and my obligation to post the sign prior to the public hearing and remove it ~4 3 r1 \ld DATE s;go ;""''by' ~ Staff Member Sign Notification Agreement Rev. loll 72

73 DALEJANWAY MAYOR Post Office Box 1569 Carlsbad, NM (575) STEVE MCCUTCHEON CTY ADMNSTRATOR Applicant: Maalt Specialized Bulk LLC 4413 Carey St. Ft. Worth, TX Property Owner: BES Properties, LLC PO Box 5182 Carlsbad, NM OFFCAL NOTCE OF DECSON On july 6, 2105, the City of Carlsbad's Planning and Zoning Commission approved your request for a Conditional Use Permit to allow employee housing at a location on 1006 Production Ln., zoned "" ndustrial, legally described as Tract 01, Replat of Tract D of the Danny /James Stafford Tracts in accordance with Sections and Table 1 with the following conditions: o o Only three structures were approved, more would have to be approved by Planning & Zoning. Site plan must be ~n place that meets all requirements in the City Ordinance. f you have further questions or concerns, please contact my office at , ex Thank you, V -<:: / / -<.L. c) '-i-~. Georgia Goad Deputy Planning Director Ward 2 SANl>RA K. NPNLFY COUNCLORS 73 Ward 3 JASON u. SHRLEY Wi~St.k'l Wilrd 4 JANELL E. WHTLOCK DJ(;K

74 1:2,300 Address Assignment 5100, 5204, 5210 Brooks Dr. Map# 701_ed01 Legend Address Roads CJ Parcel Feet !creator: Heather Royl ' ~ WWE s MPORTANT: Maps, products and data are NOT surveyor quality and are only to be used as a reference.

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79 1:5,000 Conditional Use 5204 & 5210 Brooks Drive Map # 999_ed01 NATONAL PARKS HWY ARPORT AVE COMMERCE DR BUENA VSTA DR PRODUCTON LN BROOKS DR Author: Heather Roy Legend Roads Parcel Feet Date: 4/14/ MPORTANT: Maps, products and data are NOT surveyor quality and are only to be used as a reference. "

80 DEPARTMENT: Planning, Engineering and Regulation CTY OF CARLSBAD AGENDA BREFNG MEMORANDUM PLANNNG AND ZONNG COMMSSON Meeting Date: 1/4/16 BY: Georgia Goad DATE: 12/28/2015 Deputy Planning Director SUBJECT: Preliminary Plat for Hackberry View Estates Subdivision, creating five new lots for residential development, approximately 1 acre each, zoned R-1 Residential District, pursuant to Code of Ordinances Chapter 47. Applicant: Reynardo K. DoPorto 3001 W. Texas St. Carlsbad, NM SYNOPSS: The subject site is an approximately five acre lot located at 3001 W. Texas St., on the south side of W. Texas St., between S. 11 th St. and Happy Valley Rd. The applicant is requesting approval of a preliminary plat to create five new lots for residential development. The applicant has also submitted a Variance request for review by the Planning and Zoning Commission that would allow him to install a private road with a 30 easement. The new lots would meet the frontage requirements off of this private road. Each lot meets the minimum square footage requirement and the applicant plans to provide the needed utility infrastructure to each lot created. The applicant has also been in discussion with the City s Utilities Dept. about how the utilities will be installed and addressed for this development. MPACT (SAFETY AND WELFARE/FNANCAL/PERSONNEL/NFRASTRUCTURE/ETC.): Approval of this request will allow for the creation of 5 new lots for residential development. The following Greater Carlsbad Comprehensive Plan: Strategy 2030 goals apply to this request: Chapter 3: Land Use Goal 1: The City of Carlsbad will adopt policies to support the nfill/redevelopment Land Use Scenario. Goal 2: The City of Carlsbad will make efficient use of government resources through well-planned land use decisions. Goal 4: The City of Carlsbad will strive to create an aesthetically pleasing built environment. Goal 5: The City of Carlsbad will ensure that land use does not negatively impact the city s environmental resources. Chapter 4: Housing Goal 1: Carlsbad will continue to encourage the development and redevelopment of housing in appropriate locations and at appropriate densities in order to provide a range of housing choices that meets the needs of current and future Carlsbad residents. Goal 2: Carlsbad will ensure that local housing protects the health, safety, and welfare of residents and their neighbors. Chapter 5: Economic Development Goal 4: mprove the appearance of Carlsbad. PLANNNG STAFF RECOMMENDATON: Based on review of the application and staff comments, planning staff recommends approval with the following condition: 1. The Variance request being made by the applicant in conjunction with this preliminary plat approval request must be approved by the Planning and Zoning Commission. 80

81 DEPARTMENT RECOMMENDATON (please check): Approval Denial n/a Approval Denial n/a Public Works x Planning., Eng. & Reg. Dept. Fire Department x Code Enforcement Division x Legal Department x Engineering Division x Police Department x Planning Division X w/cond. Utilities Department x Building & Regulation Division x Culture & Rec. Dept. x Carlsbad rrigation District x DEPARTMENT COMMENTS: Public Works: No comments. Utilities Department: No comments. Building Department: No comments. Fire Department: No comments. Code Enforcement: No comments. Legal Department: No comments. Planning Department: Recommend approval, based on condition above. Police Department: No comments. Culture and Recreation Department: No comments. City Engineer: No comments. Carlsbad rrigation District: No comments. ATTACHMENTS: Application materials 81

82 CTY OF CARLSBAD Plannin Engineerin and Regulation Department 114 S. Halagueno (PO Box 1569) Carlsbad, NM Phone (575) , Fax (575) APPLCATON FOR SUBDVSON APPROVAL (SEE MUNC P A L CO DE CJ J\PTER 47 - SUBD VSON R-::G U LATONS r:or PLAT REQU REMENT S) PROCESS FOR ACCEPTANCE AND REVEW OF PLANNNG AND ZONNG COMMSSON MATTERS 1. The Planning and Zoning Commission's regularly scheduled meetings are on the FRST MONDAY OF THE MONTH. Applicant should obtain an Application Packet for the particular type of request (Zone Change, Subdivision, Variance, Annexation, Special Property Use, etc.) from the City of Carlsbad (Planning, Engineering, and Regulation Office). 2. With the exception of Summary Reviews, Applicant must submit a completed Application to the "Planning, Engineering, and Regulation'' Office on, or before, the FRST FRDAY OF THE MONTH prior to the desired Commission meeting. (As per Section NMSA 1978 and Chapter 47 Code of Ordinances, Summary Reviews may be submitted at any time.) The minimum application packet submittal is one (1) copy of the Application with original signatures and all required supporting documents. f desired, a letter of explanation or clarification may also be provided. The required non-refundable application fee is due with submittal of the application. The desired maximum size for all documents is 11"x17". One original plat and three copies are required. However, if the applicant wishes to support his or her application with larger size documents, an original on and fifteen (15) copies need to be provided. (For Summary Review-an original and three (3) copies are required.) Separate arrangements for copying these large documents may be possible, but will incur additional costs. Plats must be signed in permanent black ink. 3. The Planning, Engineering, and Regulation Office will give the Application an initial cursory review. f deficiencies or questions are noted, the Applicant \vill be advised and provided an opportunity to supplement the Application. f the 1\pplicant fails to complete and resubmit the application prior to the above deadline, the matter will not be heard until the next subsequent Commission meeting. The original application fee 'vill be retained and will suffice for the specific original application for a period of four months from the date of the original application. 4. Applications appearing complete will be set for full evaluation by City Staff prior to the Commission meeting. The purpose of tlus evaluation is to develop and provide a full briefing report for the Commission. Applicants \vill be advised of deficiencies noted during tlus review and \vill be afforded opportunity to supplement their application during their presentation to the Commission, if they so desire. 82

83 APPLCATON FOR SUBDVSON APPROVAL (SEE MUNCPAL CODE CHAPTER 47 - SUBDMSON R EGULATONS FOR PLAT REQU REMENTS)../ Application Date: j 1-3D - (.J Fee Paid: _.l'--"b=-0.:::::..._- _ Application Type and fee: 0 Sketch Plat (no fee) 5 \~S. -~Preliminary P lat (1-7 lots: $ $2.00/lot; 8+ lots: $ $3.00/lot) D Final Plat (no fee) D Summary Review* ($50.00) ~lf'j~do ~ j).. foal o NAME OF PROPERTY OWNER NAME OF DEVELOPER (ff DFFERENT FRO~! OWNER) ;,op 1 VJ r!l"o\:s 5 r. c A~L5 6~1) (V.V\ qf/zzo 'tf7'1. A.,,JJr~,.. f.. e~... t >- L"""'"' ADDRESS ' ADDU :SS CTY STATE ZP CTY STAT E t;?t;?~z PHONE [,dll. PONE EMAU, ZP Location of the property being subdivided: :.7_4J)"---_( ""(jj T ()'ts- Sl s the property: D Within the City of Carlsbad Zoning District: O R-R ~R- 1 D R-2 O C-1 D C-2 D DPUD D Outside the City Limits but within the City's Planning and Platting Jurisdiction (5-lvWe Radius) Existing Use of the Property: _...:.. V...:.ft-_<.-::;oolr_tJ --, ,, t<"-----::,---..,---., Propm~U~of~ Pro pu~--~;~--- ~-~~~-~~-~~~- ~~--6_,_' _~f-~~'-t~j~- ~- ~>~{_4f A~$~&~ -~ The Carlsbad Code of Ordinances Chapter 47 - Subdivision Regulations and Section et. seq. NMSA 1978, regulate the subdivision of land. As the property owner, understand that all required information must be provided in accordance with these regulations and that the construction of certain public improvements may be required as a condition of plat approval. f these improvements arc not already in place and accepted by the City, the applicant m ust attach a financial guarantee, subject to approval by the City, that these improvements will be completed within 1 (one) calendar year after the date of this application or request a variance by the City Council of the applipable subdivision regulation(s). The justification required for this variance is summarized on the reverse side this p ge ancoymust b e re y the Planning and Zoning Commission prior to submittal to the City Council. ~ /2 ~...-:: /~ s --<.Z'-~1 83

84 DOCUMENTATON TO BE SEALED BY A REGSTERED LAND SURVEYOR OR PROFESSONAL ENGNEER, AS APPLCABLE, AND SUBMTTED WTH THS APPLCATON: 0 A plat of the property to be subdivided prepared in conformance with Chapter 47 of the Carlsbad Code of Ordinances and applicable New Mexico Surveying Law. 0 A scaled drawing locating all existing structures, water and sewer service lines, and other utilities on or serving the property with accurate dimensions from all existing structures to all property lines. T he drawing is not required if the property is vacant or otherwise undeveloped. 0 Construction plans defining and illustrating the design and construction requirements for all public improvements required by Chapter 47 of the Carlsbad Code of Ordinances and subject to approval and acceptance by the City (not required for summary review). 0 f applicable, detailed Estimates of Construction Costs for the proposed infrastructure improvements suitable for the preparation of the performance bond typically submitted as the financial guarantee that the infrastructure will be completed (not required for summary review). *LMTATON ON THE USE OF SUMMARY REVEW PROCESS (AS PER SECTON NMSA 1978 AND CHAPTER 47 CODE OF ORDNANCES) Subdivisions submitted for review under this process shall comply \vith applicable subdivision regulations and are limited to: 1. Subdivisions of not more than two parcels of land; 2. Re-subdivisions, where the combination or recombination of portions of previously planted lots does not increase the total number of lots; 3. Subdivision of two or more parcels of land in areas zoned for industrial use. 4. One per parcel of land per year as calculated from approval date. VARANCES (AS PER CHAPTER 47 SEC CODE OF ORDNANCES) \'\!henever, in the opinion of the board of appeals, the strict application of the requirements contained in this chapter would result in extreme practical difficulties or undue misuse of property, the board may modify such requirements as are necessary so that the subdivider is allowed to develop his/her property in a reasonable manner providing that the public interests of the community and its citizens are protected and the general intent and spirit of these regulations are preserved. The board shall grant such a variance or modification only upon determination that: 1. The variance will not be detrimental to the public health, safety and general welfare of the community; and 2. The variance will not adversely affect the reasonable development of adjacent property; and 3. The variance is justified because of topographic or other special conditions unique to the property involved in contradistinction to mere inconvenience or financial disadvantage; and 4. The variance is consistent witl1 the objectives of this chapter and will not have the effect of nullifying the intent or purpose of this chapter or the comprehensive plan; and 5. The variance has been shown to be in the best interest of tl1e general public and not only of interest to the developer, land owner or other interested party; and 6 The hardship must not be pecuniary and must be a direct result of the land location, topography or other characteristic; and 7 Where a variance is requested from the required provision of sidewalks, and ADA compliant, alternative route to tl1e nearest bus stop or school is required. f an alternative route cannot be provided, a variance shall not be approved. 84

85 :r:.l- 1-l'w N.w.-.0::::. lt Ul:Ul S01'03' 43"E! FOUND # ~- --Q_O'.~!~:~- - vi.. l-exas-sme:et- - z 60 0 pw r-----~~~~~ LOT 1 i ± 1.00 ACRES c5 t< 0 JO'-L_so ~ 5' $ElBAa< UNE ; ' L S89'51'12't :00'-1 ~ "' ~ ~ 1 WT2 ~ LOT 1 LOT 3A ±1.00 ACRES l:l tor ;- '-----; ~ ~ ~ : l LOT 4 ±1.00 ACRES L - ~ Scale 1" = 60' LOT 5 ±1.00 ACRES S89'02'00" 1. 71'1 ~ LOT 7 LOT 9 TRACT 1 LOT 15 LOT 17 FOUND REBAR, NO CAP FOUND #4 TRAC T 2 ~~~~~- ----~~----~ <D.. VJ_, rri LOT w 0:::: t Ul 1- HACKBERRY VEW ESTATES SUBDNSON A SUBDVSON OF A TRACT OF LAND LYNG ln THE SOUTHWEST 1/4 OF SECTON 2, TOWNSillP 22 SOUTH, RANGE 26 EAST, N..MP.M., EDDY COUNTY, NEW MEXCO, ln WHCH LOTS 1, 2, 3, 4, AND 5, ARE BENG CREATED AND DESCRBED AS FOLLOWS: BEGNNNG AT A PONT THAT LES S01'03'43"E FEET SOUTH OF THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF SAD SECTON 2; THEN CONTNUNG S01'03'43"E, ALONG THE EAST LNE OF SAD SOUTH WEST 1/4, FOR FEET, TO THE NORTH LNE OF EMLA QUNTANA TRACTS; THEN N89'03'00"W, ALONG SAD NORTH LNE FOR, FEET, TO THE WEST LNE OF SAD TRACTS; THEN S01 '08'46"W, ALONG THE WEST LNE OF SAD TRACTS, FOR FEET, TO THE SOUTH LNE OF SAD TRACTS; THEN S89'02'00", ALONG THE SOUTH LN OF SAD TRACTS, FEET, TO THE WEST LN OF SUNSET HEGHTS SUBDVSON; THEN $01'03'43", ALONG THE WEST LN OF SAD SUBDVSON FOR FEET; THEN N89'51"12"W, FOR FEET; THEN N01 '03'40"W, FOR FEET, TO THE SOUTH LN OF TEXAS STREET; THEN S89'51'11", ALONG THE SOUTH LNE OF TEXAS STREET, FOR FEET, BACK TO THE PONT OF BEGNNNG. CONTANNG ±5.00 ACRES MORE OR LESS ' 1.66' 1- "' 0 _J _y ~ l! 'f 1: 1.53' (/) 1- r ~ ~ ~ ~ ~ u < = < ~z i-< ul- <~ 1!'5 j ~ li 1.74' q < :::; 5j w J 1.77'-'-t ' l i. 85 tn 1- z w ~ :r: () <( 0 0::: () z w LL 0 _j <( 1- w 0 CORNER FOUND J.S NOTED SET #4 REBJ.R. 0 CJ.P NETT.t OLD = EASEJENTS LAND /JNE SETBJ.CK /JNES REYNALDO DOPORTO, JR. REBtCCA DOPORTO OWNERS STATEMENT AND AfflDAVT STATE or : SS COUNTY or 7HE ABOVE SGNED BENG FRST DULY Sl'ORN ON OA7H, STA TC: AS 7HE OVrNERS AND PROPRETORS 1\ HAVE OF OUR OVrN FREE LL AND CONSENT CAUSED 7HS PLAT 11!7H TS LOTS AND EASEMENTS TO BE PLATTED. 7H PROPE:RTY DE:SCRB 0 ON 7HS PLAT UE:S 1117HN THE: PLA TT1NG JURSDCnON OF: CTY OF CARl SBAD SUBSCRB 0. SWORN TO AND ACKNOWLEDGED BE:FORE ME: THS DAY OF ~ 20~ 0 NOTARY PUBLC LECEND BY-;~~~~-~~~~~~~~ AND NO;;;:T...,;;;;-;, PRHT= ,_OVERHEAD TELEPHONE /JNE """'"==u-=---- ~ APPROVAL BY THE CTY PLANNNG COJJSSON THS S TO C R 11FY THAT THS R PLA T HAS BEEN APPROVED BY THE CTY PLANNNG COMMSSON OF THE CTY OF CARLSBAD, COUNTY OF EDDY. STAT OF NEW MEXCO, CHARMAN secretary NOTES AND OBSERVATONS: 1. WATER, GAS, AND ELECTRC ARE N THE STREET NORTH THE PROPERTY. 2. THERE ARE NO SDEWALKS AROUND THE SUBJECT PROPERTY. 3. THE ROAD DO NOT HAVE CURB ANCJ GUTTER, AND THERE S ASPHALT N THE ROADWAY. 4. BULDNG SETBACKS ARE AS PER CTY OF CARLSBAD REQUREMENTS: FRONT- 80 FEET SECONDARY FRONT- 15 FEET SDE - 5 FEET REAR - 10 FEET 5. THE SUBJECT PROPERTY LES N THE CTY LMTS OF CARLSBAD. 6. THE SUBJECT PROPERTY LES N FLOOD ZONE "X", WHERE AREAS ARE DETERMNED TO LE OUTSDE THE 0.20% ANNUAL CHANCE FLOODPLAN ACCORDNG TO THE F..R.M. DATED JUNE 4, 2010 FOR THE CTY OF CARLSBAD. 7. THE PROPERTY SHOWN HEREON S SUBJECT TO ALL EASEMENTS, COND1710NS, RESTRC710NS AND R SERVA 110NS OF RECORD OR N EXSTENCE. BASS OF BEARNGS AND DSTANCES: 1. BEARNGS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERCAN DATUM OF 1983 (NAD 83), NEW MEXCO EAST ZONE (NM ZONE 3001). 2. THE COMBNED FACTOR OF Q3198 S NEEDED FOR THS SURVEY. 3. AREAS AND DSTANCES ARE SURFACE MEASUREMENTS. THE DSTANCES ARE MEASURED N THE US SURVEY FOOT. 4. ALL MEASUREMENTS ~'fer MAD ON OCTOBER 7, 2015., ME:L V/N R. PYf:A TT, ~-. A NE:W ME:XCO REG/STER 0 PROFE'SSONAL SURVEYOR, CE:RnFY THAT AM RE:SPONSBL FOR THS SURVE:Y, AND 7HA T THS SURVEY S TRUE AND CORRECT TO 7HE BE:ST OF MY KNOWL DG AND BWE:F. THS SURVEY AND PLAT M T THE: MNMUM STANDARDS FOR SURVE'r!NG N NEW MEXCO. MEL V/N R. P'rEA T1. JR., 42J W. GREENE ST. SUTE 1, CARLSBAD, N.M., 88220, CE:RnFCATC NO , TEL , FAX STAn: OF NEW ME:XfCO, COUNTY OF EDDY. f HERE BY CE:RnFY THAT THS NSTRUMENT WAS FLED FOR RECORD ON THE: DAY OF 20_ A.D. AT O'CLOCK _.M. CABNET SLDE ROBN VAN NATTA- COUNTY CLERK BY DEPUTY

86 W TEXAS ST N TWELFTH ST ± Hackberry View Estates Subdivision Zoning_Cbad_2015 R-1 R-R C /- 5 Acres S ELEVENTH ST Feet 86 PUD C-1 12/28/2015 R-2

87 CTY OF CARLSBAD AGENDA BREFNG MEMORANDUM PLANNNG AND ZONNG COMMSSON Meeting Date: 5/2/2016 Department: Planning, Engineering, and Regulation By: Jeff Patterson, PER Director DATE: 4/20/16 SUBJECT: City of Carlsbad Long Range Transportation Plan 2016 BACKGROUND, ANALYSS AND MPACT: (Safety and Welfare/Financial/Personnel/nfrastructure/etc.) Efforts have been undertaken by the City of Carlsbad to address the evolving and increasing amount of traffic and growth experienced by the community. The Greater Carlsbad Comprehensive Plan Strategy 2030 adopted in 2013 by the City Council put forth goals and strategies that were meant to evaluate and address current and future transportation needs. Due to the oil and gas industry boom that this City has been dealing with, Carlsbad s current growth, both in commercial enterprise and population, has resulted in a significant strain to the City s existing infrastructure and transportation amenities. n 2015, the City employed Bohannon Huston to complete the City of Carlsbad Long Range Transportation Plan Bohannon Huston, in coordination with the local stakeholder group, which consisted of City staff, the CDOD, local agencies, and private citizens, has completed the plan. The completed plan objective is to find the long range transportation goals for the City of Carlsbad in order to assess and plan for accommodating future development. The transportation goals identified are as follows: 1. Consider the needs of pedestrians and bicyclists in roadway design. 2. Provide transit opportunities for all segments of the population. 3. Encourage and support regional coordination on transportation planning decisions. 4. mprove safety throughout the transportation network. 5. Enhance connectivity and efficiency of the transportation system throughout the City. 6. mprove roadway maintenance process. 7. Develop City policies to support the expansion and maintenance of the transportation system. Attached for Commission consideration is a copy of the City of Carlsbad Long Range Transportation Plan DEPARTMENT RECOMMENDATON: f it pleases the Commission, the Planning Department requests that the Commission recommend approval of the Carlsbad Long Range Transportation Plan 2016 to the City Council. ATTACHMENT(S): A copy of the City of Carlsbad Long Range Transportation Plan A.ABM.Form.word Exec. 8/02 87

88 City of Carlsbad Long Range Transportation Plan April

89 CONTENTS Acronyms... 3 Figures... 4 Tables... 5 Appendix... 5 Carlsbad Long Range Transportation Plan... 6 ntroduction... 6 Transportation History of the City... 7 Goals and Objectives... 7 Stakeholder Coordination Process and Public nvolvement Plan... 9 Existing Conditions Overview Geography Employment Demographics Summary of Existing Roadways Transit Land Use Trends and Projections Land Use Population Projections Travel Patterns and Trends Existing Plans Carlsbad Municipal School District Airport Master Plan Greater Carlsbad Comprehensive Plan: Strategy Eddy County Comprehensive Plan P a g e 1 89

90 Greater Carlsbad Housing Analysis and Strategic Plan Eddy County 40 Year Water Plan Carlsbad MainStreet: A Community Economic Assessment Carlsbad Downtown Mainstreet Master Plan Areas of Concern Collaboration across Departments/Agencies Network mpacted by ndustry nfrastructure Condition Alternative Transportation nventory of Existing Transportation System Operational Analysis of Key ntersections Crash Analysis Evaluation of Truck Movement Transportation Targets Project Prioritization Process Data Collection Criteria mplementation Pilot Project Funding Scenarios Federal Aid Highway Acts Transportation Alternatives Program (TAP) Funds NMDOT Pavement Preservation Program (PPP) Funds Highway Safety mprovement Program (HSP) Grants Legislative Funding Public-Private Partnerships P a g e 2 90

91 ACRONYMS Aircraft Rescue and Firefighting (ARFF) Americans with Disabilities Act (ADA) Bureau of Business and Economic Research (BBER) Community Development Block Grant (CDBG) Carlsbad Transportation Network Study (CTNS) Extraterritorial Zone (ETZ) Federal Law Enforcement Training Center (FLETC) Geographic nformation Systems (GS) nfrastructure Capital mprovement Plan (CP) Long Range Transportation Plan (LRTP) Metropolitan Transportation Program (MTP) Moving Ahead for Progress in the 21st Century Act (MAP-21) New Mexico Department of Finance and Administration (NMDFA) New Mexico Department of Transportation (NMDOT) New Mexico Department of Workforce Solutions (NMDWFS) New Mexico Finance Authority (NMFA) Pavement Preservation Program (PPP) Pedestrian Transportation Advisory Committee (PTAC) Planning and Platting Jurisdiction (PPJ) Southeastern Regional Transportation Planning Organization (SERTPO) Traffic Analysis Zone (TAZ) Transportation nvestment Generating Economic Recovery (TGER) Transportation nformation Management System (TMS) Transportation mprovement Program (TP) Volume-to-capacity (v/c) Waste solation Pilot Plant (WPP) P a g e 3 91

92 FGURES Figure 1: Public Outreach... 9 Figure 2: State-wide Location Figure 3: Carlsbad Transit Figure 4: General Land Use Map (Greater Carlsbad Comprehensive Plan) Figure 5: Potential Growth Areas Figure 6: Carlsbad Long Term Planning Committee Figure 7: Population Growth Rates Figure 8: Community nfrastructure Figure 9: Carlsbad Comprehensive Future Land Use Figure 10: Eddy County Comprehensive Plan Figure 11: Carlsbad MainStreet Logo Figure 12: Regional ssues Figure 13: Routes Analyzed by NMDOT CTNS Figure 14: NMDOT CTNS Projected Results for the Year Figure 15: Crash Data ( ) Figure 16: NMDOT CTNS Origin-Destination Study Figure 17: Semi-trucks in the City Figure 18: NMDOT CTNS Origin-Destination Results Figure 19: Criteria for Prioritization Figure 20: Criteria for Prioritization Represented by Percentage Figure 21: Pilot Roads Evaluated Figure 22: Prioritization Scoring Results Figure 23: Visualization Results of Prioritization Process for Pilot Roads P a g e 4 92

93 TABLES Table 1: Entities in Stakeholder Group... 9 Table 2: Employment Data for Eastern NM, Multiple ndustries Table 3: Carlsbad Commuting Patterns by Percent of Population Table 4: Population Over Time Table 5: Population Projections Table 6: Population Over Time Table 7: Population Projections Considered Table 8: Cavern City Airport Projections Table 9: Housing Analysis Table 10: Carlsbad CP APPENDX Appendix A: Origin-Destination Data Appendix B: Prioritization Scoring Results Appendix C: Public Outreach P a g e 5 93

94 CARLSBAD LONG RANGE TRANSPORTATON PLAN NTRODUCTON The Carlsbad Long Range Transportation Plan seeks to find the long range transportation goals for the City of Carlsbad in order to assess and plan for accommodating future development. During the creation process for the Plan, the project team researched existing conditions in the region. This was done by working closely with a local stakeholder group, reading existing plans to ensure coordination, and public outreach. Through this research the team was able to generate Goals and Objectives for the City supporting their transportation decisions. These Goals and Objectives help define the recommendations and proposed actions in this Plan. Overarching Transportation Goals are as follows: 1. Consider the needs of pedestrians and bicyclists in roadway design. 2. Provide transit opportunities for all segments of the population. 3. Encourage and support regional coordination on transportation planning decisions. 4. mprove safety throughout the transportation network. 5. Enhance connectivity and efficiency of the transportation system throughout the City. 6. mprove roadway maintenance process. 7. Develop City policies to support the expansion and maintenance of the transportation system. For the development of this Plan, the project team conducted a comprehensive review of Existing Conditions in the City. This included a look at Census data, interviews with regional leaders, and a look at the current state of affairs. The team also reviewed all of the existing Plans in the City and region to gain an understanding of current operations. This helped create a list of Areas of Concern in the region. The results from the Existing Conditions analysis produced the aforementioned Overarching Goals for the project. As part of this comprehensive review, the Plan also integrated components of a Carlsbad Transportation Network Study (CTNS) developed by Bohannan Huston, nc. (BH) for the New Mexico Department of Transportation (NMDOT). This CTNS was confined to a project area that included all of Carlsbad, as well as a portions of the surrounding area within Eddy County. Because the CTNS was tasked with analyzing potential alternative routes, relevant and interesting information was taken from the study and integrated into this Plan. The Plan also defines a Prioritization Process in order to assist in making meaningful choices for transportation projects. This process was developed based on existing data, current conditions, and public opinion. t is designed to be used by City staff and leaders before making transportation-related decisions. The process integrates current decision-making criteria into a new refined database and is designed to create a defensible, objective process for making decisions for the best use of public funds. Finally, the Plan lays out a list of Funding options to assist in implementing the projects. This was included in order to give the Plan substance in the future. As projects arise, this list can be a reference for potential sources of financial support. P a g e 6 94

95 TRANSPORTATON HSTORY OF THE CTY Carlsbad began to develop its infrastructure in the end of the 19 th century. The first large infrastructure project built in Carlsbad was the Flume, a structure that brings river water into Carlsbad. The Flume is an anomaly it guides the river to cross over itself! The Flume was rebuilt as a concrete structure in 1902 and was the largest concrete structure in the world at the time. t is still in operation today. n 1908 the road to El Paso from Carlsbad was built. This road is very important because it decreases the City s isolation and increases tourism and its ability to connect with the commercial activity of the area. This allowed Carlsbad to connect with the nation and participate in the industrial development of the Southwest region. Commercial airline service began at the Cavern City Air Terminal in This also increased the City s access to regional industry and travel sector. t also lead to the construction of airport parking and the implementation of Aircraft Rescue and Firefighting (ARFF) related facilities and equipment. The airport has been updated regularly since its transition to a civilian facility to improve taxiways, lighting, fencing, and to enhance the overall facility. A Master Plan for the Cavern City Air Terminal was created in 1994 and is currently being updated. The main transportation routes through Carlsbad are US 285 and US 62/180. US 285 travels north-south from Sanderson, Texas to Denver, Colorado. t was fully constructed in 1936, although small portions (called US Route 650) already existed from Salida at US 50 and Buena Vista at US 24. US 62/180 was constructed in 1930 and begins in El Paso, Texas and travels to Niagara Falls, New York. Recently, the oil and gas industry has brought a large number of temporary residents into the City. Because of this, there is a lack of housing available to those employed in the area and a large number of trucks integrating into daily traffic. This has affected the quality of life for residents. Additionally, the recent changes in travel patterns due to the freight traffic are a major transportation concern. Their presence has led to a number of large trucks passing through the City. This, in turn, has caused residents to have a perception that traffic conflicts exist and that the roads are unsafe. GOALS AND OBJECTVES The Transportation Goals and Objectives for the City of Carlsbad were developed by observing current issues, reviewing existing Plans that were created for the region, and incorporating input from the Stakeholder group. These Goals and Objectives are designed to be a guide for future transportation decisions. 1. Consider the needs of pedestrians and bicyclists in roadway design when planning and implementing local road and trail improvements. a. Utilize community input to guide development of pedestrian and bicycle and recreational pathways within the City. b. Continue to complete Americans with Disabilities Act (ADA)-compliant improvements to existing facilities. c. Create streetscapes which encourage pedestrian use. d. Develop a Bikeways and Trails Master Plan. P a g e 7 95

96 2. Provide transit opportunities for all segments of the population. a. Continue to improve access to public transportation with a focus on fixed-route transit. b. Continue curb-to-curb service. c. Expand City-wide coordination (Senior Centers, social services, schools) to meet the needs of transit dependent residents. d. mprove transit facilities along existing routes. 3. Encourage and support regional coordination on transportation planning decisions. a. Coordinate with federal and local government agencies to establish support for regional transportation improvements. b. Ensure that the City has representation on regional boards and committees related to transportation. c. Engage the public and encourage outreach during transportation planning activities. 4. mprove safety throughout the transportation network. a. Create safer routes for all modes of transportation by improving signage, signalization, and buffering. b. Consider truck by-pass routes to reduce truck traffic within the City. c. Relieve conflicts and safety issues between the local road network and the railroad. d. nclude traffic calming features where appropriate. e. Coordinate with public safety officials to improve public safety enforcement. 5. Enhance connectivity and efficiency of the transportation system throughout the City. a. Consider connectivity on local streets between residential and commercial uses. b. mprove connectivity across the Pecos River for all modes of transportation. c. Provide bypass routes for through traffic around urban areas to relieve traffic congestion. d. Address capacity constraints on major arterials. 6. mprove roadway maintenance process. a. mprove coordination amongst City departments. b. mprove coordination between maintenance and capital projects. c. Consider enhanced streetscapes when doing roadway maintenance/improvements. d. Engage in the asset management process. 7. Develop City policies to support the expansion and maintenance of the transportation system. a. Develop policies which evaluate the potential (operational and land area) impacts to the transportation system as a result of private development. b. Create policies which require private developers to fund an equitable portion of required transportation improvements and/or provide necessary land area. P a g e 8 96

97 STAKEHOLDER COORDNATON PROCESS AND PUBLC NVOLVEMENT PLAN Local stakeholders were an integral part of the Carlsbad Long Range Transportation Plan. The Transportation Network is their asset, in the end. t was seen as imperative that the project receive feedback and buy in from area stakeholders and from the public in order to have the best possible outcome. The project development process relied on stakeholder outreach and public input throughout the planning process. Table 1: Entities in Stakeholder Group Public Works Entity City of Carlsbad Municipal Development Transit Planning, Engineering & Regulation Department The project team identified a number of organizations that Airport Planning were asked to participate in the stakeholder outreach Eddy County process. They were asked for data, input, and engagement with the Long Range Transportation Plan. The organizations Planning and Zoning that participated are seen in Table 1. The stakeholder group Public Works met during the Plan development phase to discuss the Plan General Services Department overall. They also reviewed and commented on the Goals, School District resulting in the version included in this document. Data and Carlsbad Municipal Schools information on planned developments and growth in the City was also shared by stakeholders. The team shared NMDOT District 2 information on the local airport, fire stations and what parts of the region are most likely to receive new development. This group also reviewed the Prioritization Process and provided insight into what data was available and useful for the process. Finally, the project team conducted two public participation events. This was done in order to collect feedback from community members who use the roads every day. Folks living in the City have an idea of the real problems on the roadways the potholes, the lack of sidewalks, and the congested intersections. Figure 1: Public Outreach On June 25, 2015 three BH team members presented the project to the public in a series of two mobile workshops held within the City of Carlsbad. The team set up a station in front of Albertsons on North Canal Street from 10:30am to 12:00pm, and then Walmart on South Canal from 2:00pm to 3:30pm. The team put up a poster near where they were conducting interviews that displayed the questions being considered. The team provided cold water to the public, as well. They stood near the entrance and talked to people about transportation issues in the area. The staff members asked passers-by about their experiences with transportation P a g e 9 97

98 in general, roads, sidewalks and bike paths and asked for suggestions for specific improvement projects (Figure 1). The staff received just under 70 comments during the outreach effort. The majority of Carlsbad residents had common concerns with the condition and maintenance of roads. Freight trucks are perceived as the primary cause of potholes and general road damage. Safety was also identified as an issue needing to be addressed. The trucks from the oil and gas industries are seen as dangerous, and residents do not want them passing through town. Residents would also appreciate safe and ADA compliant bike and pedestrian facilities near schools and recreational areas. EXSTNG CONDTONS OVERVEW Carlsbad is a City within Eddy County, New Mexico with a base population of about 26,349 people. Carlsbad has existed since the early 19 th century and was originally called Eddy. Carlsbad is relatively isolated from the rest of the State and as a result depends on the two freeways that pass through it Highway 285 and Highway 62/180. These transportation routes serve as important connectors for all industries in the region, especially the oil and gas industry. t also connects the Carlsbad National Caverns, a National Park that draws visitors from all over the world, to the transportation network. Carlsbad is also near the Waste solation Pilot Plant (WPP) which was established in The plant required the creation of the Diversion route (WPP Route) to bypass the northern portion of the City. This route allows trucks to avoid passing through the City as they access the plant. t passes to the north of the City and connects US 62 to US 285. Figure 2: State-wide Location GEOGRAPHY The Chihuahuan Desert stretches from New Mexico into Texas and Mexico. t is a rain shadow desert because it lies between so many mountains (The Sierra Madres, Sierra del Carmen, Organ, Franklin, Sacramento, Sandia- Manzano, Magdalena-San Mateo, Chisos, Gaudalupe and Davis Mountains). t is the largest desert in North America, stretching more than 200,000 miles. n the summer temperatures are very hot and in the winter it can be very cold. t is a shrub desert with relatively low biological diversity; creosote is the dominating plant species throughout the area. Most of the area receives less than 10 inches of rain each year. Though in a desert, the Pecos River passes right through Carlsbad. t passes through the City and, along with a vast canal network, has created moist wetland and agricultural areas that have allowed the City to survive. Carlsbad lies on 4,180 square miles in the Guadalupe Mountains, on the edge of the Chihuahua Desert. The Guadalupe Mountains are the remnants of a 400-mile long limestone reef, which formed 250 million years ago. The mountains stretch from the Brokeoff Mountains in Texas to the Sacramento Mountains in Alamogordo, New Mexico. As a result of being in the foothills of these mountains, the elevation of Carlsbad can vary from 6,800 feet above mean sea level (ft msl) to 2,870 ft msl. P a g e 10 98

99 EMPLOYMENT The City of Carlsbad has two main employment centers in the area- the WPP project and the Federal Law Enforcement Training Center (FLETC). The WPP site is east of Carlsbad and employs about 1,000 people. The WPP route attracts a large number of vehicles which pass through or by Carlsbad, primarily using the WPP route. They are delivering hazardous waste and the operation is, as expected, quite sensitive. The creation of the plant outside of Carlsbad attracted an educated demographic to the area. The FLETC is in Artesia and provides law enforcement training for local, state, federal, and international agencies. t has existed since 1989 and as a facility of 94,690 square feet. The Training Center attracts a large quantity of short term residents to the area. The other large industry in the Carlsbad area is oil and gas. This is a booming industry in the area and is bringing a lot of the major employment to the area. However, most of the actual oil rigs are outside of the City limits. This makes the industry transportationdependent. Not only does it require employees to drive outside of town to get to their workplace, but it also requires large trucks to pass through the City to make deliveries. The oil and gas industry also generates a large number of temporary residents to Carlsbad, which will be further discussed in this report. The smaller employers in Carlsbad are New Mexico State University (NMSU) and the Carlsbad Medical Center. NMSU Carlsbad was established in 1950 as the first community college in New Mexico before it was incorporated with the NMSU system. NMSU Carlsbad employs approximately 105 full-time and 50 part-time employees, serving over 2,000 students in the Eddy County area. The Carlsbad Medical Center is southwest New Mexico s healthcare provider with inpatient, outpatient, diagnostic, medical, surgical, and emergency services. The Carlsbad Medical Center employs over 400 healthcare professionals and staff. Table 2: Employment Data for Eastern NM, Multiple ndustries Year Average Establishments Average Employment , , , , , , , , , , , , , , , , , ,002 Source: NMDWS, Quarterly Census of Employment and Wages program Table 3: Carlsbad Commuting Patterns by Percent of Population Drove to Work Alone person Carpool or-more-person Carpool 5 Public Transportation 0.3 Walked 2.4 Taxi, Motorcycle or Other means 1.6 Source: US Census DEMOGRAPHCS According to the US Census ( survey), the City has a total population of 26,349 people. However, based on recent research conducted by the City of Carlsbad and Carlsbad Department of Development, and based on per capita residential water consumption rates, it is believed that the population of the greater Carlsbad area is closer to 76,500 people. P a g e 11 99

100 n Carlsbad, 12.1% of residents lived in poverty and the average household income was $58,276, according to the US Census survey. New Mexico has a total population of 2,059,179 people, with 18.4% of residents living in poverty. The average household income was $59,223. While the average income in Carlsbad is a little lower, 6% less of the population live in poverty. The mean household income in the US, according to the Census, was $53,046. The unemployment rate in Carlsbad is 6.9. As can be seen in Table 2, the large majority of workers are driving their own cars to work. That means that 8,800 people are driving to work each day. Those who aren t driving are assumed to be carpooling or walking/bicycling. With such a low percentage of walkers (2.4%), the could indicate that proximity to work is low, or people don t choose to walk/bike to work for various reasons such as poor pedestrian/bicycle infrastructure. As you can see, Carlsbad has a large percent of the population in the work force. They have a diverse housing inventory of both rental and owner-occupied properties. 56% of workers in Carlsbad reported commuting to work. As can be seen in Table 2, most households in New Mexico have one or two cars, while very few households live without a car. SUMMARY OF EXSTNG ROADWAYS n Carlsbad the major thoroughfare is Canal Street, which turns into Pierce Street. This is classified as a major arterial moving through the middle of town. This road connects to both US 62/180 and US 285. t also passes through the entire City, making it the most convenient way to travel through town. Some secondary roads are Greene Street, Church Street and Lea Street, which serve to connect local traffic. Since Carlsbad is along a number of major roadway networks, with both US 285 and US 62/180 running through the center, a lot of major business traffic passes through the City. This traffic is often brought through local roads, which leads to conflict, especially in school zones. Truck routes are currently being considered and evaluated by Eddy County, the NMDOT, and the City of Carlsbad. Options include routes to both the east and west of the City center. The residents of Carlsbad are frustrated with the amount of heavy traffic passing thorough the City and have also suggested that it be diverted outside of the City. TRANST The City of Carlsbad operates the Municipal Transit System. t serves the City of Carlsbad, the Village of Loving and southern Eddy County. The transit system has three fixed routes in the City that operate from 7:00 am to 5:45 pm Monday- Friday. The Municipal Transit System also offers a Demand Response (door to door) service and Complementary ADA Paratransit Service. t began in 1996 and encompasses some of the areas immediately adjacent to the City, as well. The Municipal Transit serves 5,000 riders each month on average. The City purchased bike racks to install on the busses, but they did not fit inside of the Figure 3: Carlsbad Transit P a g e

101 lanes and pull offs that currently exist within the City. This service could be important to riders and efforts should be initiated to try and resolve this issue. The City also administers a school safety program where students are transported from school to designated after-school programs. The program receives about 100 student participants a year. LAND USE The current land use in the City includes a variety of uses and meets the diverse needs of the community. As seen in Figure 4, there is a concentration of residential development in the core of the City, with a diversity of residential development types. The inner core of the City features residential blocks, with commercial activity located on the main roads. There are two main types of residential development, with residential rural on the outskirts of the City and R-1 (single family) and R-2 (multi-family) in the middle of the City. The majority of the residential is classified as residential rural and is on the outer edges of the town. The majority of the industry in the City is concentrated along the main highway corridors. The majority of the industrial zoning is in the eastern portion of the City and the southern portion of the City. This leads to major industrial traffic and trucks being forced to pass through town in order to transport their goods. n the northern section of the City are the majority of the Planned Unit Development zones. This area to the north is currently experiencing a large growth spurt and has added a number of housing units and roadway improvement projects in the past few years. Figure 4: General Land Use Map (Greater Carlsbad Comprehensive Plan) P a g e

102 Figure 5: Potential Growth Areas P a g e

103 TRENDS AND PROJECTONS LAND USE As you can see in Figure 5, the project team determined a number of potential growth areas in the project area. The green areas are potential growth areas. These areas were chosen based on research conducted using potential projects in planning, geographic data, and current projects under development. The majority of development is happening to the south of the City. Much of the available land and accessible utilities are to the south, making this location more amenable to future development. There may be both residential development and the development of agri-business in that same area. However, residential development is happening in many locations, including the center of the City. There is a small patch of residential growth to the west of the City, with clusters of larger potential residential development in the southern area of the City. Currently, this is an agricultural residential neighborhood, but there is a lot of space left for development of housing and this area has been planned for a large residential development for some time. There is additional residential development to the north of the City, where schools and neighborhoods are being built and access expanded. According to the land use map from the Carlsbad Comprehensive Plan, there are a large number of vacant areas of the City (Figure 4). The area to the southwest is also classified as agricultural land. Many of the areas classified as ndustrial are along the major US 285/ corridor. This development is occurring because of access availability along the major transportation routes. The major commercial activity is also happening along the same corridor. The North/ Central part of the City has a concentration of residential land uses. t also has the most mixed-use development in the whole City. Carlsbad MainStreet is also active in this area of the City. This type of development requires facilities that accommodate residents of all ages and abilities. There will need to be a focus on sidewalks, bike amenities and traffic-calming street designs. This will maintain a safe and active residential neighborhood, while allowing for a mix of land uses. t would also be beneficial to minimize large trucks on these streets in order to reduce wear on the roads and increase safety. POPULATON PROJECTONS The City s main economic activity is in the field of oil and gas, mining, education, the WPP Plant, and the Federal Law Enforcement Training Center (FLETC). Though the population of Carlsbad has stayed consistent over time, the City is now expecting increased growth. This has led to a variety of ideas on future growth for the City. There are varying opinions on how the City will grow in the future. Below, in Tables 4, 5, and 6 are the different population projections for 2030 as taken from a number of area Plans, as well as the current population, according to US Census Data. Table 4: Population Over Time Year Carlsbad , , , , , , , , , , ,736 Source: U.S. Census P a g e

104 The project team analyzed the socioeconomic forecast based on previous job and population growth in the entire County. This was done based on availability of expert and reliable data. The sources used were primarily Department of Workforce Solutions studies and UNM Bureau of Business and Economic Research (BBER). These are both trusted leaders in population projection research regionally. However, when looking back on the history of growth in the region US Census Data was used to provide a comprehensive overview. The Census has data on employment that reaches as far back as 1990, as seen in Table 6. Data was used from both Eddy County and Carlsbad to provide a regional and local perspective on growth, as there was quite a lot of data available. Data Set Table 5: Population Projections 2030 Population Projection Current Carlsbad Population* 26,349 Eddy County 40 Year Water Plan - LPVRWP 34,237 Eddy County 40 Year Water Plan BBER 27,812 Carlsbad Water System 33, Comprehensive Master Plan Linear Trend Equation** 27, Comprehensive Master Plan Regression Model** 34,715 Greater Carlsbad Comprehensive Plan: Strategy 2020 ~29,500 Population with a 3.4% growth rate 50,063 Lower Pecos Valley Regional Water Plan Eddy County.52 growth rate 65,621 Source: * Carlsbad Population from Census American Community Survey 3-year estimates ** From the City of Carlsbad Water Master Plan and Hydraulic Model Report As you can see in Table 6, the population has risen slowly in both Eddy County and the City of Carlsbad. The Population of Eddy County has risen by 5,702 people since 1990, or about 248 people a year. n Carlsbad the population has risen by about 818 people over the 23 years, or about 35 people a year. The City of Carlsbad has grown faster than the County; the population has not increased at the same rate in the County. Table 6: Population Over Time Source: US Census Data P a g e

105 The project team also looked at population over the long term by considering the growth of the population since This can be seen in Table 7. Historically, population growth has been quite small, and then it grew to one of its largest populations in The population then shrank considerably by the next decennial census to 21,297 residents. Since then, the population has fluctuated around 25,000 people, through a boom and bust cycle. Table 7: Population Projections Considered Table of Growth Rates Carlsbad Employment Growth Rate* Carlsbad Population Growth Rate* Carlsbad Pre-Determined Population Carlsbad Projections Carlsbad Employment % / Projection using Carlsbad Rate Jobs added 4405 Eddy County Employment Growth Rate* Eddy County Population Growth Rate* 0.02 Carlsbad Employment Projection using County Rate Jobs added 5799 Artesia-Carlsbad Micropolitan Area Employment** Artesia-Carlsbad Micropolitan Area Population Carlsbad Employment projection using Micropolitan Area Rate Jobs added 6479 Eastern NM Employment** Carlsbad Employment Eastern NM Population Eastern NM NMWFS 2020 Projection Rate*** 2035 Projection using Eastern NM Rate Jobs added 4038 New Mexico Employment** Carlsbad Employment New Mexico Population** Projection using NM Rate NM NMWFS 2020 Projection Rate*** Jobs added 540 Source: *nferred from Census Data **nferred from NMDWS, Quarterly Census of Employment and Wages ***New Mexico Department of Workforce Solutions P a g e

106 n order to truly understand how growth in population and employment has been happening over the past 23 years, the project team looked at the BBER and Workforce Solutions data mentioned earlier. The reports created by the Department of Workforce Solutions are an overall view of the State broken up into four regions. There is the Northern region, the South-western, the Central and the Eastern Regions. The Study area (Carlsbad), and all of Eddy County, lies in the Eastern region. According to the NM Department of Workforce Solutions (NMDWFS), there will be 320 jobs in oil and gas extraction added to the area by 2029 in the Eastern Region (New Mexico Department of Workforce Solutions Economic Research and Analysis Bureau, January 2012). As part of The City of Carlsbad s Long Term Plan Project, a group of stakeholders formed a committee to plan for growth. They set a goal of attaining a population of 50,000 in the City limits of Carlsbad by 2035 (See Figure 8). This population goal also happens to be a growth rate of 3.4% that would mean essentially doubling the population by the year Figure 6: Carlsbad Long Term Planning Committee This number is a more ambitious projection than the historical rate, where population grew slowly and remained close to 25,000 people. BBER did a study to project population growth rates by county. This can be seen in Figure 9. These numbers were much more conservative and in line with past growth patterns. Since vehicle trips are generated by household, population can also be thought about in number of households. The ratio of households to population can come from Census Data. There is data for the Carlsbad- Artesia Micropolitan Area, which is a regional designation used by the census. An average ratio was determined for the NMDOT study and used to create the number of households in A master planned development is anticipated in an area just South of the City of Carlsbad. This area has the capacity to accommodate thousands of people if developed. The area just north of Carlsbad will continue to develop with residential uses. Finally, the area in the middle of Carlsbad should increase in density as the City Figure 7: Population Growth Rates P a g e

107 develops because it is the core of the City. Development and redevelopment of the City core is a national trend that increases economic vitality of neighborhoods and aesthetic quality for a community. TRAVEL PATTERNS AND TRENDS The oil and gas industry will continue to be in the area for the foreseeable future. t is an industry that has a number of ups and downs and is expected to continue to cycle through booms and busts over time. Therefore, it is important to plan the industry impacts into the development of the City and County, but in such a way that resources are not used for that purpose exclusively. For example, new roadways should benefit multiple purposes, not just the singular purpose of helping the oil and gas industry. There is an increasing demand on the roadways from the development of the industry. ndustry-related trucking is very hard on the system and degrades roadways quickly. There is an expected increased need for re-pavement, repair and other roadway improvements as long as the industry is in the area. Furthermore, there may be increased travel to the Southern part of the City as development occurs in that area. This is expected to increase demand on the roads that are already under pressure from the trucks used in the oil and gas industry. There will also be an increase in east/west movement from residents that are passing between roadways and through developed neighborhoods. Roadway use is expected and increased maintenance should be planned for in this area of the City. EXSTNG PLANS The City of Carlsbad has already generated a number of Plans that affect many of the aspects related to the implementation of a Long Range Transportation Plan. The existing plans are summarized below: CARLSBAD MUNCPAL S CHOOL DSTRCT The Carlsbad Municipal School District plans on reducing their eight Elementary schools down to five in the next ten years. t is difficult for the planning team to determine exactly where they will locate future facilities due to changing demographics. During an interview with the Educational Facilities Planner for the Municipal School District, Visions in Planning, nc. (Colleen Martinez), it was explained that Carlsbad consists of four different demographic groups: Temporary workers that stay for less than 6 months with no children. Workers that stay for 6 to 18 months and may or may not bring children Residents of Carlsbad. Commuters from Loving and Artesia. Many residents of Carlsbad are having a hard time finding quality housing for their families. Some families own homes but are unable to sell them and move on to a better home due to a lack of available housing. P a g e TRANSPORTATON LNK: As the locations and sizes of these schools shift, traffic patterns will change. During peak school hours traffic is highly congested. t is important for these new locations to be well connected and to be able to adapt to large quantities of traffic for a few short periods throughout the day. t is also important to consider the location of bus routes, and to avoid the location of bus stops along major truck corridors. The pedestrian safety of school areas is imperative.

108 Due to this shifting population and the unpredictability of the housing market as well as the oil and gas industry, it is difficult to determine where schools are needed. There is a plan to demolish almost all of the schools and either replace or consolidate them with other schools, eventually establishing 5 schools that accommodate 600 students each, instead of the current 300 each. The Carlsbad Municipal Schools (CMS) has 13 schools in the district. n the school year CMS had 6,411 students. Figure 8: Community nfrastructure Visions in Planning (consultant to CMS) provided information on the following initiatives: Riverside Elementary will be moving onto BLM land north of its current site as part in response to current and future residential development in the area. This will put more demand on Callaway Drive, Quail Hollow Run Road, and Ligon Road. Pate Elementary is planned to be demolished and consolidated with Puckett Elementary on the vacant lot north of the existing Puckett school site. This new school location will put more demand on Wood Street, Center Street, and Violet Avenue. n the future, there may be a large-scale development on the south end of the City that will generate an Elementary School, but so far no land has been set aside for the facility. n the future, there will most likely be only one elementary school in the middle of the City due to shifting housing and increased capacity. There have also been calls submitted to the districts saying that bus stops are unsafe. This is due largely to traffic speeds and the presence of large trucks on many school bus routes. n January 2016, the Carlsbad City Council voted to reduce the speed limit on residential streets, and on streets not otherwise posted, from 30 miles per hour (MPH) to 25 MPH in order to reduce vehicle speeds, increase safety, and protect pedestrians. P a g e

109 ARPORT MASTER PLAN The original Airport was built in 1926 by the U.S. Air Army Corps as the Carlsbad Army Airfield. t originally had four runways and hosted advanced training in twin-engine aircraft. Then, the airport was transitioned into the Bombardier s School, where students were trained to drop bombs. Students trained from weeks and dropped about 160 bombs each throughout all times of the day. n 1945, when WW ended, the airport was deactivated and given to the Army Corps of Engineers. n 1946 it was given to the City of Carlsbad to become a civilian airport and in 1954 the terminal building was constructed. The local airport, Cavern City Air Terminal, has a few projects planned in the next year. These include moving facilities and building an addition to the main building in the campus area. The additions are broken down as a number of scenarios in the Airport Master Plan and will be added to the main terminal to create spaces for new amenities within the airport. This will all occur within Airport property. The Airport Master Plan expects air traffic increases. Table 8 shows the growth projections in the Airport Master Plan. By 2033 total operations will almost double according to the forecast. Table 8: Cavern City Airport Projections Category Airline Enplanements Annual Enplanements Peak Month Design Day Deign Hour Airline Operations Annual Peak Month Design Day Design Hour General Aviation, "Other" Air Taxi, and Military Operations Annual Operations Peak Month Busy Day Design Day Design Hour Based Aircraft Single Engine Multi-Engine Turboprep Jet Helicopter Total Based Aircraft Annual nstrument Approaches Source: Airport Master Plan TRANSPORTATON LNK: As activity at the airport increases, traffic to and from the airport will increase conjointly. The airport is the entrance to the city for visitors and it is important that the roadways are aesthetic and easy to use. P a g e

110 GREATER CARLSBAD COMPREHENSVE PLAN: STRATEGY 2030 The Carlsbad Comprehensive Plan has a future land use plan that favors development of vacant lots near already existing development. This is part of the nfill/redevelopment Scenario chosen for the previous Comprehensive Plan and preferred by the City. This scenario is pictured in Figure 9. This scenario will maximize the existing infrastructure and reduce demand for new roadway developments. t will, however, increase demand on existing, inner-city roadways, especially for pavement. Asset Management will be an important part of this development Plan. Finally, the Plan recommended that the City of Carlsbad appoint ad-hoc citizen advisory committees to guide the development of pedestrian and bicycle pathways through the City. A Bicycle Advisory Committee (BAC) and a Pedestrian Transportation Advisory Committee (PTAC) could provide input on bicycle and pedestrian access and safety issues. TRANSPORTATON LNK: ncreasing the density within the city will increase demand on the existing and any future roadways. More cars will be travelling within the City, increasing the traffic. However, infill will reduce the pressure on major roadways due to traffic being contained locally and residents having a greater chance of walking or biking to work. t will be important to focus on bicycle and pedestrian activities in order to reduce the pressure on the existing system. Figure 9: Carlsbad Comprehensive Future Land Use P a g e

111 EDDY COUNTY COMPREHENSVE PLAN The Eddy County Comprehensive plan discusses the Extraterritorial Zone (ETZ) and Planning and Platting Jurisdiction (PPJ). The ETZ is a 2-mile area surrounding the City of Carlsbad that would be regulated by a commission made up of City and County residents. t would allow the City to control developments surrounding the City, allowing the City to focus its transportation efforts on a more compact development style. The PPJ exists in a 5-mile radius of Carlsbad to regulate land subdivision in order to improve the quality of development in the area. The ETZ ended in This may allow developments to happen without input from the City. Without this regulatory tool, the City will have less input into developments near the City limits. This will require coordination between staff from the City and Eddy County. However, the PPJ is regulated under State statutes and remains as a planning tool for the City and the County. Figure 10: Eddy County Comprehensive Plan TRANSPORTATON LNK: The end of the ETZ may mean that developments can happen outside of the City that impact the transportation network. t will be important that City staff are prepared to accommodate the impact on City roads of new developments outside of the City limits. The PPJ can still be used as a planning tool P a g e

112 GREATER CARLSBAD HOUSNG ANALYSS AND STRATEGC PLAN n Eddy County there is a need for market-rate multi-bedroom rentals for families. This includes a mix of marketrate single-family detached housing, rehabilitation of existing housing, and affordable housing options for single family- detached housing. Table 9 demonstrates the types and quantities of housing that the City should develop according to the plan. Table 9: Housing Analysis Type of Housing and Target Market Estimated Current Need Future Need (anticipated need per year) Market rate Temporary Essential Workforce units total additional needed Low-income and Cost-burdened 1617 Not determined Transitional homeless special needs (mental illness) Not determined nfill / Rehabilitation / Redevelopment 916 units in poor condition (overlap with low-income) Retirees Not determined Source: Greater Carlsbad Housing Analysis and Strategic Plan TRANSPORTATON LNK: As the population of Carlsbad increases, the quantity of housing developments will need to increase, generating more vehicle trips. Depending on where these different types of housing are located, there will be more or consistent traffic on the roads. With the current rate of driving to work, it is apparent that the increase in housing will lead to an increase in trips. However, if these developments are done in a manner that encourages walking and biking to work, this will reduce the stress on the system. Developments done in proximity to existing transportation and in denser areas will discourage use of private cars, and potentially increase the rate of employees walking to work. P a g e

113 EDDY COUNTY 40 YEAR WATER PLAN There are three water system wells within or near the Carlsbad City limits. The Pecos River is the predominant surface water system in Eddy County, and it passes through Carlsbad. The water system faces drought vulnerability. There are questions of the ability of current water rights to meet current and future needs and to stand up to water quality threats. n order to meet future demands and control water quality issues, the following is planned: Development of a Water Advisory Committee within the County Establish a Water Conservation Program Protection of Water Quality and Wellheads Water rights protection and Acquisition Growth of Water Supplies Coordination across Eddy County Water entities TRANSPORTATON LNK: Transportation activities in the City should avoid negatively affecting water use and water quality. Plants included in transportation related landscaping should be low water. Management of storm water along roadways can minimize impacts to water quality. The availability of water is correlated to the potential for growth and location of growth in the City. CARLSBAD MANSTREET: A COMMUNTY ECONOMC ASSESSMENT Carlsbad s MainStreet district encompasses a 10-block area around North Canal Street in the eastern part of the City. The area serves primarily as a governmental and professional service center for the community, including courts, legal services, and banks. The MainStreet district is the location of 16 percent of Carlsbad s businesses, which provide 10 percent of the total employment in the City. 40% of the population live within a 3-minute drive of the area, or within a 40 minute walk. An opportunity exists to build on this reasonably solid foundation by capturing a greater share of the dollars that visitors bring to the region in their travels to Carlsbad Caverns and Guadalupe National Park. Available data indicates that spending in restaurants and other recreational services in Carlsbad are below average for the state, disappointing considering that the City is nearby one of the most important attractions in the state. There is a great opportunity for the MainStreet district to become a large part of the tourist experience in Carlsbad. TRANSPORTATON LNK: This area provides a great opportunity to increase visitor traffic if there is clear signage, a comfortable and efficient transit system, and effective pedestrian and bicycle facilities. MainStreet s need to be pedestrian friendly to encourage patronage of local businesses. Comfortable features and interesting landscaping will be important in this area of the City. Sufficient parking is also important to allowing visitors to come to the area and engage in the corridor. Figure 11: Carlsbad MainStreet Logo P a g e

114 CARLSBAD DOWNTOWN MANSTREET MASTER PLAN As stated above, much of the Downtown area houses commercial, office and public/ institutional uses. There were 91 businesses found in the Downtown area during a 2010 survey. The most successful businesses were service-oriented businesses followed by retail and legal/ professional services. There were 7 vacant stores found during the writing of the Plan, as can be seen in the Existing Land Use map in the Plan. This is a missed opportunity because Downtown Carlsbad offers a great means to attract tourism from Carlsbad Caverns to the City of Carlsbad. The Plan identifies both automobile and pedestrian oriented roads as a means of encouraging activity in the area. TRANSPORTATON LNK: The design of MainStreet is essential to success. Developing efficient transportation, clear signage and comfortable pedestrian and bicycle facilities will increase the attraction to Carlsbad s MainStreet. Ensuring sufficient parking facilities will encourage visitors. ncreasing convenience and aesthetic amenities will make it more attractive for businesses and patrons. AREAS OF CONCERN This chapter is meant to summarize the issues considered. These are the issues that lead to the development of the Goals listed earlier in this document. t was created after a close review of existing Plans and coordination with regional leaders and residents. They directly support the Goals and Objectives that were generated. Many of the issues of the region revolve around the oil and gas industry. The following are issues that were identified though the Planning process. Figure 12: Regional ssues COLLABORATON ACROSS DEPARTMENTS/AGENCES Coordinates with Goals 3, 5, and 6 There is a list of roadway projects that are maintained by the City Public Works Department, but there is no standard process for coordinating this information with Planning staff. n order to make a prioritization process effective, these departments will be encouraged to coordinate on the planning and implementation of both maintenance and capital projects. Right now there is a lack of coordination between City departments and across regional entities. Without an established flow of information between employees there will be issues of missed information and repeated tasks. n order to effectively and efficiently manage a project prioritization process, there needs to be coordination across departments in the choice of new projects and in creating the nfrastructure Capital mprovement Plan (CP). Similarly, if there isn t communication between regional leaders there will be more opportunities for missed information, duplicated efforts, and lack of organization. The County is also addressing a number of roadways needs. The City has the opportunity to maximize the efficiency and effectiveness of roadway P a g e

115 improvements if they coordinate with the County on planned projects. Similarly, by ensuring that the City has representatives on regional boards and committees, City leaders will have relevant information about upcoming projects when making decisions. By coordinating, the transportation connectivity in the entire region will be maximized while minimizing expense. This coordination will also allow for an improved roadway maintenance program that maximizes the benefit of dollars spent. Finally, lack of coordination reduces the timelines and effectiveness of roadway improvements, compromising the safety of the public. NETWORK MPACTED BY NDUSTRY Coordinates with Goal 4, 6, and 7 This is a regional issue. The oil and gas industry uses a high number of trucks and cars. The influx of employees working in this industry has added to the impact on the roadway network in the City. The presence of trucks and heavy vehicles on the roadways in the City affects the safety of the roadways, especially near schools and in residential areas. The CTNS examines this issue and it will be discussed later in this document. These trucks also put a lot of stress on roadways which need regular maintenance. t will be important that organizations and departments are coordinating their work to ensure efficiency. f goal number seven is utilized, it will allow for the City to evaluate roadway needs and work with private businesses to meet roadway needs, when appropriate. This compromises the safety of the public, especially in school areas. NFRASTRUCTURE CONDTON Coordinates with Goals 4 and 6 Poor drainage is an issue of maintenance as well as safety. t happens regularly that roadways are flooded and consequentially washed out, making them unsafe and unusable. This results in a safety issue in the region. t is important to improve the maintenance process to ensure that rubble is removed quickly and the roadways are managed to resist destruction during flooding. Roadways damaged by flooding are unsafe for the public because potholes, poorly striped roads and other infrastructure issues can cause confusion or car problems, which lead to accidents. ALTERNATVE TRANSPORTATON Coordinates with Goals 4 and 6 t is important for area leaders to maintain, improve and expand public transit systems for the growing ridership amongst the elderly, disabled, tourists, students and the general public. As the population ages they will rely more on transit. The elderly population in the City already rely heavily on public transportation. f population continues to increase, a proportionate increase in transit ridership will also reduce demand on the roadway system. An improvement in area recreational facilities will improve the quality of life in the region. The facilities can be improved by adding, improving and expanding trail systems, pedestrian, bicyclist and equestrian facilities. Some of the public comments received were about adding walking trails in the City as well as in the County. Additionally, sidewalks are important, especially in the MainStreet area of town. P a g e

116 NVENTORY OF EXSTNG TRANSPORTATON SYSTEM n order to develop background information on the operation of the roadway network in Carlsbad, and in coordination with other regional transportation studies, an abbreviated existing conditions analysis was performed for NMDOT in the City and directly outside of it. This data included a collection of traffic counts at key locations and intersections throughout the City and gathering, evaluating and summarizing the crash experiences from The data was originally collected for the CTNS completed for the NMDOT. Although the CTNS study Figure 13: Routes Analyzed by NMDOT CTNS was developed primarily to evaluate truck bypass alternatives and NMDOT facilities, it did provide information related to City of Carlsbad roadway conditions. The study found that there is relatively little congestion in the City, although there may be localized congestion over short periods of time. A key indicator of congestion, the volume-to-capacity ratio, is the ratio of the traffic volume on a particular roadway segment and the traffic capacity of that same roadway segment. The volume-to-capacity (v/c) ratios for the year 2035 are shown in Figure 14. t shows just one location where the v/c ratio is over 0.50: the section of Lea Street between Halagueno Street and Canal Street. All other locations have a v/c ratio of under 0.50, indicating high levels of operational performance and relatively low congestion. This data collected for the CTNS is useful to the Carlsbad Long Range Transportation Plan because it provides a context for the way the system is currently working. Right now it is working fairly smoothly. However, as development continues in the City, the system will require monitoring, maintenance, and perhaps enhancements. P a g e

117 Figure 14: NMDOT CTNS Projected Results for the Year 2035 P a g e

118 OPERATONAL ANALYSS OF KEY NTERSECTONS An Operational Analysis of Key ntersections assesses the safety performance at certain signalized intersections. This analysis was conducted at a series of intersections that were chosen to represent the flow of traffic in the City. The intersections selected are discussed below, and include both signalized and un-signalized intersections. The analysis was done by a traffic engineer and generated a Level of Service analysis. This is a score that works just like grades in College. An A is functioning great and an F is unacceptable. The following signalized intersections were evaluated: 1. US 285 and US Wood Avenue and Canal Street 3. Canyon Street and Canal Street 4. Canal Street and Lea Street 5. Canal Street and Greene Street 6. Greene Street and Canyon Street 7. Pierce Street and Canal Street All of the signalized intersections were found to operate at acceptable levels of service in both the AM and PM peak hours. The intersection with the highest delay and volume-to-capacity ratio (a representation of congestion) was the intersection of Canal Street and Lea Street but it still scored a B, so it is functioning relatively well. n addition to the above signalized intersections, several unsignalized intersections were also counted and evaluated for operational performance. The following unsignalized intersections were evaluated: 1. Grandi Street and US US and Commerce Drive 3. US and WPP Relief Route 4. US 285 and WPP Relief Route 5. Happy Valley Road and US US and Corrales Drive 7. WPP Relief Route and Canal Street All of the unsignalized intersections were found to operate at acceptable levels of service. All movements operated with less than 25 seconds of average delay and with a volume-to-capacity ratio of less than n addition to the intersection turning movement counts performed above, 16 locations had 48-hour tube counts performed. The highest traffic volume location was US 62, north of Wood Avenue, with 16,000 vehicles per day traveling in each direction, although the vast majority of roads have less than 5,000 vehicles per day per direction. CRASH ANALYSS Crash Data was used to gain a better understanding of the accidents happening in the region and the safety of both specific roadways and the entire network. The crash data that was used came from the NMDOT Traffic Safety Bureau, Traffic Records Program. The data comes from a state-wide database of all crashes by year. Crash Analysis was utilized because it allows for analysis of what caused the crash (such as animals, fixed objects, pedestrian or another vehicle), gaining insight to common issues in different areas. The data was broken into years, using 2010, 2011, and 2012 data. P a g e

119 Figure 15: Crash Data ( ) P a g e

120 The crash data shown in Figure 15 shows where crashes are happening in Carlsbad. t can be seen that most of the crashes are happening on the aforementioned most popular streets Church, Canal, Pierce, Lea and Greene. These crashes are mostly caused by residential traffic. EVALUATON OF TRUCK MOVEMENT As part of the CTNS performed for the NMDOT, an origin-destination study of truck traffic was performed. The objective of the study was to determine the traffic patterns of the trucks entering Carlsbad. Use of this information could lead to identification of additional truck routes through the City that limit interaction with general purpose traffic, and improve traffic operations by the removal of the truck traffic from the traffic stream Figure 16: NMDOT CTNS Origin-Destination Study P a g e

121 The approach used in this study was to follow trucks as they entered the study area until they left the study area, or stopped at their destination within the study area. For this study, only semi-trucks were followed. Six (6) cordon lines were established at the major routes entering Carlsbad: Site 1 US 62/180 southwest of Derrick Road Site 2 US 285 southeast of Derrick Road Site 3 US 62/180 northeast of the WPP Relief Route Site 6 US 285 northwest of the Happy Valley Road Site 7 Old Cavern Highway south of Derrick Road Site 8 North Canal Street north of the WPP Relief Route n addition to the above six (6) locations, two (2) interior locations were included to assist in determining the routes trucks used while driving through Carlsbad. These locations, also shown in Figure 16, were: Site 4 WPP Relief Route east of North Canal Street Site 5 Happy Valley Road/NM 524 west of town A review of data indicates that 32.5% of the trucks entering the cordon lines had destinations within the boundaries of the study area, and did not leave Carlsbad after they passed the entering cordon line. The cordon line with the largest amount of exiting vehicles was Site 3 (US 62 northeast of the WPP Relief Route) at 18.8%. Based on existing traffic counts, Site 2 (US 285 southeast of Derrick Road) had the largest number of entering traffic (220, or 30% of the total trucks followed that passed through the study area). Of the 113 remaining trucks that entered at Site 2, 20 turned west Figure 17: Semi-trucks in the City on Lea Street, 30 stayed on Canyon or Canal Street, and 63 went east on Greene Street. The trucks that turned onto Lea Street and stayed on Canal Street, exited via Site 6 (US 285 northwest of Happy Valley Road). Of the 63 trucks that turned east onto Greene Street, two (2) of them used the WPP Relief Route to exit at Site 6, while the remaining 61 continued east on US P a g e

122 62/180 and exited the area at cordon line 3 (US 62/180 northeast of the WPP Relief Route). Lastly, Figure 17 shows that large percentages of the traffic entering at Site 1 (US 62/180 southwest of Derrick Road), Site 2 (US 285 southeast of Derrick Road) and Site 7 (Old Cavern Highway south of Derrick Road) all exit at one of those locations, indicating that improvements to Derrick Road may help to reduce some truck traffic in the City. As a review of the origin-destination data in the Appendix shows, not all of the trucks used Derrick Road, but they might if there were improvements and signage alerting the drivers to this bypass route opportunity. The highest percentage of trucks on a roadway was the Waste solation Pilot Plant (WPP) Relief Route, with 40% of the westbound daily traffic east of North Canal Street being composed of trucks, although the majority of location had less than 10% trucks. This is expected because the route was designed to divert trucks. Figure 18: NMDOT CTNS Origin-Destination Results P a g e

123 TRANSPORTATON TARGETS Table 10 shows the top Transportation-related projects listed in the CP created by the City. These projects are the top priority for development by the City. The list shows projects listed in order from the CP. t then shows which projects affect Pedestrians, Bicycles or Transit. t also discusses potential funding sources for each project. A large majority of the projects are for improvements or to reconstruct existing roadways. The City is focusing on managing and maintaining the existing roadways in good condition. f there is a disparity between the top transportation projects and the results of the Prioritization Process (below) this is due to a lack of a cohesive process. Texas Street Reconstruction San Jose Boulevard Phase 3 Table 10: Carlsbad CP Project Transit Bicycle Pedestrian Description Potential Funding Yes Yes Yes plan, design and construct a new driving surface, bike lanes, DOT, GOB, curb, gutter, sidewalks and ADA improvements LFUNDS Sidewalk nventory and mprovements Kircher Street Reconstruction Davis Street Reconstruction West Carlsbad Street and Drainage Reconstruction mprovements for Hill Street Reconstruction mprovements for Algerita Street South Carlsbad Street and Drainage San Jose Plaza Rehab Yes No Yes a major thoroughfare that needs to be improved and upgraded to include a center left turn lane, improved drainage, curb, gutter and sidewalks and lighting improvements at the main intersections Yes No Yes create an inventory of all sidewalk locations, widths and conditions in the City in order to prioritize ADA and safety improvements along intersections and sidewalks. Replace and repair existing sidewalks and install new sidewalks where none exist to promote walkability within the City, complete connections for pedestrians and ADA compliance. Yes Maybe Yes acquire an additional 20' right-of-way, design and construct Kircher Street with paving, curb, gutter and sidewalk, water line and ADA curb ramps from Boyd Drive to Canal Street Yes No Yes design and reconstruct Davis Street with new paving, curb, gutter, sidewalk, water and sewer lines and ADA curb returns Yes No Yes design and construct street and drainage improvements as recommended in the City-Wide Master Drainage Plan Yes No Yes design and construction for new roadway including replacement utilities, curb and gutter, sidewalk and paving Yes No Yes design and construction for new roadway including replacement utilities, curb and gutter, sidewalk and paving Yes No Yes design and construct street and drainage improvements as recommended in the City-Wide Master Drainage Plan Yes No Yes design and construct electrical, lighting, sidewalks, benches and landscaping improvements to San Jose Plaza LGRANT, LFUNDS, SGRANT, LBONDS LGRANT, FGRANT, SGRANT, LBONDS, LFUNDS CAP, LFUNDS, OTHER CAP, CDBG, LFUNDS CDBG, LGRANT, SGRANT, LFUNDS, LBONDS CAP, CDBG, LFUNDS, LGRANT CDBG, CAP, LFUNDS, SGRANT CDBG, LGRANT, SGRANT, LFUNDS, OTHER LGRANT, SGRANT, LFUNDS, LBONDS, SLOAN P a g e

124 PROJECT PRORTZATON PROCESS As an integral part of the Carlsbad Long Range Transportation Plan, a process was developed to assist the City in the prioritization of projects. The project team developed a prioritization process to be used as a method to compare potential roadway improvement projects. The process includes rating criteria for roadway and adjacent land uses which directly reflects the preferences of the City and also considers data availability. The database has been established to allow various levels of data for each roadway as the basic platform, with the goal of collecting all data for all roads. Data types include both quantitative and qualitative data providing a comprehensive evaluation of the roadway network. The process was developed so that data can be collected and the database populated on an ongoing basis, as well as be available for project-specific evaluations at any time. This process will allow leaders to objectively set criteria and rank the importance of these criteria to the community. With the use of this process, City staff and leaders will be able to make solid decisions for the use of public funds and have a defensible and objective process. DATA COLLECTON A variety of sources were used to collect data to develop this process. The decision on what data to include was based on what data was readily available, combined with an evaluation of what data would provide the most accurate measurement of the value of a road improvement project. The data collection process is housed in an ArcGS and Microsoft Access database for easy access and manipulation. Concurrently, The City of Carlsbad has been developing an Asset Management process. The ordinance for the project was passed in March of The Asset Management Plan is aiming to ensure that the City s infrastructure assets are safe, reliable, sustainable and remain available for the benefit of current and future generations. This Plan should align with the Asset Management Plan and should support it. The Prioritization process was developed with Asset Management in mind and can be easily adapted to the decisions made in the Asset Management Plan. This Plan was developed with the longevity of the City s assets in consideration. At this point in the process, there are various levels of data available for each of the City roads. The ArcGS data base and the Microsoft Access file is ready to accept new and additional data at any time, with the ultimate goal of equally populating the database for all roads. When possible, the data was collected electronically through integration with existing databases (some of which were built in ArcGS for this purpose). However, some of the data is either not available electronically, or is subjective requiring manual input. The variety of data sources include: City ArcGS layers Field visits Planning documents NMDOT Pavement Management Data National Bridge nventory Public comments As part of the data collection process, an easy-to-use Road Scoring Form was developed in Microsoft Access. The data sources, which are populated in the ArcGS, will easily be represented in the Microsoft Access scoring form. Additional data points, which may require subjectivity by City staff, can be manually added. P a g e

125 CRTERA n close coordination with the City and the stakeholder group, a set of criteria to evaluate the data for the prioritization process was developed. Criteria were established to provide a comprehensive evaluation process that included engineering, economic, natural, and social components. The existing data being utilized by the City as well as the goals and objectives established for the Plan were considered in the creation of these evaluation criteria. A relative scoring system was assigned to each criterion, with some criteria resulting in a higher score based on priorities expressed by the City. All of the criteria are associated with the transportation network in some way, whether it is condition of the actual roadway or adjacent land use. There is some subjectivity, but the collection of criteria provides a framework for comparison and prioritization among potential transportation projects in the City. The evaluation criteria and the current data sources are discussed below with the associated scoring system shown in Figure 19: Roadway Type (Paved vs. Unpaved): Currently, the only readily available data is paved/unpaved. So this is the data currently being used for the scoring of this criterion. However, as data is collected it could be expanded to include more detail on whether the road is paved, chip seal, gravel, or dirt. Collected through GS data base. Roadway Condition: This criterion was scored based on a Pavement Condition ndex (PC) which was used to determine the roadway condition. The values include Very Good, Good, Fair, Poor, Very Poor, and Failed. A score was assigned to each value. Collected through GS data base. Safety based on AASHTO Standards: This information was not readily available so the database was created in a way which allows the City to manually adjust the score if a known AASHTO violation exists on any roadway. Manually adjusted. Safety (Based on 3 Year Crash Data ( )): Currently, this is locational data from 2010, 2011, and 2012 provided by NMDOT. t was accounted for by using buffers on the roadways to count the number of crashes associated with each segment. t could and should be updated as the data becomes available. Collected through GS data base. Structural Ratings: This data is derived from the National Bridge nventory which is provided by the Federal Highway Administration (FHWA). This data was included by applying a buffer to road segments and identifying the bridges which have a Sufficiency Rating of less than 70, the standard for a deficient bridge. Collected through GS database. Land Use (Actual): This value is applied based on the Zoning of the area the road passes through. f a road passes through various zoning designations within one segment, the designation with the highest score is used in the prioritization process. Collected through GS database. Land Use (Proposed): This information is not readily available, but there is an allowance for a manual adjustment to the score if a proposed land use plan is deemed significant by the City. Manually adjusted. P a g e

126 AADT: The AADT is captured through the NMDOT Transportation nformation Management System (TMS) data, local traffic counts, or assumptions developed from the NMDOT Carlsbad Transportation Network Study travel demand model results. This data should be updated on a regular basis, with traffic counts being the most accurate source. Collected through the GS database. Funding Source Available: This information was not readily available, so there is an allowance for a manual adjustment to the score if a specific funding source has been identified. Manually adjusted. Public Support: The database allows for a manual adjustment based on the number of public comments which have been received on a particular roadway. A future goal would be to link the City-wide comment collection process to the GS database. Manually adjusted. Carlsbad Long Range Transportation Plan Working Spreadsheet for Data Scoring/ Prioritization Process Rating Score Roadway Type Data Source City - public Works - GS Paved 3 Un-paved 6 Roadway Condition City - Pavement Management - GS Condition Rating 0-10 Safety (NormativeAASHTO Standards) City - Field Visit - Manual 0 or 10 Safety (3-5 Year crash data) NMDOT data - GS Fatality 8 5+ accidents accidents 4 0 accidents 0 Structural (NMDOT) NB Data Base - GS Sufficiency Rating Over 70 0 P a g e

127 Sufficiency Rating Under No Structure 0 Rating Score Data Source Land Use (zoning) Land Use (proposed) Funding Source Available AADT Public Support Residential - Current 8 Commercial / ndustrial - 6 Current Educational/ Community Facility/ Medical - 10 current Residential - Proposed 2 Commercial / ndustrial - Proposed Educational / Community Facility / Medical - Proposed Funding Source dentified 10 No funding Source AADT AADT AADT AADT Comments comments comments TOTAL City - Zoning - GS City - Manual City - Manual TMS Data - GS City- Comments/Political Support - Manual Figure 19: Criteria for Prioritization P a g e

128 Figure 20: Criteria for Prioritization Represented by Percentage Figure 20 shows the evalation criteria broken down by percentage of the entire score in pie chart format. This visual represents the priorities of the City and the relationship between criteria. MPLEMENTATON PLOT PROJECT As a method to calibrate the prioritization process and bring value to the City s current decision-making method, a pilot project was completed on 7 roads total. The collection of roadways was chosen based on the current CP, roadway condition, and City recommendations. Roads included in the pilot project are listed below and shown in Figure 21: Texas Street Davis Street Church Street Algerita Street Mesa Street 6th Street Caviness Street P a g e

129 Figure 21: Pilot Roads Evaluated P a g e

130 Extra effort was taken to collect the data required to complete the evaluation on this set of roadways so that the prioritization process could be implemented and evaluated. The Access database was populated with all the data collected through the GS database and then additional criteria were considered for any manual adjustments. Church Street and Algerita Street have multiple roadway segments as defined by the City s GS data base. This results in 10 different scores: 3 for various segments of Church Street and 2 for Algerita Street. The segmentation of roadways is a hurdle in the building of the database which should be rectified in the future. For now, the data can be analyzed and the appropriate score for each segment can be used or the maximum score can be chosen for decision-making purposes. A snapshot of the scoring results are shown in Figure 22 with a full version provided in Appendix A. Figure 22: Prioritization Scoring Results The prioritization process results indicate a high score for Church Street (both segments west of Pecos River). With a total score of 29, the Church Street segment ranks the highest for consideration of future improvements primarily due to the high traffic volumes. 6 th Street ranks next highest primarily due to the number of accidents and traffic volumes. The prioritization results are also represented geographically in Figure 23. This platform is very useful to City staff and decision-makers. t is color-coded to quickly identify the roads with the highest scores prioritized for improvements. This prioritization scoring results are used to make a relative decision amongst roadways. t is not used to make a definitive decision on what type of improvements are needed. Further evaluations would be required to determine the type, phasing, and magnitude of maintenance or improvements which may be required. P a g e

131 Figure 23: Visual Results of Prioritization Process for Pilot Roads P a g e

132 FUNDNG SCENAROS Funding criteria varies by source; however, the evaluation process included in this Transportation Plan does include the major features considered when selecting transportation projects: safety, value, roadway condition, land-use, access, and public comment. Consequently, no matter what the funding source is, the planning process results can be used to support a funding request. The results can be tailored to develop a grant application, a submittal for inclusion into the TP, or documentation on the need for improvement to proposed developers. n response to recent economic and sustainable initiatives identified by the City, there is a need to become more regionally focused. This approach by the City of Carlsbad will support the leveraging of regional funding opportunities for planning, design, and construction projects in order to bring the greatest value to monies available. Below is just a summary of some of the more viable funding opportunities available to the City. FEDERAL AD HGHWAY ACTS Transportation projects within the City are funded through a variety of sources, including local, state, and federal funds. The greatest of these is the Moving Ahead for Progress in the 21 st Century Act (MAP-21), the Nation s former surface transportation program and funding source. The prioritization process developed as part of this Transportation Plan was designed to support the documentation expected for future funding allocation as part of MAP-21. Fixing America s Surface Transportation Act (FAST) is the current federal aid highway act and was passed in 2015 to authorize $305 billion over the next five years. This Act provides confidence to decision-makers that long term transportation projects will have funding available. The basis for decision-making as to which projects are funded is the responsibility of the agency maintaining and/or operating the facilities. The City of Carlsbad is responsible for roads only within the City limits. Thus, if The City is to be performing road maintenance or a road construction/rehabilitation project it would be required to match the project cost with a 25% to 75% match. Coordination with the Southeastern Regional Transportation Planning Organization (SERTPO) is required in order to allocate state and federal transportation dollars. This coordination effort includes selecting projects within the County that might be included in the Transportation mprovement Program (TP) as funds become available. Projects funded through the TP process should be consistent with regional goals and objectives, well - documented in terms of need, and considered for long-term benefit. TRANSPORTATON ALTERNATVES PROGRAM (TAP) FUNDS This money is distributed to the local municipalities via the NMDOT, providing opportunities for development of projects usually unavailable due to Carlsbad s operating budget and maintenance needs. These funds go towards alternative transportation projects such as on-and-off road pedestrian and bicycle facilities, projects that improve access to public transportation and enhance mobility, activities for community improvement and environmental mitigation; the recreational trail projects; safe routes to school projects; and projects for planning, designing, or constructing boulevards and other roadways largely in the right-of-way of former nterstate System routes or other divided highways. P a g e

133 NMDOT PAVEMENT PRESERVATON PROGRAM (PPP) FUNDS f a roadway requires full reconstruction it could be done with Pavement Preservation Program (PPP) funds, which is the primary roadway funding source at the NMDOT District level. These funds need to be requested through the SERTPO. HGHWAY SAFETY MPROVEMENT PROGRAM (HSP) HSP funds are federal funds distributed by the NMDOT Planning Division. The goal of this funding source is to achieve a significant reduction in traffic fatalities and serious injuries on all public roads, including non-state roads (local roads are eligible). Again, the funds must be requested through the SERTPO. GRANTS The Transportation nvestment Generating Economic Recovery (TGER) Grant Program is another Federal funding program that is available to local governments. The New Mexico Department of Finance and Administration (NMDFA) (Community Development Block Grant (CDBG)program) and the New Mexico Finance Authority (NMFA) both provide grant/loan funding for planning and construction. Efforts completed under this Transportation Plan could enhance opportunities to apply for these grants. LEGSLATVE FUNDNG With enough public and political support, there could be potential for legislative funding. t is important to engage state legislature early on in project development. They can support funding options through capital outlay funds and potential transportation bond bills. PUBLC-PRVATE PARTNERSHPS The opportunity for public-private partnerships is becoming more of a viable funding source. As development occurs, local communities are taking a close assessment of existing infrastructure and the potential impact of development before they say yes. The transportation planning process included in this Plan can support a funding request by the City to a proposed developer by identifying the current status of the roadway in the prioritization process, then adjusting that based on the availability of private funding and the type of development being proposed. P a g e

134 APPENDX A: Origin-Destination Data 134

135 28 1 LEGEND - Origin US 62 from Soultlwaat - Origin- Old Cavern Highway from South - Origin us 285 from SOutheast - Origin US 62 from North...t - Origin North canal street from North Origin US 285 from Norlhwalrt Bohannan Huston TRANSPORTATON NETWORK STUDY CARLSBAD. NM 135 FGURE3 TRUCK PASS-THROUGH TRAFFC ENTERNG AND EXTNG

136 Starting Total Ending Ave Travel No. Passing ntermediate Sites Site Number Site Number Percent Time (min) Site 4 Site % % % % % % % % % % % % % % % % % na % % % % % % % % % % % % na 8 0 0% na % % % % % % na Total 733 Heavy Truck O-D Data Carlsbad TNS 136

137 Data Start Start Pass Pass End End Elapsed ndex Collector Date Location Time Site 4? Site 5? Location Time Time Notes 35 AD 1/21/ :35 0 8:45 0:10: FC 1/21/ : :10 0:20: FC 1/22/ : :00 0:05: FC 1/23/ : :58 0:06: FC 1/27/ : :18 0:07: FC 1/29/ : :16 0:02: FC 1/29/ : :32 0:06: FC 1/30/ : :12 0:06: FC 1/30/ : :48 0:14: GC 1/16/ : :45 0:05:00 5 axle cargo truck 294 GC 1/16/ : :10 0:20:00 5 axle trailer truck 295 GC 1/21/ : :16 0:09:00 5 axle cargo truck 307 GC 1/22/ : :55 0:04:00 5 axle cargo truck 331 GC 1/23/ : :59 0:03:00 5 ax. Water 332 GC 1/23/ : :10 0:05:00 5 ax. Water 356 GC 1/28/ : :34 0:05:00 5 ax.water 378 GC 1/29/ : :36 0:04:00 5ax. Trailer 397 GC 1/30/ : :08 0:04:00 5 ax. Fuel Tank 409 GC 1/30/ : :16 0:05:00 5 ax. Trailer 418 LR 1/21/ :50 0 6:00 0:10:00 TEXAS TRUCK & EQUP 424 LR 1/21/ :19 0 7:29 0:10:00 TEXAS TRUCK EQUP 572 LR 1/29/ :17 0 9:23 0:06:00 Basic 616 MC 1/17/ :20 0 6:32 0:12:00 NATL PRKS/WALMART 644 MC 1/21/ : :33 0:21:00 EL PASO HWY TO LA TENDA 664 MC 1/27/ : :30 0:17:00 Natl Pks Hwy to Walgreens Parking lot 670 MC 1/27/ : :04 0:16:00 Natl Pks Hwy to Gas Station Loving Hwy 690 MC 1/28/ : :47 0:14:00 Natl Parks Hwy to BES Enterprise 707 MC 1/30/ :41 0 7:00 0:19:00 Natl Prks to Walmart Parking lot 87 CC 1/16/ :45 2 5:59 0:14:00 CAVERN CTY TERMNAL/DERRCK/PECOS HWY LOVNG HWY/TOOK OFF LOVNG 6.91 M/14 MNS #8 TR 91 CC 1/16/ : :39 0:09:00 TERMNAL/DERRCK/PECOS HWY 6.08 M#8 TRK 94 CC 1/21/ :21 2 5:45 0:24:00 #8 TRK/LOVNG HWY/5.92 MLES/SLOW TRUCK SLOWNG MOVNG TRUCK 104 CC 1/22/ : :23 0:08:00 AR TERM/DERRCK/PECOS HWY/6.08 M/#8 TRK 111 CC 1/23/ :30 2 6:39 0:09:00 TERMNAL/DERRCK/PECOS HWY /#8 TRK/6.09M 121 CC 1/27/ :40 2 5:53 0:13:00 DERRCK/PECOS HWY/#8 TRK/5.8M 125 CC 1/27/ :16 2 7:26 0:10:00 CAVERN TERM/DERRCK/PECOS HWY/5.8M/#8 TRK 129 CC 1/27/ :44 2 8:51 0:07:00 DERRCK/PECOS HWY/5.8M/#8 TRK/LOVNG 285S 137 CC 1/27/ : :53 0:08:00 DERRCK/62-180/5.8 M/ 147 CC 1/27/ : :11 0:11:00 DERRCK/PECOS HWY 285S/7.9M/LOVNG CC 1/28/ :15 2 8:25 0:10:00 cr 707/DERRCK/ 5.8 M/#9 TRK/PECOS HWY 175 CC 1/28/ : :42 0:12:00 TERMNAL/DERRCK/ PECOS HWY/#8 TRK/8.8M/LOVNG 198 CC 1/30/ :08 2 5:18 0:10:00 TERMNAL/DERRCK / PECOS HWY/#8 TRK/5.8M 202 CC 1/30/ :20 2 6:30 0:10:00 EL PASO/NATL PRKS / #9 TRK / LOVNG Y / 285S8.5M 212 FC 1/21/ : :10 0:10: GC 1/16/ : :20 0:05:00 5 axle trailer 310 GC 1/22/ : :21 0:07:00 5 axle water truck 323 GC 1/23/ : :21 0:12:00 5 ax. Water 361 GC 1/28/ : :05 0:09:00 5 ax. Trailer 410 GC 1/30/ : :32 0:05:00 5 ax. Water 428 LR 1/21/ :32 2 9:44 0:12:00 FUSON TRUCKNG 537 LR 1/28/ : :10 0:32:00 McADA Trucking 538 LR 1/28/ : :10 0:32:00 L&E Trucking 559 LR 1/29/ :00 2 8:10 0:10:00 Law Trucking 137

138 587 LR 1/29/ : :56 0:06:00 Mesquite Trucking 625 MC 1/20/ : :22 0:22:00 NATL PRKS HWY/TO LOVNG HWY 683 MC 1/28/ : :29 0:11:00 Natl. Prks to Pecos Hwy 698 MC 1/29/ : :38 0:11:00 Natl Prks to Pecos Hwy onto Loving 15 AC 1/27/ : :35 0:19:00 #8 NATONAL PARKS HWY/S CANAL/ ONTO GREENE ST 21 AC 1/29/ : :40 0:16:00 NATONAL PARKS HWY / S CANAL/ GREENEST / TRUCK #8 84 CC 1/15/ : :58 0:43: M/#8 TRK/WENT OUT TO HOBBS 98 CC 1/21/ :53 3 8:14 0:21:00 STOP(RESTROOM/SODA) THEN HEAD TO CAVERNCTY TERM/ NATL PRKS/CANYON ST/GREENEST/ON TO 100 CC 1/21/ : :48 0:18:00 DERRCK/OFF NATL PARKS HWY/ PECOS HWYCANAL ST/ CANYON ST/ GREENE ST/ 18 MNS/13.53 MLES/ 162 CC 1/28/ : :03 0:21:00 C-BAD TERMNAL/GRAND RD/PECOS HWY S285/LOVNG HWY/CANAL ST/ CANYON/E GREENE ST/62-180/ 234 FC 1/23/ : :07 0:20: FC 1/23/ : :38 0:13: FC 1/30/ : :01 0:17: GC 1/23/ : :04 0:08:00 5 ax. Cargo 353 GC 1/28/ : :40 0:16:00 5 ax. Cargo 371 GC 1/28/ : :16 0:16:00 5 ax. Cargo 379 GC 1/29/ : :04 0:16:00 5 ax.water 386 GC 1/29/ : :59 0:13:00 5 ax. Cargo 470 LR 1/23/ :40 3 5:57 0:17:00 SAA TRUCKNG 476 LR 1/23/ :37 3 7:50 0:13:00 HALBURTON 477 LR 1/23/ :37 3 7:50 0:13:00 HALBURTON 478 LR 1/23/ :37 3 7:50 0:13:00 HALBURTON 527 LR 1/28/ :06 3 9:00 0:54:00 Watson Trucking 617 MC 1/17/ :45 3 7:02 0:17:00 NATL PRKS/62/180 SHOUP CUT OFF 642 MC 1/21/ : :41 0:19:00 US 285 TO CANAL TO GREENE ST HOBBS HWY 715 MH 1/14/ : :50 0:12:00 Used Canyon 27 AC 1/30/ :18 X 6 14:48 0:30:00 NATONAL PARKS HWY / S CANAL / BOYD DR/LEA ST/ HAPPY VALLEY 301 GC 1/21/ :40 X 6 17:56 0:16:00 5 axle cargo truck 614 MC 1/17/ :10 X 6 5:31 0:21: /NATL PRKS/RADO BLVD/STANDPPEW-LEA/HAPPY VALLEY 640 MC 1/21/ :10 X 6 17:29 0:19:00 US 285 TO RADO BLVD TO STANDPPE/US MC 1/29/ :16 X 6 7:42 0:26:00 Natl Parks to Lee St to CR 657 to US 285 Artesia 254 FC 1/28/ :12 X 6 15:38 0:26: LR 1/29/ :30 X 6 9:52 0:22:00 Water Hauling Truck 102 CC 1/21/ : :20 0:19:00 DERRCK/#9 TRK/NATL PRKS HWY/CANYON STE GREENE ST/SHOUP RELEF 14.1 MLES/ ON TO ARTESA 108 CC 1/22/ : :27 0:12:00 NATL PRKS TO OLD CAVERN HWY 6.05/TRK #8 622 MC 1/17/ :06 7 9:18 0:12:00 NATL PRKS HWY TO OLD CAVERN 630 MC 1/20/ : :53 0:13:00 NATL PRKS/TO OLD CAVERN 635 MC 1/21/ :25 7 5:28 0:03:00 NATL PRKS HWY TO OLD CAVERN HWY 645 MC 1/22/ :05 7 5:17 0:12:00 NATL PRKS TO OLD CAVERN 653 MC 1/27/ :33 7 7:39 0:06:00 Natl Pks Hwy to Old Cavern 678 MC 1/28/ :39 7 8:46 0:07:00 Natl Pks Hwy to Old Cavern 688 MC 1/28/ : :55 0:08:00 Natl. Prks to Old Cavern to Truck Stop Gas 692 MC 1/29/ :55 7 6:09 0:14:00 Natl Parks to Old Cavern 702 MC 1/29/ : :06 0:07:00 Narl Parks Hwy to Old Cavern 220 FC 1/21/ : :28 0:23:00 55 AD 1/27/ :20 0 7:30 0:10:00 72 AD 1/29/ :20 0 8:30 0:10:00 76 AD 1/29/ : :00 0:15:00 80 AD 1/30/ :50 0 7:10 0:20:00 83 AD 1/30/ :40 0 9:00 0:20: CC 1/23/ :45 0 7:04 0:19:00 PECOS HWY/N CANAL/CANYON ST/ E GREENEHOBBS/ #8/ CONT TO HOBBS 135 CC 1/27/ : :08 0:08:00 LOVNG PECOS HWY/RT ON NATL PARKS/HDALGO/STANDPPE/17.3M/ALLSUPS ON LEAST/STANDPPE 148 CC 1/27/ : :21 0:06:00 PECOS HWY 285S/LOVNG HWY/PLOT FUEL 4.9M 151 CC 1/27/ : :42 0:07:00 PECOS HWY 285S/MADRON/2.9M 138

139 152 CC 1/27/ : :53 0:07:00 PECOS HWY 285S/PLOT FUEL/4.9M/#8 TRK 153 CC 1/28/ :30 0 5:40 0:10:00 285S LOVNG HWY/5M/PLOT TRUCK STOP/#8 171 CC 1/28/ : :36 0:06:00 PECOS HWY/285S/4.5M/AGR EMPRESA 190 CC 1/29/ : :36 0:06:00 PECOS HWY 285S / PLOT FUEL / 4.9/ #8 TRK 208 CC 1/30/ :19 0 8:26 0:07:00 PECOS HWY / 4.9M / #8 TRUCK / AGR EMPRESA 211 CC 1/30/ :40 0 9:53 0:13:00 PECOS HWY/ 285S / FUEL PLOT 4.9M/ #9 TRK 241 FC 1/27/ :10 0 9:20 0:10: FC 1/27/ : :20 0:04: FC 1/28/ : :28 0:10: FC 1/28/ : :35 0:13: FC 1/29/ : :25 0:05: FC 1/29/ : :34 0:06: FC 1/29/ : :01 0:10: GC 1/16/ : :55 0:05:00 5 axle water tank 305 GC 1/22/ : :34 0:04:00 5 axle water truck 315 GC 1/23/ : :07 0:06:00 5 ax. Trailer 324 GC 1/23/ : :25 0:04:00 5 ax. Water 334 GC 1/27/ : :39 0:06:00 5 ax.water 337 GC 1/27/ : :33 0:06:00 5 ax.water 338 GC 1/27/ : :52 0:07:00 5 ax.water 342 GC 1/27/ : :25 0:07:00 5 ax.water 343 GC 1/27/ : :40 0:04:00 5 ax.water 346 GC 1/27/ : :08 0:10:00 5 ax.water 347 GC 1/27/ : :22 0:04:00 5 ax.water 348 GC 1/27/ : :33 0:06:00 5 ax.water 349 GC 1/27/ : :50 0:11:00 5 ax.water 351 GC 1/28/ : :06 0:08:00 5 ax.water 357 GC 1/28/ : :44 0:08:00 5 ax. Cargo 362 GC 1/28/ : :23 0:16:00 5 ax.water 369 GC 1/28/ : :38 0:07:00 5 ax. Loader 373 GC 1/28/ : :27 0:07:00 5 ax. Trailer 374 GC 1/28/ : :36 0:05:00 5 ax. Water 376 GC 1/29/ : :14 0:04:00 5 ax.water 382 GC 1/29/ : :15 0:17:00 5 ax. Cargo 390 GC 1/29/ : :51 0:06:00 5 ax.water 395 GC 1/30/ : :21 0:12:00 5 ax. Water 402 GC 1/30/ : :20 0:08:00 5 ax. Water 404 GC 1/30/ : :33 0:12:00 5 ax. Water 429 LR 1/21/ : :00 0:10:00 WATER HAULNG TRUCK 492 LR 1/27/ : :56 0:08:00 Fed Ex 504 LR 1/27/ : :12 0:05:00 McDonald Trucking stopped in Carlsbad 521 LR 1/28/ :50 0 7:00 0:10:00 Multi Chemical (stopped in Carlsbad) 522 LR 1/28/ :10 0 7:42 0:32:00 Dawn Trucking (stopped at C&C Donut Stop) 536 LR 1/28/ : :21 0:04:00 Affiliated Food (stopped at Walmart 546 LR 1/29/ :07 0 6:15 0:08:00 Penske (Stopped at Drifters) 547 LR 1/29/ :23 0 6:31 0:08:00 Titan (Stopped at Walmart) 548 LR 1/29/ :23 0 6:31 0:08:00 Walmart Trucking (Stopped at Walmart) 554 LR 1/29/ :25 0 7:33 0:08:00 SWS 571 LR 1/29/ :07 0 9:20 0:13:00 Pilot Services (Stopped at gas station at the Y) 598 LR 1/29/ : :16 0:06:00 Pilot Services 599 LR 1/29/ : :16 0:06:00 Pilot Services 613 LR 1/29/ : :00 0:12:00 J&L Logistics 636 MC 1/21/ :40 0 5:58 0:18:00 PECOS HWY TO GAS STANDPPE 647 MC 1/22/ :00 0 6:12 0:12:00 LOVNG HWY TO GAS FLL UP 139

140 648 MC 1/22/ :30 0 6:48 0:18:00 LOVNG HWY TO MCDONALDS 657 MC 1/27/ :06 0 9:22 0:16:00 Pecos Hwy to Truck Stop Gas 663 MC 1/27/ : :24 0:22:00 Pecos Hwy to McDonalds 672 MC 1/27/ : :05 0:17:00 Pecos Hwy to Madron Services 674 MC 1/28/ :16 0 6:30 0:14:00 Pecos Hwy to McDonalds 680 MC 1/28/ :22 0 9:36 0:14:00 Pecos Hwy to WindMill Chevron 681 MC 1/28/ : :00 0:12:00 Walmart Truck Pecos Hwy to Walmart parking lot 684 MC 1/28/ : :56 0:14:00 Pecos Hwy to Walmart 699 MC 1/29/ : :02 0:12:00 Pecos Hwy to Allsups 712 MC 1/30/ : :00 0:14:00 Pecos Hwy to Subway Parklot Walmart 124 CC 1/27/ :59 1 7:08 0:09:00 #8 TRK/285 S LOVNG HWY/DERRCK 5.8M/ELPASO 142 CC 1/27/ : :57 0:09:00 PECOS HWY/DERRCK/5.8M/ #8 TRK 157 CC 1/28/ :35 1 7:48 0:13:00 S285 PECOS HWY/S CANAL/NATL PRKS/9.8M/#9TRK 180 CC 1/28/ : :24 0:10:00 PECOS HWY 285S/DERRCK ROAD/ EL PASO5.8M/ #9 TRK 201 CC 1/30/ :05 1 6:16 0:11:00 PECOS HWY / DERRCK / 5.8M / #8 TRK / NATL PARKS 253 FC 1/28/ : :04 0:11: FC 1/28/ : :32 0:10: FC 1/28/ : :05 0:12: FC 1/29/ : :10 0:12: FC 1/30/ : :31 0:09: FC 1/30/ : :52 0:12: GC 1/16/ : :40 0:10:00 5 axle water truck 306 GC 1/22/ : :48 0:08:00 5 axle water truck 316 GC 1/23/ : :36 0:13:00 5 ax. Water 322 GC 1/23/ : :00 0:10:00 5 ax. Water 333 GC 1/27/ : :20 0:11:00 5 ax.water 352 GC 1/28/ : :23 0:09:00 5 ax.water 370 GC 1/28/ : :58 0:11:00 5 ax.water 377 GC 1/29/ : :29 0:09:00 5ax. Loader 667 MC 1/27/ : :06 0:18:00 Shoup Rd Hobbs Hwy to Green to Canal to Natl Pks Hwy 669 MC 1/27/ : :37 0:13:00 Pecos Hwy to Derrick to Natl Parks Hwy to El Paso 691 MC 1/29/ :16 1 5:42 0:26:00 Pecos Hwy to Natl Pks Hwy to El Paso 706 MC 1/30/ :55 1 6:18 0:23:00 Loving Hwy to Natl Prks to Hildago 12 AC 1/27/ : :20 0:15:00 #8 TRUCK/LOVNG HWY/N CANAL/CANYONSTREET/GREENE ST 24 AC 1/30/ : :24 0:14:00 #8 TRK / LOVNG HWY/ S CANAL / GREENE ST 92 CC 1/16/ : :58 0:16:00 PECOS HWY/EAST GREENE-STOP SHOUP/WENTON TO HOBBS MLE #8 95 CC 1/21/ :58 3 6:16 0:18:00 #8 TRK/LOVNG/N.CANAL/CANYON ST/GREENEST/ MLE 105 CC 1/22/ : :45 0:15:00 PECOS HWY/N CANAL/CANYON ST/E GREENE/#9 TRK/13.53 M/OUT TO HOBBS 110 CC 1/22/ : :35 0:20:00 PECOS HWY/E GREEN ST/SHOUP RELEF 126 CC 1/27/ :40 3 7:59 0:19:00 PECOS HWY 285S/#9 TRK/N CANAL/CANYON ST13.53 M/E GREENE ST/HOBBS 159 CC 1/28/ :40 3 8:56 0:16:00 PECOS HWY/285S/#8 TRK/S CANAL/S CANYON/GREENE ST/10.1 M/CONTNUE HOBBS 164 CC 1/28/ : :48 0:18:00 US 285S/PECOS HWY/CANYON ST/GREENE ST/13/2M62/180 HOBBS/#9 TRK 195 CC 1/29/ : :59 0:11:00 PECOS HWY / 285S / #9 TRK / 10 M/ CANAL ST /CANYON ST / E GREENE ST / HOBBS 203 CC 1/30/ :33 3 6:47 0:14:00 S 285 / Y AT CANAL / CANYON ST / E GREENE ST11.5M/ #9 TRK 213 FC 1/21/ : :41 0:15: FC 1/21/ : :40 0:18: FC 1/27/ : :31 0:17: FC 1/28/ : :56 0:14: FC 1/30/ : :31 0:21: FC 1/30/ : :51 0:15: GC 1/16/ : :10 0:17:00 5 axle water truck 297 GC 1/21/ : :07 0:12:00 5 axle water truck 311 GC 1/22/ : :35 0:10:00 5 axle water truck 326 GC 1/23/ : :22 0:11:00 5 ax. Water 140

141 344 GC 1/27/ : :13 0:26:00 5 ax. Cargo 391 GC 1/29/ : :22 0:21:00 5 ax. Cargo 411 GC 1/30/ : :14 0:18:00 5 ax.cargo 482 LR 1/23/ :15 3 8:45 0:30:00 MCDONALD TRUCKNG 484 LR 1/27/ :35 3 9:50 0:15:00 Haney Trucking 489 LR 1/27/ : :52 0:15:00 McADA Drilling 503 LR 1/27/ : :22 0:15:00 Haliburton continued to site LR 1/27/ : :55 0:15:00 fuel truck continued to site LR 1/27/ : :55 0:15:00 fuel truck continued to site LR 1/28/ :00 3 5:15 0:15:00 Handy Rental 520 LR 1/28/ :50 3 7:05 0:15:00 Haliburton 525 LR 1/28/ :32 3 7:47 0:15:00 CS& M Trucking 533 LR 1/28/ : :32 0:15:00 Water Hauling Truck 534 LR 1/28/ : :32 0:15:00 Water hauling Truck 535 LR 1/28/ : :32 0:15:00 Water Hauling Truck 549 LR 1/29/ :23 3 6:38 0:15:00 Waltershaud Trucking 553 LR 1/29/ :04 3 7:23 0:19:00 C & C Transporters 560 LR 1/29/ :00 3 8:15 0:15:00 Haliburton 561 LR 1/29/ :19 3 8:39 0:20:00 Messilla Valley Transportation (MVT) 562 LR 1/29/ :19 3 8:39 0:20:00 Haliburton 563 LR 1/29/ :19 3 8:39 0:20:00 ndecca Trucking 575 LR 1/29/ : :15 0:15:00 Key 576 LR 1/29/ : :15 0:15:00 J&L Oilfield 577 LR 1/29/ : :15 0:15:00 Globe 583 LR 1/29/ : :58 0:18:00 Duke 584 LR 1/29/ : :58 0:18:00 Duke 585 LR 1/29/ : :58 0:18:00 Oilfield 586 LR 1/29/ : :58 0:18:00 McDonald Trucking 588 LR 1/29/ : :14 0:14:00 Gonzalez Trucking 589 LR 1/29/ : :14 0:14:00 Maverick Trucking 590 LR 1/29/ : :14 0:14:00 Jade Construction 600 LR 1/29/ : :46 0:16:00 Penske 604 LR 1/29/ : :35 0:17:00 Circle Services 605 LR 1/29/ : :35 0:17:00 Circle Services 624 MC 1/17/ : :20 0:20:00 LOVNG HWY/SHOUP RELEF 659 MC 1/27/ : :02 0:10:00 Pecos Hwy to Derrick to Hobbs Hwy to Shoup Rd 661 MC 1/27/ : :21 0:21:00 Pecos Hwy to Shoup Rd Hobbs Hwy 700 MC 1/29/ : :01 0:33:00 Pecos Hwy to CR MC 1/30/ :48 3 8:16 0:28:00 Pecos Hwy to Hobbs Hwy to Shoup Rd 717 MH 1/14/ : :30 0:13:00 17 AC 1/29/ :40 X 6 13:10 0:30:00 #8 TRUCK LOVNG HWY/ S CANAL/ BOYD DR/RADO BLVD / STANDPPE / HAPPY VALLEY RDTURNED ON 88 CC 1/16/ :11 X 6 6:34 0:23:00 PECOS HWY/LEA ST/HAPPY VALLEY M/23 MNS #8 TRK 138 CC 1/27/ :00 X 6 12:27 0:27:00 PECOS HWY 285S/CANAL ST/ LEA ST/ HAPPYVALLEY CR 524/N285/15.13M 154 CC 1/28/ :50 X 6 6:21 0:31:00 S DERR CK/PECOS HWY/S CANAL/W LEA/HAPPYVALLEY CR 657/18.9M/#8 TRK/ 184 CC 1/29/ :15 X 6 8:40 0:25:00 PECOS HWY/ S 285/ CANAL ST / LEA ST/HAPPYVALLEY/ 15.2M/ #9 TRK 232 FC 1/23/ :05 X 6 10:25 0:20: GC 1/27/ :49 X 6 13:10 0:21:00 5 ax.water 394 GC 1/29/ :34 X 6 18:54 0:20:00 5 ax. Trailer 398 GC 1/30/ :28 X 6 11:52 0:24:00 5 ax.cargo 464 LR 1/22/ :15 X 6 14:49 0:34:00 Haliburton 651 MC 1/27/ :08 X 6 6:32 0:24:00 Pecos Hwy to US 285 Artesia 229 FC 1/22/ :20 X 6 13:50 0:30: FC 1/27/ :26 X 6 16:48 0:22: FC 1/30/ :21 X 6 14:38 0:17:00 141

142 358 GC 1/28/ :53 X 6 12:14 0:21:00 5 ax. Trailer 403 GC 1/30/ :33 X 6 13:58 0:25:00 5 ax.cargo 497 LR 1/27/ :54 X 6 14:16 0:22:00 NorCan 516 LR 1/28/ :39 X 6 6:01 0:22:00 Spirit Trucking 607 LR 1/29/ :27 X 6 13:57 0:30:00 Oilfield 610 LR 1/29/ :12 X 6 14:40 0:28:00 Tri Star 122 CC 1/27/ :55 X 6 6:28 0:33:00 PECOS HWY 285S/THROUGH TOWN/CANAL STGREENE ST/SHOUP RELEF TO ARTESA 285/#9TRK/15.4M/ 130 CC 1/27/ :01 X 6 9:31 0:30:00 PECOS HWY S285/N CANAL/#8 TRK/CANYON ST/GREENE ST/SHOUP RELEF/25.4M/ARTESA7 RVERS 73 AD 1/29/ :40 6 9:00 0:20:00 82 AD 1/30/ :00 6 8:15 0:15: CC 1/28/ : :18 0:16:00 PECOS Y/CANAL ST/THROUGH TOWNW PERCE ST/N 285/#9 TRK/12.7M 172 CC 1/28/ : :59 0:15:00 PECOS HWY/285S/CANAL ST/CANYON ST/13.6MW PERCE ST./US 285N /7 RVERS HWY 176 CC 1/28/ : :11 0:21:00 PECOS HWY 285S / MDDLE OF TOWN/ARTESA7 RVERS/16.5M/#9 TRK 187 CC 1/29/ :30 6 9:48 0:18:00 PECOS HWY/ S 285/CANAL ST / PERCE ST/14.3M7 RVERS HWY/ #9 TRK 191 CC 1/29/ : :20 0:25:00 PECOS HWY 285S / N CANAL / LA HUERTA / #9TRK / SHOUP NORTH / 7 RVERS HWY / 11.8 M 199 CC 1/30/ :22 6 5:40 0:18:00 285S/ TOWN/#9 TRK/16.5 M/ 285N 7 RVERS HWY 209 CC 1/30/ :40 6 8:59 0:19:00 PECOS HWY 285S / THROUGH TOWN /#8TRK/13.6M7 RVER HWY / 285N 238 FC 1/23/ : :24 0:16: FC 1/27/ : :08 0:25: FC 1/27/ : :38 0:31: FC 1/29/ : :55 0:24: FC 1/29/ : :34 0:35: FC 1/29/ : :54 0:30: GC 1/23/ : :51 0:19:00 5 ax. Water 366 GC 1/28/ : :58 0:23:00 5 ax.water 383 GC 1/29/ : :00 0:29:00 5 ax. Cargo 487 LR 1/27/ : :02 0:22:00 Jade Construction 496 LR 1/27/ : :16 0:22:00 Caldwell Farm 498 LR 1/27/ : :16 0:22:00 Messa Valley Trucking (MVT) 515 LR 1/28/ :39 6 6:01 0:22:00 Globe Trucking 539 LR 1/28/ : :00 0:25:00 Tex Mex Trucking 593 LR 1/29/ : :51 0:24:00 Black River Trucking 606 LR 1/29/ : :57 0:30:00 Oilfield 609 LR 1/29/ : :40 0:28:00 Tri Star 675 MC 1/28/ :48 6 7:12 0:24:00 Pecos Hwy through town to US 285 Artesia Hwy 686 MC 1/28/ : :04 0:22:00 Pecos Hwy to US 285 Artesia Hwy 53 AD 1/27/ :10 7 6:30 0:20: CC 1/28/ : :02 0:05:00 PECOS HWY/DERRCK/OLD CAVERN HWY/3.5M#8 TRK 193 CC 1/29/ : :10 0:07:00 PECOS HWY/ DERRCK / OLD CAVERN HWY/3.8 M/ #8 TRUCK 207 CC 1/30/ :55 7 8:01 0:06:00 PECOS HWY / DERRCK / 3.5M/#8 TRK 375 GC 1/28/ : :52 0:06:00 5 ax.water 389 GC 1/29/ : :12 0:04:00 5 ax.water 463 LR 1/22/ : :15 0:05:00 Shale Tank Trucking 494 LR 1/27/ : :25 0:05:00 Frontier turned left on Old Cavern Hwy. 626 MC 1/20/ : :52 0:12:00 LOVNG HWY TO OLD CAVERN 655 MC 1/27/ :17 7 8:23 0:06:00 Pecos Hwy to Old Cavern 665 MC 1/27/ : :57 0:09:00 Pecos Hwy to Old Cavern 257 FC 1/28/ : :12 0:27: CC 1/23/ : :11 0:31:00 PECOS HWY/S CANAL/N CANAL/LA HUERTA/#8 TRK/ M 117 CC 1/23/ :21 X 0 14:30 0:09:00 62/180/ E GREENE/ S CANYON ALLSUPS/6.2/#8 TRK 149 CC 1/27/ :35 X 0 16:45 0:10:00 E GREENE ST/62-180/N SHOUP RELEF/5.3M FRESHWATER 16 AC 1/27/ : :55 0:10:00 #8 / GREENE ST/ SOUTH CANAL/STOPPED ATPLOT GAS STATON / OFF TO LOVNG HWY 33 AD 1/21/ :25 0 7:35 0:10:00 Turned onto Wood Street 46 AD 1/23/ :15 0 6:25 0:10:00 142

143 99 CC 1/21/ :20 0 8:41 0:21:00 E GREENE ST/CANYON ST/S CANAL ST/CHEVRONGAS FLL (WTH SCHOOL ZONE LGHTS) 133 CC 1/27/ : :19 0:04:00 E GREENE ST/2.8M/JUNOR BURRTOS 143 CC 1/27/ : :38 0:08:00 E GREENE ST/ /JUNCTON 609/#8 TRK/ 2.1M 146 CC 1/27/ : :33 0:08:00 E GREENE/#8 S-Y 219 FC 1/21/ : :51 0:09: FC 1/22/ : :46 0:09: FC 1/30/ : :26 0:08: GC 1/22/ : :44 0:06:00 5 axle cargo truck 345 GC 1/27/ : :33 0:18:00 5 ax. Loader 368 GC 1/28/ : :21 0:07:00 5 ax. Cargo 412 GC 1/30/ : :43 0:08:00 5 ax.cargo 422 LR 1/21/ :28 0 6:33 0:05:00 WATER HAULNG TRUCK 423 LR 1/21/ :57 0 7:02 0:05:00 JWS TRUCKNG 439 LR 1/22/ :00 0 7:10 0:10:00 DC Carriers 468 LR 1/23/ :12 0 5:22 0:10:00 WATER HAULNG TRUCK 469 LR 1/23/ :12 0 5:22 0:10:00 WATER HAULNG TRUCK 471 LR 1/23/ :05 0 6:13 0:08:00 FED EX 473 LR 1/23/ :47 0 6:51 0:04:00 BEN E. KETH 475 LR 1/23/ :20 0 7:30 0:10:00 CONSTRUCTORS 479 LR 1/23/ :51 0 7:59 0:08:00 FOOD SERVCES 480 LR 1/23/ :51 0 7:59 0:08:00 WATER HAULNG TRUCK 481 LR 1/23/ :51 0 7:59 0:08:00 WATER HAULNG TRUCK 500 LR 1/27/ : :55 0:10:00 Walmart stopped at Walmart 501 LR 1/27/ : :55 0:10:00 Walmart stopped at Walmart 528 LR 1/28/ :40 0 9:07 0:27:00 Crockett Trucking turned on U.S Refinery Road 529 LR 1/28/ :02 0 9:07 0:05:00 Crockett Trucking turned on U.S Refinery Road 542 LR 1/29/ :30 0 5:40 0:10:00 Walgreens Truck 543 LR 1/29/ :30 0 5:40 0:10:00 Dollar Tree Truck 550 LR 1/29/ :44 0 6:52 0:08:00 Titan Trucking (Stopped at Walmart) 570 LR 1/29/ :01 0 9:10 0:09:00 Penske 574 LR 1/29/ :35 0 9:43 0:08:00 Sunbelt 579 LR 1/29/ : :25 0:08:00 Swift 603 LR 1/29/ : :07 0:12:00 Wipp Truck 660 MC 1/27/ : :30 0:14:00 Shoup Rd to Walmart 662 MC 1/27/ : :43 0:13:00 Shoup Hobbs Hwy to Truck Stop 696 MC 1/29/ :46 0 9:00 0:14:00 Shoup Rd to La Tinda Parking lot 708 MC 1/30/ :14 0 7:30 0:16:00 Shoup Rd through town to McDonalds US 285 Artesia 716 MH 1/14/ : :13 0:14:00 Turned RT on Grandi from MC 1/29/ : :41 0:25:00 Shoup Rd to Natl Parks Hwy 174 CC 1/28/ : :48 0:30:00 HOBBS /E GREENE ST/S CANYON ST/S CANAL/NATL PARKS HWY/EL PASO/#9 TRK/14.5M 235 FC 1/23/ : :20 0:13: FC 1/30/ : :57 0:15: FC 1/30/ : :25 0:19: GC 1/16/ : :40 0:25:00 5 axle cargo truck 300 GC 1/21/ : :32 0:22:00 5 axle cargo truck 309 GC 1/22/ : :08 0:27:00 6 axle cargo truck 360 GC 1/28/ : :52 0:21:00 5 ax.water 385 GC 1/29/ : :38 0:11:00 5 ax. Cargo 396 GC 1/30/ : :47 0:14:00 5 ax.cargo 425 LR 1/21/ :35 1 8:00 0:25:00 HALBURTON 555 LR 1/29/ :30 1 7:55 0:25:00 Coastal Transports 556 LR 1/29/ :30 1 7:55 0:25:00 CORAM 621 MC 1/17/ :35 1 8:56 0:21:00 62/180 TO NATL PRKS HWY 634 MC 1/20/ : :44 0:23:00 HWY 62/180 TO EL PASO HWY 143

144 643 MC 1/21/ : :10 0:20:00 US 285 TO EL PASO HWY 677 MC 1/28/ :50 1 8:06 0:16:00 Hobbs Hwy to Canyon to Canal to Natl Pks Hwy 551 LR 1/29/ :00 2 7:18 0:18:00 California Trucking 34 AD 1/21/ :55 2 8:20 0:25:00 39 AD 1/22/ :00 2 7:25 0:25:00 40 AD 1/22/ :50 2 8:20 0:30:00 47 AD 1/23/ :35 2 6:55 0:20:00 48 AD 1/23/ :10 2 7:30 0:20: CC 1/27/ : :57 0:17:00 E GREENE ST/THROUGH TOWN/S 285 PECOS HWY13.87/#9 TRK/LOVNG 156 CC 1/28/ :09 2 7:23 0:14: /HOBBS/E GREENE ST/#9 TRK/CANYON STS CANAL/SOUTH Y 285S/LOVNG/12M 163 CC 1/28/ : :23 0:13:00 E GREENE ST /CANYON ST/ LOVNG /S285#9 TRK/10.5M 179 CC 1/28/ : :10 0:15:00 E GREENE ST / CANYON ST / CANAL ST/285 S PECOS HWY/PASSED DERRCK RD/11M/LOVNG 186 CC 1/29/ :08 2 9:21 0:13:00 E GREENE ST / S CANYON ST / S CANAL/#8 TRK/8M 206 CC 1/30/ :30 2 7:48 0:18:00 E GREENE ST / CANYON /CANAL/TO LOVNG #9 TRK / 10 M / 285S 228 FC 1/22/ : :14 0:08: FC 1/23/ : :56 0:15: FC 1/27/ : :00 0:15: FC 1/27/ : :53 0:17: GC 1/23/ : :48 0:12:00 5 ax. Water 493 LR 1/27/ : :17 0:15:00 Water hauling Truck 502 LR 1/27/ : :00 0:15:00 RGB LLC continued to site LR 1/28/ :19 2 5:34 0:15:00 Fusion Trucking 513 LR 1/28/ :19 2 5:34 0:15:00 Key Trucking 514 LR 1/28/ :19 2 5:34 0:15:00 Crockett Trucking 518 LR 1/28/ :34 2 6:49 0:15:00 McDonal Trucking 519 LR 1/28/ :34 2 6:49 0:15:00 Caldwell Farm 523 LR 1/28/ :10 2 7:25 0:15:00 Haliburton 524 LR 1/28/ :10 2 7:25 0:15:00 Haliburton 557 LR 1/29/ :37 2 7:52 0:15:00 APS Trucking 558 LR 1/29/ :37 2 7:52 0:15:00 Crockett Trucking 569 LR 1/29/ :43 2 9:00 0:17:00 Harbors 580 LR 1/29/ : :36 0:15:00 McDonald Trucking 581 LR 1/29/ : :36 0:15:00 SWS 582 LR 1/29/ : :36 0:15:00 JWS 591 LR 1/29/ : :22 0:17:00 KC Trucking 608 LR 1/29/ : :00 0:19:00 Mesa Environmental 718 MH 1/14/ : :49 0:15: MC 1/21/ :35 2 7:59 0:24:00 SHOUP TO PECOS HWY 127 CC 1/27/ :03 X 6 8:14 0:11:00 E GREENE ST/SHOUP RELEF TO ARTESA HWY10.11 M/#9 TRK 340 GC 1/27/ :29 X 6 15:47 0:18:00 5 ax.water 618 MC 1/17/ :15 X 6 7:34 0:19:00 62/180 SHOUT CUT OFF/ 7 RVERS 285 CUT OFF 13 AC 1/27/ :28 X 6 13:40 0:12:00 #8 TRUCK/GREENE ST/GEORGE SHOUP RELEFROUTE/N LOOP RD/ ARTESA HWY/7RVERSHWY 22 AC 1/29/ :45 X 6 14:58 0:13:00 #9 TRUCK / GREENE ST/ GEORGE SHOUP ROUTEW LOOP RD / ARTESA HWY / 7 RVERS HWY 85 CC 1/15/ :16 X 6 18:40 0:24: M/#8 TRK/ARTESA CC 1/16/ :10 X 6 7:20 0:10:00 E GREENE ST/SHOUP/HAPPY VALLEY-ARTESATO ARTESA #9 93 CC 1/16/ :09 X 6 13:14 0:05:00 SHOUP/ARTESA HWY/HAPPY VALLEY/RD 524/#9 TRK 96 CC 1/21/ :30 X 6 6:45 0:15: M/E GREENE ST/ SHOUP/ARTESZ HWY 285/HAPPY VALLEY TURN OFF/ TRK #9/CONT TO ARTESA 106 CC 1/22/ :00 X 6 11:18 0:18:00 E GREENE ST/SHOUP/ARTESA HWY/8.9 ML/PULLED OVER ON HLL 113 CC 1/23/ :11 X 6 7:27 0:16:00 SHOUP ROUTE/ARTESA HWY 285/#9 TRK805/2.06 M/ARTESA 118 CC 1/23/ :50 X 6 15:01 0:11:00 GREENE/ SHOUP M/#8 TRK 140 CC 1/27/ :00 X 6 13:13 0:13:00 E GREENE ST /SHOUP/7 RVERS HWY/10.06M 144 CC 1/27/ :41 X 6 14:53 0:12: /E GREENE ST/N LOOP RELEF/10.02 HAPPYVALLEY CR CC 1/28/ :05 X 6 9:12 0:07:00 E GREENE ST/SHOUP RELEF N LOOP ROAD/10.11M#8 TRK/ARTESA N285 /7 RVERS HWY 165 CC 1/28/ :57 X 6 11:12 0:15: HOBBS/SHOUP N RELEF/ US 285N/ARTESA 144

145 182 CC 1/29/ :40 X 6 5:59 0:19:00 GREENE ST/ N SHOUP RELEF / 10.91M/ US 285N ARTESA HWY/39 TRK 196 CC 1/29/ :03 X 6 18:20 0:17:00 E GREENE ST / / N SHOUP / 11 M/ ARTESAN285/7RVERS 204 CC 1/30/ :48 X 6 7:01 0:13:00 E GREENE ST / N SHOUPE RELEF / #8 TRK 225 FC 1/22/ :08 X 6 12:15 0:07: GC 1/23/ :14 X 6 17:28 0:14:00 5 ax. Trailer 350 GC 1/28/ :19 X 6 5:32 0:13:00 5 ax. Cargo 354 GC 1/28/ :46 X 6 11:04 0:18:00 5 ax. Cargo 363 GC 1/28/ :29 X 6 13:40 0:11:00 5 ax. Cargo 387 GC 1/29/ :15 X 6 14:29 0:14:00 5 ax. Loader 392 GC 1/29/ :36 X 6 17:53 0:17:00 5 ax. Cargo 400 GC 1/30/ :13 X 6 12:31 0:18:00 5 ax. Loader 407 GC 1/30/ :13 X 6 16:25 0:12:00 5 ax.cargo 413 GC 1/30/ :50 X 6 19:01 0:11:00 5 ax.cargo 426 LR 1/21/ :10 X 6 8:43 0:33:00 HALBURTON 432 LR 1/22/ :13 X 6 6:28 0:15:00 Haliburton 433 LR 1/22/ :13 X 6 6:28 0:15:00 Haliburton 434 LR 1/22/ :13 X 6 6:28 0:15:00 J & S Trucking 435 LR 1/22/ :13 X 6 6:28 0:15:00 J & S Trucking 466 LR 1/22/ :33 X 6 15:53 0:20:00 Haliburton 486 LR 1/27/ :56 X 6 10:14 0:18:00 Great Wide Services 564 LR 1/29/ :21 X 6 8:39 0:18:00 Swift 637 MC 1/21/ :15 X 6 6:42 0:27:00 SHOUP TO 285 TRUCK ROUTE 649 MC 1/22/ :07 X 6 7:36 0:29:00 SHOUP TO US285 ARTESA 458 LR 1/22/ : :55 0:30:00 Styline Logistics 485 LR 1/27/ : :14 0:18:00 Quatro Transportation 490 LR 1/27/ : :22 0:22:00 FHA Transportation 565 LR 1/29/ :21 6 8:39 0:18:00 England Trucking 592 LR 1/29/ : :35 0:18:00 Water Hauling Truck 710 MC 1/30/ :28 X 6 8:57 0:29:00 Shoup Rd through town to US 285 Artesia 25 AC 1/30/ :30 X 8 13:40 0:10:00 #9 GREENE ST / GEORGE SHOUP ROUTE/ W LOOPRD /N CANAL 101 CC 1/21/ :59 X 8 12:14 0:15:00 GREENE RELEF TO RT TO N CANAL/CHERRY LANE TO LLNOS/7 MLES/ #8 TRK 214 FC 1/21/ :43 X 8 14:53 0:10: GC 1/16/ :07 X 8 12:15 0:08:00 5 axle water truck 298 GC 1/21/ :30 X 8 16:39 0:09:00 5 axle cargo truck 303 GC 1/22/ :51 X 8 12:00 0:09:00 water truck - 5 axle 313 GC 1/22/ :56 X 8 17:04 0:08:00 5 axle cargo truck 327 GC 1/23/ :33 X 8 16:43 0:10:00 5 ax. Cargo 405 GC 1/30/ :39 X 8 15:45 0:06:00 5 ax. Loader 419 LR 1/21/ :07 X 8 6:14 0:07:00 TEXAS TRUCK & EQUP 632 MC 1/20/ :21 X 8 14:34 0:13:00 HOBBS HWY/TO CR GC 1/23/ :09 X 8 12:19 0:10:00 5 ax. Cargo 380 GC 1/29/ :07 X 8 11:21 0:14:00 5 ax. Trailer 446 LR 1/22/ :40 X 8 7:46 0:06:00 Water Hauling Truck 139 CC 1/27/ :30 X 0 12:45 0:15:00 285N/SHOUP RELEF/E GREENE ST/62/ MHOBBS 28 AC 1/30/ :56 X 0 15:28 0:32:00 #9 TRUCK/ HAPPY VALLEY RD / LEA / STANDPPERADO BLVD/ BOYD DRVE /PLOT 62 AD 1/28/ :30 X 0 5:45 0:15:00 74 AD 1/29/ :05 X 0 9:20 0:15:00 86 CC 1/16/ :15 X 0 5:30 0:15:00 HAPPY VALLEY/LEA&STANDPPE/#9 TRK/CONT ON LEA/ CANAL ST/ENTER WALMART 8.7 M 97 CC 1/21/ :52 X 0 7:05 0:13:00 (HAPP VALLEY TURN OFF DROVE TO ROADRUNNER SPEEDWAY 3.16 MLES) WATED ON TRUCK (55 MPH 114 CC 1/23/ :50 X 0 7:58 0:08:00 HAPPY VALLEY/LEA ST/ GAS AT ALLSUPS/ #8TRK/6.97 M 128 CC 1/27/ :20 X 0 8:39 0:19:00 HV/CR 524/LEA ST/RT CANAL ST/HDALGO RD12.57 M/ROCK CRUSHER 166 CC 1/28/ :20 X 0 11:29 0:09:00 HAPPY VALLEY CR 524/LEA ST/#8 TRK/6.97MALLSUPS GAS 168 CC 1/28/ :25 X 0 13:40 0:15:00 CR 524 HAPPY VALLEY/#8 TRK/LEA ST/CANAL ST11.3M/PLOT 178 CC 1/28/ :40 X 0 17:45 0:05:00 HAPPY VALLEY/ROADRUNNER SPEEDWAY/LEA ST/6.97 M/ ALLSUPS 145

146 188 CC 1/29/ :55 X 0 10:10 0:15:00 HAPPY VALLEY CR 524/LEA ST/ STANDPPE/#8 TRKRADO BLVD/ BOYD DR/HDALGO ROAD/NATL PARKS 189 CC 1/29/ :30 X 0 10:45 0:15:00 ROADRUNNER SPEEDWAY/CR 524 / LEA ST/CANAL / SAN JOSE BLVD/ 7.2 M/BEHND LA TENDA/ #8 TRK 205 CC 1/30/ :10 X 0 7:19 0:09:00 HAPPY VALLEY CR 524 / LEA ST / 6.97MGAS ALLSUPS 277 FC 1/30/ :54 X 0 15:19 0:25: LR 1/22/ :28 X 0 6:42 0:14:00 Oilfield 437 LR 1/22/ :28 X 0 6:42 0:14:00 Oilfield 438 LR 1/22/ :28 X 0 6:42 0:14:00 Oilfield 452 LR 1/22/ :00 X 0 10:14 0:14:00 Fed Ex 453 LR 1/22/ :00 X 0 10:14 0:14:00 DLK Trucking 454 LR 1/22/ :53 X 0 11:05 0:12:00 Fed Ex 456 LR 1/22/ :00 X 0 12:13 0:13:00 Haliburton 457 LR 1/22/ :00 X 0 12:13 0:13:00 Constructors 713 MH 1/14/ :30 X 0 5:54 0:24:00 Stopped at WalMart 722 MH 2/4/ :35 X 0 11:53 0:18:00 oilfield truck stopped at Pilot Travel Center on Loving Highway 723 MH 2/4/ :19 X 0 12:37 0:18:00 Flat bed - turned on Galvani Rd from CC 1/27/ :25 X 0 11:39 0:14:00 US 285/HAPPY VALLEY/LEA ST/S CANAL/NATL PRKS/11.47/HAPPY'S EATERY 183 CC 1/29/ :08 X 0 6:22 0:14:00 HAPPY VALLEY CR 524/ LEA ST / STANDPPE /10.13M/ALLSUPS GAS/ #8 TRK 107 CC 1/22/ :30 X 0 12:50 0:20:00 SHOUP/285/SPEEDWAY 3.6 ML/LEA ST/ 9.6 ML/STANDPPE/LEFT HDALGO/6.6 MLE/NATL PRKHWY/TO W 399 GC 1/30/ :56 X 0 12:04 0:08:00 5 ax. Loader 6 AC 1/22/ : :38 0:18: TO TOWN GAS SERVCE 10 AC 1/23/ : :45 0:20: TO REST AREA 32 AD 1/21/ :50 0 7:05 0:15:00 43 AD 1/23/ :00 0 5:15 0:15:00 49 AD 1/23/ :50 0 8:00 0:10:00 61 AD 1/28/ :00 0 5:15 0:15: CC 1/23/ :15 0 8:40 0:25: ARTESA/THRU CENTER TOWN/OFF ATRADO SHACK/ #9 TRK 150 CC 1/27/ : :25 0:25:00 N 285/ARTESA HWY/W PERCE ST/CANAL ST/15.8M/S CANAL ST/WALMART STOP 177 CC 1/28/ : :20 0:05:00 7 RVERS 285N / MCDONALDS/ 3.0M/ W PERCE/#9 TRK 216 FC 1/21/ : :26 0:11: FC 1/29/ : :30 0:26: FC 1/29/ : :32 0:21: GC 1/16/ : :09 0:14:00 5 axle trailer 341 GC 1/27/ : :11 0:19:00 5 ax. Cargo 364 GC 1/28/ : :04 0:14:00 5 ax. Cargo 372 GC 1/28/ : :58 0:12:00 5 ax. Loader 388 GC 1/29/ : :50 0:07:00 5 ax. Cargo 449 LR 1/22/ :00 0 9:10 0:10:00 Western Refinery 450 LR 1/22/ :00 0 9:10 0:10:00 Haliburton 455 LR 1/22/ : :40 0:10:00 RAC Transport 459 LR 1/22/ : :14 0:14:00 UPT 460 LR 1/22/ : :14 0:14:00 Mack Trucking 526 LR 1/28/ :32 0 8:35 1:03:00 Coca-Cola stopped at Walmart 531 LR 1/28/ :30 0 9:40 0:10:00 Affiliated Foods 545 LR 1/29/ :50 0 6:02 0:12:00 Coca-Cola (Stopped at Chevron on Pierce) 566 LR 1/29/ :42 0 8:51 0:09:00 Pepsi 578 LR 1/29/ : :12 0:12:00 Pepsi Co. (Stopped at Allsups on Pierce) 611 LR 1/29/ : :43 0:30:00 Oilfield 638 MC 1/21/ :56 0 7:15 0:19:00 TRUCK RT 285/ TO GAS STATON 641 MC 1/21/ : :01 0:21:00 US 285/ GAS STATON 711 MC 1/30/ :13 0 9:30 0:17:00 US 285 Artesia Hwy to Windmill Gas Station 719 MH 2/4/ : :40 0:11:00 Three Tanker Trucks in Convoy - Stopped in Family Dollar Lot 720 MH 2/4/ : :40 0:11:00 Three Tanker Trucks in Convoy - Stopped in Family Dollar Lot 721 MH 2/4/ : :40 0:11:00 Three Tanker Trucks in Convoy - Stopped in Family Dollar Lot 727 MH 2/4/ : :45 0:08:00 Conway Freight - Stopped at Dollar Tree lot 146

147 729 MH 2/4/ : :02 0:16:00 Water truck - took San Jose Blvd from Canal 732 RB 2/4/ : :05 0:19:00 Exited Loving Highway for Gas 14 AC 1/27/ :48 X 1 14:10 0:22:00 #8 TRUCK/HAPPY VALLEY RD TURNOFF/LEA ST/TURN ONTO STANDPPE TO RADOBLVD/BOYD DRVE /S 20 AC 1/29/ :52 X 1 14:15 0:23:00 #8 TRUCK /HAPPY VALLEY RD/LEA ST /STANDPPE / RADO BLVD / BOYD DRVE/S CANAL/ NATONAL PA 37 AD 1/22/ :45 X 1 6:10 0:25: CC 1/21/ :30 X 1 13:55 0:25: MLE TO ROADRUNNER SPEEDWAY/9.3 M/LEA ST/RT ON STANDPPE/ LEFT ON RADO BLVD/ RT TO 249 FC 1/27/ :45 X 1 16:07 0:22: GC 1/23/ :37 X 1 17:55 0:18:00 5 ax. Cargo 336 GC 1/27/ :10 X 1 13:22 0:12:00 5 ax. Cargo 355 GC 1/28/ :09 X 1 11:27 0:18:00 5 ax. Cargo 365 GC 1/28/ :10 X 1 15:22 0:12:00 5 ax. Cargo 408 GC 1/30/ :34 X 1 16:59 0:25:00 5 ax.cargo 615 MC 1/17/ :45 X 1 6:02 0:17: /HAPPY VALLEY/TO 285 ARTESA HWY/NATL PRKS-EL PASO 629 MC 1/20/ :10 X 1 13:28 0:18:00 US 285/SHOUP/HDALGO/TO EL PASO HWY 731 RB 2/4/ :58 X 1 9:20 0:22: CC 1/29/ :25 X 1 18:40 0:15:00 HAPPY VALLEY CR 524 / LEA ST / STANDPPE RADO BLVD/ BOYD / 9.3M/ NATL PKS 226 FC 1/22/ :16 X 1 12:38 0:22: FC 1/23/ :27 X 1 10:45 0:18: FC 1/23/ :32 X 1 12:49 0:17: FC 1/29/ :42 X 1 14:02 0:20: MC 1/22/ :48 X 1 8:14 0:26:00 TRUCK ROUTE HAPPY VALLEY/STANDPPERADO BLVD/ EL PASO HWY 161 CC 1/28/ :20 1 9:35 0:15:00 285N/W PERCE/THROUGH TOWN/11.5M/NATLPARKS/#9 TRK 245 FC 1/27/ : :38 0:20: LR 1/21/ :00 1 9:25 0:25:00 MACK TRUCKNG 652 MC 1/27/ :44 1 7:08 0:24:00 US 285 through town to El Paso Hwy 687 MC 1/28/ : :38 0:22:00 Artesia Hwy to CR 657 Radio Blvd to Natl Pks Hwy 1 AC 1/21/ :18 X 2 13:43 0:25: ARTESA HWY/PECOS HWY 3 AC 1/21/ :20 X 2 15:48 0:28: ARTESA/PECOS HWY 7 AC 1/22/ :58 X 2 15:23 0:25: TO DERRCK TURNOFF 23 AC 1/29/ :05 X 2 15:47 0:42:00 #8 TRUCK / HAPPY VALLEY /LEA / STANDPPE/RADO BLVD /BOYD DRVE / S CANAL /LOVNGHWY 45 AD 1/23/ :45 X 2 6:10 0:25: CC 1/27/ :35 X 2 6:56 0:21:00 HV TURNOFF/#9 TRK/LEA ST/CANAL ST/LOVNGHWY /14.9 M/DERRCK STOP 141 CC 1/27/ :28 X 2 13:45 0:17:00 HAPPY VALLEY CR 524/S CANAL/#9 TRK/14.9M/US 285 S PECOS HWY 200 CC 1/30/ :45 X 2 6:02 0:17:00 CR 524 / LEA ST / S CANAL ST / #8 TRK /LOVNGS 285 /14.9M /LOVNG 210 CC 1/30/ :05 X 2 9:28 0:23:00 CR 524 HAPPY VALLEY / PASS ROADRUNNER/LEA ST/ CANAL ST / PECOS HWY /LOVNG 15.3M 255 FC 1/28/ :54 X 2 16:06 0:12: GC 1/30/ :37 X 2 13:07 0:30:00 5 ax. Water 552 LR 1/29/ :00 X 2 7:18 0:18:00 Sotelo Trucking 596 LR 1/29/ :00 X 2 12:27 0:27:00 JWS 597 LR 1/29/ :00 X 2 12:27 0:27:00 Water Hauling Truck 601 LR 1/29/ :45 X 2 13:15 0:30:00 Par Five Trucking 602 LR 1/29/ :45 X 2 13:15 0:30:00 Par Five Truckin 726 MH 2/4/ :50 X 2 14:13 0:23:00 NAPA Services Truck 728 MH 2/4/ :51 X 2 15:14 0:23:00 Water Waste truck 42 AD 1/22/ :45 X 2 9:10 0:25:00 59 AD 1/27/ :10 X 2 18:25 0:15: CC 1/29/ :30 X 2 17:00 0:30:00 HAPPY VALLEY / LEA ST / CANAL ST / #9 TRKS 285 AT LOVNG Y/ PECOS HWY / 17.39M/ LOVNG 393 GC 1/29/ :08 X 2 18:33 0:25:00 5 ax. Trailer 488 LR 1/27/ :10 X 2 11:32 0:22:00 JWS Trucking 530 LR 1/28/ :30 X 2 9:52 0:22:00 Par Five Trucking 544 LR 1/29/ :50 X 2 6:12 0:22:00 COC Trucking 594 LR 1/29/ :43 X 2 12:05 0:22:00 Haliburton 291 GC 1/16/ : :52 0:27:00 5 axle cargo truck 483 LR 1/27/ :06 2 9:29 0:23:00 Water Hauling Truck 147

148 491 LR 1/27/ : :45 0:22:00 Haliburton 532 LR 1/28/ : :02 0:22:00 Par Five Trucking 595 LR 1/29/ : :05 0:22:00 ZH Trucking 733 RB 2/4/ : :49 0:24: GC 1/23/ :07 X 3 13:27 0:20:00 5 ax. Water 5 AC 1/22/ :30 X 3 13:48 0:18: TO SHOUP TURNOFF 38 AD 1/22/ :20 X 3 6:35 0:15:00 89 CC 1/16/ :45 X 3 7:02 0:17:00 HAPPY VALLEY/SHOUP/GREENE ST/ 14.3 MLES#8 TRK 116 CC 1/23/ :00 X 3 14:11 0:11:00 285/SHOUP/HOBBS/#9 TRK/ 8.5 M 132 CC 1/27/ :01 X 3 10:10 0:09:00 US 285N/PERCE ST/CANAL ST/#9 TRK/GREENE ST9.4M/HOBBS 145 CC 1/27/ :59 X 3 15:21 0:22:00 7 RVERS HWY/SHOUP/E GREENE/#9 TRK/15.7MCONT TO HOBBS NM 155 CC 1/28/ :35 X 3 6:57 0:22:00 N285 7 RVERS HWY/SHOUP/ARTESA HWY/#9TRK/E GREENE ST/10.5M/HOBBS 62/ CC 1/28/ :03 X 3 15:11 0:08:00 PECOS HWY/N SHOUP LOOP/8.5M/#9 TRK/GREENEST 185 CC 1/29/ :45 X 3 9:01 0:16: N/ SHOUP RELEF / E GREENE ST/ 10.1M/#9 TRK/ HOBBS HWY 359 GC 1/28/ :18 X 3 12:30 0:12:00 5 ax. Loader 367 GC 1/28/ :00 X 3 16:11 0:11:00 5 ax. Loader 384 GC 1/29/ :01 X 3 13:14 0:13:00 5 ax. Trash Trailer 472 LR 1/23/ :30 X 3 6:45 0:15:00 WATER HAULNG TRUCK 507 LR 1/27/ :42 X 3 17:00 0:18:00 Landstar 509 LR 1/27/ :42 X 3 17:00 0:18:00 RAC Transport 517 LR 1/28/ :07 X 3 6:22 0:15:00 Water Hauling Truck 541 LR 1/29/ :00 X 3 5:12 0:12:00 JBP Trucking 612 LR 1/29/ :46 X 3 15:01 0:15:00 Basic Trucking (turn towards Hobbs) 695 MC 1/29/ :59 X 3 8:28 0:29:00 Artesia Hwy to Canal to Green to Shoup Rd onto Hobbs 724 MH 2/4/ :03 X 3 13:15 0:12:00 Fuel Tanker 725 MH 2/4/ :20 X 3 13:32 0:12:00 Dump Truck 730 MH 2/4/ :29 X 3 16:44 0:15:00 Water Truck 131 CC 1/27/ :40 3 9:44 0:04:00 US 285/PERCE ST/#8TRK/2.9 M 308 GC 1/22/ : :34 0:11:00 5 axle trailor 499 LR 1/27/ : :37 0:18:00 Key 508 LR 1/27/ : :00 0:18:00 Glass Transportation 510 LR 1/27/ : :00 0:18:00 Werner Enterprises 540 LR 1/29/ :00 3 5:12 0:12:00 Swift 567 LR 1/29/ :42 3 8:59 0:17:00 Haliburton (stopped at Choices Parking lot) 568 LR 1/29/ :42 3 8:59 0:17:00 Haliburton (stopped at Choices Parking lot) 676 MC 1/28/ :24 3 7:41 0:17:00 Artesia Hwy to Shoup Rd to Hobbs Hwy 11 AC 1/23/ :55 X 7 15:30 0:35: TO DERRCK ROAD 230 FC 1/22/ : :23 0:28:00 18 AC 1/29/ : :30 0:12:00 7 RVERS HWY / ARTESA HWY/ WPP RELEFROUTE/ N CANAL /#9 TRUCK 2 AC 1/21/ : :47 0:17: ARTESA/LLNOS 4 AC 1/22/ : :22 0:12: TO SHOUP TURNOFF 8 AC 1/23/ : :42 0:12: LLNOS CAMP 9 AC 1/23/ : :10 0:12: LLNOS CAMP 30 AD 1/21/ :15 8 5:35 0:20:00 31 AD 1/21/ :45 8 6:10 0:25:00 36 AD 1/22/ :10 8 5:30 0:20:00 44 AD 1/23/ :20 8 5:30 0:10:00 50 AD 1/23/ :10 8 8:20 0:10:00 2 trucks followed this route at the same time 51 AD 1/23/ :10 8 8:20 0:10: LR 1/21/ :05 8 5:11 0:06:00 WATER HAULNG TRUCK 619 MC 1/17/ :45 8 8:01 0:16:00 7 RVERS /COUNTY RD AD 1/22/ :25 0 8:30 0:05:00 60 AD 1/27/ : :00 0:20:00 67 AD 1/28/ :30 0 8:40 0:10:00 148

149 69 AD 1/29/ :00 0 6:10 0:10:00 77 AD 1/30/ :15 0 5:30 0:15: CC 1/23/ : :33 0:08:00 DERRCK/ RT TURN GRAND RD/5.4 M/ PECOSHWY 194 CC 1/29/ : :32 0:07:00 OLD CAVERN HWY / DERRCK / NATL PRKS HWY/TO CHEVRON GAS / 5M /#8 TRK 231 FC 1/22/ : :50 0:10: GC 1/21/ : :50 0:05:00 5 axle cargo truck 302 GC 1/22/ : :40 0:08:00 water truck - 5 axle 474 LR 1/23/ :01 0 7:13 0:12:00 MACK TRUCKNG 495 LR 1/27/ : :41 0:08:00 Old Dominion 627 MC 1/20/ : :29 0:19:00 OLD CAVERN TO MCDONALDS 631 MC 1/20/ : :13 0:13:00 OLD CAVERN/GAS FLL UP 656 MC 1/27/ :36 0 8:51 0:15:00 Old Cavern to JR Restruant 668 MC 1/27/ : :13 0:13:00 Old Cavern Hwy to BDS Enterprise 685 MC 1/28/ : :28 0:13:00 Old Cavern Madron Services 703 MC 1/29/ : :43 0:16:00 Old Cavern to Madron Services 704 MC 1/30/ :00 0 5:13 0:13:00 Old Cavern to Gas station Loving Hwy 714 MH 1/14/ :10 0 6:17 0:07:00 56 AD 1/27/ :45 1 8:05 0:20: MC 1/28/ : :09 0:09:00 Old Cavern to Natl Pks Hwy 689 MC 1/28/ : :19 0:07:00 Old Cavern to Natl Pks Hwy 697 MC 1/29/ : :09 0:09:00 Old Cavern to Natl Parks 52 AD 1/27/ :30 2 5:50 0:20:00 54 AD 1/27/ :50 2 7:15 0:25:00 57 AD 1/27/ :30 2 8:55 0:25:00 58 AD 1/27/ :15 2 9:45 0:30:00 63 AD 1/28/ :10 2 6:25 0:15:00 64 AD 1/28/ :40 2 6:50 0:10:00 65 AD 1/28/ :05 2 7:20 0:15:00 66 AD 1/28/ :40 2 8:00 0:20:00 68 AD 1/29/ :20 2 5:40 0:20:00 70 AD 1/29/ :30 2 6:45 0:15:00 71 AD 1/29/ :05 2 8:15 0:10:00 75 AD 1/29/ : :40 0:20:00 78 AD 1/30/ :50 2 6:05 0:15:00 79 AD 1/30/ :20 2 6:40 0:20:00 81 AD 1/30/ :30 2 7:50 0:20: CC 1/22/ : :00 0:25:00 OLD CAVERN/PECOS HWY 170 CC 1/28/ : :22 0:12:00 DERRCK/OLD CAVERN HWY/W FARRS ST/NATL PARK HWY/9.2M/#8 TRK/ 623 MC 1/17/ :25 2 9:42 0:17:00 OLD CAVERN TO PECOS HWY 646 MC 1/22/ :35 2 5:49 0:14:00 OLD CAVERN TO LOVNG HWY 654 MC 1/27/ :56 2 8:03 0:07:00 Old Cavern to Pecos Hwy to Loving 658 MC 1/27/ :35 2 9:41 0:06:00 Pecos Hwy to Old Cavern 671 MC 1/27/ : :41 0:08:00 Old Cavern to Pecos Hwy 673 MC 1/28/ :00 2 6:07 0:07:00 Old Cavern to Pecos Hwy 679 MC 1/28/ :02 2 9:11 0:09:00 Old Cavern to Pecos Hwy to Loving 693 MC 1/29/ :38 2 6:45 0:07:00 Old Cavern to Pecos Hwy to Loving 705 MC 1/30/ :30 2 5:39 0:09:00 Old Cavern to Pecos Hwy onto Loving 181 CC 1/29/ :10 3 5:28 0:18:00 W DERRCK / OLD CAVERN / S CANAL ST/THROUGH TOWN /10.2M/ GREENE ST /#9 TRK 222 FC 1/22/ : :35 0:17: LR 1/22/ : :45 0:15:00 Fuson ndustry 462 LR 1/22/ : :45 0:15:00 Fuson ndustry 666 MC 1/27/ : :36 0:22:00 Old Cavern to Hobbs Hwy to Shoup Rd 417 LR 1/21/ :23 X 0 5:38 0:15:00 HALBURTON 299 GC 1/21/ : :54 0:10:00 5 axle cargo truck 149

150 314 GC 1/22/ : :26 0:12:00 5 axle cargo truck 319 GC 1/23/ : :41 0:14:00 5 ax. Cargo 328 GC 1/23/ : :01 0:03:00 5 ax. Cargo 381 GC 1/29/ : :40 0:07:00 5 ax. Loader 447 LR 1/22/ :53 0 8:03 0:10:00 L & P Trucking 26 AC 1/30/ :55 X 1 14:10 0:15:00 N CANAL / E GREENE / NATONAL PARKS HWY/#8 TRUCK 221 FC 1/21/ : :51 0:15: GC 1/22/ : :29 0:23:00 cargo truck - 5 axle 29 AC 1/30/ :57 X 3 16:18 0:21:00 N LOOP RD / GEORGE SHOUP/ GREENE ST 406 GC 1/30/ :01 X 3 16:07 0:06:00 5 ax. Loader 420 LR 1/21/ :20 X 3 6:27 0:07:00 HALBURTON 421 LR 1/21/ :20 X 3 6:27 0:07:00 HALBURTON 430 LR 1/22/ :00 X 3 6:12 1:12:00 Water Hauling Truck 431 LR 1/22/ :00 X 3 6:12 1:12:00 Water Hauling Truck 440 LR 1/22/ :23 X 3 7:29 0:06:00 Belly dump Truck 441 LR 1/22/ :23 X 3 7:29 0:06:00 Belly dump Truck 442 LR 1/22/ :23 X 3 7:29 0:06:00 Belly dump Truck 443 LR 1/22/ :23 X 3 7:29 0:06:00 Belly dump Truck 444 LR 1/22/ :23 X 3 7:29 0:06:00 Belly dump Truck 445 LR 1/22/ :23 X 3 7:29 0:06:00 Belly dump Truck 465 LR 1/22/ :10 X 3 15:17 0:07:00 Water Hauling Truck 467 LR 1/23/ :00 X 3 5:08 0:08:00 PTR TRUCKNG 620 MC 1/17/ :10 X 3 8:27 0:17:00 CR 208 TO 62/ MC 1/20/ :56 X 3 15:10 0:14:00 CR 208/GREENE ST RELEF 224 FC 1/22/ :02 X 3 12:07 0:05: GC 1/27/ :15 X 3 15:26 0:11:00 5 ax. Cargo 19 AC 1/29/ : :45 0:10:00 N CANAL / WPP RELEF ROUTE / ARTESA HWY7 RVERS HWY / #8 TRUCK 215 FC 1/21/ : :05 0:07: LR 1/21/ :17 6 5:23 0:06:00 PERTECH HEADNG TOWARD ARTESA 416 LR 1/21/ :17 6 5:23 0:06:00 PERTECH HEADNG TOWARD ARTESA 448 LR 1/22/ :30 6 8:36 0:06:00 Performance Food Services 451 LR 1/22/ :21 6 9:29 0:08:00 Water Hauling Truck 628 MC 1/20/ : :55 0:15:00 SHOUP RELEF/PASS CR 206 TO US 285 N 150

151 APPENDX B: Prioritization Scoring Results 151

152 Score Public Support Comments Score AASHT O Safety Score AADT AADT Range Monday, November 16, 2015 Page 1 of AADT AADT AADT AADT AADT Score AllFieldsScoringRepo OBJECT D Street Name From Segment To Segment Total Score Condition Range Score Surface Type Score Accident Ranges Score Range of Unsafe Bridges Score Land Use Actual Score Land Use Proposed Score Funding Source Available 1 Algerita St. North Ave. Center Ave PAVED 3 0 Accidents 0 0 Unsafe Bridges 0 2-Residential 8 N/A 0 N/A 0 N/A 0 N/A AADT 2 Davis St. Plum St. Etter St PAVED 3 0 Accidents 0 0 Unsafe Bridges 0 2-Residential 8 N/A 0 N/A 0 N/A 0 N/A AADT 3 Algerita St. Wood Ave. North St PAVED 3 0 Accidents 0 0 Unsafe Bridges 0 2-Residential 8 N/A 0 N/A 0 N/A 0 N/A AADT 4 Caviness St. Algerita St. Primrose St PAVED 3 0 Accidents 0 0 Unsafe Bridges 0 2-Residential 8 N/A 0 N/A 0 N/A 0 N/A AADT Church St. Eighth St. Fountain Dr PAVED 3 5+ Accidents 6 0 Unsafe Bridges 0 1-Education 10 N/A 0 N/A 0 N/A 0 N/A Church St. CD (Carlsbad Eighth Ave PAVED 3 5+ Accidents 6 0 Unsafe Bridges 0 2-Residential 8 N/A 0 N/A 0 N/A 0 N/A rrigation 7 Texas St. Twelfth St. Truck Route? (Happy Valley 8 Mesa St. Pierce St. Riverside Dr PAVED 3 0 Accidents PAVED 3 5+ Accidents 0 0 Unsafe Bridges 6 0 Unsafe Bridges 0 1-Education 10 N/A 0 N/A 0 N/A 0 N/A Residential 8 N/A 0 N/A 0 N/A 0 N/A Sixth St. Texas St. Church St PAVED 3 5+ Accidents 6 0 Unsafe Bridges 0 1-Education 10 N/A 0 N/A 0 N/A 0 N/A AADT 10 Church St. Canal St. Park Dr PAVED 3 5+ Accidents 6 0 Unsafe Bridges 0 2-Residential 8 N/A 0 N/A 0 N/A 0 N/A

153 APPENDX C: Public Outreach 153

154 Carlsbad Long Range Transportation Plan Project Team Meeting [SUMMARY Below each agenda item.] Attendees: Eric Navarrete (City) Eric Wrage (BH) Kristen Woods (BH) Denise Weston (BH) City of Carlsbad 6/17/2014 8:00 a.m. 9:00 a.m. Summary Meeting Objective: Discuss the status and progress of the Long range Transportation Plan. SUMMARY OF EXSTNG PLANS o Are we missing anything? Eric felt that this was a good collection of documents (list attached). With only one suggestion to take a look at a new wastewater model that is being done by the Utility Department at the City. ASSUMPTONS AND DATA PONTS FOR FUTURE PROJECTONS Discussion on which growth rate to use for the projections with a decision that it would result somewhere between the 15% 20-year growth indicated in the City Water Plan and the 100% growth resulting from the existing growth rate projection (3.4%) every year for 20 years. This issue would be further discussed with Stephanie and the stakeholder group. 154

155 PLAN OUTLNE Discussion occurred on the attached plan outline with an explanation that the items in rust are underway with this phase and that the items in black will be completed in a future phase. The deliverables established for the items under this phase are as follows: o Existing conditions chapter o Public nvolvement Plan chapter With the stakeholder meeting completed o GS figures with the existing roads / proposed roads/?? o nitial development of prioritization criteria / goals / objectives GOALS/ OBJECTVES/ PRORTES o How to establish This will be discussion topic at the Stakeholder Meeting STAKEHOLDER OUTREACH o 1 Meeting in Scope t was confirmed that a targeted stakeholder meeting would be scheduled. Denise will send a list of potential candidates to Stephanie/Eric so they can review. Then, we will try to schedule the meeting in July/August. The focus will be on developing goals/objectives for the plan as well as creating set of criteria used to prioritize transportation projects in the future. Discussion also concluded that a public meeting would be held in the future phase in order to share the plan, process, and recommendations with the public. Action tems Established at the Meeting: BH will send list of potential stakeholders BH will complete deliverables as defined above for Phase 1 City will supply BH with the following: any GS data files info on any recently completed transportation projects current CP any additional proposed transportation projects to be considered information on the CP decision-making process information on the decision-making process for maintenance 155

156 M E M O R A N D U M TO: STEPHANE SHUMSKY FROM: KRSTEN WOODS BOHANNAN HUSTON, NC. DATE: OCTOBER14 th, 2014 SUBJECT: CARLSBAD LONG RANGE TRANSPORTATON PLAN STAKEHOLDER MEETNG The City of Carlsbad (Carlsbad) and Bohannan Huston (BH) and key stakeholders met at the City of Carlsbad Planning, Engineering and Regulation Department Municipal Annex Conference Room on October 14, 2014 at 1:00PM to discuss the following items. Attendees and contact information are included in the enclosure. The discussion was facilitated by Denise Weston and Eric Wrage, both from BH, handouts accompanied each of the items discussed. Copies of the handouts are included in the enclosure. 1. Welcome and ntroductions: Denise introduced Eric Wrage and Kristen Woods from BH. The rest of the stakeholder committee introduced themselves. The attendees are listed in the table below. Denise also presented a brief summary of the meeting goals (agenda attached). City of Carlsbad Tom Carlson Public Works Director of Public Works Anna Beason Project Administrator Patt Cass Municipal Development JoAnn Moore Transit Manager Stephanie Shumsky Planning, Engineering & Regulation Department Director Eric Navarrete Jeff Patterson Deputy Director of Planning Georgia Goad GS Yvonne Basavilvazo Planner Sherri Chandler Airport Planning Airport Manager Eddy County William Morris General Services Department General Services Director School District Don Owen Carlsbad Municipal Schools Director of Operations 156

157 2. Project Overview: Denise Weston discussed the project outline (included in the attachments). She also discussed the Plans that had been reviewed during project development and asked the group if there were any Plans that had not been reviewed. The group felt that all of the relevant Plans had been listed. 3. Plan Goals: Denise Weston explained that the goals (included in attachments) are based off of the goals and issues obtained during the public outreach process completed under the previous planning initiatives. The discussion about the goals is shown below, with responses from the project team in italics: Goal #1: Anna Beason: Landscaping, pedestrian amenities and aesthetic considerations are always included in our plans, but are the first to be removed due to budgetary constraints during implementation. Texas St. may become connected to the bike network someday. Often safe routes programs cost more money to implement and comply with than they actually contribute to a project. Yvonne Basavilvaso: The bike trail along the canal can be part of a network, including the connection north to south along the whole city. Tom Carlson: We are very far behind on ADA compliance. We included ADA features in all new projects, but often have to re,move it due to budgetary constraints. The path at the River Walk is not intended to be a bike path, as it is only 6 wide. Denise Weston: There are creative ways to find funds through the the NMDOT and other sources to implement pedestrian and ADA improvements. t also seems that some of the Collector Streets could be used as linear bike routes across town, as they are wide enough for a shared use. Goal #2: JoAnn Moore: Fixed route service is maxed out in Carlsbad with the current system. A lot of the roads do not have pull-offs for busses and often we use private ROW for our pull offs. We do have routes covering the North, East, South and West quadrants. We are also getting around 100 riders a month, which is higher than we had expected. The new stop we added includes the Hipcrest apartments, which has increased our North-South transit ridership. He have lost some funding for our low income clientele. We are still doing the line dedicated to elderly transportation, but do not do evening trips. We need nicer places for folks to wait for the bus, which would also make the City look good aesthetically. We purchased some bike racks but they were too large for the pull offs and the busses and just did not work for Carlsbad. We also administer the school safety program where we transport students from school to designated after-school programs. We get about 100 participants a year. Denise: Maybe adding shelters at all bus stops can become a goal? 157

158 Goal #3: Anna Beason: NMDOT and FHWA are amenable to requests, but have limited funds available. David Sepich on the Commission Board has shown support for Carlsbad, it is great that we have him on the commission. Goal #4: Don Owen: Pate Elementary School has had construction traffic. As a result, we are taking the playground and turning it into a traffic loop, like the one at Hillcrest. The NMDOT has put signs on Pierce Street to control traffic. People often call to complain that the bus stops are unsafe. We also run all of the bus routes. One mess up along the route can slow down the whole system and cause major delays. Yvonne Basavilvaso: The paint on the lanes at major intersections is dark and visitors don t understand where the lanes are. Anna Beason: The markings at intersections disappear quickly. We have exhausted the options for striping. The Color fades within a few weeks of striping. We could also benefit from improving our public safety enforcement. We also need to reach out to the Oil and Gas industries to teach them about safety. We could benefit from receiving more safety enforcement from the State here. We also need to bring more funds from up North to the Southern part of the state. Stephanie Shumsky: Pedestrian and ADA Compliant Facilities improve the safety of the roadway. Representative Cathrynn N. Brown advocates for safety on our roadways at the legislature, she is a great ally for us. We need to improve signage. William Morris: There is already a group meeting with the Oil and Gas industry. The group includes representatives from Eddy and Lea Counties, representatives from the industry and state and transportation police. At the County we see that a lot of the regional development that is occurring is affecting you and your roadways. Eddy County is more tied in with Lea County than most, so our transportation region is really both. The NMDOT is not looking at that on a cumulative way, just on an individual perspective. All of the traffic is passing through the City of Carlsbad. We are developing a Transportation Plan that will come out in the next year. We are hoping it will tie in with your plan. Goal #5: Tom Carlson: Canal Street needs work done, but it has no alternatives, so how do we get around that? We just finished improving Canal St. and there was not enough room, we used every inch possible. We need help knowing where to put a road in within the next 15 years. Stephanie Shumsky: propose a #7 that requires developers to dedicate ROW to roadway expansion. Albuquerque has roadways with major thoroughfares and freeways and we don t have that. New developments have messed with our roadway network. 158

159 Denise Weston: We need to consider specific Economic Development roadways and plan the uses based on that. Yes- we will add a 7 th goal on Policy making. Goal #6: Tom Carlson: The 5 year Maintenance/ mprovement Plan is based on the budget so we can refer to it in our decision making process. can share it with the LRTP team. Stephanie Shumsky: We are working on the capital improvements list with Planning, Public Works, Utilities and Finance. Denise Weston: With the data process we are proposing there will be a seamless process where we have data talking to data, so we won t have to worry about having to call everyone involved for every singe decision. 4. Existing Conditions: Denise Weston passed out maps of the data that has already been collected by the project team, including mapping and a list of existing plans (included in attachment). The discussion about the existing condition is below, with responses in italics. Anna Beason: There will be two new Fire Stations going in; one is at San Jose and Woods Rd. Sherri Chandler: The Airport is not on the Community Resources Map. create a monthly report on the Airport, can share it with you. We had people use the airport in September. With corporate traffic there may be up to 1500 people. We have seen significant growth in the past 1-3 years. 5. Assumptions and Data Points for Future Projections: After reviewing the Plans created for the area and the City, the project team has created a table of growth rates. The team chose a 3.5 % growth rate. This rate doubles the population by 2035, which is the rate being used in the new City of Carlsbad Long Term Plan. The team also passed outa map of future growth locations (included in attachment). Don Owen: Sunset Elementary on Blodgett and Walter will be demolished and a new school with capacity for 600 students will be built. Similarly, Joe Stanley Smith and Puckett will be replaced with new schools with the capacity for 600 students. All of this will happen by Our newest school as built in 1956, so we need to upgrade either way. We are worried that the population will continue to fluctuate, we don t want to over build. Georgia Goad: People will be moving to the area South of town. The Village of Lovington should be included in the map and considered in the model, as many people live there but work in Carlsbad. Look at the State and Federal lands on the map and wherever the land is left over, that is where the development will go. Yvonne Basavilvaso: Some new growth is happening to the north as well, but on a limited scale. There is water in Loving and limited resources elsewhere. William Morris: Most of the development will be happening to the South, that is where all of the Oil and Gas jobs are. You could enact a density bonus for the City to encourage infill development. 159

160 Stephanie Shumsky: There is a little infill happening, but slowly. We are considering providing utility extensions and charging developers for them by the linear foot. This would be aimed at promoting development but reducing the burden on individual land owners. We could initiate infill bonuses in inactive subdivisions that have no infrastructure. 6. Evaluation / Prioritization Criteria: Denise Weston presented the criteria that have been developed by BH to this point. The group quickly reviewed the criteria (included in attachment), but it the criteria need to be reviewed more thoroughly by each department before finalization. 7. Travel Demand Model: Eric Wrage (BH) explained that the Model was develop originally for the DOT but will be incorporated into this plan and will be used as a tool for understanding where traffic is coming from and going. The model will allow us to view various models, allowing us to understand different scenarios. As part of a similar project, traffic counts were taken for the area. A copy of the map showing traffic count locations is included in the attachment. The discussion about the model is listed below. Stephanie Shumsky: the model allows us to see how different development will affect the city. t also allows the city to better understand how a development will alter the city and better control our responses to developers. 8. Next Steps: Denise Weston explained that the project team will work with the City on the continued scope of the project and the creation of a draft Plan. The teammay hold one Public Outreach Meeting and an additional Stakeholder Group Meeting. The project team asked that the stakeholder group will continue to review the materials from the meeting and send their materials and data to the team. 9. Action items: Sherri Chandler will send Airport monthly reports to BH. The City of Carlsbad Planning Division will send BH the Eldorado Ranch Master Plan, future Annexation plans, a map of existing trails, the locations of the new Fire Stations that will be developed in Carlsbad, a shape file of the Roads, water and sewer service areas in the City. JoAnn Moore will send the project team the transit master plan and ridership by route. Stephane Shumbsky will get BH the name of the existing group that is working towards safety in the Oil and Gas ndustry. BH will reach out to them. Tom Carlson will send the Road Condition Rating Process and the Maintenance Plan to the team. 160

161 GOALS and OBJECTVES December 2014 Carlsbad Long Range Transportation Plan GOALS AND OBJECTVES The following goals/objectives are being proposed for the Carlsbad Long Range Transportation Plan for your review and comment. The draft goals/objectives are based on previous studies that were completed for the community bringing additional value to the public outreach process already completed and aligning with other planning initiatives. We have also incorporated your comments from the October 2014 Stakeholder meeting. Please continue to provide comments. 1. Consider the needs of pedestrians and bicyclists in roadway design when planning and implementing local road and trail improvements. a. Develop a Bikeways and Trails Master Plan. b. Utilize community input to guide development of pedestrian and bicycle pathways within the city. c. Continue to complete ADA-compliant improvements to existing facilities. d. Create streetscapes which encourage pedestrian use 2. Provide transit opportunities for all segments of the population. a. Continue to improve access to public transportation with a focus on fixed-route. b. Continue curb-to-curb service. c. Expand city-wide coordination (Senior Centers, social services, schools) to meet the needs of transit dependent residents. d. mprove transit facilities along existing routes. 3. Encourage and support regional coordination on transportation planning decisions. a. Coordinate with federal and local government agencies to establish support for regional transportation improvements. b. Ensure that the City has representation on regional boards and committees related to transportation. c. Engage the public and encourage outreach during transportation planning activities. 4. mprove safety throughout the transportation network. a. Create safer routes for all modes of transportation by improving signage, signalization, and buffering. b. Consider truck by-pass routes to reduce truck traffic within the City. c. Relieve conflicts and safety issues between the local road network and the railroad. d. nclude traffic calming features where appropriate. e. Coordinate with public safety officials to improve public safety enforcement. 161

162 5. Enhance connectivity and efficiency of the transportation system throughout the City. a. Consider connectivity on local streets between residential and commercial uses. b. mprove connectivity across the Pecos River for all modes of transportation. c. Provide bypass routes for through traffic around urban areas to relieve traffic congestion. d. Address capacity constraints on major arterials. 6. mprove roadway maintenance process. a. mprove coordination amongst City departments. b. mprove coordination between maintenance and capital projects. c. Consider enhanced streetscapes when doing roadway maintenance/improvements. d. Engage in the asset management process. 7. Develop City policies to support the expansion and maintenance of the transportation system. a. Develop policies which evaluate the potential (operational and land area) impacts to the transportation system as a result of private development. b. Create policies which require private developers to fund an equitable portion of required transportation improvements and/or provide necessary land area. 162

163 FOREST DR OLD CAVERN HWY nfrastructure Projects in Carlsbad N EGHTH ST CALLAWAY DR WESTRDGE RD PATE ST N SXTH ST LAMONT ST N CYPRESS ST N CANAL ST W RVERSDE DR W BLODGETT ST W CHURCH ST W MERMOD ST W GREENE ST N MAN ST E ORCHARD LN PLUM LN E RVERSDE DR JUAREZ ST STANDPPE RD RADO BLVD SAN JOSE BLVD CENTER AVE W ROSE ST BOYD DR HDALGO RD E CHAPMAN RD E DERRCK RD Legend Projects to be Considered New Road Projects from the CP New Development Road Growth Areas Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, GN, GP, swisstopo, and the GS User Community Miles 6

164 Community Resources W n þ Õ Õ n v v n n n G v n þ v n v þ Õ n n n L þl n v n L L v v 4 Õ Õ Õ v n W n Legend Ê Õ Arts Permian Basin training Center Parks? Performing Arts Centers 4 Riverwalk Recreation Center W L þ G New Schools Police Stations Fire Stations Senior Centers v Hospitals and Health Centers n Schools in Carlsbad Mainstreet District Roads Ê þ? G n Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, GN, GP, swisstopo, and the GS User Community 4,250 2, ,250 Feet 164

165 4/13/2016 Carlsbad Long Range Transportation Plan Stakeholder Meeting October 14 th, 2014 ntroductions Bohannan Huston, nc. Denise Weston Eric Wrage Kristen Woods Stakeholder Participants 165 1

166 4/13/2016 Presentation Outline Project Overview Goals and Objectives Existing Conditions Assumptions and Future Projections Evaluation/ Prioritization Criteria Travel Demand Model Next Steps Project Overview Long Range Transportation Plan Existing Conditions Short / Long Range Recommendations Tier off of NMDOT By-Pass Study Data collection Travel Demand Model 166 2

167 4/13/2016 Goals and Objectives Pedestrians/Bicycles Transit Regional Coordination Safety Connectivity Maintenance Existing Conditions Area Demographics City of Carlsbad Demographic Characteristics Census Total Population 26,349 Median Age 37.3 Total Housing Units 11,524 Total Occupied Housing Units 10,019 Owner-Occupied Housing Units 7,111 Renter-Occupied Housing Units 2,908 n Labor Force (ages 16+) 20,331 Commuting to work (Ages 16+) 11,

168 4/13/2016 Existing Conditions Transportation Roadway Pedestrian/Bike Transit Airport Traffic Counts Community Resources 168 4

169 4/13/2016 Retail Jobs and Households Service Jobs and Households 169 5

170 4/13/2016 Other Jobs and Households Agriculture, Forrestry, Fishing and Hunting Mining, Quarrying, and Oil and Gas Extraction Utilities Construction Manufacturing Wholesale Trade Transportation and Warehousing nformation Existing Employment Conditions Per Census Data 170 6

171 4/13/2016 Existing Population and Housing Conditions per Census Data Existing Plans Eddy County Comprehensive Plan Carlsbad Mainstreet: Community Economic Assessment Greater Carlsbad Comprehensive Plan: Strategy 2030 Greater Carlsbad Housing Analysis and Strategic Plan. City of Carlsbad Water Master Plan and Hydraulic Model Eddy County 40 year water Plan Other: nterview with Carlsbad Municipal School Planner about future School growth

172 4/13/2016 Assumptions Growth Rates Current Carlsbad Population* 26, Population Data Set Projection Eddy County 40 Year Water Plan - LPVRWP 34,237 Eddy County 40 Year Water Plan BBER 27,812 Carlsbad Water System 33, Comprehensive Master Plan Linear 27,812 Trend Equation** 2003 Comprehensive Master Plan Regression Model** Greater Carlsbad Comprehensive Plan: Strategy ,715 ~29,500 Population with a 3.4% growth rate 50,063 Lower Pecos Valley Regional Water Plan.52 growth rate Assumptions Growth Areas 172 8

173 4/13/2016 Prioritization Process Carlsbad Long Range Transportation Plan Working Spreadsheet for Data Scoring / Prioritization Process Rating Score Data Source? Comments Roadway Type Roadway Condition Safety (Normative- AASHTO Standards) Paved 1 Dirt 2 Gravel 2 condition rating or 5 City s this relevant, because most roads are paved? City s there a process and/or crieteria for monitoring this? Maintenance Data and Trips to repair City s there a process for monitoring this? Maintenance trips? Satefy (3-5 Year crash data) Fatality 10 NMDOT data 5+ accidents accidents 6 0 accidents 0 Safety (perceived) Comments Safe 0 Unsafe 5 Structural (NMDOT) Sufficiency Rating Over 50 0 Sufficiency Rating Under No Structure 0 Through public comment? System for comment collection? NB Data Base Travel Demand Model 173 9

174 4/13/2016 Next Steps Stakeholder Group Continued support on future growth projections/ prioritization criteria. Review of the Draft LRTP Other Participants? Stakeholder or Public Outreach Questions?

175 175 NMDOT District 2 School District Eddy County Category City of Carlsbad Gwen Turner Ray Romero Georgia Goad Yvonne Basavilvazo Sherri chandler Jeff Patterson Eric Navarrete Anna Beason Patt Cass JoAnn Moore Stephanie Shumsky Tom Carlson Name Carlsbad Municipal Schools Director of Operations Public Works Director Carlsbad Road Manager General Services Director Planner Airport Manager GS Deputy Director of Planning seshumsky@cityofcarlsbadnm.com Director Matt Grush ADE Engineering Support Manager x2232 (575) Phone Matthew.Grush@state.nm.us Francisco.Sanchez@state.nm.us Ralph.Meeks@state.nm.us Don.Owen@carlsbad.k12.nm.us bmorris@co.eddy.nm.us gturner@co.eddy.nm.us rromero@co.eddy.nm.us (575) (575) 'yabasabilvazo@cityofcarlsbadnm.com' sechandler@cityofcarlsbadnm.com ggoad@cityofcarlsbadnm.com jepatterson@cityofcarlsbadnm.com ednavarrete@cityofcarlsbadnm.com jrmoore@cityofcarlsbadnm.com ambeason@cityofcarlsbadnm.com tfcarlson@cityofcarlsbadnm.com Manager Director of Public Works Project Administrator Title Francisco Sanchez Traffic Engineer Don Owen General Services Department William Morris Public Works Airport Planning Municipal Development Transit Planning, Engineering & Regulation Department Public Works Entity Stakeholder List - Carlsbad Long Range Transportation Plan 410 E. Derrick Road Suite 100 Carlsbad, NM Eddy County Administration Complex Suite 127, 101 W. Greene St. Carlsbad, NM Address

176 M E M O R A N D U M TO: DENSE WESTON FROM: KRSTEN WOODS BOHANNAN HUSTON, NC. DATE: JUNE 25, 2015 SUBJECT: Carlsbad Long Range Transportation Plan Outreach As part of the Long Range Transportation Planning effort, the project team conducted two public participation events. This was done in order to collect feedback from community members who use the roads every day. Folks living in town have an idea of the real problems on the roadways the potholes, the sidewalks and the problematic intersections. On June 25, 2015 three staff people presented the project to the public in a series of two mobile workshops held in Carlsbad. The team set up a station in front of Albertsons on North Canal St from 10:30 to 12:00, and then Walmart on South Canal from 2:00 to 3:30. The team put up a poster near where they were conducting interviews that displayed the questions being considered. The team provided cold water to the public, as well. They stood near the entrance and talked to people about transportation. The staff members asked passers-by about their experiences with transportation in general, roads, sidewalks and bike paths and asked for suggestions for specific improvement projects. The staff received just under 70 comments during the meeting. They took notes on comment cards, (attached). 176

177 Number Roadways Roadway mprovements Locations Bike and Pedestrian Transit Transportation System County Specific , going south They are all crappy! Enforcement is 2 needed on speed 3 Potholes Everywhere No need No Need 4 Canal St, Truchas Canal Street, Trucha - everywhere - off side streets. Vail Drive, Elm St, Need Sidewalks on Vail Dr and Elm St. Bicycle lanes would be good Weekend Transit needed. 5 Bike Lanes, Yes! Transit system is excellent. use it now and will use it more in the future. Horrible pothoels. Quay St has potholes. San Jose is under Stan Pipe Rd. Quay St. San construction so have to go to side 6 Jose. streets. Bicycle Lanes Good System 7 Lakeview Potholes. Lakeview - past river s bumpy. 8 Potholes Everywhere 9 Canal Tansel Rd, Shaw, maple, 10 Canal, Cherry lane Tansel Road is bumpy. There are potholes at Shaw and Maple Need bicycle facilities. see people near the golf course. They need facilities. Sidewalks everywehre. They need to be ADA compliant. Clients that ride, often late. Need bicycle paths, its very important. Right now you cant walk. t will attract new t is good, my kids have people. used it Need bikes in a safe spot off road. That is bicycle lanes down canal and Cerry lane and the Bridge. The Bike path along Canal needs to be fixed, its too dangerous for kids. Extend the path along Canal to Lak Avalon, extend it to Loving. No bikes on the road in Artesia, they would be on a path. Attract weekend visitors with a 5 mile loop th st. 12 Trucks from the WPP Site are speeding. There needs to be traffic control and enforcement, They are going too fast on South 11th street, they use through traffic. dirve right through the middle of town, no real problems. Bicycle Lanes - Yes. Very scary for drivers and bikes. Very impressed We don't have one. would use it for bars. t would be helpful to have a cab or bus that could take to the bar. 13 Wood St., Lea St. By Walmart take a left over the Railroad, Central (like wood street). Chapman, Jason Chapman, jason (residential for sidewalks). Bike on all, busier roads, near the river, National Prks highway. Outreach website needs major improvement. Detour for trucks, north side gas station and food for oil trucks so they don't have to come through town. Lea st. 14 don t live here, but drive through sometimes. just second what everyone else is saying. 15 North Thomas, Mesa St. Ticket people for parking on sidewalksthat s the #1 problem. N Thomas between Church St and Pierce are bad spots. There is a walking path by the river but it doesn t extend the whole length of the river. t would be cool if people could walk all the way to the acqueduct. Mesa St. has nice facilities. The Canal path has a problem where people drive their cars onto it. However, do liek that there is pavement on one side and dirt on teh other, that wat can use whichever want. Doggie bags would lso be helpful, along with signage. There should be education that encourages peopel to pick up after their dogs. There should also be educational programs for everyone about walking and biking. Split pathways for walker and bikers. t would be nice to have sidewalks on the hill on the way up to Living Desert State Park. People could use it for exercising and walking. People use Ocotillo trail and could make a loop with the trails. BLM Land has beautiful bike roads. You have to drive to them, though, tehre is no way to walk or bike tehre. t would be nice to have bike paths to teh La Cueva Trails. 16 Highway 31, South Highway 31 has speed bumps, South 11 has a soccer field that people drive too fast on. There should eb speed bumps in residential areas. Almost all the roads need imporvements because Trucks are ruining the roads. Yes, on all the roads. Doesn t use it. 177

178 Number Roadways Roadway mprovements Locations Bike and Pedestrian Transit Transportation System County Specific stay off Canal - that s a death trap. Canyon is really bad to get onto when traffic is coming from the south Y. The landscaping blocks your view of traffic turning left and right. Pierce St. is hard to get onto - go through N gate shopping. The light at Mesa and at Walgreens are not synched and are hard to get onto. avoid Canal. ts awful from 4 to 7. There need to be more lights at La Tienda and No Whiner Diner. There is no way to turn left out of the Canal, Canyon, Pierce, parking lot - have to go the wrong 18 Fiesta. way around to Fiesa. 19 Congestion by Walmart Bike lanes in general 20 Carlsbad to midland needs 4 lanes 'd use it if couldn t drive. My friends that are older use it. Carlsbad to midland needs 4 lanes Light rail that is mirrored after the 21 Light rail that is mirrored after the Phoenix system. t could go from Roswell to Carlsbad to Hobbs. Don't use it, maybe will when 'm old. Phoenix system. t could go from Roswell to Carlsbad to Hobbs. 22 Bypass for trucks, please! 23 Jal, Derrick Trucks, Jal Highway Callaway Bicycle Facilities Loving Highway, 128 Trucks and Diesels are ruining roads. Housing costs are going up, the rent 24 money is high. Love it- its excellent. 25 Canal Certain roads should be for trucks only. Get trucks off of local roads. Define road uses - Canal St is too congested! Derrik Rd, Old Cavern 26 Highway National Parks Highway 29 All roads 30 Pot holes everywhere. Road construction takes too long. t s too dangerous with all the trucks to go outside with kids or dogs. Derrick and Old Cavern are problematic - the driveway is covered, No need. No need. Need for a bike/ pedestrain trail up to Living Desert Garden. The roads near Mesa Grande Apartments need imporvement. What? No need No bike lanes necessary. would like to be able to walk more, however. Don t know about it or use it. 'm not too familiar with the town so im not sure, but verything seems fine. Everything s fine might use the bus 8th St. is really bumpy. Elma has pot 31 8th holes and the hill makes it hard. 4 lane is good between Carlsbd - Artesia. Stop Right at First and 32 1st, Hermosa Hermosa 33 Fix all the roadways No way! need my truck! 34 Lots of congestion - make the lanes wider! Synchronize the lights. Set Speed 35 limits for better traffic flow. 4-way stop on radio/boyd - needs a 36 Boyd bridge. National parks Highway, Road where the Bingo hall is, near Need more palces to ride a bike - would 37 Lea? allsups is really bad. ride. 38 Too many trucks thorugh town! 39 Youth want bike lanes! Too many trucks, too narrow roads, 40 condition of roads is bad. No wy, it's too dangerous! support the Bus 41 Too many trucks from Loving to Carlsbad! Fix the roads. Too many trucks from Loving to Carlsbad! is so so dangerous 31 is so so dangerous 43 Bypass for trucks please. Like the one in Roswell. 44 Need better roads to the oil pads - off the main roads. Need better roads to the oil pads - off the main roads. 45 County Roads need fixing 46 Awesome 47 Boyd, Radio, Stan Pipe 48 Would like to see transportation period. Fix potholes. No 49 Canal All roads, as well. Good the way it is Good the way it is , all 51 Riverside All, as well. Riverside Riverside needs sidewalks Doesn't take the bus 178

179 Number Roadways Roadway mprovements Locations Bike and Pedestrian Transit Transportation System County Specific 52 Thomason, Standpipe Thomason on outskirts Close to schools Drainiage first, too many trucks, it is 53 unsafe. Porter, Corrosco, Brantly Porter and Corrosco. Brantly and 54 and Grandy Grandy have potholes Old Cavern Highway, Old Cavern Highway, Derrick Rd. 55 Derrick Road. Bike Lane Quality of Roads and Drainage. Mesa - Pavement is bad and it floods. They call it Canal for a reason, because it 56 Mesa, Canal floods. would bike if there were a lane. 57 don't drive yet. My dad drives me. Pretty much the whole ciy has pot 58 holes. Nothin in particular. End of Thomason Road where they did the detour is full of Pot Holes. Old Cavern was closed and the 59 Thomason Rd., Old Cavern detour was really bad. Needs to improve service, price reductions to accommodate lowincome residents. Needs to go out farther No comment, don't use it. Would not really use a bus. don't want to take the bus. We have transit (our cars). hope don't need a bus, That would mean don t have my truck! 60 Old Cavern Highway, 61 Standpipe, Boyd 62 Canal, La Huerta like Mesquite, ts perfect now. t takes too long to do anything. don't drive because 'm epileptic. N Canal at the Y, all the way to La Huerta - its hard on my car. 63 Pot Holes all over walk on the road because sidewalks are uneven. walk towards traffic. don't want to ge thit like my friend Rebeccah did. Hse got hit by a car in front of El Rey. Down the Main Streets and with more frequency. Sometimes feel like might as well walk. Nothing wrong. The schedule is hard The way people drive, lack of signals. t gets congested with trucks in front of walmart. have heard about a bypass and that would help a lot. 64 Buck Jackson, Buck Jackson - Poor quality. n a few months we went from 50 mph to 25 mph. Popped tires happen daily. My neighborhood is decent. don t have much time to hang out. Lots of folks are from Cities, am from Chicago, Lots of people, no and would take it if it capacity. Congestion existed. Lots of carpooling and backups, light times and meeting at parking are not ready for traffic - lots. light timing is off. 179

180 4/13/2016 Carlsbad Long Range Transportation Plan November 2015 ntroduction Denise Weston Project Manager Kristen Woods Planner Greg Maynard Geospatial Analyst 180 1

181 4/13/2016 Agenda Goals and Objectives Outreach Plan Development Prioritization Process Live Example Discussion Goals and Objectives Consider the needs of pedestrians and bicyclists Provide transit opportunities Encourage and support regional coordination mprove safety Enhance connectivity and efficiency mprove roadway maintenance process Develop City policies to support the expansion and maintenance of the transportation system 181 2

182 4/13/2016 Public Outreach Effort included a paper survey taken at Albertsons and Wal-Mart for a few hours each. Our team simply asked people their opinions about transportation in the City and County. The questions to the right were answered by residents during a short interview. Public Outreach Approximately 70 Responses Road condition Road maintenance Trucks causing damage Safety due to trucks Location of truck traffic Desire for ADA facilities Desire for bicycle facilities/trails 182 3

183 4/13/2016 Plan Development Existing Conditions Public Outreach Establish Regional ssues ntegrate NMDOT Carlsbad TNS Prioritization process pilot project Plan is 95% complete to be delivered for review after today s comments ntegration of NMDOT Transportation Network Study NMDOT Carlsbad Transportation Network Study includes major roadway network in Carlsbad The following data was included in the Plan: Traffic Counts Crash Analysis Volume/Capacity Flows 183 4

184 4/13/2016 ntegration of NMDOT Transportation Network Study High-level data nforms decision-making Validates current issues dentifies future issues Prioritization Process Data collection Quantitative and qualitative GS data base and manual Existing and future Benefit from updates Criteria established for scoring Determined by stakeholder group Provide relative comparison Validation for decision-making 184 5

185 4/13/2016 Roadway Type Roadway Condition Prioritization Process Carlsbad Long Range Transportation Plan - Spreadsheet for Data Scoring / Prioritization Process Rating Score Data Source City - Public Works - GS Paved 3 Un-paved 6 City - Pavement Management - GS condition rating 0-10 Safety (AASHTO Standards) 0 or 10 Safety (3-5 Year crash data) Fatality 8 5+ accidents accidents 4 0 accidents 0 Structural (NMDOT) Sufficiency Rating Over 70 0 Sufficiency Rating Under No Structure 0 Land Use (zoning) Residential - Current 8 Commercial / ndustrial - Current 6 Educational/ Community Facility/ Medical - current 10 Land Use PROPOSED Residential - Proposed 2 City - Field Visit - Manual NMDOT data - GS NB Data Base - GS City - Zoning - GS City - Manual Data Criteria Sources Scoring Funding Source Available AADT Public Support Commercial / ndustrial - Proposed 2 Educational / Community Facility / Mediacal - Proposed 4 Funding Source dentified 10 No funding Source AADT AADT AADT AADT Comments comments comments 2 City - Manual NMDOT TMS Data - GS City- Comments/ Support - Manual Prioritization Process 185 6

186 4/13/2016 Prioritization Process Pilot Project Collection of Roads for Pilot Project Texas St Davis St Church St Algerita St Mesa St 6 th St Caviness St CP roads and 2 additional roads to calibrate Multiple segments Prioritization Process Study Area Map Schools Parks Medical Facilities 186 7

187 4/13/2016 Prioritization Process Accident data collected Cumulative 3 year data Requires regular updates Prioritization Process National Bridge nventory 2014 data Requires updates 187 8

188 4/13/2016 Prioritization Process Zoning and Land Use City GS data Property ownership details Received score based on use adjacent to the roadway Highest score was given for zoning/use along the roadway segment Prioritization Process - Results 188 9

189 4/13/2016 Prioritization Process Pilot Project Results Church Street 3 segments Highest score 6th Street 1 segment Next highest score Prioritization Process - Recommendations Establish data collection process Regular updates of GS data base Establish criteria for roadway segments in GS data base Create Road Ds Minimize confusion over names Add ADA compliance as criteria Complete a bi-annual or annual review of a collection of roadways to inform the decisionmaking process

190 4/13/2016 Live Example Discussion

191 Entity Name Title Contact nformation Present? City of Carlsbad City of Carlsbad Long Range Transportation Plan Presentation on the Plan November 17th, 2015 Sign n Sheet Executive Public Works Planning, Engineering & Regulation Department Stephanie Shumsky Director seshumsky@cityofcarlsbadnm.com Tom Carlson Director of Public Works tfcarlson@cityofcarlsbadnm.com Jeff Patterson Director of Planning jepatterson@cityofcarlsbadnm.com Jason Burns Projects Coordinator jcburns@cityofcarlsbadnm.com Heather Roy GS Technician hnroy@cityofcarlsbadnm.com Bohannon Huston Denise Weston Vice President dweston@bhinc.com 191 Greg Maynard Geospatial Analyst gmaynard@bhinc.com Kristen Wood Planner kwoods@bhinc.com

192 TECHNCAL M E M O R A N D U M TO: CTY OF CARLSBAD FROM: KRSTEN WOODS BOHANNAN HUSTON, NC. DATE: DEC 3, 2015 RE: Carlsbad Long Range Transportation Plan Presentation Summary: On December 3, 2015 Bohannan Huston staff presented their research in developing the Carlsbad Long Range Transportation Plan. The team also presented the Draft version of the Plan to City staff in the Planning Meeting Room. Denise Weston also discussed the Prioritization Process that was developed by Bohannan Huston staff. The City of Carlsbad staff in attendance asked 9 questions and received a Draft Plan to review. Staff asked questions about The meeting summary is included below, with responses below in italics: The Census and count data used in the NMDOT study was outdated and inaccurate. o The data used came from BBER and New Mexico Department of Workforce Solutions. This data is validated and acceptable data that can be used for Federal or state decision making processes. f you do not feel comfortable using these numbers in your plan please let us know. Did the O/D study/ counts look at all types of trucks? Did it include semi-trucks? Did it include pick-ups? o The truck designation was based on axels. Every three years a company comes in and rates pavement condition in a van. They look at pot holes, curb and gutter, possible sign locations, ADA amenities. This happened this year, about 6 months ago, and the results will be released soon. The data used for this study is the three-yearold data. o That data can easily be incorporated. The GS system is bad because it breaks the roads up, which is hard to work with. o That is a good point! We can work with Heather Roy to resolve inappropriate breaks in roadways and the Plan recommends developing parameters for roadway sequencing. Sometimes the information from the spreadsheet comes from staff knowledge of how things were done, how they need to be managed and details on pavement locations and times. o Pavement Management and Segmentation could be part of the Prioritization Process. What does it mean when a bridge is functionally obsolete? o t is based on sufficiency rating of 50 or 70. The NMDOT comes in and inspects all bridges and gives us a rating. However, almost all bridges in the US are functionally obsolete. Doesn t NMDOT have a responsibility to repair bridges? o NMDOT has the responsibility to repair their own bridges. 192