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Home My WebLink About029125 ORD - 07/12/2011AN ORDINANCE AMENDING THE UNIFIED DEVELOPMENT CODE BY REPLACING TABLES 1.10.5 AND 4.1.1 IN THEIR ENTIRETY, ADDING A PROVISION TO THE DEFINITION OF A DWELLING, REVISING THE LANDMARK COMMISSION VOTE REQUIREMENT AT SUBSECTION 3.16.2.8.1, AMENDING A PORTION OF TABLE 7.2.2.B. REGARDING INDOOR RECREATION, AND AMENDING THE URBAN TRANSPORTATION PLAN DESIGN CRITERIA MANUAL, APPENDIX TO UDC ARTICLE 8, BY INSERTING REVISED FIGURES 1A AND 3 THROUGH 13; PROVIDING FOR SEVERANCE; PROVIDING FOR PUBLICATION; PROVIDING FOR AN EFFECTIVE DATE AND PROVIDING FOR PENALTIES. WHEREAS, the Planning Commission has forwarded to the City Council its reports and recommendations concerning the amendments to the Corpus Christi, Texas Unified Development Code (the "Unified Development Code"); and WHEREAS, with proper notice to the public, public hearings were held on Wednesday June 22, 2011, during a meeting of the Planning Commission, and on Tuesday, June 28, 2011 during a meeting of the City Council, in the Council Chambers, at City Hall, in the City of Corpus Christi, during which all interested persons were allowed to appear and be heard; and WHEREAS, the City Council has determined that this amendment would best serve public health, necessity, convenience and the general welfare of the City of Corpus Christi and its citizens. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS, THAT: SECTION 1. Table 1.10.5, providing existing and new zoning district names, is replaced in its entirety with the following: Table 1.10.5 F xistit!Zoning, District•Name g New Zornng';DistrictN4me Residential Districts FR Farm -Rural FR Farm Rural RE Residential Estate RE Residential Estate RA One -Family Dwelling RS -15 Single -Family 15 R -1A One -Family Dwelling RS -10 Single -Family 10 R-1 B One -Family Dwelling RS -6 Single -Family 6 R -1C One -Family Dwelling RS -4.5 Single -Family 4.5 R-TH Townhouse Dwelling RS-TH Townhouse R-2 Multiple Dwelling RS -TF Two -Family H;1LEG-DIRISharedhLEGAL-DEV.SVCS\UDC Project\Text Amendments16-22-11UDC Text Amendments.D WBFinal.dOCx 029125 INDEXED EExistmg ej:iing' (strict,Na Nem 'i of District N' am A-1 Apartment House RM -1 Multifamily 1 A -1A Apartment House RM -2 Multifamily 2 A-2 Apartment House RM -3 Multifamily 3 AT Apartment Tourist RM -AT Multifamily AT T-1 B Manufactured Home Park T -1C Manufactured Home Sub- division RMH Manufactured Home ® e..® _ :�� , -. a A , 1 .�° �P � .::;, AB Professional Office ON Office B-1 Neighborhood Business CN -1 Neighborhood Commercial B -1A Neighborhood Business CN -2 _ Neighborhood Commercial B-2 Bayfront Business CR -1 Resort Commercial B -2A Barrier Island Business CR -2 Resort Commercial BD Corpus Christi Beach Design CR -3 Resort Commercial B-3 Business & General Business CG -1 General Commercial B-4 Business & General Business CG -2 General Commercial B-5 Primary Business CI Intensive Commercial B-6 Primary Business Core CBD Downtown Commercial 1-1 Limited Industrial BP _ Business Park 1-2 Light industrial IL Light Industrial 1-3 Heavy Industrial IH Heavy Industrial T 1A Travel Trailer Park RV Recreational Vehicle Park / a y3 �il l �fh�C P 14 � 1 t.? f �,� p, L f 4 ' R . �'!�-- } /yy�� Y ' 3.7d. 5:"' A ' S5 .' '.3a kY Y , ,.a 1 k _ 1t+'�hfx _ �:w+*-'JY Cil }4�Sihy+> ?'.£.. „AT. n r 1 ,{t Y `f j[t c- §r PUD -1 and PUD -2, Planned Unit Development -PUD . ... aYk Planned Unit Dev. Overlay HC, HC -I, HC -II, HC -III, HC -IV, HC -F, HC -A Historic Overlay -H Historic Overlay SP Special Permit -SP Special Permit -10 Island Overlay -10 Island Overlay -CH Cottage Housing -CH Cottage Housing SECTION 2. The definition of dwelling at Section 1.11.3 is revised to read as follows: "1.11.3 Defined Terms "Dwelling: A building designed or used for residential occupancy, including a single- family detached house, zero lot line house, traditional house, semi -attached house, manufactured home, two-family house, townhouse and apartment. Overnight accommodations as described in Subsection 5.1.4 shall not be considered dwelling units. Single-family residential dwelling units shall only have one meter per utility; an additional meter shall be allowed only for agricultural/irrigation uses.” H:1LEG-D[R\SharedlLEGAL-DEV.SVCSIUDC Project\Text Amendments16-22-11UDC Text Amendments.DWBFinal.docx Page 2 SECTION 3. Subsection 3.16.2.B.1, providing for Landmark Commission final action in the review process regarding the certificate of appropriateness for demolition, is revised to read as follows: "B. Landmark Commission Final Action 1. Following notice in accordance with Subsection 3.1.7, the Landmark Commission shall hold a public hearing and approve, approve with conditions, or deny the certificate of appropriateness for demolition. Any action taken by the Landmark Commission to demolish, change the exterior of or remove property on the preservation plan shall require a favorable vote of at least t ftee a majority of the Landmark Commission members." SECTION 4. Table 4.1.1, entitled Zoning Districts, is replaced in its entirety with the following: Table 4.1.1 Zoning Districts Base Zoning Districts Residential Districts' FR Farm -Rural RE Residential Estate RS -15 Single -Family 15 RS -10 Single -Family 10 RS -6 Single -Family 6 RS -4.5 Single -Family 4.5 RS-TH Townhouse RS -TF Two -Family RM -1 Multifamily 1 RM -2 Multifamily 2 RM -3 Multifamily 3 RM -AT Multifamily AT RM -H Manufactured Home NaKest dentiai= Districts CN. -1 Neighborhood Commercial CN -2 Neighborhood Commercial (Limited) ON Office CR -1 Resort Commercial (Bayfront) CR -2 Resort Commercial {Barrier Island) CR -3 Resort Commercial (Corpus Christi Beach) CG -1 General Commercial Existing Designation FR RE RA R -1A R -1B R -1C R-TH R-2 A-1 A -1A A-2 AT T1 -B and T1 -C B-1 B -1A AB B-2 B -2A BD B-3 H:1LEG-DiR\Shared\LEGAL-DEV.SVCSIUDC Project\Text Amendments16-22-11UDC Text Amendments.DWBFinal.docx Page 3 (Limited) CG -2 General Commercial CI Intensive Commercial CBD Downtown Commercial BP Business Park IL Light Industrial IH Heavy Industrial RV Recreational Vehicle Park Special Districts -PUD Planned Unit Dev. Overlay -H Historic Overlay -SP Special Permit -10 Island Overlay -CH Cottage Housing B-4 B-5 B-6 1-1 1-2 1-3 T-1 A PUD- 1 and PUD -2 HC, HC -I, HC -1I, HC -111, HC -1V, HC -F, and HC -A -SP - 10 - CH SECTION 5. Table 7.2.2.B, entitled Parking Ratios, is amended by dividing into two sections the portion of the Table which provides for indoor recreation, as follows: Commercial :Uses Indoor Recreation [5.1.4.B] Bowling alley 5.6 per lane All other uses 1 per 100 SF SECTION 6. The Urban Transportation Plan Design Criteria Manual which is an Appendix to Article 8, is amended by replacing the figures listed below with the attached figures of the same name found at Exhibit A of this ordinance. FIGURE 1A: LOCAL STREET SECTIONS FIGURE 3: C-1 RESIDENTIAL COLLECTOR FIGURE 4: C-2 SECONDARY COLLECTOR FIGURE 5: C -3A PRIMARY COLLECTOR FIGURE 6: C -3B PRIMARY COLLECTOR FIGURE 7: P-1 PARKWAY FIGURE 8: A-1 MINOR ARTERIAL FIGURE 9: A-2 SECONDARY ARTERIAL FIGURE 10: A-3 PRIMARY ARTERIAL FIGURE 11: RA -1 RURAL ARTERIAL FIGURE 12: RA -2 SECONDARY RURAL ARTERIAL FIGURE 13: RA -3 PRIMARY RURAL ARTERIAL SECTION 7. The Unified Development Code text, approved and to be effective July 1, 2011, remains as previously approved, except as changed by this ordinance. H:1LEG-DIR\Shared\LEGAL-DEV.SVCSIUDC Project\Text Amendments16-22-11UDC Text Amendments.DWBFinai.docx Page 4 SECTION 8. If, for any reason, any section, paragraph, subdivision, clause, phrase, word, or provision of this ordinance shall be held invalid or unconstitutional by final judgment of a court of competent jurisdiction, it shall not affect any other section, paragraph, subdivision, clause, phrase, word, or provision of this ordinance, for it is the definite intent of this City Council that every section, paragraph, subdivision, clause, phrase, word, or provision hereof be given full force and effect for its purpose. SECTION 9. Publication of this ordinance shall be made in the official publication of the City of Corpus Christi, as required by the City Charter of the City of Corpus Christi, Texas. After said publication this ordinance shall be in full force and effect. SECTION 10. Upon said ordinance becoming effective, a violation of this ordinance or the requirements implemented under this ordinance constitutes an offense punishable as provided in Section 1.10.1 and/or Article 10 of the Unified Development Code. Signatures at next page. H:1LEG-DIR1Shared\LEGAL-DEV.SVCSIUDC Project\Text Amendments16-22-11UDC Text Amendments.DWBFinal.docx Page 5 The foregoin ordinance was read for the first time and passed to its second reading on this the oZ day of , 2011, by the following vote: Joe Adame Chris N. Adler Larry R. Elizondo, Sr. Kevin Kieschnick Priscilla Leal David Loeb John E. Marez Nelda Martinez Mark Scott The fegoing ordinanc was read for the second time and passed finally on this the 42.7-- day ofd , 2011, by the following vote: Joe Adame Chris N. Adler Larry R. Elizondo, Sr. Kevin Kieschnick Priscilla Leal Abseid- David Loeb John E. Marez Nelda Martinez Mark Scott PASSED AND APPROVED this the I_T_day of ATTEST: , 2011. Armando Chapa Joe Adtime City Secretary Mayor APPROVED as to form: This 23rd day of June, 2011: eborah Wather Bro Assistant City Attorn For City Attorney 14:1LEG-DIR1Shared\LEGAL-DEV.SVCS\UDC Project\Text Amendments16-22-11UDC Text Amendments.DWBFina1.docx Page 6 029125 Article 8: Subdivision Design and Improvements FIGURE lA : LOCAL STREET SECTIONS FIGURE _: TYPICAL LOCAL STREET R.O.W. VARIES SACK TO BACK 2% SLOPE •v 1.5' HMAC 2% MIN. 2% MIN. 1' 2% SLOPE iiiiiiriliiiiirilio.»iii�uiiiiio�i�riiiriiiizzzzziiiiriii.... yrs �T rrrrrrrrrrr�r�`rrrrrrrrrrrrrr`wrrroorrrrrorrr��r�irrroror�r'\rororrrrrrro 8" LIME TREATED SUBGRAOE r FLEXIBLE BASE 50' RIGHT OFWAY za' eta( 10 act: 4' 1' a 14' 14" ATER STORM SEWN L. SANITARY UNDER PAVEMENT L -1A TWO WAY Corpus Christi Urban Transportation Design Criteria Manual February 23, 2011 Page 470 I CL I —1 1---1- W I I 11 )- Io I Li 1 m TWO WAY t. I ; 1 I I 1 I 1 I 1' a 14' 14" ATER STORM SEWN L. SANITARY UNDER PAVEMENT L -1A TWO WAY Corpus Christi Urban Transportation Design Criteria Manual February 23, 2011 Page 470 Article 8: Subdivision Design and Improvements FIGURE 3: C-1 RESIDENTIAL COLLECTOR 1d' 40' RACK TO RACK 14' 4' $' a' 11. 11' PARKINS 2Z SLOPE 21# MIN. LI 2° Roc 2X MJN PARKING ��/i,�rr it rrrrrrfrirrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrxriririrrrrrrrr �irrrrrr�rrrrrrriri}ter}fri�rr/r��ir� a" LIME 'TREATED SUBGRAFIE Functional Designation: Right -of -Way: Street Width: Desirable ADT Range: Paving Section: Design Speed: Length: On -Street Parking: Widening: Horizontal Curve Radius: Water/Sanitary Sewer r FLEXIBLE IMSE Urban Transportation Plan C-1 60 -feet 40 foot back -of -curb to back -of -curb 500 to 3,000 vehicles per day Design based on site specific Geotechnical Testing and Engineering analysis. 25 mph, 30 mph Less than 1 -mile Yes Widening at collector or arterial intersections may be required as needed. Minimum 300 foot centerline radius for normal crown. To be located between back of curb and right-of-way line Corpus Christi Urban Transportation Design Criteria Manual ,SIDEWALK` 2!f SLOPE February 23, 2011 Page 479 Article 8: Subdivision Design and improvements 12' $ fbE1NhLK w~ 2R SLOPE FIGURE 4: C-2 SECONDARY COLLECTOR 13.5' 65' RAW. 41' WOK TO SACK 14 A x* HIM 7.1 MIN. 2% MIN. Functional Designation: Right -of -Way: Street Width: Desirable ADT Range: Paving Section: Design Speed: Length: On -Street Parking: Widening: 10' uME TREATED $LIBGRADE Horizontal Curve Radius: Residential Driveway: Utility Easements: Bikeway: Water/Sanitary Sewer 12' 6' 3 SIQ�ENALR 2% SLOPE S` FLEAELE MISE Urban Transportation Plan C-2 Minimum 65 feet, alternative 73 feet* 41 feet back -of -curb to back -of -curb 3,000 to 7,500 vehicles per day Design based on site specific Geotechnical Testing and Engineering analysis. 30 mph, 35 mph 1 to 2 miles Parking restricted at all times Widening at collector and arterial intersections to provide separate right turn lanes and mid -block widening for deceleration lanes as necessary. Minimum 450 foot centerline radius with normal crown Prohibited May be required, if justified by the adopted Master Plan and applicable Engineering Design Standards. Widening may be required if the street is designated as a bikeway on the City's Bicycle and Pedestrian Plan. To be located between back of curb and right-of-way line * Note: The 73 foot right of way may provide for two 4 foot paved bicycle lanes (5.5 -ft to face of curb). Corpus Christi Urban Transportation Design Criteria Manual February 23, 2011 Page 480 Article 8: Subdivision Design and Improvements FIGURE 5: C -3A PRIMARY COLLECTOR 75' ROW 12. 50' BACK TO BACK 12.5' 5' SOETVAK,K 11.5` 5' 20 SLOPE 20 MIN. 2' MAC 2f�1 IN. SIDEWALK 20 SLOPE Functional Designation: Right -of -Way: Street Width: Typical ADT Range: Paving Section: Length: On -Street Parking: Widening: Horizontal Curve Radius: Residential Driveway: Utility Easements: Bikeway: Water/Sanitary Sewer 12" LME TREATED 5050 10- FLEXIBLE 845E Urban Transportation Plan C -3A Minimum 74 feet, alternative 82 feet* 50 feet back -of -curb to back -of -curb 2,500 to 14,000 vehicles per day Design based on site specific Geotechnical Testing and Engineering analysis. 2 to 4 miles Parking restricted at all times Widening at collector and arterial intersections to provide separate right turn lanes and mid -block widening for deceleration lanes as necessary. Minimum 600 foot centerline radius with normal crown Prohibited May be required, if justified by the adopted Master Plan and applicable Engineering Design Standards. Widening may be required if the street is designated as a bikeway on the City's Bicycle and Pedestrian Plan. To be located between back of curb and right-of-way line * Note: 82 -foot right of way may provide for two 4 foot paved bicycle lanes (5.5 ft to face of curb). Corpus Christi Urban Transportation Design Criteria Manual February 23, 2011 Page 481 r Article 8: Subdivision Design and Improvements FIGURE 6: C -3B PRIMARY COLLECTOR* ao' Ro.# 1' r 5' .► —PI SUMO 14' 52' %OK 10 MCR 14' 2% SLOPE 8' .. 12,5' 12,5' 2' HNdC 4- 12' -sa1Cr ru 25' 12,5' 12,5' 2%IH. 2R Mkeidilr/ ``�`‘AliV/�W��`�`i�`?;i,.....////////,// 12' LME 15EA1EU sup,a Functional Designation: Right -of -Way: Street Width: Typical ADT Range: Paving Section: Design Speed: Length: On -Street Parking: Widening: Horizontal Curve Radius: Residential Driveway: Utility Easements: Bikeway: Water/Sanitary Sewer 2. RAC 12' FLIMLE BASE B' Urban Transportation Plan C -3B Minimum 87 feet, alternative 95 feet`* 58 feet back -of -curb to back -of -curb 2,500 to 14,000 vehicles per day Design based on site specific Geotechnical Testing and Engineering analysis. 30 mph, 35 mph, 40 mph 2 to 4 miles Parking restricted at all times Widening at collector and arterial intersections to provide separate right turn lanes and mid -block widening for deceleration lanes as necessary. Minimum 600 foot centerline radius with normal crown Prohibited May be required, if justified by the adopted Master Plan and applicable Engineering Design Standards Widening may be required if the street is designated as a bikeway on the City's Bicycle and Pedestrian Plan. To be located between back of curb and right-of-way line * Note: If section is mandated by the City. the City is responsible for median maintenance. **Note: 95 -foot right of way may provide for two 4 foot paved bicycle lanes (5.5 ft to face of curb). Corpus Christi Urban Transportation Design Criteria Manual 2X SLOPE February 23, 2011 Page 482 r Article 8: Subdivision Design and Improvements FIGURE 7: P-1 PARKWAY Ad' ROA 14' 5' SIRE" 1' 2% SLOPE 40' BACK TO BACK 9' PARKIN ■ 11' 11' 2PS MIH 2• HMAO 2A IAN, 9' PARKING , VARIES 5' RN. 10" UNE TREATED SOME Functional Designation: Right -of -Way: Street Width: Typical ADT Range: Paving Section: Design Speed: Length: Sidewalk: B' E1DIIDIE BASE PB' AIME $BIKE TRAIL VARIES I' 6U1L Urban Transportation Plan P-1 80 feet 40 feet back -of -curb to back -of -curb 500 to 3,000 vehicles per day Design based on site specific Geotechnical Testing and Engineering analysis. 35 MPH (restricted to 30 MPH or less) 1 - 10 miles On house side: 5 -ft width, separated from street curb with 4 —to 8 foot grass strip; on natural view side: minimum 8 -ft meandering hike -and -bike trail with minimum 5 -foot separation from street curb On -Street Parking: Yes* Widening: Widening at arterial streets to provide separate right turn and left turn lanes Horizontal Curve Radius: Residential Driveway: Utility Easements: Minimum 600 foot centerline radius with normal crown Prohibited May be required, if justified by the adopted Master Plan and applicable Engineering Design Standards Water/Sanitary Sewer To be located between back of curb and right-of-way line * Note: In certain circumstances, the City may elect to prohibit curbside parking along the natural view side of the street to allow for a dedicated and marked on -street bicycle lane on each side of the street. On the residential side of the street a dedicated bicycle lane would be provided between the parking lane and travel lane. Provision of bicycle lanes would be designated on the Master Bicycle Plan as an official bicycle route. Corpus Christi Urban Transportation Design Criteria Manual February 23, 2011 Page 483 Article 8: Subdivision Design and Improvements 15.5 FIGURE 8: A-1 MINOR ARTERIAL 64' 15.5 / / 4 Lanes with Continuous Left Turn Lane / 5' 5' J 13.5' / 11.5' I 14' 11.5' 13.5' 7 5' 5' .,,,,r/ 1' / // / 7 95' R.O.W 7// /j / 1' Functional Designation: Right -of -Way: Street Width: Typical ADT Range: Paving Section: Urban Transportation Plan A-1 95 feet 64 feet back -of -curb to back -of -curb to provide four lanes plus a continuous center turn lane 10,000 - 24,000 vehicles per day Design based on site specific Geotechnical Testing and Engineering analysis. Design Speed: 35 - 45 mph Length: Less than 5 miles On -Street Parking: Parking restricted at all times Widening: Widening at collector or higher street type intersections for single or double right and left turn lanes, and mid -block deceleration lanes as necessary. Horizontal Curve Radius: Minimum 750 foot centerline radius with normal crown Residential Driveway: Prohibited Utility Easements: Bikeway: Water/Sanitary Sewer May be required, if justified by the adopted Master Plan and applicable Engineering Design Standards. Widening may be required if the street is designated as a bikeway on the City's Bicycle and Pedestrian Plan. Bikeways shall meet AASHTO standards. To be located between back of curb and right-of-way line Corpus Christi Urban Transportation Design Criteria Manual February 23, 2011 Page 484 Article 8: Subdivision Design and Improvements 15 FIGURE 9: A-2 SECONDARY ARTERIAL 70' 15 f Median L. r 5' , 9' 13.5' 13.5' i_ 1 16' 13.5' 13.5' 9' ' / 5' ,,,. ../ 1' / / / / / 100' R.o.w r' /,r 1' Functional Designation: Right -of -Way: Street Width: Typical ADT Range: Paving Section: Design Speed: Length: On -Street Parking: Widening: Horizontal Curve Radius: Residential Driveway: Utility Easements: Bikeway: Water/Sanitary Sewer "Mid -block median openings classification and above and Urban Transportation Plan A2 100 feet 70 feet back -of -curb to back -of -curb with median* 16,000 - 26,500 vehicles per day Design based on site specific Geotechnical Testing and Engineering analysis. 35-45 mph Less than 5 miles Parking restricted at all times Widening at collector or higher street type intersections for single or double right and left turn lanes, and mid -block deceleration lanes as necessary. Minimum 900 foot centerline radius with normal crown Prohibited May be required, if justified by the adopted Master Plan and applicable Engineering Design Standards. Widening may be required if the street is designated as a bikeway on the City's Bicycle and Pedestrian Plan._Bikeways shall meet AASHTO standards. To be located between back of curb and right-of-way line shall be provided with left turn channelization at intersecting streets having Cl functional at non -intersection median openings at minimum 1,000 -ft spacing. If section is mandated by Corpus Christi Urban Transportation Design Criteria Manual February 23, 2011 Page 485 Article 8: Subdivision Design and Improvements the City, the City is responsible for median maintenance. 17.5 FIGURE 10: A-3 PRIMARY ARTERIAL 95' 17.5 Functional Designation: Right -of -Way: Street Width: Typical ADT Range: Paving Section: Design Speed: Length: On -Street Parking: Intersection Widening: Horizontal Curve Radius: Utility Placement: Residential Driveway: Utility Easements: Bikeway: Water/Sanitary Sewer Urban Transportation Plan A3 130 feet 95 feet back -of -curb to back -of -curb with median* 25,000 - 36,000 vehicles per day Design based on site specific Geotechnical Testing and Engineering analysis. 45-55 mph 5 miles or greater Parking restricted at all times Widening at collector or higher street type intersections for single or double right and left turn lanes, and mid -block deceleration lanes as necessary. Minimum 900 foot centerline radius with normal crown Behind back of curb only. Prohibited May be required, if justified by the adopted Master Plan and applicable Engineering Design Standards. Widening may be required if the street is designated as a bikeway on the City's Bicycle and Pedestrian Plan. Bikeways shall meet AASHTO standards. To be located between back of curb and right-of-way line *Mid -block median openings shall be provided with left turn channelization at intersecting streets having C1 functional classification and above and at non -intersection median openings at minimum 1,000 -ft spacing. If section is mandated by the City, the City is responsible for median maintenance. Corpus Christi Urban Transportation Design Criteria Manual February 23, 2011 Page 486 Median 5' 5' 13.5' 12' 14' 1 16' 14' 12' 13.5' 5' 5' 1' 139' R.O.W /moi 7 1' Functional Designation: Right -of -Way: Street Width: Typical ADT Range: Paving Section: Design Speed: Length: On -Street Parking: Intersection Widening: Horizontal Curve Radius: Utility Placement: Residential Driveway: Utility Easements: Bikeway: Water/Sanitary Sewer Urban Transportation Plan A3 130 feet 95 feet back -of -curb to back -of -curb with median* 25,000 - 36,000 vehicles per day Design based on site specific Geotechnical Testing and Engineering analysis. 45-55 mph 5 miles or greater Parking restricted at all times Widening at collector or higher street type intersections for single or double right and left turn lanes, and mid -block deceleration lanes as necessary. Minimum 900 foot centerline radius with normal crown Behind back of curb only. Prohibited May be required, if justified by the adopted Master Plan and applicable Engineering Design Standards. Widening may be required if the street is designated as a bikeway on the City's Bicycle and Pedestrian Plan. Bikeways shall meet AASHTO standards. To be located between back of curb and right-of-way line *Mid -block median openings shall be provided with left turn channelization at intersecting streets having C1 functional classification and above and at non -intersection median openings at minimum 1,000 -ft spacing. If section is mandated by the City, the City is responsible for median maintenance. Corpus Christi Urban Transportation Design Criteria Manual February 23, 2011 Page 486 Article 8: Subdivision Design and Improvements FIGURE 11: RA -1 RURAL ARTERIAL V -Ditch 28' 10' 12' 44' Thru lane 12' 10' V -Ditch 28' Should,r 100' R.O.W Shoulder Functional Designation: Right -of -Way: Street Width: Typical ADT Range: Paving Section: Design Speed: Length: On -Street Parking: Widening: Horizontal Curve Radius: Residential Driveway: Utility Easements: Bikeway: Water/Sanitary Sewer Urban Transportation Plan RA1 100 -feet 44 feet to provide two lanes with shoulders 10,000 - 15,000 vehicles per day Design based on site specific Geotechnical Testing and Engineering analysis. over 50 mph Five miles and greater Parking restricted at all times Widening at collector or higher street type intersections for single or double right and left turn lanes, and mid -block deceleration lanes as necessary. TxDOT Standard Prohibited May be required, if justified by the adopted Master Plan and applicable Engineering Design Standards. Widening may be required if the street is designated as a bikeway on the City's Bicycle and Pedestrian Plan. Bikeways shall meet AASHTO standards. To be located between back of curb and right-of- way line Corpus Christi Urban Transportation Design Criteria Manual February 23, 2011 Page 487 Article 8: Subdivision Design and Improvements FIGURE 12: RA -2 SECONDARY RURAL ARTERIAL V -Ditch 43' 44' 10 12' 12' 10' V -Ditch 43' shourd r 130' R.O.W Shoulder Functional Designation: Right -of -Way: Street Width: Typical ADT Range: Paving Section: Design Speed: Length: On -Street Parking: Widening: Horizontal Curve Radius: Residential Driveway: Utility Easements: Water/Sanitary Sewer Bikeway: Urban Transportation Plan RA2 130 feet 44 feet to provide four lanes 20,000 - 30,000 vehicles per day Design based on site specific Geotechnical Testing and Engineering analysis. over 50 mph Five miles and greater Parking restricted at all times Widening at collector or higher street type intersections for single or double right and left turn lanes, and mid -block deceleration lanes as necessary. TxDOT Standard Prohibited May be required, if justified by the adopted Master Plan and applicable Engineering Design Standards. To be located between back of curb and right-of- way line Widening may be required if the street is designated as a bikeway on the City's Bicycle and Pedestrian Plan. Bikeways shall meet AASHTO standards. Corpus Christi Urban Transportation Design Criteria Manual February 23, 2011 Page 488 Article 8: Subdivision Design and Improvements V -Ditch 48' FIGURE 13: RA -3 PRIMARY RURAL ARTERIAL 38' 68' 38' Thru lanes 34' Grass Median V -Ditch 120 34' Thru lanes 4' 12' 12' 10' 120' V -Ditch 48' 240' R.O.W. Functional Designation: Right -of -Way: Street Width: Typical ADT Range: Paving Section: Design Speed: Length: On -Street Parking: Widening: Horizontal Curve Radius: Residential Driveway: Utility Easements: Water/Sanitary Sewer Bikeway: Urban Transportation Plan RA3 240 -feet 76 -feet to provide four lanes, grass median and two shoulders 25,000 - 35,000 vehicles per day Design based on site specific Geotechnical Testing and Engineering analysis. over 50 mph Five miles and greater Parking restricted at all times Widening at collector or higher street type intersections for single or double right and left turn lanes, and mid -block deceleration lanes as necessary. TxDOT Standard Prohibited May be required, if justified by the adopted Master Plan and applicable Engineering Design Standards Located between back of curb and right-of-way line Widening may be required if the street is designated as a bikeway on the City's Bicycle and Pedestrian Plan._Bikeways shall meet AASHTO standards. Corpus Christi Urban Transportation Design Criteria Manual February 23, 2011 Page 489 State of Texas County of Nueces } } PUBLISHER'S AFFIDAVIT CITY OF CORPUS CHRISTI Ad # 5973012 PO # Before me, the undersigned, a Notary Public, this day personally came GEORGIA LAWSON, who being first duly sworn, according to law, says that she is LEGAL SALES REPRESENTITIVE AND EMPLOYEE OF THE PUBLISHER, namely, the Corpus Christi Caller -Times, a daily newspaper published at Corpus Christi in said City and State, generally circulated in Aransas, Bee, Brooks, Duval, Jim Hogg, Jim Wells, Kleberg, Live Oak, Nueces, Refugio, and San Patrick), Counties, and that the publication of, NOTICE OF PASSAGE OF ORDINANCE NO. 02912 which the annexed is a true copy, was inserted in the Corpus Christi Caller -Times on the 7/18/2011, 7/18/2011. $ 128.76 1Time(s) LEGAL SALES REPRESENTIVE On thisda of , Jria certifythat the attached document �.. y � 2 01 i I is a true and an exact copy e bypublisher. M. C JOYCE C ..,—' My A4l s1QN Ex PjR A March 19 2012 ES Notary Public, State i exas 9,0101 ta inr 11 ,lN3v''! d"30 33NVNt` 4SSAGEOF. . ORDWANC 4O 2 k�nnt\ns Aq� pmol ¥ 4 1. A SE #�snto f oa n2 v ¥#h z k#CCarnrnisicni VOte m $m n # »bse n te:jj.d.rtit5:6.:orJab \ 7arai} 4orerli «& 4mn riuth G¢ A«+ Ao F 7nC & k+k ppend :(10-by kneed gds: tOadi R/!h$i� mc�� e e ktl : date� uu 1 1/A k¥ch a • ' se tar