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Ord 52-2024 Adopting the Pavement Design Manual 09/03/2024 Ordinance No. 52-2024 An ordinance adopting the City's Pavement Design Manual for new development; providing a repealer clause; providing for inclusion WHEREAS, City Council, from time to time, may order the review and amendments of city ordinances; and, WHEREAS, updating the subdivision ordinance will streamline the development approval process, fostering economic growth and attracting new investments to our community by incorporating modern planning principles and best practices, the amended ordinance will enhance the overall quality of development within our municipality; and, WHEREAS, the Planning and Zoning Commission and City Staff have reviewed the pavement design manual, made the suggested amendments, and now present it to City Council for final approval. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WICHITA FALLS, TEXAS, THAT: 1 . The Pavement Design Manual attached is hereby adopted with Concrete Pavement Section Detail #2000. 2. Should any word, phrase, paragraph, section or portion of this ordinance or the Code of Ordinances, as amended hereby, be held to be void or unconstitutional, the same shall not affect the validity of the remaining portions of said ordinance or the Code of Ordinances, as amended hereby, which shall remain in full force and effect 3. The Pavement Design Manual attached shall not be codified but shall only be amended by City Council upon recommendation by the Planning and Zoning Commission and City Staff. 4. This ordinance shall take effect 30 days after its passage. PASSED AND APPROVED this 3rd day of September 2024. rrl� Mayor Attest: cam, B� City Clerk TEXAS\-11 Ake 4,44 a $4i kie,: ode 4pportc 7i% PAVEMENT DESIGN MANUAL CITY OF WICHITA FALLS, TEXAS PUBLIC WORKS DEPARTMENT 1300 SEVENTH STREET WICHITA FALLS, TEXAS 76301 Approved by: City Council Effective Date: September 3, 2024 TABLE OF CONTENTS 1.0 INTRODUCTION 1.1 Purpose and Scope 2.0 DESIGN CRITERIA 2000 PAVEMENT STANDARDS 2000 Concrete Pavement Section 2010 Asphalt Pavement Section 2040 Alley Pavement Section 2050 CONSTRUCTION JOINTS 2050 Construction Joint 2051 Expansion Joint 2052 Sawed Contraction Joint 2053 Existing Pavement — Tie-In Joint 2060 Spacing Diagram for Joints 2070 Terminal Anchor for Concrete Pavement 2071 Terminal Anchor with Expansion Joint for Concrete Pavement 2100 CURBS AND GUTTERS 2120 6" Curb and Gutter 2121 Curb and Gutter - Mountable 2130 Concrete Valley Gutter 2140 DRIVE APPROACHES 2140 Residential Drive Approach — Concrete Street 2145 Residential Drive Approach —Asphalt Street 2150 Commercial Drive Approach — Concrete Street 2155 Commercial Drive Approach —Asphalt Street 2160 Alley Approach 2165 Residential Drive Approach — With Mountable Curb 2170 Drive Approach — Rural Street 2200 SIDEWALKS, TRAILS AND CROSSWALKS 2200 Sidewalk 2205 Sidewalk with 18" Retaining Wall 2210 Circle Trail Connection 2400 Crosswalk Striping Plan 2410 Dead End Street Type III Barricade 1.0 INTRODUCTION 1.1 Purpose and Scope The development of this design manual is authorized by the City of Wichita Falls Subdivision and Development Regulations Ordinance to protect and provide for the safety and welfare of the general public and to ensure the proper development of public infrastructure with the City and its extraterritorial jurisdiction. This manual establishes standard design guidance for pavement development and construction processes within the jurisdiction of the City and is intended to encourage a greater uniformity in developing plans for the City's pavement facilities. The design standards described in the following pages are intended to serve as guidelines for the development of pavement structures for local government review and approval purposes; however, the responsibility for the adequacy and effectiveness of the actual design remains with the design engineer and sound engineering judgment must always be applied. Users of this manual should be knowledgeable and experienced in the theory and application of pavement engineering principles. Any deviation from the requirements of this manual must be approved by the Director of Public Works or designee. 2.0 DESIGN CRITERIA: 0 Q z 0 F 0 LJ N r z w a w 0 0 0 o STREET WIDTH FACE TO FACE 0 0 0 a CONSTRUCTION JOINT OR SAWED LONGITUDINAL CONTRACTION JOINT. SEE APPLICABLE DETAILS. OPTIONAL MONOLITHIC MOUNTABLE 12" (TYP BOTH SIDES.) CURB AND GUTTER, LOCAL RESIDENTIAL STREETS ONLY. SEE MONOLITHIC 6" CURB & GUTTER. APPLICABLE DETAIL. SEE APPLICABLE DETAIL. 1 4"/FT 1/4"/FT � �. / / „, �� �� iAre„etere /AA/AAA/AA/AA�AA VAVAAVAAV //A /A// / ////V/////V//////// ///VS/ / / %% V�\�V V V VA VAVAVA��VA��VA��VA��VA��VA��VA��VA��VA��VA��VA��VA��VA��VA��VA��VA��VA��VA�� VA��VA��VA��VAVVAVAVAVAVAVAVAVA��VA��VA��VA��VA��VA��VA��VA��VA��VA�VA�VA VA VA V V ��A VA\//\//\��/��j��j��j��j��j��j��j��j��j���j/�/jam/�:/ice/il/iA/il//i/iA//\./A/A/A/A\, iA V /,A//i�/j%��%%�%/� /j /////////////////j/// / / // LIME STABILIZED SUBGRADE REINFORCED CONCRETE PAVEMENT. (ITEM 301.2) COMPACTED TO BARS PLACED AT 1/2 DEPTH. 95% ASTM D-698 GENERAL NOTES: 5 Y.- N 1. CONSTRUCT EXPANSION AND CONTRACTION JOINTS AT INTERVALS SHOWN ON SPACING DIAGRAM FOR o a a; JOINTS. SEE APPLICABLE DETAILS. N j L N 2. ALL CONCRETE MUST BE CLASS "C" (COMPRESSIVE STRENGTH OF 3600 PSI 0 28 DAYS). T o o N > 3. SEE PORTLAND CEMENT CONCRETE PAVEMENT, ITEM 303 OF THE STANDARD SPECIFICATIONS. o ; z o, 4. ALL EXPOSED CONCRETE SURFACES MUST BE CURED IN ACCORDANCE WITH ITEM 303.5.7 OF THE o STANDARD SPECIFICATIONS. Z 0 5 m 5. BACKFILL FROM BACK OF CURB TO RIGHT OF WAY LINE MUST BE COMPACTED TO 90% OF ASTM D-698. m o E o ai 6. SUB GRADE PREPARATION MUST CONSIST OF LIME STABILIZATION IN ACCORDANCE WITH ITEM 301.2 OF o L o THE STANDARD SPECIFICATIONS, APPLIED AT A RATE OF 30 LBS./SQ.YD., COMPACTED TO 95% ASTM o 0 D-698. o 0 7. FLEXIBLE BASE OF SAME THICKNESS MEETING REQUIREMENTS OF ITEM 301.5 OF THE STANDARD SPECIFICATIONS MAY BE SUBSTITUTED FOR LIME STABILIZED SUBGRADE. T N yam« cU STREET CLASSIFICATION STREET WIDTH PAVEMENT SUBGRADE STEEL m THICKNESS THICKNESS REINFORCING 0 0 LOCAL RESIDENTIAL STREET 30' FACE TO FACE 6" CONCRETE 6" TREATED SUBGRADE #4 BARS 0 18" O.C.E.W. t o o N LOCAL INDUSTRIAL / COMMERCIAL STREET 36' FACE TO FACE 7" CONCRETE 6" TREATED SUBGRADE #4 BARS ® 18" O.C.E.W. O o a E GREATER THAN 36' v 2,2 MINOR & MAJOR COLLECTORS & ARTERIALS FACE TO FACE 8" CONCRETE 8" TREATED SUBGRADE #5 BARS 0 18" O.C.E.W. N >,t- ▪ C >,L_ 0 O O • N E O y�y O 0 • 0 ._N CONCRETE L U to 4_t PAVEMENT SECTION Oo. o o NOT TO SCALE m CJ g N ry.N CITY OF WICHITA FALLS,TX CONCRETE w 0 0 PAVEMENT SECTION PAVEMENT STANDARDS ENGINEERING DIVISION Q ma d N E SEPTEMBER 2023 DETAIL NO. 2000 E.? 0 0 0 z 0 F 0 w N r z w a r J a 0 N STREET WIDTH FACE TO FACE TYPE D H.M.A.C. OPTIONAL MOUNTABLE CURB AND SURFACE (ITEM 302.9) 12" (TYP BOTH SIDES.) GUTTER, LOCAL RESIDENTIAL STREETS ONLY. SEE APPLICABLE DETAIL. 6" CURB & GUTTER DETAIL. SEE APPLICABLE DETAIL. 6" 1/4"/FT 1// / / / / Wit N /4"/FT 'iiiii iiii ��i�� �i`�i`>i`�i`��i`��i`�i`� r4 FA fria PA'Or �i��i��i`���i��i`��i`����i���i���i���i���i���i���i���i���i���i`��i`��i`��i`��i`��i`����i��i`�i`��i`��i`��i`,i,/ �i�i i ��i jA�jA� j//�%�%�iA�iA�iA�i,iA%A%i�%i�%i�i�����'����V/V��%�%i�%j�%j�%i�%/i�%i�%j�%j�%j�%j�%j�%j�%j�%j�%j�%j�%j�%j�%j��A/ / / / / / / / / / / LIME STABILIZED (ITEM 301) TYPE B H.M.A.C. PRIME COAT (ITEM 302.7) COMPACTED TO 95% ASTM D-698 (ITEM 302.9) MC-30, 0.2 GAL/SQ YD MIN. T GENERAL NOTES: .— N cco ai 1. AFTER COMPACTION, THE HMAC MUST BE WITHIN 1/4" TO 1/2" ABOVE TOP OF LIP OF GUTTER. O 0.0 N o 0 2. SEE ASPHALT PAVEMENT, ITEM 302 OF THE STANDARD SPECIFICATIONS. T O � c cW 3. BACKFILL FROM BACK OF CURB TO RIGHT OF WAY LINE MUST BE COMPACTED TO 90% OF ASTM D-698. 3 E 4. SUB GRADE PREPARATION MUST CONSIST OF LIME STABILIZATION IN ACCORDANCE WITH ITEM 301.2 OF THE m c STANDARD SPECIFICATIONS, APPLIED AT A RATE OF 30 LBS./SQ.YD., COMPACTED TO 95% ASTM D-698. o N 47, Z 0.5 m 'n 5. FLEXIBLE BASE OF SAME THICKNESS, MEETING REQUIREMENTS OF ITEM 301.5 OF THE STANDARD SPECIFICATIONS, MAY BE SUBSTITUTED FOR LIME STABILIZED SUBGRADE. E ° aN °+ 6. THE TYPE „B„ ASPHALT UNDER THE CURB AND GUTTER MAY BE ELIMINATED BY ADDITIONAL THICKNESS OF 0 E CONCRETE GUTTER TO MATCH ASPHALT PAVEMENT SECTION. rnw ° •c O � SURFACE COURSE BASE COURSE SUBGRADE .c STREET CLASSIFICATION THICKNESS THICKNESS THICKNESS w� LOCAL RESIDENTIAL STREETS 2" TYPE D H.M.A.C. 4" TYPE B H.M.A.C. 6" TREATED SUBGRADE , d t- 0 °N .c oer o LOCAL INDUSTRIAL / COMMERCIAL STREETS 2" TYPE D H.M.A.C. 6" TYPE B H.M.A.C. 6" TREATED SUBGRADE ARTERIAL STREETS ° o ° MINOR & MAJOR COLLECTOR STREETS 2" TYPE D H.M.A.C. 8" TYPE B H.M.A.C. 8" TREATED SUBGRADE v ao , >, c O >, O O O V y E °� L'-8 ASPHALT O 0 - L PAVEMENT SECTION U N 0 0 .(1) NOT TO SCALE o O N ) N w T CITY OF WICHITA FALLS,TX ASPHALT womo PAVEMENT STANDARDS ENGINEERING DIVISION PAVEMENT SECTION Q 0 0 N N; E SEPTEMBER 2023 DETAIL NO. 2010 a= %0 0 3 0 z 0 F 0 LJ fN r z w m a r w J J Q o N 11. 6" (TYP.) 10' (TYP.) __ _ 6" (TYP.) WORKING SPACE WORKING SPACE BACKFILL TOWARD ALLEY 0 1/4" PER FOOT 1" 7" MIN. THICKNESS / 6" MIN. THICKNESS yvvvvv//// v VAAVAAVAAVAAVAAVAA \ MM ®® /\/A�/j//j//j//j//j/// VAVA/VA/VA/VA/VA V/VA/VA/VA/VA/VAi iAAVAVAVAV VAVAVAVAVAV \i/AA/AA/AA%%%%\%\%\%%%% V%V /AA%%VAA%%%% %%%%AA VA/%%%%%%%%%/AA//AA//AA// AAA //A ,/„//VAVAVA,/// \i #4 BARS ® 12" O.C.E.W. BEND BARS TO MATCH BARS PLACED AT 1/2 DEPTH. SLOPE OF ALLEY >, 6" LIME STABILIZED SUBGRADE -o" (ITEM 301.2) COMPACTED TO 95% PORTLAND CEMENT N ASTM D-698 CONCRETE PAVEMENT >,C C O G, 00.0 w N O 1- N S« GENERAL NOTES: OE W O Le,3 E 1. SEE ALLEY PAVING ITEM 303.6 OF THE STANDARD SPECIFICATIONS. z o o- 2. SUB GRADE PREPARATION MUST CONSIST OF 6" LIME STABILIZATION IN ACCORDANCE WITH ITEM . m e) 301.2 OF THE STANDARD SPECIFICATIONS, APPLIED AT A RATE OF 30 LBS./ PER SQ.YD., E COMPACTED TO 95% ASTM D-698. ou_E p N tf °, 3. 6" INCHES OF FLEXIBLE BASE MEETING THE REQUIREMENTS OF ITEM 301.5 OF THE STANDARD p L O m o E SPECIFICATIONS, MAY BE SUBSTITUTED FOR LIME STABILIZED SUBGRADE. 0§v° o $ cU 4. ALL CONCRETE MUST BE CLASS "C" (COMPRESSIVE STRENGTH OF 3600 PSI 0 28 DAYS). 'i 5. ALL EXPOSED CONCRETE SURFACES MUST BE CURED IN ACCORDANCE WITH ITEM 303.5.7 OF THE STANDARD SPECIFICATIONS. L5 6. EXPANSION JOINTS MUST BE PLACED AT EACH END OF THE ALLEY AND AT MAX. SPACING OF 300'. N N tt 0 7. BACKFILL ADJACENT TO CONCRETE EDGES TO A MINIMUM OF 90% STANDARD PROCTOR (ASTM pn c to D-698) IN 6" INCH LIFTS. i 3 2 8. CONSTRUCT SAWED CONTRACTION JOINTS AT 15' INTERVALS. N N O W O O > aE U 22 , T,_ c� L ' 0 w >,,_ 0 O O co"_0 ALLEY '0. PAVEMENT SECTION 0,, o uto NOT TO SCALE L V O?O N ry N w T? CITY OF WICHITA FALLS,TX ALLEY wom 8 PAVEMENT STANDARDS ENGINEERING DIVISION PAVEMENT SECTION Qa,-oa) 0; E t SEPTEMBER 2023 DETAIL NO. 2040 E.?2 O 3 0 1— z 0 z JOINT SEALANT 1/8" BELOW SURFACE, SEE 0 F TxDOT PUBLICATION DMS-6310, USE A CLASS 1/4" U 5 OR CLASS 8 MATERIAL. E z z 0 0 1 o 0 1/2„ ° ° 1/4 MIN. ° ° a a DEPTH ° a a a A a ` A a A CLOSED CELL EXPANDED POLYETHYLENE FOAM ° BACKER ROD A. ° ° a Q a a JOINT SEALANT JOINT SEALANT 1/8" TO BELOW SURFACE, SEE TxDOT PUBLICATION DMS-6310, USE A CLASS 1/4 5 OR CLASS 8 MATERIAL. DEPTH 1 >, ° ° L1 ° a a W ° A &. A c o a Q a ° } •. c • •.. , bl o d z DEPTH 5•� �� �•a a r� ° a z,o'-' FIRST POUR ° a ° ° A 4 SECOND POUR C o N E Q a a ° A cc. a ° I A ° ° a J 0 O N 47, Z °j CONTINUOUS 1 2 c" REINFORCEMENT �15" MIN. OVERLAP— DEPTH c o E EL . 1♦ O p L O SoUE §v° ow c ° V 0` N C o cU� .Ep a, ai w g ` GENERAL NOTES: Al V 7, d o 1. SEE CONSTRUCTION JOINTS, ITEM 303.5.4.4 OF THE STANDARD SPECIFICATIONS. 0 °N C .c o i;o N W O 0 O >.aE v ao V T,- C -c 0 L >,L_ 0 O 0 CONSTRUCTION JOINT 0 0 0 0,,, 0 .(1).5 N NOT TO SCALE V N L V O z 0 N ry N r~ ? CITY OF WICHITA FALLS,TX L•w ,, CONSTRUCTION JOINT w° ° V PAVEMENT STANDARDS ENGINEERING DIVISION Q 0-0 N N; E SEPTEMBER 2023 DETAIL NO. 2050 a� %, 0 Q I- z z 0 rn z a w w 0 0 N 18" #4 DEFORMED BARS, SLEEVE OPPOSITE END JOINT SEALANT 1/8" BELOW SURFACE, OR SEE TxDOT PUBLICATION. 18" #4 SMOOTH BARS, DMS-6310, USE A CLASS 5 OR CLASS 8. GREASE OPPOSITE END AT 18" C.C. 1/2" MIN. 1 ° Q a a a a a aa a Q a IIIII a Q A A a a a a a DEPTH �� sa a a a a A. a Q a a a a a 1/2 DEPTH T A a A Q a ° a a t y 1" CLEARANCE N c c 0 yj o 0. 4- 0) O - 0• 1/2" REFLEX RUBBER EXPANSION ▪ c E JOINT MATERIAL OR CLOSED CELL o EXTRUDED POLYPROPYLENE FOAM `o E JOINT MATERIAL. 3 3 p, N c O 4, z 0 0 • N E o d Ew �' O N U « rn 0 SUE o`�vp 0,460 t_ GENERAL NOTES: •c o 1. SEE EXPANSION JOINTS, ITEM 303.5.4.2 OF THE STANDARD SPECIFICATIONS. Co )c `' 2. DOWEL BARS MUST BE ADEQUATELY BRACED WITH DOWEL BASKETS TO ASSURE THEY WILL BE MAINTAINED PERPENDICULAR AND LEVEL TO JOINT DURING PLACEMENT OF CONCRETE. N O N � ▪ N 0 o.c C g N O 0 0 • aE v ao C c C p >, 0 O O V EXPANSION JOINT 0 p 0 y p m y NOT TO SCALE �� N � L 0♦+ 0 O CITY OF WICHITA FALLS,TX EXPANSION JOINT w T c PAVEMENT STANDARDS ENGINEERING DIVISION w O d o Q W V 01 N; E SEPTEMBER 2023 DETAIL NO. 2051 E.22 0 3 0 1- z 0 z JOINT SEALANT 1/8" BELOW SURFACE, SEE F TxDOT PUBLICATION DMS-6310, USE A CLASS f 1/4" 0 5 OR CLASS 8 MATERIAL. z 0 U w a I ° ° Q fn p 1 A 1/4 a a A a DEPTH 0 1/2" a ° ° a MIN. a a a ° A a A a a a CLOSED CELL EXPANDED a A ° a A POLYETHYLENE FOAM BACKER ROD JOINT SEALANT JOINT SEALANT 1/8" BELOW SURFACE, SEE TxDOT PUBLICATION DMS-6310, USE A CLASS 1/4 5 OR CLASS 8 MATERIAL. DEPTH 1 a - 4 ° ° ° p a a a c c a • a a °• Q. a CO DEPTH ° A11/2 En z a a co ° a 0=' o ° a a ° ° a DEPTH c cto E p a s O u) 0 N c O W Jz 0— c• N N 112 CONTINUOUS REINFORCEMENT E W o d 0 p♦L 0 SUE o§v° w O c 0 `O yoy+N N c � .En0ai w V ` GENERAL NOTES: N N � d o 1. SEE CONTRACTION JOINTS, ITEM 303.5.4.3 OF THE STANDARD SPECIFICATIONS. O W c .c o i;o N N 0 0 0 vat N >,t- C.c -C O ° >,L_ 0 O 0 V -, SAWED CONTRACTION JOINT 0 0 c °" ° NOT TO SCALE ._ 0 N L 6 -pp O i 0 mU g r~ > CITY OF WICHITA FALLS,TX SAWED CONTRACTION •w >,c wom 8 PAVEMENT STANDARDS ENGINEERING DIVISION 70IlVT Qc-oo 0; E SEPTEMBER 2023 DETAIL NO. 2052 E o JOINT SEALANT 1/8" BELOW SURFACE, SEE 1/4" TxDOT PUBLICATION DMS-6310, USE A CLASS z 5 OR CLASS 8 MATERIAL. 0 z ° ° ° T w a F 1/2" ° 1/4 w MIN. ° a a ° ° DEPTH m v ° > a a Q a_ 0 ° z a a F a a v) CLOSED CELL EXPANDED x POLYETHYLENE FOAM a w a BACKER ROD . . I ° a Q ° °,,-) a O N JOINT SEALANT JOINT SEALANT 1/8" TO BELOW SURFACE, SEE TxDOT PUBLICATION DMS-6310, USE A CLASS 1/4 5 OR CLASS 8 MATERIAL. DEPTH 1 11 a ° a ° ° a g ° a Q A a • • • DEPTH G• a a �• • a A FIRST POUR ° A a ° SECOND POUR a a ° a a a ° a .6 CONTINUOUS 1/2" REINFORCEMENT 15" MIN. OVERLAP— DEPTH USE WHEN EXPANSION JOINT IS NOT REQUIRED T -..,..• C Y.- N T C o a o 2 co 4— N ° O v, JOINT SEALANT 1/8" BELOW SURFACE, 0 18" #4 SMOOTH BARS AT 18" O.C. SEE TxDOT PUBLICATION. > GREASE THIS END (CENTERED IN SLAB) o DMS-6310, USE A CLASS 5 OR CLASS 8. 3 3 ‘3, MIN. DRILL 1/2" X 10" HOLE FOR o N'.c SNUG FIT OF DOWEL zoj N . a o 0 w O u a E a s a ° ° 11111 9 a a 0, A a s a 0 L o 0.° o DEPTH a ° mw a ° 0 a ° ° a a a ° ° m Z.« NEW CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT a cU ° a a wg aiv 1/2" REFLEX RUBBER EXPANSION 1" CLEARANCE o JOINT MATERIAL OR CLOSED CELL o o c EXTRUDED POLYPROPYLENE FOAM JOINT MATERIAL. .c o i;o 0 0 o USE WHEN EXPANSION JOINT IS REQUIRED >,aE v ao t C .. o r a, GENERAL NOTES: ��o v °« 1. IF EXPANSION JOINT IS NOT REQUIRED, INSTALL PER CONSTRUCTION JOINT DETAIL. y N E z 0 2. SEE EXPANSION JOINTS, ITEM 303.5.4.2 OF THE STANDARD SPECIFICATIONS. 0 -80 o c m, o G7 L to EXISTING PAVEMENT ot° TIE-IN JOINT . o ° NOT TO SCALE mU g N 0 N > CITY OF WICHITA FALLS,TX EXISTING PAVEMENT w 0 0 TIE-IN JOINT PAVEMENT STANDARDS ENGINEERING DIVISION Q my d N; E SEPTEMBER 2023 DETAIL NO. 2053 a� %4 O 3 Q MINOR COLLECTOR 1- LOCAL INDUSTRIAL / COMMERCIAL ST. z o LOCAL RESIDENTIAL ST. EXPANSION JOINTS (SPACED 250' MAXIMUM: LOCATE AT cc o CONSTRUCTION JOINT v� INTERSECTIONS, P.C.'S & P.T.'S, CUL-DE-SACS & KNUCKLES) OR LONGITUDINAL m CONTRACTION JOINT. a 0 722_2221H\ 0 RIGHT OF WAY SAWED TRANSVERSE o / 71 CONTRACTIONS JOINTS 0 z U a o_ N I 0 to ce o i re o N 00 42.-48 000 O O I \\_ CONSTRUCTION JOINT OR RIGHT OFA LONGITUDINAL CONTRACTION SAWED TRANSVERSE I I JOINT, EVENLY SPACED. CONTRACTIONS JOINTS I I - - 30'-36' ill RIGHT OF WAY SAWED TRANSVERSE CONTRACTIONS JOINTS f LOCAL RESIDENTIAL ST. T LOCAL INDUSTRIAL / COMMERCIAL c a ST. MINOR COLLECTOR .- N c C 0 O_0 ,- � ° 10'R ° ` 0 40' FLOWLINE RADIUS 40' FLOWLINE RADIUS >,O= - - o cto E o EXPANSION JOINT ° . ° - - N C O W , z ° MI o4 - I - E� 0 ME 0, auE I I a C046 to \ 1.., / \ 1..k c 5 i 10'R 30'R 4 is ' 10'R 10'R ME I I 1 o I I I z, > ' MI EXPANSION JOINT z, a, O EXPANSION JOINT ogS .co i;o 4- poN 0 0 o CUL-DE-SAC KNUCKLE >,0-E E ao a, >, w c aN °:,c, GENERAL NOTES: >,_ 0 "' IN1. SAWED TRANSVERSE CONTRACTION JOINTS MUST BE SPACED AT 15' MAX. SPACING. c,- Nli 0 o0 SPACING DIAGRAM FOR JOINTS ...U to t, NOT TO SCALE O o t4_ a oz O in i5 g N a) a] r~ ? CITY OF WICHITA FALLS,TX w T SPACING DIAGRAM FOR JOINTS w°.0 ° PAVEMENT STANDARDS ENGINEERING DIVISION V Q ooa a a) N; E SEPTEMBER 2023 DETAIL NO. 2060 0I` T2 o 3 0 1- z w m 0_ w o re z 0 U cc O cc O = o 1'-6" - - 1'-6" z Q J z z_ ji F Q 4 N 4 1 \ t • IA ' 4 I il 1 a • a m 1 n o a° t/2 , / A •1 N 6" h\\ I I I IA ° PAVEMENT f 6" ~I I PAVEMENT SLAB STEEL I I SLAB STEEL a 3" Q 3" lie a a a. •I I I 3'-0" a 1'-4" I °4 a al I 7zi. G a .. Y a #5 BARS 1 7" C-C CLEAR o 0. o L- , 3 \_#5 TRANSVERSE BAR E (TYP. OF 8 PER ANCHOR) i W O N 'a • 0 N C o z 0 N a GENERAL NOTES: 0w E p ai 1. DETAILS AS TO PAVEMENT SLAB WIDTH, THICKNESS, AND CROWN - p' CROSS-SLOPE MUST BE AS SHOWN ELSEWHERE ON THE PLANS. p.L 0 auE o§2 2. THE CONCRETE PAVEMENT SLAB MUST CONTINUE ACROSS THE ANCHOR p,6 o aS LUGS AS SHOWN. 5 i 3. REINFORCING FOR THE ANCHOR LUGS MUST BE STEEL CONFORMING TO ASTM DESIGNATION A615, GRADE 60 OR A-616, GRADE 60. ALL STEEL IN • 2 LUGS AND SUPPORT SLAB MUST BE #5 BARS. w m d 4. SAWCUT TRANSVERSE CONTRACTION JOINTS WILL NOT BE PERMITTED WITHIN d o THE LIMITS OF THE ANCHOR LUGS WITHOUT THE APPROVAL OF THE 0 N• 8 ENGINEER. 2 0 5. FOR CONCRETE PAVEMENT SECTION SEE APPLICABLE DETAIL. N W 0 0 0 >.aE v ao u, >, c L.+ 0 ,- 0 O O V 4- TERMINAL ANCHOR FOR CONCRETE PAVEMENT 0 ° c 0,+. 0 m u N NOT TO SCALE V N (50♦+ V 0 z O in6 g COCOA, > CITY OF WICHITA FALLS,TX TERMINAL ANCHOR FOR w.0 CONCRETE PAVEMENT PAVEMENT STANDARDS ENGINEERING DIVISION Q co-00, 0; E.4 SEPTEMBER 2023 DETAIL NO. 2070 E.82 U 3 0 1- z W m d W re z 0 0 0 cc O W I- z EXPANSION JOINT WITH 18" - 1'-6" - #4 SMOOTH DOWEL BAR z ON 18" CENTER 0 (7 z Q O_ X a A.a p W p A p MIN. ! ,i Q _ � Q a t 3 �. _ _ _ _ a O jr6 a p + p • t/2 U Q 6" N 1 p Q I a J ' I c0 PAVEMENT 6„ �� a a' PAVEMENT SLAB STEEL I a a I SLAB STEEL I 3» f 3" N le I A p •1 3'-0" I Al 1'-4" ' p ' a a ' a T �� •/ � .a rY a #5 BARS ' 7" C-C CLEAR o 0. o L- co \_3 #5 TRANSVERSE BAR E (TYP. OF 8 PER ANCHOR) i W O t).6) (0c O W+ zoo N a GENERAL NOTES: E o• ai 1. DETAILS AS TO PAVEMENT SLAB WIDTH, THICKNESS, AND CROWN 0 L cioCROSS-SLOPE MUST BE AS SHOWN ELSEWHERE ON THE PLANS. aU E o§-(S. 2. REINFORCING FOR THE ANCHOR LUGS MUST BE STEEL CONFORMING TO CD 0 0 ASTM DESIGNATION A615, GRADE 60 OR A-616, GRADE 60. ALL STEEL IN T LUGS AND SUPPORT SLAB MUST BE #5 BARS. N c U 5 3. SAWCUT CONTRACTION JOINTS WILL NOT BE PERMITTED WITHIN THE LIMITS W 12 OF THE ANCHOR LUGS WITHOUT THE APPROVAL OF THE ENGINEER. m d 4. SEE CONCRETE PAVEMENT SECTION AND EXPANSION JOINT. SEE APPLICABLE d .6 DETAIL. O W C t o 2 • N W 0 0 O >.aE v ao u, >, c. .c▪ Ow TERMINAL ANCHOR WITH EXPANSION JOINT y N FOR 0 o c ,° ..-EL, CONCRETE PAVEMENT ._ U to v r NOT TO SCALE 0 0., v oz O inU g 0, ry 4, �' > CITY OF WICHITA FALLS,TX TERMINAL ANCHOR WITH EXPANSION w°do JOINT FOR CONCRETE PAVEMENT o Qa,-0a) PAVEMENT STANDARDS ENGINEERING DIVISION N; E SEPTEMBER 2023 DETAIL NO. 2071 E F 8 2 0 0 m U U 1/4"R o — 18" — 6" N 6" #4 BARS 0 18" O.C. 18" 2% (TYP.) 3 EA. — #4 / / / / / vv/j /, BARS CONT. 1 3"R 3'R° %/yvv A A/V/v 6» —1 6" � BACKFILL WITH SUITABLE I 8° VA// MATERIAL COMPACTED TO 90% ASTM D-698 1 12" AND DRESS FROM BACK \/AAV OF CURB TO I a RIGHT—OF—WAY LINE 6" ROADWAY t 4 4 AVA/ /° ////// 3" AAV AAV VA VAS V \ VASVASVVAAA/A _A AVA AA /0- \\\\\,///\\ \/,„4 /Aj ,/„/. \/\ /�\ \ \ \ \ \ �j/�j/A,\//A//„ , , , ///V//V//V//V/V/V/V/ �/AA� C Y.— W T C coy 3" -p 12"N? I w d 0 1- 0 C o SUBGRADE (PER STREET CLASSIFICATION) o E COMPACTED TO 95% AS PER ASTM D-698 3 (Ap1 N C O N+c Z O N d E p « 0 o L O o GENERAL NOTES: ° 1. DOWEL REINFORCEMENT 6" INTO EXISTING CURB AND GUTTER. y cU 2. CONSTRUCT 1/2" EXPANSION JOINTS AT 250' ON CENTER, INTERSECTIONS, PTS & PCS, AND CONTRACTION JOINTS AT 15' ON CENTER. w 3. SEE CONCRETE CURB & GUTTER, ITEM 305.1 OF THE STANDARD SPECIFICATIONS. p▪ 0 U 4. ALL CONCRETE MUST BE CLASS "C" (COMPRESSIVE STRENGTH OF 3600 PSI 0 28 DAYS). o 0 5. SAND WILL NOT BE ACCEPTED AS COMPACTED SUBGRADE. SAND WILL BE ALLOWED FOR LEVEL—UP ONLY. (2" MAX.). 0 0 0 6. MATCH PAVEMENT THICKNESS WHEN PLACED MONOLITHIC WITH CONCRETE PAVEMENT. >0-E v 'a 2 7. PROVIDE 1" GUTTER DEPRESSION. N >, c 0 >,I- 0 O O co 6" CURB AND GUTTER 0 0 C 01"+ 0 m u NOT TO SCALE �� N t p 0♦+ 0 ° nU g 0110 41 CITY OF WICHITA FALLS,TX 6"CURB AND GUTTER womoPAVEMENT STANDARDS ENGINEERING DIVISION V .7(N V 01 N; E SEPTEMBER 2023 DETAIL NO. 2120 E.rn 82 0 0 w J CO Q H Z 0 0 M - 24" m 12" o - 12" FLAT Z SECTION MIN. 3" COVER OVER a m STEEL IN TOP OF CURB. 0 10"R 1/4"R 2% )I 3 EA. - #4 FLOW LINE -10"R BARS CONT. — _ uiii w OF GUTTER ° 1 , 4 a, A\V BACKFILL WITH SUITABLE 4. ROADWAY .° d A\ MATERIAL COMPACTED 8„ �� °\/A/A 12" ANDO 90% ASTM DRESS FROM D-698 BACK i L �� a ° :I: �j/�j/ 8" OF CURB TO RIGHT-OF-WAY LINE i//i//i/////////i/i/ice// v//v//vy AiA VA/Av/y//A//;v//iv//\\//;y/y //y//;y//y//y//y//i�y//y//y//y//y/\//�/�A\%/�%/�%/�%/�%/%/%iAA��A���A��A�%o //%A. v ~1 3" r 12" c0 1 N T C 0 0_N o ,- N SUBGRADE (PER STREET 18" BARS ® 18" O.C. o 4.. CLASSIFICATION) COMPACTED TO #4 C 95% AS PER ASTM D-698 O, W O N La • 0 N C O N+ Z 0 N N o 2 Ew W °1 tf«0 0 o L 0 a GENERAL NOTES: 0 01. DOWEL REINFORCEMENT 6" INTO EXISTING CURB AND GUTTER. y� cv N 2. CONSTRUCT 1/2" EXPANSION JOINTS AT 250' ON CENTER, INTERSECTIONS, PTS & PCS, AND CONTRACTION JOINTS AT • 2 15' ON CENTER. w m• a�i 3. SEE CONCRETE CURB & GUTTER, ITEM 305.1 OF THE STANDARD SPECIFICATIONS. 0▪ 0 u 4. ALL CONCRETE MUST BE CLASS "C" (COMPRESSIVE STRENGTH OF 3600 PSI 0 28 DAYS). 3 0 5. SAND MLL NOT BE ACCEPTED AS COMPACTED SUBGRADE. SAND MLL BE ALLOWED FOR LEVEL-UP ONLY. (2" MAX.). 0 0• 0 6. MATCH PAVEMENT THICKNESS WHEN PLACED MONOLITHIC WITH CONCRETE PAVEMENT. Y o-E v 21 o 7. PROVIDE 1" GUTTER DEPRESSION. , T,- c L -C▪ 0 0 >, 0 O 0 o -o CURB AND GUTTER ID L' 0 o MOUNTABLE N V to v t v 4_ y NOT TO SCALE 0 0 oz 0 mU g CITY OF WICHITA FALLS,TX CURB AND GUTTER 0 o MOUNTABLE Qc,-ocy PAVEMENT STANDARDS ENGINEERING DIVISION N; E SEPTEMBER 2023 DETAIL NO. 2121 E.?2 0 3 0 - VARIES 1 D I w EXPANSION JOINT f EXPANSION JOINT II 1 1 II II II w R = 15' MIN. FOR RESIDENTIAL 0 8" CONCRETE WITH #4 BARS STREETS AND 20' MIN. FOR 0 0 16" O.C.E.W. a MAJOR STREETS I X IF CROWN IS 2" OR LESS, X=10' 0 15'R MIN. IF CROWN IS GREATER THAN 2", X=20' 15'R MIN. N : \ — — — - —� - - - - - EXPANSION JOINT MAINTAIN GUTTER EXPANSION JOINT LINE DEPRESSION INTERSECTION VALLEY GUTTER TRANSITION DISTANCE SEE TABLE 0 3 cc U STREET cc #4 BARS ® 16" O.C.E.W. J J m 0 w Z 1-1/2" -ON LOCAL STREETS T 1" ON ALL OTHER MAJOR STREETS c OR AS DIRECTED BY THE CITY ENGINEER .- • O y 0 2 N W J 0 0) N 8" UI GUTTER LINE. o N c 8" FLEXBASE OR 8" LIME STABILIZED Z 0 SUBGRADE (ITEM 301.2) COMPACTED TO m N 95% ASTM D-698, APPLIED AT A RATE 10' ON RESIDENTIAL STREETS c o ' 15' ON MAJOR STREETS E 0 0 OF 40 LBS./SQ.YD. 0 d « 0 o L 0 • o E CROWN OF TRANSITION 0§v0 ROADWAY (in.) DISTANCE (ft.) rnw c0 `0 0" 0 y� CU J 1" 10. C N w� 2" 20' m o 3 30' 0 mo- d 1-' a>i `0 4" 40' .c o• S 5" 50' ;o i 0 0• o MIDSTREET VALLEY GUTTER >.0_E v 2' 2, „ >,,_ GENERAL NOTES: ▪ C L >,_ 0 1. ALL CONCRETE MUST BE CLASS "C" (COMPRESSIVE STRENGTH OF 3600 PSI ® 28 DAYS). 00 m m« 2. ALL EXPOSED CONCRETE SURFACES MUST BE CURED IN ACCORDANCE WITH ITEM 303.5.7 E 7)o OF THE STANDARD SPECIFICATIONS. > v o,° o CONCRETE N-E to U t VALLEY GUTTER oo.. o 0 NOT TO SCALE in i5 8 E~ > CITY OF WICHITA FALLS,TX CONCRETE w.0 0 VALLEY GUTTER PAVEMENT STANDARDS ENGINEERING DIVISION Q 0 V N 0; E SEPTEMBER 2023 DETAIL NO. 2130 E.?2 3 0 1- w w o: r N NOTE: f w SLOPE SIDEWALK AS NECESSARY 41 I_ TO MEET ADA REQUIREMENTS 12'-0" MINIMUM 0 (TYPICAL BOTH SIDES) - WIDTH OF DRIVE - o (SEE NOTE 1) 30.-0" MAX. 0 N W = Q w Q )- Q re O '- a_ >} w Q re re 0 m 0 N a w 1/2" EXPANSION 1'-0" (TYP.) ce 1.....i w z A JOINT 3 SIDES O 00<0 -I (nZN� F 1 ir z j — — ROW- - - - ROW- - - w 0 as a } a a ° 5' ° a a STANDARD 4' N a o ° a SIDEWALK r. m i N ° ,, G °z, w I a 7R MIN. win I 7'R. MIN. a ' < a a a Q ° < aro/ EXISTING CURB CONTRACTION JOINT TO REMAIN SECTION OF EXISTING CONCRETE A STREET TO BE REMOVED SAWCUT EXISTING CURB FULL DEPTH AND PLACE EXPANSION MAINTAIN GUTTER JOINTS WITH 18" #4 DOWEL BARS LINE DEPRESSION SAWCUT CONCRETE STREET INTO CURB (TYP. BOTH SIDES) FULL DEPTH AT 12" FROM PLAN BACK OF CURB. 3 0 >' SLOPE DRIVEWAY AS 5' SIDEWALK MAX SLOPE v.: NECESSARY TO MEET 1-1/2" PER FOOT - Lq a ADA REQUIREMENTS @ APPROACH TO FLOWLINE T c MAINTAIN GUTTER O 0-N W = EXISTING CURB TO LINE DEPRESSION °2 m I BE REMOVED o- 1/2" EXP. JOINT SAWCUT CONCRETE STREET c c E 6" CONTRACTION E 0 o 2% MAX. JOINT FULL DEPTH AT 12" FROM BACK OF CURB. 3orn DRIVEWAY • < i •a ° • - - - - - - o 2��-,, • Z O • — — — — — N▪Li.. ■ E° 6" CONCRETE WITH \\_ °, #3 BARS 0 18" O.C.E.W. pL ° °-° E OR EXISTING CONCRETE o v° #4 BARS 0 24" O.C.E.W. STREET TO REMAIN a to SECTION OF EXISTING CONCRETE c ° COMPACT SUBGRADE TO STREET TO BE REMOVED E 6 5 95% ASTM D-698 SECTION A-A 18", #4 TIE BARS ® 18" O.C. . w ` GENERAL NOTES: • . V, °a▪te', 0 1. SLOPE OF SIDEWALK AT DRIVE APPROACHES MUST COMPLY WITH ADA REQUIREMENTS (1" PER FOOT MAXIMUM). • c 2. SEE DRIVE APPROACHES, ITEM 305.2 OF THE STANDARD SPECIFICATIONS. L o g;w � o 3. ALL CONCRETE MUST BE CLASS "C" (COMPRESSIVE STRENGTH OF 3600 PSI 0 28 DAYS). IF,q >,o_E 4. SAND WILL NOT BE ACCEPTED AS COMPACTED SUBGRADE. SAND WILL BE ALLOWED FOR LEVEL-UP ONLY. U 2,_..2 r c . 5. ALL STEEL MUST HAVE A 2" MINIMUM COVER. . 6. REBAR MUST STOP 2" PRIOR TO EDGE OF EXISTING STREET. a ,_ o o o o ° 7. ANY UTILITY BOXES OR MANHOLES WITHIN THE APPROACH MUST BE ADJUSTED BY THE CITY UTILITY DEPARTMENT, OR E o v OWNER OF UTILITY, TO BE FLUSH WITH FINISH GRADE, OR RELOCATED OUT OF THE APPROACH TO THE PROPER GRADE. a)'.a° ALL ADJUSTMENT COST WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, OR THE OWNER INSTALLING THE APPROACH. 0 0 c c,,,,..2.2 N ti N RESIDENTIAL DRIVE APPROACH U§ N o— CONCRETE STREET o«° NOT TO SCALE inU c0 41 '*6 > CITY OF WICHITA FALLS,TX RESIDENTIAL DRIVE APPROACH ->C CONCRETE STREET PAVEMENT STANDARDS ENGINEERING DIVISION Q N-o • 0 E.' SEPTEMBER 2023 DETAIL NO. 2140 2., 0 3 Q r w w I- r w NOTE: = SLOPE SIDEWALK AS NECESSARY 12.-0" MINIMUM a TO MEET ADA REQUIREMENTS - WIDTH OF DRIVE - a (TYPICAL BOTH SIDES) 30.-0" MAX. _ (SEE NOTE 1) N w a 0 rm r Q 0 Z d w.-Qw a W >)_Zw w o¢LC 5 1/2" EXPANSION > -1 wLi)N u A JOINT 3 SIDES 0. J N w Q Z H Z I id a L - - ROW— - — ai — - - —ROW— - 0 °a a a a Lu X X I STANDARD 4' a 5'° STANDARD 4' toSIDEWALK N N a s ° a SIDEWALK N En Lu EXISTING CURB & 7'R. MIN. a a °° CONTRACTION JOINT y a° 7'R MIN. Ll GUTTER TO REMAIN > a a a ' ° > • a a a aa. '4 ° 4.2 SAWCUT EXISTING CURB AND GUTTER FULL DEPTH AND PLACE SAWCUT TO A A MAINTAIN GUTTER EXPANSION JOINTS WITH 3-18" #4 NEAT, CLEAN EDGE LINE DEPRESSION DOWEL BARS INTO CURB AND PLAN FORM THIS EDGE GUTTER (TYP. BOTH SIDES) 3 SLOPE DRIVEWAY AS ce O NECESSARY TO MEET 5' SIDEWALK MAX SLOPE T -0:`-' 1-1/2" PER FOOT - c= STANDARD 0 APPROACH EXISTING CURB & GUTTER N REQUIREMENTS TO FLOWLINE TO BE REMOVED >,C aS o a CO I MAINTAIN GUTTER o N LINE DEPRESSION >,o'- CONTRACTION JOINT E 2% MAX 6" EXISTING ASPHALT o TO REMAIN 53 0 °, DRIVEWAY a • .N C _ o a�o J.— — s m 1/2" EXPANSION JOINT r E rn a 6" CONCRETE WITH COMPACT SUBGRADE TO o§I° #3 BARS 0 18" O.C.E.W. 95% ASTM D-698 SAWCUT TO A ° o #4 BARS 024" 0.C.E.W. NEAT, CLEAN EDGE SECTION A-A Co .°'d 2 GENERAL NOTES: Cg w Cl) a°i 1. SLOPE OF SIDEWALK AT DRIVE APPROACHES MUST COMPLY WITH ADA REQUIREMENTS (1" PER FOOT MAXIMUM). o a) (_ ° o a 2. SEE DRIVE APPROACHES, ITEM 305.2 OF THE STANDARD SPECIFICATIONS. t o , i;2 3. ALL CONCRETE MUST BE CLASS "C" (COMPRESSIVE STRENGTH OF 3600 PSI 0 28 DAYS). 0 0 0 4. SAND WILL NOT BE ACCEPTED AS COMPACTED SUBGRADE. SAND WILL BE ALLOWED FOR LEVEL-UP ONLY. Y aE v 'a o 5. ALL STEEL MUST HAVE A 2" MINIMUM COVER. N >,t- -C o« 6. REBAR MUST STOP 2" PRIOR TO EDGE OF EXISTING STREET. >„ o 2 o 7. ANY UTILITY BOXES OR MANHOLES WITHIN THE APPROACH MUST BE ADJUSTED BY THE CITY UTILITY DEPARTMENT, OR "'m OWNER OF UTILITY, TO BE FLUSH WITH FINISH GRADE, OR RELOCATED OUT OF THE APPROACH TO THE PROPER GRADE. C 7,o ALL ADJUSTMENT COST WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, OR THE OWNER INSTALLING THE APPROACH. > v pi to RESIDENTIAL DRIVE APPROACH ._ U 4_t ASPHALT STREET oo. o o NOT TO SCALE in i5 g N p) r` > CITY OF WICHITA FALLS,TX RESIDENTIAL DRIVE APPROACH w.d ASPHALT STREET Qc,-0W • PAVEMENT STANDARDS ENGINEERING DIVISION N; E SEPTEMBER 2023 DETAIL NO. 2145 E.?2 0 3 0 r w w L N NOTE: V Lu W SLOPE SIDEWALK AS NECESSARY 12'-0" MINIMUM 0z TO MEET ADA REQUIREMENTS _ WIDTH OF DRIVE O (TYPICAL BOTH SIDES) 35'-0" MAX. _ (SEE NOTE 1) a w O ¢� 1/2" EXPANSION O 3 0- JOINT 3 SIDES a >} z ceo o<Q w CONTRACTION JOINT 1'-0" (TYP.) a w ZA O O a ODETECTABLE WARNING SURFACE o w H w ARMOR-TILE CAST IN PLACE OR a Z EQUIVALENT U w cc ROW— - — Q - - —ROW— - - rill - ° a o X 'U00 a ° a a ° ° ° J°O° O 2 )°o° °° 2 5, ° a o°o STANDARD 4' o N Jo°o a a a ° l°o° SIDEWALK `Ir to )°o° a 1 a ° ° ,o°o N ) �) a ° a �) �) ° o a w a ° ° as °° 10'R. MIN. w a 6" CURBS AS a 1 < , > REQUIRED ° ° ®q a° 9 ° ° °' O > r , ,_ __ _ ,,_ _ MAINTAIN GUTTER LINE DEPRESSION SECTION OF EXISTING CONCRETE EXISTING CURB A STREET TO BE REMOVED TO REMAIN SAWCUT EXISTING CURB FULL DEPTH AND PLACE EXPANSION JOINTS WITH 18" #4 DOWEL BARS INTO CURB AND PLAN SAWCUT CONCRETE STREET FULL DEPTH GUTTER (TYP. BOTH SIDES) AT 12" FROM BACK OF CURB. 3 0 SLOPE DRIVEWAY AS ce 5' SIDEWALK MAX SLOPE -0:..• NECESSARY TO MEET 1-1/2" PER FOOT - •4 ADA REQUIREMENTS © APPROACH TO FLOWLINE m • o MAINTAIN GUTTER o 0 I LINE DEPRESSION c 2 m EXISTING CURB TO o o= BE REMOVED 1/2" EXP. JOINT SAWCUT CONCRETE STREET E 2 o 2% MAX. 6" CONTRACTION JOINT FULL DEPTH AT 12" FROM 3 °, DRIVEWAY — — — — — — BACK OF CURB, o 0 co: Z ° — — ▪ aN F r-RAPAPA"AM.rfA arreffeA P F , 4 ci°` COMPACT SUBGRADE TO — — — — — — E °g' 95% ASTM D-698 rn as ojw-AreflirA \ E 6" CONCRETE WITH \ EXISNCCONCRETE i v #3 BARS ® 18" O.C.E.W. SECTION OF EXISTING CONCRETE o o OR STREET TO BE REMOVED STREET TO REMAIN 8« #4 BARS ® 24" O.C.E.W. 18", #4 TIE BARS ® 18" O.C. ° °'° GENERAL NOTES: SECTION A-A w1� m 1. SLOPE OF SIDEWALK AT DRIVE APPROACHES, AND DETECTABLE WARNING SURFACES MUST COMPLY WITH ADA w o o REQUIREMENTS (1" PER FOOT MAXIMUM). ° W C r,_ 2. SEE DRIVE APPROACHES, ITEM 305.2 OF THE STANDARD SPECIFICATIONS. u o - o 02 y 3. ALL CONCRETE MUST BE CLASS "C" (COMPRESSIVE STRENGTH OF 3600 PSI ® 28 DAYS). E E 4. SAND WILL NOT BE ACCEPTED AS COMPACTED SUBGRADE. SAND WILL BE ALLOWED FOR LEVEL-UP ONLY. U QO L >c`m 5. ALL STEEL MUST HAVE A 2" MINIMUM COVER. « ° T,_0L 6. REBAR MUST STOP 2" PRIOR TO EDGE OF EXISTING STREET. a o 0 "Cl v ° 7. ANY UTILITY BOXES OR MANHOLES WITHIN THE APPROACH MUST BE ADJUSTED BY THE CITY UTILITY DEPARTMENT, OR a,L2 o OWNER OF UTILITY, TO BE FLUSH WITH FINISH GRADE, OR RELOCATED OUT OF THE APPROACH TO THE PROPER GRADE. > o c ALL ADJUSTMENT COST WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, OR THE OWNER INSTALLING THE APPROACH. o+«o 8 N COMMERCIAL DRIVE APPROACH V N o: CONCRETE STREET o«° NOT TO SCALE mU g N a).6 > CITY OF WICHITA FALLS,TX COMMERCIAL DRIVE APPROACH r2 a°,>u CONCRETE STREET PAVEMENT STANDARDS ENGINEERING DIVISION Q N"°a) E" SEPTEMBER 2023 DETAIL NO. 2150 of a2 o 0 3 Q w w w I- NOTE: a SLOPE SIDEWALK AS NECESSARY 12.-0" MINIMUM a 1 TO MEET ADA REQUIREMENTS WIDTH OF DRIVE Q (TYPICAL BOTH SIDES) 35'-0" MAX. _ (SEE NOTE 1) a w Q Z0 1/2" EXPANSION o.-Q JOINT 3 SIDES w >}Zw ee Lao¢"<5 CONTRACTION JOINT O 1'-0" (TYP.) a w N ct A DETECTABLE WARNING SURFACE ARMOR-TILE CAST IN PLACE OR Ja N z EQUIVALENT W — — - ROW - - — - - ROW - - M ° o a 'o-o °oo a °° 5 a ▪000 1 STANDARD 4' o ° a o�o SIDEWALKto N 00 Sn N a ▪O''O N oo a N a V) E 6" CURBS AS ° ° ° 10R. N. E > REQUIRED a ° o (TYP) > a° - - - - ° a ' ° a Q° ° EXISTING CURB & SAWCUT EXISTING CURB AND GUTTER A MAINTAIN GUTTER GUTTER TO REMAIN FULL DEPTH AND PLACE EXPANSION LINE DEPRESSION JOINTS WITH 3-18" #4 DOWEL BARS INTO CURB AND GUTTER (TYP. BOTH SIDES) SAWCUT TO A NEAT PLAN CLEAN EDGE SLOPE DRIVEWAY AS ce O NECESSARY TO MEET 5' SIDEWALK MAX SLOPE -0:e 1-1/2" PER FOOT Y a STANDARD 0 APPROACH TO FLOWLINE (7) REQUIREMENTS EXISTING CURB & GUTTER c o ai TO BE REMOVED 0 am 1 o N MAINTAIN GUTTER o" o CONTRACTION JOINT LINE DEPRESSION N E 2% MAX. 6„ EXISTING ASPHALT MAIN / TORE W C • o 0. 2 ° a� sJ. ''C'6_ . 1/2" EXPANSION JOINT I E rn o L ° 6" CONCRETE WITH COMPACT SUBGRADE TO o§v #3 BARS ® 18" O.C.E.W. 95% ASTM D-698 SAWCUT TO A NEAT OR CLEAN EDGE ° o #4 BARS ® 24" O.C.E.W. SECTION A-A y 5 U 11 c 8'" g GENERAL NOTES: g w m d 1. SLOPE OF SIDEWALK AT DRIVE APPROACHES, AND DETECTABLE WARNING SURFACES MUST COMPLY WITH ADA REQUIREMENTS (1" PER FOOT 5 d o MAXIMUM). °N•S 2. SEE DRIVE APPROACHES, ITEM 305.2DA OF THE STANDARD SPECIFICATIONS. t 0 U L 0 ;'- 3. ALL CONCRETE MUST BE CLASS "C" (COMPRESSIVE STRENGTH OF 3600 PSI 0 28 DAYS). N N ° o E 4. SAND WILL NOT BE ACCEPTED AS COMPACTED SUBGRADE. SAND WILL BE ALLOWED FOR LEVEL-UP ONLY. v ao 5. ALL STEEL MUST HAVE A 2" MINIMUM COVER. N >,0 w C °:F.. 6. REBAR MUST STOP 2" PRIOR TO EDGE OF EXISTING STREET. >, 0 0 -0 « 7. ANY UTILITY BOXES OR MANHOLES WITHIN THE APPROACH MUST BE ADJUSTED BY THE CITY UTILITY DEPARTMENT, OR OWNER OF UTILITY, TO c N-o BE FLUSH WITH FINISH GRADE, OR RELOCATED OUT OF THE APPROACH TO THE PROPER GRADE. ALL ADJUSTMENT COST WILL BE THE iL. RESPONSIBILITY OF THE CONTRACTOR, OR THE OWNER INSTALLING THE APPROACH. °°° ._N.0 N COMMERCIAL DRIVE APPROACH ASPHALT STREET o o NOT TO SCALE N ry N r` > CITY OF WICHITA FALLS,TX COMMERCIAL DRIVE APPROACH w.0 ASPHALT STREET • PAVEMENT STANDARDS ENGINEERING DIVISION Q 0 -0 0 N; E SEPTEMBER 2023 DETAIL NO. 2155 E.?2 0 10'-0"� A I Q O 0- a a a CONCRETE ALLEY BEGIN APPROACH a ° a A a 0 a N a a 15'-0" 1/2" EXPANSION JOINT 7'-0° TYP. ° °° 7-0" TYP. DETECTABLE WARNING SURFACE ° ° 6" CURBS AS ARMOR-TILE CAST IN PLACE OR a ° r 1'-0° TYP. EQUIVALENT ° o REQUIRED +I ROW °° a ° — -ROW i — X >o0° a ° 5� ao0o 4' SIDI+EWALK ono a° 000 4' SIDIEWALK c.40 1. 0 CONTRACTION JOINT a a 1/2" EXPANSION ° EXISTING CURB ° a ° JOINT AND GUTTER 10'R TYP. ° ° ° a° a 10'R TYP. a 1 ' „ a\_ 4 SAW CUT EXISTING CURB AND A SEE NOTE 6 & 7 GUTTER FULL DEPTH AND PLACE 1/2" EXPANSION JOINTS WITH 3-18" MAINTAIN GUTTER #4 DOWELS BARS INTO CURB AND LINE DEPRESSION GUTTER (TYP BOTH SIDES) 0 PLAN 0 -05'-0" SIDEWALK APPROACH - EXISTING CURB AND 0 APPROACH ONLY GUTTER TO BE REMOVED. CONTRACTION JOINT o a r°'n MAINTAIN GUTTER w 0)o 3 LINE DEPRESSION ° � , 1 4" PER FT o" CO / _- 6" 1_ EXISTING ASPHALT o N CONCRETE ALLEY 2% MAX, 1�2" PER FOOT TO REMAIN ° - - -12.59, MRX - - 3 o+ r W — O N — Z O— � a — N c o '- E L. ai 1/2" EXPANSION JOINTA driltriftriall E o o E 8" LIME STABILIZED SUBGRADE (ITEM SECTION A-A 6" CONCRETE WITH 6E&7OTE o§v° 301.2) COMPACTED TO 95% ASTM D-698, #4 BARS ® 12" O.C.E.W. m o $ APPLIED AT A RATE OF 30 LBS./SQ.YD. ✓ GENERAL NOTES: g4 2 1. ALL CONCRETE MUST BE CLASS "C" (COMPRESSIVE STRENGTH OF 3600 PSI 0 28 DAYS). 5 • a d a) 2. SEE DRIVE APPROACHES, ITEM 305.2 OF THE STANDARD SPECIFICATIONS. o a (io .2 4 ° 3. ALL REINFORCING STEEL MUST HAVE A 2" MINIMUM COVER. t o i 2 4. REFERENCE "PAVEMENT SECTION ALLEY DETAIL", FOR SUBGRADE PREPARATION REQUIREMENTS FOR ALLEY APPROACHES. o No 0 5. SAND WILL NOT BE ACCEPTED AS COMPACTED SUBGRADE. SAND WILL BE ALLOWED FOR LEVEL-UP ONLY. >,aE v 2,,- 2 6. FOR CONCRETE PAVEMENT: t >d WHEN THE EXISTING CURB HAS BEEN PLACED MONOLITHIC WITH THE STREET PAVEMENT, SAW CUT THE STREET AT 12" FROM BACK OF CURB, o« FULL DEPTH, INSTALL 18", TIE BARS 0 18" O.C. INTO THE STREET. >,_ o 2« 7. FOR ASPHALT PAVEMENT: co m v SAW CUT EXISTING PAVEMENT TO A NEAT, CLEAN EDGE. y� `o 'o 0 2 8. SLOPE OF SIDEWALK AT DRIVE APPROACHES AND DETECTABLE WARNING SURFACES MUST COMPLY WITH ADA REQUIREMENTS (1" PER FOOT 0, ° MAXIMUM). N co, N ALLEY APPROACH � VO4_ o o NOT TO SCALE in U g N 0) r~ i CITY OF WICHITA FALLS,TX ALLEY APPROACH ° T c PAVEMENT STANDARDS ENGINEERING DIVISION w d o Q co-0 01 N; E SEPTEMBER 2023 DETAIL NO. 2160 E.22 o 3 Q m o: 0 U W - m NOTE: a SLOPE SIDEWALK AS NECESSARY 12.-0" MINIMUM Z TO MEET ADA REQUIREMENTS WIDTH OF DRIVE - o (TYPICAL BOTH SIDES) 30.-0" MAX. _ (SEE NOTE 1) a w 1- W a oZ U W O a a >}O W ee CC o a Z"<5 1/2" EXPANSION as —1.-0" (TYP.) a w N uj A JOINT 3 SIDES OU NW Z o L - - ROW - - — - - ROW - - a < ., Z f X a X ° o STANDARD 4' m m ° 5' a s STANDARD 4' jr w SIDEWALK a a a SIDEWALK � N N14 a �° w ° as I 7'R cu Nz, w al CONTRACTION JOINTA (TYP) a „. 1- A EXISTING MOUNTABLE CURB TO REMAIN PLAN SLOPE DRIVEWAY AS cc o T NECESSARY TO MEET 5' SIDEWALK MAX SLOPE c.= I~ STANDARD 0 APPROACH 1-1/2" PER FOOT -1 EXISTING MOUNTABLE N REQUIREMENTS TO FLOWLINE CURB TO REMAIN >,C C o yj O W CO I ? o . y I o'-• CONTRACTION JOINT EXISTING ASPHALT o N E 2% MAX. 6" ` f TO REMAIN dC (,( '6 3 3 °, DRIVEWAY •• a •• • el 1 zo- mif � . 1/2" EXPANSION JOINT E ° aN o+ a u E 6" CONCRETE WITH COMPACT SUBGRADE TO o§-° #3 BARS 0 18" O.C.E.W. 95% ASTM D-698 OR 18" #4 TIE BARS 0 18" O.C. ° o #4 BARS ® 24" O.C.E.W. SECTION A-A y N .°,,, 2 GENERAL NOTES: W Cg m a°i 1. SLOPE OF SIDEWALK AT DRIVE APPROACHES MUST COMPLY WITH ADA REQUIREMENTS (1" PER FOOT MAXIMUM). o a) ,_ 2. SEE DRIVE APPROACHES, ITEM 305.2 OF THE STANDARD SPECIFICATIONS. ° o c_ • • L o 3. ALL CONCRETE MUST BE CLASS "C" (COMPRESSIVE STRENGTH OF 3600 PSI 0 28 DAYS). i;o 0 0• 0 4. SAND WILL NOT BE ACCEPTED AS COMPACTED SUBGRADE. SAND WILL BE ALLOWED FOR LEVEL-UP ONLY. y a E 5. ALL STEEL MUST HAVE A 2" MINIMUM COVER. v ao r c o 6. REBAR MUST STOP 2" PRIOR TO EDGE OF EXISTING STREET. �'' o w a o 0 7. ANY UTILITY BOXES OR MANHOLES WITHIN THE APPROACH MUST BE ADJUSTED BY THE CITY UTILITY DEPARTMENT, OR v « OWNER OF UTILITY, TO BE FLUSH WITH FINISH GRADE, OR RELOCATED OUT OF THE APPROACH TO THE PROPER GRADE. c o v ALL ADJUSTMENT COST WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, OR THE OWNER INSTALLING THE APPROACH. Nli o > v RESIDENTIAL DRIVE APPROACH .N-E to U WITH MOUNTABLE CURB o z o NOT TO SCALE N p) N r` > CITY OF WICHITA FALLS,TX RESIDENTIAL DRIVE APPROACH wd WITH MOUNTABLE CURB Qc,-0W o PAVEMENT STANDARDS ENGINEERING DIVISION N; E SEPTEMBER 2023 DETAIL NO. 2165 E 0 3 0 1 s w NOTE: SLOPE SIDEWALK AS 10'-0" MINIMUM - NECESSARY TO MEET 10-0 OF DRIVE ADA REQUIREMENTS o } cc a 0 w zcc -ao 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT aw = v) wo REQUIRED FOR SIDEWALK 0 w 1— co ce o w(TYP. BOTH SIDES) w cc aZwo a 1' TYP. of�ww A ROW ! — — ROW — — I } STANDARD a m STANDARD o^ 4' 5' a 4' N SIDEWALK ° N S 1 SIDEWALK 24"Ia CONTRACTION MIN. Q a a JOINT S FL DITCH 12" MIN. PIPE. FL DITCH as 7'R MIN. ° a s ° ° a a 7R MIN. a a a 3' SHOULDER 0, a ° ° o a ° a SAWCUT TO A NEAT, J EDGE OF EXISTING CLEAN EDGE. A 3:1 SLOPED PAVEMENT I END TREATMENT PLAN BOTH SIDES TYP. 3 0 SLOPE DRIVEWAY AS 5' SIDEWALK MAX. SLOPE 3, NECESSARY TO MEETce CA 1-1/2" SHOULDER EXISTING STANDARD REQUIREMENTS PER FOOT PAVEMENT I c• E i i ' 4' TO REMAIN CONTRACTION JOINT -o- T▪ c 2% MAX. 6" o a• a DRIVEWAY •a. �. . . —i _ — d 0 �— � . • . i 7 o v �r� 1 - - - - - °N°3rn 6" MIN. A �` o my 1/2" EXPANSION JOINT COVER SAWCUT TO A NEAT, .°a CLEAN EDGE. aci 7 ` 6" CONCRETE WITH 12" MIN. PIPE COMPACT SUBGRADE E o aa'' #3 BARS ® 18" O.C.E.W. TO 95% ASTM D-698 o r o OR °U E #4 BARS 0 24" O.C.E.W. SECTION A-A rn� c o `o CoN w 3 .En w ai w` GENERAL NOTES: i d o 1. SEE DRIVE APPROACHES, ITEM 305.2 OF THE STANDARD SPECIFICATIONS. N = 2. ALL CONCRETE MUST BE CLASS "C" (COMPRESSED STRENGTH OF 3600 PSI 0 28 DAYS). r o U i 0 3. SAND WILL NOT BE ACCEPTED AS COMPACTED SUBGRADE. SAND WILL BE ALLOWED FOR LEVEL—UP ONLY. • d U N O r a E 4. ALL STEEL MUST HAVE A 2" MINIMUM COVER. U o_w 5. DRAINAGE PIPE SIZE WILL BE MINIMUM 12" DIAMETER, OR AS DETERMINED BY CITY ENGINEER. DRAINAGE CONDITIONS MAY ALLOW A DIP • c a) IN DRIVEWAY WITHOUT PIPE. ▪oy o• ° 6. ANY UTILITY BOXES OR MANHOLES WITHIN THE APPROACH MUST BE ADJUSTED BY THE CITY UTILITY DEPARTMENT, OR OWNER OF u° UTILITY, TO BE FLUSH WITH FINISH GRADE, OR RELOCATED OUT OF THE APPROACH TO THE PROPER GRADE. ALL ADJUSTMENT COST c o v WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, OR THE OWNER INSTALLING THE APPROACH. a)w o ° DRIVE APPROACH ._U L y ▪ 3" RURAL STREET Oo- o o NOT TO SCALE to 3 co a,.)'m CITY OF WICHITA FALLS,TX DRIVE APPROACH w o>c RURAL STREET PAVEMENT STANDARDS ENGINEERING DIVISION aCO-0 ^) E" 2170 � �E JUNE 2024 DETAIL NO. 2 4 N w o 3 o 5'x5' HANDICAP PASSING AREA FOR Y SIDEWALKS WITH RUNS EXCEEDING 200' 3 BETWEEN DRIVE APPROACHES. w 0 rn 40' MAX. 0 o cv Cs/ A ROW— - - 4 4 4 4 4 as ° *SLOPE WITH GRADE S 4' MIN. °< ° e OF STREET a (TOP OF CURB) ° ° ° ° ° 4 (SEE NOTE #5) ° 4 ° ° B 17 9 Q. A 1/2" EXPANSION JOINT 5'-0" (MAX.) 1/2" EXPANSION JOINT CONTRACTION JOINT PLAN 0 cc VARIES SEE SIDEWALK WIDTHS AND LOCATION DETAILS - VARIES 4'-0" MIN. -1 1'-0" I BACK OF CURB VARIES 2% MAX. �� / 3/4" VA/V/V//A/ /�//�//�//�j�/jV IMOMMII j/i O W? lin 4- a) 4" ° L- N ▪0« COMPACTED SUBGRADE o N 90% ASTM D-698 ° 3 3 rn #3 REBAR 0 18" O.C.E.W. zo o,` CENTERED IN SLAB SECTION B-B • N N i ` SECTION A-A CONTRACTION JOINT ° N p L ° SUE ova° r- `° GENERAL NOTES: c y i ci 1. SIDEWALK REINFORCING (EXCLUDING DRIVE APPROACHES) MUST BE #3 BARS 0 18" O.C.E.W. OR #4 BARS ON 24" D.C. c `'' 2. ALL CONCRETE MUST BE CLASS "C", (COMPRESSIVE STRENGTH OF 3,600 PSI. 0 28 DAYS.) N N d '6 3. SAND WILL NOT BE ACCEPTED AS COMPACTED SUBGRADE. SAND WILL BE ALLOWED FOR LEVEL-UP ONLY. o N S 4. ANY UTILITY BOXES OR MANHOLES WITHIN THE SIDEWALK MUST BE ADJUSTED BY THE CITY UTILITY DEPARTMENT, OR cii 2 `o OWNER OF UTILITY, TO BE FLUSH WITH FINISH GRADE, OR RELOCATED OUT OF THE SIDEWALK TO THE PROPER GRADE. ALL ADJUSTMENT COST WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, OR THE OWNER INSTALLING THE SIDEWALK. N N ° W ° >,a E 5. CROSS SLOPE AT DRIVE APPROACHES AND RAMPS MUST COMPLY WITH ADA REQUIREMENTS. v a`o (1 INCH PER FOOT MAXIMUM) t▪ C L 6. IF SIDEWALK IS PLACED ADJACENT TO CURB, MINIMUM WIDTH SHALL BE 6'. a o 0 7. PLACE SIDEWALK 1' OFF ROW LINE. PROVIDE 5' MINIMUM WIDTH SIDEWALK IN COMMERCIAL AREAS WITH HEAVY m"' PEDESTRIAN MOVEMENTS. co E 7,E >L'-° 8. SIDEWALKS INSTALLED WITHIN TXDOT RIGHT OF WAY MUST BE A MINIMUM WIDTH OF 5' AND MEET REQUIREMENTS OF $° o TXDOT PEDESTRIAN STANDARDS. N. to U SIDEWALK g• o NOT TO SCALE • i CITY OF WICHITA FALLS,TX w ,,c SIDEWALK w° ° V PAVEMENT STANDARDS ENGINEERING DIVISION Q W-0 a)N; E SEPTEMBER 2023 DETAIL NO. 2200 E.?2 0 0 J J Q I r J - 7' Q 0 0 N �6"� I o 2"f N 3/4" CHAMFER 3/4" CHAMFER i A iv/\/A/ . a VAA\: •� WOODEN FORM, REQUIRED FOR TOP EDGE OF / WALL. MUST BE REMOVED BEFORE BACKFILL. \'° #4 BARS AT 18" CNTRS. BOTH WAYS. /\ VA / I.°, ° CLASS "C" CONCRETE 18" // „ � MAX. %A%° ° %A/� „/A PERMISSIBLE CONSTRUCTION JOINT ✓ a . WITH 3" X 2" BLOCKOUT. V• A ` a- `., #4 BARS AT 12" CNTRS. BOTH WAYS j ' . (USE #5 BENT BARS WHERE H EXCEEDS 3'). j 7 -o 2% MAX. 1/4" R T c O 0.0 m ° ., ° as «o« m 3 3 0, /AA/• �� AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/V /AA/A\VAAA/AA/AA/AA/AA/ 0 o \jVAA VAA/VAA/VAA/VAA/VAA/VAA/VAA VAA/VAA VAA/VAA VAA/VAA VAA/VAA/VAA/VAA/VAA/VAA/VAA/VA VA VAA/VAA VAAAA VAAAAVAA/VAA/VAA. /.y//,y/\y/✓i /i /i // // //y /y//y/y/�/A//y"" ��/"/ //A/i�/y /y/�" �/i //iy/ E 0 0♦ FLAT p L E S UE 0 v° w rn c o `o y N C o cU c d 2 w� N V 0 a) ,_ GENERAL NOTES: °N•S 1. PROVIDE VERTICAL EXPANSION IN WALL AT 25' MAX. SPACING (USE EXPANSION JOINT DETAIL NO. 2051 c 2 WITH TXDOT TYPE A WATERSTOP AND MODIFY AS REQUIRED.) i awo 2. WALL DESIGN ASSUMES NO SURCHARGE. A SPECIAL ENGINEERING ANALYSIS IS REQUIRED FOR OTHER ° 0 CONDITIONS. 0 a° 3. STRAIGHT, CLEAN EXCAVATION WALL MAY BE USED AS FORM ON BACK OF WALL. A WOODEN FORM IS t >d REQUIRED FOR TOP EDGE OF WALL. IF BACK SIDE OF WALL DOES NOT USE EXISTING SOIL AS A FORM, ▪ 0« BACKFILL BEHIND WALL IN 8" LIFTS COMPACTING TO 95% PER ASTM D-698. >'- o 00 -o - N 0 V c o° 0 SIDEWALK ._ N L to 0 0 WITH 18" RETAINING WALL o z o NOT TO SCALE in6 8 ;42 "' CITY OF WICHITA FALLS,TX SIDEWALK w°0o WITH 18"RETAINING WALL QA)0V • PAVEMENT STANDARDS ENGINEERING DIVISION 0; E 44 SEPTEMBER 2023 DETAIL NO. 2205 0 I—. 4 0 0 z 0 F 0 LJ z z 0 0 J_ EXPANSION JOINT SEE DETAIL. w J 0 O: U S 0 \C FPR1.k- N OF GAR CO a °4 3'R (TYP) ACCOMMODATE 5% MAX DRAINAGE AS RUNNING SLOPE NECESSARY EITHER DIRECTION ,l___________ ......_ ______ , L, 4 SAWED CONTRACTION JOINT (5' SPACING) a ° ° SEE APPLICABLE DETAIL. WIDTH VARIES ° A R.O.W. ACCOMMODATE / 6 - - DRAINAGE AS a - P. NECESSARY a A a' / a EXPANSION JOINT AT R.O.W. T / SEE APPLICABLE DETAIL. v! Y a / PRIVATE >,C SIDEWALK C O yj O O_N 4- N j ,.O=' / OS W O j N O a c o=Z GENERAL NOTES: • N N o L., . 1. APPROVAL REQUIRED FROM PARKS AND RECREATION E ° a FOR THE CIRCLE TRAIL CONNECTION, CONTACT o=' o PARKS AND RECREATION AT 940-761-7490. �uE o§v° 2. ENCROACHMENT AGREEMENT REQUIRED FOR THE r o o CIRCLE TRAIL CONNECTION, CONTACT PROPERTY -V i-'y 2% MAX. SLOPE MANAGEMENT AT 940-761-8816. IN EITHER Co+. VARIES DIRECTION VARIES 3. TRAIL CONNECTION MUST BE MADE AS is g ' - - -- -- PERPENDICULAR TO EXISTING TRAIL AS POSSIBLE. o > t \�,\�,\�,\\\ \�,\�,\�,\�,\�,. 4. SIDEWALK REINFORCING SHALL BE #4 BARS 0 18" 1-' d o AVAV Av O.C.E.W. AND DOWELED INTO EXISTING TRAIL t-Pi.- >%>Fow 5. ALL CONCRETE MUST BE CLASS "C", (COMPRESSIVE //V\ 1///,/j//,/�/�/4// A///,\ % STRENGTH OF 3,600 PSI. 0 28 DAYS.) 0 0 0 6" 6. SAND WILL NOT BE ACCEPTED AS COMPACTED y o-E #4 REBAR 18" O.C.E.W. SUBGRADE. SAND WILL BE ALLOWED FOR LEVEL-UP v ' o COMPACTED SUBGRADE CENTERED IN SLAB AND ONLY. a 0) T` 90% ASTM D-698 DOWELED INTO EXISTING o o TRAIL 7. INSTALLATION MAY REQUIRE PIPE AND DITCH WORK >,,_ o TO ACCOMMODATE DRAINAGE. N co SECTION A-A C O O O O C 01y+ O N 5 N CIRCLE TRAIL CONNECTION V N ,°o" NOT TO SCALE oz o inU g N ry.N o CITY OF WICHITA FALLS,TX o .- ,, CIRCLE TRAIL CONNECTION °'° ° PAVEMENT STANDARDS ENGINEERING DIVISION V Q 0 V N N; E SEPTEMBER 2023 DETAIL NO. 2210 E.?2 U 0 z a J 0 0 z I , ET_ E I r V) J AI U) .. c, , .. „ ... 0 N a ®/////` 3 'Yo'Fio°°o°:...„,,./..giiira:. 1-..-6'—.--I FACE OF CURB 2' (TYP.) 2' (TYP.) T a!' C Y N T c C O aj O O_N N , O N T O=' 5C N O ii N 'N c 2' (TYP.) O N4, z o- N C N o o°. N N E ° a o 0 III OF C 1111 Hi III -4NIII 1 0 0 4.9 I TaE N T .0 C.c >, 0 ° CROSSWALK STRIPING PLAN y w N E �o i L'v° NOTE: NOT TO SCALE 0 o c o+« o (1, y 1. STRIPING MUST BE WHITE, 100 MIL THICK HOT APPLIED THERMOPLASTIC WITH DROP-ON GLASS TRAFFIC BEADS OR TYPE C PREFABRICATED PAVEMENT MARKINGS. MATERIAL, SURFACE PREPARATION, SEALER, AND INSTALLATION OF CROSSWALK PAVEMENT a`o MARKINGS MUST BE IN ACCORDANCE WITH ITEMS 666, 668, AND 678 OF TXDOT STANDARD SPECIFICATION FOR CONSTRUCTION AND a O MAINTENANCE OF HIGHWAYS, STREETS AND BRIDGES. o 0 in CJ g N N.N "' CITY OF WICHITA FALLS,TX L•w ,, CROSSWALK STRIPING PLAN w° ° ✓ PAVEMENT STANDARDS ENGINEERING DIVISION Q ooa a a, 0; E 44 SEPTEMBER 2023 DETAIL NO. 2400 0 H N 2 U 0 I- w w I- z w w w 0 0 U 00 w a a - 4' MIN.-24' MAX. N 6' MAX. SPACING 2"X 8" CCA TREATED RAIL 5/8" CARRIAGE BOLT —8" TO 12" \0\ / v/ 20" , 4� 20" 5' MIN. >, \0\ //r/ c7, 6" MIN. DIA. CCA T C c a r°'n TREATED POSTS LO 3 O v GROUND SURFACE I OctoO E a 6" WIDE STRIPES 3 3 cn o. to WHITE AND ORANGE O Z o REFLECTIVE PER 36" TxMUTCD. 0_U E §a° 4" o o f I I CONSOLIDATED '��y I IIYF ylll CONCRETE c U 3 12" w 4• 2 4" PEA GRAVEL N • N O N ▪ N O O N C • o NOTE: d N 1. STRIPES ON BARRICADE SHALL BE ALTERNATING WHITE AND ORANGE RETROREFLECTIVE SHEETING WITH STRIPES SLOPING 0 0 E DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION ROAD USERS ARE TO PASS. BARRICADE SHALL BE v 'a o CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE TxMUTCD. U, >, C▪ o. >, 0 O O DEAD END STREET a`,w O TYPE III BARRICADE DETAIL N V NOT TO SCALE t 0 0.. O nU g N ry N • > CITY OF WICHITA FALLS,TX DEAD END STREET w°d TYPE III BARRICADE DETAIL Qa,-0a, PAVEMENT STANDARDS ENGINEERING DIVISION ; E SEPTEMBER 2023 DETAIL NO. 2410 E.82