#3 18" O.C. EACH WAY 24" #5 DOWELS AT 18" O.C. 7" 3500 P.S.I. CONCRETE NOTE:

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1 #3 O.C. ECH WY #3 O.C. ECH WY #3 O.C. ECH WY 2 #5 DOWELS T O.C. EXISTING CONCRETE PVEMENT NEW CONCRETE PVEMENT 5" 5" LIGHT DUTY HEVY DUTY R C H I T E C T U R L D E S I G N G R O U P SUBGRDE COMPCTED TO 95% PROCTOR (6% LIME TRETMENT BY WEIGHT) SUBGRDE COMPCTED TO 98% PROCTOR (4-/2% LIME STBILIZTION BY WEIGHT) SUBGRDE COMPCTED TO 98% PROCTOR (4-/2% LIME STBILIZTION BY WEIGHT) NOT USED 8 EXISTING CONC. TO NEW CONC. DETIL S PER GEOTECHNICL REPORT NEW TRDEWINDS FCILITY ENNIS JOSLIN RD. & S.P.I DRIVE - CORPUS CHRISTI, TEXS JUNE 24, ROCK ENGINEERING & TESTING LBORTORY, INC. 2 DUMPSTER PD S PER GEOTECHNICL REPORT NEW TRDEWINDS FCILITY ENNIS JOSLIN RD. & S.P.I DRIVE - CORPUS CHRISTI, TEXS JUNE 24, ROCK ENGINEERING & TESTING LBORTORY, INC. LIGHT DUTY CONCRETE PVEMENT 4 S PER GEOTECHNICL REPORT NEW TRDEWINDS FCILITY ENNIS JOSLIN RD. & S.P.I DRIVE - CORPUS CHRISTI, TEXS JUNE 24, ROCK ENGINEERING & TESTING LBORTORY, INC. HEVY DUTY CONCRETE PVEMENT 3 SWCUT JOINT FILL W/ "SIKFLEX-2C,NS/SL" LIMESTONE GREY JOINT SELER DEPTH = 25% OF SLB THICKNESS ( / FOR CONCRETE) CONTRCTION JOINTS SHLL BE LYED OUT WITH 2' NOMINL, 5' MX. SPCING BOTH WYS UNLESS OTHERWISE SHOWN. LL JOINTS SHLL HVE JOINT SELNT. CONTRCTION JOINT "SC" TOOLED EDGES / PREPRED EXPNSION JOINT PROVIDE EXPNSION JOINTS T BUILDING ND PROPERTY LINES. ON PERIMETER OF PEDESTLS, ISLNDS, PDS, UNDERGROUND TNKS. LL JOINTS SHLL HVE WTER PROOFJOINT SELNT. 3/ EXPNSION JOINT "EJ" PRIME JOINT SURFCES WITH.C. HORN DEHYDRTINE # 4 & FILL WITH "SIKFLEX-2C, NS/SL LIMESTONE GREY JOINT SELER METL SCREED KEY JT. PROVIDE CONSTRUCTION JOINTS ON EDGES OF ECH CSTING ND WHERE OLD CONCRETE MEETS NEW CONCRETE. LL JOINTS SHLL HVE WTER PROOFJOINT SELNT. CONSTRUCTION JOINT "CJ" #5 SMOOTH DOWEL-2 LONG T 2 O.C., GRESED T ONE END SPH. CONC. PV. FLEXIBLE BSE / X DUMMY JOINT '-0" X X X X X X W3 OR6 GUGE WIRE MESH REINF.. TO BE USED WHERE REQUIRED TO CRRY DRINGE WTER CROSS SIDE GUTTERS 2. IF CONCRETE PVEMENT IS USED, DOWEL PVEMENT TO VLLEY GUTTER USING #5 SMOOTH DOWEL-2 LONG T 2 O.C., GRESE OR WRP ONE END 2'-0" " '-0" SPH. CONC. PV. FLEXIBLE BSE CONCRETE CURB #4 3 O.C. EXTEND FROM BC SUBGRDE REFER TO GEOTECHNICL REPORT TRNSVERSE CONCRETE JOINTS SHLL BE CONSTRUCTED THROUGH TO BCK OF LL CURBS " PERMISSIBLE COLD JOINT 2 / Ø PIN REFER TO GEOTECHNICL REPORT DTE NO. REVISION ISSUE / BY NOT USED 7 NOT USED 6 GENERL NOTES: 5'-0" FLRED SIDE 5'-0" MIN. SIDEWLK SLOPE DOWN 8.33 % MX. 6'-0" SIDEWLK 5'-0" MIN. TYPICL HNDICP RMP BUILT INTO SIDEWLK LNDING REQUIRED IF SIDEWLK DOES NOT CONTINUE THROUGH HNDICP RMP DETIL DUMMY JT. 4'-0" MIN. EXP. JT. CONCRETE JOINT DETILS 0 2 CONCRETE VLLEY GUTTER 5 SIDEWLK SWLE SIDES OF RMP TO TRNSITION BETWEEN CURB ND SIDEWLK (:0 SLOPE). WHEELCHIR RMPS RE TO BE LOCTED T CROSSWLK RES DESIGNTED ON THE PLN. 2. SURFCE TEXTURE OF WHEELCHIR RMP SHLL BE OBTINED BY TOOL FINISH TRVERSE TO THE SLOPE OF THE RMP. 3. SLOPES SHLL BE UNIFORM WITH NO BRUPT CHNGES IN GRDES, NORML GUTTER LINE PROFILE SHOULD BE MINTINED THROUGH THE RE OF THE RMP. 4. WHEELCHIR RMPS SHLL BE MESURED ND PINTED S CONCRETE SIDEWLK ND CONCRETE CURB ND GUTTER, S PPLICBLE. 5. CONCRETE RMP SHLL BE 5 SCK MIX ND SHLL HVE MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. 6. LL CONCRETE WORK SHLL BE TRETED WITH THE MEMBRNECURING COMPOUND FTER SURFCE TEXTURE HS BEEN COMPLETED. 7. X NO. 6 WIRE MESH SHLL BE USED FOR REINFORCING. 8. LL RMPS SHLL CONTRST VISULLY WITH DJOINING SURFCES, DRK VERSUS LIGHT. THE MTERIL USED TO PROVIDE THE CONTRST SHLL BE N INTEGRL PRT OF THE RMP. NOT USED 5 SIDEWLK RMP 4 8.3% RMP 5' MIN 3 PRLLEL CURB RMP (USE ONLY WHERE WTER WILL NOT POND IN THE LNDING.) NEENH CO. TYPE "L" NCHORS ND TYPE "D" COVER CONTINUOUS LENGTH S REQUIRED BY SIDEWLK 2-#3 REBRS 2'- LONG 3" 5" ' x STEEL PLTE (NON SKID RIDGES) 9" S REQUIRED 2 9" SIDEWLK OPENING DETIL SECTION SEL / DEEP HOLE W/ MORTR 2-"Ø HOLES 4 / PRECST CONCRETE WHEEL STOP 3" 3" 6'-0" THICKNESS S INDICTES / CONCRETE SIDEWLK (REFER TO SIDEWLK DETIL FOR REQUIRED REINFORCING) EXIST. CONC. C & G (2) #4 CONTINUOUS TOOLED JOINT 3" RDIUS 8 8 CONSIDERTION OF CONCRETE CURB SHOULD BE GIVEN WITH REGRD TO PVEMENT DIMENSIONS SIDEWLK/CONCRETE HEDER SLOPE PER PLN WIDTH REFER TO PVING & DRINGE PLN PLN VIEW JOINT SEL REDWOOD BORD EXPNSION JOINT FILLER (REFER TO EXPNSION JOINT DETIL) CONCRETE PVING (REFER TO DETILS FOR REQUIRED REINF.) #3 2 OC 5 / 3500 PSI WITH No. 4 9" C-C CONCRETE PRON DETIL #4 OCEW TYP. EXIST. CONC. C & G REFER TO PVING & DRINGE PLN 2 3/ R.O.W. LINE NOTE. CONCRETE SHLL HVE 3000 PSI COMPRESSIVE STRENGTH T 28 DYS 2. SUBGRDE SHLL BE COMPCTED TO 90% MX DENSITY. CONCRETE D' SND CUSHION OR CLICHE BSE CURB & GUTTER ROW ' 6'' VRIES' x #6 MESH 6 SIDEWLK DETILS 7 ' C "' E SECTION - GENERL NOTES:.DEVITIONSN FROM THESE STNDRDS SHLL BE SUBMITTED TO THE CITY ENGINEER FOR PPROVL PRIOR TO CONSTRUCTION. 2. SIDEWLK SHLL BE CONSTRUCTED WITHIN STREET R.O.W. 3. PROVIDE 5' X 5' PSSING SPCE T MXIMUM 200' INTERVLS, IF SIDEWLK IS LESS THN 5' ON WIDTH (DRIVEWY IS CONSIDERED PSSING SPCE) CONSTRUCTION NOTES:. CROSS-SLOPE T.5% USUL ND 2.0% MX. B. SIDEWLK, WIDTH VRIES. 4 FT MINIMUM WHEN SETBCK 5 FT FROM THE CURB. 5 FT. MINIMUM WHEN DJCENT TO THE CURB. C. SEE DRIVEWY PRON DETIL. D. CONTRCTION JOINTS EVERY 6 FT.; EXPNSION JOINT EVERY 30 FT. ND LONG CURB ND GUTTER WHEN SIDEWLK DJCENT TO CURB ND LONG NY STRUCTURE EXISTING. E. / EXPNSION JOINT. PVING & GRDING DETILS NOT TO SCLE 2 Dr. Espada Retail Center at Ennies Joslin and SPID Scale: Date: Project No: Sheet: C5. of Corpus Christi, Texas 6 0

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5 50' MIN. DRIN TO SEDIMENT TRPPING DEVICE FILTER FBRIC 3' MIN. WIDTH BCKFILL & HND TMP. 90 EMBED POSTS MIN. OR NCHOR IF IN ROCK. R C H I T E C T U R L D E S I G N G R O U P SECTION - CORSE GGREGTE PLN 4' MIN. SEDIMENT CONTROL FENCE USGE GUIDELINES SEDIMENT CONTROL FENCE MY BE CONSTRUCTED NER THE DOWNSTREM PERIMETER OF DISTURBED RE LONG CONTOUR TO INTERCEPT SEDIMENT FROM OVERLND RUNOFF. 2-YER STORM FREQUENCY MY BE USED TO CLCULTE THE RTE TO BE FILTERED. SEDIMENT CONTROL FENCE SHOULD BE SIZED TO FILTER MX. THROUGH RTE OF 00 GPM/FT. SEDIMENT CONTROL FENCE IS NOT RECOMMENDED TO CONTROL EROSION FROM DRINGE RE LRGER THN TWO CRES. GENERL NOTES :. THE GUIDELINES SHOWN HEREON RE SUGGESTIONS ONLY ND MY BE MODIFIED BY THE ENGINEER. DTE NO. REVISION ISSUE / BY 4' MIN. 50' MIN. 4' MIN. MIN. 6: MIN. PPROCH TRNSITION GENERL NOTES 5. THE CONSTRUCTION EXIT SHLL BE GRDED TO LLOW DRINGE TO SEDIMENT TRPPING DEVICE. PPROCH TRNSITION BITUMINOUS CONCRETE, PORTLND CEMENT CONCRETE OR OTHER MTERIL S PPROVED BY THE ENGINEER. FOUNDTION COURSE MIN. PROFILE. THE LENGTH OF THE TYPE CONSTRUCTION EXIT SHLL BE S INDICTED ON THE PLNS, BUT NOT LESS THN 50'. 2. THE CORSE GGREGTE SHOULD BE OPEN GRDED WITH SIZE OF TO. 3. THE PPROCH TRNSITIONS SHOULD BE NO STEEPER THN 6: ND CONSTRUCTED S DIRECTED BY THE ENGINEER. 4. THE CONSTRUCTION EXIT FOUNDTION COURSE SHLL BE FLEXIBLE BSE, 6. THE GUIDELINES SHOWN HEREON RE SUGGESTIONS ONLY ND MY BE MODIFIED BY THE ENGINEER. CONNECT THE ENDS OF SUCCESSIVE REINFORCEMENT SHEETS OR ROLLS MIN. OF 6 TIMES WITH HOG RINGS. GLV. W.W.M. (2.5 G. MIN.) MX. OPENING SIZE SHLL BE X. WOVEN FILTER FBRIC 4' MIN. STEEL OR WOOD POSTS SPCED T 6' TO 8'. SOFTWOOD POSTS SHLL BE 3" MIN. DI. OR NOMINL X. HRDWOOD POSTS SHLL HVE MIN. CROSS SECTION OF.5" X.5". FSTEN FBRIC TO TOP STRND OF WELDED WIRE MESH (W.W.M.) BY HOG RINGS OR CORD T MX. SPCING OF 5". 90 TTCH THE W.W.M. & FBRIC ON END POSTS USING 4 EVENLY SPCED STPLES FOR WOODEN POSTS (OR 4 T-CLIPS OR SEWN VERTICL POCKETS FOR STEEL POSTS). PLCE TO OF FBRIC GINST THE TRENCH SIDE ND PPROX. CROSS TRENCH BOTTOM IN UPSTREM DIRECTION. MINIMUM TRENCH SIZE SHLL BE SQURE. BCKFILL ND HND TMP. Dr. Espada Retail Center at Ennies Joslin and SPID Corpus Christi, Texas Scale: S SHOWN Date: CONSTRUCTION EXIT (TYPE ) 2 TEMPORRY SEDIMENT CONTROL FENCE EROSION & SEDIMENT DETILS SCLE: NOT TO SCLE Project No: 5-96 Sheet: 0 C7. of 0