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HomeMy WebLinkAboutUNDERWOOD PLAZA SITE PLANs FOR USE WITH CONCRETE OR ASPHALT CURBED -TYPE STREETS. INCLUDE SECTIONS APPLICABLE A USE WHERE SIDEWALKS TO BE BUILT OTHER THAN DRIVEWAY 1/4' TO 1/2' SLOPE PER FT. R/W 2, o' EXIST. CURB 3ie' PER FTCMINIM MJ 4' MIN, WIDTH GUTTER I;IIII I W OP05ED I VARIANCE BY ill SPECIAL r . �:•- S PERMISSION B USE FOR ALL PROPOSED DRIVES ON 1/4' TO 3/4' SLOPE TO CURVED TYPE STREETS I' ACROSS WALKS.. ---- PROP. SAW 3/4' TO 13i ' CUT 12' 1' BOARD EXPANSION JOINT OR I12' NON -EXTRUDING PREFORMED JOINT EXIST. PAV'T 6' REINF. CONCRET� (SEE NOTE 2) C USE WHERE PROPOSED DRIVEWAY IS TO BE BUILT WITH EXISTING SIDEWALKS. WITH EXCESSIVE GRADE EXIST. SIDEWALK MAY BE DIPPED ACROSS EXIST, WALK DRIVEWAY AT MAXIMUM SLOPE OF 1'/FT WALK : PROPo's PROPOSE PROPOSED DRIVEWAY EXPANSION JOINT E.J. NOTE 4 NOTE 4 D , RIGHT Y LINE SIDEWALK 1' BOARD EXPANSION OR IL2/ END CURB AT N -EXTRUDING PREFORMED JOIN SIDEWALK PROPOSED DRIV EXIST. CURB EXIST, CURE FACE OF CURB GUTTER LINE SAW 4 EXPOSE STEEL ON CONCRETE 5TREET� � k- - (1•IM 3AW_r�l i VV IpUP) - 1. SIDEWALK BE CON57WCTED WITH PORTLAND CEMENT CONCRETE. 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE, 4'r2' THICK, 4' MINIMUM WIDTH. 2. DRIVEWAY SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE, 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. 6' THICK FROM CURB TO PROPERTY LINE AND BE REINFORCED WITH MINIMUM 34' OD. DER STEEL BARS ® 15' C-C EACH WAY WITH 10' LAPS. B. CURB / GUTTER SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE. (SEE STANDARD CURB / GUTTER SECTION DWG. NO. 411-5). 4. 1' BOARD EXPANSION OR'9' NON -EXTRUDING PREFORMED JOINT, AT INTERVALS OF 36' MAXIMUM THROUGHOUT ENTIRE LENGTH OF SIDEWALKS, WHERE NEW WALK MEETS OLD WALK AND/OR NEW DRIVEWAY. 5. I' BOARD EXPANSION OR 19' NON -EXTRUDING PREFORMED JOINT. BETWEEN SIDEWALK AND CURB, AROUND FIRE HYDRANTS AND UTILITY POLES. 6, THE AREA BETWEEN DRIVEWAYS, FROM BACK OF CURB TO SIDEWALK AND FROM SIDEWALK TO RIGHT-OF-WAY LINE MAY BE CONCRETE OR DIRT. 1. DRIVEWAY/SIDEWAL STANDARDS N,T.S. f- NOM. 8' CMU WALL - 3 SIDES I III I'll II! I II III ! I II1 1 III1I 111111111!' III 1111111lly. 1 IIII 1Hill.'7A - - ---------------------- PROVIDE VERTICAL REINF. AT ENDS 4 CORNERS - RE: STRIJCT'L. DTLS. = I 1''/2' THK. CONC. SLAB ON 2' SAND ~ - CUSHION w/2 LAYERS OF 03 REINF. AT v I _ - 18' O.C. EA. WAY STAGGERED TOP 4 = I BOTTOM- IL I -_ _ I 6' 9 STL. POSTS I - - -- '\ EDGE dZF SLAB 2 F A I (3475 all 22'-V1 7. DUMPSTER EN( N.T.S. OSURE - "3 x 18' L. DOWELS AT IS' O.C. -GREASE ' IS p 3 12 S,a+a°39',aQ�� - 29>a.79' 12 �0 - �-- - - - - - - ___-___ ONE END T•1 x 4 REDWOOD EXPN. TOOLED JOINT AT - - - - - - - - - +- - - - _ -� 2 - - JT., CONT.AT 20'-0' O.G. 5'-0' O.C. MAX. Q + r. +r��. + MAXIMUM - +tidy - - - - - --� k--- 2. SIDEWALK EXPN. JOINT SCALE: I' ° 1'-0' BUILDING LINE " 3 REINF. AT IS' O.C. EACH WAY 1 " 3 CONT. RE: PLAN s 3 TIES a 24' O.G. a A5PH, IMPRE'G. E. J. MATERIAL 2' SAND CUSHION ON COMPACTED SUB -GRADE MIN. 6 CONC. PAVING - AS r702'a E: WALKS SHALL DETAILED ,500 PSI CONCRETE DAYS 4. TYPICAL SIDEWALK SCALE: I' = 1'-0' CI /11M= 1 11111 1 Ae 1 1wm 1 47 CONS. BOND BEAM RE: STRllCT'L DTLS. _7. - TRUSS TYPE HORIZONTAL - _ - JI. OINT REINF. - REFER TO - STRUCT'L. DTL. 0 FINISH EXTERIOR - - WALL SURFACES _ _ 6 x 16 x 8 CMU WALL - w/BLOCK FILLER 4 GROUT ALL CELLS SOLID E.IF.S. FINISH RE: STRUCT'L. DTLS. FOR COAT TYPICAL. _ r = VERT'L. REINFORCING FIN. GRADE CONC. SLAB - RE: CIVIL - I- S5. FOR REINF. F , 4 - IIII eA A 4 _• iv n-111LL� II a d •^I • • • ° --� ) SAND ' GONG. GRADE • - -.. � li CUSHION � BEAM - REFER TO ..A . SELECT FILL B STRUCT'L. DTLS. N 9. DUMPSTER SCREEN WALL SCALE: I' = I'-0' I 3. SIDEWALK Ir�� CTRL. JOINT SCALE: I' = 1'-0' X\( 1 I ` 6' x 4' GALV. STL. - GALV. STL. HINGE 10 PLATE w/SLOTTED COLLAR w/GREASE 1 �l, HOLES FITTING + - - - - -y_ 2'x2'x 1/4'11 GALV. 5TL4 11 CONT. WELD 2 FRAME .II 11 i01, 12' x 12' x 1/4' GALV. ' STL. GUSSET PLATE GALV. STL. COLLAR - AT EACH CORNER I 1 CONT. WELD TO POST I ty 2 3Q' b I j^In 1 STL. BOLTS 'll.l'IL 6' ro GALV. 5%. POST CONC. FILLED 0 LLI r� 0 � � r N 5. GATE HINGE, ' SCALE: I' = 1'-0' ill 0 I i 11 All + B II ( 7 24 ( R=15' 16 II PARKING STALLS a 9'-0- O.C. 99'-0' 1O'-5' 25'-0' Il'-0' 10 + v -- U m 0 in EXOTI NC 6 e 1 0 J DEVELOPMENT W' J � O co _- z ^. d t 7YP. o I I R' R=2' O R=2' 6' W. x 16 GA. L� F' 3 + w @ 6 ~3 I 25 PRE -FIN, METAL GEE' CHANNELS TACK WELD 16 4 24 COLOR AS TO ANGLES, - I 5 4 A -I 5 4 _g R-15 R=15' III 24 SELECTED TYP. I 14 PARK'G STALLS a 9'-0' O.C. = 126'-O' S' 5' 8' 21'-O' 8'-1' 28'-31i2' 1-1 -8'l Y5 R- 11 R=10' R=10' 48'-10' -_ = R=15 III 2' X 2' X I/4. x I FROM PROPERTY LINE) FRAME - GR-IND ALL WELDS SMOOTH tTyH9 I112TOP OF PAVING19 L28 L W Illillllllil' � •. ', � .,•...'.v, .. ; 1 N00043'02 "W - 291.2'1' 0) 21 I 22 V 9 6. DUMPSTER GATE R=10' R=15' SCALE: 1112' =1'-O' ry. o r1,11. -0. 'ti 9 -0' 9 PARKING ST LS a 9'-0- = 81'-0' 8' r 11 PARKING STALLS 9'-0' = 153'-0' + CHEW DRIVEWAY) UNDERWOOD ROAD Z I. SITE -PLAN SCALE: I'=20'-0' 63' -3' A / =20' F35'-0' (EXISTING DRIVE) SIGNS, TYPICAL 5 - :PLAN �p 6' W. x 16 GA, PRE -FIN A -I Q METAL 'CEE' CHANNELS CONC. WALK RE FOR KEYNOTES NOT INDICATED ON THIS SHEET, REFER TO AND COORDINATE REQUIREMENTS OF THIS SHEET WITH ARCHITECTURAL m STEEL FIFE INTERNATIONAL SYMBOL OF l i�I _- I KEYNOTES O SITE PLAN, SHEET A-1, PLUMBINCz FOR WATER, GAS B SANITARY C SHEET P-1), AND FOR ELECTRICAL, SHEET E-I. FILL W/GONG. 4 BLUE BACKGROUND I' - ( .) - - - BR OM FINISH , ,;I'� I. PROVIDE SIDEWALKS PER CITY OF LA PORTE STANDARDS ©- 12. NEW S.S. MANHOLE 23. EXISTING 52 FOOT ROADWAY UTILITY EASEMENT RA P SURFACES FLARED SIDES AT PAINT a 12liZ' X 18' - I6 GA WIT 1/4' GROOVES I 10 SLOPE 2. CMU DUMPSTER ENCLOSURE. REF, DTL. 1 /A -I 13. NEW 6' FEET HIGH CYCLONE FENCE W/STANDARD BARBED WIRE 24. PAINT OUT EXISTING PARKING STALL STRIPING g BONDERIZED STEEL SIGN AT -1/4' O.C. : , MAX. w (VERIFY SIZE 4 LETTERING TY ICAL ARM EXTENSION-fJEI E KfD HASP LOCK i ' w/GOVERNING AUTHORITY) RAMP , I : 12 3. ACCESSIBLE RAMP REF. DTL. 10/A-1 Y SLOPE, MAX. 25. REMOVE EXISTING CONCRETE CURB, PATCH 4 REPAIR 1/2' R x 12' CANE X Q HANDICAPPED ADDITIONAL SIGN (12' X 6') 14. NEW OFFICE PATIO BOLT - EA. LEA i z B PARKING ONLY REQUIRED FOR VAN PARKING Q j ACCESS AISLE CROSS 4. 4 INCH WIDE PAINTED CROSS -STRIPING AT 24' O.C. WITH 26. 1'1/2' THICK CONCRETE PAVEMENT w/ " 3 REINF. AT O w SPACE - REF: SITE PLAN STRIPING AT 24' O.C. BORDER YELLOW TRAFFIC PAINT. 15. NEW ROLLING GATE 15' O.C. EACH WAY 70P AND SOT. STAGGERED �I- - -- - - - - - - T T - - - - - - - -I� W O -©5. 36' SQUARE INTERNATIONAL ACCESSIBILITY SYMBOL (SHOWN SHADED) I I I I 3/4' x 4' ' I z >E VAN i- M 16. 4 NCH WIDE PAINTED STALL STRIPING. YELLOW TRAFFIC PAINT I I I I I I I H I S D U ACCESSIBLE I I I I DRILLED HOL 1 ' OE Z D-' . 21. COLOR IMPRINTED CONCRETE PAVING BANDS m- O - w 6. ACCESSIBLE SIGN REF. DTL. IO/A-1 1 I I ( I I SET POSTS IN Ia' q2 u IL V 11. NEW 10 FOOT WATERLINE EASEMENT- 155'INLSNUTN ______ ww ASHLAR SLATE PATTERN BY BOMANITE OF HOUSTON 3, 00 PSI CONIC. I _LJ O NOTE: PROVIDE PER SITE PLAN a a 1. NEW CONCRETE PAVING. REF. DTLS. 1,2,3k/C-I 18. NEW 10 FEET SANITARY SEWER EASEMENT (113) 523-6210 AT EACH ACCESSIBLE PARKING SPACE. n Q IF INSTALLED ON WALL SURFACES, 8. CONCRETE POLE LIGHT BASE - REFER TO DTL. 4/C-1. 19. EXISTING FIRE HYDRANT TO REMAIN 26, NEW DRIVEWAY. COORDINATE WITH SHEET C-I AND MOUNT w/GALV, EXPN. BOLTS. AT WALKS REFER TO SHEET E-I FOR POLE 4 LIGHT SPECIFICATION. DETAIL I/A-I AND LANDSCAPE AREAS, SET IN 12' DIA. IN7ERN'T . ACCESS. SYMBOL 24' DEEP CONC. FOOTING. 36' $0. AINTED BLUE 20. PROVIDE ACCESSIBLE RAMP WITH SCORED 3 2S. EXISTING STORM SEWER MANHOLE 8'-0. 5'-0' STANDARD 9. PYLON SIGN BY OWNER PERMIT SEPARATELY BY LICENSED SCORED JOINTS. I : 12 MAX. SLOPE PER T.A.S. 8. DUMPSTER ENCL. GATES SIGN CONTRACTOR STANDARDS, SIMILAR DETAIL IO/A-1 8'-0' VAN STALL 32, EDGE OF CONCRETE SCALE: '14' = P-0' 10. NEW FIRE HYDRANT, REF. DTL. 4/P-1 21. EXISTING 12' WATER LINE MAIN LEAVE " 4 x 36' DOWELS IS' EXPOSED AT IS' O.C. FOR 3 FUTURE EXPANSION DRIVE II. NOT USED 22, REMOVE EXISTING CONCRETE DRIVEWAY. PROVIDE NEW 6' CURB TO TIE INTO/ MATCH EXISTING 11. ACCESSIBLE SIGN 10. ACCESSIBLE PARKING N.T.S. N.T.S. 2 LEGAL DESCRIPTION SITE PLAN ACCURACY CERTIFICATE CITY APPROVING AUTHORITY CERTIFICATE A 1.141 ACRE TRACT OF LAND OUT OF LOT ha, BLOCK 2; I, N. CARLOS SMITH, AM REGISTERED UNDER THE LAWS THIS IS TO CERTIFY'', THAT THE CITY OF LA PORTS; TEXAS I. INFORMATION SHOWN IS BASED ON A BOUNDARY SURVEY W.J. PAYNE SUBDIVISION (VOLUME 384, AT PAGE 161 OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF PREPARED BY H. CARL05 SMITH ENGINEERS 4 SURVEYORS INC. LA PORTE, TEXAS, DATED JULY 8, 1996 HARRIS COUNTY DEED RECORDS), IN THE W.M. JONES OF SURVEYING AND HEREBY CERTIFY THAT THE ABOVE YBARRA INVESTMENTS, INC. IN CONFORMANCE WITH THE SURVEY, A-482, LA PORTE, HARRIS COUNTY, TEXAS, PLAT IS TRUE AND CORRECT: AND THAT ALL BEARINGS, LAWS OF THE STATE -OF TEXAS, AND THE ORDINANCES OF 2. LEGAL DESCRIPTION: 1.141 ACRE TRACT AND 0.328Co ACRE TRACT OF LAND BEING SAID 1.141 ACRE TRACT BEING AS CONVEYED TO DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL THE CITY OF LA FORTE. PART OF LOT 10, BLOCK 2 W.J. PAYNE SUBDIVISION ( Vol, 384, YBARRA INVESTMENTS, INC. BY INSTRUMENT RECORDED UN DER HARRIS COUNTY CLERK'S FILE No. K33-14'16 ANGLES ARE ACCURATELY SHOWN ON THE PLAT. ®F A" WTI. )ONES SURVEY, A-482 LA FORTE, HARRIS CO T , TEXAS. Ill COUNTY, TEXAS. �/s® �®�� �� evoeoLe DATED AUGUST, 1996. #016ok000wn et > %Ay 6�•$p��,,E� (�-2 -70 ayi3ia��,, s �` 9 ATTEST CITY ENGINEER % NK ��� 9 The Construction documents for this project shall include,but not be limited to the following: Instructions to bidders (if any) Standard format of Agreement between Owner and Contractor, A.I.A.Document A101,1987 Edition General Conditions of the Contract for Construction, A.I.A. Document A201,1987 Edition Standard form of Agreement Contractor and Subcontractor Agreement Form, A.I.A. Document A401,1987 Edition Addenda Supplementary Conditions(if any) Specifications Copies of the above Documents are on file at the Architect's office. This Construction document shall be considered a part of a- set,and shall not be separated from the set Dated: WILSON/ZETTY TIPPS ASSOCIATES LLC. ARCHITECTS PLANNERS - INTERIORS 1 TZ MEMBER AMERICAN INSWIl OF ARCHITECTS 3100 WILCREST DRIVE SUITE 325 HOUSTONJX 77042 PHONE: 713i952-8600 FAX. 713.952.8610 Project: UNDERWOOD PLAZA Address: 2621 UNDERWOOD ROAD SPENCER HIGHWAY LA PORTE, TEXAS Owner: RUSSELL YBARRA DEVELOPER (113) 538-2441 Governmental Jurisdiction: CITY OF LA PORTE PLAN EXAMINING DIVISION 604 W. FAIRMONT PARKWAY LA FORTE, TEXAS 11511 PHONE: (251) 411-5020 + Revisions: Mark: Description: Date: A TA.S. REV. 1/02/98 A CITY REVISIONS 1/10/98 A OWNER REV. 8/13/98 A GIT-(2E:vl5foN 10/13/-)a �,��4�e✓!Si®r�� /tve.Da�e /� li%M ✓aea✓�e-� �i3 CITY O LA 1 H. CARLOS SMITH H. CARLOS SMITH PLANNING DIRECTOR TEXAS REGISTERED PROFESSIONAL 1228 ��i7rt 9 �Fgi►°r°m° LAND SURVEYOR No. 1228 � SUS ` , v - File Path: Date of Issue: AUGUST 13, 1998 Project Number: 97057 Sheet Number: Q-1 G � 2 O p O 2 A O z o O ; z �A 0o 03cc O W z a Paz 00 N M Q N N I f� TOP SOIL BACKFILL 12 NEW S.S. MANHOLE H.P. PFEIFFER ETAL T.O.R 4 T.O.P. = 26.40 (F.V.) 11, 6' H.C.CF No. KI64419 P. 5, (FROM PROPERTY LINE. EXTRUDED CONCRETE CURB S F.L. 8' PVC CU 22.31 "3 CONT. WIDE SAWCUT LOCATED 4 W F.L. 6' PVC STUB IN 22.60 P=26.10 TP: I'iZ' R. NOSING AS SHOWN ON THE DRAWINGS OR 12 TG=26.50 G2620 TC: 3 CURB LOOP a 4'-O' O.091' . AT 15'- 0' O.C. MAX. BETWEEN 50003e,0- 290.19' EACH EXPANSION JOINT - 3 REBAR AT 15' O.C. SAWCUT TO BE 1/4 OF DEPTH 4• EACH WAY OF CONCRETE SLAB TG=21.00 } �• TG=2650 { t"(U TG=26�00- TG=2650 \ y :). 11 �1 - - 2' SAND CUSHION c = ll� -J SANCUSHION MAX. - NOTE: CURB 4 PAVING SHALL BE 3,000 PSI COMPACTED SUBGRADE MATERIAL FUTURE DEVELOPMENT, g 28 DAYS. PER SITE PREPARATION NOTES I TP=26.10 <i TG= 26.00 S�4�F INLET 1 TG=26.00 0 TC=2660 INLET 2 ` 1. CONCRETE CURB 2. PAVING CONTROL JOINT { TG=25.80 TG=2580 i P= 260 + SCALE: I' = 1'-0' SCALE: I' = 1'-0' TP=26.30 G.J. I x REDWOOD - TOP w/TRAFFIC TYPE SEALANT " 4 REBARS x 24' LONG AT 15' O.C. w/CARDBOARD 'THIMBLE' SLIP FITTING AT ONE END 4 - - J 2' MAX. a _I SAND CUSHION I 3. PAVING EXPANSION JOINT SCALE: I' = P-O' 24' RE: PLAN 95 LB. X 2' THICK t� HEAVY DUTY C.IRON GRATE W/CAST-IN O 5TL. ANGLE FRAME (ASTM A48-1C,, CLASS 30) 0 O 0 0 1/4' CHECKERED STEEL PLATE W/ 11/4' X 11/4' X 1/4' AT JUNCTION BOX PLAN 6' OR 12' EXTENSIONS A5 REQUIRED d. ": , GROUT IN SDR, RC F OR PVC PIPE g FL. EL. TIGHT IN 11'0 K.O. 4 ° 4 •. SLUSH IN CONCRETE 4500 PSI PRECAST CONCRETE COUNTOUR e FL LINE w/GRADE 60 REINF.(A5TM A615) SECTION PRE -CAST CONCRETE JUNCTION BOXES 4 CATCH BASINS SHALL BE 'JB/CB' TYPE BY PARK EQUIPMENT COMPANY, HOUSTON, TEXAS (113)'B31-1602, OR EQUAL 5. CONC. CATCH BASIN NOT TO SCALE SQUARE LIGHT POLE ' ANCHOR BOLTS PER MANUFACTURER'S STANDARDS REF. LIGHT FIXTURE SCHEDULE SHEET E-I AIR GAP ON W 2'-0' HIGH RIGID FIBER FORM (SONO- X ( I TUBE) FORM FILLED W w WITH CONCRETE. rd 4-M4BARSW/3 Q p TIES 9 12' VERT u Q ALTEFNATE LOCATIONS FROM A.B. TOP OF GRADE OR PAVING, N /x \. z /4' HEAVY WALL CONDUIT EXTEND TO BUILDING ELECT. SERVICE. V, \ X/ 24' DIA. VERIFY WITH POLE MANUFAC'R NEW CONC. SLAB w/ - " 3 REBAR AT 15' O.C. EACH WAY CARDBOARD 'THIMBL SLIP CONN. AT NEW SLAB. TYP'L. NOT TO SCALE A5PH. IMPREG. EXPN JOINT MATERIAL, CONT. " 3 x IS' DOWELS AT ° 18' O.C. - CORE DRILL ,! 4 SET IN EPDXY GROUT } °1 t-EXIST. CONC. PAVING 8' 8' 2' 6. NEW EXIST. SCALE:I' = P-O' ° 3 BENT REINF. i- AT 15' O.C. 2' SAND CUSHION DETENTION ,CALCULATIONS TOTAL ACREAGE: 1.141 ACRES MAXIMUM DISCHARGE FROM SITE: ACREAGE IN UNDERWOOD ROAD: 1.003 ACRES - UNDERWOOD ROAD DE51GN DISCHARGE : 6.56 C.F.S. DETENTION ACREAGE 0.1380 AC. - DETENTION DISCHARGE : 0.31 CF.S. - ALLOWABLE SITE DISCHARGE : 6.93 CFS. REQUIRED DETENTION VOLUME: 14,466 CU. FT. - DESIGN DISCHARGE : 6.89 C.F.5. DETENTION PROVIDED IN REAR PARKING AREA 14,621 CU, FT. ' DISCHARGE RATE FROM DETENTION: 0.369 CR5 UNDERWOOD ROAD DESIGN DISCHARGE: 6.56 CF.S. UNDERCUT EXISTING PAVING MIN. 12' AS SHOWN 1C (2)"3 REINF. LE: CONT. L T CONC. PAVING H.P. PFEIFFER ETAL H.C.CF No. KI64419 LOCATION MAP KEYI" IAP No. 539W . MORiX z 1. SITE PLAN GRADING - DRAINAGE SCALE: 1'=20'-O' l 110m . INLET " 1 INLET 02 INLET ° 3 PARKS C1520 + 1 - 6' EXT. PARKS CB24 + I - 6' EXT. PARKS CB20 + 2 - 12' EXT. I.E. 15' RCP SOUTH 22.80 I.E. 15' RCP NORTH 22.18 I.E. 12' RCP EAST 21.51 0=4.66 CFS I.E. 12' RCP WEST 22.00 I.E. 15' RCP NORTH 21.32 T.G. 25.80 Q=1.59 CFS Q=2.1"1 CF5 T.G. 25.80 T.G. 25.64 INLET • 4 INLET • 5 INLET • 6 PARKS C520 + 1 - 6' EXT, PARKS C520 + 1 - 6' EXT. PARKS C520 + I - 6' EXT. I.E. 124 RCP SOUTH 22.10 I.E. 12' RCP IN -OUT 22B3 I.E. l8' RCP WEST 19.20 Q=1.25 CFS Q=1.35 CFS I.E. 124 RCP NORTH 22.05 T.G. 25.10 TG. 25.10 I.E. 12' RCP SOUTH 2LI4 Q= 689 CFS T.R: 25.18 w Uvr EXISTING S.S. MANHOLE T.O.R. = 26.20 8' OUT F.L. 21.12 8' STUB F.L. 21.SO EXISTING DEVELOPMENT• YBARRA INVESTMENTS, INC. H.C.CF No. R614044 EXISTING DRIVE 433 FEET TO SPENCER HIGHWAY - INTERPOSE NO OBJECTION FINAL APPROVAL BY OTHERS Hi County Flood Control District Date HE ABOVE SIGNATURE VALID FOR ONE (1) YEAR ONLY. SITE PLAN, SHEET A -I, PLUMBING FOR W,4TEfR, GAS $ SANITARY ( SHEET P-I), AND FOR ELECTRICAL, SHEET E-I. L PROVIDE SIDEWALKS PER CITY OF LA PORTE STANDARDS A 12. NEW 5.5. MANHOLE 23. EXISTING 50 FOOT ROADWAY UTILITY EASEMENT 2. CMU DUMPSTER ENCLOSURE. REF. DTL. 1 /A -I 13. NEW 6' FEET HIGH CYCLONE FENCE W/STANDARD BARBED WIRE 24. PAINT OUT EXISTING PARKING STALL STRIPING ARM EXTENSION -DE E E 3. ACCE5515LE RAMP REF. DTL. 10/A-I 25. REMOVE EXISTING CONCRETE CURB, PATCH 4 REPAIR OFFICE PATIO 4 =4. 4 INCH WIDE PAINTED CROSS -STRIPING AT 24' OG. WITH L14.NEW 26. lliZ' THICK CONCRETE PAVEMENT ujl 0 3 REINF. AT BORDER YELLOW TRAFFIC PAINT. NEW ROLLING GATE 15' O.C. EACH WAY TOP AND BOT. STAGGERED 5. 36' SQUARE INTERNATIONAL ACCESSIBILITY SYMBOL 16. 4 INCH WIDE PAINTED STALL STRIPING. YELLOW TRAFFIC PAINT (SHOWN SHADED) 6. ACCESSIBLE SIGN REF. DTL. 10/A-1 11. NEW 10 FOOT WATER LINE EASEMENT - 155' IN I-EHC4TH 21. COLOR IMPRINTED CONCRETE PAVING BANDS ASHLAR SLATE PATTERN BY BOl" IANITE OF HOUSTON 1. NEW CONCRETE PAVING. REF. DTLS. 1,2,30/C-1 10. NEW 10 FEET SANITARY SEWER EASEMENT (113) 523-6210 8. CONCRETE POLE LIGHT BASE - REFER TO DTL. 4/C-I. 19. EXISTING FIRE HYDRANT TO REMAIN., 26. NEW DRIVEWAY. COORDINATE WITH SHEET C-I AND REFER TO SHEET E-I FOR POLE 4 LIGHT SPECIFICATION. DETAIL I/A-I 20. PROVIDE ACCESSIBLE RAMP WITH SCORED 15. . PYLON PYLON SIGN BY OWNER. PERMIT SEPARATELY BY LICENSED SCORED JOINTS. 1 :.12 MAX. SLOPE PER T.A.S. EXISTING STORM SEWER MANHOLE SIGN CONTRACTOR STANDARDS, SIMILAR DETAIL 10/A-1 30. EDGE OF CONCRETE 10. NEW -FIRE HYDRANT, REF. DTL. 4/P-I 21. EXISTING 12' WATER LINE MAIN LEAVE ° 4 x 36' DOWELS IS' EXPOSED AT IS' O.C. FOR 3 FUTURE EXPANSION DRIVE II. NOT USED 22. REMOVE EXISTING CONCRETE DRIVEWAY. PROVIDE NEW 6' CURB TO TIE INTO/ MATCH EXISTING Wilson/Zetty/Tipps L.L.C. All in formation, either drown,written, or implied appearing in this doc- ument shall not be duplicated, disclosed, or otherwise used with- out the written permission of the outhor,Wilson/Zetty/Tipps L.L.C. This document is on instrument of service and is the sole property of the author. Furthermore, the use of this document for any purpose shall be revoked, if the intent of the design or the construction techniques or details shown herein are not adheared to or the con- troctural agreement governing their use are not strictly adhered to. The Construction documents for this project shall Inc lude,but not be limited to the following: Instructions to bidders (if any) Standard format of Agreement between Owner and Contractor, A.I.A.Document A101,1987 Edition General Conditions of the Contract for Construction, A.I.A. Document A201,1987 Edition Standard form of Agreement Contractor and Subcontractor Agreement Form, A.I.A. Document A401,1987 Edition Addenda Supplementary Conditions(if any) Specifications Copies of the above Documents are on file at the Architect's office. ' This Construction document shall be considered a part of a set,and shall not be separated from the set Dated: WILSON/ZETTY TIPPS ASSOCIATES L.L.C. ARCHITECTS PLANNERS INTERIORS t MEMBER AMERICAN INSTATE OF ARCHfTECTS 3100 WILCREST DRIVE SUITE 325 HOUSTONTX 77042 PHONE: 713-952-8600 FAX: 713-952.8610 i a %n� t �Y. 3&° A - ;N1- V Project: UNDERWOOD PLAZA Address: 2621UNDERWOOD ROAD SPENCER HIGHWAY LA PORTE, TEXAS Owner: RUSSELL YBARRA DEVELOPER (113) 838-2441 Governmental Jurisdiction: CITY OF LA PORTE PLAN EXAMINING DIVISION 604 W. FAIRMONT PARKWAY LA PORTE, TEXAS 11511 PHONE: (281) 411-5020 Revisions: Mark: Description: Date: © CITY REVISIONS 1/10/96 ® H.C.F.C. 1/23/98 A OWNER REV. 8/13/98 Sheet Contents: SITE PLAN GRADING DETAILS KEYNOTES NOTES File Path: Date of Issue: AUGUST 13, 1958 Project Number: Sheet Number: 97057 C-1 qs_8z / ! n WIIso rr Zett TI s L.I.C. , / / PP Y All forma in tion either drawn written a -�: or implied appearing in this doc- ument shall not be duplicated, disclosed, or otherwise used with- out the written permission of the author, Wilson/Zetty/Tipps L.L.C. This document is on instrument of SODDED AREAS service and is the sole property of the author. Furthermore, the use of this document for any purpose 500°3S'00"E - 2901g' _ _ — shall be revoked, if the intent of - - - - - - - - - - - - - - -� - rM the design or the construction O\techniques or details shown herein are not od to or the con - agree tractural agreement governing their \ use are not strictly adhered to. CREPE MYRTLE 3' CAL: \ \ (LAGERSTROEMIA INDICA) FUTURE DEVELOPMENT DWARF PITTOSPORUM \ I f- 1 (PITTOSPORUM TOBIRA 'WHEELER'S) AT 30' O.C. A _ REDTIP f=I-IOTINIA (PHOTINIP, ERASER) gg / I FLOWER BEDS (RE: NOTE ° 5) j -- 1 00'0000 3 � 0 5 d m 7 m EXISTING Nr I I DIAN HAWTHORNS DEVELOPMENT PHIOLEPSIS INDICA) I � N Wo PROPOSED RETAIL CENTER w -^ z I CL CM, zi U.I <. f a01 MM MM .E z o C oz Z� 1 > o a: z- - ............... II I 1 I CREPE MYRTLE 3' CAL. (LAGERSTROEMIA INDICA) LIVE OAKS 4' CAL, FLOWER BED/ INDIAN HAWTHORNS (QUERCUS VIRGINIANA) ANNUALS CRAPHIOLEPSIS INDICA III=". ' I III OD 11 0 O O ( I1 ii 0--------- L I �O -_ O 9 - o - - S�00000 N00'43 02'lU - 291.2'i EXISTING DRIVE .. NEW DRIVE REFER No. 4 - Ld V UNDERU100D ROAD . ' o= �1 z LANDSCAPE PLAN d a SCALE: I'=20'-O' N y dA Mo c ao .O f1 J I y N W I - LEGEND GENERAL NOTES 94 z K- Wn N M I =01,LIVE OAKS 4° CAL. SODDED AREA 1. LANDSCAPING AND BED TREATMENT SHALL BE IN STRICT OR (QUERCUS VIRGINIANA) ACCORDANCE WITH THE PUBLISHED RECOMMENDATIONS 6 FT. HIGH MINIMUM OF THE CITY OF LA PORTE - CREPE MYRTLES 3' CAL. 6'o IRRIGATION SLEEVE,,9�,UNDER PAVING 4 DRIVES 2, ALL AREAS AND BEDS NOT 70 RECEIVE SOD OR GROUND < F (LAGERSTROEMIA INDICA) TURN - UP AT 30' EACH"END TO 6' ABOVE GRADE COVERS SHALL BE COVERED WITH PINE BAR IC MULCH TO 5 FT. APPROX. TAPE ENDS CLOSED FOR FUTURE USE BY IRRIGATION IL GONTRAGTOR A DEPTH OF 112 INCHES L O FLOWER BED/ 3. REFER TO LANDSCAPE ANALYSIS, COVER SHEET FOR AREA ANNUALS REQUIREMENTS AND PROVISIONS } O INDIAN HAWTHORNS 4. INSURE DRIVEWAY AND COMPACTED FILL AND GRADE (RAPNIOLEPSIS INDICA) MATERIALS ARE REMOVED AND REPLACED WITH SUITABLE PLANTING SOIL. SAND DRESSED WITH MAX. I' BANK SAND ' (D REDTIP PHOTINIA • FOR SMOOTH GRADES. FULLY SODDED AND ROLLED. (PHOTINIA FRASER) The Construction documents for this project shall include,but not be limited to the following: Instructions to bidders (if any) Standard for of Agreement between Owner and Contractor, A.I.A.Document A101,1987 Edition General Conditions of the Contract for Construction, A.I.A. Document A201,1987 Edition Standard form of Agreement Contractor and Subcontractor Agreement Form, A.I.A. Document A401,1987 Edition Addenda Supplementary Conditions(if any) Specifications Copies of the above Documents are on file at the Architect's office. This Construction document shall be considered a part of a set,ond shall not be separated from the set Dated: WILSON/ZETTY TIPPS ASSOCIATES LLC ARCHITECTS PLANNERS INTERIORS MEMBER AMERICAN INSMM OF ARCHITLCTS 3100 WILCREST DRIVE SUITE 325 HOUSTONJX 77042 PHONE: 713.952.8600 FAX: 713.952.8610 Project: UN'DIFiRWOOD PLAZA Address: 2621 UNDERWOOD ROAD SPENCER HIGHWAY LA FORTE, TEXAS Owner: RU55ELL YBARRA DEVELOPER (113) 838-2441 Governmental Jurisdiction: CITY OF LA FORTE PLAN EXAMINING DIVISION 604 W. FAIRMONT PARKWAY LA FORTE, TEXAS 11511 PHONE: (251) 411-5020 5. ONLY LOW PROFILE LANDSCAFINGCGROUND COVER, FLOWER BEDS) DWARF PITTOSPORUM SHALL BE USED AROUND THE PROPOSED FIRE HYDRANT (PITTOSPORUM TOBIRA) 3 Revisions: Mark: Description: Date: © CITY REVISIONS 1/10/95 OWNER REV. 6/13/98 File Path: Date f Issue: De t o AUGUST 13, 1998 Project Number: 97 57 Sheet Number: L_1 , s _ r -gill-