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HomeMy WebLinkAboutUNDERWOOD PLAZA SITE PLAN (2)FOR USE WITH CONCRETE OR ASPHALT CURBED -TYPE STREETS. INCLUDE SECTIONS APPLICABLE A USE WHEN 51DEWALKS TO BE BUILT OTHER THAN DRIVEWAY '/4' TO '/2' SLOPE PER FT. R/W 2,-0, EXIST. 4' MIN. WIDTH CURB AV PER FIT(MINIII M) - GUTTER ROPOSEE) W !By =.i•-=-=- �' T- i i i l �. I ; , �'� SPEC AL C PERMISSION v B USE FOR ALL PROPOSED DRIVES ON 1/4' TO 3SCORE AU /4' SLOPE TO �,2 CURVED TYPE STREETS I' ACROSS WALKS ---- PROP. SAW 3j4' TO 13/' 5 CUT p I' BOARD EXPANSION JOINT OR NON -EXTRUDING PREFORMED JOINT EXIST, PAV'T 6° REINF. CONCRET (SEE NOTE 2) C USE WHERE PROPOSED DRIVEWAY 15 TO BE BUILT WITH EXISTING SIPEUTALKS. WITH EXCESSIVE GRAD EXIST. EXIST. 51DELUALK MAY BE DIPPED A%1'/F-T WALK DRIVEWAY AT MAXIMUM SLOPE OF WALK pROPOSFD 1 i I �Op05E PROPOSED DRIVEWAY EXPANSION JOINT E.J. NOTE 4 NOTE 4 DIr SCORERIGHT Y LINE 0 - - SIDEWALK 1" BOARD EXPANSION OR 112/ END CURB AT N -EXTRUDING PREFORMED JOIN SIDEWALK O IV PROPOSED ED DR EXIST. CURB FACE OF CURB EXIST CUR C TTER LINE - SAW t EXPOSE STEEL ON CONCRETE STREET- -- . MIN QAW_{UT_I In DEEP/ I. SIDEWALK BE CONSTRUCTED WITH PORTLAND CEMENT CO NCRETE. ONGRETE. 5 , : SA K OF CEMENT CU IC YARD OF CONCRETE, 4 iHIC G S PER B RD RE z lG , 4' MINIMUM WIDTH. WIDTH. 2. DRIVEWAY SHALL BE CONSTRUCTED WITH PORT�AIIID CE1+1Ery CONCRETE. 5 SACKS OF CEMENT PER CUBIC YARD Or CO4%4 RETF_ 6' THICK FROM CURB TO PROPERTY LINE AND BE REINFORCED WITH MINIMUM %' OD. DER STEEL BARS a IS' C-C EACH WAY WITH 10' LAPS, 3. CURB 7 GUTTER SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE. (SEE STANDARD CURB ° GUTTER SECTION DWG. NO. 411-5). 4. 1' BOARD EXPANSION OR 42' NON -EXTRUDING PREFORMED JOINT, AT INTERVALS OF _VV MAXIMUM THROUGHOUT ENTIRE LENGTH OF SIDEWALKS, WHERE NEW WALK MEETS OLD WALK AND/OR NEW DRIVEWAY. 5. 1' BOARD EXPANSION OR'/2' 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. 13 x 16' L. DOWELS AT 18' O.C. - GREASE ONE END I x 4 REDWOOD EXPN. JT., CONT,AT 20'-0' O.C. MAXIMUM 2. SIDEWALK EXPN. JOINT SCALE: I' = P-0' BUILDING LINE " 3 REINF. AT 18' C I EACH WAY I " 3 CONT. - " 3 TIES -3 24' O.C. �TOOLED JOINT AT 5'-0' D.C. MAX. a 3.51 EWALK CT L. JOINT SCALE: I' = P-0' 6' x 4' GALv. 5TL. GALV. 5TL. HINGE PLATE w/SLOTTED COLLAR w/GREASE HOLES FITTING / 2'x2•x I/4. GALV. S1 L.4 I I I CONT. WELD FRAME ri=l t2 r +.r' 1 1 3 TT' PROPER7;�f -ERT Ll ; Il 1 24 ip R=15' i6 1 10`-5' II PARKING TALL-9 gSfl'-0' Q.C. = 99'-0- ID'-5' 25'-0' - I71-0` Z=3' °j � 'yWw R-13 - 6 ' a , +y � +P' _- t v I „ t b U 3/4' ASPH. IMPREG. c(1�T. I (NT.$�.:.. I ! ; I ; j CN.T.S. I 1 " m �, i I I 1 e E) f 1NG E. J. MATERIAL 1 12' x 12' x ii4 GALV. I K1 1; % I I I i I 6 I t 0 W 1 �V(-MENT 2' SAND CUSHION ON 5TL GU55ET PLATE 1 GALV. 5TL. COLLAR - Z COMPACTED SUB -GRADE Q I CONT_ WELD TO POST tQ AT EACH CORNER I j I MIN. 6 CONIC. PAVING - AS fV I ; I NOTE: WALKS SHALL DETAILED, 2- 3/4' m In r I I I V 5TL. BOLTS 6' 0 GALV. 5TL. POST ( ! I I I O I c BE 2,500 PSI CONCRETE ( ! ( I PROPOSED. RETAIL CENTER i - GONG. FILLED i , I e 28 DAYS @ 111I ; I n r/1.. I I, 7 m' +.. I r' I - C14W � 4. TYPICAL SIDEWALK 5. GATE HINGE 1. DRIVEWAY/SIDEWALK SCALE Is - I'_D• l i SCALE: 1' = I'-0' OT I �I STANDARDS E I; I ; ` r r I I ! � ( I 16 t SLOPED GROUT CAP, CONT. II ( I I I I t # 1 CID D-4 NOM. 6' CMU WALL - 3 SIDES O @ TYP. , , _ =- R=2' " CONT. BOND BEAM - �- t 1 16 !_ z RE: STRUCT'L. DTL5. _ r n 1 I t !:•; 6' W. x 16 GA. 6 �L 6 •,o: - - - - - • ' TRUSS TYPE HORIZONTAL PRE -FIN. METAL --- 16 r 4 24 , 'C ' CHANNELS TACK WELD 5 q_, 5 O I I R=1 -I '• • :'•• JOINT REINF. -REFER TO EE EL - �.. •' •, STRUCT'L. DTL. COLOR AS TO ANGLES,' , 1 , PROVIDE VERTICAL REINF. AT ENDS g ( Q SELECTED TYP. 1 `1 1 II 24 R=1 t CORNERS - RE: STRUCT'L. DTLS. , 1 A_1 ° � 21'-0' 8'; 8' S' 14 PARK'G STALLS g 9'-0' Owit W9.C. = 126 -0' 8' 5' 8' 21'-0 IS -1 I 28'-3/2' I ;n FINISH EXTERIOR F I WALL SURFACES j 0 �, 1 1 il_- F 11/2 ° THK, CONC. SLAB ON 2' SAND - WA L SURFACES FILLER t ;. 8 x 16 x 8 CMU WALL - ,_1• ` r B i I 25 1 - iA - 6 GROUT ALL CELLS SOLID t II N CU5HICN w/2 LAYERS OF "3 REINF. AT ( , E.IF.S. FINISH °'. ;• RE: STRUCT'L. DTL5. FOR `f _ rn I I R=2' IS' O.C. EA. WAY STAGGERED TOP It I 6 _ GOAT TYPICAL. • VERT'L. REINFORCING 4 R 2 -ro' N 11 BOTTOM - - ROO' R=10' t 48'-10' _ - R=1 m ( 2' x 2' x 1-4 1 I (FROI t PROPERTY L¢vE2 -- IL I FIN GRADE °' CONC. SLAB - RE: CIVIL FRAME -GRIND I DBMS. FOR REINF. J ALL WELDS SMOOTH �I<Ty,.H,. 6 0 STL. POSTS N 8 8 Oi Il II I 7i r� o r I ^v 19 rb/ 25 riV µ V % A TOP OF PAVINCs _ •M' m I.I._:�•'_°_' CA W GE QF SLAB W77 II:a_--2P IRG4 S.: 4 \€ I e N 00'43'021W 9 27' SAND 22 ° 6. DUMPSTER GATE 21 ' / % \ •' .. . . IiI CUSHION =20' R=10'_ R=15' _ ,,, n 1+a'-m" Im,_mu L_ n CONC. GRADE .. .4- 0 SCALE: IL ' -('-0' i ri,: U r.Ir' '7' ^�j•' BEAM - REFER TO ! A. ' SELECT FILL 2 IiD -D' 35'-0' "� 9'-0' v 9 PARKING 5T L5 s. 9'-0. 81'-0 8 - 11 PARKING STALLSI-® 9'-0' = 153'-0° I 13'-6' 35 -0' i 22'-011 STRUCT'L. DTL5. °' '• .. ' CHEW DRIVEWAY) _:ale (EXISTING DRIVE) 1'_m• UNDERWOOD ROAD (N.Ts.) 7. DUMPSTER ENCLOSUR E z :'"' 1. SITE PLAN N.T.S. 9. DUMPSTER SCREEN WALL SCALE_ I'=20'_D. • SCALE: I' = P-0' 20,_0n I j Im'_mn I0,_On I 1 SIGNS, TYPICAL I. A51 Q 0 Z CONC. WALK - RE: PLAN 6° W. x 16 GA. PRE -FIN " METAL GEE' CHANNELS ,,; I,• FOR KEYNOTES NOT INDICATED ON THIS SHEET, REFER TO AND COORDINATE REQUIREMENTS OF THIS SHEET WITH ARCHITECTURAL l R' II lli u,l I (;I , / INTERNATIONAL SYMBOL of 1IIIIII [Ili! II II, II II 1 KEYNOTES Q SITE PLAN ,SHEET A -I, PLUMBING FOR WATER, GAS 4 SANITARY ( SHEET F-1), AND FOR ELECTRICAL, SHEET E-1. ACCESSIBILITY BORDER t I!II;I III' „IL IIIII \ 6' 0 STEEL FIFE LETTERING IN WHITE ON I I .III IIIII I'I`III FILL W/GONG. t BLUE BACKGROUND I' I it I 1. PROVIDE SIDEWALKS PER`CITY OF,LA. T -STANDARDS PAINT Y B PINIASH I ;III I L ...PORES ND RDS 12. NEW S.S. MANHOLE 23. EXISTING 50 FOOT ROADWAY UTILITY EASEMENT RAt P SURFACES e 12' X IS' - 16 GA. II ! FLARED SIDES AT Q WIT I/+ GROOVES I 2. CMU DUMPSTER ENCLOSURE. REP.- /A-1 13. NEW 6' FEET HIGH CYCLONE FENCE W/STANDARD BARBED WIRE 4 PAINT T g B (VERIFY SIZE STEEL SIGN AT -1/4' O.C. 1 : 10 SLOPE, MAX. 2 PA OUT EXISTING PARKING STALL STRIPING W &ARM EXTENSION - DE EE E�I���i.� w GOVE SIRE tAUTHORI LETTERING TY ICAL. RAMP AT 1 : 12 HASP LOCK Y VERN NG UTHOR TY) 3. ACCESSIBLE RAMP REF. DTL 10lA-t,.. < 25. REMOVE EXISTING CONCRETE CURB PATCH t REPAIR ,ay� SLOPE, MAX. , 1/2' 0 x 12' C E _ D: Q HANDICAPPED ADDITIONAL SIGN (12' X 69 - 14. NEW OFFICE PATIO - BOLT EA. LEAF i O B PARKING ONLY REQUIRED FOR VAN PARKING Q ACCESS AISLE CROSS 4_ 4 1NCI-T WIDE PAINTED CROSS-STRIPM ELT 24 O.C. WITH 26. 11/2' THICK CONCRETE PAVEMENT w/ " 3 REINF. AT '6 SPACE REF: 517E PLAN STRIPING AT 24$ G.G. BORDER YELLOW TRAFFIC PAINT. 15. NEW ROLLING GATE 15' O.C. EACH WAY TOP AND BOT: STAGGERED -r t - - - - O 0' Sr.36' S=ARE' INTERNATIONAL: ACCESSIBILITY SYMBOL (SHOWN SHADED) i I 11 3/4" x 4° I I - �9 VAN ; I I ; I I �0 �� U r- M 16. 4 INCH WIDE PAINTED STALL STRIPING: YELLOW TRAFFIC PAINT r> I I , DRILLED HOL , �� O AccIEs51DLEat I I I I 1 ! I I ^� LD w 6. ACCESSIBLE SIGN REF. DTL TO/A-1.: _ 21. COLOR IMPRINTED CONCRETE PAVING BANDS SET POSTS IN IS' Q) I Qz U ,L 11. NEW 10 FOOT WATER LINE EASEMENT - 155' IN LENGTH J !-L J 3,000 P51 CONIC. t `J ASHLAR SLATE PATTERN BY BOMANITE OF HOUSTON FOOTINGS A 0 NOTE: PROVIDE PER SITE PLAN ?' NEW CONCRETE PAYING. REF: DTLS t236/G-i 15. NEW 10 FEET SANITARY SEWER EASEMENT (113) 523-6210 O AT EACH ACCESSIBLE PARKING SPACE. a a IF INSTALLED ON WALL SURFACES, 5. CONCRETE POLE LIGHT BASE REFER'TO DTL..4/C-1. 26. NEW DRIVEWAY. COORDINATE WITH SHEET C-1 AND (V MOUNT w/GALV. EXPN. BOLTS. AT WALKS le. EXISTING FIRE HYDRANT TO REMAIN AND LANDSCAPE AREAS, SET IN 12' DIA. INTERN ACCESS. SYMBOL REFER TO -SHEET E-1 FOR POLE t LIGHT SPECIFICATION. DETAIL I/A-i 24' DEEP CONC. FOOTING, 56. 5Q A,1 ri-D BLUE 20. PROVIDE ACCESSIBLE RAMP WITH SCORED 3 c Q 5'-m• V-0' STANDARD 3 PYLON`SIGN BY OWNER PERMIT SEPARATELY EBY LICENSED SCORED JOINTS. I : 12 MAX. SLOPE PER TA.S. 29. EXISTING STORM SEWER MANHOLE 8. DUMPSTER ENCL. GATES V_O. VAN STALL SIGN CONTRACTOR STANDARDS, SIMILAR DETAIL IO/A 30. EDGE OF CONCRETE SCALE: 1j4' I'-0' 10• NEW FIRE HYDRANT' REF. DTL 4/P-I 21. EXISTING 12' WATERLINE MAIN LEAVE "4 x 36' DOWELS 18' EXPOSED AT 18' O.C. FOR FUTURE EXPANSION DRIVE ' ll. NOT USED 22. REMOVE EXISTING CONCRETE DRIVEWAY. PROVIDE NEW 6' CURB TO TIE INTO/ MATCH EXISTING 11. 3 ACCESSIBLE SIGN. 10. ACCESSIBLE PARKING N.T.5. Q 2 Ln O Q LEGAL DESCRIPTION SITE PLAN ACCURACY CERTIFICATE CITY APPROVING AUTHORITY CERTIFICATE ti In NOTES: BUILDING LOCATION: rn A 1.141 ACRE TRACT OF LAND OUT OF LOT lm, BLOCK 2, I, H. CARL05 SMITH, AM REGISTERED UNDER THE LAWS THIS IS TO CERTIFY THAT THECITY OF LA' PORTS, TEXAS I. INFORMATION SHOWN IS BASED ON A BOUNDARY SURVEY (j PREPARED BY H. CARLOS SMITH ENGINEERS 4 SURVEYORS. W.J. PAYNE SUBDIVISION (VOLUME 384, AT PAGE 161, OF THE STATE OFTEXASTO PRACTICE THE PROFESSION HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF BUILDING SHAi_L BE LOCATED ON THE SITE BY ESTABLISHINGINC- LA PORTE, TEXAS, DATED JULY 8, IS96 THE SOUTHWEST CORNER OF THE FOUNDATION AT A POINT o HARRIS COUNTY DEED RECORDS), IN THE W.M. JONES OF SURVEYING AND HEREBY CERTIFY THAT THE ABOVE YBARRA INVESTMENTS, INC. IN CONFORMANCE WITH THE LOCATED DUE NORTH AND EAST OF THE SOUTHWEST CORNER SURVEY, A-482, LA FORTE, HARRIS COUNTY, TEXAS PLAT 1ST U AND CORRECT: A A LAWS OF THE STATE F 7 XA 2. LEGAL DESCRIPTION : OF THE PROPERTY. TRUE RRE AND THAT BEARINGS, E E O E S, AND THE ORDINANCES OF 0> 1.141 ACRE TRACT AND 0.3286 ACRE TRACT OF LAND BEING REFER TO THE SITE PLAN, THIS SHEET FOR DIMENSIONS: �_ SAID 1.741 ACRE TRACT BEING AS CONVEYED TO DISTANCES, ANGLES, CUR/E'RADIUSES, AND CENTRAL THE CITY OF LA PORTE. PART OF LOT 10, BLOCK WJ. PAYNE SUBDIVISION ( vol. 384, SHEETS A-2.1 AND 5-1 YBARRA INV S I P, 161, H.C.D.R.) W.M. JONES SURVEY, A-482 LA FORTE, HARRIS STM" E ENT NC. BY INSTRUMENT RECORDED ANGLES ARE ACCURATELY SHOWN ON THE PLAT. CSUNTY, TEXAS, ALSO KNOWN AS GRY SUBDIVISION, BLOCK I UN DER HARRIS COUNTY CLERK'S FILE No. K3314-16, q ®r q UNRECORDED A5 OF 10/12/98, DATED AUGUST, 1996, ALSO KNOWN AS GRY SUBDIvI510N, a���e$T����� 3/-�19 / del C�t� � o0 BLOCK 1, UNRECORDED AS OF 10/12/98 CIT OF LA FORTE ATTEST: CITY ENGINEER C A LOS SMITH. H. CARLOS SMITH Q/�9 - PLANNING DIRECTOR G �a 1228 Q. .,., TEXAS REGISTEKED PROFESSIONAL a LAND. SURVEYOR No. 1228 / / Wilsori/Zetty/Tipps LLC. All information,either drown,written, or implied appearing in this doc- umentshalt not be duplicated, disclosed; or otherwise used with- out the written permission of the author,Wilson/Zetty/Tipps LLC. This document is an instrument of -- service- and is the sole property of the -author Furthermore, the use of this -document for any purpose - shalT be. "revoked,. if the intent of the design -or the Construction technigiies''or`details shown herein are not-adheared to or the con tractural, agreement governing their - use are not strictly adhered, to; . Tne:Construction_documents for this'project shalt 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 Generat. Conditionsof 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:, z WIt_SON/ZEI TY TIPPS ASSOCIATES L.LC ARGHtTECTS PLANNERS INTERIORS- I I'I a - MEMBER AMSUCAN INSURffE OF ARCHf BM 3100 WILCREST DRIVE SUITE'325 HOUSTONJX 77042 PHONE 713.952.8600. FAX: 713.952.8610 Project: UNDERWOOD PLAZA Address: 267pUNDERWOOD ROAD SPENCER HIGHWAY LA PORTE, TEXAS Owner: RUSSELL YBARRA DEVELOPER ('113) S38-2441 Governmental Jurisdiction: CITY OF LA PORTE . PLAN EXAMINING DIVISION' 604 W. FAIRMONT PARKWAY LA PORTE, TEXAS 1-15*11 PHONE: (281) 411-5020 Revisions: Mark: Description: Date: 2 T.A.S. REV. 1/02/08 p3 CITY REVISIONS 1/10/9B © OUNER REV. 8/13/ea �6 CITY REVISION 10/13/98 Sheet Contents: 51TE PLAN 51TE DETAILS KEYNOTES NOTES NEW CGNG. PAVING 1 wss GiTI'IzEVIS10N 3C2r<`?cl t File Path: Date of Issue: AUGUST 13, 1995 Project Number: Sheet Number: 97057 A-1 I r r rTOP SOIL BACKFILL r EXTRUDED CONCRETE CURB �- • 3 CONT. - 11/2' R. NOSING • i- • 3 3 CURB LOOP 0 4'-0' O.C. J REBAR AT 15' O.G. EACH WAY SAND CUSHION MAX. NOTE: CURB t PAVING SHALL BE 3,000 P51 \"`_CCMPACTED SUBGRADE MATERIAL a 28 DAYS. PER SITE PREPARATION NOTES 1. CONCRETE CURB SCALE: 1' = 1'-0' I x REDWOOD - TOP w/TRAFFIC TYPE SEALANT • 4 REBARS / 24' LONG AT 15' O.C. w/CARDBOARD 'THIMBLE' rV SLIP FITTING AT ONE END - d -2' MAX. SAND CUSHION 3. PAVING EXPANSION JOINT SCALE: I' = 1'-0' 0 -- 24' RE: PLAN - J 1. J _� C 95 LB. / 2' SNICK HEAVY DUTY C!ROIN GRATE W/CAST- IN 57L. ANGLE FRAME (45 1-1 4=18-"1&, CLASS 30) .., GHEGKERED STEEL PLATE W/ 11'4'x11'<'X1-4'AT JUNCTION BOX PLAN 6' OR 12' E/TEN1510N5 AS REQUIRED ,E GROUT IN SDR, R j OR PVC PIPE a F El ° -IG-HT IN Il'S K,0, 1z' WIDE 54WICUT LG'CATED AS 51-16WN ON THE DRAWINGS OR AT 15'- D' O.G. MAx. BETWEEN EACH EXPANSION JOINT - SAWICUT TO BE 1/4 OF DEPTH OF CONCRETE SLAB •!�-2' MAX. SAND CUSHION i1 2. PAVING CONTROL JOINT SCALE: I' = 1'-0' REF. LIGHT FIXTURE SCHEDULE SHEET E-! 12 NEW 5.5. MANHOLE i HP. PFEIFFER ETAL T.O.R. e T.O.P. = 26.40 `F:✓.) H.C.CF No. K164419 ��� `/$✓P�C/TN` n= �-� FROM PROPERTY LINE) -�/-�,i- 4 5 F.L. 8' P✓C OU 2_.�� W FL . 'o' PVC STUB IN 22.60 P=L6.1D TP=26.50 / 12 TG=2650 =2620 TG=21.D0 J(J I TCP=21.00 TG=26.5D { . W + 'v \ / / _z Pld E.J. u �t } _. _ = Y w TP- TP= 21.00 1 O TP=26.40 26.00 MATCH Ex. IL -t >5a w TC=26.90 G.J. ? :. G.J. (L h FUTURE DEVELOPMENT co Tc 266D TP=26JC9 - ag P 26.10 2 a u" E.J. CRi b 3 Ir 0. JJVE 1 G= 2Fi.00 Su�4 / \ v; ' INLET • 1 P= 26 �( +. +' TG=25.SD t �+ TG=2580 TP=26.30 � ^� L�1. �J. EXISTING S.S. 15' SDR to Ot2 29. 0=419 CPS MANHOLE 6.30 T.O.R. = 26.20 /✓i TG=26.65 ,� TG=26.SD 8' OUT F.L. 2112 5 �T / \ TP=25.85 TP=26. 0 TP=25 5 8' STUB F.L. 21.9OTC=<6.35 TC=26. 0 TC=2 35 (� E.J./� /-SQUARE LIGHT POLE - ANCHOR BOLTS PER TP=26.50 TC=2650 POINT OF MANUFACTURER'S TC=21.OD U ui U to U ui U ui ELECTRICAL POINt OF TTP=26. L STANDARDS CONNECTION GAS GONNE JON - T ! TG = 2l <D +' -- + 41 10 AIR GAP TG= 21.00 / -i TP=26.50 1` I w TG=21.00 -10 Y-0' HIGH RIGID H.P. PFEIFFER, ETAL E.J. CRO \ TG=2120 FIBER FORM (50NC- HC.CF No. 1<I64419 • Y �TUBE) FORM FILLED - TP12 �D a WITH CONCRETE 1 1 CN.T.S.' p (0 4 -04 BARS W/ •3 I i N C.J. W 4i TIES fl 12' vERT _ -: ALTERNATE LCG4TION5 ( w FROM A.B F-F _E L - �_= 1 i IK- I i w TCP OF GRADE POOPOSED RETAIL CENTER OR P4✓ING W '... 1 � I ,D NEW F' I. -. L.' y ..Y -. ; I O f.. 0 + UI 1 -{-F j FIRE HYDRANT c a UNDERGROUND ELECTRIC LINES U RE: ONE -LINE DIAGRAM W --L I' METER Ltd' (�--- : I I I 1 0 d) C.J. d) � --3/4' HEA`/Y WALL CONCUIi EXTEND TO BUILDING I' G.W. \0,11 ----- ELECT, SERVICE. % 1_4ND5C-1PE / (n I i 1 1l J Cn - E.J. - - PROPOSED ui '. I �p 2' METER z - i I TPL2 .30 _ 1 J CW 3'GW , ITC W TP=2.30 r- IY TP=26.50 TW= 1<^D TP=26.50 I TC=2 ,60 RIN RETAIL CENTER / 3 - TC=2100 r• I I TG�< DD T _ 2100 L 50 !-- --- j 2' -N 5 C-W- ✓ 2' C.W. «. FUTURE 1 +' / �- -}- ,i E J T - --- -- --- - -- - - - E.J. --- C = 21.00 /' fJE.J. VERIFY WITH LCATE VALVES TC_2�.50 INLE • 4 _ 6 DD INLET • S li}1LET • 6 Lj TF= 614 POLE MANU 4C'R. TG= 5.10 TG-25.10 T; - 26 {70 TG=25.18 iC= 6 64 TO CITY WATER MAIN I -f I� I INLET • 3 TP=26.00 G--5a0 TG 26.5D 11 L -4--- --"� w L-5 +--- - 5' 4 15i DR ®0 2% T a TP= 26.40 w� 68' LF. - 12, 5DR a 0.30% Q. 151 CF5 . 1 6F L-6 � 5 "- 92' F. - 12' 5DR 4 0.30q° Q 253 CF5 or QI= 4. POLE LIGHT BASE 7. WATER METERS l TP=25.85 CROWNTP=.5.8 � ' ' TG=26.35 -i -i c. �� � 7C=26.3 � CROWN � i VJ i 1 MATCH - - ----- `� - --- ---- ) ��-E.J- -- O O -- U U E-J. U to 9N i 0 E.J. EX19T G NOT TC S...A_E r � 1-� -- - - - - --- NOT TO SCALE � V � � TP=26 ' O TP 26.2D \ �- w / �d+ w n' \ IK NEW CONIC. SLAB -A5PH. IMPREG. EXPN. - w, JOINT MATERIAL, GONT. n� ° 3 RE3AR AT 15' OC EACH WAY "3 % 18 DOWELS AT U_ mom, _ CARDBOARD 'THIMBLE' !8' O.C. -GORE DRILL rli > _ c SLIP CONN AT NEW 6 SET IN EPDXr GROUT I t •w�woc 45T PL Eft° CONS PAVING 7 at- � SLUSH !N CONCRETE / 4500 PSI PRECAST CONCRETE L .--- COUNTOUR fi FL LINE w/GRADE 60 REINF/A5TM 46151 -- - SEI.� ION ( I \ UNDERCUT EX15TING PAVING I • 3 BENT REINF-' 1 �- l2' ' 3 REINF S I G AT 15' OG. CONT. ?' SAND CUSHION -- 8' 2•' °' �- 6. NEW EXIST. / CONC. PAVING A Yi"111 1 � A mar. i SCALE: I' = 1'-0' 5. CONIC. NOT TO SCALE rn rn rn r� rn u� N C m 0 a: 3 � -o a �- LiJ . - U " f\ Ln / C J7 0 r\ rn O s rn N 1] 0 r\ C 'o ro DETENTION CALCULATIONS TOTAL ACREAGE: 1.741 ACRES MAXIMUM D SCHARGE FROM SITE; ACRE4GE IN UNDERWOOD R04r, L003 ACRES . UNDERWOC'D ROAD DESIGN D15CH.4RGE e 56 CF.5. DETENTION 4CRE4G-E 0.13ac 4C. . DETENTION DI5CHARG-E 0.31 CF5. - ALLOU4BLE SITE DISCHARGE 6?3 CF.5. REQUIRED DETENTION VOLUME: 11466 CU. FT. - DE5iGN DISCH4RGE 6$9 CF.5, DETENTION PROVIDED IN REAR PAFKiNG AREA 14,821 CU. FT. DISCHARGE RATE FROM DETENTION: 0.369 CFS UNDERWOOD R04D DESIGN DSGH4R'GE: 6 56 CFS. / TP n.DO TP= 6.00 \ I utQ i I i TG 26 TC '6.10 ' 11 TC=2z: 1 ( TG 26.50 TC= 6,50 R TP C=24'1; o S - -- - - W W _ --_ - -- EXISTING DEVELOPMENT i YBARRA INVESTMENTS, INC. �H.C.CF No. R614044 - LOCATION MAP KEYM4P No.539W I INLET • 2 INLET • 3 6' ExT. PARKS CB24 . 1 - 6' EXT. PARKS C52C r 2 - 12' EXT. TH 23.05 I.E. 15' 5DR NORTH 22.eO I,E. 12' SDR EAST 22.25 FS I.E. 12' SDR WEST 22.15 I,E. 15' 5DR NORTH 222C T Q=159 CF5 0=2.1'1 CF5 TG. 25 SD TG. 25.64 4 INLET • 5 INLET • 6 ' - 6' EXT. PARKS C1520 I - 6' EXT. FARK5 C520 .1 - 6' Ex-, iH 22.SO I.E. 12' 5DR IN -OUT 22.5322.48 LE I8' RCP WEST�22.O5 5 0=1.35 CF5 LE. 12' 5DR NORTH 22.15 T.G. 25.10 I.E. 15' 5DR SOUTH 22JC Q= 6.89 CF5 T.R. 25.1a NOTE: ALL PVC SHALL BE SCHEDULE 40 OR EQUIVALENT U.N.O. 100 - YEAR FLOOD PLAIN WATER SURFACE ELEVATION = 25.15 AS PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP =OR HARRIS COUNTY 4a201CO-94OJ REVISED NOVEMBER 6, 1996 ZONE X Harris County Flood Control District 3 / o_ Date THE ABOVE SIGNATURE VALID FOR ONE (1) YEAR ONLYo Ii�lol4$ FOR KEYNOTE& REFEREE WITH ARCHITECTURAL ARND(COORDIf= IJ, KEYNOTES 51 E FLAN, SHEET 4-I1, FLUME NG OR W4TEREG 45 5ANIT ANNDOFOR ELECTRIICAL,I SHEE 1. PROVIDE 5':DEWALK5 PER CITY OF LA PORTE STANDARDS © 12. NEW S.S. MANHOLE 23. EXISTING 50 FOOT ROADWAY UTILITY EASEMENT 2. CMU DUMP5TER ENCLOSURE. REF. DTL. 1 /4-1 13. NEW 6' FEET HIGH CYCLONE FENCE W'5T4ND4RD BARBED WIRE / ( 24. PAINT OUT EXISTING PARKING STALL STRIPING ARM EXTENSION - DE�EU�� ! 3. ACCESSIBLE RAMP REF DTL. IO/A-I �1 25. REMOVE EXISTING CONCRETE CURB, PATCH e REPAIR NEW OF`!GE PATIO a 4, O.C.4. 4 INCH WIDE PAINTED CRO55-5TRIPING AT 24' C. WITH THICK CONCRETE PAVEMENT w/ " 3 REINP AT BORDER YELLOW TRAFFIC FAINT, 15. NEW ROLLING GATE �) 15' D.C. EACH WAY TOP AND BOT. STAGGERED 5. 36' SQUARE INTERNATIONAL ACCESSIBILITY SYMBOL 6 4 !NIGH U DE PAIN ET D STALL STRIPING. YELLOW TRAFFIC PAINT (SHOWN SHADED? 6. 4CCE5515LE SIGN REF. DTL. 10/4-1 I'll. NEW 10 FOOT WATER LINE EASEMENT- 155' IN LENGTH 21. COLOR IMPRINTED CONCRETE PAVING 54ND5 A51 LAR SLATE FATTERN BY BOIMANITE OF HOU5TON 1. NEW CONCRETE PAVING-. REF. DTLS. !2,3,6/C-I la. NEW 10 FEET SANITARY 5E'UER EASEMENT 113) 523-6.10 e. CONCRETE POLE LIGHT BASE - REFER TO DTL. 4/C-1 19. EXISTING FIRE HYDRANT TO REMAIN 'E•. NEW DRIvEW4Y. COORDINATE WITH SHEET C-I AND REFER TO SHEET E-I FOR POLE a LIGHT SPECIFICATION. - �r DETAIL I/A-! 140. PROD'✓IDE ACCESSIBLE RAMP WITH SCORE ��^) 9. PYLON SIGN BY OWNER PERMIT SEPARATELY BY LICENSED \ SCORED JOINTS. I : I2 Max. SLOPE PER T.A.S� 2e. EXISTING STORM SEWER MANHOLE) SIGN CONTRACTOR STANDARDS SIMILAR DETAIL IC, 4-1 tiv �-��%`-��_,�.�.�-��;wti^..w'= 10. NEW FIRE HYDRANT, REF. DTL. 4/P-! 21, ExI5TiNG 12' WATER LINE MAIN LEAVE K 4 / 36' DOWELS IS' EXPOSED AT !6' OG. FOR ) FUTURE EXPANSION DRIVE J. NOT USED ) �i 22, REMOVE EXISTING CONCRETE DRIVEWAY. PROviDE NEW 6' CURB TO TIE INTO/ MATCH EXISTING LEGEND: GENERAL NOTES PAVING NOTES_ x' SITE PREPARATION NOTES GENERAL UTILITY NOTES: !. 517E INFORMATION 5HOtLN 5.45ED ON A 5URvEY" PREPARED 1. SOIL PREPARATION: THE TOP SIX C61 INCHES OF SUBGRADE SHALL BE 1, STRIP AND AND SCARIFY THE SURFACE 501L TO A RANGE FROM TEN (10) TO TWENTY (20). 5TRIPFED `9 = EXISTING SPOT GRADES EJ. = PAVING ExP4N510N JOINT 8Y H. CARLOS SMITH ENGINEERS a SURVEYORS INC. STABILIZED WITH 6.0 PERCENT HYDRATED LIME BY WEIGHT <24 PSYI. MINIMUM DEPTH OF Slx C6) INCHES AND REMOVE ALL AND CLEANED ON-51TE SOIL MEETING THE PI I. REFER TO P-1 DRAWINGS FOR SITE UTILITY PLANS AND 4. CONTRACTOR SHALL EXERCISE CARE WHEN EXCAVATING i RE: DTL. � /C-i o LA FORTE, TEXAS, DATED JULY 8, i,�96. THE LIME STABILIZED SUB -GRACE SHALL BE 5TA5iLIZED`AND COMPACTED 4� 5URFACE ORGNICS, TRASH, DEBRIS, AND OTHER REQUIREMENT MAY BE USED. COMPACT THE SELECT DETAILS NEAR G45 MAINS. IN ACCORDANCE WITH THE Ter.DOT 5PECIFIC471`I0N, ITEM 260, MATERIALS. FILL IN Six (6) INCH LAYERS TO NINETY-FIVE (95) TP - NEW SPOT GRADE ELEVATIONS CJ, PAVING CONTROL JOINT V,DELETERIOUS 'LIME TREATMENT FOR MATERIALS IN PLACE'. THE 5OIL5HALL BE PERCENT OF STANDARD PROCTOR DENSITY, IN 5. CONTRACTOR SHALL VERIFY ALL SEWER FLOW LINES RE: DTL. '[/ C-I COMPACTED TO A MINIMUM OF 95 o OP STANDARD PROCTOR DENSITY. 2. PROVIDE POSITIVE DRAINAGE BY SLOPING AND CONFORMANCE WITH THE STANDARD PROCEDURE , 2. CONTRACTOR SHALL VERIFY POINTS OF ATTACHMENT FOR PROPER ATTACHMENT PRIOR TO EXCAVATION. 2 BENGHM4RK : TOP NORTH RIM OF STORM SEWER MANHOLE DIRECTING THE RUNOFF FROM THE BUDDING SITE. DENSITY, IN CONFORMANCE WITH THE STANDARD WITH ALL UTILITY COMPANIES. NOTIFY THE ARCHITECT T.P. -- =TOP OF PAVING 66 NORTH END 10., WEST 50U, PROPERTY CORNER CONCRETE PAVING: PAVING-. CURBS, ETC. SHALL BE 3,000 P51 d U PROCEDURE. ASTM 698, AT OR WITHIN C3) PERCENT OF ANY DISCREPENGIES WITH PLANS/SPECIFICATIONS. --r - INDICATES DIRECTION OF NORMAL WEIGHT CONCRETE WITH NEW DEFORMED BILLET STEEL 3. PROOF ROLL THE PREPARED SOIL TO LOCATE ANY OVER AND TWO l2) PERCENT UNDER OPTIMUM MOISTURE. Co. PRIOR TO CONSTRUCTION, THE CONTRACTOR SH4LL - r o AVING /GRADES SLOPE ELEVATION 2453, N.G?i.G. OF 1929, 1918 RELEvELING. O IIY18 r. - REINFORCING, SIZE AND SPACING A_. DETAILED AND CONFORMING TO r WET OR PUMPING AREAS AN TREAT THE SAME WITH 3. CONTRACTOR SHALL NOTIFY THE 'UNDERGROUND OBTAIN ALL PERMITS FOR FLOOD PLAIN MANAGEMENT T.G. - =TOP OF GONG. CURB: 45TM A-615, GRADE 60. PLACE REINFORCING ON CHAIRS TO LEVEL r• THE PROPER STABILIZIN..o AGENTS (FLY ASH, FLUE _ S. THE BUILDING PADS SHALL CONSIST Or A M1fJIMUM OF UTILITY COORDINATING COMMITTEE' AND THE CITY A5 REQUIRED BY HARRIS COUNTY. TEXAS REGULATIONS. ______ _ 6' m IRRIGATION 5LEEvES UNDER AT MINIMUM OF 1112' BELOW THE TOP OF SLAB. PROVDE CONTROL DUST, HYDRATED LIME, OR CEMENT). COMPACT THE OF 12 INCHES OF COMPACTED SELECT FILL. OF LA PORTE PUBLIC WORKS i28U 4'11-5020 T.G. --- =TCP OF GRATES PAVING eDRIVES-TURN UP AT 3. ELEv-aTiCN5 5A5ED ON U.5.C. a G.5, MEAN 5EA LEVEL le21 AND EXPANSION JOINTS, 45 DETAILED, WHERE SHOWN ON PLAN. BOIL TO 100 ; OF NATURAL CEN5ITY. WITHIN 48 HOURS OF COMMENCING WORK IN STREET 1, PRIOR TO CONSTRUCTION, THE OWNER WILL OBTAIN ALL 30', EACH END TO 6' ABOVE DATUM - IS18 ADJUSTMENT REFER TO PLAN FOR 4DDITI0NAL NOTES REGARDING PAvING AT - RIGHT OF WAYS OR EASEMENTS AND REQUEST STAKING PERMITS FOR UTILITY AND/OR CULVERTS WITHIN COUNT -TAPE ENDS CLOSED FOR -GRADE HEAVY TRAFFIC 4RE.45. 4. ALL FILL REQUIRED UNDER FLOOR SLABS SHALL BE OF ALL UNDERGROUND UTILITIES. NO EXCAVATION WORK ROAD RIGHT OF WAYS AS REQUIRED BY HARRIS COUNTY, p''� POLE LIGHT FIXTURE FUTURE USE BY IRRIGATION A SELECT SOIL CONSISTING OF SANDY AND/OR SILTY SHALL PROCEED PRIOR TO STAKING. NOTIFY ARCHITECT TEX45 REGULATIONS, REF. SHEET E-i CONTRACTOR 3. PROVIDE CURBS, DETAILED, IN CONFORMANCE WITH ITEM 2 450vE. CLAYFREE OF ANY ORGANICS, TRASH, OR OTHER IF ANY PRIVATE UTILITY LINES WILL CRO55 STAKED ALL OTHER WALKS, RAMPS, ETC. SHALL BE PER ARCHITECTURAL , DELETERIOUS MATERIALS WITH A MINIMUM LIQUID PUBLIC UTILITY LINES. DETAILS. LIMIT OF 26. THE PLASTICITY INDEX CPl) SHALL BE ' " Wilson /Zet It y/Tipps L.L.C. All information, either dravm.wrilten, or implied appearing in this doc- ument shall not be duplicated, cisclosed, or otherwise used with- out the written permission of the cuthor,Wilson/Zetty/Tipps LLC. This document is an instrument of service and is the sole property of the author. Furthermore, the use of this document fcr any purpose shall to 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. r The Construction documents for this project shall nclude,but not be limited to the following: Instructions to bidders (if cry) Stondord formal of Agreement between Owner end Contractor, At.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 Aqreernent Form, A.I.A. Document 4401,1987 Edition Addenda Supplementary Conditions(if any) Specifications Copies of the cbove Docun-ients ore on file of the Architects office. This Construction document shall be considered apart of a set,and shall not De separated tram the set �I,'µr- ... a H. CARLOS 5i.,T,i '4111 V o ;a, 13327 , �i•t 1g�� �iatlKi Dated: ' WILSON/ZETTY TIPPS ASSOCIATES LLC. ARCHITECTS PLANNERS INTERIORS I lr� MEMBER AMERICAN INSTITUTE OF ARCHITECTS 3100 WILCREST DRIVE SUITE 325 HOUSTON,TX 77042 PHONE: 713-952.8600 FAX: 713.952.8610 570 Rxt SC.Wftr- G? z_ x D rH S 2131" 7:�c A 01 W CON N G PA\/IN6 A TOP OF WATER LINE RE'/j 20,36) 11,11 Ba Project - UNDERWOOD PLAZA. Address: 2621 UNDERWOOD ROAD SPENCER HIGHWAY - LA PORTE. TEx45 Owner: RUS5ELL YB4R,R4 DEVELOPER 1113; 838-2447, Governmental Jurisdiction: CITY OF LA FORTE PLAN Ex4MINING DIv1510N 604 W. F41RMONT F4RICWAY LA PORT= TEXAS 11511 PHONE. r28U 411-502C Revisions: Mark: Description. TDa., 3 CITY REV15ION51 ^i90 © OWNER_RE✓. 8 U/98 ®r'ITY REVISIONS. t zDrfr 51TE UTILITIES i0l13/9a Sheet Contents: SITE PLAN GRADiNG-DRAINAGE DETAILS KEYNOTES NOTES IM File Path: i Date of Issue: AUGUST 13, 1998 Project Number Sheet Number: 97057 C-1 Izo?