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HomeMy WebLinkAboutUNDERWOOD RETAIL CENTER PHASE III SITE PLANW z z z N 'a u, Y Z z Y 0 Z a ',. z m iW a Q D 0 cc ❑ i } R 1 co 1 Z N L 0� W W ao = - Z}� �zz - U Q LU OJ=; • a Nm OO w _ W_ a¢ 00 C) o LU a 8 a Oz< N o�W N � II GO W U) I �Q_ oZrg= N l�� W I J. �o 0 UNDERWOOD RETAIL C. ENTER PHASE III i ST & Associates j j . Architects and 8554 KATY FREEWAY, SUITE 112 970J WK SPENCER HIGHWAY HOUSTON, TEXAS 7468- PH:713.468.7557 FAX:713.468.7693 © Copyright 2009 RRIS All information, either drawn, written, or implied LA PORTE TX 77571 HACO. appearing in this document shall not be duplicated, disclosed, or otherwise used without %PROJECT NUMBER: 0919 the written permission of the author, This document is an Instrument of service and is the sole property of the author. Furthermore, OQ�26-2009 the use of this document for any purpose shall ::JJ be revoked, if the intent of the design or the construction techniques or details shown herein are not adheared to or the contractural ABBREVIATIONS GRAPHIC LEGEND INDEX OF DRAWINGS PROJECT DATA GENERAL CONSTRUCTION NOTES agreement governing their use is not strictly adhered to. AB anchor bolt LVR louver ASV above MA5 masonry A/C air conditioning MAT material (s) AGG access MAX maximum ACT acoustical the MS machine bolt AD area drain MFR manufacture (or) ADJ adjacent MH manhole AGG aggregate MEGH mechanic (al) AFF above finished floor MET metal ALUM aluminum MIN minimum ALT alternate MISC miscellaneous AP access panel MO masonry opening APPROX approximate N north ARCH architect (ural) NAT natural A5PH asphalt NIG not in contract SM bench mark, beam NTS not to scale BLDG building OA overall BLK block OG on center (s) BLKG blocking OD outside dimension BO bottom of OH overhead BOT bottom OJ open web joist BFL bearing plate OPG opening BRG bearing OPH opposite hand BUR built-up roofing OPP opposite GAB cabinet PAR parallel GB catch basin PB panic bar GEM cement PG pipe column GER ceramic PED pedestal GI cast iron PERF perforate (d) GIR circle PFB prefabricate (d) GLG ceiling PG plate glass GLR clear (once) P/L plastic laminate CMU concrete masonry unit PL plate, property line COL column PLA5 plaster GONG concrete FLYWD plywood CON5T construction PNL panel GONT continuous or continue PTN partition CONTR contract (or) PSF pounds per square foot CPT carpet (ad) P51 pounds per square inch GT ceramic the PT pressure treated DEM demolish, demolition PVMT pavement DEP depressed QT quarry the DEL detail RAP radius DF douglas fir REF reference DIAG diagonal REFR refrigerator DIAM diameter REG register DIM dimension REINF reinforce (d), (ing) DL- dead load RE(2'D required DN down RES resilient DFR dispenser RET retaining OR door RFL reflect (ed), No), (or) 05 downspout ROF reinforced concrete E east pipe, reflected ceiling EA each plan EB expansion bolt RM room ELEG electric (61) RO rough opening ELEV elevation 5 south EMP employee 50 solid core ENCL enclosure (ure) 50H schedule EP electrical ponelboard 5P storm drain EQ equal SEC section EQUIP equipment 5F square feet EXH eshaust 5HT sheet EXIST existing 5HTH sheathing EXP exposed SIM similar EXT exterior 5PL special FD Floor drain SPEC specification (s) FE Fire, extinguisher 50 square FF Finish floor 5/5 stainless steel PROJECT DESCRIPiON: NEW FREE STANDING RETAIL CENTER (SHELL ONLY) WITH I. ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL AND LOCAL CODES AND ORDINANCES, AS WELL AS SHEET NR. DESCRPTION ALUMINUM FRAME AND GLASS STOREFRONT, METAL UNDERWRITERS RBSULATION5 HAVING JURISDICTION. THE CONTRACTORS SHALL ALSO COMPLY WITH ALL RULES AND REWLATION5 OF THE BUILDIN6 OWNER, IF APPLICABLE. 0 - General ROOF DECK, PRE-ENOINEERD BUILDING AND A550CIATED SITE IMPROVEMENTS WITH CONCRETE 2. ALL CONTRACTORS MUST VISIT THE SITE TO DETERMINE THE EXISTING CONDITIONS. NOTIFY THE ARCHITECT IMMEDIATELY A-0.0 COVER SHEET PARKING LOT. LOCATED AT 61105 SPENCER HIGHWAY, IF THERE ARE ANY DISCREPANCIES BETWEEN EXISTING CONDITION5 AND THE CONSTRUCTION DOCUMENTS. C - Civil LA FORTE, TX 11511 HARRIS CO. 3. THE OWNER AND/OR TENANT OR THEIR APPOINTED REPRESENTATIVE SHALL PROCURE ALL PERMITS AND CERTIFICATES OF OCCUPANCY OR LOCAL EQUIVALENT. 1 1 1 0-0.0 COVERT SHEET 4. THE WORK INCLUDES THE FURNI5HIN6 OF ALL LABOR, MATERIALS AND EQUIPMENT AND SERVICES NECESSARY FOR, AND C-1.0 51TE GRADING BUILDING CODE 2006 INTERNATIONAL BUILDING CODE. REASONABLY INCIDENTAL TO THE COMPLETION, IN PLACE, OF ALL WORK ILLUSTRATED AND DESCRIBED IN THE V l 2006 INTERNATIONAL FIRE GORE, DRAWIN65 AND SPECIFICATIONS. G-2.0 DRAINAGE AREA MAP 2006 INTERNATIONAL MECHANICAL GODE. 5. CONDITIONS DEPICTED ON THESE DRAWINGS HAVE BEEN COMPILED FROM AVAILABLE INFORMATION AND MUST BE C-3.0 JOIN LAYOUT PLAN S STORM WATER POLLUTION 2006 INTERNATIONAL PLUMBING CODE. VERIFIED WITH ON -SITE CONDITIONS. WRITTEN DIMENSIONS ON DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED 2005 NATIONAL ELECTRICAL CODE. DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE L - Landscape BUILDING SITE AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. OCCUPANCY TYPM M - MERCANTILE ro. ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL BUILDING INDUSTRY TOLERANCE FOR FIELD CONDITIONS. ^ L-1.0 LAN05ACPE PLAN 1. CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY MECHANICAL AND ELECTRICAL CONFLICT ON FLOORS, WALLS, � A - Architectural TYPE OF CONSTRUCTION: II-S - UNPROTECTED - UNSPRINKLED ROOF OPENINGS, FLA5HIN6 CURBS OR VARIATION PRIOR TO START WORK. O A-O.( ACCE55ABILITY STANDARDS bAPPROPRIATE . MECHANICAL AND ELECTRICAL CONTRACTORS SHALL VERIFY ALL PENETRATIONS AND INSTALL FIRE 0,000 BUILDING AREA 4,g50 5. F. DAMPERS IN ALL RATED ASSEMBLIES WHETHER SHOWN OR NOT. W A-02 KEYNOTES 9. ALL ROOF OR EXTERIOR WALL PENETRATIONS SHALL BE SEALED WATERTIGHT PER CONSTRUCTION DOGUMENi'S TO MEET A-0.3 KEYNOTES OCCUPANCY LOAD 60 GROSS 4,g50 82 1 ARCHITECTS APPROVAL AND APPLICABLE CODES. {� Q / = A-I.O SITE PLAN 0. THE CONTRACTORS SHALL RECEIVE, HANDLE, STORE (IF NECESSARY) AND BE RESPONSIBLE FOR ALL MATERIALS PROVIDED BY OTHERS. ALL MATERIALS SHALL BE ACCOUNTED FOR UPON RECEIPT AND ANY MISSING OR DAMAGED v A-LI SITE PLAN DETAILS PARTS SHALL BE REPORTED TO THE ARCHITECT AND/OR OWNER IMMEDIATELY. eke A-12 PUMP5TER DETAILS II. ALL WORKMANSHIP AND MATERIALS SHALL BE OF FIRST QUALITY AND IN ACCORDANCE WITH 600D CONSTRUCTION W Q rL PRACTICE. A-2.0 FLOOR PLAN 12. SHOP DRAWIN65 PREPARED BY THE CONTRACTORS, SUPPLIERS, ETC,. SHALL BE REVIEWED BY THE ARCHITECT ONLY AS U O , ^ A-2.1 FLOOR PLAN DETAILS To CONFORMANCE WITH THE DE516N CONCEPT. NO WORK SHALL START WITHOUT SUCH REVIEW. O 'LI-) A-3.0 ROOF PLAN 13 N NO EVENT LE55 FREOUENTSHALL RLYOTHAN EVERY FRIDAY AFTERNOON. PXBB15H AND DEBRIS FROM E BUILDING SITE PROMPTLY UPON ACCUMULATION AND � - W A A-3.1 ROOF PLAN DETAIL5 S NOTES 14. THE CONTRACTORS SHALL PROTECT ADJACENT PROPERTY DURING CONSTRUCTION. CONSTRUCTION WORK SHALL NOT >= DISTURB TRAFFIC OR ON601N6 BUSINESS, EXCEPT BY SPECIFIC AGREEMENT WITH OWNER. L J A-4.0 ELEVATIONS 15. ALL DELIVERIES AND MODIFICATIONS TO THE BUILDING SHALL BE COORDINATED WITH THE BUILDING OWNER, IF A-4.1 ELEVATIONS APPLICABLE. V J Q A-5.0 BUILDING 5ECTION5 PARKING ANALYSIS I&. MINOR ITEMS AND ACCESSORIES REASONABLY INFERRED AS NECESSARY TO COMPLETE AND PROPERLY OPERATE ANY Ll.� W L.L.I SYSTEM ARE TO BE PROVIDED BY THE RESPECTIVE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND/OR Z A-5.1 WALL SECTION5 TENANT. ^ � ^ A-52 WALL SECTIONS - 1-7. THE CONTRACTORS SHALL INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE Cie r ^ O Ln PAWQTO RE4UF� 20 STALLS 'S WITH THE MANUFACTURERSPECIFICATION RECOMMENDATIONS. v . W A-6.0 DETAILS 16. ALL REWEST5 FOR SUBSTITUTION OF ANY ITEMS SPECIFIED MUST BE SUBMITTED IN WRITING TO THE OWNER'S AND/OR Q O A-6.1 DETAILS PAFKM PROVIDED 50 STALLS TENANT'S REPRESENTATIVE AND WILL BE CONSIDERED ONLY IF EQUAL OR SUPERIOR IN SERVICE AND QUALITY, MORE ADVANTAGEOUS DELIVERY DATE, OR CREDIT TO THE CONTRACT PRICE WILL BE PROVIDED WITHOUT SACRIFICE OF A-62 DETAILS QUALITY, APPEARANCE AND FUNCTION. O O ACE STALLS FiEOUFit D 2 ACCESSIBLE STALLS Ill. CONTRACTOR TO WARRANTY ALL PRODUCTS, AND WAIVE ALL CLAIMS FOR ADDITIONAL COST RELATED TO SL85TITUTED 5 - Structural 2 VAN ACCESSIBLE - ITEM TO COMPLETE WORK IN ALL RESPECTS. 5-LO FOUNDATION PLAN 20. CONTRACTORS SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATES ON ORDERS OF MATERIALS AND EQUIPMENT WITH S-2.0 FOUNDATION DETAILS ACCESSIBLE STALLS PROVIDED 2 ACCESSIBLE STALLS LONG LEAD TIMES. 0 2 VAN ACCESSIBLE 21. THE CONTRACTORS SHALL SUBMIT SAMPLES OF ALL FINISHES To THE ARCHITECT OR OWNER/ TENANT REPRESENTATIVE 5-2.1 FOUNDATION DETAILS PRIOR TO CONSTRUCTION. E - Electrical 22. CONTRACTOR TO SUBMIT SAMPLES OF ALL FINISHES TO ARCHITECT OR OWNER/ TENANT REPRESENTATIVE FOR WRITTEN APPROVAL PRIOR TO PURCHASE. i E-1.0 ELECTRICAL FLOOR PLAN 25. CONTRACTORS SHALL VERIFY WITH THE OWNER AND/OR TENANT ALL FIXTURES AND EQUIPMENT TO BE FURNISHED BY I�r� CzN E-2.0 ELECTRICAL SITE OTHERS. W i E-3.0 ELECTRICAL SPECIFICATIONS 24. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE FRF55URE TREATED. o P - Plumbing ® o P-1.0 PLUMBING PLAN b DETAILS P-2.0 PLUMBING # UTILITY SITE w P-3.0 PLUMBING SPECIFICATIONS P-4D PLUMBING DETAILS FP - Fire Protection a V FIN finsh (ed) 55 service sink F-LO FIRE LANE FOG face of concrete 5TA station as ae u I I RED ARC, a FOM face OF masonry STD standard s o -Rock•Sprinpa Or '`\ DAVI "•' `" PROPOSED NEW Fos face of studs 5TL steel ` �.- FR frame (d), (Ing) 5TRUGT structural \ s„uera�lror. ° CONSTRUCTION i � FS floor sink5U5 suspended r _ equip. p g p• 5YM symmetry (ical) (RE: SITE PLAN) _ S00'03'5T 21°.00' F5E food service a FTG footing 5Y5 system m° 1e80 FUR furred (ing) TEL telephone wo 6A gage, guage T6 .SITE LOCATION tempered glass s ti 0 6D grade, grading T#G tongue and groove n p I• .�' � Iatq YV®em I.. ' u GG general contract (or) TK5 tackstrip oasrM e 1 - Dates 04-28-i0 71 galvanized iron TO top of no N &L glass, glazing TS top of sheathing Q N (� 4 LL s° PAPKNO LOT GYP. BD. gypsum board TSL top of slab e e PROPOSED I l� R6I DESCRIPTION DATE - . :. RETAIL � I PERMIT SET IO.Ig.Og HB hose bibb T5T top o of steel , a KEY MAP °'�° t� 2 CITY COMMENTS O4-12-10 p gpettcer Hwy p eo SpnrHvy asper>cer 2 HELL ONL V 3 GIN COMMENTS 04 26-10 HG hollow core TN top o of wall � _ -_ - . etn�Hwy lU HDR header TYP typical ° - i, o Omct�dRd 539-W 43 tu HM hollow metal UG undercut HORZ horizontal UR urinal zz ads HT height VB vapor barrier, vinyl HVAG heating/ventilating/air base w conditioning VERT vertical HWD hardwood VJ v-joint led) zee i*°' Mon I" ` _n`F" canen'u I a SHEET CONiENTS INGL include (d), (ing) VT vinyl theta COVER SHEET �.,,. N ID inside diameter W west °° N INSUL insulation W/ with y,Ii.R°. cseentn =, Lowy ealas<Ra I N a - N INT Interior WC water closet Joist ND wood R° a'dON� wuc erorE J JT )olnt WG wired glass 45 I � OetNst.aa UucU SHIFT NUMBER a KPL kickpiatH wall hung a 4� N e W LAD ladder WIN window swnamanrRd � VAT Rd A-0�0 LAM laminate (d) WM wire mess Cffiawln LAV lavatory NO r� aldd�ad � PROJECT PROJECT DATE Without �N►� LB lag bolt WP waterproofing NORTH NORTH DRAWN BY RG(JW LOG location IN LL live d NR Hater WSCT Wainscot scotsistant PRO ECi Na 09ri 1 VICINITY MAP scAl E Krs• 3 VICINITY MAP Tca®� I," LTL lintel Z KEY PLAN 1 koA� 10 GENERAL GRAPHIC LEGEND SYMBOL DESCRIPTION NEW PARTITION WALL5 WITH %" THK. 6YPSUM BOARD EACH SIDE, ON H OR 2-Y2' MTL. STUDS ®ib" O.G. UNLESS OTHERWISE NOTED. NEW 2-HOUR FIRE RATED WALL WITH TWO (2) LAYERS OF V FIRE -RATED GYPSUM BOARD ON EACH SIDE OF 3 %a" MTL. STUDS a 16, O.G. �SSSFiRSS>'A7SnfTlSlifSiifi7 NEW WALL W/ SOUND INSULATION EXISTING WALL TO BE DEMOLISHED ® EXI5TIN6 STOREFRONT ALL DIMENSIONS ARE FROM FACE OF FINISH TO PAGE OF FINISH LEVEL LEVEL TAG OYY DOOR TAGS OWINDOW TA65 WALL TYPE5 O KEY NOTES XX NOTE TA6 X/X-X.X EXTERIOR ELEVATION TAGS U LXO�R D INTERIOR ELEVATION TA65 SECTION TA65 ROOM ROOM TA65 GPT-I FINISH TA65 ® EQUIPMENT AND ACCESSORY TAGS REF COLUMN BUBBLE A# REV15ION DELTA 1 i F M w z Z v MWM W � w0 om = z j �z I3 z E t- • a —z > N m = wa E of ry�ry cc ¢ ¢ 0 1 LL A 50VARE FOOTAGE FOR ALL NEW PAVEMENT 561,422 50. FT. B LINEAR FO0TA6E FOR PROP05ED 51DEHALK 25'-q" FT, C NUMBER OF ALL NEW 12RIVEHAYS 0 D NUMBER OF ALL NEW RAMPS 5 E LINEAR FOOTAGE FOR ALL NEW CURB 1882'-I/4" FT. F LOT #6 AG.= O.1g7AC, W W Z } . a, w - m z SITE PLAN W W ¢ U \W\ z r a / <0O U p> fio = W = : FLOOD STATEMENT W O in a OUQ o w I �8 N ( THE TRACT 15 IN ZONE WAND NOT WITHIN THE 100 YEAR FLOOD PLAIN o w ° N I AGCORDIN6 TO THE FEMA MAP # 48,201C0490L, DATED JUNE 18,200-1. oZ = N � CD I NOTE: FLOOD STATEMENT 5HOULD REFLECT NEW T5ARP FIRM MAPS AND DATA. GITY APPRO\/INC AUTHORITY GERTIFIGATE 1 TH15 15 TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HA5 APPROVED TH15 51TE PLAN AND DEVELOPMENT OF "UNDERWOOD RETAIL CENTER PHASE III" IN GONF RMANA E WITH THE ORDINANGE5OF THE CITY OF LA PORTE. • RS BY: DIRECTOR, LAN IN6 DEPARTMENT 51TE PLAN AGGURAGY GERTIFIGATE I, THOMA5 H. EIKEL, AM REC715TERED UNDER THE LAW5 OF THE STATE OF TEXAS TO PRACTICE PROFE55IONAL ENGINEERING (OR 5URVEYING) AND HERBY CERTIFY THAT ABOVE PLAT OR 51TE PLAN 15 TRUE AND CORRECT; AND THAT ALL BEARIN65, 015TANCE5, ANOLE5, CURVE RADIU5E5 AND CENTRAL ANOLE5 ARE ACCURATELY 5HOWN ON THE PLAT. THOMA5 H. EIKEL, P.E. TEXA5 RE615TRATION NO. 26585 LOT 4 DEVELOPMENTFUTURE EXISTING PARKING LOT C RE: I/A-1.2 p� to 0 to NOTE: A F.E.A. (RECIPROCAL EASEMENT AGREEMENT) 15 PRESENTLY IN FORGE ON ALL LOTS OF THE GRY SUBDIVISION. AL50 REFER TO 50' ROADWAY AND UTILITY EASEMENT ON PLAT. ❑ EXISTING GRINGO'S MEXICAN RESTAURNAT 0 28' & EGRESS I S'-0" '-O' 18'-O" co R:2 1 O 2.15 2.1 ry m • P._ 50'-0" I O SBL 110' _ 4/1 O 28'-O" rN W-011 255 4 • 50 d 2.IC _ n•p N z2.1: � m =A a LOT 5 .654 AC. FUTURE DEVELOPMENT DETENTION PROVIDED PROPOSED RETAIL 4,950 S.F. � � I oil OZ o Z O l2r C m :+ irl- , Y so LTTY Y/EASEMEW 0043'00 Y 285.2 EXI5TIN6 RETAINING WALL, FIELD VERIFY. NOTE: t THE PROPOSED PAVING OR CURBING DOES NOT 00 BEYOND THE EX151TN6 CONCRETE RETAINING HALL. UNDERGROUND UTILITY WORK MUST BE DONE FIRST PRIOR TO ANY 10' UTILITY EASEMENT SHOULD NOT BE EFFECTED BY PAVING AT SITE. ANY CONSTRUCTION. LEGAL DESCRIPTION: LOT6 GRY SUBDIVISION - REPLAT W.M. JONES SURVEY A-482 NOTE: # FOR LANDSCAPE LAYOUT RE: DWG. L-1 # FOR FIRE LANE LAYOUT RE: DWG. F-I EXISTING WALGREEN'S STORE (N.I.C.) NOTE: EAST, WEST AND SOUTH SIDE OF THE PROPOSED BUILDING SHALL BE SUBJECT TO THE CITY OF LA PORTE "EXTERIOR BUILDING DESIGN STANDARDS" THE BUILDING 15 100% MASONRY AND 6LA55 PRODUCT. 110, IN Ow U1 J A O v r' 'p PROPOSED SIDEWALK T �4/A-1.2 gp CC i O lu1g1� Q - Y E N W PLAN NORTH KEY MAP # 539-W SCALE T= 29-V PROPOSED NEW CONSTRUCTION (RE: SITE PLAN) KEY MAP 539—W j S F & Associates j /o Architects o j 8554 KATY FREEWAY, SUITE 112 HOUSTON, TEXAS 77024 PHJ13.468.7557 FAK713.468.7693 © Copyright 2009 All information, either drawn, written, or implied appearing in this document shall not be duplicated, disclosed, or otherwise used without the written permission of the author, This document is an 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 contractural agreement governing their use is not strictly adhered to. D:VISL1yf� i sooa 0 F ��+o0 OF o O N Dat 04-28-10 G REV. DESCRIPTION " =DA"•• 4 TE: I PERMIT SET IO.lq.09 2 CITY COMMENTS 04-12-10 5 CITY COMMENTS O4-26-10 SHEET NUMBER A-1.0 DATE 0&262M DRAWN II RGI" r1 wECKM BV DW VICINITY MAP 3 1 PRO Ecr NNcz RILE N BENCHMARK i I L I' I' cc S z OWO ,0 _M e z z a z a G z • > ((nn j Q CC E3 I1 a _ 1 LU (� CD iw l i-� z..N.. .. IY UJ LLI W Ld- o w - zE UQ ® UJ > • a r = A (D �n m • _ j l S o WV-: a¢ Lj v0 W N�a-ccoo CO LU U) CM Q Z N M(n L r rr w.vw wwwr INTO EXISTING POND EXIST. 34W - 30" HOPE I EXIST. M.H. FL(30")N 18.49 171.430" ),SW 18.40 I I --------- "-----.---- ------- -- -1 - EXIST. M.H. FL(30")NE 18.24 EXIST. INLET E CIST.17 -' 48" HOPE FL(15")SW21.74 _ _ _ FL(36")S 18.25 M -E FL= 18.16 EXIST.TP 24 80 TP 24.70 IXIST EXISTING PARKING LOT EXIST. M.H. FL(12")E 21.97 FL 48" N&S 17 °�sAL EXIST. INL TG=24.40 _M_ I � L C 25.79 C 25 26 TC 24.35 C 25.50 P 25.20 TC 2S.60P 24.80 TP 25.00 24.85 25.00 PROP.25.5 0 4 M M1VPVC SBR I D 26 LEAD 2s.s COMECTm TD UNDERC,LUPID ARM W 780P•8^ SDR DVGSFDR PDNSPOUT SI2D r O 0.55% SLOPE FL .25 1ITC 25.10F.F. ELEV. = 25.925' TP 25 20 O.1 TW DOORS25.9 P I LO o a < PROPOSED .p ry ry L m 3 o.z RETAIL TP 24A0 4,950 S.F. i I kE.T TCH EXISTFV).W 25.22 .C. 24.72 MATCH EXIST (M 3 N.T.W 25.78 - - - - E.T.P. 24.78 - - - > \\� TC 26.50 25 2D TC 25.80 a PROP. TP 25.00 TP 25.15 E, EXIST. INLET CB-E U! 73' -12^ HDPE TC 2s.6o 70 0 30%SLOPE TP 25.10 O TG 24.50 FL 15" N E 22.00 t ) TC 25.25 FTC 25 TP 60 qQ B L 10 TC 25.40 7P 25.25 TC 25.60 TP-25. T(5 25.50 P2ti.0 TP 30 - - = - 25 - I - - Z ----- - - - - N00043'00"W 285.29' ° M.E.G. F.V. EXIST 12' HPE PROP24"x24" C.B. LtUtrvu / NV i tb EXIST. M.H. STUB IF NOT CUT PVMT. TG=24.90 Existing curb to be removed J Lower EXIST. M.H. replace M.H. I &PATCH. FL(12. )SE 22.23 HPE lid w/a MED DUTY C.I. GRATE. O Existing pavement to be removed T.R: 24.50(NEW) F.L.S: 17.34(EXIST 48" H.P.E) Existing pavement to remain ❑^ I I ® Propo. pavement. Tie-in to.. existing O 5 Convert the top of the existing 1 STM. SWR. M.H. to grate inlet to drain the area Existing retaining wall to remain EXISTING I WALGREEN'S STORE SITE GRADING L �H=24.65 I_ - TH=25.05 TH=24.65 TH=24.60 TH=22.'7O(FV) FACE OF PARIGINIS LOT GUR6 EL=25.'TO EL= 25.-75 EL=25.65 EL=25.65 EL= 25.15 i EXIST.TWtFI - - - FL(48")W 17.51 h (12')Ea 21s7 T. . 0111 j-� EXIST. S L 110' PE p_ 0:1D4 OLOPEEt :�:iui ! of TC 5.40 T o� I 00 1 UI i 2yr CONS. WALK TO CLRB E26E Il NEW CURB EXISTING WHO. �- ----- 0 C �, J;,Q OD. STATB[ufBNT Titfsi1acLls$Z4de>:'�11` a r�t'&LZ4t011t1Ito no.y(arcXTlp4ik lgal• o+oc 179(StXJunp'I$,2,007: BC�Ar2in87vAt_ +TBMAe-�Yf:B'�.-.°--• •--v 'Note ItabiisfJfCnieit'afiwil3=etlectaet}TSARPRIRM'mbpsaitA(iiiA L71'Y �eiPPlfO'y>xranUl'H6R1TY L'ffitTThiC1+T8 't'111B'1gt0pe)}if}(lhaF1hri;Gityp[i,D,PQTIt);Tcsas11eY jiptoved.*' sitopit '�eYelDpaftaYlbPirsmeawaa➢RerAm ctTrrPxmusem ilia:aiiioinlmileb.Witlt'O/TYQRIIudII� tTIC o)taPoft ., Diredtar,PID0D1D�J7epazimaoC. SCaRue T�0)ip �F EXIST. 5' INLET DOUBLE GRATE 24" R.C.P. OUT I.E. 17.21 TP 24.70 48^ HDPE EXIST. M.H. C W o __ .10% SLOPE FL(48")S 17.30 I ADJUST RIM ELE . Lft J w D REPLACE THE EXISTING TO M.F.G. E� 6^ RESTRICTOR WITH A -J PROPOSED 8^ RESTRICTOR -)I (RE: ORIFICE CALCULATIONS v) & DETAIL # 1) 1CL #5® I5 "O.G. \/ERT. #56 15 "O.G. EH. 5#4 CONT. E N S W SCALES V-20' SCALE:1h4'=11 1 2 H.C. RAMP CURB SECTION SCALET=1' 3 C. STORM SEWER SYSTEM A. GENERAL NOTES 1. STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF D. PAVING & GRADING 4. PROVIDE EXPANSION JOINTS ® A MAXIMUM SPACING OF 80'-0" EACH WAY. 1. THE SOILS REPORT IS PROVIDED BY Geoslenee Engineering & Testing, INC. LAPORTE GOVERMENTS SPECIFICATION AS CURRENTLY AMENDED. WHEN AVAILABLE USE GEOTECHNICAL RECOMMENDATION IN LIEU OF THE FORM JOINTS WITH METAL KEYWAYS W/DOWELS. REPORT NUMBER: 04G13487 2. STORM SEWER PIPE SHALL BE HOPE AND ADS PIPE. FOLLOWING NOTES 5. ALL JOINT SEAL MATERIAL SHOULD CONSIST OF ASPHALT RUBBER IN PHONE NUMBER: (713)-861-9700 FAX NUMBER: 3. SET STORM SEWER MANHOLE RIMS TO MATCH FINISH GRADE. 1. CONCRETE PAVEMENT SHALL BE 4.5 SACK MIX, WITH A MINIMUM 28-DAY ACCORDANCE WITH ASTM D3405 4. STORM SEWER INLETS SHALL BE TYPE "CB" UNLESS DESIGNATED AS YARD COMPRESSIVE STRENGTH (f'c) 3,000 PSI. MINIMUM REINFORCING SHOULD BE 6. EXCESS SOIL MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR & IS TO B. EXISTING UTILITIES FACILITIES & TREES NO. 4 BARS O 18-INCH ON CENTER SPACING. REINFORCING STEEL SHALL BE DISPOSED OFFSITE RESPONSIBLY. 1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING INLET. CONFORM TO ASTM A-615, GRADE 60. PROVIDE MINIMUM 10-INCH LAPS. E. COORDINATION UTILITIES PRIOR TO CONSTRUCTION OF PROPOSED FACILITIES. NOTIFY 5. CONCRETE PIPE SHALL BE BEDDED WITH CEMENT STABILIZED SAND IN 2• MINIMUM CONCRETE PAVEMENT THICKNESS SHALL BE 6" AND MINIMUM 1. GENERAL CONTRACTOR SHALL COORDINATE SITE UTILITIES WORK WITH ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. ACCORDANCE WITH CITY OF LAPORTE SPECIFICATIONS FOR CONCRETE PIPE. PAVEMENT SLOPE TO DRAIN SHALL BE 0.30%. PLUMBING DRAWINGS. 2. CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS 6. PVC PIPE SHALL BE BEDDED WITH A MINIMUM OF ONE FOOT OF CEMENT 3. SUBGRADE PREPARATION: 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL BUILDING LOCATION PRIOR TO EXCAVATING NEAR THEIR UTILITY. STABILIZED SAND. CEMENT STABILIZED SAND SHALL BE LAID IN 6" LIFTS -STRIP PAVEMENT AREAS TO REMOVE ALL TOP SOIL, DEBRIS AND VEGETATION. DIMENSIONS. 3. CONTRACTOR SHALL TAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING COMPACTED TO 95% STD. PROCTOR MAX. DRY DENSITY (ASTM D698). REMOVE TREE STUMPS AND ROOTS. FACILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES INCURRED AS 7. EXISTING PAVEMENTS, CURBS, SIDEWALKS, AND DRIVEWAYS DAMAGED OR -OVER-EXCAVATE SOFT ORGANIC MATTER, WITH AREAS AND PLASTICITY REPLACE WITH SELECT FILL, FREE OF INDEX OF 7 TO 20 AND A MINIMUM LIQUID A RESULT OF CONSTRUCTION OPERATIONS WILL BE REPAIRED BY THE REMOVED DURING CONSTRUCTION SHALL BE REPLACED TO THE CITY OF LIMIT OF 28 PERCENT. FILL SHALL BE PLACED IN SIX(6) TO EIGHT(8) INCH CONTRACTOR AT HIS OWN EXPENSE. LAPORTE STANDARDS. LOOSE LIFTS AND COMPACTED TO 95% OF STD. PROCTOR (ASTM D698-78) 4. CONTRACTOR SHALL TAKE EXTRA CARE TO PROTECT TREES IN AREAS 8. CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION OF MAX. DRY DENSITY. ADJACENT TO CONSTRUCTION. JOB, SHALL BE AS GOOD AS OR BETTER THAN THE CONDITION PRIOR TO -PROOF-ROLL TO 95% DENSITY. 5. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES STARTING WORK. -TREAT TO DEPTH OF 6" WITH 22 POUNDS OF HYDRATED LIME PER TO EXISTING PUBLIC OR PRIVATE UTILITY LINES, INCLUDING BUT NOT LIMITED SQUARE YARD. TO WATER LINES, WASTEWATER COLLECTION SYSTEMS AND STORM SEWERS, 9. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING DURING -COMPACT TO 95 % OF STD. PROCTOR (ASTM D698-78) MAX. DRY DENSITY. DURING CONSTRUCTION. ALL DAMAGES SHALL BE REPAIRED IN ACCORDANCE CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED WITH CITY OF HOUSTON SPECIFICATIONS. CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. GENERAL NOTES ZE! 1 er RM NO. 20225 KEYMAP 539W IN LAPORTE CITY ORDINANCE ELEV. = 21.94 FEET NAVD 1988, 2001 ADJUSTMENT ELEVATIONS SHOWN ARE 2001 ADJUSTMENT. LEGEND STM & Associates II PH.7 SUITE 112 O TON,TEEXAS3 8 7693 I ©>Copyright 2009 All information, either drawn, written, or implied appearing in this document shall not be duplicated, disclosed, or otherwise used without the written permission of the author, This document is an 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 STORM SEWER construction techniques or details shown herein are not adheared to or the contractural PROPERTY LINE agreement governing their use is not strictly adhered to. - HIGH POINT (H.P.) SLOPE OF PAVEMENT (__'IE.=OPEN IJPROPROP.=FILLED STORM SANITARY SEWER MANHOLE JUNCTION BOX (J.B.) ®IOLEN CATCH BA BY PARK OM3-93)700EQU (RE: SCHEDULE OR a /1 SIZE) a8.30 ACCUM DRAINED AREA (ACRES) 0.7 ACCUM FLOW RATE (CFS)(1-.31) AREA DRAINED PER INLET (ACRES) 3.54 FLOW RATE PER IINLET(CFS)1�1� 86.00TB EXISTING GRADE ELEVATIONS Uj F.F. = XX FINISH FLOOR ELEVATION O FL 98.85 FLOW LINE ELEVATION W t ^¢'' d kj Cie "tt TG 101.00 PROPOSED ELEVATION OF TOP OF GRATE OF INLET ad(� TC 101.75 PROPOSED TOP OF CURB ELEVATION Q r TP 101.75 PROPOSED TOP OF PAVEMENT ELEVATION T O FG 101.75 PROPOSED FINISHED GRADE ELEVATIONS • e M.E.G. MATCH EXISTING GRADE L) �J W M.F.G. MATCH FINISHED GRADE O z LLLJJ U Z = In us (� to T GENERAL NOTES 0 C�0. N g WHEN A COMMERCIAL DRIVEWAY OR CURB & GUTTER IS CONSTRUCTED, RECONSTRUCTED, REPAIRED OR REGRADED ON COUNTY RIGHT OF WAY USE THE FOLLOWING: A - USE FOR ALL PROPOSED DRIVES ON CURBED TYPE STREETS: 115D MAX CROSS SLDPE 04 a 24. C/C PROP. SAW CUT Is, R.O.V. LINE BACK aF 3' CLEARANCE GUTTER L EXIST. CURB STANDARD a' STEEL OVERLA EXISTING PAVEME I 6'T .. -+F-B' 1r CUT UNDER 5' - V BOARD EXPANSION EXISTING 4' OR 1/2' NON -EXTRUDING PAVEMENT N V PAVEMENT PREFORMED JOINT 3' CLEARANCE (TYPJ 7' THICK REINFORCED CONCRETE (SEE GENERAL NOTE N07) COMPACT SUBGRADE TO 95% STANDARD PROCTOR DENSITY B - USE FOR ALL PROPOSED CURB REMOVAL FOR DRIVEWAYS 4' MINIMUM WIDTH OF DRIVEWAY R.O.W. LINE 36 MAX. - /- - _ SIDEWALK SLOPE 1:50 MAX SIDEWALK 1' BOARD EXPANSION OR 1/2' NON -EXTRUDING PREFORMED JOINT DRIVEWAY RADIUS 5' MIN./ 15' MAX. BACK OF EXISTING (TYP.) CURB (TYP.) 2' TO 18" SAW CUT (PROP.) GUTTER UNE EXTEND EXISTING EXPANSION JOINT FROM STREET INTO PROPOSED DRIVEWAY. ONLY WHEN THERE IS AN EXISTING EXPANSION JOINT IN THE STREET AT THE PROPOSED DRIVEWAY INTERSECTION. DRIVEWAY ON CURBED APPROVED BY: DRAWN BY: CONCRETE OR ASPHALT STREETS J.R. BLOUNT CASTANEDA, C. DATCOMMERCIAL 15 NOV 2005 ➢RAwINc oW-1 AREA HARRIS COUNTY PUBLIC INFRASTRUCTURE 1 2 1 CITY COMMENTS 1 04-12-10 1 SITE GRADING SIDEWALKS AND DRIVEWAY DETAIL SCALE~ N.T.S. 2 POPE DISCHARGE INTO EXISTING POND EXIST. 343' - 30" HDPE EXIST. M.H. FL(30")N 18.49 FL(30')SW 18.40 w U) ~ Q r N W � z z Iu W w O - i-- �W <� �� C7 0 Q`WW_ m tYo - _ ow OVN W U SaSe2s o a oz = I I� - - - - - - - - - - - EXIST. M.H. 1ST' 7' - 48" HDPE FL(30")NE 18.24 EXIST. INLET FL(15")SW 21.74 -D°yO FL(3;,)S 18.25 ----- - - --©----- - M .E = ----------- I _�- - - H.P. EXIST. M.H. 1 FL(12")E 21.97 FL 48" N&S 17.74 > -W A EXIST 111111 TW TG=24.40 3 "We -- --- ----- ER7ST:��j-o CV TC 24.35 TC 25.50 TP 24.85 PROP. I G 60 4 TP25.00 PREP. 6' PVC SIR 26 LEAD - FROM DEVNSPEl1T _ PROP. PIPING aC 78' - 8" SDR FL 2 25 EXISTING 0 0.55% SLOPE TC25.70 F.F. ELEV. = 25.9251 PARKING LOT TP 25.20 = $ + --- PROPOSED 3 t� m 3 F. c.o.z RETAIL - - - - � - - - - - - - - o I go:- 4,950 S.F. W a] i TC 25.80 _CB-1 TP 2520 � ceTG O EXIST. INLETJO�'Z 24.50FL(15")NE 22.0 oBL - -j---- - - - -_- x I10' - - - 61176). - ------� - - - - - N00°43'00"W285.29'M.E.G. F.V. EXIST 12" HPE PROP. 24"x2 rHPE EXIST. M.H. STUB IF NOT CUT PVMT. TG=24.S Lower EXIST. M.H. replace M.H. n0l & PATCH. FL(12" )SE 22 lid w/a MED DUTY C.I. GRATE. T.R=24.50(NEW) F.L.S =17.34(EXIST 48" H.P.E) STORM SEWER SYSTEM DRAINAGE AREA MAP EXIST. - - 1T ..� AN" sans !1 EXIST.'MR: - - - FL(48")W 17.51 I (12" )E7 21.97 EXIT T. . 4 1 ExIST. S L : 10' PEE � I I I 25.50 TC 25.65 L TP 25.15co J r �I o I CQ TC 5.40 i ZDI t(� I ' l 1 CO531 E N S W 2yr K X 0 T GONG. WALK TO om ED6E ly NEVI GIRD REMOVE ° REMOEASTINSCOIL'. EXIST. 5 DOUBLE 24" R.C.1 I.E. 17.2, f I _ O W oH71IELE M30V11) _ REPLACE THE EXISTING 8" RESTRICTOR WITH A _II n PROPOSED 8" RESTRICTOR (RE: ORIFICE CALCULATIONS %3 ICL B. DETAIL # 1) I I RESTRICTOR PIPE CALCULATION Q = CA x (2g) x (H) N OR D = Q172/ (2.25 H'74) WER PIPE RRE: SEPLAN T1 Q = ALLOWABLE DISCHARGE = CFS SPECIFICATIONS: -i CATCHBASIN-T-I-I-I- Q = 3.78 CFS GROUT SOLID ® FULL LENGTH OF RESTRICTOR CONCRETE: CLASS 1 CONCRETE WITH OF DESIGN STRENGTH OF " --�-�-�-�-�-I-�- TRAFFIC DUTYi---i-I-I- I-I-I-I-I-I-I - - - ---i-i-I- JUNCTION BOX SKID -RESISTANT STEEL C =ORIFICE COEFFICIENT= 0.80 A =ORIFICE AREA (S.F) 4500 PSI AT 28 DAYS. UNIT IS OF MONOLITHIC CAST IRON GRATE - - - - - - - - CONSTRUCTION AT FLOOR AND FIRST STAGE OF H2 --I-I-i-I-I-I-I- -iTiTiTiTiTiTI- PEDESTRIAN DUTY STD. g =GRAVITATIONAL FACTOR = 32.20 4' 8" ro PVC WALL WITH SECTIONAL RISER TO REQUIRED DEPTH. -'-!7 TI-' [TRAFFIC -DUTY OPTIONAL] H = HEAD (FEET) = 2' (ASSUMED) RESTRICTOR PIPE REINFORCEMENT: GRADE 60 REINFORCED. STEEL REBAR CONFORMING CAST -IN STEEL FRAME D = 3.78'/2/ (2.25 x 2.0'l4) = 0.73 FEET TO ASTM A615 ON REQUIRED CENTERS OR EQUAL. 71 D = 8.72 INCHES - USE 8 INCHES TYPICAL RESTRICTOR DETAIL C.I. CASTINGS: CAST IRON FRAMES AND GRATES ARE MANUFACTURED T1 `- _.•:,DETAIL ACTUAL DISCHARGE THRU 8" = 3.17 CFS #1 OF GREY CAST IRON CONFORMING TO ASTM A48-76 VARIES ::,,::• NOT To SCALE CLASS 30. PARTIAL SECTION (.....• •;•. MODEL # DIMENSIONS CATCH BASIN JUNCTION BOX' W1 W2 H1 H2 T1 KO GRATE SIZE WEIGHT LBS CB12' JB12 15" 10" 21 18" 2" 10" 12"x12"x1" 180 CB18 J818 24" 16" 34" 30" 4" 15" 18"x18"x1i" 1,000 CB20 JB20 26" 18" 34" 30" 4" 17" 20"x20"xli" 1,335 CB24 JB24 32" 22" 41" 36" 5" 22" 24"x24"x2" 2,245 CB27 JB27 37" 25" 42" 36" 6" 24" 27"x27"x2" 2,875 CB30 JB30 42" 30" 42" 36" 6" 30" 32"x32"x2" 3,675 CB36 JB36 48" 36" 42" 36" 6" 32" 38"x38"x2" 4,585 I I1. C812 CATCHBASIN IS RATED FOR PEDESTRIAN LOADING. ALL OTHERS ARE TRAFFIC DUTY. 2. ALL JUNCTION BOXES ARE STANDARD PEDESTRIAN DUTY OR OPTIONAL TRAFFIC DUTY. PRECAST CONCRETE CATCHBASIN/JUNCTION BOX H1 OPTIONAL EXTENSION 6" or 12" PRECAST CONCRETE BASIN SECTION PRECAST CONCRETE BASIN BY PARK EQUIPMENT CO. 800-2546-8041 THIN WALL KNOCKOUT ON ALL 4 SIDES, SEE KO DIMENSION FOR MAXIMUM PIPE O.D. SCALE-RTS 2 ALLOWABLE DISCHARGE CALCULATIONS BASED ON TOTAL FRONTAGE ROAD- 24W (TXDOT criteria) C value, C = 0.65 (coma) Area of 150 Feet frontage, A = 150' X 249' = 37,350 SO -FT / 43,560 = 0.86 Acre Tc = 10 Min (Per TXDOT Requirements) 12-yr = 6.76 in/hr (Harris County) 0= C X I X A 02yr= 0.65 X 6,76 X 0.86 Q2yr 3.78 C.F.S. BASED ON ORIFICE CALCULATIONS WITH A FIXED 2 FOOT HEAD (H) RESTRICTOR SHOULD BE = 8' CALCULATIONS DRAINAGE AREAS & Associates / 0 0 8554 KATY FREEWAY, SUITE 112 HOUSTON, TEXAS 77024 PHJ13.468.7557 FAX:713.468.7693 © Copyright 2009 All information, either drawn, written, or implied appearing in this document shall not be duplicated, disclosed, or otherwise used without the written permission of the author, This document is an 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 contractural agreement governing their use is not strictly adhered to. SCALE- T-20' k"Dmoplloltftraft r4 %weliP.E11*11ftra 660 REV DESCRIPTION DATE: I PERMIT 5ET 10.14.04 2 CITY COMMENT5 04-12-10 SHEET CONTENTS DRAINAGE AREA MAP AND STORM SEWER CALCUL DATE: 09.11.09 DRAWN BY. R.G. C■2' O CHECKED BY qra SCALE RT.S 3 PROJECT Na 0919 091%MLDWG I1 'i M w Uj z N co ❑ a w _ =2 i ❑ Z 'm �jz w Q0 0 o - ¢ o CC ❑ 0. Q Q 6 1 w w W W W - a o h _ W>-�z o _ a _ - UQW z ®AQ=O �n e_WOU w E)6 - O ❑ W a 70 Oz� LL I c 3: Ltl N Nev a ao 0o Cl) oz = 1 N..._ fn l v, 0 0/ S�m Fill & Associates Architects /o 0 8554 KATY FREEWAY, SUITE 112 HOUSTON, TEXAS 77024 PH713.468-7557 FAX:713.468 7693 __ __ __ ©Copyright 2009 (� __ __ All Information, either drawn, written, or implied 7I' I appearing in this document shall not be duplicated, disclosed, or otherwise used without LANDSCAPE 226 S.F. LANDSCAPE 942 S.F. LANDSCAPE 121 S.F. i the written permission of the author, LANDSCAPE 1t08 S.F. I I This document is an instrument of service and y �yy is the sole property of the author. Furthermore, K. .f, ... .f ..., ..,y ..� . .. ,...y .f, .. 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 contractural agreement governing their use is not strictly _ — — adhered to. EXISTING PARKING LOT PROPOSED — LANDSCAPE 179 S.F. RETAIL AIL ( . 4,950 S.F. e v T C LANDSCAPE 118 S.F. LANDSCAPE 226 a N-�--N O LANDSCAPE 368 S.F. - / - W I ( � N 0 � — — — — ¢ me Cie oc d- IL = Cie UQO� m NOTE: W �� ❑ q FOR LAND5CAPE LAYOUT S I Q !, ` 1 Ii RE: FIRE U W # FOR FIRE LANE N NE LAYOUT �Wm W � J Q LU � W RE: DWG. F-I W EXISTING W A' WALGREEN'S STORE L.G CL C Ln D I O (N.LC.) Q O CL Z) O LANDSCAPE PLAN SCALE-. r= 29-W 10 04t�145 a 5 LEGEND LU o O = SHRUBS = LIVE OAK Z (} = PALM = CREPE MYRTLE 0 a rn o REDS gR�Op� BUILDING AREAS LOT COVERAGE LOT 6 NAME OF DEVELOPMENT: UNDERWOOD RETAIL CENTER PHASE II o CF' DAV1 TOTAL AREA = 34,188 SQ. FT. oti5 S RETAIL: 4,950 SQ. FT. r o n TOTAL AREA: 4,950 SO. FT. 40% = 13,675 SQ. FT. o z -1 g BUILDING AREA = 4,950 SQ. FT. (14.47) TYPE OF DEVELOPMENT: NEW RETAIL CENTER cl sooe Po E❑F���g OWNER: YBARRA INVESTMENTS, INC. o REQUIRED PARKING: RETAIL (GENERAL MERCHANDICE) LANDSCAPING REQUIRED N 4 MIN. + 4/1,000 S.F. FOR RETAIL SPACE TOTAL AREA = 34,188 SQ. FL BUILDER: TO BE SELECTED Dates 04-28-10 W _ ( 4,950 SQ. FT./1000) * (4) + 4 BUILDING AREA = -4,950 SQ. FT. REV DESCRIPTION DATE 19.8 SPACES BALANCE = 29,238 SQ. FT. LEGAL DESCRIPTION: LOT 6, GRY SUBDIVISION REPLAT I PERMIT SET 10 2 CITY COMMENTS O4-12-1-12-10 5 CITY COMMENT5 04-26-10 PARKING PROVIDED: LANDSCAPING REQUIRED = 1,754 SQ. FT. 30 REGULAR SPACES ( @ 6% ) JOB ADDRESS: 9705 SPENCER HWY 2 (HANDICAP SPACES) LANDSCAPING PROVIDED ZONED: GC -GENERAL COMMERCIAL TOTAL: 32PARKING SPACES a FRONT = 1,288 SQ. FT. SHEET CONTENTS A SIDES = 1,235 SQ. FT, LANDSACPE PLAN REAR = 935 SQ. FT. o O N TOTAL LANDSCAPING PROVIDED = 3,458 SQ. FT. SHEET NUMBER LAO DATE: 0&2&2M DRAWN BY RGI" ECI® BY. DW CALCULATION PRO ECr NaoAS ' FILE M3 ladmeps PLAHdg z Uj 0 z CD z M 0 0 Mu M 8 S Uj < r z CL W LU 9 2 W W uj 0 z co of z < W'� z b C:) LL1 0 (cLl c,,i 00 , 0 Z 6- 8 Hil I CM CL C.0 00 W z -17 V :D C0 Rf -I- g.- 0ggg g; am STM WN ROM 0 & Associates A rchitects NEW ..... .... IRRIGATION g� 1 " METER LANN PROP PREVENTER z DSED BACK FLOW R 8554 KATY FREEWAY, SUITE 112 W. :R dtm PREVENTE HOUSTON, TEXAS 77024 4-1N.Al goom : iLM1 gg PH:713-468-7557 FAX'713-468-7693 fi: W. I C. W. MAIN UTILITY m Copyright 2009 i "C.W. 10— All information, either drawn, written, or implied appearing in this document shall not be < PREVENTER TYPICAL CENTER duplicated, disclosed, or otherwise used without ACK FLOW BLDG the written permission of the author, STRAINER F—K-A—f This document is an instrument of service and UL�-- G�M '777c' w�` is the sole property of the author. Furthermore, < the use of this document for any purpose shall 2" WATER 2 W. 2"C.W. 2� �METE�R NO! 3: PROPOSED , 24" be revoked, if the intent of the design or the construction techniques or details shown herein 017 GOP �Im�56 MEW, are not adheared to or the contractural D agreement governing their use is not strictly adhered to. 'Mr g�' NOTE: aftl - 2" WATER TAP AND VLAVE BY THE CITY. ...... . g". N, SCALE NONE N; LLJ WATER METER DIAGRAM 6 X M �fg A mggz A Ll SYMMETRICAL ABOUT E HALF SECTION HALF SECTION UNDER UNDER NATURAL PAVEMENT GROUND M- N 8 LU U IN SOD OR SEED NE (AS REQUIRED) PER W� ZU-0 > ri STANDARD SPECIFICATIONS Win- V- W 3 4 Z PAVEMENT NATURAL GROUND SUBGRADE HAND TAMPED EARTHEN BACKFILLS 6 TYP. EMBEDMENT MATERIAL U u OLn T 0 W — I EXISTING 0 k z — LLJ WALGREEN'S STORE Ln > k =�j LWU M. S. ESIERE ENGINEERS U Z >< LLJ SPRING LINE TEXAS REGISTERED ENGINEERING FIRM F-11441 LU LU Z �- Oe CL W MECHANICAL *ELECTRICAL* PIPING V) ^ V) D A LU f ^ %'.di NAVANA 435 FM 1092, SUITE 131-136, STAFFORD DRY BOTTOM TEXAS 77477 ce CLASSHBEDDING (281) 712-1957 Fax:(281) 857-6496 0 0 Cie CN SANITARY SEWER PIPE BACKFILL SCALE: NONE 5 PLUMBING SITE PLAN SCALE-. r= 217-V 0 GRAVE GRADE GRADE CASTIRON FRAME AND COVER F A COVER I&"XI&"X&" CONCRETE PAID 15 HEAVY DUTY CLEANOUT BACKFLON PREVENTOR, KATr5 REOUIRED FOR ISTALLATION IN ASPHALT 4, NO. qOcI REDUCED PRESSURE z OR LAYqN. IF CLEANOUT 15 IN CONCRETE REVER51BLE CONFIGURATION FIN15HED PAVEMENT TYPE INLET NO PAD 15 REGUIRED. OR GRADE SECTIONAL P15ER 00M�111=11t� A"rlf%K10 SECTIONAL R15ER F STRAINER 2" MINIMUM. RCP PIPE ROF FIFE LU 15' D 4 ID .4 CONCRETE: CLA55 I CONCRETE HITH OF DESIGN STRENGTH OF 4500 JOINT SEALED w/ P51 AT 25 DAYS. UNIT 15 OF JOINT SEALED w/ NON5HRINK GROUT NON5HRINK GROUT MONOLITHIC CONSTRUCTION AT 4 FLOOR AND FIRST STAGE OF KALL NITH SECTIONAL R15ER 4"4) SCH 40 PVr, TO REOUIRED DEPTH. SLEEVE (TYP) Ix W*x =xv ;I . 1'151 .4 ''111 011, ON, r .0v 05- 1 2 IMP GATE VA GATE VALVE 1k 0 0 % - , 0 0 C'41 STEEL SUPPORTS FILL (TYF) BUTTERFLY S. ESIERE ... ........... . ....... 4" SHEEP : 0 GRAVE 0 52 8 .. � 4 C.I. CASTINQS: INLET OUTLET A 4 41 CAST IRON FRAMES AND OUTLET FROM INTERCEPTOR TO 5EIAER 30" GRATES ARE MANUFACTURED OF GREY CAST IRON PLAN VIEW CONFORMINOTOA5TMA45-16 CLA55 50, HEAVY-DUTY =�CONCRETE BASE AA5HTO H-20 (OPTIONAL) SUPPLY L 2000 P51 CONCRETE PAD NITH SUPPLY TO BUILPIN6 #5 REBAR512" ON CENTER FROM METER EACH HAY CONCRETE THRUST BLOCK CONCRETE THRUST BLOCK Date; 04-21 )10 0 0 0 REV. DESCRIPT110IN DATE I PERMIT SET 10.14.Oq 2 CITY COMMENTS 04-12-10 FRONT VIEW SIDE VIEW END OF LINE CLEANOUT SHOHN. PETAIL 15 51MILAR FOR NOTES INTERMEDIATE LINE CLEANOUT. 1. SAMPLING J�IELL MUST BE INSTALLED UNDER A SEPARATE PLUMBINO PERMIT. 6. INSTALLATION INSIDE BLVO MUST BE POURED IN PLACE (15"MIN) NO CONCRETE PIPE 15 PERMITTED, (AIR -TIGHT COVER REQUIRED) 2. USE 15"(P T46 R.C.P. FOR INSTALLATION V-O" DEEP AND LESS. 1. LAM INSTALLATION MUST BE 4" ABOVE FINISHED GRADE. 5. USE 24"4P T�O R.C.P. FOR INSTALLATION GREATER THAN V-0m DEEP. (57v RINry b. DRIVE 4 51DENALK INSTALLATION MUST BE BROUGHT TO FINISHED GRADE SHEET CONTENTS PLUMBING & AND M.H. COVER REOUIRED) q. To BE INSTALLED ON PRIVATE PROPERTY, IN A LOCATION ACCESSIBLE To CITY 4. 5AMPLIN& HELL MUST BE SET IN A CIRCULAR OR 5OUARE CONCRETE PAD ( 1'-0" PERSONNEL. GREATER THAN OUT51DE DIAMETER OF PIPE) DETAIL 15 BASED UPON PARK EGUIPMENT COMPANY DRAHIN& 5NB-4. 5. IN5112E INSTALLATION NOT PERMITTED, HHERE OUT51DE INSTALLATION 15 POSSIBLE. REFER TO TH15 DRANINO FOR ADDITIONAL NOTES REGARDING INSTALLATION. UTILITY SITE 0 SHEET NUMBER P-2.0 DATR BY, RG(ff CHECIM BY- aw SAMPLING WELL DETAIL (FUTURE LEASE) SC&e. NMI 41 BACKFLOW PREVENTER DETAIL SC&E. WSJ 3 1 EXTERIOR GRADE CLEANOUT DETAIL wALE-. NTs 2 PRojEcr Nq 09" RLE N(5: P62AV