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HomeMy WebLinkAboutUNDERWOOD RETAIL CENTER PHASE III SITE PLAN (2)N a CO Cr �m >z } r I a m �C a a¢ �LU Cc ,,,,,IIIII ,,,,,,,,,,,,,,;;;:�'wa'���iiiiiiilillllllll����llllllllliiiiiiiipii��•�'-:-. I ..,,,, :�' �� 'i��lllill .,i•-- � IIIIII�II ��q;:ate ""�ii/ I' j mill IIIII��� �� \IIIIII �) j I► illll 'IIIIIII�I �IIIIIIIIj j iniil umi% ® i FS T IA IIIIII% i` IIIII �d II II, M& Associates �.. Architects an k ,FSF`X :ixa .ar Copyright All information, drawn, written, or • • appearing in this document shall not be duplicated, disclosed, or otherwise used without i the written permission of author, PROJECT NUMBER: 0919 document is an of • • ',is the sole property of the author. Furthermore, 'the use 08 of this document for any purpose shall' -26-200017 ibe revoked, construction techniques or details are or the contractural agreement governing their use is not strictly ABBREVIATIONS GRAPHIC LEGEND INDEX OF DRAWINGS PROJECT DATA GENERAL, CONSTRUCTION NOTES adhered to. AB anchor bolt LVR louver ABV above MA5 masonry A/O air conditioning MAT material (s) AGO access MAX maximum ACT acoustical tile, MB machine bolt AD area drain MFR manufacture (or) ,4DJ adjacent MH manhole AGG aggregate MEOH mechanic (al) AFF above finished floor MET metal ALUM aluminum MIN minimum ALT alternate MI50 miscellaneous AF access panel MO masonry opening APPROX approximate N north ARCH architect (ural) NAT natural ASPH asphalt NIC not in contract BM bench mark, beam NT5 not to scale BLOC building OA overall BLK block OG on center (s) BLKG blocking OD outside dimension BO bottom of OH overhead DOT bottom OJ open web joist BFL bearing plate OFG opening BRCS bearing OPH opposite hand BUR built-up roofing OFF opposite GAB cabinet PAR parallel GB catch basin F5 panic bar GEM cement PG pipe column GER ceramic FED pedestal GI cast iron PERF perforate (d) GIR circle FFB prefabricate (d) CLG ceiling FG plate glass GLR clear (ante) F/L plastic laminate GMU concrete masonry unit FL plate, property line COL column PLA5 plaster GONG concrete PLYWD plywood CON5T construction PNL panel GONT continuous or continue FTN partition CONTR contract (or) P5F pounds per square foot OFT carpet (ad) F51 pounds per square inch GT ceramic tile PT pressure treated DEM demolish, demolition PVMT pavement DEP depressed OT quarry tile, DEL detail RAO radius OF douglas fir REF reference DIAL diagonal REFR refrigerator . DIAM diameter REG register DIM dimension REINF reinforce (d), (In'-3) DL dead load REGZ'D required ON down RES resilient DPR dispenser RET retaining DR door RFL ref lect (ad), (Iva), (or) spout DS RCP reinforced concrete cost pipe, reflected ceiling EA each plan EB expansion bolt RM room ELEG electric (al) RO rough opening ELEV elevation 5 south EMP employee 50 solid core ENGL enclosure (ure) SGH schedule EP electrical ponelboard SO storm drain EG2 equal SEC section EQUIP equipment 5F square feet EXH eshoust 5HT sheet EX15T existing 5HTH sheathing EXP exposed SIM similar EXT exterior 5FL special FP floor drain 5PEG specification (s) FE fire extinguisher 50 square FF finish floor 5/5 stainless steel GENERAL GRAPHIC LEGEND SYMBOL DESCRIF'nON NEW PARTITION WALLS WITH %s" THK. GYPSUM BOARD EACH 51DE, ON 3-%" OR 2 Y2' MTL. STUDS a 16" O.G. UNLE55 OTHERWISE NOTED. •• NEW 2-HOUR FIRE RATED WALL WITH TWO (2) LAYERS OF 5/8" FIRE -RATED GYPSUM BOARD ON EACH 51DE OF MTL. STUDS ® I6 O.G. - - - NEW WALL W/ SOUND INSULATION EXISTING WALL TO BE DEMOL15HED EXISTING STOREFRONT ALL DIMENSIONS ARE FROM FACE OF FIN15H TO FACE OF FINISH LEVEL LEVEL TAG XI-X° (� DOOR TAGS OWINDOW TAG5 �-� WALL TYPES XXX KEY NOTES XX NOTE TAG ® X/X-X.X EXTERIOR ELEVATION TAG5 U L X-XX R D INTERIOR ELEVATION TAGS SECTION TAG5 ROOM E ROOM TA65 GPT-I FIN15H TA65 ® EQUIPMENT AND AGGE55ORY TAG5 REF COLUMN BUBBLE REVISION DELTA PROJECT DESCRIFnOk NEW FREE STANDING RETAIL CENTER (SHELL ONLY) WITH 1. ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL AND LOCAL CODES AND ORDINANCES, AS WELL AS SHEET NR. DESCRIF'nON ALUMINUM FRAME AND GLASS STOREFRONT, METAL UNDERWRITER5 REGULATION5 HAVING JURISDICTION. THE CONTRACTORS SHALL AL50 COMPLY WITH ALL RULES AND REGULATION5 OF THE BUILDIN6 OWNER, IF APPLICABLE. 0 - General ROOF DECK, PRE-ENGINEERD BUILDING AND A550CIATED 51TE 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 11105 SPENCER HIGHWAY, IF THERE ARE ANY DI5GREPANGIE5 BETWEEN EXISTING CONDITIONS AND THE CONSTRUCTION DOCUMENTS. C - Civil LA FORTE, TX 775-11 HARRIS 00. 3. THE OWNER AND/OR TENANT OR THEIR APPOINTED REPRESENTATIVE SHALL PROCURE ALL PERMITS AND CERTIFICATES OF OCCUPANCY OR LOCAL EQUIVALENT. UJ 0-0.0 COVERT SHEET 4. THE WORK INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS AND EQUIPMENT AND SERVICES NECESSARY FOR, AND G-I.O SITE GRADING BUILDING CODE 2006 INTERNATIONAL BUILDING CODE. REASONABLY INCIDENTAL TO THE COMPLETION, IN PLACE, OF ALL WORK ILLUSTRATED AND DESCRIBED IN THE 2006 INTERNATIONAL FIRE CODE. DRANNGs AND SPECIFICATIONS. 0-2.0 DRAINAGE AREA MAP 2006 INTERNATIONAL MECHANICAL CODE. 5, CONDITIONS DEPICTED ON THESE DRAWINGS HAVE BEEN COMPILED FROM AVAILABLE INFORMATION AND MUST BE Q\ 0-3.0 JOIN LAYOUT PLAN $ 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 TYPES. M - MERCANTILE 6. ALL DIMENSIONS ARE SUBJEC'P TO CONVENTIONAL BUILDING INDUSTRY TOLERANCE FOR FIELD CONDITIONS. L-1.0 LAN05ACPE PLAN 'T. CONTRACTOR SHALL INFORMTHE ARCHITECT OF ANY MECHANICAL AND ELECTRICAL CONFLICT ON FLOORS, WALLS, � A - Architectural TYPE OF CONSTRUCTION: II-B - UNPROTECTED - UN5PRINKLED ROOF OPENINGS, FLASHING CURBS OR VARIATION PRIOR TO START WORK. O A-0.1 AGCESSABILITY STANDARDS 8. MECHANICAL AND ELECTRICAL CONTRACTORS SHALL VERIFY ALL PENETRATIONS AND INSTALL APPROPRIATE FIRE BUILDING AREA 4,150 5. F. DAMPERS IN ALL RATED ASSEMBLIES WHETHER SHOWN OR NOT. LU r , A-0.2 KEYNOTES V 9. ALL ROOF OR EXTERIOR WALL PENETRATIONS SHALL BE SEALED WATERTIGHT PER CONSTRUCTION DOCUMENTS TO MEET � ` . A-0.3 KEYNOTES ARCHITECTS APPROVAL AND APPLICABLE CODES. - V l Q OCCUPANCY LOAD: 60 GR055 / 4,150 = 82 Q 1:� A-LO SITE PLAN lo. 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 M1551NG OR DAMAGED Ole qqt A-1.1 SITE PLAN DETAILS PARTS SHALL BE REPORTED TO THE ARCHITECT AND/OR OWNER IMMEDIATELY. A/ V� A-1.2 DUMPSTER DETAILS II. ALL WORKMAN5HIP AND MATERIALS SHALL BE OF FIRST QUALITY AND IN ACCORDANCE WITH GOOD CONSTRUCTION W -r Q �■ PRACTICE. A-2.0 FLOOR PLAN 12. SHOP DRAWINGS PREPARED BY THE CONTRACTORS, SUPPLIERS, ETC. SHALL BE REVIEWED BY THE ARCHITECT ONLY AS V = O L n A-2.1 FLOOR PLAN DETAILS TO CONFORMANCE: WITH THE DESIGN CONCEPT. NO WORK SHALL START WITHOUT SUCH REVIEW. M A-3.0 ROOF PLAN 13 N NO CONTRACTORS REMOVE HE BUILDING SITE PROMPTLY UPON ACCUMULATION AND EVENT IIIIIIIIIIIIJ A-3.1 ROOF PLAN DETAILS NOTES 14. THE CONTRACTOR-5 SHALL PROTECT ADJACENT PROPERTY DURING CONSTRUCTION. CONSTRUCTION WORK SHALL NOT P15TURB TRAFFIC OR ONGOING BUSINESS, EXCEPT BY 5PEGIFIC AGREEMENT WITH OWNER. W Y j �: x Cie A-4.0 ELEVATIONS I5. ALL DELIVERIES AND MODIFICATIONS TO THE BUILDING SHALL BE COORDINATED WITH THE BUILDING OWNER, IF ( ' � W A-4.1 ELEVATION5 APPLICABLE. v A-5.0 BUILDING SECTIONS PARKING ANALYSIS le. MINOR ITEMS AND ACCESSORIES REASONABLY INFERRED AS NECESSARY To COMPLETE AND PROPERLY OPERATE ANY Z X W SYSTEM ARE TO BE PROVIDED BY THE RESPECTIVE CONTRACTOR AT NO ADDITIONAL C05T To THE OWNER AND/OR W UJ �J r A-5.1 WALL 5ECTION5 TENANT. 0. SECTIONS 1,7. THE CONTRACTORS SHALL INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE A 5.2 WALL V 1 O PA�Q 20 STALLS WITH THE MANUFACTURER'S SPECIFICATION RECOMMENDATIONS. W A-6.0 DETAILS 15. ALL REQUESTS FOR SUBSTITUTION OF ANY ITEMS SPECIFIED MUST BE SUBMITTED IN WRITING TO THE OWNER'S AND/OR r� TENANT'5 REPRESENTATIVE A140 WILL BE CONSIDERED ONLY IF EQUAL OR SUPERIOR IN SERVICE'. AND QUALITY, MORE Z) o A-6.1 DETAILS PARICQVQ PROVIDED 5O STALLS ADVANTAGEOUS DELIVERY DATE, OR CREDIT TO THE CONTRACT PRICE WILL BE PROVIDED WITHOUT SACRIFICE OF Ole A-6.2 DETAILS QUALITY, APPEARANCE AND FUNCTION. STA S iQ. CONTRACTOR TO WARRANTY ALL PRODUCTS, AND WAIVE ALL CLAIMS FOR ADDITIONAL COST RELATED TO 5U55TITUTED 0O � (**-4 5 - Structural A STALLS F 2 ACCE:551BLE LL ITEM TO COMPLETE WORK IN ALL RE5PECT5. Q� 2 VAN ACCESSIBLE 5-1.0 FOUNDATION PLAN 20. CONTRACTORS SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATES ON ORDERS OF MATERIALS AND EQUIPMENT WITH ACE STALLS PROVE 2 ACCESSIBLE STALLS LONG LEAD TIMES. 0 5-2.0 FOUNDATION DETAILS 2 VAN ACCESSIBLE 21. THE CONTRACTORS SHALL SUBMIT 5AMPLE5 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. E-1.0 ELECTRICAL FLOOR PLAN 23. CONTRACTORS SHALL VERIFYWITH THE OWNER AND/OR TENANT ALL FIXTURES AND EQUIPMENT TO BE FURNISHED BY E-2.0 ELECTRICAL SITE OTHERS' LU E-3.0 ELECTRICAL SPECIFICATIONS 24. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. P - Plumbing ..�. P-1.0 PLUMBING PLAN 4 DETAILS P-2.0 PLUMBING $ UTILITY 51TE P-3.0 PLUMBING SPECIFICATIONS ' P-4.0 PLUMBING DETAILS FP - Fire Protection F-1.0 FIRE LANE NOTE: PRIOR TO CHANGE OF OGCUPANGY/USE, OWNER OR DEVELOPER MUST COORDINATE WITH THE GITY OF LAPORTE REGARDING PARKING AND OTHER DEVELOPMENT REQUIREMENTS. A 5G2UARE FOOTAGE FOR ALL NEW PAVEMENT 51,422 50. FT. B LINEAR FOOTAGE FOR PROP05ED 51DENALK 25'4' FT. C NUMBER OF ALL NEW DRIVENAYS 0 D NUMBER OF ALL NEN RAMPS 5 E LINEAR FOOTAGE FOR ALL NEW GURB 1&&2'-1/4" FT. F LOT #6 AG.= OlgTAG. SITE PLAN FLOOD STATEMENT THE TRACT 15 IN ZONE 'X' AND NOT WITHIN THE 100 YEAR FLOOD PLAIN AGGORDING TO THE FEMA MAP # 48201GO41OL, DATED JUNE 0,2007. NOTE: FLOOD STATEMENT SHOULD REFLECT NEW TSARP FIRM MAPS AND DATA. C,I TY' AFP Ov/ I NG AUTNOR I TY GE TI F I GATE TH15 15 TO CERTIFY THAT THE CITY OF LA FORTE, TEXAS HAS APPROVED TH15 SITE PLAN AND DEVELOPMENT OF "UNDERHOOD RETAIL CENTER PHASE III" IN GONF RMANA E HITH THE ORDINANCES OF THE CITY OF LA FORTE. AI Al BY: DIRECTOR, LAN ING DEPARTMENT 1 SITE PLAN AGCUAC.,Y GETI F I GATE 1, THOMAS H. EIKEL, AM REGISTERED UNDER THE LAHS OF THE STATE OF TEXAS TO PRAGTIGE PROFESSIONAL ENGINEERING (OR SURVEYING) AND HERBY GERTIFY THAT ABOVE PLAT OR 51TE PLAN 15 TRUE AND GORREGT; AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES AND CENTRAL ANGLES ARE ACCURATELY SHOHN ON THE FLAT. THOMAS H. EIKEL, F.E. TEXAS REGISTRATION NO. 26585 NOT USED LOT 4 LOT 5 FUTURE DEVELOPMENT � .654 AC. DETENTION PROVIDED � FUTURE DEVELOPMENT DETENTION PROVIDED EXISTING PARKING LOT RE: I/A-1.2 0 ---- 00 L - NOTE: A R.E.A. (RECIPROCAL EASEMENT AGREEMENT) 15 PRESENTLY IN FORGE ON ALL LOTS OF THE GRY SUBDIV1510N. AL50 REFER TO 50' ROADWAY AND UTILITY EASEMENT ON PLAT. EXISTING GRINGO'S MEXICAN RESTAURNAT i i LEGAL DESCRIPTION: LOT6 GRY SUBDIVISION - REPLAT W.M. JONES SURVEY A-482 I S I EXISTING WALGREEN'S STORE (N.I.C.) 51DEKALK x4( z s a'r r r c � `✓ � - z c �fL c � } c t - ;i3t WtttlfCSi ""` E k3 z: r £ S iffi s. k -: �'' x; r i \' 1cc+ i < ° } 'x:` `✓ �,. > s > > xi L _ £ s $iUdl4S �c 4 s ✓ 1, r r_ f k s s a✓ : �zC s r �s:. } ✓ �"� C :y / �� � � � �Aa/ ti a , z'.` "� r a € � ?; r �3: �� c : >, l r x; �. i £ > c } ✓ ? ;#'u :r <. ( r c fil!%iQ n y rri1+�119$ a Sp�ntriion Spence Y ✓°"'#(* .rnr i ..f`.r Y s? f >� ,i> (Z i6 a`I �z r r�AkEI �7�3 y. F a }s � � 5 ``;a ✓ �, :5 � � �:M� . �� ��s` k > � 1 w: ( \ x �x ,� .+_�� t � " t��...,tc �t, �C£1���8i41i "' a : '� is P�,ttChO h it Sw Frpg LA F=1sii� a i Y ! r u`1G 7 i s r >S,' .^✓z",�.. zY f�t.�a - k; �.x ::�'x cs r; } z s R z7. � \� v .� ,���°4 S `` � f �,� iF"� c �'i r�S i r fy �s } � i f t; � a , ^.. / `>y iyr�.. ^';i j r ti z i .. f z ✓ y h'; { �55' P }. �'� � '. �q,p„ '�,<,xf 7'�'^, '" zx � � ;3 C5 Y✓`�� �.�� r • Ix � �' $ � S? 2�: � �'� Y s �, � "l �. sa....,.s T �xr�, i /41CgIfl L!1 s (j is s t : 7 z"�s1<: ## \ 3 k d , '€ i 's x l \ ✓ s` zid ?�, r f. a, f rx.� a. 4 r ,s ; k r"':� s � gi `NZ z Z n ✓«` tt `^i' " i s✓ 'f: � _ 3 `�R � £ { cf ; x r VICINITY MAP E N W PLAN NORTH KEY MAP # 539-W SCALE: T= 2U-W PROPOSED NEW CONSTRUCTION (RE: SITE PLAN) KEY MAP 539-W ,�..�� Illll�lll�lo� � ��11111�� �� •� �nimill ,�� & Associates Architects M %o 0 8554 KATY FREEWAY, SUITE 112 HOUSTON, TEXAS 77024 PH:713.468-7557 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. DAVIT-`v��yf��lr i 5008 j Date: REV. DESCRIPTION DATE I PERMIT 5ET IO.IQ.09 2 CITY COMMENTS O4-12-10 3 CITY COMMENTS O4-26-10 SITE PLAN A-1.0 DATE O&AI&W09 DRAWN BY: RG/JW CHECKED BY: DW PROJECT Na 0M 3 471 FsNA� MA sts PIJV &S I I BENCHMARK r yr ■o WEVOWN Z%W, EXIST. M.H. I - INTO EXISTING POND FL(30")N 18.49 EXIST. 343' - 30" HDPE FL(30")SW 18.40 O O mot-- 0 O RM NO. 20225 2yr KEYMAP 539W IN LAPORTE CITY ORDINANCEIm j 4- smi o I , -1 IQMATCH EXIST (FV) , AQPD ATM & Associates i 3 N.T.W 25.22 I 00ixotuiIIZQ#Q ga r` IIat`Wttl�l0iaa11Xi�! �U>4:c1�?Irbiai: o 0 E.T.C.24.72 I I ilcgar(11nsA�+TsPOd9uL@tG3:ima$,ft07: - - - - - - - - - - - - - - - . - - - - - - - - - - - - I� - - - - EXIST.IMFF - - - `I 61dd 1EjciddsWteitt it`shQti1dzrtl�c(newTSARPilManwpsanddatd, EXIST. M.H. MATCH EXIST (FV) ' FL(12")E 21.97 ExIST.TP 24.50 EXIST. N.T.W 25.78 FL(48��}Qt� 17.51 I li EXIST.TP 22.40 8554 KATY FREEWAY, SUITE 112 EXIST. M.H. E 1ST. T -- 48" HDPE FL 48" N&S 17.74 TG-24.40 :, 3 E.T.P. 24.78 (12 }Ea 21'97 ELEV. = 21.94 FEET HOUSTON, TEXAS 77024 FL(30")NE18.24 EXIST. INLET • „ - T. , 4XbI NAVD 1988, 2001 ADJUSTMENT PH:713-468-7557 FAX:713.468-7693 TIP FL(15")SW 21.74 _ - - - - - - - H - - FL(36")S 18.26 - - - - - - - - - - - - I ELEVATIONS SHOWN ARE 2001 M -E = EXIST.TP'24:80 o I I P� , ADO!= � '�T,$ ©.COpyright 2009 P 24.70 2 q o ST. TP 24.84 , - ADJUSTMENT. All information, either drawn, written, or implied EXIST.TP 24.90 MATCH EXIST. (FV) " M.E.G. EXIST. L I 1 O �hisy�to.ge)#tfy(haEi(t�GityFo�Lu1E'�tto,Tetra;9has�Pp>rove�k'tb�alAtePlt�ut?d. appearing in this document shall not be 7 - STF.-6 - 09- XI -- " H PE 'AdVe 0fft1 tlt!oPUNDFRWOOD RETAIL CUM PHASE D[:3ti:CIDnfOi'uYatt�Ce.Wlth'thn C7ldl mcdoof - - - - - - - - _ - _ / _ - - -H.P- _ E T.P.24.87 - - I .aJ' Fal duplicated, disclosed, or otherwise used without - - - 0:'1O oSOLOI the written permission of the author, P. Sy' LEGEND This document is an instrument of service and IVI'.E.G. biteClor,Flanaing:IIeparhaent . TP 24`.80 \ TC 25.70 M E.G. TC 25.G0 is the sole property of the author. Furthermore, - TP 25.20 25.6 2.0 TPI25. 0 the use of this document for any purpose shall P 25.00 C 25.26 TC 24.35 TC 25.50 PROP. 25.5 P 25.10 I_17 be revoked, if the intent of the design or the TC 25;5q TP 24.85 TP 25.00 EXI T. C 25.50 P 24.80 Ptt�. s• PVC SDR 26 LEAD TP 5A I "' STORM SEWER construction techniques or details shown herein 4 TP 25.00 FROM DOWNSPOUT 25.8 TC 5.65 I i are not adheared to or the contractural W PROP. CONNECTED TO UNDERGOUND TP 25.15 Cp r� PROPERTY LINE agreement governing their use is not strictly " PIPING (TYPJ (RE# ARCH I 1f 5`1TE1'tCCLiRiGYIER'!`ff=CGSiTg adhered to. W 78 - 8 SDR DWGS FOR DOWNSPOUT SIZE> o 22.6 0.55% SLOPE FL= 25 HIGH POINT H.P. EXISTING --I - F.F. ELEV. = 25.925' TP=24. 0 I - � ��oM��x »�I�>~Ltmq.�gtslered:unaaet)�Ia.w�oftheSta(e�o� c ) i TC 25.70 PARKING LOT TP 25.20 C.0.1 TP-2 05 I I ,� T,exas tpzslaat:�e3lt�pm�ess�r�n#ien�in�cnn$, (atlin�axinPJ atldhe>ieb}�cetltf�ihet - s TW DOORS 25.90 :A.b;j1a-..0rstCe,}i7ap;�s:tiYie>tlidpo at,.er�d'tfA 't Il>,tiant�s,•t�tsi�u� fin" tes,,cp i?e MATCHEXIST.TP2 editasts;zzdtr4trc0;Ong)�sa�la.i(p`°n,flc+aia SLOPE OF PAVEMENT i .=OPE STORM SANITARY SEWER MANHOLE I Lo PROPOSED PROP.=FILLED TSOhI!S I. STItHL,P B. � IS C.0.2 o I -_- RETAIL ,- n Sz 7l@i{g82$egjppOIITQ. 26+*.-* 383 If�lE1SY+�Op1lIH JUNCTION BOX (J.B.) TC 24.90 u�w 4950 S.F. - - - E-__ ie To2440 � t =W_ EXIST.=OPEN CATCH BA IN (C.B.) BY PARK EQUIPMENT TC 25.30 TC 25.45 TC 25.50 �I I ®PROP.=FILLED HOUSTON �713-937-7602) OR EQUAL V / TP 24.80 TP 25.10 TP 25.00 w TC25.80 ITC 25,g TC 5.40 i �I R�ErTCVRB ov �Q `= (RE: SCHEDULE FOR SIZE) C25.40 I ,_O>F••r CB-1 TC 25.70 TP 25.30 TP 25.20 P 24.01 TP I b I EX151ING GONG. ® 11 4� •• ••. g,30 ACCUM DRAINED AREA (ACRES) TC 25.50 TP 25.20 TC 25.80 P 24.90 p I/.•' "�.�* ) PROP. TP 25.00 TP 25.15 I I o0 EXIST.TP 22.20 F tlt .�.* } p,T ACCUM FLOW RATE (CFS) __ " i rn EXISTS INLET :......:................ EXIST. INLET I CB-E LU TC 25.60 G 0.30%SLOPE O I O T " •THt.MAS ' LRATE HIDPE3.54 AREA FLOW DRAINED P R INLET (ACRES) � i MH 24 DOUBLE R.C.P. OUT i t � e TG 24.50 (TP 10 5 H-2 TC 25.3 I I O I.E. 17.21, .a: 263. `�+AW o �,.. TC 25.75 TC 25.80 TC 25.60 ¢��p - A, F,, •.�000 Q FL(15��)NE 22.00 . 4T 1 O, TC 25.40 TP 25.25 TC 25.60 TC 25.50 I TP 25.30 = _ TP 25.10 - - TC 25.10 2 I tr'sF SG� - ���. 86.00TB EXISTING GRADE ELEVATIONS • L� I - - T - TP-25. P 25.0 - TP 24.90 TP 24.70 6 ( i I t?tt,aH h �'''+ O Oy F.F. = XX FINISH FLOOR ELEVATION r , - - - - _ - - - - _ - - - - _ - „ EXIST. " EXIST. M.H. O o FL 98.85 FLOW LINE ELEVATION N00°43 00 W 285.29 -'-- 37 48 HDPE O W N PROP. 24"X24" C.B. I-ttatNlJ I NU I ti EXIST. M.H. • FL(48")S 17.30 N W M.E.G. F.V. EXIST 12" HPE � 0.10/o SLOPE I 1� J REPLACE THE EXISTING TG=24.90 O Existing curb to be removed Lower EXIST. M.H. replace M.H. ADJUST RIM ELEV. E] " 6" RESTRICTOR WITH A TG 101.00 PROPOSED ELEVATION OF TOP OF GRATE OF INLET STUB IF NOT CUT PVMT. FL(12")SE 22.23 HPE lid w/a MED DUTY C.I. GRATE. TO M.F.G. -I A' & PATCH. T.R. 24.50(NEW) _II PROPOSED 8" RESTRICTOR L 2 Existing pavement to be removed = 48"HPE I (RE: ORIFICE CALCULATIONS TC 101.75 PROPOSED TOP OF CURB ELEVATION = < n ° O F.L.S. 17.34(EXIST ') I �) & DETAIL # 1) E V O Existing pavement to remain 3 TP 101.75 PROPOSED TOP OF PAVEMENT ELEVATION v = m O Propo. pavement Tie-in to existing N S FG 101.75 PROPOSED FINISHED GRADE ELEVATIONS ce Ln / OConvert the top of the existing LLJ r t- STM. SWR. M.H. to grate inlet I M.E.G. MATCH EXISTING GRADE V W �. r to drain the area I W J 06 Existing retaining wall to remain EXISTING M.F.G. MATCH FINISHED GRADE O L.L.1 ^ �� 0 LU WALGREEN'S STORE 1'-� 1�IJ Z SITE GRADING SCALE:1'=20' 1 Cie GENERAL NOTES Q 0 � �G N TW=25.05 FACE OF PAR<NO LOT GURE3 0 81I VERT. TW=24.65 - EL=25.70 _ - TW=24.60 #5®15 "O.G. EN. E = 25.15 5#4 GONT. =` TW=24.60 _ EL=25.65 oh - _ 011- EL=25.65 EL= 25.75 TW=22.70(FV) 1 W=24.6� SCALE:1/4'=1' 2 H.C. RAMP CURB SECTION SCALET=T 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 CAD A MAXIMUM SPACING OF 80'-0" EACH WAY. 1. THE SOILS REPORT IS PROVIDED BY Geosience 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 HDPE 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 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 4. STORM SEWER INLETS SHALL BE TYPE "CB" UNLESS DESIGNATED AS YARD NO. 4 BARS @ 18-INCH ON CENTER SPACING. REINFORCING STEEL SHALL BE DISPOSED OFFSITE RESPONSIBLY. INLET. CONFORM TO ASTM A-615, GRADE 60. PROVIDE MINIMUM 10-INCH LAPS. E. COORDINATION 1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING 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 UTILITIES PRIOR TO CONSTRUCTION OF PROPOSED FACILITIES. NOTIFY ACCORDANCE WITH CITY OF LAPORTE SPECIFICATIONS FOR CONCRETE PIPE. PAVEMENT SLOPE TO DRAIN SHALL BE 0.30%. PLUMBING DRAWINGS. ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 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. -OVER-EXCAVATE SOFT AREAS AND REPLACE WITH SELECT FILL, FREE OF FACILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES INCURRED AS 7. EXISTING PAVEMENTS, CURBS, SIDEWALKS, AND DRIVEWAYS DAMAGED OR ORGANIC MATTER, WITH PLASTICITY INDEX OF 7 TO 20 AND A MINIMUM LIQUID MITE: RESULT 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 THE DETENTION FOR THE ENTIRE SITE HAS BEEN PROVIDED CONTRACTOR AT HIS OWN EXPENSE. LAPORTE STANDARDS. ° LOOSE LIFTS AND COMPACTED TO 95 / OF STD. PROCTOR (ASTM D698-78) ACCORDING TO THE AS -BUILT APPROVED PLANS DATED 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. 09.09-07, AND ADDITIONAL PLANS DATED 06.20.08 ADJACENT TO CONSTRUCTION. JOB, SHALL BE AS GOOD AS OR BETTER THAN THE CONDITION PRIOR TO -PROOF-ROLL TO 95/ DENSITY. DESIGNED BY No CARLOS SMITH ENGINEERS & SURVEYORS, INC. 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 THE ORIGINAL (CURRENT) 6- RESTRICTOR WAS SIZED BASED ON TO EXISTING PUBLIC OR PRIVATE UTILITY LINES, INCLUDING BUT NOT LIMITED SQUARE YARD. A PORTIONOFTHE FRONTAGE ROAD. THE REVISED 8" RESTRICTOR TO WATER LINES WASTEWATER COLLECTION SYSTEMS AND STORM SEWERS 9• ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING ° CTOR ASTM D698-78) MAX DRY DENSITY IS BASED ON THE ULTIMATE CONDITION FRONTAGE OF THE PROPERTY. 010okttb:�j 3:cr-- W .jx 7��sffM.�+f••tf•• ••.� �. .,. tHflMPs H.. tK,E1.• •••�„f.• �S3 . � r Date: 04.28.2 1 REV. DESCRIPTION DATE I PERMIT 5ET 10.11.0�1 2 CITY COMMENTS 04-12-10 SHEEP CONTENTS SITE GRADING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING -COMPACT9 TO 5 / OF STD. DURING CONSTRUCTION. ALL DAMAGES SHALL BE REPAIRED IN ACCORDANCE PRO CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING DATE - 09-11 AUTHORITY. DRAWN. BY: R.C. WITH CITY OF HOUSTONSPECIFICATIONS. C-1*0 CHECKED BYQ.W. GENERAL NOTES SIDEWALKS AND DRIVEWAY DETAIL SCALE: N.T.S. 2 PROJECT Na ogle FILE N • 0919-C1.O.DWG 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: 1,50 MAX CROSS SLOPE #4 @ 24' C/C R.O.W. LINE PROP. SAW CUT 18' 3' CLEARANCE BACK OF GUTTER LIN EXIST. CURB STANDARD 6' STEEL OVERLA EXISTING PAVEME7 i 6 �2' TL I 12, CUT UNDER 6' 1' BOARD EXPANSION 24' OR 1/2' NON -EXTRUDING EXISTING PAVEMENT NEW PAVEMENT PREFORMED JOINT 3' CLEARANCE (TYP.) 7' THICK REINFORCED CONCRETE (SEE GENERAL NOTE N0.7) 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 2' 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 (TYPJ 12" TO 16" SAW CUT (PROP.) GUTTER LINE - 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 U.R. BLOUNT CASTANEDA, C. DATE DRAWING COMMERCIAL AREA NOV 2005 DW-1 HARRIS COUNTY PUBLIC INFRASTRUCTURE I I POPE DISCHARGE EXIST. M.H. INTO EXISTING POND FL(30")N 18.49 EXIST. 343' - 30" HDPE FL(30")SW 18.40 •� � o O I I I L I-, i ---------- -- F (30")N 18.24 ------ - EXIST. INLET IST I I T a 48" HDPE FL(15")SW 21.74 _ -_N_ _ _ FL(36")S 18.25 M _ -E 18.16 I H.P. � i EXISTING PARKING LOT _LO Ico � I I 6 25.20 E- \9 PH a EXIST. INLET rXX,,, cB-E TG 24.50 FL(15")NE 22.0010- o 0 LO G M.E.G. F.V. EXIST 12" HPE FFL(12")SE 24"x24" C.B. STUB IF NOT CUT PVMT. .90 8� PATCH. 22.23 HPE �o I . I ❑ I I STORM SEWER SYSTEM DRAINAGE AREA MAP N y 0 t� CD a. EXIST. M.H. I FL(12")E 21.97 FL 48" N&S 17.74 AM 19 .W Q EXIST. '11 c i ( II I I I ' - - - EXIST.1VI21T.- - - - FL(48" )W 17.51 ( Ii EXIT II I ExisT. S - L 1 10' ,PE i i I 2yr 2435 24.85 PROP. 1EXII C 25.50 DROP. PROP. 6' PVC SIR 26 LEAD FROM DOWNSPOUT CONNECTED TO UNDERCH ITP 5.0 TC TP 5.65 25.15 1 }� `(\ PIPING (TYP.) (RED ARCH DWGS FOR DOWNSPOUT SIZE) x 78' "' 8" SDR FL= 2.25 055° SLOPE �o D F.F. ELEV. = 25.925 �.0.1 PROPOSED C°2 RETAIL I C, 4,950 S.F. - GONG. WALK TO - I C\2 TC 25.80 TC 5.40 i CO ( LO NEw VEa O CB-1 TP 25.20 TP i I EExisi GONG. i EXISTS DOUBLE OUT _..... 5 I MH O 24" R.C.I TC 25:5 H-2 I I I.E. 17.2, 6 I I - - D N00 43 00 „ - - - - - - W 285.29 EXIST. "- - 37 48 HDPE EXIST. M.H. I Q W 0 - - EXIST. M.H. @ 0.10% SLOPE Fl.{48")S 17.30 I ]� _j �" REPLACE THE EXISTING Lower EXIST. M.H. replace M.H. ADJUST RIM ELE Y CD 6" RESTRICTOR WITH A lid w/a MED DUTY C.I. GRATE. TO M.F.G. i PROPOSED 8" RESTRICTOR T.R=24.50(NEW) F.L.S =17.34(EXIST 48" H.P.E) E .JI (� (RE: ORIFICE CALCULATIONS i V A DETAIL # 1) N S I CL W I SPECIFICATIONS: CATCHBASIN CONCRETE: CLASS 1 CONCRETE WITH OF DESIGN STRENGTH OF TRAFFIC DUTY CAST IRON GRATE 4500 PSI Al 28 DAYS. UNIT IS OF MONOLITHIC H2 CONSTRUCTION AT FLOOR AND FIRST STAGE OF WALL WITH SECTIONAL RISER TO REQUIRED DEPTH. REINFORCEMENT: GRADE 60 REINFORCED. STEEL REBAR CONFORMING TO ASTM A615 ON REQUIRED CENTERS OR EQUAL. C.I. CASTINGS: CAST IRON FRAMES AND GRATES ARE MANUFACTURED T1 VARIES. OF GREY CAST IRON CONFORMING TO ASTM A48-76 CLASS 30. PARTIAL SECTION MODEL # DIMENSIONS CATCH JUNCTION 2 W1 W2 H1 H2 T1 KO GRATE SIZE WEIGHT LBS BASIN BOX CB12' JB12 15" 10" 21 18" 2" 10" 12"x12"x1" 180 C1318 JB18 24" 16" 34 30" 4" 15" 18"x18"x1 i" 1,000 CB20 JB20 26" 18" 34" 30" 4" 17" 20"x20"x1 i" 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 1. CB12 CATCHBASIN IS RATED FOR PEDESTRIAN LOADING. ALL OTHERS ARE TRAFFIC DUTY. 2. ALL JUNCTION BOXES ARE STANDARD PEDESTRIAN DUTY OR OPTIONAL TRAFFIC DUTY. H1 JUNCTION BOX SKID -RESISTANT STEEL PEDESTRIAN DUTY STD. [TRAFFIC -DUTY OPTIONAL] CAST -IN STEEL FRAME 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. RESTRICTOR PIPE CALCULATION Q = CA x (2g) x (H) OR D = Q'/2/ (2.25 H'/4) Q = ALLOWABLE DISCHARGE = CFS Q = 3.78 CFS C = ORIFICE COEFFICIENT= 0.80 A = ORIFICE AREA (S.F) g = GRAVITATIONAL FACTOR = 32.20 H = HEAD (FEET) = 2' (ASSUMED) D = 3.781/2/ (2.25 x 2.01/4 ) = 0.73 FEET D = 8.72 INCHES - USE 8 INCHES ACTUAL DISCHARGE THRU 8" = 3.17 CFS ALLOWABLE DISCHARGE CALCULATIONS BASED ON TOTAL FRONTAGE ROAD N 24W (TxDOT criteria) C value, C = 0,65 (comet) Area of 150 feet frontage: A = 150` X 249' = 37,350 SO -FT / 43,560 = 0.86 Acre Tc = 10 Min (Per TXDQT Requirements) 12-yr = 6,76 in/hr (Harris County) .Q = C X I X A 02yr= 0.65 X 6,76 X 0,86 02yr 3,78 D.FS. BASED QN ORIFICE CALCULATIQNS WITH A FIXED 2 FQQT HEAD (H) RESTRICTOR SHQULD BE = 8' STORM SEWER PIPE RE: PLAN GROUT SOLID ® FULL LENGTH OF RESTRICTOR 4' - 8" 4 PVC RESTRICTOR PIPE TYPICAL RESTRICTOR DETAIL DETAIL #1 NOT TO SCALE SCALE: r-29 7�erei►PE�N��* STM & Associates 8554 KATY FREEWAY, SUITE 112 HOUSTON, TEXAS 77024 PH.-713.468-7557 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. I Date: 04-28-20TO' " REV. DESCRIPTION DATE I PERMIT 5ET lala.oa 2 GIN COMMENTS O4-12-10 DRAINAGE AREA MAP AND STORM SEWER CALCUL I PRECAST CONCRETE CATCHBASIN/JUNCTION BOX SCALE: N T.S 1 2 CALCULATIONS DATE: 09.11.09 DRAVVN BY R.0 C-2,0 CHECKED BY: .C.o SCALE: NT.S 3 PROJECT Na 0911 O � Vol 1 S r & Associates / Architects ,o 0 8554 KATY FREEWAY, SUITE 112 HOUSTON, TEXAS 77024 PH:713.468-7557 FAV13.468-7693 © Copyright 2009 All information, either drawn, written, or implied appearing in this document shall not be [i duplicated, disclosed, or otherwise used without LANDSCAPE 121 S.F. s LANDSCAPE 942 S.F. ( the written permission of the author, jl LANDSCAPE 226 S.F. I - LANDSCAPE 1108 S.F. I 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 a a , ar a x a' a i r a• be revoked, if the intent of the design or the construction techniques or details shown herein are not adheared to or the contractural j t agreement governing their use is not strictly -/V11 adhered to. a I EXISTING Q 1 PARKING LOT a PROPOSED In I LANDSCAPE 179 S.F. RETAIL `� W N tCJ a- m M �. 4,950 S.F. N z g Iz ,; z o-m t: z CC a a 6 m `µLL w ❑ o _a LANDSCAPE 118 S.F. Q ¢ d ILANDSCAPE 226 S.F. r1l D IL ft<l LANDSCAPE 368 S.F. W U -4)0 Cie Cie IT I LU Cie 0 L) u OLn Cie NOTE. oc Lo �' x ❑° # FOR LAND50APE LAYOUT N S I W W i RE: DWG. L-I ZX J Qw # FOR FIRE LANE LAYOUT 1 � 1 RE: DWe. F-I EXISTING w Li.r W W ZIne WALGREEN'S STORE w c) O (N.LC.) E-- O 0.. d O Iry N ID w 1 0 CL In CU SCAM. 29-V 1 0, 0 ¢ -- LANDSCAPE PLAN z o z ¢ 3 o 0< „ a w 0 o nu LEGEND W It. aUj CN = SHRUBS i = LIVE OAK a =PALM ( = CREPE MYRTLE a ° a �ooOp� o ��ED ARc��p BUILDING AREAS LOT COVERAGE LOT 6 NAME OF DEVELOPMENT: UNDERWOOD RETAIL CENTER PHASE II ao�Z'<�S 1u►vjs �r'SfO c RETAIL: 4,950 SQ. FT. TOTAL AREA = 34,188 SQ. FT. i 0� z TOTAL AREA: 4,950 SQ. FT. 40% = 13,675 SQ. FT. I BUILDING AREA = 4,950 SQ. FT. (14.4%) o TYPE OF DEVELOPMENT: NEW RETAIL CENTER S008 °c v o 0 OWNER: YBARRA INVESTMENTS, INC. DOooF�6� REQUIRED PARKING: RETAIL (GENERAL MERCHANDICE) LANDSCAPING REQUIRED Dates 04-28-10 lu 4 MIN. + 4/1,000 S.F. FOR RETAIL SPACE TOTAL AREA = 34,188 SQ. FT. BUILDER: TO BE SELECTED REV.1 DESCRIPTION DATE _ ( 4,950 SQ. FT./1000) * (4) + 4 BUILDING AREA = -4,950 SQ. FT. I PERMIT SET IO.Iq.Oa = 19.8 SPACES BALANCE = 29,238 SQ. FT. LEGAL DESCRIPTION: LOT 6, CRY SUBDIVISION REPLAT 2 CITY GOMMENT5 04-12-10 3 GIN GOMMENT5 04-26-10 PARKING PROVIDED: LANDSCAPING REQUIRED = 1,754 SQ. FT. ( ©6%) JOB ADDRESS: 9705 SPENCER HWY 30 REGULAR SPACES 2 (HANDICAP SPACES) LANDSCAPING PROVIDED ZONED: GC - GENERAL COMMERCIAL - TOTAL: 32PARKING SPACES SHEET CONTENTS ` FRONT = 1,288 SQ. FT. c SIDES = 1,235 SQ. FT. LAN DSACPE PLAN REAR = 935 SQ. FT. r TOTAL LANDSCAPING PROVIDED = 3,458 SQ. FT. SHEET NUMBER LAO DATE 0&2&MO DRAWN BY: RC/JNf CHECKED BY.- DW PROJECT Na 0919 FlLE Ms ladxe�s t7.N�6dvg CALCULATION w } IRRIGATION 1 " METER PREVENTER PROPOSED BACK FLOW -NVL1 M IDell- 1 "C.W. 1 "C.W. 1 C.W. 1 "C.W. PREVENTER TYPICAL CENTER ACK FLOW STRAINER BLDG VU M IDeI 2" WATER " 2 C.W. 2" METER 2 C.W. 2 C.W. PROPOSED NOTE: 2" WATER TAP AND VLAVE BY THE CITY. SCALE: NONE 1 6 SYMMETRICAL HALF SECTION ABOUT HALF SECTION UNDER UNDER NATURAL PAVEMENT GROUND SOD OR SEED (AS REQUIRED) PER PAVEMENT STANDARD SPECIFICATIONS � `-NATURAL GROUND • - �I �,�,I��i,I ��O,I��O,I �,�OI� 1 • !Isi�i!IwiWI�i��IO�Ip�j�O�.�j�OI� DRY BOTTOM GRADE CAST IRON FRAME AND COVER SECTIONAL R15ER RGP PIPE JOINT SEALED w/ NON5HRINK GROUT ONE PLUMBING SITE PLAN GRADE GRADE REVERSIBLE GONF16URATION SPECIFICATIONS ° 15' D A. ID CONCRETE GLASS I CONCRETE WITH OF e DE51ON 5TRENOTH OF 4500 P51 AT 25 DAYS. UNIT 15 OF MONOLITHIC CONSTRUCTION AT FLOOR AND FIRST 5TA&E OF WALL WITH SECTIONAL R15ER TO REQUIRED DEPTH. C.I. CASTINGS: CAST IRON FRAMES AND OUTLET TO SEWER ORATES ARE MANUFACTURED OF GREY CAST IRON FLOW CONFORMING TO A57M A48-176 LA55 3 HEAVY DUTY CAST IRON FRAME AND COVER SECTIONAL R15ER RGP PIPE JOINT SEALED w/ NON5HRINK GROUT S EEVE (4YOP)PVG INLET FROM INTERCEPTOR FLow ONCRETE BASE 0 m N t, l G O, - AA5HTO H-20 (OPTIONAL) FRONT VIEW SIDE VIEW NOTES 1. 5AMPLIN5 WELL MUST BE INSTALLED UNDER A SEPARATE PLUMBING PERMIT. 6. INSTALLATION INSIDE BLDG MUST BE POURED IN PLACE (15"MIN) NO CONCRETE PIPE 2. USE 15"(P TKO R.G.P. FOR INSTALLATION 6-O" DEEP AND LE55. 15 PERMITTED, (AIR -TIGHT COVER REQUIRED.) 7. LAWN INSTALLATION MUST BE 4" ABOVE FIN15HED GRADE. 3. USE 24"(P T$G R.G.P. FOR INSTALLATION GREATER THAN 6-0" DEEP. (STD RING 5. DRIVE 4 SIDEWALK INSTALLATION MUST BE BROUGHT TO FIN15HED GRADE AND M.H. COVER REQUIRED) cf. TO BE INSTALLED ON PRIVATE PROPERTY, IN A LOCATION ACCESSIBLE TO CITY 4. 5AMPLIN5 WELL MUST BE SET IN A CIRCULAR OR 5GUARE CONCRETE PAD ( 1'-0" PERSONNEL. GREATER THAN OUTSIDE DIAMETER OF PIPE.) DETAIL 15 BASED UPON PARK EQUIPMENT COMPANY DRAWING 5WB-4. 5. IN5112E INSTALLATION NOT PERMITTED, WHERE OUTSIDE INSTALLATION 15 POSSIBLE. REFER TO THI5 DRAWING FOR ADDITIONAL NOTES REGARDINO IN5TALLATION. INLET U i OUTLET 30" PLAN VIEW GATE VALVE SUPPLY TO BUILDING FLOW 0 0 — STEEL 5UPPORT5 (TYP.) BUTTERFLY VALVE — �-- 2000 P51 CONCRETE PAD WITH #5 REBAR5 12" ON CENTER EACH WAY CONCRETE THRUST BLOCK BAGKFLOW PREVENTOR, WATT5 NO. 101 REDUCED PRESSURE TYPE STRAINER GATE VALVE &RAPE SUPPLY FROM METER FLOW CONCRETE THRUST BLOCK I" °REVENTER 4AIN LITY 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. W Q E s � O un < 0 r ce ae Rit ce ON W =Q � V �= Q Oit 0 >= Ln LU LU M. S. ESIERE ENGINEERS I— Z J p XL,.f' TEXAS REGISTERED ENGINEERING FIRM F-11441 W W f„ W Z1-- MECHANICAL • ELECTRICAL* PIPING Iry N W � � � 435 FM 1092, SUITE B1-136, STAFFORD QLn Cie(AO O TEXAS 77477 cm (281) 712-1957 Fag:(281) 857-6496 O 63117 � � N ,..zo7-W 1 p� g ry IS"XIS"X6" CONCRETE PAD 15 REQUIRED FOR 15TALLATION IN ASPHALT OR LAWN. IF NO PAD 15 F' FILL W HEAVY DUTY GLEANOUT 3 a FINISHED PAVEMENT u OR GRADE u D END OF LINE CLEANOUT 5HOWN. DETAIL 15 51MILAR FOR INTERMEDIATE LINE CLEANOUT. P ♦�4�,. * 0 S T y��� • smear U I 3 40. S.. ESIERE ;' ..; ..... �f 5207840 . wd� P �its�dNAC Ear` ID 04-28.2010 V. REV. DESCRIFnON DATE 1 PERMIT SET 10.14.01 2 CITY COMMENTS O4-12-10 PLUMBING & UTILITY SITE owt SAMPLING WELL DETAIL (FUTURE LEASE) SCALE: WSJ 4 -- - D SCALE: NTS 3 EXTERIOR GRADE CLEANOUT DETAIL SCALE: NTS 1 2 08.2&2009 BY: RGIM ! BY: DW Na 0919 i F?�g