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HomeMy WebLinkAboutMOOSA RETAIL CENTER SITE PLAN�--� LEGEND EXISTING PROPOSED N tat ova t9�+f v �b tt"f" l0 IOD. GYM � >o ata�ng o< (.. - - CONTOUR- pemdls and NWVVA s have been obtained no °onxmalom of fabrk♦gon shall begin des cos SPOT ELEV. x�' •� 1�•E/nr i F� wl`►"✓Ir%�1^^•�.F' j �� 1• J �J".a general contractor has 1M pamceivedeling aid thoroughly by rovlewed an pests and awr doamtems 2, 1- ;mMMmneeYstem bdagmdfera a y..rk.gwnoywmah vlro.mwn.tm STORM 5EWER egow.eler.isa.rateol P.5 C.-.6.PKme. 1 D 0000 SANITARY SEWER o GOCO /� �p w f�� /,,f t� n'7 �1 C 3. contractor to provide tanporary meaaxes b control storm water roR°0 dadlp cwmMx at GO/O OF Ase..t A 60 N54 �.�i� 2 e, ` 8.00 6,J' a'fksss arawbps Mdkata the patroral scope of pa proles in terms of aRhnaawat design WATER LINE �' � 0 0000 J , ' concept. The din etnlorw of the banding. The arctdteaurol elements saw taw type Of structure. a regttkad to mkanthe ersaton. a GLEAN OUT °�'O' ' o 000 e n . Atom!+ /� [YJsnt /1 l7C'f9 2 ro g, f 0 G F meclu n cal, eNarkY end pumMnp "arm as *cc" documents the dwwktps do not 4. Contractor *M w responsible for grad M all dross to ensure POW" drainage. No nna6 I � f'�F•,G�"s T"1�G' `�f L/ GJ/ Ga•! �(J D VV ✓ necessarily htdlWs a deaa!be an work required for tug perfomuna and oompNUon of N. shd dnkt onto ageomt p"o property 'T GUR6 INLET --Cr�----I. MR C0 T L w � t v9C �?P � �/ � C 0 Requirements of the Conrad documents on the basis of the genets scope kditated of desabed T�i , i. Gh �G'� 1 f 1J"� I�+Y ✓I+�TT lv�'T �D t ;/ /l3 the contractor shag famsh an isms rqubed for it* proper execution and cangMbn of the wok S. AN now N I I eraMbm stmwn are top of new Iavamatl a6� grades; uNas shown or ` M��� O cur vY prior to shining aatntalon the gemam contractors and suaoomnalxs shag t rview and FIRE HYDRANT -0 .. v understand these pans. Verify an dimemlon end she condition. And shelf notify the owners off• / GATE VALVE LANO��APG 4udNSlTiE�J' 1 ELAN ropteaentalNe of any dhraspandea a differences from the Intent of these drawhga. T P.P. IYI'E (JAkAI- LATIN f�iG Na. SIZE. SITE LAYOUT NOTES: our/. POWER POLE 0 .. 1 11 4. Contractor shelf Empty with latest osha and Stale of Texas nequlnaments For attavetlon 1. The I0a11ara and salvation M utiNdes = shown kT an apptm4nMe stay 0*, The sere L6'axc. pnn LIVE OAK Q115KUrj VI(r,6tt,(�{ (A 1$ j/2 ��4�it.IQ a� LIGHT POLE 0 kcAvr Burr e.L Ts.rrre 2 n lnLaF trenching and ebadrp, contractor ria11 datemdnta'tlw axed kdonrlrilolt De►ae rtak At Mari Ig hats KMINn TRAMS I GtATC I!iL wv P At?fvP D {7E 9K { RUB CA U E(RYANA % ' (/ saw to Cain larch any acavanon contaa me coy ar La and Eta Ugay Coaanating ■ GATGH ��IN O i�•I1211'P WAKE LIGU U M LIEU IZM LIG ILIUM 1 f3 0 �j- CiA L 6. : darmge to adstkp sits Improvamnta or lnlrtotrdkp InprowrtwL Pub% or pNaio. eornxrm". Inc at 013) 2234567-(le Houston):1• 00.24S8N4 (oWida HouMal) and Tura eOle. Pvxr. '1f _ By ate eonhaaar shelf barepakad a npaad at the cordroctah a*peme• One CAN Syrian d 1.60F245.451S. The rxxmador shag be fogy reel , 11 for eny era elf rt. FLOW LINE M cur u . S 6. Do tad acak mad eawtrgs ansd dimealom take precedence ovsraab. °smile eausad g' Ns falkas to examy heat• and mskasln ntue a dapoad wg0ae. T•rb. TOP OF GRATE TO. �. . W. INVERT INV. FR FINISH FLOOR F.F. is tAN so �saAaXFILL nta t. 6• HICK <SROvte 0' 30' 60' 90' ta. TOP OF CURB TC. _ e. 6• COiCIIETC a s• SOLID COIL I > FAI�RMONT -PARKWAY �T ��Rt , 4. PRECAST UNIT . i e*r'•4+ •*C 100' 4• 1 4C• I Sry0 �.�0 g<a g1verm . vI CURB INLET COIPACTC. SUKJIAeC. ExYsf 48" S>'nrrri Sewer g +`ry Exisf• 48 n Sfa m' +� MH oc i 971 T, S.M. )SkI - �S 0•`-"�i'� •. •.hya' •.N,P (N)FL24"RCP-7.591QU "ri" P DE A[3 1 1. P_(,P_NIF) These standard symbols will be found in the drawing. 16 A/C UNIT 0 AREA LIGHT m ELECTRIC TRANSFORMER • CONTROL POINT 0 TELEPHONE PEDESTAL # AREA LIGHT ® CURB INLET GUY WIRE ® MAIL BOX -• STORM SEWER -.�.- SANITARY SEWER -•- OVERHEAD POWER LINE -• WATER ONE - ® GAS MARKER + FIRE HYDRANT ;F GAS VALVE ' PIPELINE MARKER f TRAFFIC SIGN . 0 WATER VALVE 0. FOUND IRON ROD 0 SET -IRON ROD • CLEAN OUT GRATE INLET - GATE POST ® MAN HOLE. ♦ POWER POLE + ELEVATION POINT m WATER METER 0 ALUMINUM / BRASS DISK ® CURB INLET 60 BARBECUE PR 0 CABLE MARKER ® TELEVISION PEDESTAL B BENCHMARK a MONITOR WELL i TRAFFIC SIGN ®- PAY PHONE 9 ELECTRIC METER BOX A N Y SC AP E- e ` N 0 P51 .C; GENERAL CONSTRUCTION NOTES: STORM DRAINAGE NOTES: 1. AM work shag be paAonned in aaotuanoe wnh these pans and specifications and me 1. Pkmfty or drs% tayer corketlat stag ebtatn an permits and pay an Ma and pro late cost requin men s and standards of the International build rig code QOC) City of LA PORTS that appMs tehLa worn baron aasBw,tlol bego "Own, n, ' m h aboel, boa end Jack ba 19EV EL67?W 51r,E AR.I✓A 4 S 069 . BtJ 5. F amendmems. 2006 oddlfbn. to cub Not irr ,1111 a rear A , or nkthke aowntpol I oak»c6ort 10 rlrWtape "do Cam . balm oraMWe arse drift and graed In slam drain pips.004 2: Pda ntabn tba at comma G C) awn make rxntaN Ihat as requked lAr 32 FLI - N �2 -) _ �0 �- LOT 31 SEII CL z y I- - EN = iL LUr 3D I LIT 26 S I LIT 26 to N FND 5/8'IR MN - _ for 27 N - FND 5 B'IR W/f AP �ILIf 26 Q _ TOWN OF LAPORTE 3 VOL. 60, PG.114 H.C.D•R. L_Q Wr 25 - -I �Old I - X,� LOT 24 s V Wtz t0r 23ADO p y yg C� IV � Fg.�� �>•°° u � h^ AUGERUNDERWr 22 O R PA'VEM I-RT 3z LOT 21 = v o fiq 0 - 41 4P Q gJ CJ Q LIT 2D + 2 LIT 16 I APPROX. LOCATION UNDERGROUND s WATER LINE kry` •,0'� 1� y° J Wr 16 +, o (2)24"RCP LOT 17•.°' 1 N SANITARY MH U 1R-13.58 s N FL8"PVC-5. � W Fi24"ftCP- E FL24'RCP-' � SANITARY MH E F124"RCP-' TR-13.28 V0L24"RCP-0.52 L24"RCP-0.42 _ -ryF`16AL-SECFI0W PARKING N .T• 5 • Fit PRO- 4 CONE• s N.E Sp PPi • E 6 war Tc _. Ek +gpt %+ +' 'ON SITE FJl 21CAL. WILL ' Fo y 1 ti 8P bVER-,rvJIEAD 4G•.•S Qt .9� ••� \ .., 1�1 STORM MH Wr 1 1 ) U,NbERGROUND _ j ''GUY TR-13.25 LIT i N '' 0.195 F LE G-i t.94 OAS �•�/°° 20. 6•L.i '-+-BOTTOM-4.25 NV T k' .I••� - Z' - 9'Y� ? RE SIGNN Imo' I ® - •lG (QL, � 1yry `yg1 +,�yT1 . LIT 2 QL O Q LOT 2 °+ ro°y 1V12D q 9rGi°EaowuL I" - I b�' LOT 3 �°�`' .-� 9" V g'` y .1g lAT 3 I2 '`t1,• pry. �k. wry,• "9 ® U_ % 'S A�•y r GI All Q �y P. v. Y +��/� +•.S `rye g•• yy ,,1 LOT 4 SIDLY/ ° \Ih ry ,ry I LOT 4 ' Q r C I Wr 6 $ piQ1 0.29 I Wr 6 gg I.2D5 BLOCK 1106 TOWN OF LAPORTE ,"1t ,ry +1. g• LIr 6 VOL 60 PG.114 = ,; ' end . I . 9 l 6 O o .ICJ uDT ° H.C.D.R. m 0 Z y 0 gzzi 1 O N' 004 - o O'RILEY'S In J w kJo LOT 7 AUTO PARTS 1- 'CO 0 Q q O !, LU Z � 2 ~ LST 7 .. Q, ►� Wr 0. � $ z wr 6 TOWN OF LAPORTE �'� a� VOL. 60, PG. 114H.C.D.R. our LIT p N .,y +,-b fl +,rye, , Q=`" I tar 9 0.2r, � ��• g1 ,n LIT 10 gry y0 - .h$' �-6' D FEN E tdf 10 F� O. �- ae war a 11w vv. . C.o. 3: y y Lar 11 RiDt' SA /L `0. - fltaf 2c 5 yL �Q)1 + " ,3 kry- O PROP. - q0 IP"' a.3z ... 02 BETE PROP. /DO' '>Jr 3.5b0 4.08 I LIT 12 o. ` o l2"ADs s7o,Q O ,15 S" 9, P. 75ADS 3: TG /3.40 -0- 0.22° - . vb 13.40 PROP CONCRETE 1 � ,°• 91 yry" LOT 13 I o q t + SQ U I It �fi PRO P. G W011D 1FEN © I LOT 14 FOR DUMfTER SCR o I 1 N s +.,g• +�k 4 9• N •. g. 23,080 S.F. N T �� ��° ro BE 'ry° ^g A I LOT 16 DEVELOP Apt" � � 4� 415 T/ME GRATE INLET - Q 4 I �p1 (W FL24"R P-7. 0 a � ryry lrL[,• •�-1-- 1D_ 9•L"} _T �.��0 wry^ p 9ryrO �g IAT 10 +^'• 1; a g1 `kg � k L - �^'� {k ♦rye+ `ryb +ti't'. .L,. 0 CP, QP A-SP#- 66.W' vj TOP BANK ,•-F- - _ �N , �ry - -�`I • I - - t- DITCH N1 , k• All, :401 v4. FAIRm<9NT PARKWAY .._ _ . Fy- -- Wi 11=t2 : AomL 12. Moo5A, M"1�. .. 24'CPP batiNG: GE.NF.tZAL COMMERCIAL !r // %701571 G•24•a 5hfJliAR+ Wi 'j . (ctc). 111 Golf Course--C7 V I C I nn'' -'Ir _ M A P NOT TO SEAL FLOOD STATEME] T THIS TRACT IS ZONE "X" AND PARTLY IN "A AND PARTLY WITHIN THE 100 YEAR FLOOD PLAIN ACCORDING TO T IE FEMA MAP #48201C0945L, REVISED JUNE 18, 2007. THE "AF' SEEMS TO 3E WITHIN THE VICINITY OF THE DITCH ON 3RD STREET. NOTE: BASE FLOOD IS ELEVATION 13.00 NAVI 1988 (2001 ADJ.) LENCH MAR 1z : 1I FLOODPLAIN REFERENCE MARK NUMBER 060020 HCFCD ALUM DISC STAMPED F 216 BM-03 ON BRIDGE AT I ORMONT PARKWAY AND F216-00-00 LOCATED ON DOWNSTREAM CONCRETE WALK 0 S. SIDE OF THE EASTBOUND ROAD AND IN THE CENTER OF THE BRIDGE IN I '(MAP SSOF IN THE GALVESTON BAY WATERSHED NEAR STREAM F 216-00-00 ELEVATION', 12.97 FEET NAVD 1988, 2001 ADJUSTED. CITY APPROVING AUTHORITY CERI IFICATE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF M0,01 A RETAIIACENTER IN CONFORMANCE, WITH THE ORDINANCES OF THE CI IY OF LA RTE. BY: e rot. DH9CTOR, I 's PARTMENT GENERAL NOTES: 1. ALL BEARINGS ARE REFERENCED TO THE RECORDED PU OF TOWN.. OF LoPORTE 2. 7HI5 SURVEY GOES NOT CONSTITUTE A TITLE SEARCH 6 'THE SURVEYOR. ALL INFORMATION REGARDING RECORD EASEMENTS ADJC JERS, AND OTHER DOCUMENTS THAT MIGHT AFFECT THE QUALITY OF TITLE 0 THE TRACT SHOWN HEREON HAS NOT BEEN RESEARCHED. WE SUGC ST THAT A QUAUFIED TITLE EXAMINER PERFORM A TITLE SEARCH 3. THIS SURVEY DOES NOT PROVIDE ANY DETERMINATION C NCERNING WETLANDS, FAULT LINES, TOXIC WASTE OR ANY OTHER ENVIRONMENTAL ISSUES ;UCH MATTERS SHOULD BE DIRECTED BY THE CLIENT OR PROSPECTIVE PURCHASER TO AN EX 'ERT CONSULTANT. 4. THE SQUARE FOOTAGE TOTALS AS SHOWN HEREON ARE IASED ON.A MATHEMATICAL CLOSURE OF THE COURSES AND DISTANCES REFLECTED ON THIS URVEY. IT DOES NOT INCLUDE THE TOLERANCES THAT MAY BE PRESENT DUE TO THE I )SITIONAL ACCURACY OF THE BOUNDARY MONUMENTATION. SITE PLAN ACCURACY CERTIF] ;ATE I, CHARLES E. BATES, AM REGISTERED UI` DER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSIC N OF SURVEYING AND HEREBY CERTIFY THAT ABOVE PLAT OR SITE PLA Q IS TRUEAND CORRECT; AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON. LAT. /-- �7/!T/- tj2 • �-- CHARLES E. BATES REGISTERED PROFES4 TONAL LAND SURVEYOR TEXAS IEGISTRACTION NO.4110 MINOR SITE DEVELOPMENT PLAN. - -WEST K .: STREET ( 60' RIV - - 1j1}15 FAGILtTY 15 5,USJ5CrTo IREi GITY0FLAj?0p TM )IFXrFgICR OUILDINC-(. VE316h4 5IIfAKIVAIZt75gAWNG MAJOR TNOROUGtiFAKE 5 100 % MA50h1RY AkP GLA55 PFZo17UCTb. PARKIhY> chLcu�T1oNSyTUCCO -roTAL AI°.EAt GF 00LpiNG tO,o00 4Q.FTr BJ000 av,FT. GLP LEGEND: U.E. - UTILITY EASEMENT 80% MEVIGAL U5� 20%QEN,rXTA1L UyE. al COO 15?.PT, LAMPSCAP£ LEG F_)JD A.E. - U1405STRUCTED AERIAL EASEMENT B.L. - BUILDING LINE �5,r, 4+ 3C8�) 4t24• (MW,l15E) 26 CE�J LIVE oA k. LG7L1@tZCUS V112bId�11AtJAi (ALL AS PER RECORDED PLAT OF SUBDIVISION) ,ZM05, F ° 40,060) 09 8 ?62 2600&ff6 05TAIL) S SPACES 9 -toTAL PARleIM& g.�U 112F-V 36 SPACE!!_ 6eAD Pa 2 D ?IF-e,12 C fYRU5 C&LLEfLYA&JA I•o, /1REJI NACRES (a7A L pa R K I NU F d�/I D ED 67 2. 5 �5rAGF� 62 p-t.T.7r LAB.. wAXE.D LIGU9T1ZUM (L16L15TRM LICIDUM, - TOTAt.I IULATEDCF.S. 5 NA0VICAP LOTS 11-32,� BLO K 1106 TOWN OF LA i ?ORTE AS RECORDED -UNDER VOLUME 61 I.,, PAGE 114 OF THE DEED RECORDS OF HARRIS OUNTY, TEXAS AND BEING FURTHER SITU . D WITHIN THE JOHNSON HINTER S RVEY, A _'.75 CITY OF LA P TE HARRIS COUNTY, XAS PLUS A POIZTIdN OF A 1(0 FOOT V�IITJD• PUE51-tC LLEY IN PROJECT FOR JUNE, 2007 MOOSA RETAIL CENTER - BUILDER WYCOFF CONSTRUCTION ;DRAWN BY- CHECKED BY: d DEVELOPMENT, LLC. CEEB C BATES PROJECT SURVEYOR: EVELOPMENT BATES CONSULTANTS ;SCALE i1�� = 30' JOBNO. -i SHEET 1 OF 1 4922 LUELLA 281-479-5135 DEER PARK, TX 77536 281-479-3275 fax 07.8c?a6